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WS-11-873Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159783 Permit Number: WS -5 -11 -873 Scheduled Inspection Date: June 28, 2011 Inspector: Bruhn, Norman Owner: PSUTY, THEODORE Job Address: 629 NE 92 Street 5 -B Miami Shores, FL Project: <NONE> Contractor: HURST AWNING COMPANY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060430030 Building Department Comments REPLACE EXISTING WINDOWS WITH IMPACT RESISTANT 5 OPENINGS Inspector Comments Passe Failed 6(').-/P7 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 27, 2011 For Inspections please call: (305)762 -4949 Page 7 of 15 Miami Shores Village Building Department 1.0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 206 Permit- Type (circle): (B it - Electrical - - L MAY 1 3.201i Lj L. .................... Permit No. VCII -E--) Master Permit No. - Plumbing - - - -- -Mechanical Roofing __- -- Owner's Name (Fee Simple Titleholder �(`� " hone # a ° ALV a3 ' �1®1 Owner's Address �� � 2 City o .bill b t3 State P Zip � b S Tenant/Lessee Name Phone # Job Address (where the work is being done) City Nfiami Shores Village County Miami -Dade . Zip ,WZo is Building Historically Designated YES NO y Contractor's Company Name Contractor's Address Phone # city pnk ar 11 state Qualifier , ��, L ° c-� Zip 3 in State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 433 i:'` Square Footage Of Work: Type of Work: ['Addition ['Alteration ❑New Describe Work: l GI.C-C cXl u1 i m ffic9\- Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * *, ******* *F � DC) Submittal Fee $ . ' Permit Fee $ a 0 /.J C/ Notary $ Training/Education Fee $ CCF$ CO /CC Technology Fee $ Scanning $ , Radon $ Zoning . Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $�I (Continued on opposite side) 90 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 -- Apotimtion is-hereby- made -to- obtain -a- permit - to-do- the -work- and- installationsns-indicated, I-eerg€y-tbat -no -work or-installation n 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 FI.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance 'iwith all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF • COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence, jl posted notice, the inspection will not be approved and a reinspection fee will be charged Signatur er or Age Signature The foregoing instrument was acknowledged before me this The foregoin day of 20 _, by , day of who is personally known to me or who has produced who is As identification and_vo did take an oath. ate, ntractor instrument was acknowledged before me this C, 20 11 , by vow :i S o me or who has produced tion and ho did NOTARY PUBLIC: Sign: Print G 4' ' • 6 .. "t,,;:;;, YUB Eric Wilson 3 ir Commission #pri/ 184I8 My Commission Expires: '. Expires. SEP. 24,20!. "• roc Boxn>NC. cc, 7 as iden NOTARY PUBLIC i Sign:. Print: My Commissio - uiuu. 12.*. • "= MY COMMISSION # DD8 9 �'. o,... EXPIRES November 19, 2012 soloiS 1se* *** *aderioNkieee&emecsSi+& * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning MEMORANDUM To: Board Members Shores Plaza West Condominium Association, Inc. .ed 44e FROM (requestor's name) / apartment # Subject: REQUEST FOR APPROVAL TO INSTALL WINDOWS I am requesting your approval to make the following renovations to my apartment, which I understand will also require a building permit from Miami Shores Village., a copy of which must be given to the Association Secretary- Treasurer before work commences (check one or more) removal