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WS-10-2030Inspection Number: INSP - 153303 Scheduled Inspection Date: December 16, 2010 Inspector: Bruhn, Norman Owner: VILLAR, ALBERTO Job Address: 195 NW 103 Street Miami Shores, FL 33150 -1235 Project: <NONE> Contractor: CARLOS & D SERVICES INC Building Department Comments REPLACE OLD WINDOWS FOR NEW IMPACT WINDOWS Passed"3/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments G�- December 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -11 -10 -2030 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -0971 Parcel Number 1121360131510 Phone: (786)206 -9008 Page 13 of 22 I II Ao_cAeAA. BUILDING PERMIT APPLICATION FBC 20 JOB ADDRESS: 19 5 .4 LAD 10 ' tCG� c: T City: Miami Shores County: Miami Dade Folio/Parcel #: 1 1 2 1 3C/0131-C1(.3 Is the Building Historically Designated: Yes NO X Miami Shores Village Building Department NO 20 ?3 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 Now (V 2z5' Master Permit No. Flood Zone: TOTAL FEE NOW DUE $ ? 1 ° Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): FC t p &- 't & et; d eA ' a 114 2 Phone#: 30 -c - 7-s % 7 J Address: S 8 S 6 a• 4 4%)- ,cdo ftd CA. L.) 2 S L City: l' , b y rei State: r -L- Zip: 3 3 1 3 7 Tenant/Lessee Name: Phone#: Email: Zip 3 3 i Sc, CONTRACTOR: Company Name: CA e. Li3 s s. St L c e 11 Phone#: Z O r Address: 52 \ Lan eitA. City: t cairn State: `F(._ Qualifier Name: P1 r w e State Certification or Registration #: CG- C . 1 S.1 3 6'1 (3 Certificate of Competency #: Contact Phone#: 43 4, - Th43t; -2 & 'iOO ' Email Address: '1 fl-o €i 4. t esOYn S 4 / J (In DESIGNER Architect/Engineer: A At e-SC: ena- � Phone#. ' ' e06 ' OO Zip: Phone#: Value of Work for this Permit: $ © S gaare/Li near Foote e of Work: S5f - Type of Work: UAddress DAlteration �® ONewepair/Replace ODemolition Description of Work: De. 0484 ®t e/1(,Low5 4 1)&u) )94.e4 COLOR THROUGH ROOF TILEISREQUIRED acknowledged by: ***************************************F **********************Atr** ray**** * ***** *** **** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the ab ence of such posted notice, the inspection will not be approved and a reinsp$ction fee will be charged Signature My Commission Expires: Owner or Agent The foregoing instrument was acknowledged before me this 7 / day of 11 , 20/0 , by -48fl?Gl y) who is personally known to me or who has produced As identification and who did take an oath. • HERR4AN J ROJAS MY COMMISSION # DD906046 EXPIRES October 12, 2013 F!orae N amry0ory ice,com ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ��//L % / / / / /o. Plans Examiner Structural Review (Revised 07 /I0/07)(Revised 06/10t2009)(Revised 3n 5i09Xrey6/4/10) Signature Contractor The foregoing instrument was acknowl before me this 1 day of � l ,20/ , by H&7Gr� ' who is onall known to me or who has produce 1� y My Commission Expires: HERNAN J ROJAS = MY COMMISSION # DD906046 EXPIRES October 12, 2013 98 -0153 FloritleNoterygervice.aan did take an oath. Zoning Clerk 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 wit' be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Space above reserved foi.use of recording office 1. Legal description of property and street/address: 1 5 N ts) 1 03 Steed (7)( 4, S o fed FL 33 L O Pmcce.. II21aiz®13 