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WS-7-1587Inspection Number: INSP - 153933 Scheduled Inspection Date: January 28, 2011 Inspector: Bruhn, Norman Owner: WALTERS, CLIFFORD Job Address: 310 NE 99 Street Project: <NONE> Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 57017. Doors missing anchors fixed windows anchor covered 786.218.4790 (" Miami Shores, FL Contractor: MOSTO GENERAL CONTRACTOR Building Department Comments 22 IMPACT WINDOWS 18 DOORS January 27, 2011 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 -7 -07 -1587 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement e jL assiovesioe Phone Number rcel Number 1132060135580 Phone: (786)367 -3365 Page 3of9 BUILDING PERMIT APPLICATION FBC 20 Value of Work for.ths: Permit: $ Type of Work: DAddress OAlteration Description of Work: ¶ LN 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 Type: BUILDING �t OWNER: Name (Fee Simple Titleholder): CL! rr o (,U4 —4/ -(1--S Phone #: Address: ) z 7 Nov u 1 , w Permit No. - ri 7 Master Permit No. /Ori L/790 City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 3 / 0 0\ / 99 6 j City: Miami Shores County: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: P .j 7t 6-T riltn(__ 4j/ 17l4 ,2 SPhone #: c3 " `7L -9S0 0 Address: 1/44 4' Alifba 67 City: LP State: G� . Zip: 3 3 r c6 Qualifier Name. ACS 7 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Miami Dade Zip: Phone #: State Certification or Registration #: 1/41—/ C 7 ?3 Certificate of Competency #: Contact Phone #: '79(v ° 3 (07 3 3 (a Email Address: 6 ( LAC/ C +''rP't -'- r 4J O o t'° . l7 5 DESIGNER Architect/Engineer: Phone #: Square/Linear Footage of Work New DRepair/Replace c2 (A)5Cn ******************** *********** ******** F *********+x********* *****a *** ** ********* Submittal Fee $ Permit Fee $ . OD CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ODemolition 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 b approved and a reins' -c on fee will be charged 11 Signature The for day o who is p NOT stru Sign: Print: My Commission Expires: APPROVED BY Owner or Agent nt was a me or who has produced 41 , be o e his L 3 Li day of who is C 96C4 K -Co trac g ar—D. a The foregoing instrument was acknow entification and who did take an oath. as identification and who did take an oath. NOTAR X1.,0 9 1 c'`«J `` ,, 1, ,3 1 1 §i oy .' .-' yZttar:. tip �: . rant: 1 O o V`.iI t My Commiss 1y ********************************************************************************* Structural Review (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Signature ,20 wn to me or who has produced • MANOLIN JIMENEZ Notary Public - State of Florida •= My Comm. Expires Oct 19, 2012 ` - / Commission # DD 832261 i P o Bonded Through National Notary Assn. * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk L'C QGr or-} 5 t OrNA t LtC.- LtAi31i,ITh DNS WOCitirdt.S (.OM a INS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. /A3 w(- c /3 o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: ?J i 0 i*- E c 1,.11.0- ti F - L 3 .3i 3S - le-t 2. Description of improvement: 117-D Gil /4 f 1.)094Z. // J//W )Oer 3. Owner(s) name and address: ( J- / 002-/ ff- -g 311 Ke, 9° fit) 1 pt.. 33 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: •PADS '? ( 0i. .&c° v !It* L ;s�sra 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ttair d'men s of CuUt 7. Persons within the state of Florida designated by OwngempbrEwhorntraolices provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the fol 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 ifferent d Signat Print Owner's Name Notary Public Print Notary's Name My commission expires: /D /P/ 123.01 -82 PAGE 4 8/02 C, LI O /21,0 r I in this office on Sworn to and subscribed before me this 21 day of Vr A D 20 • I; . Y nd Count 111111111111111111111111111111111111111111111 CFN 2007R0786527 OR 8k 25843 Ps 05211 Ups) RECORDED 08/08/2007 13 :21:21 HARVEY RUV'If1r CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE y-of- the- Liahiar's Notice $a provided ��epared by 0 Address: i V I 14- t Pr ° rT Mier> F1-. 1.3143- COUNTY • •••• • • • BUILDING CODE COMPLIANCE OFFICE (BeC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE La Finestra 7620 N.W. 25 Street, Unit 6 Miami, FL 33166 • • .•• • • . • . '• • • • • • • • • • 2 2U01 • ••• • • • :Iv ill • .•. • • • • ••• MIAMI-DADE COUNTY, FLORIDA ••• METRO -DADE FLAMER BUILDING • 148 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 • • www.bundinacodeoallne.com • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ititSMIPTION: Series ` EKU 53" Ontsw ngAluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. LAFINDROUT, titled "Series EKU -53 Outswing Entrance Door", sheets 1 through 5 of 5, dated 10/26/04 with revision #2 dated 5/16/05, prepared by Bromley-Cook Engineering, Inc., signed and sealed by William D. Cook, 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 RATINGarge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dace County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1016.07 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA NQ_ -0203 43 Lapiration Date: February Approval Date: June 23, 2005 Page 1 La Finestra A. DRAWINGS NOTICE OF ACCEI:T CE• • ID E1�CE ' SI $MITTED .. . • • 1. Manufacturer's die drawing ai seaticpn :. • • • • 2. Drawing No. LAFINDROI)'r, titled 'Sept U Outswing Entrance Dcwr", sheets 1 through 5 of 5, dated 10/26/04 with ievision #2 dated 5/16/05, prepared by Bromley - Cook Engineering, Inc , signed and sealed by William D. Cook, 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 and TAS 202 -94 along with marked-up drawings and installation diagram of an outswing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL -3881, dated August 23, 2004, witnessed by Edmund() Largaespada, P.E. 