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WS-11-2335Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168010 Permit Number: WS -12 -11 -2335 Scheduled Inspection Date: January 23, 2012 Inspector: Rodriguez, Jorge Owner: LONGMAN, ROBERT Job Address: 913 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement COCONUT GROVE GLASS AND MIRROR CORP. Phone Number (305)756 -7919 Parcel Number 1132060143090 Phone: 305 - 634 -3420 Building Department Comments FIVE IMPACT WINDOW REPLACEMENT Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 20, 2012 For Inspections please call: (305)762 -4949 Page 16 of 47 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //` 1'eg ofy -6,7d 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. 111111111111111111111111111111111111111111111 CFN 2011R0726646 OR lik 27874 F's 2997; (1) RECORDED 10/27/2011 10 :48.46 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST F'AGE 1. Legal description of property and street/address: f 3 3 /,3 d' 2. Description of improvement: 3. Owner(s) name and address: ../20,0e/17.71. 2e 9/.� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 0 teC 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a d' ent a e is spec' ied) 1 ST 9 nature of Owner 2os4-'; hutwoof ? Print Owner's Name Sworn to and subscribe Notary Public Print Notary's Name My commission expires: e me this cPairay of 20// . ar,ee-e .6"572,/ Prepared by �aesW /k2 Address: NOTARY PttBLfe- STATE OFF I,ORIHA Gioria Coto ''nom Expires: JULY 12, 2013 ONDED TURD n1LAN ITC BONDING W., INC. 123.01 -52 PAGE 4 5/06 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 � Permit No. VC n� `�� 11 U(J PERMIT APPLICATION FBC 20M. r Permit Type: 6-111d\ OWNER: Name (Fee Simple Titleholder): /20 grc!U L La e J' h'%//0/ Phone #(�0� 71/4/-7?/9 Address: D 1.9 2011 «ILJ Master Permit No. City: ?-17 e 077-7?i State: �� Zip: 33 /3/ Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 9/' ill/—*' L"' S v=et- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO )('-' Flood Zone: CONTRACTOR: Company Name: .4...-..4/7`CO/Cei/ v //�•SJt�/� %��!9fot #: 3496 3 36'2)426 Address: 3 6 C 0 21C- /K2_ City: 400-7•-0-0 i State: / � Zip: V Qualifier Name: 1,11/ 1 f/ 0-444 t/4-�,dze - 2e../.1- 7_/d Phone #: ��✓�/- �� State Certification or Registration #: Certificate of Competency #: Contact Phone #: i i 7e. l-,i 2.0 Email Address: @aeod/cd ,tGl.P7,- ,. W/f0 tlf c * VeL :" DESIGNER: Architect/Engineer: �LN G -/f-iCi d'P�LS' Pne #: ho 34 1'2-3 -3i34P Value of Work for this Permit: $ L Square/Linear Footage of Work: ` °2-3 Type of Work: ❑Address Alteration New ❑Repair/Replace ❑Demolition Description of Work: _ —4.- /2--)ifr(,.,-/#1.•,0af.) ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Feed * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /SV CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $145L-4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (J Signature Signature Owner or Agent Contractor oing instrument was ackn wl dged before me this/6 / The 4 e s ing instrument was acknowledged before a this by Z4f ,l4' day • _; GY/ who is personally known to me or who has produced As identification and who did take an oath. , 20 f/, by /l/ %4ga 01760S.44•fl who is personally known to me or who has produced as identification and who did take an oath. NOTARY_ruHL c: My Commission Expires: NOTAt(( k't i,�1 -hTA ®i�FLOf liA ,, Gloria Coto 5 Commission #DD882215 •' Expires: JULY 12, 2013 BONDED THRO ATLANTIC BO 'NORM CO., INC. ;a13Tt LAY PL'BL:N -STATE OF FLORIDA Gloria Coto Commission #DD882215 Expires: JULY 12, 2013 BONDED THRU ATLANTIC BONDING CO., INC. *********************************************** �Y3e3e**** a :3ede3e�Y�Y�Y�Y3e *3r9e3e�Y3e*** Y Y * �t9e9r3c9Y9e9e� +e4: * ***eSc4r9e* *:F:k9cde* **** My Commission Expin APPROVED BY (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review Zoning Clerk 7 THIS INsTRUls rr WAS PREP 75K154174 PREPARED BY: LOUIS M. SUIEVO,,�t'u1913 N.E. 95th Skeet. Miami, Florida WARRANTY 04 F.9059 Pc1242 RAMCO FORM D.1-5Re i 31 PM . 2 :" � RGY arrunt1 peb 3hth1ttur,l Made thL . 18th Ass of July BETWEEN LOUIS t1, SUEVO and MARY'SUEVO,.his wife of the Camay el DADE ponies of the Par par. and • •and Store aJ • FLORIDA .» '- . Retires ROBERT L. LONGMAN and •SItSAN E. LOTWCMAN, his wifo; es, tonents b7 the/ :�..-- o/ the Cossets o/ • • DADg • Cj and State o! FLORTDA . panios • - O emend part, WITNESSh7H, that yte said port its ••• of thr'Aie yari,'yet and to roriiidsralion of the :mien o1 ' ' • ' TEN and T'0 /l0O (: ?10.'00)- , • - " , 1 ° w thorn ' wt'hand' - - -. -- _.