of existing windows XInstall new approved windows Repair surfaces around windows and paint as needed. * A sheet of specific instructions regarding this home improvement will be given to you. If contractor has already been selected, please give the name and phone number: *tot Avoni i, C,onrj c1r •' Wee �� ®nf TJ ox).6 -c oC J On the reverse side of this sheet, please provide details concerning the following renovation projects, if applicable in your case. * Description and intent of wall - removal project * Description of type of window to be installed (must resemble casement) if they are jalousies by having a vertical aluminum strip placed in the center of each) * Description of type of storm shutters to ber installed (must resemble one of the the two types that are currently installed on the exterior of the buildings) I o ta". Jun. 1. 2011 12 :33PM No.6575 P. 1 '4`°R°® CERTIFICATE OF LIABILITY INSURANCE PRODUCER (954) 724 -7000 FAX: (934)124-702-4 Keyes Coverage, Inc. 5900 fl'a,atus Road Tamarac FL 33321 PNSUNEO — Hurst Awning Company, Inn .; R&M Equipment Services, Inc. 6865 NA 36th Avenue Miami I rt. 33147 COVERAGES DATE IMMIDDJYYYYI 11/11/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY TH POL CIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Travelers NAIC # 25614 INSURERS: INSURER C: INSURER D INSURER E: THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREmENr, TERM OR CONDITION OP 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 coNDmONS OFSUCH POLICIES_ AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. A13R_t �: A ►r i, PDUCYNUrI9ER POLICY POLICY I?XPIRATION MITE GENERALLIAWUTY COMMERCIAL GENERAL LIABILITY 81011109865 10/31/2010 10/31/2011 EACH OCCURRENCE s 1,000,00 PR E T PRFM15ERiF.aem,nmel S 50 00 CLAIMS MADE Q OCCUR _ min EXP(Any**.: • I s 10,00 PERSONAL & ADV INJURY $ 1.000,00 s 2,000,00 GENERAL AGGREGATE GEN% AGGREGATE WAIT APPLIESPER; POLICY n f LOc women - COMP(OPAGG $ 2,000,00 X A ALLOWNEDAult* SCHEDULI�AUTOS wRtu AUTOS NONCwNED AUTOS CONE- $1,000 81011109865 10/31/2010 10/31/2011 COMBINED a I} SINGLE UMW 1,000, 00 XAUTO SODILYINJURY (PerymmM S ■ El ( 0DLB Y INJURY S X X X PROPERTYDAMAGE W accident) S Coit.'L — $1,000 GARAGEUABILnY AUTO ONLY- EAACCIDENT S INIANYAUTO EAACC S O ONL N AGG $ A EXCESS1UM?REI.LAIIAHiu7Y _ OCCUR ] CLANS MADE DEDUCTIBLE 81011109865 RETENTION 5 won 10/31/2010 10/31/2011 EACH OCCURRENCE S 1,000, OC © AGGREGATE E 1,000,0C S X s WORKERS cO8PSNSATION AND E7IPLOYERS' LIARS= N ANY PROPRIETpR/PARTNERflEXECLIEVE ❑ OFFICERdME>11 FxC1U0EDT Ellanaaloty in NH) Irm, deaf e e wide SPECIAL PROVISIONS berm 1 V STATU. 0TH - I TORY LIMITS I 1 ER EL EACHACCIDENT S EL DISEASE- EA EMPLOYEE' 5 EL ai5FdyF • POLICY LRAM S OTHER - ATIONS /VEHICLES/ EXCLUSIONS ADDED SY ENDORSEMENT/ SPECIAL PROVISIONS ISIS CERTIFICATE BOLDER IS LISTED AS .ADDITIONAL INSURED- CERTIFICATE HOLDER MIAMI SHORES 'PILLAGE BUILDING DEBARMENT 10050 NE 2ND AVENUE M ANA SHORES, FL 33138 CANCELLATION SROULD ANY OF TH EABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE DIPIRATI OI DATE THEREOF. THE ISSUING INSURER YNLL ENDEAVOR TO NAIL 30 DAYS mire NOTICE TO THE ararriFlCATE NOLDER NAMED TO THE LEFT. BUY FAILURETO DO SO SNAL T'IPOSE NO OBLIGATION OR LABILITY OF ANY KIND UPON THE INSURER, IT$ AGSMs 0 REPRESEMTATIYE5. - AUTRORZ$D REPRESENTATIVE Carey Keyes /DE ACORD 25 (2009/01) INS1326I2o0800 1988 -2009 ACORD CORPORATION. All rights reserve The ACORD name and logo are registered marks of ACORD Jun. 1. 