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WS-11-1592Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163894 Permit Number: WS -8 -11 -1592 Scheduled Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: HARRIS, TYRONE Job Address: 102 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010330900 Phone: 954- 979 -2137 Building Department Comments REPLACE 7 WINDOWS SIZE FOR SIZE IMPACT GLASS Passed JM-- / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc- October 07, 2011 For Inspections please call: (305)762 -4949 Page 6 of 22 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 BUILDING PERMIT APPLICATION FBC 20 07 Permit No. AUG `' 0 2011 z Master Permit No. Permit Type: UILDING �ROOFIING OWNER: Name (Fee Simple Titleholder): -» CI I a, c- r i S Phone #: Address: / 0 7.- /6/ I") 13 rd S "/- C City: I es. ?vt, ► State: r L'- Tenant/Lessee Name: Phone #: Email: Zip: 3 31 S d JOB ADDRESS: /e /'/ W 9 3 City: Miami Shores County: Folio/Parcel #: // 3/0 / 0 3 3o 1 g 0 a Miami Dade Zip: 3 3 1 5 0 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: -Tilt /p rtn Q SQ rVt c. 2 S Phone #: 561° 3( -13 0 0 Address: 2017 c_ vrpdra+-e_ %r City: 152. y.� 6 \ Be�,`1, State: r L Qualifier Name: °i S i e- g0.1VY1 J►9C 1 State Certification or Registration #: C R C- 0 Y 6 SS V Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Ai IA Zip: Phone #: Value of Work for this Permit: $ Phone #: (ao Type of Work: ❑Addition l ❑Alteration Description of Work: ef l C. -e- �7 Square/Linear Footage of Work: New ,4Repair/Replace 14vi..ci0W5 S;ze -Par S, ze- ❑Demolition ******** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** Fees ****:x********** ** * ** ***** * *** * *****+x** ***** av ,'03— Submittal Fee $ Permit Fee $ � �� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ " �I{ 44 5 3 0 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 tijA 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 1 (4y Owner or Agent The foregoing instrument was acknowledged before me this 2- I( day of /461.31/5-4 ,2011 , by t ®+�5; whorsonally known tome or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY STATE OF FLORIDA Comm# DD 952293 N moires 3/10/2012 Signature Contractor The foregoing instrument was acknowledged before me this 7- day of ' ✓5-4 ,20 ll,by $o35i R �' -1, who is ,ersorially known me or who has produced as identification and who did take an oath. NOT .Y.' ILI : S' Print: My Commission Expires: LLY JULIAN KISOR =IOTARY PUBLIC t! 0.: BA v i s .✓�4.4 Expires 3/10/2012 eJ o'' ly Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) LIMITED POWER OF ATTORNEY IT KNOWN, that �' ► BE t ( "Principal ") has made and appointed, and by these presents does hake and appoint Tic) At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its agent Be �w w�d � tole and lawful Attcrrey -i1 Fact for hitryher and in his +`her mine, place and stead, for the f-llowina specific and 'Unite s_s only: To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of obtaining a • er it for e i provements on behalf of the homeowner(s) and fair the prop ty located at: OS giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the hs specific ific and unite if premises (set out hereinabove) as fully, to all intents and purposes, as might or could ratifying and personally present, with full power of sstitution and revocation, her hereof. confirming all that said attorney shall lawfully do or cause to be done by hand and seal this /6 day of IN WITN1rS ' FRF,QF, I have hereunto set my �4,� , 20_(j__• Signed, sealed and delivered in the presencece f: Witness Witness STATE OF ILA ) COUNTY OF /30. ) LAIL "to-roe Notary Public in and for the State of Florida, do hereby I, personally known to me, or () who , who is either () p Y provided that v� t , `ate' as identification, appeared before me provided +'� Q°'' sealed and this day in person and acknowledged d far �e nse gand,purposes herein set forth. the said instrument as his/her free and voluntary authorized official seal this this GIV ()run 20 !!d My corninission expires: Permit Authorization 5.20 -08 day of Commission �O, �xhiros; NOV. 2011 ,,. BOND DT 1tTsaANTICLoIvtiLNGCO.,i V . Miami -Dade County. Real Estate Tax Information Page 1 of 1 Show Me: Property Taxes Search By:_ Select Item Detail Tax Information: Real Estate Tax Info 2010 Taxes Prior Years Taxes Due 2010 Ad Valorem 2010 Non -Ad Valorem 2010 Back Assessments 2010 Enterprise Folio 2010 Historical Abatements 2011 Quarterly Payments 2010 Tax Notice /Memorandum © 2002 Miami -Dade County. All rights reserved. Real Estate Tax Information Today's Date: 08/25/2011 Last Update: 08/23/2011 Year: 2010 Folio Number: 11 31010330900 MIAMI SHORES Owner's Name: TYRONE HARRIS &W JONI Property Address: 102 NW 93 ST Mailing Information : TYRONE HARRIS &W JONI 102 NW 93 ST MIAMI FL 331502235 Legal Description : MIAMI SHORES SEC 6 PB 10 -39 LOT 1 & E1/2 LOT 2 BLK 134 LOT SIZE 81.560 X 123 OR 17295 -0208 07961 To view 2010 Tax Notice /Memorandum click here 2010 Taxes are in paid status. Amounts due are subject to change without notice. Contact Information