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WS-07-1085Inspection Number: INSP - 144947 Permit Number: WS -5 -07 -1085 Scheduled Inspection Date: June 14, 2010 Permit Type: Windows /Shutters Inspection Type: Final Owner: KENNEY, JOHN Work Classification: Window /Door Replacement Inspector: Bruhn, Norman • Job Address: 136 NE 96 Street Project: <NONE> Miami Shores, FL 33138- Contractor: BECNAN CONSTRUCTION SERVICES, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Parcel Number 1132060132680 Phone: (305)962 -0052 14 openings of windows non impact shutters are installed Permit extended per NB for 90 days, no further extension. Pass Failed Correction Needed Re- Inspection Fee June 11, 2010 1 07c) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 117322. CREATED AS REINSPECTION FOR INSP- 50525. Windows are missing anchors. NB Double doors require P.A. NB Same comments NB For Inspections please call: (305)762 -4949 Page 14 of 29 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) 4.31 k V Phone # Owner's Address / 3 b b City //`t i Tenant/Lessee Name Email Lor03' State Is Building Historically Designated YES Value of Work For this Permit $ Type of Work: :Addition DAlteration Describe Work: c•se a e Submittal Fee $ Permit Fee $ 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 NO Permit No. 4)S-.4 - ° tr Master Permit No. Zip 33/38 Phone # i3L H6 yC itE sf. Notary $ Training/Education Fee $ Scanning $3 400 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 6(/ 0 `00 EacnEvign Iu4 BY: �— t Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Flood Zone r-- Contractor's C o m p a n y N a m e ee C.A.(ffA( j S" f ri-+. G4('®A( ger hone Contractor's Address )1 0 N.- 'l sC°,-� A t e A' u e c ,e.. 2 City (frt (''q P t-4 —f State t Zip � Qualifier Name � ��' (,�? L�° Ph one # _ State Certificate or Registration No. < C (� Certificate of Competency No. Contact Phone 3 o S 7 fit' - 71>) E -mail # c>c cp 7sa-L • Architect/Engineer's Name (if applicable) Phone # — Square / Linear Footage 0 Work: :New epair/Replace : Demolition e r /Ade> y;. 0 fs f&. ©11AeA.ti/'-�f / -? C-4'ed ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side -+ Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO . YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, ,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the' building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ° 1 day of J -(L , 20R3 , by - SC"-l. s ( Ndv( who is personally known to me or who has produced EL. l As identification and who did take an oath. 0 011111w /ill NOTARY PUBLIC: Sign' Print: _ t -My Commission Expires: r = :m �`0 �. , // ..........•• /// S S'tuak e $ ' :Signature Sign: Print: Contractor The foregoing instrument was acknowledged before me this 1 day of�h .JV_ , 20) , by coa-L— who is personally known to me or who has produced C k as identificatisthpAydio did take an oath. NOTARY PUBLIC,: � `d 41210 "o, • 0 •F"= ` My Commission Expl .l 9 ... 11 1` \ ``�``� S /p 014I ` ��e "1,111111 **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) d Plans Examiner Zoning Engineer Clerk checked SO*/ i6 Jl114 0 1 2010 3 .. 9 / 3 Miami Sores Village APPROVED BY ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS DATE •••• • . • • •••• • • • • • • • • • • • • • • • • • •••• • • • • • • •• • . • •••• •••• • • •• • . • • • • •• •• • • •••• • •••• • ti p.. ffo* ZONING DEPT S _ S _01. 1085 Vi laqe APPROVED BY DAIS Elt`t n - EQtri" P Sl#B Ct OG€:#v4P1_FA -ALE- FE DERAL -- STATE AND LG UN 1Y RULES AND LTIONS • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• •••• • • • • •••• •••• • • • • • • •• • •••••• • 4 • • •• • •••• • • • • • • • •••• • • 4 . •••• 1/`e / leut4/020,1 /) /7 I7 6 fe /A--/ s2r /e Ivo* vt,t1riC114' gOdair s -e < � �eG o��►�C Miami Shores Villa g t D Cad Buildin g Department artment ( ' x i 2,1 ' 7'1 .t/� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4oxGivt_ck ' Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder)i e — % F fin. �-( Phone # 3 b3 Owner's Address 7 E , g-791- s t - � City (` awAt / S7 re State F L Zip 3.?1 S g Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES State Certificate or Registration No. (-6 j L l ) 31 C9 Architect/Engineer's Name (if ap ' Value of Work For this Permt cable) $ Type of Work: Describe Work: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Structural Review. $ Master Permit No. MAY 2 5 2007 El� _PJat....in g 13e==. Ai& 7 ' County Miami -Dade Zip NO Vic. � Contractor's Address . 1 C �e `v 2 e . K. 505. 9 4 9 177 Z City ( 'a/✓v�-c. i State r� Zip 33/47 D 7 Qualifier Name .. )4 L 6&- C6 L,41 E Phone # 31"S ? 41 ° 73 _ Certificate of Competency No. Contractor's Company Nameie � C7:2 r S -rliF c Phone # 3 b.