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 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an inswing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL -3480, dated July 29, 2002, witnessed by James G. Worth, P.E. and reviewed, signed and sealed by Joseph Chan, P.E. (Submitted under File #02-1016.07) C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 01/27/05, prepared by Bromley - Cook Engineering, Inc , signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -98 No 1/3 stress increase used in anchors into masonry or steel substrate. 2. Anchor Calculations and structural analysis, dated 10/10/02 revised on 11/20/02, prepared by Bromley -Cook Engineering, Inc , signed and sealed by William D. Cook, P.E. (Submitted under File #02- 1016.07) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 P.E. Prods Examiner 05-0203.03 En Date: a r _ 27, 2008 Approval Date: June 23, 2005 La Finestra • • • .• •. • • • • • • • • • • • ..• • • .• •. • . • • • . . • • • • • • • • ••. • • . • NOTICE VIDt �SUBMi rI'J;D • ... . • • ••• ••• • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. (11414).40$ irstteti ib.Soh.tja Inc. for their "Saflex /Keepsafe Maximum dated 05/17/01, hpbittglui o i)j . • 2. Notice of Acceptance No. 99'031112:04 to UCB Chemicals Corporation for their "Uvekol — Liq. Resin to adhere Glass" dated 02/08/01, expiring on 02/08/04. F. STATEMENTS 1. Statement letter of conformance, dated January 27, 2005, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 27, 2005, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report No. Fit- 3881, issued by Fenestration Testing Laboratory, Inc., dated October 18, 2004, signed and sealed by Edmund() Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1016.07, issued to La Finestra for their "Series "EKU 53" Outswing Aluminum French Door — Impact", approved on 02/27/03 and expiring on 02/27/08. E -2 Manuel ' s ; Product Co NOA N Expiration Data February 27, 2008 Approval Date: June 23, 2005 WAX. TYP. AT TiEAO & SILL. LA FINESTRA, LC SERIES: EKU 53 OUTSWtNG ENTRANCE DOOR 72" Mg WO. MAX ANCHOR NOTE -I AT C.L. MEETING STILES: INTO SUBSTRATE CLUSTER 0 (5) 114 5CRE ® 2" 0/c MAX. SPACING INTO v SUBSTRATE MN. EMBED 1 1/2' INTO STEEL OR cow. sUSI1RATE: CLUSTER Of (3> 1 4 DIA. SINS OR TAP -CONS O 3'O.C.WL CHART • • 1YPE WAX. W..0 VAX. D®4GN • • 01-1 . 27 1/2"X86 11/18` ±7s o. -75.0 ▪ � .S•F. GL -2 27 1/2'X88 11/16" + 78.0, -75.0.80‘.* e GL-3 40 3/4` X88 11/18' +90.0, -S0.O • • • •• •• 1 ' moot INSLTRATICN nsr PREssuRE - 13.6 P•v • • • • NOE& • • 1. 065 snow 9MSiF]A 1465 am 05*0 A1D /MOM raw 289 98 P112988584 NOT TO ffX ED AIM sow vpstrasC 2. 8891 0189045 & ti11g1 FASTENERS IUST 8E DESIGNED & 8810811E0 TO imam we 1005 FOR' EAq l AP74.I2000I 3. sum FASMENERS MAY NOT EXCEED 16" C.C. SPACING AROI@® O 03. 4. THE SWIM SHOWN MOO MS ROM P29 0799, Apt. O86 r,' awe & *88288 SM1TC Apt PRA 18878 G pi 00I1702MISE WON ME CONNIY P170Y00012 PA- 201. .202 as 203. ODUCT REVISED. WmpMup with 144 Florida Mara - WAX. TYP. AT TiEAO & SILL. LA FINESTRA, LC SERIES: EKU 53 OUTSWtNG ENTRANCE DOOR 72" Mg WO. MAX ANCHOR NOTE -I AT C.L. MEETING STILES: INTO SUBSTRATE CLUSTER 0 (5) 114 5CRE ® 2" 0/c MAX. SPACING INTO v SUBSTRATE MN. EMBED 1 1/2' INTO STEEL OR cow. sUSI1RATE: CLUSTER Of (3> 1 4 DIA. SINS OR TAP -CONS O 3'O.C.WL CHART • • 1YPE WAX. W..0 VAX. D®4GN • • 01-1 . 27 1/2"X86 11/18` ±7s o. -75.0 ▪ � .S•F. GL -2 27 1/2'X88 11/16" + 78.0, -75.0.80‘.* e GL-3 40 3/4` X88 11/18' +90.0, -S0.O • • • •• •• 1 ' moot INSLTRATICN nsr PREssuRE - 13.6 P•v • • • • NOE& • • 1. 065 snow 9MSiF]A 1465 am 05*0 A1D /MOM raw 289 98 P112988584 NOT TO ffX ED AIM sow vpstrasC 2. 8891 0189045 & ti11g1 FASTENERS IUST 8E DESIGNED & 8810811E0 TO imam we 1005 FOR' EAq l AP74.I2000I 3. sum FASMENERS MAY NOT EXCEED 16" C.C. SPACING AROI@® O 03. 4. THE SWIM SHOWN MOO MS ROM P29 0799, Apt. O86 r,' awe & *88288 SM1TC Apt PRA 18878 G pi 00I1702MISE WON ME CONNIY P170Y00012 PA- 201. .202 as 203. ODUCT REVISED. WmpMup with 144 Florida • • 7011 - FRAIL 1.21x° oasts ice. ,1 Rocas " + � . . r i.�bE 'C ,o , ue 7 Ea': {sfi .�EJ �` l'"'�P ", IQeT Ui =j.i' Ksra111111.1 . �F +tr '' O ailmaimum ':TammimiF it mf , `Z r r .�1� rsis + �S «►E7�7 i C�C:T3 .: lSrl� . 1I.1 KAMM •t MIAM •• • BUILDING CODs; CONIPLIANCE OFFICE (BCCOO PRODUCT CONTROL DIVISION COUNTY NOTICE OF ACCEPTANCE NO La Finestra 7620 N.W. 25 Street, Unit 6 Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. L e -53" Outswing Aluminum Casement Witiw -1 t -J OO AL - DOCUJMENT: Drawing No. LAF1NWDWOUT, titled "Series EKU -53 Outswing Casement Window", sheets 1 through 5 of 5, dated 10/26 /04 with revision #2 dated 5/16/05, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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. 1 ISSILE II PAC - . a m e paef Ieffl LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1016.06 consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ••• a V • • • .• • ' • : • • zoto . •.