E -Mail: proptaxCa. miamidade.gov (305) 270 -4916 Downtown Office: 140 W Flagler St., Room 101 Miami, FL 33130 Office Hours: Mon - Fri 8:00 AM - 4:30 PM Related Links: Tax Collector Property Appraiser Florida State Dept of Revenue 0 Property Tax Home 1 Real Estate Tax Info 1 2010 Taxes 1 Prior Years 12010 Non-Ad Valorem 2010 Back Assessments 1 2010 Enterprise Folio 12010 Historical Abatements 12011 Quarterly Payments 1 2010 Tax Notice/Memorandum Miami -Dade Home 1 Usinn Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E -mail your comments, questions and suggestions to Webmaster http: / /egvsys.miamidade.gov :1608 /wwwsery /ggvt/txcaw01.dia ?folio= 1131010330900 8/25/2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE J08 SITE AT TINE OF FIRST INFECTION PERMIT NO. TAXFOLIONO. (1 3141O33? q 0d STATE OF FLOMIDk COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that intprovernerris will be made to certain real property, and in accordance with Chapter 713, Flea Statutes, the following information is provided In this Notice of Commencement. CFN: 20110570948 BOOK 27804 PAGE 3392 DATE:08/25/2011 02:56:29 PM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY Space above rued for use of recording! ;Moe 1. Legal description on of property and street/add ;04-01/4 S 1,-,°t1?--.5 5e- C' C P f o — -a� ) ‘LnAit G yy1.. Lair 1.. IacK I $ e.$+ .Sag.. St.S 0 x 12.3 esf . (?2.iS- 0148 t ?716 t 2. Description of improvement Kt.,- 1 e."-A- LviAcl acg5 /o 7_ Nu/ q.2 S14- • 3.Owner(s)name and addressc 0e i 140-1—r /ems A/W /3 5t Mto..a: L 3315v Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: T' 1 f{-i° a mot?. Za, T "? Corp rc r+e 6> Res `i raivn t ..e_.$,, 5. Surety: (Payment bond required by Jwner from conhactor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by OVNTIRt upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes„ Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Routda Statute*, • Name, address and phone number: 9. Expiration date of this Notice of Comet the axpHammi date Is 1 year tom the date at record % trews a daterent date la aprxaledj WARNING TO OWNEFI ANY PAYMENTS MACE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TN-NE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR U=NDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 'a;u l id Own Prepared Sy /Director/Partner/Manager 1Xf I c1/4" Prepared By .k* "2-4,1 7 C,o rp a rna--f e. Print Name 3 e01 r 140.1--1-1.5. Print Name Tide/Office - 0 earee r 'Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this t 4 day of By O Individually, or 0 for 0 Personally known, or rotuoed the following type of Identification: Signature of Notary Public: Print Name: (SEAL) i,3 ni v IN, B. r<!, 7111' r F L. 3:c VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTE Under penalties of perjury, I declare that E have read the foregoing and `,Ti,,772 OF e+,, Larry #13D7'23943 'suCi a - H ommih.sion ,k'xnires: NOV OY: v4', 2 1i. that the facts stated In it are true, to the best of my knowledge and belief. L`t? >t_ ai Tm U AiIATSICBONI:Xi c:ca1:1 Sig n s } o By 7..916 wag uthorize+ Officer/ Director /Partner/Manager who signed above: By G 3 2011 d ,�� r� Mil B ,sF 18 . 1 Joe pr rii 357 AK., c co oy c-4 IV WJ DQW ��A R SHEET L 3 .5e 5 X 34or -° fie. .. cu ✓it.0.;,_ to si al 7. Di C 1 1SaS ,.s� ov.e.r.4 Mvlitot Nr rrs Rant Height Aout aright Real Slope i` 4 luifd flsA l aragasa4 TO CON\POP,NC ENO fA_FE.0 �ONS Sug �F NNn COVN��� 7m i9Yl G 0.) t1! m W Ship -to- Location Miami - 41413 Order Date 8/1612011 Page _1 of _f_ t tlUAilb VVINIJUVV UP'€IJCIK rUtcri% PSG Fax: 770 -779 -1315 AMERICAN CRAFTSMAN Prepared by tractor Angus ar Customer Name HARRIS Job # 5733385 -rev! ' 2 Location (Raorn / Floor JS m 4° Style "Code" Series "Code" o ` U MEAS. I Grids , Pattern1 I Soffit Color Hinge Locations 2 Rough open. `o U t ('E > a x Window & Glass Options a Can't, CPC, Sea BOW, Y. Palk" & Garden Doors Mowed from outside, Lt to eat X Tip -to-Tip Type Width .Height 1 BED 1 CS AC86HPS WT 24 51 1/4 0 WH Lin. Ft. DIAMOND GRIDS RH 1 NO" (incL Spec. Sheet Misc. Items) MAX DP 1 DADE CERTIFIED. Measurement ttt from Inside. Please sand 1 ea. 1" x 4" x 55" Please mull lines 1 S. 7; 5 & 9; 1 ea. 2 x 4 x 40 between and 1" x 4" x 40" 2728 mull bar. Please send 855e snap trim and screw covers for all DH windows. r BED 1 CS AC86HPS WT 24 51 1/4 D ! WH . tdb% Credit CRF DIAMOND GRIDS LH No CRF Required 2 BED 1 DH ACS6HPS WT 36 49 1/4 D WH DIAMOND GRIDS 3 BED 1 DH AC86HPS WT ' 36 491/2 D ',WH DIAMOND GRIDS 4 BED 1 DH AC86HPS WT 36 49112 D WH DIAMOND GRIDS 5 DIN 1 DH AC86HPS WT 351/2 36112 0 W14 DJAMOND GRIDS 6 DIN 1 DH ACB6HPS WT 35112 36 112 D WH DIAMOND GRIDS 1 MULL BAR , WT 1 x 4 x 55 1 MULL BAR WT 1 x 4 x 40 1 j MULL BAR WT 2 x 4 x40 Grid Pattern MUST be indicated 2 For Csrnfs, CPC, Bay or Bow use "L- /Left }, "R" tRiaht }. "S" {Slalienar5r }. All doors: "S° {Shationarfr] or `X" (DPeraiii foread" p net. ITEM # above Bay / Bow 1 Garden 1 Doors e Color of Window/ Door Wraps Bay Projection 30e OR 45° Bay Flankors DH or Csmt: Wall Thickness (Inches) Seatboard Material Oak, Birch, white