IS IO 2. Description of Improvement: I (''t P A Cer W t n ro, b (.4 3.Owner(s) name and address: Fe 1, pc: £ ArSet.Atr, A V t t.t.A 2 /SITS 6i nb '1c , _l'f Ar: j° hoed (t33151 Interest In property: t 00 ne.r Name and address of fee simple titleholder. Vg-lire. PPD 4J% ►r7 A I It—>.A41— 4. Contractor's ' . t address S pho number r. P` 3, 3 2 a r 3 G v Ce 06 0 Z QS 9.'2 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 t1e.Lienor'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 explratlon date is 1 year from the date of recording unless a different date Is spedfied) WARNING TQ 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 IMPR IEMENT TO YOUR RIVPE_F TY.A NOTICE .OF N M UST BE RECORDED AND POSTED ON THE.. JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO CONSULT WiTH YOUR LEM:1E14 AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(0) of Owne Ownerisy Vorized Officer/Director/Partner/Manager nGn Prepared By Print Name N e Abe NA rA , it.L4P Print Name . 4 NW :5Sam �''l (tnii F` 33n.Z Title/Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fore g instrument was acknowledged before me this / day of /Vat/,PIN' 5 . 20- By la L; z . _ 1 • . ' T. ?- Y11:Lii .., �.L1. 4 i- a A Isaz •. rr ,.;,, EXPIRES October 12.2013 for g type of Identfficat otary Public: Print Name: (SEND D Under penalties of perjury, I declare that I brave read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) _ of Owner(s) or er(s)'s Authorized Officer/Director/Partner/Manager who signed above: By ' Ji ti ( B y IJlel,4 STATE OP FLORIDA, COUNTY Of DID 129.01.62 PAGES xno l HEREBY CERTIFY 2 Mk lea �riginaI fit in io9 Ord 111111111111111111111111111111111111111111111 CFN 2131080814610 OR Bk 27510 Ps 0486; tips) RECORDED 1 10 :46 :01 HARVEY RUVIN' CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE I POLICIES. AGGREGATE LETS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Lie INSRD TYPE OF INSURANCE POLICY NUS 1 'rE t DATE 1MMSDD/YYYYI LIAM A ■ GENERAL UABEUTY COMMERCIAL IABI ' LIABILITY 10 -2291 07/24/2010 07/24/2011 EACH OCCURRENCE 1,000,000 O RENTED P ES (Ea ) 100,000 00 CLAIMS MADE ® OCCUR MED E-P (Any nue tom) 5,000 • FERSONAL &ADVINJURY • 1,000,000 ❑ GENERAL AGGREGATE 2000,000 GEN L AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT • LOC PRODUCTS - COMP/OP ACG 2,000,000 ❑ - AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ AU. OWNED AUTOS IMMENED SINGLE LINT ) BODILY ) INJURY Il SCHEDUL AUTOS ED ❑ HIS AUTOS ❑ NON OWNED AUTOS 1 60DI.Y INJURY accident) • PROPERTY DAMAGE (te n • GARAGE UABI ITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER TI-IAN EA ACC AUTO ONLY: AGG EXCESS A UMBRELLA UABIUTY • OCCUR ❑ CLAIMS MADE ❑ oamcnla.E EACH OCCURRENCE AGGREGATE II RETENTION $ WORKERS OYERS LIABILITY TION AND ANY PROPRIETOR 1 PARTNER / EXECtI EVE /NY OFFICER / MEMBER EXCLUDED? (Mandatory to Nfl) U yes. describe urn SPECIAL PROVISIONS i�iaw ❑ Sg TL� 0 F. N. EACH EACH ACCIDENT EL. DISEASE - EA EMPLOYEE El DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES A EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS GENERAL CONTRACTOR • PRODUCER USA Insurance Agency Corp. 5841 S.W. 137th Ave. . Miami, FL 33183 Phone (305)388 -3305 INSURED Carlos And D Servcies, Inc 8227 NW 191 Ln HIALEAH, FL 33015- :(347)682 -9905 COVERAGES