• • • MIAMI-DADE COUNTY, FLORIDA ••• • • • • •• • • • • METRO DADE FLAGLER BUILDING 40 WEST FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 • . (305) 375 -2901 FAX (305) 375 -2908 NOA No 05- 0203.02 - lpiration Date: February 27, 2008 Approval June 23, 2005 Page 1 www.bn iftgageonline eons La Finestra A. DRAWINGS • ••• •• • • : • • • • • . • • . •• • • • • • • • • • ••• • • • • • • • . • :. • • • ••• • ••• NOTICE OF ACCEPT/ NGGt • • .EUIDLN SUBMITTED • • • • ••• • • • • .•. :•• :•• ••• 1. Manufacturer's die drawings and seed¢. ::. • : • 2. Drawing No. LAFINWDW01, , d dlid ". eries Tr-53 Outswing Casement Window", sheets 1 through 5 of 5, dated 10/26/04 with revision #2 dated 5/16/05, prepared by Bromley -Cook Engineering, Inc , signed and sealed by William D. Cook, 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 marked-up drawings and installation diagram of an outswing wood door, prepared by Hurricane Test Laboratory, Inc,, Test Report No. FTL -381, dated August 23, 2004, witnessed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an outswing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL -3480, dated July 29, 2002, witnessed by James G. Worth, P.E. and reviewed, signed and sealed by Joseph Chan, P.E. (Submitted under File #02. 101006) C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 01/27/05, prepared by Bromley - Cook Engineering, Inc , signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -98 No 1/3 stress increase used in anchors into masonry or steel substrate. 2. Anchor Calculations and structural analysis, dated 10/10/02 revised on 11/20/02, prepared by Bromley -Cook Engineering, Inc , signed and sealed by William D. Cook, P.E. (Submitted under File #02- 1016.06) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manuel Product Control NOA No Expiration Date: February 27, 2008 Approval Date: June 23, 2005 La Finestra ••• • • • • • • ••. • • • • •• . • • • • • • • • • • • • • • • •• • • • • ••• . ••• • • • . NOTICE OF ACC PT�i CE: ' E ' . II BMI,TTED • • • ••• • • • E. MATERIAL CERTIFICATIONS .. • • • • • • • • 1. Notice of Acceptance No. 01 .Q2 tssbe'd io *o}utia Int. for their "Saflex /Keepsafe Maximum" dated 05/17/01, expisibg:oa 0 • • • 2. Notice of Acceptance No. 99- 0302.04 issued to UCB Chemicals Corporation for their "Uvekol — Liq. Resin to adhere Glass" dated 02/08/01, expiring on 02/08/04. F. STATEMENTS 1. Statement letter of conformance, dated January 27, 2005, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 27, 2005, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report No. FT'L- 3881, issued by Fenestration Testing Laboratory, Inc., dated October 18, 2004, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Notice of Acceptance No. 024016.06, issued to La Finestra for their "Series "EKU- 53" Outswing Aluminum Casement Window -- Impact", approved on 02/27/03 and expiring on 02/27/08. E -2 a llii L D ;.:III II r Manuel Product Control I IA NOA No 0 Expiration Date: February 27, 2008 Approval Date: June 23, 2005 LA FINESTRA, LC SERIES: EKU 53 OUTSWING CASEMENT WINDOW LOCK OPTION ANCHOR NOTE -1 AT C.L MEETING STIES: IWTO WOOD SUBSTRATE CLUSTER. OF (S) 114 WOOD. SCREWS 0 2. O/C MAX. SPACING INTO WOOD SUBSTRATE MN. EASED ' 1 1/2" INTO STEEL OR CONC. SUBSTRATE CLUSTER OF (3) 1/4" DIA. SMS OR TAP-CONS 0 3" O.C. MAX. SPACING GI ASS SCHEDUL max maw 94PA CHART 1YPE MAX. OLO. MAX. DESA1 • 01. 27 1/2 X as it /1E" +764 - ma a, 8l-2 27 1/2'X88 11/18' +78.0: - 78.0 GL-3 40 3/4' X86 11/18' +90.0. -90.0 P.S.F. 13.6P.swP••i •• •• •••••• • • • 1. 1153 WINDOW 2580-4 N0 BEEN 1ESI88 ENS N0 OPPawEa • FOR D88aN FRESSURES NOT 10 DEED MOSE SHOW IN SC pU.E. • 2 aim OPBSING9 8 BOCK FARMERS must BE mono l 10 VAINSI 90 WO LONE FOR 03034 66,1111.1EK 3. BUCK PRIME WO' NCR EXIT 13' 0.0. SPACER AROUND OPENINGS. 4. 585 SYSIN SERI N HEM WAS TESTER FOR MIX AlP, SWAM *WC 43 1061 006 SWIG AIR PRESsuRE 1EN ING 9N coakawaier W1m wax . OO4941Y PROTOCOLS 94-201. 202 a 203. ••••.• • • • •••••• • •••••• • • •••• • it •••••• • • • •••••• • • • • ,: fd 1ND1CRER CONC. BLOCK 61101 , FILLED CELL. / 4 MAE ANCHORS AS WAD ON SCHEDULE .. ��i�. .n y .+q^ t eT �. . •� H INDICATES COMER SIROCCO FINISH. 8a)QES COMC. ELCCAC FILLED' CELL. FRAME ANCHORS AS Beam on 3EYS & SCHEDULE. 1 1/r INDICATES Exit STUCCO tit conutious P.T. ROOD NCH DY OMENS IVOiE NUfkiS m sr Ham SEPERATELY 1/4 MAX. 00011 MAE MD. 0' 2 JAMS DETAIL WITH DECORAINE WOOD CONTINUOUS P.T. WOO SUCK Df CIDERS NOTE: sums RUST EIE IANCINEERED Y ®O ® JAMS DETAIL. 11 \ - 27 •yam NOTE f SEE 3 OWES 01, or •/3' 'EXTERIOR" ACR StI®ISF 1/ 1 1 . ' PMI% P 14 � ti YMOD • t N. lW M0'Ow { J1" iS A11fI1R 1101E -t AT CL MEMO S1I.fSt CLUSTER som SPAWN/ rob st r � ' Iota 0 1 1/2' INTO HOOD OR CLUSTER or (3 1 4` wa sus co vp -cars 1810 SIM OR MIME swum. (SEE ANCHOR SCHEDULE) clinagrf Mr % IK mar MOOD •14 110.2 2.2P. ANCHOR SPAC910 }l0 - sw. FPARAIDS DANCE00 00 UAL L • NOM SEE M OH= NCRE -1 FOR lY , M .RIM AT moue Amu ANCHOR BlitARCE • 20 /T 010 in. C201 i1111t. r mom DOS SILOCE • 14' C142 . 3/18" MEETING STILES 2 ‘7 "mar: no°. Nola Q IOYC�T SURFACES USE E OMPOSENT GLUE ART. 149 • •• ••••.• • • • • FRAME CORNER JOINT. • • • • • •• • 1Ha 205 00000 • • 00000 • •. • • ••••• • • 0000 ••••:• • • •••••• • •. •••••• • •• 00000 • • • • 00000 • • ••••• • • •••• •••••• • • • 00000 • • 00000 • 91202 - (LAZING BEAD 9036- OVERSIZE FRAME 1) WITH FLANGE 2490' 11054- SASH(OUTSWING) O 11000 - GLAZING BEAD 0 11028- SASH(0UTSWl4G) • . 4283 - CQ+ITRAt. 