Roof Color I Soffit Color Interior Casing CLAM or COL 1 Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories} Use item # to tdentify'4'Wlindnw INSTAJLLE 1 NO" (incL Spec. Sheet Misc. Items) MAX DP 1 DADE CERTIFIED. Measurement ttt from Inside. Please sand 1 ea. 1" x 4" x 55" Please mull lines 1 S. 7; 5 & 9; 1 ea. 2 x 4 x 40 between and 1" x 4" x 40" 2728 mull bar. Please send 855e snap trim and screw covers for all DH windows. the door frame and window # 5. Please check the windows for cracks and scratches before shipment. No Charge (Parts} l Reason: tdb% Credit CRF 30% Credit CRF No CRF Required 4 -29-09 IHB -L -W VW LB w 01 w L5£bZt'LT95 -n X W 01 p m 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height Ad 4 LESION 20 PRESSURES (PSF) Tributary Area - (Sq Ft) Zone 4 40 45 50 44 10 15 25 30 35 0 -15 ft -50.4 - 492 +46.5 +45.2 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 - 462 +42.3 - 45.9 +41.9 -45.5 +41.6 16 ft -51.1 - 49.8 +47.1 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 - 47.3 +43.3 - 46.8 +42.9 -46.5 +42.5 -48.2 +422 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +43.2 20 ft -53'5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +442 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 -552 +52.2 +50.8 - 54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 -56.1 +53.0 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 - 57.7 +54.5 +53.1 - 56.7 +52.0 - 55.9 +51.3 -55.2 +50.6 -54.7 +50.1 - 542 +49.6 -53.8 +49.2 -53.4 +48.8 34 ft I -59.9 -58.4 +55.2 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 - 58.1 +53.3 - 57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 -61.1 +57.7 +562 - 60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -63.2 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 - 58.5 +53.5 - 58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft - 63.8 -62.3 +58.8 +57.3 -612 +58.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 -62.8 +59.4 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 - 59.6 +54.5 - 59.0 +54.0 - 58.6 +53.6 -582 +53.1 50 ft -84.9 -63.4 +59.9 +58.3 522 +57.2 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 - 59.1 +54.0 -58.7 +53.6 52 ft '65.5 -63.9 +60.4 +58.8 -62.8 +57.8 -6t9 +56.8 -61.2 +56.1 -60.6 +55.4 -60.0 +54.9 -59.6 +54.5 -59.2 +54.0 54 ft 56.0 -84.4 +60.8 +59.2 - 63.3 +58.1 - 62.4 +57.2 -61.7 +56.5 -81.0 +55.9 - 60.5 +55.4 50.1 +54.9 -59.6 +54.5 56 ft -66.5 -64.9 +61.3 +59.7 -63.7 +58.5 -62.9 +57.7 52.1 +56.9 -61.5 +56.3 - 61.0 +55.8 - 80.5 +55.3 -60.1 +54.9 60 ft -67.5 55.8 +622 +60.6 -64.7 +59.4 -63.8 +58.5 -63.0 +57.8 -62.4 +57.1 - 61.9 +56.6 -61.4 +58.1 -61.0 +55.7 6I m m y n 0 s m 8 m REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 - 56.7 -55.6 -54.8 -53.8 -53.1 -52.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 - 60.6 -58.8 -57.5 -56.3 -55.4 - 54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 - 552 -54.5 +48,3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -66.1 - 63.5 -61.6 -60.2 -59.0 -58.1 -572 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft - 67.4 +50.4 -64.8 +49.0 - 62.9 +48.1 - 61.4 +47.4 -602 +46.8 -59.2 +48.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -66.0 - 64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft - 69.8 +522 - 67.1 +50.8 -65.1 +49.8 - 63.6 +49.1 - 82.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 88.2 +51.6 -662 +50.6 - 64.6 +49.8 - 63.4 +492 -6/3 +48.7 -61.4 +482 - 60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 - 67.1 +51.3 - 65.6 +50.6 - 64.3 +49.9 - 632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 88.1 +52.0 - 66.5 +51.3 - 652 +50.6 - 64.1 +50.1 - 63.1 +49.6 -62.3 +492 -61.8 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -88.9 +52.7 - 67.3 +51.9 - 66.0 +51.3 -64.9 +50.7 - 64.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 - 69.8 +53.3 - 68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.8 +52.5 -68.5 +51.9 - 65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 -76.5 -73.5 -71.3 - 69.7 - 68.3 - 672 -66.2 - 65.3 -64.5 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 - 69.0 - 67.9 - 66.9 - 66.0 -652 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 - 69.7 +54.1 -68.5 +53.5 - 67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 +55.3 -70.4 +54.6 - 69.2 +54.0 - 68.2 +53.5 -67.3 +53.1 -86.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 - 89.8 +54.5 -68.8 +54.0 - 67.9 +53.8 -87.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -60.