- 95i y-73)--)-- 7`) ['Addition 7 4( • ❑Alteration ['New l Square / Linear Footage Of Work: Repair/Replace ❑ Demolition ' J , r c I ws * F * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** ds Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ O•e Scanning $ llc • (0 Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ s�- Phone # Permit No. ' S`1' \O S Mechanical Roofing ors. '.:5194-crAcris AfAir CCF $ O -( CO /CC Technology Fee $ Cp O Zoning $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable), Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State • Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged / Signature /Owner or Agent The foregoing instrument was acknowledged before me this' day of 20 rt, by 6PINWU,F t` Lateu l , who is person ly known to me or who has produced (°( cx,ve V'S (..icztvts, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print (Revised 02/08/06) My Commission Expires: 5 f cf /alo t APPLICATION APPROVED BY: a :,111.4.0 P ei 4tin Notary Public State of Florida au rl . r^ C.4tl13 *y t on r;gvioil DD510584 p Signature Contractor The foregoinginstrument was acknowledged before me this ( S day of 2001, by (CV tiVA COW �.., who is persona ly known to me or who has produced FL OMEN j ( t e a s identification and who did take an oath. NOTARY PUBLIC: Sign: Print: F�sblic State of Florida u Ester . �. -u'3 My Commission Expires: 3 *it * *** , * *, * * * * *, iv* * * * ** * * * * * * *** * *** * * * * ** * * * *** * * ** * * #* ** ,err * it* F * * ** ** ** ** * * **it * # Plans Examiner Engineer Zoning �tr NOTICE OF COMMENCEMENT A RECORDED I.OPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. 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: 13 6 /7.C. 9re s it 1!o/ "7, S/iarrc , . 2. Description of improvement: lital/ ) fy 1 hi pa.c7 to h 3. Owner(s) name and address: Interest in property:_.__(24) H 6 f''S Name and address of fee simple titleholder: 2=1 4. Contractor's•name and address: _ lcnah Co n c7 c - /^<_a l = •F IADE *A 1 that this is a true opy o e �nglnal fl this office •n county Courts er be 5. Surety: (Payment bond required by owner from con Name and address: Amount of bond $ 6. Lender's name and address: NITNES 1 'ignature f Owner - Print Owner's Name . / ; hh J l er C„ k ///, Sworn to and su rib: before me this S %ay of ' 3 .- 11 4 L , 20 Public A Print Notary '-fNam:gIl �i�, ,, My commission expires: 123.01 -52 PAGE 4 8/02 so MARY A. ROBBINS Notary Public - State of Florida �,Nly Commission Expires Mav25, 2010 y aif,IW Commission Assn. 1 1111111 11 11111 11 11111111111111111111111111 CF N 2007 0634121 O 1 R i?�k 25730 F' 9 MA; { 1 o Yt RECORDED 06/25/2007 15:41:34 HARVEY RUV'IN CLERK OF COURT MIAMI-GAGE COUNTY? FLORIDA LAST PAGE � a.t , � /cnroto (L. 7. Persons within the state of Florida designated by Owner upon whom notices o of }provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: ocuments may 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe t date is specified) c 33 as Prepared by Llielar Address: . l • , / C,or fr7 3313 Phone & Fax # E -mail (305) 949 -7522 (305) 949 -7522 becnanent @bellsouth.net Date Invoice # 6/15/2007 74 • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • •• • • • • • • • • • • • • • • ECNAN BECNA%coirtsuctu 1 S• atices,'•nd.•: Cs P.tiOn Mit Mg 290 N. Bi•ci ye•Rivei• D • • • • Miami, FL43 • • • • • • Bill To: •• • • • • • • • • • - -- - • Jennifer Kenney 136NE96th St. Miami, FL 33138 •• • • • •• • • • • Invoice • •Shi •• - ,:ennifer genne l30NE•96th St. Miami, FL 33138 amovici JUN 1. 8 2001 JO P.O. No. Terms FOB Project Quantity Description Rate Amount 14 2 Remove and Replace Windows Remove and Replace Doors 225.00 150.00 3,150.00 300.00 (V,ge-Pt-feb-----6------ Tota I $3,450.00 • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • •• • • • • • • • • • • • • • • ECNAN BECNA%coirtsuctu 1 S• atices,'•nd.•: Cs P.tiOn Mit Mg 290 N. Bi•ci ye•Rivei• D • • • • Miami, FL43 • • • • • • Bill To: •• • • • • • • • • • - -- - • Jennifer Kenney 136NE96th St. Miami, FL 33138 •• • • • •• • • • • Invoice • •Shi •• - ,:ennifer genne l30NE•96th St. Miami, FL 33138 amovici JUN 1. 8 2001 JO DATE: JUN 1 2 200? 714arri Skates ftllage Sldg e 10050 NE 2 "d Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresvillage.com FAX TRANSMITTAL COVER SHEET TOLD FAX W . - 1522 FROM: VIVIAN CUBILLOS FAX X305) 756 -8972 Number of pages including cover: Importance: normal\ ; urgent ; please reply _; review ; recycle MESSAGE: 111 MOD& ti06/1 it) yexitick (&)S01 IvS a )(s J Regards, VIVIAN CUBILLOS Bldg Dept Permit Clerk Miami Shores Village Building Department BUILDING CRITIQUE SHEET 6 ki eA;1,5 Ceetl f.tt) der. 3 )de A- /ic <e- cc� 6 /a2N'.�c.1 2' €4y r V R... e t � � PnAu r c& 4 ee •7xsvc �i 7 c7 . / / e /.f4� e vo g /sccl �+.tS � -PX (�� ) a R eviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 44- 01014i8i 1Cr1 Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. & 7-/c) ?