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'::7,\ i CIS - GANG so AT Fame siL G ASS OM OM COM as ea Rzcat as - FRA MEM SEXED 91111 DOW CONDE 0199 • • • • •••••• • • • . ••••• • • ••••• • • • JUL 2 7 2UQ1 � , MIAM COUNTY NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34275 51 6 • • •• • • •• • •• •. • • ••• • • •• • • • • • • • • • • • ••• • • • • •• • • • ••• • • •• • • • 0 • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION •' • ••• r ! • • • • ML4MI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonliue.com 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 (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includm the Lgh Velocity Hurricane Zone. DESONz_Se$ x v -'-�ulrMii�mn imT Clgiped APPROVAL DOCUMENT: Dra ngNo: 6223, ed "2" Meavy Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, dated 04/28/00, with revision "C" dated 05103/06, picpared by PGT Industries, signed and sealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04 - 0528.06 and consists 'of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. I404 �g Expiration Date , J.r� une28, 2011 a Approval Date: June 08, 2006 Page 1 T h ANCHORS DETAIL "B "C" OR 'D" AT BOTH ENDS AND AT BOTTOM MULLIONS H Wi ! W2H W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MI) MAX OPENING = H OR Hl +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR Wl +W2 MULL LENGTH = HI ANCHORS DETAIL A ANCHORS DETAIL A H M3) M4) i NOTES: 1. THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION. REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT APPUCATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL "B ", C" OR "D" AT BOTH ENDS AND AT 80TTOMS W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING - H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH = H1 MULLIONS H 1 Robert :. Clerk P.E. PE #39712 Structural ANCHORS DETAIL "B; "C" OR D" BOTH ENDS ANCHORS DETAIL "B ", C" OR "0" BOTH ENDS 1 L i W W MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H 1070 7ECHNOLOGY MINE NOKQbB$ FL 34275 P.O. SOX 1529 NOKOM1S FL 34274 Rood By: F.K. Rend By: F.K. Brown Or P.J.P. 179/06 57/06 428/00 f •• • • 410 • s•••• • • ▪ • • • •••..• • • • • • • • • • • •• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 8 ANCHORAGE C -NO CHG THIS SHT 2" HEAVY WALL, ELEVATIONS (1)'WTN OWW MULLED W /ONE ABOVE FOR DETERMI •ATAx ALLOWABLL • • • DESIGN PRESSNRE•SEE TABLE'S • • • .Q� PAGE 5 •••• • • AN ' QPENING = H 151! H1 +14 00000 • 141:1„ LENGTH = W• 00000 o • ALUMINUM TUBE CLIPPED MULLION serrootar er MULLS sale: NTS sum* 1 a 5 • • • • • • Brmfeg No. 6223 rti�( ULLION •• • • • • •• •• • • •• - • • • . 41 1 , • •• • PGT 2x MULLIO MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 PGT 2x MULUO TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" 2" MULL =1 " MIN. 2.(TYP WOOD BUCK " OR 6" r " ORB "--1 TYPICAL MULLION TO STRUCTURE WITH WOOD RUCK. DETAIL, "B" #12 SCREW, SEE NOTE .3 #12 SCREW, SEE NOTE 3 NOTES; 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". ELCO 1/4" SS4 CRETE -FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4 ". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE -FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. #12 FH SMS PGT 2x MULLIO STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD BUCK REMOVED TO CONCRETE WOOD / / 2h(TYP4 MIN. myna 4c F.K. MIN. OR 6- f TYPICAL MULLION TO .STRUCTURE W1TH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ". 593/04 P.,1 P. 48/00 ° re i/9 /06 B ANCHORAGE C -M9 lHG THIS SHT TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO 945• 0IOT TQ ! NTERFERE W!TI-T EA6N OTHER) • • • : • St'E SOTF• 3. ••.� • • . ..•••• • • • 1/4". 'AiCRI, SEE NOTES 1 &:S • • • • • •••• • • " ••.•• • • . •• • • •••• . ••• • 0 00000 00000 • w • •• •• ••.•.. it • • • • • • • • • •• • TYPICAL MULLION TO STRUCTURE WffH WOOD BUCK AND CONC.. DETAIL "D" DeegfpSa" 2" HEAVY WALL, CUP INSTALLATION DETAIL rrer.: ALUMINUM TUBE CLIPPED MULLION Ser /Mode: Sale: Sheer: Drawing No. MULLS NTS 2 of 5 6223 Rev: C 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP WJTA9S REMOVED EXTRUSION DWG #513 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 2 x 4 x 1/4 2 x 6 x 1/4 3 7/16 5 7/16 MIN. (TYP) MAX. ®1-4 •/2 -1 J J,3)) A NCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. (TYP) LLA /2 - ® '• (3) ANCHOR LOCATIONS MIN. MIN. -- 3 MIN. A .3 Nl � MIN. (4) ANCHOR LOCATIONS MIN. FROM ENDS (T1P) —"' g MIN. (TYP) • A' (4) ANCHOR LOCATIONS NOTES: 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN. TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS 19/06 13/06 48/00 8 /1v11 s '3 -4 NOL£ APP. as C —ADD MISSING DIM. to ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TV?) L'A /41, 'A' (6) ANCHOR LOCATIONS —:4/2 1070 1EGYHN0LOOY 0RVE NOKOM1S FL 34275 P.O. OCX 1529 NOXOf9S. FL 34274 ( .3 EQ. SP M A (i4 " =3 EQ. Sodas/Mask MULLS (8) ANCHOR LOCATIONS • • • • • •• • MIN. FR'O!I : • • ENDS (711 •••• • MIN. (TYP) • •••• 1 ••••S ' •• I A LOA ' 3/ -: (8) ANCHOR LOCATIONS Snn.a 3 of 5 MIN. MIN. •••• • • •••• ••• • ' •• • Drawing No. MIN. • • • • R R IZ Dr•n ny: P.J.P. Dbsartpdan: 2" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION 6223 ..1•.. • •• • 1 .1.•• • • 1 . 