CERTIFICATE HOLDER MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2 TME Avenue Miami Shores, FI 33138 ACORD 25 (2009/01) CIF CERTIFICATE OF LIABILITY INSURANCE Fax (305)386 -6778 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NORIGHTS UPON THE CERTIFICATE HOL DER. MS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED 0'! THE POLICIES BELOW. INSURERS AFFORDING COVERAGE • NAIC 0 iNsuRER A; ACCIDENT INSURANCE CO 1 INSURER B: 1 INSURER C: 1 INSURER D: INSURER E: CANCELLATION DATE (MMIDD/YY) 07/23110 1 1 THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATE]. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TI-OS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DES HEREIN IS SUBJECT TO ALL THE TEAS. EXCLUSIONS AND CONDMONS OF SUCH 1 SHOULD ANY OF THE ABOVE DESCRIBED POUCHES BE CANCELLED BEFORE THE I EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CITE HOLDER NAMED TO 1 THE LEFT. BUT FAE-URETO Do SO SHALL IMPOSE NO OBUGATION OR LIABILITY I OF ANY KIND UP RER ITS AGENTS OR REPRESENTATIVES. R IIYrAT11tE . - f } a 0 1988 -2009 ACORD CORPORATION. All rights reserved. The A marks of ACORD \GIS W to3 C� si,ofta F I� `531 .(n al -\I'; n d,ou)s ( 4n . 3s' N°A (1 lcz.66 � 9._mo Condition Factor Ca k•. • o I: R" • id , , res - Sun . ified Meth Gust1 For ri • rd structures (Nat req > 1 Hz use 0.85 0.85 —, 0.00 Gust Factor Ca .. . ry : Rigid Structures - Corn . lete Anal is 0.55 -0.55 Zmin 0.18 15.00 ft Izm -0.18 Cc * (33/z)A0.167 0.2281 Lam r zm/33)"Epsllon 427.06 ft —( Q ( 1/( 1+ 0. 63 *((Min(B,L) +Ht) /Lzm)"0.63))"0.5 0.9256 Gust2 0.925* 1 +1.7*Izm *3.4 *Q . (1 +1.7*3.4 *Izm 0.8859 —� Gust Factor S — - - - 1 , _F' ii,. so ; it y st2 are used 0.8 Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Endosed Buildings 0.55 -0.55 Enclosed Buildin •>- 0.18 -0.18 Enclosed Buildings - -- 0.18 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.30 Flexible Structure No WIND02 v2-04 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: Felipe Villa, 195 NW 103 St, Miami Shores FL 33150 Analysis b . Cesar Soto, P.E. User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, II, 111, or IV) Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 11 c 1 4.0 18.4 Gabled 1 10.00 15.00 12.00 40.00 40.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values pha = g= Bt= Bm = Cc = Epsilon = min = 9.500 900.000 0.105 1.000 0.650 0.200 500.00 0200 15.00 ft ft Copyright 2005 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi www.mecaenterprises.com 11/9/2010 Pa ge o. of 2 igfi Component width (ft) Span (ft) Area (f02) - Zone GCp Wind Press (IbHt "2) Max Min Max Min Opening 1 8.8 3.16 27.81 4 0.92 -1.02 51.03 -55.66 Opening 2 6.16 5.25 32.34 4 0.91 - 1.01 50.49 -55.12 Opening 3 8.8 3.16 27.81 4 0.92 -1.02 51.03 -55.66 WINDO2 v2-04 Detailed Wind Load Design (Method 2) per ASCE 7-02 Figure 6 -11- External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 4.00 ft ote: ` Enter Zone 1 through 5, or 1H through 3H for overhangs. __i_2_ 2 1 2 - 3. - - - n 3. 