* Job Name Date °`e * 6 0 #6.r Miami Shores Village Miami Shores ���� Building Department BUILDING CRITIQUE SHEET 0,4 v2 As) w do S 5 -u 4.1 re& Is x /vt1(,ucio7A)s . /4IJ 4 ,ze co Si; O% 4‹..)e./. t ,v = .0 �d / 40 Si 5 - 0 . A) 3 W®. /2 0.3 - v S 15 A o s 4_ S a 7re /dt/ m ZOO O O ,e4)/4"15 r( / 0 o ;f ce - .e7, riz,z9 7 6t)/A) 3 I&10 602,6 5 oe l 4Cr / / / t . Cep-I'M-Cr „ , e 540 °= is /V°7 A A0a ■S rcC: / .r r '1.b Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Permit No. Job Name Date Aatin Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 07— i ogs- J % E Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT lII v _ SUBJECT TO COMP . F.E WITH ALL FED RAI. STATE AND COUNTY RULES AND REGULATIONS • • ... • ..• • ... • • .. • . .. • • • • • • . . 0 • • • . . . . • . • • • • • 0 ... • • • • • • ... • • • • .. .. .. • • • .. .. . • • • • ... • • • • • • .. . .. • • • .. ... .. • • • • • . .. • • • • • ... • • • MAI 2 5 2oo Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: adWE 96 ''5. Permit No. Q 7. /6 0: Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF () PSF ( +) PSF ( -) PSF ,) B p ° f! `�• d5 C 4� + Nt�t( 7iO )$ 3 fr -T We r� � y5 �•�. 'mot a A 11 t tr Zt 3 3 r . t • d( �� ti (�•� , I 14` 4'6f Y ..� III ®D� • Wirili •_ 9 P .. W � �� �� 3 7 x t y � � y' 1% O 4 1-05 r. 1 37 X b% t4 Y a4 FM ini 1 I 1, < • 37 x tz. ems .;• 044" 3 / K �_s • • • •• _... •, _• i•••• • • • • • • • • • • II 1 •• • • • •••• • •••• • • • • •• •1 • ••• • • • •• ••• • .. • • • *• •I • •• • • • 404 � • •••• • • • • • • •._• •I _• • ••• • • ma •••• • • • •••• • •••• • ••• • • • • •••• • MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION AIN042O? BY: MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buldinacodeonline.com Jeld -Wen, Inc. (OR) 3737 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Straight Line and Radius Top" Outswing Aluminum Clad Wood Casement Window - Large Missile Impact Resistant APPROVAL DOCUMENT: Drawing No. JELD0030, titled "Aluminum Clad Wood Casement Window ", sheets 1 through 6 of 6, dated 06/15/06, with revision A dated 07/11/06, prepared by PTC, LLC, signed and sealed by Luis R. Lomas, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name: JELD -Wen — Bend Window Division, 62845 Boyd Acres Rd., Bend, OR 97708 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 and renews NOA # 03- 0213.13 and consists of this page 1 and evidence pages E -1 through E- 4, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 0719.05 Expiration Date: September 10, 2011 Approval Date: October 19, 2006 Page 1 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JELD0030, Sheets 1 through 6 of 6, titled "Aluminum Clad Wood Casement Window ", dated 06/15/06, with revision A dated 07/11/06, prepared by PTC - LLC, signed and sealed by Luis R. Lomas, P.E. B. TESTS 1. Test reports on:1) Air Infiltration Test, per TAS 202 -94, 2) Uniform Load Static Air Pressure Test, per TAS 202 -94, 3) Water Resistance Test, per TAS 202 -94, 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94, 5) Large Missile Impact Test per FBC, TAS201 -94, 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94, along with marked -up drawings and installation diagram of a radius top single outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI -03- 032100.02, dated 03/17/04 signed and sealed by Joseph A. Reed, P.E. (Submitted under File #04- 0325.04) 2. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of a single outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.01, dated 01/14/03 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) 3. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of a single outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.03, dated 01/15/03 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) E -1 Jamie D. . n, P.E. Chief, Product Control Division NOA No 06- 0719.05 Expiration Date: September 10, 2011 Approval Date: October 19, 2006 Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of a single outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.04, dated 01/08/03 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) 5. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of an outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.13, dated 08/27/02 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) 6. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603 :2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of an outswing aluminum clad wood casement window w/laminated g)ass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.14, dated 01/14/03 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) 7. Test reports on: 1) Air infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of an outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.15, dated 01/14/03 signed and sealed by Steven M. Urich, P.E. (S :<,;�`, -d 4 ' `: #03- 0213.13) E -2 D..6ascon, P.E. Chief, Product Control Division NOA No 06- 0719.05 Expiration Date: September 10, 2011 Approval Date: October 19, 2006 Jeld -Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test reports on: 1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS203 -94 along with marked -up drawings and installation diagram of an eyebrow top outswing aluminum clad wood casement window w/laminated glass, prepared by Architectural Testing Inc. Test Report No. ATI- 03- 31489.16, dated 01/15/03 signed and sealed by Steven M. Urich, P.E. (Submitted under File #03- 0213.13) 9. Test reports on 1) Air Infiltration Test, per FBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with the manufacturer's parts and section drawings marked up by Hurricane Test Laboratory, Inc. Report No. HTL- 0112 - 0508 -97, dated 05/13/97, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA#01- 0620.05) 10. Test reports on 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of twin outswing aluminum clad wood casement window w/laminated glass, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0112 - 0604-97, dated 06/04/97 signed and sealed by Timothy S. Marshall, P.E. (Submitted under File #01- 0620.05) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 08/26/06, signed and sealed by Luis R. Lomas, P.E. Complies with ASTM E1300- 98/02. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for their "Sentry Glass ® Plus" interlayer, dated 01/17/02, expiring on 01/14/07. E -3 J- eD. n,P.E. Chief, Product Control Division NOA No 06- 0719.05 Expiration Date: September 10, 2011 Approval Date: October 19, 2006 TABLE OF CONTENTS SHEET # DESCRIPTION 1 ELEVATION, GENERAL NOTES & ANCHORING LOCATIONS 2 VERTICAL SECTIONS 3 HORIZONTAL SECTION & GLASS DETAILS 4 FRAME CORNER FASTENER DETAILS 5 COMPONENT DETAILS AND BOM 6 HARDWARE FASTENING DETAILS 27 1/16" MAX. D.L.O. 72" MAX. O.S.M. 32" MAX. O.S.M. 32" x 72" CC3272 SEE SHEET 4; DETAIL "A" FOR TYP. FRAME CORNER DETAIL 67 1/16" MAX. D.L.O. ALL PRODUCT ELEVATIONS ARE VIEWED FROM THE EXTERIOR. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE INCLUDING HVHZ, INSTALLATION OF THIS PRODUCT OUTSIDE THE "HVHZ" SHALL MEET THE APPLICABLE CODE REQUIREMENTS FOR WINDBORNE DEBRIS REQUIREMENTS. 2. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS PER DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT A PART OF THIS APPROVAL. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. THESE WINDOW SYSTEMS HAVE BEEN TESTED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE IN THE DESIGN LOAD INFORMATION CHART SHOWN ON SHEET 1 OF THESE DRAWINGS. NOTES 1. FASTENERS ARE LOCATED AT JAMBS 4" FROM END OF FRAME AND MAX. 16" O.C. TYP. 2. FASTENERS ARE LOCATED AT HEAD AND SILL 4" FROM END OF FRAME AND 12" MAX. O.C. THEREAFTER. 3. FASTENERS ARE COUNTER SUNK THROUGH THE GLASS STOP OR SCREEN STOP INTO THE JAMB AND PENETRATING INTO THE BUCK WITH A MINIMUM EMBEDMENT OF 1 1/4 ". 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". NOTE: ELEVATIONS SHOWN ON THIS PAGE WITH 2x BUCKING AND WITHOUT LOCATING FLANGES. FOR OPTIONAL LOCATING FLANGES SEE SHEETS 2 & 3. A an meow custom= "mvwa SYM REVISION 37/11/08 e . DATE 12" MAX. O.C. TYP. 4" O.C. TYP. 16" MAX. O.C. TYP. BY TYP. P.T. BUCK BY OTHERS L. Roberto Lomas P.E. No. 62514 a69 ,41 PTC, U.0 1535 Cogswell Sheet, suite C25 Rockledge, Florida 32955 FEPE Certificate of Aumodration NO. 25935 32" x 72" CC3272 JELD —WEN WINDOWS AND DOORS BEND WINDOW DIVISION; 62845 BOYD RD.; BEND, OR 97708 tRLE ALUMINUM CLAD WOOD CASEMENT WINDOW ELEVATION, ANCHORING DETAILS AND NOTES PREPARED BY Pit, I1C Phone 321.680.1788 Fm 321b80.■189 )RR. DRL PAODUCTREV(BED neon Wes with the Naas Mthffiqemis Ac¢WmeceNo 5 .". •1 • .05 qtt DATF- 06/15/06 SCAM N.T.S. . N JELD0030 REM SHEET: A 1 OF 6 DESIGN LOAD INFORMATION FRAME SIZE GLAZING DESCRIPTION GLASS SIZE DP POS. UP TO 32" x 72" 3/16 ANN — .090 SGP — 3/16" ANN 28 1/8" X 68 1/8" ±60.0 PSF 27 1/16" MAX. D.L.O. 72" MAX. O.S.M. 32" MAX. O.S.M. 32" x 72" CC3272 SEE SHEET 4; DETAIL "A" FOR TYP. FRAME CORNER DETAIL 67 1/16" MAX. D.L.O. ALL PRODUCT ELEVATIONS ARE VIEWED FROM THE EXTERIOR. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE INCLUDING HVHZ, INSTALLATION OF THIS PRODUCT OUTSIDE THE "HVHZ" SHALL MEET THE APPLICABLE CODE REQUIREMENTS FOR WINDBORNE DEBRIS REQUIREMENTS. 2. THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS PER DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT A PART OF THIS APPROVAL. 