1 11• • • • • • ••••• • •• • • ••••• ••• • ras •••••• • 11•IM1W • •• 1 • 1 4 NOTE 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2x HEAVY WALL MULLS MAT'L: 6063 -T6 ill Sic .rt gark, PL FE $39712 Structural 1070 TECHNOLOGY DRIVE MONONA FL 34275 P.O. BOX 1329 NOKO;NM; FL 34274 ey Oman OY: P.J.P. stoat. MULLS 1,5/06 R74/66 48/00 6 scot& ix • • • • • •• • ••. • • ••• • • •• s7• • •••••• •••• • • •••• • • •• •• •••••• • • • • • • • • • • •• • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1 - 4 9 CNC. THIS SM. —NO CHC THIS SHT Shed: 4 of 5 •• • • • ••••• • •• is • • • • • • • • • 0wwlviton 2" HEAVY WALL, MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION Owen No. 6223 • • • 000 • • •••••• • 000 • • • • CHART 2. - 2x6x.250 OPENING WIDTH IN INCHES (3) A (4) A (3) A (4) A (3) A (6) B (8) B (6) B (8) B (6) B 170 170 170 170 170 170 170, 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 50 CO 70 (4) A (8) B 170 170 170 170 170 170 170 8 1 90 00 11 120 130 160 ANCHOR TYPE & QTY. 42 48 50.625 64 60 63 66 72 170 78 170 78 170 84 170 90 170 96 185 108 144 111 140 144 105 CHART 1. - 2x4x 250 ANCHOR TYPE & QTY. 5 z 3 42 48 60.826 64 80 83 66 • 78 78 84 90 98 108 111 144 170 170 170 170 170 170 170 170 108 45 37 170 170 170 166 153 142 123 119 89 50 (3) A (8) B 170 170, 170 170 ▪ 170 170 170 170 170 177 163 151 107 98 170 170 ' 170 ' 170 170 170 ' 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 182 160 159 170 170 r 170 170 154 149 146 1.45 170 166 152 142 135 129 125 • 170 170 154 141 131 124 119 115 112 167 149 138 127 119 114 110 107 153 136 124 114 107 102 98 94 141 125 113 104 97 92 88 85 129 112 100 91 83 78 73 69 90 78 69 62 57 53 49 47 83 72 63 , 57 , 52 48 45 43 )160 (3) A (6) B 170 170 170 170 170 159 145 ?122 109 104 OPENING WIDTH IN INCHES 80 70 80 90 100 ' 110 120 (3) A (3) A (3) A (3) A (3) A (3) A (3) A (3) A (6) B (6) B (6) B (6) B (6) B (6) B (6) B (6) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 32 170 170 170 170 170 170 163 154 90 28 (3) A (4) A (6) 8 (8) 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 165 170 168 170 154 170 162 170 148 170 148 170 134 170 136 170 123 164 125 167 113 151 109 141 98 125 105 133 94 118 78 78 69 89 26 23 21 (3) A (4) A (6) B (8) 8 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 143 170 138 170 124 166 113 151 104 139 89 112 86 106 61 61 20 (3) A (6) 8 170 170 170 170 170 170 168 146 135 130 117 106 97 83 80 79 63 41 37 18 18 (4) A (8) B 170 170 170 170 170 170 170 170 170 170 155 141 129 102 97 56 (3)A (6) B 170 170 170 170 170 170 162 140 129 124 111 100 91 78 75 51 (4) A (8) B 170 170 170 170 170 170 170 170 170 185 148 133 123 95 89 51 7r% 6' of 1152+1. a.E OE L , 39712 Strluctuf4l (3) A (6) B 170 170 170 170 170 170 159 136 125 119 106 96 87 73 71 47 (4) A (8) 8 170 170 170 170 170 170 170 170 166 159 142 127 115 88 83 47 (3) A (6) B 170 170 170 170 170 170 158 134 122 116 103 92 83 70 67 44 (4) A (8) B 170 170 170 170 170 170 170 170 162 155 137 123 109 83 78 44 1070 M FI. cry 54275 DRIVE P.O. BOX 1529 NOKOMC$ Ft 34274 (3) A (6) 8 ( A (8) B 170 170 170 170 170 170 113 151 170 170 170 170 170 170 158 170 133 170 119 159 98 130 86 116 77 98 63 73 • • • NOTES; : •• • • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITE, ••• CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHtlg• 1. • 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW 61 68 37 37 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Vertical Mull Mull Length Opening 6fFdth Horizontal Mull Opening Width LL _ t-- ' 4 I ••• Multiple Mulled Units Mull Length Opin Wi g ▪ . . • .••• ••• • • • • • 0 00000 • • • 00000 ANCHORAGE CHO THIS sift' 5 of 5 6223 • • 000000 • • • •- • • .• •• ' •• . • • • • ••••• Wris7 1= • • • • PRESSURE CHARTS 1 & 2 E CLIPPED MULLION Sheri' Drawing No. Rev C M COUNTY COUNTY BUILDING CODE COMPLIANCE OM CE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 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). Tbis 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 AH3 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the mangy will incur the expense of suet testing and the ABJ may immediately revoke, modify, or suspend the use of such product or material within their jurisinction. 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 requa menus 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 I' Sti :l 0-0 -A1a i m Tube Clipped oil L APPROVAL D(C:>NT: Drawing No. 6220, titled " STD: Wail, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P2., dated 04,28/00, with last revision 01105/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mute Imps 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 moot 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 entry. 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 Officlal. This NOA revises and renews NOA # 04.0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, D m ''f" �,;!`' 7 JUL..2 7 2007 BY: • • • • • • ••• •• •• • . • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • . • • • • • • • • • • ••• • ••. • ••• •• • • • • 1II a1DE COUNTY. FLORIDA •. UDE FLAGLER BUILDING FLALER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 0)5) 37s -2901 FAX (305) 375 -2908 • • • a►v ldingcodeunline.com NOA No 06 7 July Approval Jy Page I ANCHORS DETAIL "B", "C" OR 'b" AT BOTH ENDS AND AT BOTTOM MULLIONS w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 Mt) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPLMNG = W OR W1 +W2 MULL LENGTH = Ht ANCHORS DETAIL A ANCHORS DETAIL A H M3) M4) ANCHORS DETAIL B 01? "0" AT BOTH ENDS AND AT BOTTOMS w W = W1 +W2 +W3 11 = H1 +H2 MULTIPLE WINDOWS MULLED WANE ABOVE FOR DETERMIG MAX ALLOWABLE DESGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH a W OR W1 +W2 +W,3 MAX OPENING o W1 +W2 OR W2 +W3 MULL LENGTH = Ht 1 1. TH E 33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & ii.,,w 