__Dotter,; Illnilinilll • .A. pm.. • rereipe uhereol is hrreb atbnoulerlged, have gramtnd, borgoiard, w►d and_ • �l haasJanel, and by theta praenes, do . ' C Q Q .. .. • grmu, bargeK jell and trawler urto,the Wid sporti a ..'.of the •r t_ C7 • second parr and . . thoi rs heirs. and awl orerva. all that certain parcel el tend I ' �'f• t 1 song soil bris,g. is, the Conroy •. 04, of ... DADS: cnd•Staa of Florida. more particularly dewribed as /aUous: .. • ' *913 N.E. 95th Street., 'lianli• $hpres, Pia, . CD.''' /1+ RAZE CGUitiI Lot 17 and the West 21.03 foot of I.ot 18; in Block 76 of MIA'.I SHORES, SECTION THREE, according to the Plat thereof, recorded in Plat. Book 10 at Pogo 37 of t.hn Public Records of Dade County, Florida. Subject to: Conditions, restrictions, 11•mitntlhni end oeonmonts -of IFI 31.,1 S� record, but any such interests that may have been terminator r • ero not hereby re-imposed; taxes for the year 1911 and subsequent years. cf TOGETHER w i t h all the tenanents, hertditametw and appurtenances, with every privilege, right, t i d e . i n t r r e u and 'estate,• E 1 S e t dower and right of dower. reversion, remainder sad easement &heaeto belonging or in anywise appertaining: TO HATE ,AND TO HOLD the mono in lee $iptple loreTrr. . • • •- •And the said pan ion of the first past torenans with the mid pmt 1e8 of the second pee that they • are Iawluly s.isrd of ihr said premise, shot they are free Irons aIt eneumbrances oxeopt those they have end that of record /good right and lewd authority to sell the same; and that the said pardn i el she feu part do hereby 1uIIy usvrerrt the tide w the said land, and uWU defend the tome against the lawful claims of dB peetoat uAlansoetrr. IN WITNESS WHEREOF. the said parti en of the first port ha on seal a the day and year shove amines,. Signed. Sealed and Delivered in Our Pretence: hereunto tee our hand^ and . �1. ;.` • .. f:N. c�_1 , ,ect•� -- '-seep Louis 1... Suevo • /J' J "' / . • ter... e.%' (Seep Mary Ouevc. ertate of Nart% E4uttMp of . DADE 1 HEREO)' CERTIFY. That or: this before me pees:waly appeared NOM 'ammo RICHARD P. BRINAER. CLLM tumult Utu11 i 18th clay „/ July LOUIS M. SUFVO and MARY SPI;VO, his wife A. D. 1975 • to me known to be the person:: desnlbni to and who eammi d the lemltohmg mum. eergmwe 1. ROBERT L. LonnmATI and SUSAN E. .LONOMAN, his wifo .. • and severally.aehnew4dged the frerortoo thereof to be Choir free net end dreg for the user and purposes theorise m.odan d: and the said .. •MARY- SUEVO the uiIe of die said • LOUIS M. SOEVO.: on a',parate'r.a prhnte rsam4emlm *Amm and mode by and before ms, and separately and opus /erne her said husband, did. oeiuowledge the 'rite made' herself o grggowerghl sold Deed of Conveyance for the purpase'of renounsing,'rd iagulahrng and conveying di ha rigN. tide end i,u rs i�rrrr. of dower or o/ separate propertyo oadurorr a tquitob4, to and to the lands thereto dmaibed and that ghO.,0 poed•til4 - .''nee dyed freely and voluntarily. and without any constraint, Per. apprehs®bn or rompahion 01 .a trem,het'art'd •hashmtd WITNESS my dimmer and oHktal eel at ... . Miami' + j . 's , mm ha the County of . Dodo : :and Swig Qf . F1or1da . ;7,4 `G .. ^/ ) ° - last aforesaid. 1 . ... Ott u _ a • 1 HOTARY wnu *. STATE Of Hoer /4e' MY.couulsstan.• o lxFtRES DEC AIleel d'' ` eorosn rwau !teneuo w.. ,, •..• • L ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 12/12/2011 PRODUCER Phone: 305- 556 -1488 X242 Fax: 305 -556 -3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 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 THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 INSURER A: National Trust Ins Co (FCC) 20141 INSURER B:FCCI Commercial Ins Co 33472 INSURERC:FCCI Insurance Co 10178 INSURER D: DAMAGE TO RENTED PREMISES (Eaaccurence) INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADM. INSRD TYPE OF INSURANCE POUCY NUMBER GL00068813 POUCY EFFECTIVE DATE (MMIDD/YYI 4/20/2011 POUCY EXPIRATION DATE (MM/DDIYY) 4/20/2012 LIMITS EACH OCCURRENCE $1,000,000 A GENERALUABILITY COMMERCIAL GENERAL LIABILITY X DAMAGE TO RENTED PREMISES (Eaaccurence) $100,000 CLAIMS MADE X OCCUR MED EXP An ( y one person) $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $2,000,000 GEM AGGREGATE UMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2, 000, 000 POLICY n JEC LOC B AUTOMOBILELIABIUTY ANY AUTO ALL OWNEDAUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS CA 0004471 7 4/20/2011 4/20/2012 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) GARAGE LIABIUTY ANY AUTO AUTO ONLY - EAACCIDENT $ THAN EA ACC $ OTHER AUTO ONLY: AGO $ B °(CESSIUMBRELLAUABIUTY UMB0002258 7 4/20/2011 4/20/2012 EACHOCCURRENCE $ 3 000 000 X I OCCUR CLAIMS MADE AGGREGATE , , $ 3. 