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. THESE WINDOW SYSTEMS HAVE BEEN TESTED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE IN THE DESIGN LOAD INFORMATION CHART SHOWN ON SHEET 1 OF THESE DRAWINGS. NOTES 1. FASTENERS ARE LOCATED AT JAMBS 4" FROM END OF FRAME AND MAX. 16" O.C. TYP. 2. FASTENERS ARE LOCATED AT HEAD AND SILL 4" FROM END OF FRAME AND 12" MAX. O.C. THEREAFTER. 3. FASTENERS ARE COUNTER SUNK THROUGH THE GLASS STOP OR SCREEN STOP INTO THE JAMB AND PENETRATING INTO THE BUCK WITH A MINIMUM EMBEDMENT OF 1 1/4 ". 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". NOTE: ELEVATIONS SHOWN ON THIS PAGE WITH 2x BUCKING AND WITHOUT LOCATING FLANGES. FOR OPTIONAL LOCATING FLANGES SEE SHEETS 2 & 3. A an meow custom= "mvwa SYM REVISION 37/11/08 e . DATE 12" MAX. O.C. TYP. 4" O.C. TYP. 16" MAX. O.C. TYP. BY TYP. P.T. BUCK BY OTHERS L. Roberto Lomas P.E. No. 62514 a69 ,41 PTC, U.0 1535 Cogswell Sheet, suite C25 Rockledge, Florida 32955 FEPE Certificate of Aumodration NO. 25935 32" x 72" CC3272 JELD —WEN WINDOWS AND DOORS BEND WINDOW DIVISION; 62845 BOYD RD.; BEND, OR 97708 tRLE ALUMINUM CLAD WOOD CASEMENT WINDOW ELEVATION, ANCHORING DETAILS AND NOTES PREPARED BY Pit, I1C Phone 321.680.1788 Fm 321b80.■189 )RR. DRL PAODUCTREV(BED neon Wes with the Naas Mthffiqemis Ac¢WmeceNo 5 .". •1 • .05 qtt DATF- 06/15/06 SCAM N.T.S. . N JELD0030 REM SHEET: A 1 OF 6 2x BUCK BY OTHERS ROUGH FRAME OPENING SIZE O.S.M. O.S.M. 2x BUCK BY OTHERS 03 INTERIOR 1 VERTICAL SECTION TYP. (2x BUCK) 2 OPERATING HEAD/SILL WITHOUT DRIPCAP /NAILFIN 1.25 MIN. EMB. 1/4" MAX. SHIM j SPACE TIP. 1/4" MAX. SHIM SPACE TYP. A Changed 0e 000000 ad0mee SYM REVISION 2x BUCK BY OTHERS 27/11/0e ORL DATE BY L. Roberto Lomas P.E. No. 62514 Of 4 PTC, LLC 1535 Cogswell Street, ew'te C25 Rockledge, Florida 32955 FBPE Certificate of AuthoOowtlel NO. 25935 4 4 C) 2 11 VERTICAL SECTION TYP. (2x BUCK) OPERATING HEAD WITH (OPTIONAL DRIPCAP /NAILFIN) PT UL 4 Phone 321.690.1788 1e+ 321.6911199 YEV: A 1.25 MIN. EMB. 1/4" MAX. SHIM SPACE © • L a. Ili���� TYP. ,��NN T © m Tv nrnmpyixg Ne,K1 nesith s I -• ► ' O11 S Tli7 JELD -WEN WINDOWS AND DOORS BEND WINDOW DIVISION; 62845 BOYD RD.; BEND, OR 97708 711E ALUMINUM CLAD WOOD CASEMENT WINDOWS VERTICAL CROSS SECTIONS PREPARED BY. 4: diMaliMigaNiar DRL DAM: 06/15/06 /P law N.T.S. JELD0030 2 OF 6 3/16 ANNEALED GLASS 0.090 SGP INNERLAYER 1/2" NOMINAL I GLASS THK. 0.50" MIN. GLASS BITE 2X BUCK BY OTHERS IMPACT RESISTANT GLAZING DETAIL CARDINAL LAMINATED GLASS 1 1/4" MIN. EMB. INTERIOR EXTERIOR 1/4" MAX. SHIM SPACE TYP. FRAME SIZE 0.S.M. ROUGH OPENING O.S.M. 1 HORIZONTAL SECTION TYP. (2x BUCK) 3 OPERATING SIDE JAMB A Maned agnomen, address SYM REVISION 1 1/4" MIN. EMB. — 37/11/0e sst DATE BY a 4 4 1/4" MAX. SHIM SPACE TYP. L. Roberto Lomas P.E. No. 4 2X BUCK BY OTHERS FTC, LLC 1535 Cogswell Street. suite C25 Rockledge, Florida 32955 FaPE SeaScots of Authoriaoeun N0. 25935 JELD -WEN WINDOWS AND DOORS BEND WINDOW DMSION; 62845 BOYD RD.; BEND, OR 97708 T1!5 ALUMINUM CLAD WOOD CASEMENT WINDOW HORIZONTAL CROSS SECTIONS AND DES GN PRESSURE AMMILIMINWAINIMI DRL 06/15/06 �'� scALE Pe LLC REF aEY SllEfr: Rom 321.66e17ee r 32te9elaes A 3 OF 6 OM Ns: JELD0030 DETAIL "A" FRAME CORNER FASTENER DETAIL A oawa9 z darner. om,m SYM REVISION DIRECT SET FIXED WINDOW CONSTRUCTION FRAME CONSTRUCTION: THE HEAD AND SILL WERE CONSTRUCTED OF FINGER — JOINTED PINE MEASURING 2.94" WIDE BY 1.22" THICK. THE JAMBS WERE FINGER — JOINTED PINE MEASURING 2.94" WIDE BY 1.22" THICK. AN EXTERIOR EXTRUDED ALUMINUM FRAME CLADDING WITH A 0.060" WALL THICKNESS SLIPPED ON TO THE WOOD FRAME MEMBERS INTO A 90' NOTCH THEREBY EXTENDING THE FRAME DEPTH TO 5.750 ". THE EXTENDER CORNERS WERE BUTTED AND ATTACHED WITH TWO 15 GAUGE BY 2" LONG NAILS. THE EXTENDERS WERE ATTACHED TO THE FRAME MEMBERS USING EVENLY SPACED 15 GAUGE BY 2" LONG NAILS (SEVEN [7] AT THE HEAD AND SILL AND [8] AT EACH JAMB). ALL WOOD FRAME CORNERS WERE MORTISED, BUTTED AND JOINED USING THREE (3) 7/16" CROWN BY 2" LONG 18 GAUGE WIRE STAPLES. THE ALUMINUM CORNERS WERE MITERED AND JOINED USING A CRIMPED —IN —PLACE NYLON CORNER KEY MEASURING 1.53" BY 1.26 ". THE CRIMP CONSISTED OF TWO (2) DIMPLES PER SIDE WITH ONE (1) DIMPLE BEING A 1/8" ACCESS HOLE AT THE SILL AND HEAD TO INJECT DOW 1199 SILICONE SEALANT AT THE CORNER. THE JAMBS EMPLOYED A SOLID PINE SCREEN STOP 2.19" WIDE BY 0.56" THICK THAT WAS ATTACHED USING SIX (6) 15 GAUGE 1 -1/4" NAILS. 