2011 12:33PM No.6575 P. 2 AC REi CERTIFICATE OF LIABILITY INSURANCE DATE(MIWDDYYYY) 02/09/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TAI. 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 15 WAIVED, sublect to the terms and conditions of the policy, certain policies may rewire an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER WELLS FARGO INS. SERV. USA -CH, NC 6100 FAIRVIEW ROAD, SUITE 800 PO BOX 220748 CHARLOTTE, NC 28222 NAB ac No. am I G. No - iss miss INSURER(S) AFFORDING COVERAGE NAIC 5 INSURER k. HARTFORD FIRE INSURANCE COMPAM L IABIUTY COMMERCIAL GENERAL LWBMY ICLAIMS MADE ❑ OCCUR INSURED 4434 . FL STRATEGIC OUTSOURCING, INC. PO BOX 241448 • • CHARLOTTE, NC 28224 INSURER B: INSURER C: INSURER D: S INSURER E: S INSURER P _ S - COVERAGES • CERTWFICA 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 QR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALONE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE egg' ?R POLICY NUMBER , tMOeeib it yY1 WITS GENERAL _ L IABIUTY COMMERCIAL GENERAL LWBMY ICLAIMS MADE ❑ OCCUR EACH OCCURRENCE S QQpp��pp EE T RENTED PRfTA y�ESy�Ea oeomene+l S MED EXP (Any eIre perm) _ S - PERSONAL &ADV INJURY 5 GENERAL AGGREGATE 5 GEN'L AGGREGATE LIMIT APPLIES PER IPOLICY ECT I I LOC PRODUCTS - COMP /OP AGO 5 S AUTOMOBILE LIABILITY _� AUTO ED AUTOS HIRED AUTOS AUTOS NON-OWNED AUTOS 32862 FairmaINGLE LIMIT S amity INJURY (Per penen) 5 BODRY INJURY (Per acclden5 S PR PERTY DAMAGE (Pei Ee ReJaMl S $ UMBRELLA LIAB EXCESS LIAR _ OCCUR CLAMS MADE EACH OCCURRENCE 5 AGGREGATE _ 5 DED L 1 RETENTION S A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N A PROPRIETOR/PARTNER/ MY EXECUT R ( O�AFaFICERA�EriInNRI�Ip(CLUDEDT ❑ R Yo3�desa�b0��tle/ DESCRIPTION OF OPERATIONS below N/A 22WBRJ79226 03/01/2011 03/01/2012 X To.,Lr ETRH- EL EACH ACCIDENT $ 1.000,000 EL DISEASE -EA EMPLOYEES 1,000000 5,1_ DISEASE • POLICY LIMIT $ 1,000.000 DESCRIPTION OF OPERATIONSSLOCATIONSNEHICLES (Attach ACORD 101, Additional Remarks Schedu LIMITED TO EMPLOYEES LEASED TO HURSTAWNING COMPANY, INC. BY STRATEGIC FAX: 305- 634-9078 & 305 - 795 -8972 e, If more space Is required) OUTSOURCING, INC. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE . MIAMI SHORES, FL 33138 CANCELLATION CertfiCeite ID 32 ,960 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE THE EiPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE a •••• ww iwwawu,�∎ ®1988 -2010 ACORD CORPORATION. All rights reserved. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal desc tion Ksr��jj operty . treee aEi i ess: NV �"�� 2. Description of i y prove ent: .OP 3. Owner(s) name and address: Zak Interest in property: y Name and address of fee simple titleholder. 4. Contractor's ame .ddr: and phone number: 11111111111111111111111111111111111111111 1111 CFN 2011R03564-75 OR Bk 27707 Ps 0773; (ips) RECORDED 06/01/2011 15:04:55 HARVEY RUV'IN CLERK OF COURT MIAMI -DADE COUNTY ► FLORIDA LAST PAGE s\ ace above reserved for use of recording office VOIVIlarditiol A. 4/ l T 6`43 Os; 3/3 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of, Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida: Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Signature( of Ownqr(s) Prepared Print Name Title/Office )- STATE OF FLORIDA COUNTY OF MIAMI -DADE The fqr oing instrument was acknowWledged before me this / 0 day of By 4f l i d WY1 fii Lh. U Individually, or ❑ as for ,p,Perpgggbfj444)%O5 pArgroduced the following type of identification: Erir Wi1soS Signature of Notary Public: '� `• Commission #DD718418 Print Name: i Expires SEP. 24, 201P (SEAL) ,' }A''r