1 a a Gabled Roof 7 < Theta <= 45 a= 4 => Double Click on an data entry line to receive a help Screen Copyright 2005 www.mecaenterprises.com 11/9/2010 project: Felipe ViIlar 195 nw 103 street, Miami Shores FI, 33150 NOA#09- 1008.06 ES 2000 HORIZONTAL ROLLER ES WINDOWS COMPARISON CHART WIND PRESSURES NOA ACTUAL PSF PSF OP# WIDTH HIGHTH ( +) ( -) ( +) ( -) 1 106 1/2 38 3/8 70 90 51.03 55.66 2 74 63 80 90 50.49 5512 3 70 90 51.03 55.66 project: Felipe ViIlar 195 nw 103 street, Miami Shores FI, 33150 NOA#09- 1008.06 ES 2000 HORIZONTAL ROLLER ES WINDOWS COMPARISON CHART WIND PRESSURES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) .vi; r,. midade.2ov/b� code 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 perm 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 Ahnninum Horizontal Sliding Window- L.NLL 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 Al 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 manufaeturec'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 adds 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 B -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1 =32 uhl AP PPG) 1 MIAMI -DADE COUNTY, FLORIDA ME RO -DADE PLAOF R BUR.DINO 140 WEST FLAGLER STREET, STATE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 372 -6339 1 No. 09- 100$.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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- Faroog Corporation, data108/27/03 with revision "E" , dated 06/25/09, signed and sealed by Arshad Vigar, P.E. B. TESTS I. 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 32.1, 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. (Subbed under previous NOA #080527.13) 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) Largo 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. {Submkted under prevlausNOA #070928.13) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Unifonn 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, 201 -94 E -1 Manuel Product Control NOA No. 09-1008. 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 ander previous NOA #03 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pi us= Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large MViissile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 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 1J910.02) 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 Gisss® Interla<yer" dated 05113 /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 Butacite® PVB, Intyer" 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 Viqar, 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 07L i, 08 and expiring on 11/0611 E -2 Product Con NOA No. ! 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 ANN. GLASS I" WTERLAYER 'DUPONT SENTRYOIAS PLUS' 1/8 ANN. CLASS SILICONE DOW CORNING 788 GLASS TYPE 'A' GLASS TYPE 'Al' 1/8" ANN. GLASS 'DuPONT BUM= we' 1 /e ANN. GLASS GLASS TYPE 'C' SILICONE DOW COWING 798 3/18 ANN. MASS .090° 1NIERIATER `DUPONT SENTRYOIAS PLUS' 3/15 GLASS moon DGW C0W(8D 798 1/8 HEAT STEN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYOLAS PLUS' 1/8' HEAT STRUM. MSS SIUCONE DOW CORNING 708 1/8" HEAT STRUAL GLASS .050° INTIMATER 'DUPONT BIRUCRTE WB' 1/8" HEAT STREN'D. GUMS GLASS TYPE 'B' GLASS TYPE 'HL' SILICONE DOW CORNNO 798 5/32° HEAT STREN'D. GLASS 090" R4TENWATER 'DUPONT BUTACITE PV8' 1/8 NEAT STREW. GLASS GLASS TYPE '0' stucca Dow COF99140 705 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8/32° HEAT STREW& GLASS .090 94TEWAYER 'DUPONT SENTRYCLAS PUIS' I/8 HEAT STREN'D. W ASSS GLASS TYPE 'E' SuCONE DM tO 795 