31 /11 /0E 99. DATE BY L. Roberto Lomas P.E. No. 62514 PTC, LLC 1535 Cogswell Street, suite C25 Rockledge, Florida 32955 FBPE Certificate of Authorization NO. 25935 Phone 3a,.590.179B FA= 371.690.1759 A PRODUCFREVISED with the Meta BWd Code Acavistet r4a q JELD -WEN WINDOWS AND DOORS BEND WINDOW DMSION; 62845 BOYD RD.; BEND, OR 97708 " ALUMINUM CLAD WOOD CASEMENT WINDOW WINDOW CONSTRUCTION DETAIL PREPA/SED ON INN: DATE: DATE: 06/15/06 SCALE: OWS. No- N.T.S. JELD0030 SHEEN 4 OF 6 MATERIALS UST TEM 2 3 4 5 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 PART AC -300 AC -302 AC -310 AC -326 AC -78 N/A N/A DC -228 WOW SIDE SCREEN STOP — (BMC) WOOD OPERATOR COVER — (MAC) DC -7 DC -229 AC -320 AC -321 AC -318 AC -11 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/ A N/A N/A N/A N/A N/A N/A N/A AC -172 DESCRIPTION ALUMINUM FRAME CLADDING — .080 WALL WOOD HEAD/SILL — OTC) WOW SIDE JAMB — (MAC) WOOD 61958 STOP — (89C) INJECTED CORNER KEY — BORDNER 3/16' ANNEALED — .09O" 50P — 3/18' ANNEALED CLASS PRESSURE TREATED TX BUCK 9000 HEAD SCREEN STOP — (MC) WOOD 5A511 RAIL — (SRC) WOW 54SH STILE — (WC) 5491 CLADDING — (HOM619ELO) WOOD 4 9/16' JAMB EXTENDER — (EMC) #10 x 3' P.N.F3L WOW SCREW #1159 SEALANT (DOW CORNING) DUAL ARM OPERATOR — (TRUTH) G19ETAE8! HINGE — (TRUTH) SHEET 6 SASH WEATHERSTRIP (LEAF) FROZE WEATHERSTRIP (BULB) 9-65 CONCEALED LOCK SYSTEM — (ROTC HARDWARE 5YS.) SASH SNUBBER CRANK HANDLE & COVER (TRUTH) 2" x 7/16" 18 GA CROWN STAPLE 2" x 15 GA ROSH NAIL 1 1/4' x 15 GA ROSH NAIL /8 x 2" P.H.F.H. WOW 5CRE10 1/4" FRAME SHIM OPERATOR TRACK — (TRUTH) R65 LOCK ASSEMBLY — (ROTC HARDWARE SYSTEMS) 665 LOCK STRIKER — (ROTE HARDWARE SYSTEMS) DUAL ARM SASH BRACKET — (TRUTH) 685 LOCK ESCUTCHEON — (ROTO HARDWARE SYSTEMS) 465 LOCH HANDLE — (ROTC HNOWARE 5Y5TEHS) B8 x 1" P.H.F.H. SR.. SCREWS d7 x 1" P.H.F.H. 511., SCREWS 87 x 3/4' P.0.7.1L 5IL SCREWS e7 x 5/8 9.H.7.11. 511. SCREWS 1" x 7/32' CROWN STAPLE DRIPCAP N/A FOLDING NAILING FLANGE — (AMESBURY) 4 5/8" 3/B 1 Q R65 LOCK ESCUTCHEON MATERIAL 6083 —T5 ALUM. PONDEROSA 801E PONDEROSA PINE CLEAR PINE NYLON GLASS P.T. WOOD CLEAR PINE CLEAR PINE CLEAR PINE CLEAR PINE CLEAR PINE ALUMINUM CLEAR PINE STEEL SEALANT STEEL. STEEL VINYL VINYL STEEL STEEL STEEL STEEL STEEL STEEL WOW OWL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL 6083 —TB ALUM. POLY 1 i/8 40 OPTIONAL DRIPCAP 1 - 1 13/16 {� 11/16° I I— 1 O FRAME CLADDING 2 3/16 13/16" j- r j 1/4" i O HEAD SCREEN STOP 2 15/16 ° -1 5/8- � 1/4` O WOOD SIDE JAMB 10 OPERATOR COVER 1 - {1 9/16" 5A 6_1 18" 13 SASH CLADDING 7/16" 41 OPTIONAL NAILF1N 2 7/8" —«I __m_E 1/4° 9/16" - 0 O 1 11/16" © DUAL ARM SASH BRACKET A SYM I— 2 15/16" --I 5/8 8"" I T 3/16" O HEAD JAMB & SILL 2 3/16 --I 9 16" OSIDE SCREEN STOP 1/4" 1 1 3/8" 5T /8 I l I I ® JAMB EXTENDER 5/16° —4 7/8 "1om rp p, 1 9/9/116" SASH SNUBBER Changan castomens mare® REVISION Q OPERATOR (STRAIGHT LINE UNITS) 1 R65 LOCK STRIKER 31 /11/00 DA1E DRL BY 5/8" 1 3/16" 7/16 O GLASS STOP (UCB) 11 SASH RAIL O CORNER KEY 7/8" 1 1/2" @SASH STILE 7/16" --1 r 9/1 6° 19 SASH WEATHERSTRIP 5/16" 1 + 6 1/2" @ FRAME WEATHERSTRIP 7/8" R65 LOCK HANDLE 3 5/16" L. Roberto Lomas P.E. No. 62514 /f �1. 7 8 ��6 PTC, LLC 1535 Cog8We0 Street. suite C25 Rockledge, Florido 32955 APE Certificate of Authorization NO. 25935 JELD -WEN WINDOWS AND DOORS BEND WINDOW DIVISION; 62845 BOYD RD.; BEND, OR 97708 " ALUMINUM CLAD WOOD CASEMENT WINDOW COMPONENTS AND ROM PINTPMED BY: DRL °A 06/15/06 •_"� N.T.S. JEL00030 PLC TLC kEV. SHEET: Phony 321.880.1160 70. 321.890.1789 A 5 OF 6 NOTE: CASEMENT HINGES ARE INSTALLED AT HEAD AND SILL. HEAD DETAIL NOT SHOWN. A Moved arWSeMrs address 27 /11/06 DM. SYM REVISION DATE BY NOTE: CASEMENT OPERATORS SHOWN AT DECREASED SCALE. STILE L. Roberto Lomas P.E. No. 62514 JELD -WEN WINDOWS AND DOORS BEND WINDOW DIVISION; 62845 BOYD RD.; BEND, OR 97708 1 ALUMINUM CLAD WOOD CASEMENT WINDOW HARDWARE ennrao Tar DRL DATE: 06/15/06 AMMENnednoW RTC, LLC °R' SCALE` ONO NO: 1535 Cogewe0 Street, suite C25 ' N.T.S. JELD0030 Rockledge, Florida 32955 SHEET: FBPE Certetaote of A0.6.0.1 NO. 25939 FT1one 321.690.17138 Fos 621.8961789 A 6 OF 6 Community Affairs ► COMMUNITY PLANNING ■ HOUSING 8 COMMUNITY I]LOPMENT ► OFFICE OF THE SECRET BCIS Home Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Log In Hot Topics Submit Surcharge 1 Stets & Facts 1 Publications Compliance Method Certification Agency Referenced Standard and Year (of Standard) FL4904 New 2004 Approved Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber @masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard ASTM E1300 ASTM E1300 TAS 201 TAS 202 • • •• •• • • • • • • • • • •••• • • • • • • • •• • •• - • • eX • r . ••• • • • • • • •• •• • • • • • • �••�_• ••! A.._,• • •:e • :. olk • : .. Ck ►trio z treik •• • • • • • •• • • FBC Staff 1 BCIS Site Map 1 Unks 1 Search 1• - 40 • • • • • • •• • •• • • • • • • • ••• •• Year 2002 1998 1994 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 203 Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 4904.2 Wood -edge Steel Side - Hinged Door Units Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 8' -0" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing • • • •• • • • • • • • • • • Section 2612 HVHZ PI •• • • • ••• • • • • • • • •• 00 • • • • • • • • . •• • • • • • • • ••• • • • • • • 1994 • ••• • ••• • •. • . • • • • • • • • • • • • • •• • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. •• • • • • • • • • • • • • • •• •• a L # ucts 1 1 Model, Number or Name Limits of = (See Other) Approv =d for use in HVHZ: Ap . • ved for use outside HVHZ: pact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3' -0" x 6' -8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG- MA- FLO128 -05 for additional information. 