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 -69.8 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 59.3 +54.9 60 ft - 83.3 +62.2 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -73.2 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.5. "ALTERATIONS, ADDMONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER I5 SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ® 1-� 1 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT ENGINEERING EXpRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 Florida Building Code Online Page 1 of 2 BCIS Home Log In User Registration 1 Hot Topics I Submit Surcharge r Stets & Facts 1 Publications Product Approval USER: Public User product Approval Menu > Product or Pooilcation Search > Application Lisle > 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 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL10538 New 2007 Approved 1 C FBC Staff { BCIS Site Map 1 Links i Search Siiverline Building Products Corp. One Silver-line Drive North Brunswick, NJ 08902 (732) 435 -1000 rIckw@rwbIdgconsultants.com Vivian Wright rickw@rwbIdgconsultants.com Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ! Evaluation Report - Hardcopy Received Wendell W. haney, P.E. PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL10538 RO COI Certificate of Indeoendence.odf Standard Accepted Engineering Practice ASTM E1300 TAS 201, 202, 203 Year 2007 2004 1994 http: / /www.floridabuilding. org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgtf YBJ2 %2fM7I6... 5/6/2011 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 04/03/2008 04/04/2008 04/09/2008 05/06/2008 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 10538.1 a. "WeatherStopper' Model 7551 - Series 7550 Extruded Vinyl Casement Window with Nailing Fin - (X configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 10358.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL10538 RO II INST 10538.1.Ddf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10538 RO AE EVAL 10538.1.pdf Created by Independent Third Party: Yes 10538.2 b. "WeatherStopperTM" Model 7501 - Series 7500 Extruded Vinyl Casement Window - (X configuration) Limits of Use Installation Instructions FL10538 RO II INST 10538.2.pdf roved for use in HVHZ: Ye f1VjHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL10538 RO AE EVAL 10538.2.pdf dpproved°tbhYUse outee Im • act R istant: Yew for Design Pressure Ratings, installation instructions 'esign Pressure: N/A Other: See INST 10358.2 any additional use limitations, and product particulars. Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I Copvriaht Statement 1 Accessibility Statement 1 plug -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: secUrltymv titic • t SFt A http : / /www.floridabuilding .org/pr /pr_app_dtl.aspx ?param wGEVXQwtDgtfYBJ2 %2fM7I6... 5/6/2011 Projects \Project Folders \Proj 1301-1400\PF 1357\D. RWBC Drawings \FL- 10538.dwg, Model Silver Line WINDOWS •DOOR S INI an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 PH. 732.435.1000 " WEATHER STOPPER TM " MODEL 7501 SERIES 7500 EXTRUDED VINYL CASEMENT WINDOW "IMPACT`I GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2004 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 4. For 2x stud framing construction. anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets water infiltration requirements for "HVHZ". TABLE OF CONTENTS SHEETS DESCRIPTION i TYPICAL ELEVATIONS, GENERAL NOTES & DESIGN PRESSURES 2 HORIZONTAL CROSS SECTIONS 3 VERTICAL CROSS SECTIONS 4 BUCK & FRAME ANCHORING 5 BILL OF MATERIALS, COMPONENTS & GLAZING DETAILS 0 0 30.00" MAX. OVERALL FRAME WIDTH X PART OR ASSEMBLY: r m DATE: 4/04/08 SCM.E, N.T.S. DWG. BY: W WK. BY: WWH DRAWWG 404 FL- 10538.2 SHEET 1 or 5 i z m 0 0 a 0 m 3 m v v 0 C® bps-- D 30.00" x 65.00" 24.38" x 59.38" G1 + 50.0 - 50.0 PART OR ASSEMBLY: r m DATE: 4/04/08 SCM.E, N.T.S. DWG. BY: W WK. BY: WWH DRAWWG 404 FL- 10538.2 SHEET 1 or 5 i z m 0 0 a 0 m 3 m v v 0 eccs \rroJea rowers \prof Tsui- i4uu \r't- issi \u. tom- uraanngsv -L wssa.awg, male 11/4" MIN. EMB. (TYP.) INTERIOR EXTERIOR 3 2 HORIZONTAL CROSS SECTION 1 X BUCK ANCHORING REPRENSENTATION 1 -1/4" MIN. EMB. (TYP.) 1/4" MAX. SHIM SPACE PP.) I (4" MAX. SHIM SPACE (TYP.) r CD INTERIOR INTERIOR <unairuulmnn/ EXTERIOR EXTERIOR OPTIONAL 2 `O HORIZONTAL CROSS SECTION INSTALLATION MASONRY CONSTRUCTION HORIZONTAL CROSS SECTION INSTALLATION MASONRY CONSTR DATE: 4/04/08 SCALE: N.T.S. DWG. ay: YV CNK. B WWH DRAWING ND.t FL- 10538.2 OPTIONAL 1" MIN. FROM MASONRY EDGE (TYP.) O 0 UMW o Prg OPR ® 00 -a, e- �- wie 1" MIN. FROM MASONRY EDGE ----- (TYP.) EXTERIOR VERTICAL CROSS SECTION OR INSTALLATION MASONRY CONSTRUCTION a 1" MIN. FROM MASO TYP.) 1 "MIN. EDG VERTICAL CROSS SECTION INSTALLATION MASONRY CONSTRUCTION u7 g kr 'r EXTERIOR 2 -1/2" MIN. FROM MASONRY EDGE (TYP.) 2-11T MIN. FROM MASONRY �^ EDGE (TYP.) o 0 EXTERIOR C) SHOWN W /1XSUB-BUCK SUBSTITUTING . CONCRETE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA BUILDING CODE. THIS VIEW REPRESENTATIVE OF HEAD, JAMBS & SILL VERTICAL CROSS SECTION INTERIOR INTERIOR 1 -1/4" MIN. 1 -1/4" MIN. FROM MASONRY FROM MASONRY EDGE (TYP.) EDGE (TYP.) 0 3 3 SECTION @ OPTIONAL MASONRY SILL (2700 PSI MIN.) kr N 1-1/4" MIN. 1 -1/4" MIN. FROM MASONRY FROM MASONRY EDGE (TYP.) EDGE (TYP.) 4 SECTION @ OPTIONAL 3 2700 SRI SILL 0 VERTICAL CROSS SECTION r m 0 0 DATE: 4/04/05 N.T.S. DWG. BY: YV CHK. Br: WWH DRAWING N0« FL- 10538.2 SHEET 3 mr 5 z El RSA - Projects \Project Folders \Proj 1301- 1400\PF 1357\D. RWBC Drawings\FL•10538.dwg, Model 2X BUCK MASONRY OPENING BUCK ANCHORING 2X BUCK RU MASONRY OPENING TYP. — HEAD & JAMB 2375 (1 2X FRAME ANCHORING Masonry 2X buck construction Sash removed for ckvity WITH OPTIONAL iX BUCK