8" MAX. RSS 111" �1 I 33 1/r D.4 GPO. 37 8/8° VENT WIDTH LAMINATED GLASS LARGE MISSILE IMPACT L 33 3/8 D.L. 095. TYPICAL ELEVAT103y1 SERIES 2G*0 1 1 33 1/2' OA. GPO. 37 8/8" VENT WIDTH SEP 14 VIE FALSE MUNTNS ( M AY BE 11 870 SERIES - 2000/2080 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWNI ON SHEETS 2 & 3. APPROVAL APPUES 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 MIUB -DAOE COUNTY APPROVED MULL NQS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DNS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HRH VELOCITY HURRICANE ZONE DMZ). 71000 BUCKS BY OTHERS, MUJST 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. FE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION SCHEME IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LGOTED TO N. 509095. THAT COME E1T0 CONTACT WITH OTHER 1AR MATERIALS MEET THIE REQUIREMENTS OF 2007 FLORIDA 8200. CODE SECTION 2003.8.4. . V10* ' , • „mum NBVlBBp ATIAPP.Y .019 Du NW* � RR GAN., C,Ns .. , 11ge �1.24T Ji (5110et 1 C? 9 ) WNDOW WIN 10" MAX. A I 1 1 1 1 E � /SLLr d 4 i f If 1 - 'i t J �11f'- le ' �I oac�C-- c� 1 il 1 1 z �isrrr ••1 -s it I, ,1 I I 1 l ANN. GLASS I" WTERLAYER 'DUPONT SENTRYOIAS PLUS' 1/8 ANN. CLASS SILICONE DOW CORNING 788 GLASS TYPE 'A' GLASS TYPE 'Al' 1/8" ANN. GLASS 'DuPONT BUM= we' 1 /e ANN. GLASS GLASS TYPE 'C' SILICONE DOW COWING 798 3/18 ANN. MASS .090° 1NIERIATER `DUPONT SENTRYOIAS PLUS' 3/15 GLASS moon DGW C0W(8D 798 1/8 HEAT STEN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYOLAS PLUS' 1/8' HEAT STRUM. MSS SIUCONE DOW CORNING 708 1/8" HEAT STRUAL GLASS .050° INTIMATER 'DUPONT BIRUCRTE WB' 1/8" HEAT STREN'D. GUMS GLASS TYPE 'B' GLASS TYPE 'HL' SILICONE DOW CORNNO 798 5/32° HEAT STREN'D. GLASS 090" R4TENWATER 'DUPONT BUTACITE PV8' 1/8 NEAT STREW. GLASS GLASS TYPE '0' stucca Dow COF99140 705 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 8/32° HEAT STREW& GLASS .090 94TEWAYER 'DUPONT SENTRYCLAS PUIS' I/8 HEAT STREN'D. W ASSS GLASS TYPE 'E' SuCONE DM tO 795 8" MAX. RSS 111" �1 I 33 1/r D.4 GPO. 37 8/8° VENT WIDTH LAMINATED GLASS LARGE MISSILE IMPACT L 33 3/8 D.L. 095. TYPICAL ELEVAT103y1 SERIES 2G*0 1 1 33 1/2' OA. GPO. 37 8/8" VENT WIDTH SEP 14 VIE FALSE MUNTNS ( M AY BE 11 870 SERIES - 2000/2080 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWNI ON SHEETS 2 & 3. APPROVAL APPUES 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 MIUB -DAOE COUNTY APPROVED MULL NQS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DNS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HRH VELOCITY HURRICANE ZONE DMZ). 71000 BUCKS BY OTHERS, MUJST 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. FE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION SCHEME IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LGOTED TO N. 509095. THAT COME E1T0 CONTACT WITH OTHER 1AR MATERIALS MEET THIE REQUIREMENTS OF 2007 FLORIDA 8200. CODE SECTION 2003.8.4. . V10* ' , • „mum NBVlBBp ATIAPP.Y .019 Du NW* � RR GAN., C,Ns .. , 11ge �1.24T Ji (5110et 1 C? 9 ) DROWN LOAD CAPAC17'Y =', PSF (xo OR-OX- S 228) SERIES 2000/2050 WINDOW DIME. A - ' 87D. MTG. RAIL 0.0. NM RAII. CLASS TYPE 'A' WAN TYPE 'B' 01088 TYPE '41' ELMS TYPE '8L' OIAES TYPE 'C' GLOW TYPE , CLASS TYPE 'BI' - G1 S -- OWE T710 'E' 210TH 197DHr an.( +) en.(-) exT,( +) 91t( -) acr. { +) uNr.