70 COMPLY WITH THE REQUIRE — MENTS OF THE FLORIDA BUILDING CODE 2004 EDTNON FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. MULLIONS Robot L dmk P.i• PE #3971 W W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERd1NG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 011 W1 +W2 MULL LENGTH = H FOR ANCHORAGE ANCHORS DETAIL ' OR "0" BOTH ENDS ANCHORS DETAIL 'E "C" 01? "0" BOTH ENDS W 1 w i W2-- - -WANE ABOVE FOR DE7ERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +1-12 . MULL LENGTH = W • • • • • •• • • .. • • • • • • • • •••• • • TYPE, QUANTITY AND LOCATION, REFEI TG • • • • • • •• • ••• • BE USED QNLy WITH PGT INDUSTRIES PRODUCTS • .; TO 1070 7E12927LOar WOWS, R .34279 P.O. 297 1529 90901115, ft 54274 FK 1/.0/08 MAWS 5 & 6 en Dom gp P.J.P. 8 /08 28/00 C� REFS 1" STANDARD WALL, ELEVATIONS ALUMINUM TUBE CLIPPED MULLION Aims I NTS, of 5 I tinning 6220 • s • • ••• ••• • • • _ • • • • • • • • • • W BUCK PG.T ix MU MULLION CUP. CUT FLANGES OFF CUP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MU FOR 1" MULL ° TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" ° T 1x MULLION SEE NOTES 2 & 3 MIN. a . 1° MULL== r MIN. 2�(7YP) 2" OR 4" WOOD BUCK. DETAIL 'R" 2" OR 4" 112 SCREW, SEE NOTE 3 ANCHOR EMBED. SEE NOTE 2 ` , TW1C.d1 _MUL! TON TO 1JRE W/TH 112 FH SMS STAGGERED ON OPPOSITE SIDES INTERFERE WITH EACH OTHER) SEE NOTE .3 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1x MUWO SEE •' NO WOOD BUCK REMOVED TO CONCRETE POT 1x M. ,ULUON -- 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4 TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY SEE MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE NOTE r yi IS 2 1/2'. MIN. EMBEDMENT: TAPCONS 1 1/4" CRETE -FLEX 1 3/4" I 2. FOR WOOD APPLICATIONS USE 112 SCREWS ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE-FLEX MASONRY ANCHORS MIN. EMBEDMENT 1 1/2 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. POI? MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL-TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING 5. (M QUANTITY OF ANCHORS CLIP). SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND OR LOADING At, PRESSUD FOR CONDITIONS REQUIRE IN TF ES DETAILS AR N� ART OF APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902. 2903 AND 2975. Robert L pork, P.E. PE Structural E p WOOD MI. BUCK JYP1C L Ml1IAN UCTURE WITH W90D BUCK REMOVED FROM CONC., DES C" 2' OR 4'.-• 112 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT INTERFERE WWTH EACH OTHER) SEE NOTE 3 1078 TECHNOLOGY DRIVE NOKOk y FL 34875 ALL BOX 1529 WIXOM IL 34274 2 OR 4" N0 MASONRY ANCHOR, SEE NOTES 1 & 3 • • • • • • •• • QQ BUCK-- • • . • TYPICAL MULLION TO STRUC7 WOOD BUCK AND SON¢.. WAIL a; • • •• •• • • • • • i re .0 /06 MY NOTES 3 &5 • sye ala/06 Mat= you P.. P 48 8/Q 112 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 •••• • . A•BI•iY1 • • • __ii ,74:71,../411 • • • • • •• • • . • • • •• • ••• • TO BE USED .QTY WITH POT INDUSTRIES PRODUCTS • • • • ••. • • • • • • • • • • 1STD. WALL, CLIP INSTALLATION DETAIL law ALUMINUM TUBE CLIPPED MULLION I NTS 1 a 5 1 °9'° " 6220 ID 1" MULL CLIP (CUP TO OPENING) EXTRUSION DWG /1099 CLIP F 1x MULL MULL SIZE 1 x 2 x 1/8 1 x 4 x 1/8 A ' 1 11 18 3 11/18 MAX. 1 MAX. r A/2 FOUR (4) ANCHOR DONS szi LO AT1ONS A TWO (g) ANCHOR NOTES; 1. NT: GUMMY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FWD THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F1L -2902 2903 AND 2975. _(3)EQ.SP. (A -3/4)/ 1 ° MULL CLIP WITAEIS REMOVER (CLIP TO MULL) EXTRUSION DWG 11099 A/2 PIN. -L.A 1 ONE (1) ANCHOR LOS iMIN. ® THREE ANCHOR LOCATION$ 1070 TECHNOLOGY O NE NDKOY$ FL 34275 P.O. BOX 7529 NORMS Fl. 34274 P.J.P. 4 28/00 IN.TYP! •••• • • • . •• • • • • • • • • • • • • • • • • • • TO BE USED IMLY WITH PGT (INDUSTRIES PRODUCTS �F.1 o a/30 /o8 no SW_ FIG �/a /O6 - REVISE SPAOIG •••• •••• • 111CIwcreesaco • n e • • a. • • • • •• • • ••• • • • • • • •� • • 1" STD. WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION MULLS I N 1 3 of 5 Ram 6220 (TYP) ---� t x STD. WALL MULLS MArL: 6063 —T6 Robert L trek, P.E. Structural 2 2 tom P.O. SOX ,sao > FL 3274 .---� --- (TYP) • • • • •• • • •••• • • •••• • • • • •• • • • • • • • • • • •• TO BE' USED SKr WITH PGT INDUSTRIES PRODUCTS Ra lf' id's /os Mow n sm: 5e /o8 c —No t RS Siff •••• • • •••• .r�owwr • • • l«.� +f la s t1* • • • • • •• • • • • ••• • • • •• o FA. 4 28800 1S TD. WALL MULLION PROFILES ALUMINUM TUBE CLIPPED MULLION s•n./aoer MULLS I 1X 1 4 of 5 °°•`' 6220 • • • • • •••• • • •••• • • • I D CHART 1. - 1x2x.125 TY. & TYP. ANCHOR 0 CUP TO OPENING CUP TO MULL 48 50.626 54 60 63 se 72 76 78 QTY. & TYP. ANCHOR s0 (2) A (2) (1) 8 129 83 70 57 41 35 30 23 20 18 60 (2) A (2) (1) B 115 73 6' 49 35 30 26 20 17 15 CHART 2. - 1x4x.125 70 80 60 100 110 (2) A (2) B (1) 107 67 55 44 31 27 23 17 15 OPENING WIDTH IN INCHES (2) A (2) B (1) 104 63 52 41 29 24 21 18 (2) A (2) (1) B 103 61 50 39 27 23 19 (2) A (2) B ( B 103 61 49 38 26 22 18 (2) A (2) B (1) B 103 61 49 38 25 21 18 OPENING WIDTH IN INCHES 120 30. 160 ( ( ( ( B ( B ( B (1) B (1) B (1) B 103 103 103 81 61 61 49 49 49 38 38 38 25 25 25 20 20 20 17 17 17 1 1 50 CUP TO (2) A OPENING (4) CUP TO MULL (3) B 42 170 48 170 50.625, 170 54 170 e ID 170 63 170 66 170 72, 142 76 120 78 111 84 88 90 72 96, 59 108 41 111 38 144 17 60 70 (2)A(2)A (4) B (4) B , (3) B ( B 170970 170 170 170 170 170 170 170 157 160 141 145 127 120 105 102 — 90 94 83 75655 60 53 50 43 35 30 32 28 80x 90 (2)A A (4) B (4) B (3) B (3) B 170 170 170 170 170 170 170 182 , 143* 134 128 119 115 106 95 87 " 81 74 74 68 59 53 4743 38 35 27 24 24 22 , 100 (2) A (4) B (3) B 170 170 170 158 127 112 100 81 69 63 49 39 32 22 20 110 ' 120 130 160 (2) A ( A ( A ( A (4) B (4) B (4) B (4) B (3) B (3) B (3) B (3) 170 170 170 170 170 170 170 170 170 170 170 . 