000,000 DEDUCTIBLE RETENTION $10.000 $ $ X Retention $10.000 C WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes describe under SPECIAL PROVISIONS below 001 -WCO8A -42367 3/1/2011 3/1/2012 X TORY LIMITS RM s OER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1 , 0 0 0 , 0 0 0 E.L. DISEASE - POLICY UMIT $ 1 , 0 0 0 , 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION Miami Shores Village g 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE _r pACORD CORPORATION 1988 /) VALJbES4VYILLIAM. Is certified under the prav►rions of Chapter 10 of Mlrml•00de Cour* VALID FOR CONTRACTING UNTIL OS130 /2012 pap: i Word n Trades �wiify ng BUSINESS CERTIFICATE OF COMPETENCY 00001776' COCONUT 9ROVg At. * MIRROR QUALIFYING TRADE(S) 0023 GLASS & GLAZ.ING ta,nwuv u.,n.rs Y E Sawa vl UM IW WI ,t n • N. Ion M2 II I) IU Cv,ali IW1►u1% ►e plot„ Y Yt► i TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. rue 1 MAC EXPIRES SEPT. 30, 2012 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER BA - ART. 0 & 10 PERMIT NO. 231 457193 -2 THISISNOTABILL-00 NOT PAY RENEWAL BUSINESS NAME /LOCATION RECEIPT NO. 296298-4 COCONUT GROVE GLASS & MIRROR CORP 3660 NW 41 ST 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR COR Sec. Typo of Business EMPLOYEE /5 214 RETAIL SALES 11 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY mama REGUIATORY ORR ZONING LAWS OF THE COI/NIT OR CRIE8. NOR DOES R EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LIC8N88 R800IRS0 88 LAW. THIS IS T�8 Lows QUALIF H =Lows PAYMENT MEWED MIAMI.DAOE COUNTY TAX COLLECTOR: 07/19/2011 60050000387 000082.50 SEE OTHER SIDE 'MIAMI -DADE COUNTY TAX W. FLAGLER ST. let FLOOR MIAMI, FL 33130 DO NOT FORWARD COCONUT GROVE GLASS & MIRROR CORP WILLIAM VALDES PRES 3660 NW 41 ST MIAMI FL 33142 11/111/1 II1 111 IIII11I11IIIMI 1111llI11111IIJIiI111111/t17Y11 2811 LOCAL BUSINESS TAX RECEIPT 2012 FIRST-CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER BA - ART. 0 & 10 PERMIT NO. 231 191573 -6 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUSINESS NAME/ LOCATION RECEIPT NO. 202107-9 COCONUT GROVE GLASS & MIRROR CORP. CC * 000017767 3660 NW 41 ST 33142 UNIN DADE COUNTY OWNER COCONUT GROVE GLASS & MIRROR COR WORKER/5 Type of Business 196 SPECIALTY BUILDING CONTRACTOR 2 IS ONLY A 8UU8INISS TAX RECEIPT. IT DOES NOT EMIR THS HOLDER TO MATE ANY 8XISTIN3 REGULATORY 011 ZONING LAWS CO CRIER ! On ODES IT EXEMPT THE PERMIT FOR LICENSE REDSIRXD SY LAW. THIS 18 NOT A CSRTIICATION OP TAB NOLOSITS ODALMOA• TRGN8. PAYMENT PIECEIVED MWMI.OAOE COUNTY TAX 07/19/2011 60050000381 000075.00 SEE OTHER SIDE DO NOT FORWARD COCONUT GROVE GLASS & MIRROR CORP WILLIAM VALDES PRES 3660 NW 41 ST MIAMI FL 33142 111111 1111111 11114111111 111111111111111114 111111111,1111NA MIAMI -DADE COUNTY 2011 MUNICIPAL CONTRACTOR'S 2012 FIRST -CLASS TAX COLLECTOR TAX RECEIPT U.B. POSTAGE 140 W. FLAGLER ST. MIAMI -DADE COUNTY • STATE OF FLORIDA PAID 1st FLOOR PURSUANT TO COUNTY CODE SEC. 10-24 MIAMI, PL MIAMI, FL 33130 EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RECEIPTNO. 30- 2021079 CC NO: 000017767 BUSINESS NAME / LOCATION - RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR COCONUT GROVE GLASS & MIRROR CORP AS SPECIFIED HEREON. 3660 NW 41 ST OWNER :COCONUT GROVE GLASS & MIRROR CORP SEE BACK OF RECEIPT FOR A LIST OF NON — PARTICIPATING MUNICIPALITIES Receipt holder must register to the city Whore work la to be dome. :mamma *0050000443 000175.00 SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD COCONUT GROVE GLASS & MIRROR CORP WILLIAM VALDES PRES 3660 NW 41 ST MIAMI FL 33142 i11111111i1, 1111111111,11111M1111111 Ill 1 111111 1Ii11111111f111I WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: E. LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: BOB LONGMAN 913 N.E. 95 ST. MIAMI SPRINGS, FL. 33138 User Inlplrltl3afa ..... M : . Structure Type Building 0.60 Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I II -0.55 xposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) Type of Roof 18.4 Deg , Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 26.00 ft Mean Roof Height (Ht) 24.00 ft Width Perp. To Wind Dir (B 40.00 ft Width Paral. To Wind Dir (1 106.00 ft Cala' tell Parameters , Type of Structure Height/Least Horizontal Dim 0.60 Flexible Structure No Calculated F Importance Factor 1 Hurricane Prone Region (11>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Facteor"Category I: Rigid Structures Simplified Met Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 us Zm Zmin itt Fac :or Categor 0.85 Rigid; Structures - Complete alysis° " 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9165 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8811 Gust Factor Summary ... G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/9/2011 Page No. 1 of 2 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4 4.00 ft Double Click on any data entry line fo a Hipped Roof 7 < Theta <= 27 Component Width (ft) Span (ft) ' Area (ft" 2) Zone GCp Wind Press (ib/ft02) Max Min Max Min MKS. "B, C & D" 10.00 4 1.00 -1.10 51.29 -55.64 10.00 5 1.00 -1.40 51.29 -68.68 MARK "A" 32.00 4 0.91 -1.01 47.42 -51.76 32.00 5 0.91 -1.22 47.42 -60.93 Note: * Enter Zone 1 through 5, or 1H through 3H for overhanas. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/9/2011 Page No. 2 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC 745 West 18"' Street Hialeah, FL 33010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.maimidade.eov/buildingcode 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 ;naterial 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 lligh Velocity Hurricane Zone. C� RiPTiIIN, ". Eco - Guard Ser�es�ZOD -""1�%rrunnm�Hari�ontal Rolt�ii� Wfudow — I._M I.--�� APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco-Guard Series 200 Aluminum Horizontal Rolling Window (L.M.I.) ", sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Farooq Corp., signed & sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami Dade County Product Control Division. 1VILSSiLE_MFAC p AItNG " Large and Small fissile Impact ) LIMITATIONS: Miami Dade County Product Control Approved Shutters Or Protection Devices AreNot Required. 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 chat] be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. oS / �7 /Zod 9 "1-NOA NO-.1119:031-1.01411111 Expiration Date: 05/2712014-.,_. , \ -- Appruvai Date: 05/27/2009 'Pagel ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Aluminum Horizontal Rolling Window (L.M.I.)' , sheets 1 through 7 of 7, dated 02/24/2009, last revision #A dated 04/17/2009 prepared by Al- Faroog Corp., signed & sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal Sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. IETI -08 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 2. Vest reports on: I) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal Sliding window, prepared by Hurricane Engineering- & Testing, Inc., Test Report No. HET! -08 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 3. Test reports on: I) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 c long with marked -up drawings and installation diagram of XOX aluminum horizontal Sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. IJETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test ReportNo. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. 6. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram ofXOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. .4.4r H -zg y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 E -1 ECO Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering '& Testing, Inc., Test Report No. HETI- 08-2230A, dated 01/15/09, signed and sealed by Candid° F. Font, P.E. 8. Test reports on: 1) Large Missile Impact Test, per TAS 201 -94 2) Cyclic Wind Pressure Test, Loading per TAS 203 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Comparative analysis and Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, sheets G -1 to G -2, CR -1 to CR -27, DC -1, TR -1 to TR -5, Ca -1 to CA -26, GL-1 to GL-3, A -1 to A-4, R -1 to R -3, prepared by Al Farooq Corporation, dated 03/02/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTME1300- 02/04. - D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated April 28, 2009, signed and sealed by Arshad Vigar, P.E. E -2 �y A. Makar, P.E., M.S. Senior Product Control Examiner NOA No. 09- 0312.08 Expiration Date: 05/27/2014 Approval Date: 05/27/2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinEcode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 perfonp 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 Divisipn that this product or material fails to meet the requirements of the applicable building code. This product i$ approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ES_CRIPTIOW card °Se es4=i1 fl 1trtiittum Si ngte Hung W idlow _ - -L. I I,.y, APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al -Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. ISS]LE' I g ACTRATIN *, Large "and SmalfMissile Im paet kes staet LABELING: Each unit shall bear a permanent label with theman manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 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 Carlos M. Utrera, P.E. • =rNOA No 09 -0224 07 'Expiration__ Date: April 08,= 2014;' Approval =Date. April 08, 2009 Fag ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled `ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 "001 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/20/09, signed arid sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. Carlos M Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 E -2 3/8 74 3/4 MASONRY OPENING 74 3/8 WINDOW WIDTH 63 3/4 MASONRY OPENING 3/8 63 WINDOW HEIGHT 1 © O • ELEVATIO N HORIZONTAL ROLLING 3 - REQ`D. OX MASTER BEDROOM GUEST BEDROOM #2, 3 ECO WINDOW SYSTEMS °ECO -GUARD SERIES - ZOO° ALUM. IMPACT HORIZONTAL ROLLING WINDOW IN WHITE FRAME WITH 5/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 09 -031 2.08 m 1 ■ n= o FOR: BOe LONGMAN COCONUT GROVE GLASS & MIRROR u °°I i ft AT: 913 N.E. 95 ST. 3660 N.W. 41 TH STREET •{( (S�1 °NI g -i I; MIAMI SHORES, FL. 331 38 MIAMI, FLORIDA 33142-4214 OZ g �i PHONE: 305- 756 -7919 TEL: 305- 634 -3420 FAX: 305. 634 -3421 IZ O ec r IAI- • W • W N n 10• -3N W N O�• 0N • l7 -I 113 ZZ -m ❑ Q i g 0 '0 - O WIr 4 03 P3 • UF]NO► < j 6 Ci• o(L"In a• Wwt ..IZizO O N • I .. W -Z O Q2a DRAWN SY: E. ROOamurz REVISION once : BNEET NUNOEft 06 -3 OF5 03 O 3/8 37 3/4 MASONRY OPENING 37 3/8 WINDOW WIDTH ■ BO ELEVATION SINGLE HUNG 1- REQUIRED BATHROOM OBSCURE GLASS 1 I7 03 m 37 3/4 MASONRY OPENING 3/8 ■ [7 MASONRY OPENING 03 0 WINDOW HEIGHT 37 WINDOW WIDTH 3/8 O ELEVATION SINGLE HUNG CLOSET 1- REQUIRED ECO WINDOW SYSTEMS ECO -GUARD SERIES '100° ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 09-0224.07 3/8 37 3/4 MASONRY OPENING 37 3/8 WINDOW WIDTH m Ia I7 OD ELEVATION SINGLE HUNG GARAGE 1- REQUIRED J l RE: DAAVE TE as -na -co 4- • a. - : a •a ' .. ., '• - • e • 4- f••. ' •• ` • •.a f ' • SECTION 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 3 1/2" FROM CORNERS, 2 ANCHORS AT 4" O.C. ON EACH SIDE OF MEETING RAIL & BAL. @ 1 0 5 /8" (ANCHORING AS PER N.O.A.) s - A. • ECO WINDOW SYSTEMS "ECO -GUARD SERIES - 200" ALUM. IMPACT HORIZONTAL ROLLING WINDOW IN WHITE FRAME WITH 5/16" CLEAR LAMINATED IMPACT GLASS N.O.A. 09-0313.08 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 5" FROM CORNERS AND BALANCE AT 11" O.C. (ANCHORING AS PER N.O.A.) a. 3/8" WINDOW WIDTH MASONRY OPENING 1/4" TAPCONS W/ 1 1/4" EMBED. INTO CONC. @ 3 1/2" FROM CORNERS, 2 ANCHORS AT 4" O.C. ON EACH SIDE OF MEETING RAIL & BAL. @ 1 0 5 /8" (ANCHORING AS PER N.O.A.) SECTION 11 leras 3/8" 305 -G34 -3421 X DRAWN HY: E. RDaR BUCZ CM£GT NUMOER CG-4 OF 5 SECTION 1/4u TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1211 O.C. (ANCHORING AS PER N.O.A.) EGO WINDOW SYSTEMS ECO -GUARD SERIES °100° ALUMINUM IMPACT SINGLE HUNG WINDOW IN WHITE FRAME WITH 5/16° CLEAR LAMINATED IMPACT GLASS N.O.A. 09- 0224.07 1/4u TAPCONS WITH 1 1 /4" EMBED. INTO CONC. AT 6" FROM CORNERS AND BALANCE AT 1 2" O.C. (ANCHORING AS PER N.O.A.) 3/8" WINDOW WIDTH \\ MASONRY OPENING SECTION Q' 0 rt to f- UIWN QW� J W m OF ❑_N nd1Z m • O 4. Z 0013 ❑1Q�OMIV FAX: 305- 634 -3421 m mcri Qin jib X IT in 1 t` © E. 41 in in - Zr❑ m Dm pm I .. m 0 Z < L O. (DRAWN BY E. RCDRRIUEZ ATE 11 -10.11 REVISION DATE : 00-DD -0D SHEET NUMBER CG -5 CIF 5 72' WINDOW WIDTH 3 1/2' MAX. HEAD /SILL CORNERS ECO -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR .SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUUJONS 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 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 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 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LISTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS (SJ FACE APPLIED) MAY BE USED TYPICAL ELEVATIONS HEAT STREW!). GLASS .090' INTERLAYER BUTACITE PV8 BY DuP010 1/8' HEAT STREW O. GLASS a. i sIucONE DOW CORNING 899 GE SCS 200D LASS TYPE 'A WINDOW WIDTH 4- 10 5/8' MAX. A 1 E 1 HEA.,... CORNERS II', il - i; I I 1111 ���L1 // == a= 1' 1' 1 1' 8 ,, U I� J-'IG-- '1 �'1 1 'I ,' ', ;, // ,,� -- =if - t -" -- 'I I' 1' 'I I I +'- - - -'a- 32 3/4' O.L. OPG. 36 7/8' VENT WIDTH r-1 /8' HEAT STREW!). GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8' HEAT STREN "0. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'B' GLAZING OPTIONS 1 32 3/4' O.L OPG. w i Q 0 es M�M W 11. O6 • O O 00,.QQ g o °� m E 0 Q �3� N. zi- Fos L J J fn N 1. ~w E W ino =° N 0 re Z 1.N O Ora W w� =,- cX 0 G ° a 0 0 a S • 0 ESE WINDOWS ARE RATED &SMALL MISSILE IMPACT UTTERS ARE NOT REQUIRED. Engr: ARSNAD VIDAR FLA. PE / 38863 C.A.r4. 3538 �a APR 2 4 2009 1 • n 1 1 drawing no. W09 -12 ifl I (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0. OX OR XX SIZES) WINDOW DIMS. A Z 11/0 ' s . WITH REINF. - CAE -'A GLASS TYPE '8' MTh ` HEIGHT EXT.( +) £XL.( +) W.( -) EXf.( +) ma.