MASONRY OPENING TYP. HEAD ,.._ & JAMB SEE NOTE 2 e 2375" IX FRAME ANCHORING Masonry iX buck construction Sash removed for clarity SEE NOTE 2 WITH OPTIONAL MASONRY SILL MASONRY SILL NOTES: I. 1/4" Efco Tapcon anchoring 2x buck require a minimum 1 " clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and centerdlstance requirements. Tapcon bcatlons at the comers and centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension Is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sift require a minimum 2 -1/7 clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the comers and centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as MAX. ON CENTER' must be adjusted to maintain the minimum edge distance to mortar joints, additional tapcons may be required to ensure the maximum on center dimension is not exceeded. U 0 O 0 a 0 0 O F- i a d1Z z ZU 0 m Q a zZ z z Z U m 3 rc 0 ❑ SHEET 4 OF 5 DATE 4/04/08 SCALE N.T.S. DWG. BY Yv CHK. BY: WWH DRAWING NO.: FL- 10538.2 R:\A • Projects \Project Folders \Proj 1301- 1400 \PF 1357\D. RWBC Drawings \FL- 10538.dwg, Model BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1/4" MAX. SHIM SPACE WOOD B 2X BUCK SG >= 0.55 WOOD D 1/4 X 2 -3/4" ELCO PFH CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H 1X BUCK SG> =0.55 WOOD J 1/4" X 2 -3/4" ITW H.H. TAPCON STEEL K 1/4" X 1 -3/4" fTW H.H. TAPCON STEEL 2 EXTRUDED VINYL PVC SASH FRAME BY SILVERLINE #52 -7504" PVC 3 EXTRUDED PVC GLAZING BEAD #2217 BY SILVERUNE" PVC 4 OPTIONAL EXTRUDED VINYL PVC FLANGE #52 -7535 (0.070" WALL THK.)" PVC 5 Q-BULB SEAL .360 DIA. #22 -12252 - 6 CASEMENT OPERATOR #07 -0P05- 7540- 03/ -02 BY ROTO HARDWARE STEEL 7 HINGE TRACK #07- HG04-7506 BY ROTO HARDWARE (NOT SHOWN) STEEL 8 SNUBBER RETAINER #200- 888 -021 / -016 STEEL 9 LOCK HANDLE ASSY. #07 -7594R OR #07 -7594L 10 , LOCKING BAR RETAINER CLIP #200-564-021/-016 STEEL 1 I WINDOW SCREEN - 12 WEATHER -STRIP COMPRESSION TYPE - 13 GLAZING SPACER STEEL INTERCEPT 16 GLAZING COMPOUND PURFECT GLAZE 34-937A NATIONAL STARCH & ADHHESIVE SIUCONE 20 SEALANT SILICONE 21 EXTRUDED VINYL PVC FRAME BY SILVERLINE #52 -7051" PVC 25 #8 X 1 -3/4" PAN HEAD SMS SIttL 26 #8 X 5/8" PAN HEAD SMS STEEL 27 IMPACT ANCHOR - #50 -7496 (6063 -T6) ALUM. 30 TRACK REINFORCEMENT #50 -7555 (ALUM. 6063 -T6) ALUM. * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS ". OPVC FLANGE OPTIONAL 0.79" OPVC GLAZING BEAD OSASH FRAME EKIRUDED VINYL GI GLAZING DETAIL 1 /8"ANNEALED GLASS .090" PVB BY DUPONT 1/8 " ANNEALED GLASS AIR SPACE 1/8" ANNEALED 21 WINDOW FRAME PART OR ASSEMBLY: r CO z 0 V>) Q DATE 4/04/08 WALE: N.T.S. OWG.90 YV CHK. BY: WWH DRAWING No.: FL- 10538.2 SHEET 5 OF 5 ti z 4 0 0 3 0 ro BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics ( Submit Surcharge Stets & Facts Publications Product Approval Menu > Product or Application Search > A 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 I tion List > Application Detail FL9928 -R1 Revision 2007 Approved FBC Staff j BCIS Site Map Links Search Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbldgconsultants.com Vivian Wright rickw @rwbldgconsultants.com Windows http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgs% 2bkzJ% 2bMaAZsSYo5I00 %2fSp %2f4sphAywure... 11/17/2010 1 Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Double Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v! Evaluation Report - Hardcopy Received Wendell W. Haney . PE -54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. I Validation Checklist - Hardcopy Received FL9928 R1 COI CERT OF INDEPENDENCE.pdf Standard AAMA /WDMA /101 /I.S.2 /A440 Accepted Engineering Practice ASTM E1300 ASTM E1300 ASTM E1886/E1996 TAS 201, 202, 203 Method 1 Option D Year 2005 2007 2002 2004 2002 1994 http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDgs% 2bkzJ% 2bMaAZsSYo5I00 %2fSp %2f4sphAywure... 11/17/2010 Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/28/2008 07/14/2008 07/18/2008 09/15/2008 Summary of Products Description FL o' # Model, Number or Name 9928.1 a. "WeatherStopperTM" Series 9500 - Model 9500 Up to 4'5 x 5 °3 Extruded PVC "Impact" Double Hung Window - configuration (X /X) Limits of Installation Instructions FL9928 R1 II INST 9928.1.pdf .Lase Approved for use in HV: Yes Approved_f ir_ outs' HZ Z: Yes Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL9928 R1 AE EVAL 9928.1.pdf Impact Resistant: Yes , --We-Sign ign rressurre: N Other: See INST 9928.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (Note - ASTM E1300 -02 utilized for areas inside the HVHZ) Created by Independent Third Party: Yes 9928.2 b. "WeatherStopperTM Series 9500 - Model 9500 Up to 4'5 x 5'3 Extruded PVC "Impact" Double Hung Window - configuration (X /X) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NJA Other: See INST 9928.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL9928 R1 II INST 9928.2.pdf Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Evaluation Reports FL9928 R1 AE EVAL 9928.2.pdf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param-- wGEVXQwtDgs% 2bkzJ% 2bMaAZsSYo5I00 %2fSp %2f4sphAywure... 