( -) EIS.( +) 1%74 -) 26 -7/2° 37° 63 -1/8' 74' 28' (3) 3 70.0 804 70.0 ' 904 70.0 80.0 80.0 904 4 70.0 80.0 70.0 000 704 80.0 80.0 90.0 5 70.0 50.0 70.0 90.0 704 80.0 0IA no 7 704 80.0 70.0 90.0 70.0 80.0 80.0 90.0 28 -1/2' 37' 63 -1 /8' 74' 38 -3/6' (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 704 90.0 70.0 80,0 80.0 90.0 6 70.0 80.0 704 00.0 70.0 80.0 804 90.0 7 70.0 80.0 70.0 90.0 704 80.0 80.0 90.0 28 - 1/2' 37" 53 -7/6° 74' 60 -6/8' (4) 3 70.0 820 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 900 704 804 80.0 90.0 5 70.0 804 70.0 90.0 70.0 no SOA 90.0 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 28 - 1/2' 37" 63 -4Ar- 74' fl - 63 ` -(8) 3 70.0 80.0 70.0 904 70,0 80.0 80.0 90.0 4 50.9 674 70.0 90.0 704 804 80.0 90.0 5 42.8 48.7 70,0 684 70,0 80.0 X0.0 -W.0 - 7 - - - - - - 00.0 90.0 x::�PSfi 24 (2) 3 704 80.0 70.0 904 70.0 80.0 I - 50.0 - - --- 904- 4 70A WA 70.0 80,0 704 80.0 800 90.0 6 704 80.0 70.0 90.0 70.0 004 80.0 WA 6 70.0 8.0 70.0 90.0 70.0 80.0 804 90.0 7 70.0 80.0 704 90.0 70.0 80.0 80.0 90.0 (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 804 00.0 4 70.0 80.0 704 90.0 70.0 50A 80.0 00.0 6 70.0 80.0 704 904 70.0 804 80.0 00.0 0 70.0 80.0 70.0 80.0 70.0 8L0 80.0 90.0 7 70.0 84.0 70.0 1104 70.0 80.0 80.0 90.0 h 40° (4) 3 70.0 80A 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 10.0 820 W.0 019.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 WA 70.0 900 70.0 80.0 80.0 90.0 7 704 80.0 704 90.0 70.0 50.0 80.0 00.0 k k g b F 80° (6) 3 70.0 80.0 70.0 90.0 70.0 804 80.0 90.0 4 70.0 80.0 70.0 90,0 70.0 80.0 80.0 904 5 54.2 eta no 90.0 704 804 80.0 90.0 6 45.1 61.8 70.0 87.3 70.0 80.0 80.0 90.0 7 - - 70.0 70.7 70.0 78.7 80.0 90.0 A - No. OF ANCHORS PER HEAD & SO.. () - NO. OF ANCHORS PER JANE SID. SILL WITHOUT RPM 18101 £ZT.( +) 744875 TO 53.3 P8P LOW W.( +) 7.0808 TO 70.0 Psi STD. ELI. 2'871 RISER 81 -RI8E 9LI, WI70OUr RISER MDT 1007 a1L( +) LOI S TO 67.6 P91 IAA ELT.(+) LOADS 700 80.0 ice' 870. M7Y3• NAIL 8 -2000 1LB. MTO. RA1L 5-2000 NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -219 9n9n. 11519 14A. Pi LAt1802 GAIL, .16 SEP 14 2009 1170. MT0. 1A0. 8 -2050 B.B. MTB. RAIL 8 -2050 u abaci 2 o! DESIGN LOAD CAPACPPY - ESE (XOX SIZES) SERIES 2000 /2080 WINES MRS. STD. 21'6. RAIL R.E. 21'0. BAIL GLASS TYPE W GLASS TYPE 'E' 01988 TYPE 11' OWN TYPE '81" GLASS TYPE 'C' MASS TYPE .E, GLASS TYPE 'AL' WAS TYPE '81' GLASS TYPE 'W MASS TYPE '8' WON NEWT 81T.( +) 81T.( -) EK1.(4) 9i7.( - ) SIR.( +) 01T.( -) 27.(4) 9IT.( -) 74" 106 -1/4' 111 28' (3) 7 70.0 80.0 70.0 909 70.0 80.0 80.0 90.0 10 70.0 804 70.0 009 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74' 108 -1/4' 111° 38 -3/8' (3) 7 70.0 80,0 70.0 90A 70.0 60.0 804 90.0 10 - - 70.0 00.0 70.0 90.0 80.0 90.0 10 - - - - - - 80A 90.0 74' 9 7 - - 70.0 90.0 700 80.0 80.0 90.0 74' or OH 7 - - - - - - 80.0 904 kiatl 24' (2) 7 70.0 50.0 704 90.0 70.0 80.0 804 90.0 8 70.0 804 70.0 90.0 70.0 804 80.0 90.0 9 704 80.0 70.0 90.0 70.0 804 50.0 909 13 70.0 804 70.0 00.0 704 80.0 90.0 90.0 Rit1118 36" (3) 7 70.0 50.0 70A 009 70.0 80.0 50.0 90.0 5 70.0 80.0 70.0 90.0 70.0 50.0 80.0 90.0 0 70.0 80.0 TOA 900 70.0 809 80.0 00.0 10 - - 70.0 90.0 79.0 804 804 90.0 72" 84' 09 � 8 ) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 704 90.0 709 00.0 80.0 90.0 9 - •• - - - - 80.0 909 72" or (6) 7 - - 70.0 60.0 70.0 80.0 80.0 90.0 74' 106 -1/4' 111° 72" 84' 0O' 196" 74 08 -1/4' 111 WINDOW 0128. MOM 98t0Nf 74' t09 -1/4' 111' 74' io8 -1/4 UI ° DESIGN LOAD CAPACITY -j PSF (X0X SIZES) SERIES 2000 /2080 28' (3) 38 -318° (3) 00 -8/8' (4) A 7 10 10 10 10 10 ID 7 GLASS TYPE 'A' MASS TYPE '8' STD. 8TO, 1SAII. clAss TYPE le_ 111693 rat T41'- MASS TYPE 'c' EKT.