i s t Vk o[ BONDING CC., irc VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. • wner(s)' A 7 • • ;zed Officer/Di /Partner /Manager pared By ,e/L / C • !." ��/ / L -s`d 'i at Name Title/Office ktcq Signature(s) of Owner(s) r wner(s)'s A orized Officer t)1 LI i 123.01 -52 PAGE3 3110 v%% vUiAJt) PIJBUL•Si &ri.0J FLORll i :Comm a IS011 ••.,,,,�:' Expires. SEP. 24, BONDEL ThRT AYLABTIC BONDING CC, BC rectdF/Partner/Manager who signed above: 7-7-Z B TATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERi7FYftatthis Is a true copy ofthe oiiOa1 filled In this once . day of 20 WITNE ° Gjj, han _ and Mal Seal. B c.. catY Owner: Gloria Zomerfeld Job Ad 5B Miami Shores OPN # 4 OPN # 5 100' (2) Floor Building OPN # 3 Opn Description: Size: 1 .2000 HR 74 x 501/2 2 2000 HR 361/2 x 501/2 3 ! X2000 HR 361/2 x 501/2 4 ; 12000 HR 361/2 x 381/2 5 ;2000 HR 74 x 501/2 Certification: 09- 1008.06 09- 1008.06 09- 1008.06 09- 1008.06 09- 1008.06 Calculated DP: ( +70 -90 ) ( +70 -90 ) ( +70 -90 ) ( +70 -90 ) ( +70 -90 ) Glass: 5/16" Lami 5/16" Lami 5/16" Lami 5/16" Lami 5/16" Lami g.Rd 0/ o 50' 111:1 z► LBLDG DEPT APPROVED 1 Miami Shores Village Q: -c , 1 � a gc' ° Z F �A c\ ) `1 DATE 1 1 = FLORIDA BUILDING C • 2007 - ASCE /SE1 7 -05 - WIND LOAD TABLES - 140 Building with mean roof WIND PRESSURES IN PSF 140 MPH VELOCITY �I IUIIIIIIIIIIIV Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 • 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER C ❑UNTIES al than 60 Feet D PRESSURES IF 46 MPH VELOCITY 46, 150 mph - Exposure C - Enclosed Building Height Roof Slope less than 10 degrees ' •o Slope grey r -- -. 4. - -•- - - =- ees Positive Negative Positive Negative z4 &z5 z4 z5 z4 &z5 z4 z5 0 -15 425 46.1 56.7 465 50.4 62.2 16 -20 45.2 '48.9 60.2 49.4 53.5. 66.1 1 -30 49.2 53.3 65:6 53.8 58.3 OTCP 31-40 52.3 56.6 69.7 57.1 62.0 " 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 .62.2 67.5 83.3 MIAMI- DADE_COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION-BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30) 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =:18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) .9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft A9 111111111111111ININeemmemen WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M ❑NR ❑E COUNTY Roof Slope Ch. MEAN ROOF HEIGHT Cy a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 xBW ENGCO,z�c. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585-0305 E -mail: Engco@AOL.com h1D i vuEIREDO a-PE5 609 - IVC)T.WALIDWYOUt SEAL 8/16/2010 MIAMI -DADS 001 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 /2050 Aluminum Horizontal Sliding Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series- 2000 /2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by A1- Farooq Corporation, dated 08/27/03 with revision "E" on 06/25/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0527.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAM[, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode MIAMIOADE COUNTY APPROVED NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series- 2000/2050 Alum. Horiz. Sliding Wdw, (L.M.I)" Sheets 1 through 9 of 9, prepared by A1- Farooq Corporation, dated 08/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc,, Test Report No. FTL -5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08- 0527.