11/17/2010 1 400 \PF 1314 \D. RWBC Drawings\ FL- 9928.1REV11FL•9928.1REV1.dwg, m F F per WIND 0 W S e D 0 0 R S an Andersen Company 1 SILVERLiNE DRIVE, NORTH BR NSW10 NJ 08902 PH. 732.435.1000 " WEATHER STOPPER' '° SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HUNG WINDOW 'IMPACT' / \ GENERAL NOTES 1. This product has been evaluated and is In compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2 Product anchors shall be as fated and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "FIVHZ" this product compiles with section 1626 of The Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the HVHZ "requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "Wand includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 7. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 8. This product meets water infiltration requirements for HVHZ'. TABLE OF CONTENTS SHEET it DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical cross sections 4 Buck & frame anchoring (small unit) 5 Buck & fame anchoring (large unit) 6 Reduced DP frame anchoring 7 Components 8 Hardware assembly and components details 9 8111 of materials, components and glazing details 56.25" MAX. O.A. WIDTH" FLANGE TO FLANGE 54 FRA ME P W O.A. ° FRAME WIDTH g ,. r,1f .' 1l r /, / X 1 55.37" X 76.37" 53.37" X 74.37° 3 6.12" X 64.50° 36.12° X 6250" 5625'X 75.37° 54.25° X 73.37" ( 3532" X 64.50" 36.12" X 62.50 29.17" X 26.86" * Max. width & height occur on different un DOUBLE HUNG WINDOW z 0 rn 0 W •-• O DATE 11/ 2/07 SCALPS N.T.S. DWG. sn KK cec en WWH DRAVING NW FL- 9928.1 sir 1 or 9 z 00 zz 0 0 W Folders \Proj 1301. 1400 \PF 1314 \D. RWBC Drawings \FL- 9928.1REV1 \FL- 9928.1REV 1.dwg, .1 -2 SEE NOTE 1.' 4 3 \ / / /, // 4 9" i TYP. X / ,// -..• / / X 4 / // / \ 1/4" MAX. —SHIM SPACE (TYP.) Ail 1 INTERIOR '►4J.8~ ,EXTERIOR ® m m m CO m o SEE NOTE 1 •. '�"' ,)yOTE: 1. For framing anchoring locations and details, see sheet 5, 6 & 7. SEE NOTE 1 m 10 18 • .! .,1 m iiin1uum> EXTERIOR ®m m • ,• NINA 0,00 00 HORIZONTAL CROSS SECTION SEE NOTE 1 1" MIN. FROM MASONRY EDGE (TYP.) • • .4 1" MIN. FROM MASONRY EDGE (TYP.) ® 6 . ? . 0 or I CO -a� „ir i j ® .� w Vr 0 411 ® 0 o 4i,IUi NIN m . o 0 0 0 0 ® .. I, T INTERIOR 0 0 1 -1/4” MIN. EMB. (TYP.) 0 VERTICAL CROSS SECTION LE HUNG MN 6 0 g 0 �z O N to DATE: 1 / 2/07 SCALE: N.T.S. DWG. er: KK cm. m WWH DRAWING N04 FL- 9928.1 s itzr 2 or _9_ U R \A- Projects \Project Folders \Proj 1301-1900 \PF 1314W. RWBC Drawings\ FL- 9928.1REV1 \FL-9928.1REV1.dwg, 2 -1/2" MIN. 2 -1/2" MIN. FROM MASONRY - FROM MASONRY EDGE (Ti'P.) EDGE (TYP.) DXTER_IO$ VERTICAL CROSS SECTION Shown w/ 1X sub —buck substituting concrete screws for wood screws per Section 1714.5.4.2 of the FBC This view representative of head, still, & jambs. 1" MIN. 1" MIN. FROM MASONRY 1 FROM EDGE MP.) ONRY EDGE (IYP.) VERTICAL CROSS SECTION Masonry sill 1" MIN. " MIN. FROM MASONRY FROM EDGE (TYP.) MASONRY (TYP.) VERTICAL CROSS SECTION Masonry sill DOUBLE HUNG WINDOW 1. N z 0 UT) re re 2 O Z DATE: 1 / 2/07 SCALE. N.T.S. IWG. B: KK cNH an WWH DRAWING 50.: FL- 9928.1 SREEr 3 of 9 2008 R.W. BUILDING REV1 \FL- 992B.1REV1.dwg, .1.4 R:\A - Projects \Project Folders \Prof 1301 - 1400 \PF 1314 \D. RWBC Drawin RUCK ANCHORING DP <= 65.0 PSF (36.125" x 62.5" UNIT) f/1 W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD Be JAMBS SEE NOTE 3 A" WINDOW FRAME FRAME AND GLAZING REMOVED FOR CLARITY r. MMEEETING 2X BUCK MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK INSTALLATION SEE NOTE 2 G .A, D <= 65 (36.125" x 62.5" UNIT) SEE VIEW "A—A" AND NOTE 3 NOTES; 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar Joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar Joints. 3. Anchor screws in head and below meeting rail center line are located In ext. rail of the frame. Anchor screws in sill, on meeting rail center Tine and above are located in Int. rail of frame. VIEW "A"—"A" SEE NOTE 3 '61 ZC .nom" s tt�cm o� wz h-m Oao g g 36 `o AS m �C T `v} e3 6 0 DOUBLE HUNG WINDOW rm REVISED TO 2007 FRC z 0 cc o! O z DATE:1 /12/07 SCALE N.T.S. DWG. BY: KK cwc. e•, WWH Dwawwa rm» FL- 992& 1 Sir 4 OF 9 R:\A- Projects \Project Folders \Proj 1301 - 1400 \PF 1314 \D. RWBC Drawings\ FL- 9928.1REV1 \FL- 9928.IREVI.dwg, .1 -5 PUCK ANCHORING DP <_ 50.0 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) MEETING RAIL 14.08" MAX. ON CENTER WINDOW FRAME FRAME AND GLAZING --� REMOVED FOR CLARITY 2X BUCK 1— 1 1 W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION TYP. HEAD & JAMBS 1— 1 1 MEETING f f RAIL A" FRAME ANCHORING 40 < DP <= 50.D PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 NOTES• 1. 1/4" Oct, concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. MASONRY SILL INSTALLATION SEE NOTE 2 MASONRY SILL INSTALLATION SEE NOTE 1 W /2X BUCK INSTALLATION W /1X BUCK INSTALLATION SEE NOTE 2 VIEW "A " — "A" SEE NOTE 3 SEE NOTE 3 DOUBLE HUNG WINDOW 0 a m REVISED TO 2007 FBC z 0 rn CC DATE t /12/07 scAt-e N.T.S. MO. BY: KK CHK. BY: WWH DRAWING NO.: FL- 9928.1 snO.r 5 of 9 roj 1301- 1400 \PF 1314 \D. RWBC Drawings \ FL- 9928.1REV1 \FL- 9928.1REVl.dwg, . R:\A - Projects \Project Fol MASONRY OPENING WINDOW FRAME FRAME AND GLAZING REMOVED FOR CLARITY 2X BUCK NOTES; W /1X BUCK INSTALLATION SEE NOTE 2 ci W /2X BUCK INSTALLATION TYP. HEAD & JAMBS MEETING f t. RAIL FRAME ANCHORING DP <= 40 PSF (UP TO 54.250" WIDTH, 74.375" HEIGHT) SEE VIEW "A —A" AND NOTE 3 MASONRY SILL INSTALLATION SEE NOTE 1 MASONRY SILL INSTALLATION SEE NOTE 1 W /1X BUCK INSTALLATION SEE NOTE 2 W /2X BUCK INSTALLATION 0 0 0 VIEW "A"—"A" SEE NOTE 3 1. 