(-) 26 -1/2" 9 4 70.0 80.0 800 90.0 or 26" 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 7g" 90.0 8 70.0 80.0 80.0 90.0 26- 1j2', 37' 38 -3/8' 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 74" 80.0 8 70.0 80.0 80.0 90.0 26 -1/r 800 4 70.0 80.0 80.0 90.0 37" 50 -5/8" 4 70.0 80.0 80.0 90.0 53 -1/8' (4) 6 70.0 80.0 80.0 90.0 74' 80.0 8 70.0 80.0 80.0 90.0 26 -1/2" 90.0 4 70.0 80_0 80.0 90.0 37' i6 4 68.9 77.5 80.0 90.0 53 -1/8" 70.0 6 700 70.0 800 90.0 074" 7 80.0 78 0.Q ._,,.-7. • - ! 800 80.4 24" 72" 84' 96" 108" 4 70.0 80.0 80.0 90.0 36" - 4 70.0 80.0 80.0 90.0 48" 2Z) 6 70.0 800 80.0 90.0 60' 90.0 6 70.0 80.0 80.0 90.0 72" 90.0 8 70.0 800 80.0 90.0 24' 70.0 4 70.0 800 80.0 90.0 36" _ 4 70.0 80.0 80.0 90.0 48" �3 6 70.0 80.0 80.0 900 60' () 6 70.0 80.0 800 90.0 72' 8 70.0 80.0 80.0 90.0 24' 4 700 80.0 80.0 90.0 36" " 4 70.0 80.0 80.0 90.0 48" 6 700 80.0 80.0 90.0 60" () 6 70.0 80.0 80.0 90.0 72' 8 70.0 80.0 80.0 90.0 24' 4 70.0 80.0 80.0 90.0 36' 4 70.0 80.0 80.0 90.0 48' 6 700 70.0 80.0 90.0 (5) 6 r 70.0 70.0 80.0 90.0 60" 72" 8 i 700 700 80.0 87.6 A = NO. OF ANCHORS PER HEAD & 5/LL () = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS DLO WIDTHS .X0 OR 0X' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1/0 REINF. 111171 REINF. GLASS TYPE 'A' GLASS TYPE If WIDTH HEIGHT EXT.( +) gff.( -) EXT_( +) INT.( -) 74" 106-1/4" 111' 26" (3) 9 7 0 0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74' 106 -1/4 _ 111' 36 -3/8' 9 70.0 50.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 -Rai 74" 106-1/4" 111' - 50 -5/8' (4) 9 70.0 80.0 80.0 • 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106 -1/4" 111" (5) 9 70.0 70.0 800 90.0 12 70.0 70.0 80.0 82.6 12 70.0 70.0 80.0 80.4 72" 84' 96' 108' 24' (2) 9 700 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84' 96' 108' 35" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84' 96" 108" 48' (4) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96' 108" 50" (5) , 9 70.0 700 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 - 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/3W) (1 /3w) 3r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 11 /0 SEINF. 11711 REINF. GL ASS TYPE 'A' GLASS TYPE T. wiDTH HEIGHT £XT.( +) PIT.( -) EXT.( +) INT.( -) 74' 106 -1/4 111' 26' (3) 9 70.0 80.0 80.0 90.0 12 70.0 800 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 105 -1/4' 38 -3/8' (3) 9 70.0 80.0 80.0 90.0 12 - - 80.0 90.0 111- '12 - - . - SOO - -908 74' 50-5 /S (4) 9 70.0 80.0 800 90.0 74' 63' (5) 9 70.0 70.0 800 90.0 72" 84' 96' 108' 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 900 12 70.0 80.0 800 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108' 36" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 - - 80.0 90.0 72' 84" 96" 9 70.0 80.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72 60' (5) 70.0 ' 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1 /4w) 4 (1/4W) OPERATING VENTS TO SE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5 -DEC -219 Engr: ARSHAD 140AR CML FIA PE # 38803 CA.N. 3538 APR 2 4 2Q©9 FAX (305) 261 -2539 n N N m N 0 0 J Iv 0 a 0 0 cpm O 5 0) O 0 0 0 O l 9 oj w O a a drawing no. W09 -12 (sheet 2 of 7 ) MIAMI -OADE COUNTY APPROVED MULLION & LIULUON ANCHORS SEE SEPARATE NOA g3� TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: w1 = 3/5" X 2 -1/4" WEEPHOLES AT EACH END AND 37° O.C. MAX_ SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 2 N TYPICAL ANcHORs SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4 PI UTA._IAPCON- Fu.120 K9. Fy•92 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD • • i 1 :Y BUCKS ,(NTO CONC. _ OR MASONRY I 4" MIN. EMBED INTO CONC. OR MASONRi DIRECTLY INTO CONC. OR MASONRY 1 -1 /4° MIN. EMBED INTO CONC. OR MASONRY 1 4° •- RI . IN (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8- THK. MIN. (Fy = 36 KS! MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 °) (NO SHIM SPACE) TYPICAL EDGE flISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE fc - 3000 P51 MIN. MASONRY fin = 2000 PSI MIN. Engr: ARS 4 1J MOM CN6. FLA. PE / 38853 CAN. 3538 APR 2 4 2E3 MIN_ Afgeseed as eseeptying with the Melds > b r�� 1Z O 1_ a� • o O w d � 0 1 r O o n.<• m Q o cazi- ft a Q W3u LLZ0)- X. (306) 262 -0978 Lai N COMP- ANL \W09 _o in 0 0 /7-7,% 0 r 0 64 o_ s v' t J j ' drawing no. W09 -12 (sheet 3 of 7 X0 LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WLAA6 -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH Engr: ARS1AD VtOAR Cord. RA PE j 36863 CAN. 3538 APR 2 4 2009 Approsell with** Platitla Mee ZCv� Zoo NOAd1 Mold l By AX. (306) 2a2-897 0 m N an J Q a 2 0 #Q� 8 n droving no. W ©9 -12 (sheet 4 of 7 ,(:) :, ® d e a e V I v a d a IIh:, 121=iii . — ' - tI1 Ell �T�1 0 v 1 • C. r o 1/4" MAX. 1/4" MAX. el--{ — SHIMS }� SHIMS • 1 • _Vilt-1, 1!,I1 l' e �� d 1/4" MAX. Z SHIM VCit VI C a j ! � 'tl _"rte r qgi '11 Ag ■ M■� a s y e p p T. hh z ! II CxJ s 9 ° "Cl cl°,111111-t1 MI � :io l SI res ;iq 1 4' !I co =a i .