(4.) 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 900 404 704 70.0 72' 84' 90" IOW 72" 84' 68" I08' 72 84' 96' 108' 83 (8) 24' (2) 38' (3) 48° (4) 90" (9) 10 10 7 8 00.0 00A 0 10 7 8 9 10 7 8 904 90.0 9 10 7 0 0 10 870, SIL1. 99INO S RISER 704 70.0 70,0 70.0 70.0 70.0 70.0 70.0 704 70.0 70.0 709 54.2 47.6 0R.( - ) 80.0 804 800 90.0 80A 80.0 81.9 80.0 50.0 80.0 80.o 804 80.0 80.0 80.0 80.0 80.0 01.9 84.4 A . N0. OF ANCHORS PER HEAD 81 Sat, () - Nom. OF ANCHORS PER JAMB SKI.(+) 70.0 70.0 70.0 704 70.0 70.0 70.0 704 70.0 70.0 70A 70.0 70.0 70.0 70,0 70.0 70,0 70.0 70.0 70.0 90.0 00.0 90.0 90.0 90A 90.0 90.0 00.0 00.0 90.0 90.0 90.0 90.0 50.0 939 78.7 C1A88 TYPE 'D' M( +) 70.0 70.0 70.0 70.0 70.0 704 70.0 70.0 70.0 70A 70.0 70.0 70.0 70A 704 704 70.0 70.0 704 70A 70.0 70.0 70A 1407 ExT.(+) Logs To 53.3 Pm UNIT gxr.( L0� To 70.o PS? 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 604 �4 80.0 80.0 80.0 NA 004 50.0 80.0 80.0 80.0 78.7 j1.0. BTO. BAIL GLASS TYPE 'Al' GLASS MB 'BI' MASS TYPE 'E' cuss TYPE '0' DIT.( +) 804 80A 80A 80.0 80.0 804 80.0 60.0 809 800 80.0 *0 90.0 80.0 804 80.0 51.0 00,0 809 80.0 80A 60.0 80.0 80.0 80.0 80.0 804 94T.( -) 90.0 90.0 90.0 90.0 90.0 90.0 00.0 00.0 90.0 90.0 90.0 90.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.9 00.0 90.9 90.0 90.0 90.0 90.0 00.0 904 (1/351) 4 ( A (1/370 4= OPERATING VENTS TO EE 1/3 OF THE SWOON 5110794 NAME SILL 71TN= RISER 11.0-3110.1011, 9- 8111,eII EL 8-2090 12..2211-11.21 5-2444 L99T 8X7.( +) LOADS TO 03.7 P8? NMI 7I IIIL( (+ +) LOOM 70 80.o Kw A s N0. 0P ANCHORS PER HEAD & SIU. ( ) - N0. OF ANCHORS PER 40898 it (1/40) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 81300 -02/04 (3 SEC. GUSTS) AND no A BUILDING COMMISSION DECLARATORY STATEMENT DCA08- DEC -210 SEP 14 2009 ,. • I O droning no. W03 -75 uhe61 3 of TYPICAL ANCHORS SEE ELEV. FOR SPAONG 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. su ELEV. FOR SPADING t /4° DNA. ULTRADON BY ELCO' (Pu-In NSI. Fy-155 SSi) 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 -i/4" MIN. EMBED INTO CONC. OR MASONRY a a 14 SAS, aR nmt i RtlL1 SCREWS (RtAOE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK, o .0 INTO METAL STRUCTURES STEEL : 12 GA. MIN, (Fy m 36 K81 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL. IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) 3:121 dbL O13TANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE 0 1" MIN. INTO METAL STRUCTURE w 3/4" MIN. WEEPHOLES; WI m 1- 13/18" K 1/4 WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4° WEEPHOLE AT TOP & BOTTOM RAIL 1° FROM EACH END SERIES -2000 SERIES -2050 SEP 14 2009 rem 2 2A 3 8 RS 0 0A 60 6C 7 8 8 1 0 11 12 12A 128 13 14 14A I6 18 10A 17 18 10 20 21 22 23 24 28 28 27 PART I 151003 152001 082012 352003 151006 ES108/ 151604 ELORA 151052 801053 351007 a1008 OMB 152002 082011 151000 SLEDS g8 1• 151012 C18251N 02322130 080 1° 18X 