4904.1 Wood -edge Steel Side - Hinged Door Units Description 6' -8" Opaque I/S and O/S Single Door Certification Agency Certificate Installation Instructions PTID 4904 I Install 68_ WE Glazed.pdf PTID_4904_I_Install 68 WE Opaque.pdf PTID_4904 I Install 80 WE Glazed.pdf PTID_4904_I_Install 80 WE Opaque.pdf Verified By: 8' -0" Opaque I/S and O/S Single Door Certification Agency Certificate Installation Instructions Verified By: TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE INSWING UNIT W /SIDELITES SINGLE DOOR UNIT DOUBLE DOOR UNIT ICI oo. 1010 SINGLE DOOR UNIT WITH SIQELIIE MI no 00 ICI ftU SINGLE DOOR UNIT SINGLE DOOR UNIT W /SSDELITES WITH SIDFLITE kaateloNNI Cedlkdkol : KITOoto I j 6 00 .o �a • • DOUBLE DOOR UNIT W /5,tL,PE3 • • • • • • • • • • •• • •. • • • • •••• • ••• • • • •• • • •• • • • • • •• • ••• • • • •• • • •••• • • • ••• • • • •• II • • •• • • • ••• • •• DATE. 1A1 ••.6 • ••OW • • • P ••• •Z • ••• 7L11/05 state •n },• • DWG •r SWS CM BY O1A•I4C W0. WAG- MA- FLOt28 -05 SREtT 1 or 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5" +76.0 -76.0 +76.0 / -76.0 +19.0 -19.0 +55.0 -55.0 XX 74" +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 / -55.0 OX or X0 75" +55.0 -55.0 +55.0 1 -55.0 +19.0 -19.0 +55.0 -55.0 OX0 1125" +55.0 -55.0 +55.0 -55.0 +19.0 / -19.0 +55.0 -55.0 OXXO 149" +55.0 / -55.0 +55.0 -55.0 +19.0 / -19.0 +55.0 / -55.0 • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE INSWING UNIT W /SIDELITES SINGLE DOOR UNIT DOUBLE DOOR UNIT ICI oo. 1010 SINGLE DOOR UNIT WITH SIQELIIE MI no 00 ICI ftU SINGLE DOOR UNIT SINGLE DOOR UNIT W /SSDELITES WITH SIDFLITE kaateloNNI Cedlkdkol : KITOoto I j 6 00 .o �a • • DOUBLE DOOR UNIT W /5,tL,PE3 • • • • • • • • • • •• • •. • • • • •••• • ••• • • • •• • • •• • • • • • •• • ••• • • • •• • • •••• • • • ••• • • • •• II • • •• • • • ••• • •• DATE. 1A1 ••.6 • ••OW • • • P ••• •Z • ••• 7L11/05 state •n },• • DWG •r SWS CM BY O1A•I4C W0. WAG- MA- FLOt28 -05 SREtT 1 or 3 3 ° - j SEE DETAIL 3' 1.2 r "D" r6 A SEE DETAIL I -- 6" 6" -I 0 6" d • w 2 DETAIL "D" 6 3 3° 6 ° SEE DETAIL ° E" 3' 3" 3 3 SEE DETAIL "F" #8 x 2 -1/2" #10 x 2" #70 x 3/4" #8 x 2 - 1/2" #10 x 3/4" #70 x 2" 1.375 3" 3' DETAIL "C" 0.9621 T 3 INSWING THRESHOLD OUTSWING THRESHOLD 6" 6° #10 x 1 -1/4" #10 x 3/4" 1 75 DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1.047' .0 T HIGH DAM O/S THRESHOLD J DETAIL "F" ASTRAGAL, 0000 • • • • 0000 4 • • •• • • •0• • • • •• • ASTRAGAL RW4.14W HOL MUST BE DRIL THROUG THE THRESHOLD & T. • •• • STRUCTURE DE • • • FOR A 1.375"PHROW • es. • • • • • .• •• •• • • •••• • • .•.. ••• • • • • • 11: to o g 0N 0 2 SZ Q Lij tY 0 OO 4 U 11! oh DATE 25 SCA a S • • • • • • • • •• •• • 4 • •• 4 •4 11 •.i • • II • • • . 0 •• 05• tram e: WS CHIC. BY: •V. OWC- MA- 8.0124 -05 SHEET 2 OF._ � �� 1 ' I— 6° 6° I © 0 — I • • • • •• f 4 MORE EQUALLY SPACED - 6° I _ r I I i ' I 1. KWIKSET OR SCHLEGE ANSI /BHMA GRADE 3 OR* BE"WER CYLINDRICAL AND DEADLOCK HARDWARE TO Be ,{1 1 LED AT 5 -1/2" CENTERLINE. • • . • . 2. ••_••_ 4" X 4" FULL MORTISE BUTT HINGES. • • •• •• • • • • •• SEE DETAIL "C SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.50 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1 -1/4 ". a SEE DETAIL "0" SHT. 2 TYPICAL ANCHOR INSTALLATION b• 6 -- 3° 3 6° HARDWARE SCHEDULE — 6" 3 6° --I 1—F 1 _. 6° 3; • • • • • •• • • • • • • • ••• • • • ••• • • • •• • 1 • .• • • • •• • • ••• • • • •• • d • n DATE L ivo: SCALE' •N.T.S • • • • • • • • • • . •• • z us ce DWG. er SWS Qx. BV 'G NO.• DWG -MA- 80124 -05 s+EEr 3 OF 3 Square Ft. • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I1 job Address 13b NE. % a Tax Folio 11"?)2bb" 0 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant JO I-1 nl V-g.N N eil y Master Permit # 4 5 Owner's Address 13 6 NE 9 , Si- phone ' OS as'- -.Soo 2_ contractin 4DvANIce i) I-lorim ' 13ZoOLKk5 Address %3S uJ a C Qualifier Joes.pk Q • aurtelt& State # Municipal # Competency #/ 00230 Ins. Co. C66+4 Architect/Engineer 1 MS Elm L J7\i"FE e I - b - Add= a t oo VJ cc, s'f' Bondin Company Add Mortgagor Address Permit Type (circle one): BUILDING ELECI1UCAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / N S+A 11 4I l� .I cC+I J . Roo+ C +l oN I6 y5 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK O VNER'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. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT (4 1'4 RADON APPROVED: Zoning Building Medical Plumbing SS# Phone Estimated Cost (value) 1 0 0 C.C.F. / • 4 0 NOTARY BOND TOTAL DUE fp t / Q� Electrical Engineering # Panels Width Height s Yz. 3q 2 ©WA 3 rU 5 6 4 k 7••• zit 1 8 3V1. 22_ 9 3 )--Z 10 4 3 60 11 7 5S 12 3 6 0 i3 IF l2 Q b 14 4 r • 3 7-- 2 } . 4 5 7 '- 6 18 20 CY?, 22 5t/ 0 3 23 / b 51 • 1 (Budding e :e: 4_5 s 40 ' 1 gloor 1 aoor &R r � / ean: 20 2- t� or of (ham 25 a0G-- 2 @fo `!Game: KENNGl7y ©penin • er a.: MqX NEG Coe 1 19 Max pas 49•g6 o 1 ENCLOSURE SYSTEMS C ate: go: 01n (Awl Slnof-es 'Yllietalgech (cnc. is the O ahama Mutter amline Accordion CSconoline Accordion 2`J'eurculine Accordion 209 gorvn c9anel 249 e fiorm €anel .050 Vtorm ganef .060 Vtorm Flanel a s letter authorizes Advanced geurricane Protection to use our above named product &Jhanh you, cR achard g ouz zella QL/cP MAxamUM IMPACT' HURRICANE RIMERS at the following job site: teavme (36 NE q , WWI rt. INC. CD ade &ount, `Ylotice of AccePtance Rolder for: A cceptance \ /lo. 98- 1228.04 Acceptance 0lo. 00- 0118.10 Acceptance ()go. 99- 0224.03 g cceptance `/lo. 99- 0217.05 Acceptance `no. 99- 0519.07 ceptance `llo. 98- 0304.03 Acceptance \ /Go. 98- 0728.04 Acceptance C lo. 99- 0217.07 PAVILION° F U R N I T U R E 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 SUNBURST I N T E R N A T I O N A L NOTICE OF COMMENCEMENT A RECORDED (OPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: J3 G 4.0 - ?60 S tr eel /ylia• � S1 eres ` 3 R/3 c 2. Description of improvement: v % CS 4. Contractor's•name and address: � fi past ;)1 a S 9. Expiration date of this Notice of Commencement: (the expiration i ignature fif Owner Print Owner's Name Sworn to and su ib Notary Public Print Notary' " Nam My commission expires: 123D1 -52 PAGE 4 8/02 111111111111111111111111111111111111111111111 C*74 2007R0 OR Bet 25730 P's 2714 (190 RECORDED 06/25/2007 15 :41 :34 HARVEY RRUVIt r CLERK OF COURT MI1 MI -DADE CCOUNTYr FLORIDA LAST PAGE 1 3. Owner(s) name and address: J/ :)Tt te :rep", ✓ e,PH Le ' 4:P / F. 'ii./( a Lr1°1' FJ 33/38 Interest in property: fn. e PS r Name and address of fee simple titleholder: �Qd %S c+a r �f - 6�,rC�g�t NTY OF 6ADE • /4 • � P/ 334 t s ill 5. Surety: (Payment bond required by owner from con rgetfpr ® /Fytnar this is a true opy o e Name and address: 'wine, fit ;.,; this office on Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices o other ocuments may be as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of theLienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: .z?hh ; /yr OM: ,� MARY A. ROBBINS fir 1 ft„ Notary Pubfic - State of Florida a ,)iyr Commission Expires Mar 25, 2010 •; -�� Commission 8 00 526678 4 1iftazo s Bonded By National Notary Assn. g. date is 1 year from the date of recording unless a different date is specified) C, 7Cl7IJ t° Prepared by 3:ei/4:4i' Address: /36 fie" 94 7 _r* IF 33/3W 0 4 / 1 Project Address 136 NE 96 Street Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $240.00 $6.00 $6.00 $252.80 Building Department Copy Expiration: 12/18/2007 Parcel Number 1132060132680 Block: Lot Contractor(s) Phone CeII Phone BELNAN CONSTRUCTION SERVICES (305)949 -7522 (305)949 -7522 Authorized Signature: Owner / Applicant / Contractor / Agent Phone JENNIFER CROUCH 136 NE 96 ST MIAMI SHORES FL 33138 -2726 Valuation: Total Sq Feet $ 1,000.00 0 Type of Work: WINDOWS No of Openings: 14 Additional Info: IMPACT Classification: Residential Total $ 0.00 $ 0.00 Payment Type: Amt Paid 1 Amt Due 314 4 9 2 6 PAP $ 0.00 Applicant JENNIFER CROUCH Available Inspections : June 21, 2007 Date Cell Inspection Type: Final Shutters Shutter Attachment Final Window Door Attachment 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. Thursday, June 21, 2007 1 1Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 'Bill To JOHN KENNEY 136 96 Street NE MIAMI SHORES, FL 33138 -2726 Date Fee Name 01/21/2009 Expired Permit Renewal Fee Wednesday, January 21, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -1 -09 -33719 Invoice Date: January 21, 2009 Permit Number: WS-5 -07 -1085 Bond Number: Comments: Fee Type Calculated Total Fees Due: Fee Amount $240.00 $240.00 Payments Date Pay Type 01/21/2009 Check Check Number Amount Paid 511 $240.00 Change $0.00 Total Paid: $240.00 Total Due: $0.00 Passed ' ermit Numbor: Scheduled Inspection Date: June 18, 2009 Inspector: Bruhn, Norman Owner: KENNEY, JOHN Job Address: 136 NE 96 Street Project <NONE> Contractor: BECNAN CONSTRUCTION SERVICES, INC Building Department Comments Failed 6-/F Correction Needed Re- Inspection Fee June 17, 2009 Miami Shores, FL 33138- No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132680 Page 17 of 22