-. * Q”Id 0le: 02 -24 -09 ' revisions: -._.)- ECO -GUARD SERIES -200 ALUM NOR12. ROLLING WOW. (L.M.I.) AL-FAROOQ CORPORATION a r no a e y, macro CHANGE on ENGINEERS & PRODUCT DEVELOPMENT to : sheet 6 of 7 ) 2.750 3.249 .813 -.062 - -1.140 J -- -1.610 FRAME HEAD 1.718 .715 1.067 .062 1.1401 1.434 .813 1 VENT TOP /BOTTOM RAIL 3/16- kgi 1 1' STEEL REINFORCING 11 .813 3.876 1.140T-1.610- .078 1 1.058 2.501 2.750 FRAME SILL 2.095 1.140 .219 2.246 4 -1.344 JAMB STILE 719 5 .803 1.047 GLAZING BEAD 1.140 MEETING RAIL SILL TRACK 1.187 _.1 .062 2.750 2.812 .874 1- -1.687 MOIL FRAME JAMB FIXED MTG. RAIL FIXED FRAME JAMB .500 28 2.688 .062 7fi9 2.61 1-rI FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER /REMARKS 1 FY201 1 FRAME HEAD 6063 -T5 - 2 FY202 1 FRAME SILL. 6063 -T5 - 3 4 FY203 " 1 SILL TRACK INSERT 6063 -16 - FY205 AS REOD. NOV_ FRAME JAMB 6063 -76 - 5 FY101 AS RE00. FIXED FRAME JAMB 6063 -16 - 6 FYIO4 1/ VENT FIXED MTG. RAIL 6063 -T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063 -T6 - 8 FY206 1/ VENT JAMB STILE 6063 -76 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -76 - 10 FY108 as REOD. GLAZING BEAD 6063 -16 - 11 - AS RECTO. REINFORCING BAR Slut. - 12 - AS REOD. REINFORCING BAR STEEL - 13 FY204 AS RTEOD. ADD -0N SILL RISER 6053 -16 USE AS REOD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 75 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SIAS 18 $8 X 3' 2/ VENT FIX. RAIL. SILL SCREWS (SILL END) CRS P.H. SIAS 19 W23181 AS REDO. FIN SEAL WSTR1PPING - ULTRAFAB 20 03001190 AS REOD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB 22 E203 A5 REGD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 23 - AS REOD. GLASS SPACER SAJCONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SUUJVAN & ASSOC. 25 j8 X 1/8' 2/ LATCH LATCH INST. SCREW 5T. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL z 0 • 2 a° re • 0 o 6 o0 O•+t((o LL o la ma O . W? Iii. z °' Jo( Q 61E L. (305) 2434 -9100 c £ngr: ARSHAD MAR ova FLA. PE • 38863 CAN. 3538 APR 2 4 2003 dote 02_24.09 0 0 M l is drawing n0: W09 -12 (sheet 7 of 7 J VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Ear: ARSHAD VI1248 CIVIL FLA. PE 38863 CAN. 3538 APR 2 4 2009 l 0 S (30S) 261 -2539 X to- N 2 1- O s 9 a a 0 o . 8 i, u, drawing no. W09 -12 6' MAX. HEAD RNERS FALSE NUNTINS CSURFACE APPLIED) OPTIONAL ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG 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 MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /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 NAILS, ANCHORS EMBEDMENT TO SASE 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 UMRED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8' WINDOW WIDTH 47 3/8" D.L0. (FIX. UTE) 12" MAX. _tIEAD f , ;; ,I 1; :1 j '.1 /4i :I ,� f 11 : tl , 1+ It II 1• u Ii II • II I - II - li I ; II 11 II It - II 11 I. It it II II - II II II ' II 1' 1 NO ANCHORS AT SILL 47 3/8" DLO. (VENT) 50 3/16" 6" MAX. HEAD CORNERS 53 1/8" WINDOW wroIH 47 3/8' D.L.O. (FIX. UTE) 12" MAX. HEAD VENT WIDTH EOUAL UTES FALSE NUNTINS 1 (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATIONS TESTED UNITS r_ I__ THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT: 1tSHUTTERS AP.E NOT REQUIRED. ; 1� NO ANCHORS AT SU. 47 3/8' to m IY 0 D.t-O. (VENT) 50 3/16" VENT WIDTH UNEOUAL LITES (ORIEL TYPE) OR. MtJIAAYOUN FAR0O0 SSRdC11:RES FI.A. PE p 16557 CAN. 3538 • deipmedisaasplailwallbilia Ayala Cade l rr 2 3 2009 JI as H° m 3 1 • G. • v 0 F o JO d o • t V ti p+ >- o • woo Q i3; U. • LIE TEL (308) 2848100 ▪ J 3 (ri u;11,1 Wej o NO 0 ▪ O (" n Z�ti ral ▪ 3W Q W m c 0 0 0 0 r dale: 02 -12 -09 drawing no. W09-08 sheet 1 of 6 ) (sheet 2 of 6 ) EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. CLASS TYPE 'A' GLASS TYPE 'B' MOTH HEIGHT - "E7tt_ (+1 __ mil-) ExT.( +) 1NT.( -) 19-1/8' 75.0 90.0 75.0 90.0 24" at 75.0 90.0 75.0 90.0 26 -1/2" i' -' -\ 75.0 90.0 75.0 90.0 32" 26 _JI 75.0 90.0 75.0 90.0 3 14) 75.0 90.0 1 75.0 90.0 ,.. • 75.0 90.0 - 75.0 90.0 48" _ 75.0 90.0 75.0 90.0 - 53-1/8" 75.0 90.0 7V0 - 90.0 19 -1/8" 75.0 90.0 750 90.0 24" 75.0 90.0 75.0 90.0 26 -112' 75.0 90.0 75.0 90.0 32" 1--- 38 -3/8" ) 75.0 90.0 75.0 90.0 37" _= (3) 75.0 90.0_ ! 75.0 90.0 40` f '`75.0 90.0 75A 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26-1/2- 75.0 90.0 75.0 90.0 32" 50 -5/8" 75.0 90.0 75.0 90.0 37* (4) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48- 75.0 90.0 75.0 90.0 53-1/6" 75.0 90.0 75.0 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24" 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48" 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19-1/8' 75.0 90.0 75.0 90.0 24" 75.0 90.0 75A 90.0 26-1/2" 75.0 90.0 75_0 90.0 32" 76" 75.0 90.0 75.0 90.0 3r (6) 75.0 90.0 75.0 90.0 40" 75.0 90.0 %5.0 90_0 48" 75.0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 _ 75.