010 X 4 5232130 52326135 WPIA •100 115 X 1 /2° 881010 352007 182008 MOS 15 1805 QUANTITY 1/ VENT 1/ VENT 1/ VENT 1/ VENT t/ VENT 1/ VENT 2/ VEM t/ VENT AS RECD. 1 AS RECD. 2/ VENT 2/ VENT 2/ LATCH 1 / LATCH AS REO0. AS Reap. AS R¢OD. 2/ VENT 2/ VENT AS REND. AS RECD. 2 2/ BAFFLE AS RECD. 4/ VENT 2/ VENT 2/ VENT 1/ WEEP 1/ VENT DRECR@SION FIUME HEAD ST0. FRAM SILL H1-RISE FRAME SRL FRAME JAW 5OED RILL (9-2000) FIXED TAI. (5 ■2060) 510. VENT MEETING RAIL (5 -2005) RLO. VENT MEETING RAII. (5 -2000) 870. VENT MEETING RAIL (S -2050) 11.0. VENT MEETING RAIL (S -2050) TOP AND BOTTOM RM. JAMB STILE MAZIIS BEAD SILL TRACK INSERT 5113 SILL RISER 356048 i VE2T u7CH SWEEP LARCH LITCI4 INSTALLATION SCREWS VENT LATCH SPR910 5663 FILLED FABRIC VSTRIPPINO 5I4 SEAL PRE W'SIRPPING PRWE/V@NT ASSEAR®.Y SO45 FO{. RAIL SRI. SCREWS (STO. SILL WW2) FOL ROLL SILL. SCREWS 0e -12219 SILL END) 3331 & FOR RAIL 1WBTRIPP0A6 FRAME PAILS BAFFLE SCREW CLAMS emu ROLLER 1401181306 & CURIE ROLLER ROLLER PIN OPEN WELL FOAM PAD 8/18' 800 SCREEN FLUSH FRAM AD*PTER NATERIAL 8083 -TB 8863 -78 8083 -18 5083 -TB 8003-48 8083 -78 0083 -78 6063 -T5 6063 -78 8083-76 8003-78 6065 - 75 8083 -T5 6003 -15 8063 -78 8003-16 TAMAR sr. STEEL 005 CRS CRS SOFT PVC PLASTIC 0 /8T. ST, 8083-75 UANP. /SUPPUE6/6EMATOLB AT8 ° FROM ENOS AT 11 FROM PRE, BY INTERLOCK EN 00 SCHLECGEL ULTRAFAB PM. KRIS PM. SKS P H. SMS ULTWUAB AATRAFAB M & M PLASTICS 534. 5335 1' X 3/4' X 1' LONG OPTION. OPTIONAL 5 EP Y 4 2009 Xwtm.MrYTW sheee of NETAL STRUCTURE 1/0' MAIL sHml MAX. 4 TYPICAL AMMONS SEE ELEV. ran SPACING I/4° SHIM MAX. 0 0 ALT. TYPICOL ANCHORS 5CE ELEV. ACDIO VENT WIDTH VENT ROTH 219.1=111 OX OPPOSITE APPROVED SEE SEPARATE NOA tp° VENT MOTH P r WOOD 1K TYPCAL ANCHORS w SEE ELEV. e FOR SPADING BEE ELEV. FOR SPADING WINDOW WROTH J MC* WIDTH l /4' MAX. LAWS TYPICAL ANCHORS SEE Elio. von MIND 0 iSY WOOD BUCK HEAVY DUTY SERIES -2000 VENTS WWH SPRi O LOADED JAMES SERIES -2050 VENTS W+n+'s+ r carai£s 867 .837 2.063 p -2.063 .062 �{�V 2. .813 86 2.330 J 1.242 t� _ . 082 1 i +-- .962 .147 716 0 VENT fl .930 TOP/BOTTOM 1.634 ocrsevec (a L 'MSS ■O@l013'HaYBa 36V C$ *WS SS= iteersdareuen =mow ir NOLLVHOd2lOD boonV3r1V 35\114V-a0102 A 30 -{ c -+ 1.130 930 1.130 0 GLAZING BEAD STD. MEETING ,_.J _s7 STD. RAIL 1.260 RAIL 1.269 MEETING RAIL 1.421 2.168 949 � .780 0 SEWS -2000 ® SERMS - 2050 930 FRAME - 1.400 - HEAD 1.102 2.083 2.083 7 976 1.030 1.030 .992 1.118 1.148 . � O ! { i .888 1330 .930 __ -+ .9301 813 29 r W 1.250 JAIL STILE .813 @ VENT LATCH _ _ � + J __. L .�. J --- Witt VI aens 7/2131 arm O2/a)x -s4sj MIAMI. FL. 33166 1EL. (303) 624 -7775 FAL (305) 624 -7777 770 2.190 �( J300 H.O. 1.250 1.280 RAIL r t 2 Ao0 ® ® N.O 8 65 2.130 3: 2.113 1.676 2.161 - .994 I ; 2. 03 FRAME ADAPTER _ . 2.68b 7"- r .. 1.878 r- 7- "- I ) 212 YI 1. 2.330 0 STD. FRAME SILL 1.212 C 1 L 1 J .992 . 992 r � r 992 J 0 .052 1.250 F SERE -2000 . ® 1.280 SER68 -2060 1.118 IYP , - 't 3 O .959 FRAME JAMB J313 t j 1 I zas soot WA MMUS Sift III '°" LUIS 5 ON 3.437 .o7e I .983 ms 2.816 .w6 .450 2.690 i El M4r 0 HI-RISE FRAME SILL ° t, SILL RISER th I� a4404 + 1ea 962 450 .ARENA Crod taw SEA 14 2009 0b tr r �� ,, ) 'AZ, i ,... r., ';r.•^ --.+ _(5Aeet X26 212 ' �3 360 vent 0 SIu. 1 998 TRACK throwing 11e. W03 -73 0 BULB a of 0 ) VwNT TOP /RQTTnM CORNio4