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, AS 201 -94 E -1 Manuel Perez, P, Product Control Exam NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/30/09, signed and sealed by Arshad Vigar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaclte® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Vigar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window -- L.M.I., approved on 07/10/08 and expiring on 11/06/13. E -2 Manuel P • .o, P.E. Product Control xa er NOA No. 0' - 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 w 1- N 0 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'A' 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" ANN. GLASS SILICONE DOW CORNING 795 �l- GLASS TYPE 'B' 3/16" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 z Tr— I GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 I GLASS TYPE 'B1' 10 DOW HEIGHT 111" 6" MAX. HEAD /SILL CORNERS VENT HEIGHT O 0 11 ,1 WINDOW WIDTH 10" MAX. HEAD /SILL FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 0 W GLASS TYPE 'D' 3 ,I7 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1 /8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 O r� w GLASS TYPE `E' 33 3/8" D.L. OPG. TYPICAL ELEVATION SERIES 2000 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH • • SERIES - 2000/2050 ALUM HORIZ. SLIDING WINDOW • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH" VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ETngr�A,, V1QAR CIVIL FLA. OE # 38863 C.A.N. 3938 LAMINATED GLASS LARGE MISSILE IMPACT SEP 1 4 2009 L' E3DUerREVJS,D felpgapb' or. •t',111 the 1 bitdhlig C'r "f< AtagrAnce Nn u Date • Z h N • w ce0 r06 O w fr G 0 0 w O Qdd M • 'cog to Q3eG, Iri• z In = g i�414 COMP- ANL \W03 -75E5 ) 2 -J • N •(▪ . • 10 •,L 4 • d in • e� •t • • >_ • , t • • • Iii t 1.1 N ii) • is N in •r i d V-1 N •g•!. U) 0 N go 0 L 0 ru O W 0 yo a .a to 0 v 0 l•'.1 0 8 N 8 8 N 0 0 0 0 1 Q1 0 1 drawing no. W03-75 (sheet 1 of 9 • • • • • (sheet 2 of g ) DESIGN LOAD CAPACITY - PSF !(X0 OR OX SIZES) SERIES 2000/2050 • WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' GLASS TYPE 'D GLASS TYPE 'Al' GLASS TYPE 'BI' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 26-1/2" 37" 53 -1/8" 74" 26" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37" 53 -1/8" 74" 38 -3/8" (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2° 37" 53 -1/8" 74" 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 _ 70.0 80.0 80.0 90.0 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 26=172" 37" 53 -1/8" 74" 63" (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0 42.6 48.7 70.0 86.6 70.0 80.0 80.0 90.0 7 - - - - - - 80.0 90.0 _ 24" 36" 48" 60" 72" 22" () 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 36" 48" 60" 72" �3} 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24° 36" 48" 60° 72° 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 (4) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36° 48° 60" 72" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 60" 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 (5) 6 45.1 51.5 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXT.( +) LOADS TO 70.0 PSF HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF STD. MTG. RAIL S -2000 H.D. MTG. RAIL S -2000 STD. MTG. RAIL S -2050 H.D. MTG. RAIL S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUIL¢ING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 1 ' t Engf: ARSHWL AD "R - En FLA. PE � 38863 C.A.N.. 558 SEP 1 4 2009 8'DLICF REVl 8e complying with gm Flab*- € Code itaciltptance N Ion Rate • • • • •� • • • 11341ftk) z o ? 0 o o 0 vc o'r°; 8 V a.QC ei Crb " J sttigse aW in N 0. 0 U 5 N N N �•c 1 .4- ▪ ••a' •d - 1 • 1 J • • �s q0 Sri o S Z�•y� • • 0• Near* 01. 