170 • 157 157 157 157 124 122 122 122 108 106 106 108 96 93 92 92 77 74 72 71 - 8 5 63 61 59 60 57 55 53 4 8 ' 44 , 42 , 40 • 3 7 35 33 31 30 28 27 24 20 19 18 16 19 17 16 Vertical Mull J , Mull Length Horizontal Mull Opening Wit 1-- Mull _j length '' MuWpte Mulled Units Min Length \fining Width .(VOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. OX' Rcia.114 eta. P.E, ' 34275 P.O. 07X 1529 NOKOMIS R. 34274 • • • • • •• • • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UW& CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE WA 1. 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 • • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS. EMBED. (1 1%*`f bR 1/4 SS4 CRETE —FLEX, EMBED. (1:370: 8. 112 SCREWS • • 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ' F: a /oe S ff `° "i'.Q` a /04 C-INI EU cwMGES a PJP Offilet /28/00 • ••• • • •••• • • • • •••• ••w. • •• •• • • • • • • 1 " STD. WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION rfa/ i MULLS ' NTS 15 Dv&q No. a 5 6220 I D awc MIAM WADE �U. 2' 200/ ....... ••: • • BUILDING CODE COMPLIANCE OFFICE (BCC'OO PRODUCT CONTROL DIVISION • • • • NOTICE OF ACCEPTANCE (N04) • • • • • ••• •• •• • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •••••• • ••• ••• La Finestra 7301 N.W. 41 Street Bay-C Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: S l U= 53"A1t Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. LA.FIN WDW, titled "La Finestra Series EKU-53 Fixed Window", sheets 1 through 4 of 4, dated 9/28/02 with revision #1 dated 11/21 /02, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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. MISSILE IMPACT RATING : Large aid SnWINUissile Lnpact } LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -LADE COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING 14 ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • (305) 375-2901 FAX (305) 375 -2908 PrOA No 02- 1018.12 r Expiration Date: March 6, 2008 Approval Date: March 6, 2003 Page 1 La Finestra A. DRAWINGS • ••• • ••• • •••. • • • • • • • • • NOTICE OF ACCE'P'TANCE:. • • IE • SUBMITTED (For Fi1e ONLY. ISM pert of NOA); • • ••• • • • ••• •• •• • • • •• •• . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• .• • • • ••• •• • • • •• ••• •• • •••••..••• • 1. Manufacturer's die drawingsd ; 2. Drawing No. LAFINWUW, tited "S8ri�EKU'53 Fixed Windows ", sheets 1 through 4 of 4, dated 9/28/02 with revision #1 dated 11/21/02, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked - up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3545, dated 8/13/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared .by Bromley -Cook Engineering, Inc., dated 11/21/02, signed and sealed by William Cook, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 99-0302.04 issued to UCB Chemicals Corporation, for "Uvekol -Liq. Resin to adhere Glass" dated 2/8/01, expiring on 2/8/04. E. STATEMENTS 1. Statement letter of no financial interest, dated 10/14/02, signed and sealed by William Cook, P.E. 2. Statement letter of conformance, dated 10 /14/02, signed and sealed by William Cook, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3547 issued by Fenestration Testing Laboratory, Inc., dated August 29, 2002, signed and sealed by Joseph Chan, P.E. F. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -1 Manuel Pe Product Control E .< er NOA No 02- 1018.12 Expiration Date: March 6, 2008 Approval Date: March 6, 2003 LARGE MISSILE IMPACT. RESISTANT Ib i 1 li 1 1 e • . 111 1 OF 4 . •ANCHOR S DER SUBSTRATE/DARED NC MAXIMUM ALLOWABLE AH ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING • HEAD -- • SILL JAMBS 1J TA P� O R pug. es' r ( / cop LIA 1 1/2' INTO OONC • Bk*N B 0 1 M X.. e FROM • 14' 0/C MAIL • BALANCE //14 X READ. LENGTH P.M .MS. OR SELF- DRILUND METAL STRUCTURES STEEL OR ALUMINUM BAANCE • 12 0/0 MAX. B• FROM E BALANCE 0 14' 0/0 MAX. 14 H 1 1/2' INTO WOO MIN. BALANCE 0 2 0/0 MAX. . BALANCE 0 14 % MAX. INDICATES ! S ATE. 0 P.T. WOOD SUCK BY OTHERS. FRAME ANCHORS AS NDICATED ON ELEVATIONS & SCHEDULE. 1 1/2' MIN. EMBED CONTINUOUS SEALANT BACKER �. 41. � .sw INDICA S EEXTEER 2 3/4' rl /4° MAX. JAMB DETAIL NOTEt � SZE GLAZING DETAIL '01` 'EXTERIOR" WINDOW WD. 0 o I a 2 3/4' 1/4' MAX KD JAMB DETAIL ` ; • I A Q P.T. WOOD BUCK BY OTHERS. EMBED CONTINUOUS BA SEALANT 0, INDICATES • EXTERIOR STUCCO FINISH. Ar ELEVATIONS & SCHEDULE. suOSTRA TL INDICATES OR SEALANT MATH S BACKER ROD. HEAD DETAIL FRAME ANCHORS AS INDICATED ON SCHEDULE. 2 SILL DETAIL. 1 1/2' MIN. CONTINUOUS SEALANT WITH BACKER ROD. INDICATES EXTERIOR • 8'IUCCA FINISH. INCOMES COM SUBSTRATE. MIME ANCHORS AS INDICATED ELEVATIONS & SCHEDULE, `EXTERIOR" 0 0 Aqh 0 ;r5 • • • • • • • • 0 U , N •• • • B FOOD BUCK • ••• • • • •••• ••• • • • •• • • • • •• ••• • • • • • ••• • • • • • • BY ERER! 1Pd11t• 4 •,:.... Dflie BOA. 4:eir J F'A[ y " 0.� 6 2 0F4 1 1 z ••• • • MATERIAL UST Ogre KM ODER DESRIPRION PPP • ij aaa ,. ./S / 7011 ' RAVE PR Lfl 001 11078 DAIS WADING X11 11078 DAZING MOP PROW S k 128 -2178 CONi&d90US RV ROM CASKET . . KT C NOT USED OSf1 #10 X 1 1/4' P.H.US.