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WIDTH 1- x t9 X EQUAL UTES 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PV8 BY *DUPONT 1/8" HEAT STREW °. GLASS z 2 i0 SILICONE 00W 899 GLASS TYPE 'A UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 19 -1/8" 75.0 90.0 75.0 90.0 24" at 75.0 90.0 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 32' 50 -5/8" 75.0 90.0 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 40" 75.0 90.0.... 75.0_..+._.90 A_- 48" _ 75.0 90.0 75.0 90.0 53 -1/8" 75.0 90.0 75.0 90.0 19 -1/8" 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2" 75.0 90.0 75.0 90.0 32' 63" 75.0 90.0 75.0 90.0 37" (5) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' - - 75.0 90.0 53 -1/8' - - 75.0 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2' 75.0 90.0 75.0 90.0 32' 76' 75.0 90.0 75.0 90.0 37' (6) - - 75.0 90.0 40' - - 75_0 90.0 48- - - 75.0 90.0 53,1/8" - - 75.0 90.0 3/16" HEAT STREW!). GLASS .090' INTERLAYER BUTACITE P■B BY 'OifPONT 3/16' HEAT STREN'D_ GLASS SILICONE DOW 899 GLASS TYPE B' U W x WIDTH UNEQUAL UTES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 0 t- o N 0 0 14 0 0 m 0 t 0 3 a O x ci N CC C_1 0 V W N m N n m 0 m 0 0 c 0 N 0 O 0 0 9 SCOW! I/2• . I' O_ 2 I I droving no. W09 -08 J /. // -/. 1. y . at VENT HEIGHT z UNEQUAL UTES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 0 t- o N 0 0 14 0 0 m 0 t 0 3 a O x ci N CC C_1 0 V W N m N n m 0 m 0 0 c 0 N 0 O 0 0 9 SCOW! I/2• . I' O_ 2 I I droving no. W09 -08 J 18Y w000 BUCK o d e a d a < a d e A a ° d e TYPICAL ANCHORS SEE ELEV. FOR SPAONG a 2 N W 3 0 0 EXTERIOR 0 0 a 0 15 0 Lit jMIR IMF '4��a o da 18 a 4 4 a x a d MIAMI—DADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS f TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING /4 DIi1 �/SPCON BY '1Tw' (Fu =120 K9. Fy =92 KSI) INTO-23Y WOOD "BUCKS OR- WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 -- -T14RU --THY-SUCKS INTO CONC_ OR M SONRY j 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR ELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE rc = 3000 PSI MIN. MASONRY rm = 2000 PS MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. f Engr. O i. HUIMYOUN FAROOO FLA STRUCTURES 7 CAN. 3538 232009 O M- a 0 1• 1 dg om ;71 p a O '1 Q WE4 a� 4W 16 Os jor�iOit<� QrZndF � AX. (906) 262 -6970 O w 0 O V 0 n 0 N 0 a m a c O m en • 04 u • drawing no. W09 -08 sheet 3 of 6 r„ M i O n 00p (data: 02 -12 -09 ) (dr. by: HAMID (thk, by: W N N. 20 D t0 m 4l N) 14 N( m V dl c4 4. to N r I at O I x \ aD Z O\ x aD V i d Q ld 11 51 /8 T-378771 x r\ x q l g b pV 3 1• Gpp W 3 N 0 b r y_ O n M yy 7 00 y y 450g' ;0 1 N .. r r N •• r C FLUSH FRAME ADAPTER - 1 5/16' BOX SCREEN 1 1 BALANCE INST. SCREW - l ! SASH GUIDE INST. SCREW -- - 1 1!;22; ill el I h O FRAME & VENT ASSEMBLY SCREWS BOTTOM RAIL ASSEMBLY SCREWS gi N s.' i in (SSYTO 'Mini .41 /L) Ov38 DNIZYID &g ■ O. 1 I_ VENT BOTTOM RAIL §461111 41.5kPIlo I di 1 0 }} I 1 a 4 n 2 I i A iR R . w m o I oi W I o~i 8I i ell 8 . e~i t I m gI i i 51 8 ig 8 1 g g l 5i3i322 Q R $ RiEF,E.2T Eilliggg m I SULL PAN & ASSOC. I 1 1 I 1 I I I 1 1 1 1 ECO —GUARD SERIES -100 ALUM S.M. WDW. (L.M.I.) ECO WINDOW SYSTEMS, LI-C. 745 WEST 18TH STREET HIALEAH, FL. 33010 TEL. (305) 281 -2ti223 FAX (305) 281 -2539 AL- FAROOQ ILCORPORATION ENGINEERS & PRODUCT DEVELOPMENT i235 S.W. 87 AVE MIAMI, FLORIDA 31174 TEL (308) 284 -13100 a f FAX. (308) 282.8978 COMP— ANL \W09 -08EC0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER J ECO -GUARD SERIES -100 ALUM S.H. wow. (L,M.L) ECO WINDOW SYSTEMS, LLC. 745 WEST 18TH STREET HIALEAH, FL. 33010 TEL, (308) 261 -2223 FAX (305) 261 -2539 AL- FAROOQ CORPORATION ENGINEERS & EtRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2648100 PAX. (305) 282.6078 COMP- ANL\W09- 08EC) 1.688 2.750 .062 .813 2.812 FRAME HEAD .750 .062 1.375 1.202 1.422 2.188 1.001 FIX. MEETING RAIL r- 1.281 --1 2.750 062 - 2.061- 2.874 FRAME JAMB 1.140 1.340 1.250 MI .062 L1.140-4 2.063 VENT TOP RAIL .045 519 .803 .394 t r_ .803 1.047 -I 1.047 GLAZING BEADS 1.434 ---�j 1.067 -I .621 ^.062 1.140 ' VENT SIDE RAIL 1.929 2.027 052 2.773 1.750 1.140 VENT BOTTOM RAIL 2.974 .062 .874 �I---- 2.750 FRAME SILL 3.002 .500. 23 2.688 .062 2.611 769 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL 4D VENT CORNER DETAIL Engr OR. 140.1A1•0104 FAROOQ STRuCTURES FLA PE I 18557 CA.A. 3536 FEB 2 3 2009 tad • 'w1 w ° C cn H 93 0 N '.4 N to N 0 n W 4- 0 a a ▪ 0 I a 3 drawing no- wo9 -0s sheet 6of 6