41 0 MATED pS O .0 0 0 0 01 O 0 a 8 a N 0 v 0 0 4 N iy • O u drawing no. W03-75 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 . WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' GLASS TYPE 'p' GLASS TYPE 'Al' GLASS TYPE 'Bl' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) EXT.(*) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106-1/4" 111" 26° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111" 38 -3/8° (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 I0 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4° 111" 50 -5/8 (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111° 63° (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 90.0 72" 84" 96" 105" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 90.0 • 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 90.0 • 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 48" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" 108" 7 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 60" 8 47.6 54.4 - 70.0 90.0 70.0 80.0 80.0 90.0 (5) 9 - - 70.0 83.9 70.0 80.0 80.0 90.0 10 - - 70.0 78.7 70.0 78.7 80.0 90.0 A c NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER (1/3W) 4 (1 /3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF LIMIT EXT.( +) LOADS TO 70.0 PSF ,STD. MTG. RAD, S -2000 11.0. MTG. RAIL S -2000 STD. MTG. RAIL S -2050 B.D. MTG. RAU, S -2050 H -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER LIMIT EXT.( +) LOADS TO 86.7 PSF LIMIT EXT.( +) LOADS TO 80.0 PSF DESIGN LOAD CAPACITY --- PSF (XOX SIZES) SERIES 2000/2050 WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'AI' GLASS TYPE 'B l' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'A I' GLASS TYPE '81' GLASS TYPE '0' GLASS TYPE 'E' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26" (3) 7 70.0 80,0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74° 50-5/8" ` 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 74" �5) 7 - - - - - - 80.0 90.0 72° 84" 96" 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 1 10 70.0. 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84° 96" 108" 36" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 ; 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 96" ��) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 • 90.0 9 - - - - - - 80.0 90.0 • 72" 60" (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/2W) (1/4W) • • • OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC.. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr. a4fiSHA0 VIQA33 CIVIL FLA. PE # 3886$ C.A,N.. 538 SEP 1 4 2009 teeDUCT REVIBIED tp4oplying +ltb.$iie !gip Cock Anglattoe �N "!„. Pte • • J z _O H cr F• O 0 0 - • �• ygLL J u' EI4 4 1 0 1. 1 (revisions: 'no date by description C 09.21.07 GLASS TYPE .0. ADDED O 05.12.08 GENERAL REVISION E 06.25.09 GENERAL REVISION drawing no. W03-75 (sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING O 1BY WOOD BUCK d d 4 d G 4 d 4 4 EXTERIOR n METAL. STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 a a TYPICAL ANCHORS SEE ELEV. FOR SPACING S w g a. MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF DRIL INC SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. AT SILL ft tioN Z ;° e a2 N 0 r it C 1. 0t 0 cn OA.( 8 0 °e E igte J 0 co 651 COMP -ANL\WO3 -75E5) ..m. 1 • d .. 1 . . I • :::t. • • • aet° In CNI *� 3 t.. . ~I Nsy ...C� f N • • • M. • Qy� • •N. WEEPHOLES: Wi = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END —�IIL I��ultlLtir ■. 