(ELF DRILLING) CAD, RATED STEEL STD. SCABS FOR ow BEAD 105 -0110 FRAME CORNER KEY (RPM L Al COWS) CAST ALUMINUM 7 110 -3578 .325' METALLIC Ft* EA COMO CASE AMNIA 8 SIB OPTION L FLANGE FRAYS HEAD/SEL/JAWB EN ATT-50 -15 PROFRA WI SPA 9035 - FRAME 11079 - GLAZING BEAD 11078 SNAP w...,.)RA OPTIONAL "FLANt' FRAME PROFILE 9035 - FRAME ® WiTh OoNAS006 FLANGE BUT . SEALANTS - =NO BEAD AT FRAME SOL SEALED TO dm WRH DOW CORNING 996 OR PECORA 895 FRAME CORNERS SEALED WITH DOW CORNING 999 128 -217& SET IN SEALANT. BLACK SILICONE 99 (oO�O 895) NYLON SE(RNG BLOCK O TYPICAL GLAZING DETAIL "PULL Siff" • . • • • •••• • • • LAMINATED GLArk•VES • • N. -1 OR GL-:2 AS IN • • N SCHEDULE ••s SET IN SEALAN 0X114 " PAUL 6• • • CRIL • • 04 "FROM y - • 1�i y 0.0. MAX. SPA �!' S • • • • •••• 11o7B® 11079® • • • • • • • • • • • • • • • .• .•• • • • •••• ••• • • • •• Approved as ;.. 'sift the Ftwits Date NORM s 1 1 1 1 .•• • • • - Nfk 30F4 . ExT +) ERE il•EFliF� M iI111 i7illtiralf 6F'•i71 11 1• iFI• i7MNMN WM WE WM WM IFS W7IG1f1111F4111 Nal 1EY?7?I✓:1 iF111iiFI•i%1111f7 iF1fillfill•i711 RIl■U E1KuII3K1 1[> 1E: 711 1 iI1•illf lAWill Nous LUXE 111/111 IL T1 EMI iNllilf•Nl•i7 iI1•illtil•EM iIl•EI1ftTl 1WrAll �I1♦ 1011tff7IIIIE OA III 111 1111111 '71 ,Illl 1 ' IIIIIIIrr� Illllllrt Illl1111Il1191 IIIIIII II 11 WIN ginurfigni 111:1111711 MAWR NM Mil MUM i7 i71117/111 11E111111011 MEM NMI NM RTNIII d31L1s[Z'IL1�7E�1 11 111117E3/1113l911 Wall 101 KFICII 110711117.1111 �I 1♦ E7E7111771 INFAILIIMINTMI i 11�I1�iZ1riI3 iIl•6I.111/i111EXII ALLOWABLE DESIGN LOADS FOR IMPACT MOWS MODULAR WINDOW GLASS TYPE GLASS TYPE SIZE GL- WIDTH 24 30 36 42 30 36 42 48 54 30 38 42 48 30 36 42 48 30 38 42 48 30 38 42 48 54 30 38 42 48 30 38 42 48 50 24 30 36 42 #EIGHT 54 66 72 90 96 WINDOW SIZE CHART (TESTED ASSEMBLY • 48" x 98' 0 + / -75 PSE) DLO • 44" x 91 1/4' 1 N01EI TENDONS MAY BE ORIENTED HOREONTALLY OR VERTICALLY. NOTEt AT KEY CONTACT SURFACES SINGLE CLUE . ART. 149 AL 430. INDICATES SUBSTRATE. P.T. WOOD OTHERS. FRAME AS INDICIAND ON ELEVATIONS & SCHEDULE. 1 1/r MGL EMBED SEALANT CONTINUOUS BACKER ROD. INDICATES I. /'g) FRAME CORNER JOINT • • • • • •• • 'OPTIONAL JAMB "FLANGE .. • • • • •• •• • • • • • • • • • • • •• • •••• • • •••• ••• • • • •• - • • • • • • • .. ••• • • • •• • • • • • • • • • • • •••, • • • •• rkettis !Mew •anted :,� „,. .r.. NO .il1 .7r_.41/ By /� ,- 1 4 • 1 6 •• Owner Information CLIFFORD WALTERS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Protect Address 310 NE 99 Street Miami Shores Village, FL 33138- Address Contractor(s) Phone Cell Phone MOSTO GENERAL CONTRACTOR (786)367 - 3365 Q= Type of Work: WNDOWS AND DOORS No of Openings: 40 Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $78.00 $26.00 $500.00 $18.00 $12.50 $634.50 310NE99ST MIAMI FL 33138 -2437 Parcel Number 1132060135580 Block: Lot In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Wednesday, August 1, 2007 Permit Issue Date: 8/1/2007 Permit NO WS- 7 -07 =1 587 Permit Type: Windows/Shutters Work Classification: Window /Door Permit Status: APPROVED Expiration: 01/28/2008 Phone Valuation: Total Sq Feet Total Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: Applicant •613 PAID CLIFFORD WALTERS $ 130,000.00 Available inspections: Final Shutters Final Window Door Attachment Shutter Attachment Inspection Type: August 01, 2007 Date Cell 0 1 BUILDING j m { ,� t • Permit No. IN 1 1 61 PERMIT APPLICATIO JUL 2 7 2007 '' Master Permit No FBC 2004 BY : _1n =� Job Address (where the work is being done) s /L-- FOLIO / PARCEL # Is Building Historically Designated YES ✓ NO Architect/Engineer's Name (if applicable) ❑Alteration ON OtOS ainiax3 ., Mm 1 ser,A f $61411 (;!,iTdMaJtii+$ Submittal Fee $ Notary $ c;' Scanning $ 1 Training/Education Fee $ zlQ Radon $ Miami Shores Village asb VI �� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DPBR $ Permit Type (circle):( Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) e�/ O &,4t-77/23 ?6•6 r ^ r) Owner's Address 3/ d PV /— . 9' sr H4 Fk Cit h 6/ b €'i . S State /A- Zip 33/ 3 Tenant/Lessee Name Phone # City Miami Shores Villa e County Miami -Dade Zip � I 3 — 0/ 3 \rr-8v 0 S ?U &&Wlf/1-44- C�DUtitAt c ' Ph • Contractor's Company Name (Z• Phone # o -- 91 2 - t' -r/ Contractor's Address City 1- Ye , e S State PC Zip .33 96 7- Qualifier Name C74CAX.. tltWS TO Phone # Z 5 – 6 -' Fci '?"Lf State Certificate or Registration No. q, 5 /d ` 4) 3 Certificate of Competency No. Phone Value of Work For this Permit $4. S-i G 00 ' r`' Square / Linear Footage Of Work: H 1. . 'ell I ,7 €pair/Replace 0 Demolition ******** * * * ** * * * * * * * * * * * * * * ** * * ** ** * *, F ees *, * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** ** Permit Fee $ ;J 0 © CCF $ 1 CO /CC Technology Fee $ 12- S0 Zoning $ Bond $ Code Enforcement $ CO C Structural Review. $ Total Fee Now Due $ Go c • c.�0 See Reverse side Double Fee $ 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 reinspecti n will be charged. Signature er t r Agent The foregoing instrument was acknowledged before me this day of ly known to me who is .e.: . - n. who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 200 by a-NI fin1 )4 1. day of wh Signature Contractor The foregoing instrument was acknowledged before me this I - 7 a ` , 202 by 5.A. MO personally e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** 9 — — — MA CRUZ Flodib Commission Expires Oct 4, 2010 Commission 6 DD 602235 *SinidiehrotightislonsiNannyAssn. Plans Examiner Engineer Zoning