1�� 17 TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 1BY WOOD BUCK SERIES -2000 SERIES -2050 Engr: ARSHAD VI43AR CIVIL FLA. PE jj< 38863 C.A.N. 3538 SEP 1 4 2009 P »CT R V S D Roddy Date 3' 4 1"11 / Ol c N c 0 .y .57 1 0 0 N G3 rn UPDATED FOR 2004 FBC x 1- 1I 1 U 0 QI 0 v 0 Oi 0 0 0 0 0 HI 0 0 tt 4 0 11 0 drawing no. W03 -75 (sheet 4 of 9 TYPICAL ANCHORS SEE ELEVS. FOR SPACING ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS 1 ES1003 1 FRAME HEAD 6063 -T6 - 2 ES2001 1 STO. FRAME SILL 6063 -T6 - 2A ES2012 1 HI -RISE FRAME SILL 6063 -T6 - 3 ES2003 1 FRAME JAMB 6063 -T6 - 5 ES1005 1/ VENT FIXED RAIL (S -2000) 6063 -T6 - 5B ES1051 1/ VENT FIXED RAIL (5- 2050) 6063 -T6 - 6 ESIOO4 1/ VENT STD. VENT MEETING RAIL (5 -2000) 6063 -T6 - 6A ES2004 1/ VENT H.O. VENT MEETING RAIL (5 -2000) 6063 -T6 - 69 ES1052 1/ VENT STD. VENT MEETING RAIL (S -2050) 6063 -T6 - 6C ES1053 1/ VENT H.P. VENT MEETING RAIL (S -2050) 6063 -T6 - 7 E51007 2/ VENT TOP AND BOTTOM RAIL 6063 -T5 - 8 E51006 1/ VENT JAMB STILE 6063 -T5 - 9 ES2008 AS READ. GLAZING BEAD 6063 -T5 - 10 E52002 1 SILL TRACK INSERT 6063 -T5 - 11 ES2O11 AS READ. STD. SILL RISER 6063 -T5 - 12 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063 -T6 AT 8" FROM ENDS 12A SL203 2/ VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 129 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - 14 C1 B251 N AS READ. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 14A W23221NG AS REOD. FIN SEAL PILE W'STRIPPING - ULTRAFAB 15 #8 X 1° AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS • • 16 #8 X 3° 2/ VENT FIX. RAIL SILL SCREWS (STO. SILL END) CRS P.H. SMS 16A #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI -RISE SILL END) CRS P.H. SMS • 17 W2321NG AS REQD. VENT & FIX. RAIL W'STRIPPING - ULTRAFAB • 18 W23291 NG AS REQD. FRAME JAMB W'STRIPPING - ULTRAFAB • 19 WPHL- 100 2 BAFFLE - M & M PLASTICS • 20 #6 X 1/2° 2/ BAFFLE BAFFLE SCREW - F.H. SMS • 21 ES1010 AS READ. GLAZING GASKET SOFT PVC - •' • 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - • 23 E52006 2/ VENT ROLLER BRASS /ST. ST. • - • 24 ES2005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1" X 3/4" X 1" LONG 26 - 1/ VENT 5/16° BOX SCREEN - OPTIONAL 27 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL Engi: 4I SHAD VIQAR. CIVIL FLA. PE, # '361363 C.A.L. N. 3538 SEP 1 4 2009 IfteDIJCTREVISFD assoupgyMg with the Merida Cod Ile ,its 'lfr • .«ter p o °xr1 1 z P 0 cep Q2 cl Ow G Ores o 1,1 01038 Q .0 W 1° j oMQ 4W 2 o• • • • • 1 • c (revisions: ) 'no date by description D 05.12.08 GENERAL REVISION E 06.25.09 GENERAL REVISION O II Cal drawing no. W03 -75 sheet 5 of 9 1/4" MAX. SHIM VENT WIDTH D.L.O. METAL STRUCTURE 1111111111p Mn11111m 1/4" MAX. SHIMS C.) HEAVY DUTY 7 ' 1BY a WOOD BUCK 6 v.. 111=1 TYPICAL ANCHORS vv SEE ELEV. v FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE VENT WIDTH 1/4" SHIM MAX. VENT WIDTH 1/4" MAX. SHIMS Y WOOD BUCK 0 WO t STRUCT- r1 Au}IUUU� 111111111R MIlnnIHI •1 M1111IUM v ✓ TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • .• •• • • . SCREEN OPT.----/ EXTERIOR WINDOW WIDTH XOX LAYOUT 4v 0 1BY WOOD BUCK 1/4" MAX. SHIMS MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA O q o 4 0 ° tfr 4 SERIES -2000 VENTS WITH SPRING LOADED LATCHES Engrg 'RSHAD VICAR CIVIL FLA. PE #_ 38863 C.A.N.: 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEP 1 4 2009 WINDOW WIDTH WINDOW WIDTH PRODUCT REVISED tuitatapktiate with du Florida ettift Cede AleageanCe N , I„r.. 14001112 .lr Nx•13 drawing no. W03 -75 1/4" MAX. SHIM METAL STRUCTURE VENT WIDTH D.L.O. 1/4" MAX. SHIMS °1BY WOOD BUCK .rr•rt ° v TYPICAL ANCHORS +� n FOR SPACING SEE ELEV. If 011111I•1 rr-zer -� D.L.O. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° SHIM MAX. Y WOOD BUCK OR' WO STRUCT XO LAYOUT OX OPPOSITE VENT WIDTH VENT WIDTH EXTERIOR WINDOW WIDTH YI11111111- HEAVY DUTY 1 /4" MAX. SHIMS • ° • TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. --- --" XOX L YOUT MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 _ WINDOW WIDTH 1 BY WOOD BUCK ° 4 SERIES -2050 VENTS WITH SWEEP LATCHES Engr: 4RtiHAD VIOAR PIVIL FLA. PE fi 388¢J C.A.N. , .538 SEP 1 4 2009 aNVADUCT MIMED effi ofranktyles with the F1orkls) Mesa Co* Masyttalee Ride Z h • t W A 0 ✓ q m a t; m Q rL < r� rt O .J a , 04 g N N 1 NI- N ••re C9 • 1 • !3 • I • • 1;• •• i• • N U j< • IF.: •. •I • CX L1!• • ••t 4.3 N.- % gr„,,,41 to • It 4l1- 1lrrrjjj • i �}f• • • • N O Q wCC w Lirea�• CI) • C c 0 M O a sus 1 V 0 UPDATED FOR 2004 FBC NO CHANCE THIS SHEET 0 a N a U 0 0 0 0 vti 0 8 N 0 0 m 0 0 w drowing no. W03-75 (sheet 7 of 9 .857 .837 • • ••' •• • • • •. • ••: • • •• , • • • • • • �U n gi ri * 2.330 1.344 2.063 .062 2.063 .062 803 i 062 2.186 - 1.242 - .062 �' 715 •0 �p 2 F z z N 1 .930 II 4 n1.130 --� i .930 � D .062 VENT �^ -•930-I TOP /BOTTOM 1.434 813 I� RAIL I I-- .147 1.130 I\9 GLAZING BEAD STD. MEETING r AL- FAROOQ CORPORA ENGINEERS & PRODUCT DEVELOPM! 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2845100 FAX. (305) 24 Cot L 1.250 - RAIL STD. MEETING - 1.250 - RAIL - 1.421 . 813 ! tom--- 1.400 -.- HEAD 1.122 .760 U6 SERIES -2000 6B SERIES -2050 .930 FRAME 2.188 .062 .949 2.063 - 2.063 .078 1.230 -062 1.630 .062 1.630 - .992 -a -1.118 -m 1,149 868 .930 .930 F-.4 .813 2.996 - .813 STILE _ .489 1.250 JAMB T2 VENT LATCH -� - 1.250 ._ 1.250 .062 TYP• 983 2.375 2.190 062 d ,(SERFS- 2l1Q(=/ hiALl HI II SLbID WOW. (LM.L.) E.S. WINDOWS, LLC • W2A.N.w..72 .AVE. BSY # � IlAM , FL. 3'516$ ; • ; ; �L. (85) 6:1;41774. • FAQ:(3d5a,• 624 -7777 • ..a . 770 W.D. MEETING RAIL 6A SERIES -2000 H.D. MEETING RAIL O SERIES -2050 500 2.113 2.181 .994 � 2.130 2.268 27 FLUSH FRAME ADAPTER 1.675 .500 2.392 .062 2.555 �^ 1.212 •' O2 f 1.678 2.330 ---- -m STD. FRAME SILL 1.212 b .992 .992 2$2 -=--� .868 .062 - 1.250 .062 1.250 .992 -1.118- .062 TYP. I I M- .969 -�I (�3 FRAME JAMB .813 3.437 FIXED RAIL 0 SERIES -2000 FIXED RAIL 56 SERIES -2050 • escri • ion NO CHANGE THIS SHEET UPDATED MR 2004 MC NO CHANCE THIS SHEET GENERAL REVISION GENERAL REVISION .a7$ .983 2.816 - .068 - 046 - .078 .450 2.500 >„ .500 cya0g00 0 0 ro- • -b00:9°21::-"( N 0 2.330 HI -RISE FRAME SILL SILL RISER d a m c w • (date: 08 -27 -03 (=de: 1/2' 6 t" 1 J (dr. by: HAND ) I ehk, by: J 188 �j �°" 0 62 1-.250 E�gr: ARS VIQAR • f'l.A, i'E 36863 ' C.A.N. 38 SEP 14 2009 � �i8• ©i4 ig II*4¢ .�`�,� WM/3 11 / /._�.�.�-..s.1 -1 r- .328 l I 312 �II 1� t0 SILL -1.49$ d TRACK -7� I T sa3I 4-.250 VINYL . s,:`, . Predsf t Cf RI ° , drawing no. W03 --75 21 BULB (sheet 8 of 9 VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr: +RSHAD VIQAR • FLA :. # .38863 C.A.N. 538 • SEP 1 4 2009 PRODUCT * Z anishigas The tl tle J+ ►,i8 Date ! /Jgn01.: D r a TVs Z oZ a0 tit c° a o t Uo 0 a <Q $ rg W31..6 4' 4 g g et E COMP- ANL \W03 -75ES ••I ••4 .•' • • • • • ••a• • x N n CM xo •• 4 Is to • ••IR >- • •i• • u.i o ) pe Xzit �•in Cl) rr W$•. • co d 0 N ei O 8 IG O 0 c O W O n N 4 ■ • • 8 1 drawing no. W03 -75 sheet 9 of 9 .• •••• • • • • • •• ••• • • •• • •• • •• • • • • • • • • •••• • • • •••• • • • •• • • • • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• • /4,G1i Ski � e€