1/4" Elco concrete screw anchoring 2x buck or sill require a minimum 1" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" 1TW concrete screws anchoring frame and /or sill require a minimum 2 -1/2" clearance to masonry edges, a 1 -1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the corners and at meeting rail centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. 3. Anchor screws in head and below meeting rail center line are located in ext. rail of the frame. Anchor screws in sill, on meeting rail center line and above are located in int. rail of frame. P °a a DOUBLE HUNG WINDOW PART OR ASSEMBLY: cD 00 DU U CI Li 0=� m REVISED TO 2007 FBC 0, 0 co 0 Z DATE:1 /12/07 N.T.S. OWG. Br: KK CHX. BY WWH Daw1NG NO.: FL- 9928.1 • SHEET 6 or 9 i 5 0 a a i n 5 m a 0 ro 0 R:■A. - Projects\Project Folders\Proj 1301 - 1400 \PF 1311\D. RWBC Drawings\ FL- 992B.1REV1\FL- 9928.1REV1.dwg . co .562" N 0 T— °GLAZING BEAD ®UPPER SASH BOTTOM RAIL 2.185" --I I ^ 1.779" ■O: �T — .07" OUPPER / LOWER LIFTING RAIL 1.265" 34 EEPER RAIL & STILE REINFORCEMENT --I 1.227" SLOWER SASH STILE .07" i .._ _ . _ . : 3u 3J 1.547" L � 1.575" I a ■ °UPPER SASH STILE _0 ER SASH TOP RAIL 1_1.365" --1 11 SNAP ON MASONRY FIANCE 37 HEAD ADAPTER . .875" }- ®I – 33 REINFORCING BAR 1.618" °SILL ADAPIIi DOUBLE HUNG WINDOW a COMPONENTS REVISED TO 2007 FBC 2 m z 0 rn 0 Z DATE 1 / 2/07 SCALE: N.T.S. DWG. BY: KK cwc. BY: WWH DRAWING NO.: FL- 9928.1 SW 7 OF 9 z 0 i 0 0 0 3 0 0 0 6 6 2 2 e in Do Do N II T .187H H BOTTOM SASH.9255" 6.0001" .6528" 21 TOP SASH POLYMER TILT LATCH 4.125" co 2.625" r � 2 -- 1-5" -� .63" —I ry L --'- .1125° It-- -f JI I 24 BOTTOM SASH HEAVY DUTY PIVOT BOTTOM SASH PIVOT TOP SASH PIVOT 2.55" 9 2.062 " - L ---I 1.57" I- T 2.55" 1.683" -I N t 32 SASH LOCK KEEPER .57 11 � 1.5" � '" °gyp � 0 n ©I °m "'��I N �� 19 UPPER SASH LATCH 6.0001" --1 1.5" I 2.625" 6" 22 TOP SASH PIVOT 4.3272" II O J (ASSEMBLED) 12 HEAVY DUTY TILT LATCH KEEPER 31 SASH LOCK ® m w�1 ======.-.1 .617" .294" .4" .613" SASH PIVOT HARDWARE ASSY. VIEW 1.35" SASH RAILS REMOVED FOR CLARITY 1.35" 23 BOTTOM SASH HEAVY DUTY TILT LATCH .613" BOTTOM SASH TILT LATCH TOP SASH TILT LATCH TILT LATCH HARDWARE ASSY. VIEW SASH STILES REMOVED FOR CLARITY DOUBLE HUNG WINDOW 00 a PART OR ASSEMBLY: REVISED TO 2007 FBC z 0 0 rw- 0 0 z DATE: 11/ 2/07 "."15" N.T.S. 022. 8Y: KK CKK. Sr: WWH DRAWING N0» FL- 9928.1 SHEET 8 of 9 \FL- 9928.1REV1 \FL- 9928.1 Projects \Project Folders \Proj 1301.1400\PF 1314 \D. R ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME HEAD / JAMB #52 -8601 * PVC 2 EXTRUDED PVC MAIN FRAME SILL #52 -8601 * PVC 3 WEEP HOLE COVER (SILL) #200- 492 -021 POLYMER 4 EXTRUDED PVC GLAZING BEAD #52 -2217 * PVC 5 IX BUCK SG >= 0.55 WOOD 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52 -8507 * PVC 7 EXTRUDED PVC UPPER SASH STILES 52 -8504 * PVC 8 EXTRUDED PVC LOWER SASH TOP #52 -8508 * PVC. 9 EXTRUDED PVC UPPER / LOWER LIFTING RAIL #52 -8506 * PVC 10 EXTRUDED PVC LOWER SASH STILES #52 -8505 * PVC 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC 12 HEAVY DUTY TILT LATCH KEEPER #12 -9513 S1LLL 13 '8 x 3/4" PFH SCREW ZINC PLATED STEEL 14 #8 -32 x 1/2" PPH MS STEEL 16 WEATHERSTRIP PILE /FIN .270 x .270, W21275NW BY ULTRAFAB — 17 WEATHERSTRIP PILE W /FIN .270 x .190, W21195NW BY ULTRAFAB — 18 WEATHERSTRIP Q —LON U- 3333 -000 BY SCHLEGEL — 19 UPPER SASH LATCH PVC 20 GLAZING COMPOUND PURFECT GLAZE 34 -937A NATIONAL STARCH & ADHESIVE SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC 22 TOP SASH PIVOT STEEL 23 BOTTOM SASH HEAVY DUTY TILT LATCH #12- 951IL —R PLASTIC 24 BOTTOM SASH HEAVY DUTY PIVOT #12- 9514R —L STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1/4" MAX SHIM SPACE WOOD 27 MASONRY: 3192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90. MASONRY 28 8 x 1" PFH SCREW SILEL 29 6 x 1" PFH SCREW ZINC PLATED STEEL 30 10 X 2 -1/2" PFH WOOD SCREW STEEL 31 SASH LOCK ASS'Y (DIE CAST ZINC ALUMINUM) — 32 SASH LOCK KEEPER (ZINC DIE CAST) — 33 REINFORCING BAR #51 -8567 STEEL 34 KEEPER RAIL & STILE REINFORCEMENT #50 -8566 ALUMINUM 35 LIFT RAIL REINFORCEMENT # 50 -8568 ALUMINUM 36 LOCK RAIL REINFORCEMENT #50 -8567 ALUMINUM ALUMINUM 37 HEAD ADAPTER #50 -8563 38 SILL ADAPTER #50 -8564 ALUMINUM 39 #8 x 1" PFH SCREW ZINC PLATED STEEL 40 1/4" X 2 -3/4" ELCO PFH CONCRETE SCREW STEEL 41 1/4" X 2 -1/4" ELCO PFH CONCRETE SCREW SILEL 42 1/4" X 3 -1/4" ITW PFH CONCRETE SCREW STEEL 43 GLAZING SPACER STEEL 44 1/4" X 3 -1/4" ELCO PFH CONCRETE SCREW STEEL * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS ". OMAIN FRAME HEAD & JAMB --{ 3794" i 8 WEATHERSTRIP IEMELQR 7/16" GLASS BITE INTERIOR OMAIN FRAME SIR 7/8" OVERALL GLASS THK. 3/32" ANNEALED GLASS .090° PVB. BY DUPONT 3/32° ANNEALED GLASS AIR SPACE 3/32" ANNEALED GLASS Gt GLAZING DETAIL M EXTERIOR 7/8" OVERALL GLASS THK. 1/8" ANNEALED GLASS .090" PVB. BY DUPONT 1/8" ANNEALED GLASS AIR SPACE 1/8° ANNEALED GLASS G2 GLAZING DETAIL DOUBLE HUNG WINDOW 0 a REVISED TO 2007 FBC co co z 0 DATE: 1 /12/07 SCALE: N.T.S. DWG. ST: KK CHK. BY: WWI-I UPAIMNO NO., FL- 9928.1 SHEET 9 OF 9 BCIS Home I Log in J User Registration Product Approval USER: Public User Hot Topics 1 Submit Surcharge I Stets & Facts I Publications 1 FBC Staff t BCIS Site Map 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 C FL8478 -R1 Revision 2007 Approved Sllverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbidgconsuitants.corn Craig Calderone rickw @rwbidgconsultants.com http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEV. XQ wiDquhAoYii2e31ww9FbfzHsVxl9eGMsL1 %2bpc %3d 4/7/2009 Category Subcategory Compliance Method Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer g Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. I` Validation Checklist - Hardcopy Received Certificate of Independence FL8478 R1 COI CERT OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Standard Year TAS 201, 202, 203 1994 Method 1 Option D 03/05/2009 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDquhAoYii2e31ww9FofzHsVxl9eGMsL1 %2bpc %3d 4/7/2009 Date Validated Date Pending FBC Approval Date Approved 03/05/2009 03/13/2009 04/07/2009 (T guia ma.ry, of Products FL # Model, Number or t afle Description 8478.1 J Series 2723, 2724 a d 2728 Extruded Aluminum Clipped Mullion (Vertical and Horizontal Combination) Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Installation Instructions FL8478 R1 II INST 8478.1.pdf Ap e o use in HVHZ: Yes _) foo xed for use outside Fi :1Z: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8478 R1 AE EVAL 8478.1.pdf --� Impact impact Resstant: Yes "--� -[ esign pressure: 1/A Other: See INST 8478.1 for Design Pressure Ratings by Model and Span, any Additional Use Limitations and Installation Instructions. Created by Independent Third Party: Yes Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDquhAoYii2e31ww9FofzHsVx19eGMsL1 %2bpc %3d 4/7/2009 1 ilverIine% W ND0WSa000RS an Andersen Company t SILVERLINE DRIVE, NORTH BRUNSWICK NJ 08902 STRUCTURAL BEA N 2723, 2 724 &,2728 "IMPACT' tIL_ 2723 GENERAL NOTES 1. This product hos been evaluated and is in compliance with the 2007 Florida Building Code sltuclurol requirements including the'High Velocity Hurricane Zone'. 2. Wood bucks by others. must be anchored properly 10 transfer loads to the structure and be reviewed by the building official. 3. Mulon anchor embedment to bole moleriol Moll be beyond wan dressing or shunrvs 4. Separate product approvals for each glazing product used with These mullions mull be submitted along with this mullion product approval 5. Anchoring of each glazing product 101110 mullion shat be os shown in each irdMdud glaring product approval 6. Site conditions not covered in 1111 evaluation are subject io ludher engineering analysis by a professional engineer or registered ardnilec1. 7. Approved Iwi n units or approved singles con be used In mutton confguralions. the vertical and horizontal mullion configurations can be comhined to mull =Mote single units Together. 8. Mullion onion pressure rating. see opprapriole load rating labile sheets as Need In table of contents. 9. The design pressure rating or the assembly shall be the lesser of the load capacity of the mullion as determined using 1161 approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric Transom shapes must be equal lo or less Than the rectangular transom dimensions shown herein. II, When used in the Tfigh Velocity Hurricane Zone" Ibis product complies with Section 1626 d the Florida Building Code and dons not require on impact resistant covering. 12. When used In areas outside 01 the'HVH2" requiring wtnd.bwne debris protection tills product consoles vets Section 1609.12 al the Florida Buld ttg Code and does hot require on Impact resistant covering. This product meets missle leveret and includes Wind Zone 4 as defined N ASTM 111996. 13. Moieties. including but not Smiled to steel screws that come Into contact with other dissimilar maledals than meet the requirements of the 2007 Florida Building Code, S6clion 2003.8. L _I 2724 F-- MUUION SPAN MAX.. 74° --{ 1 0 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION MAX. COMBINED DIMENSION IS 104" wt- ----Ir W2 — MULUON SPAN MAX.. 74" —1 GLAZING PRODUCT • GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION TABLE OF CONTENTS SIHEETR DESCRIP!ION SHEET# DESCRIPTION 1 Typical elevation & general notes 6 2724 mullion loud fable for wand SCffW anchoring 2 2723 minion lood loble for Iopcon anchoring 7 2724 mullion anchor detalls & section details 3 2723 mullion Toad table Tor wood screw anchoring 8 2728 mullion bad robte for lapcon anchoring 4 2723 mullion anchor details & section details 9 2728 mullion load table for wood screw anchoring 5 2724 mullion bad fable for tapcon oncho4ng ID 2728 mullion anchor details & section d@i9I1 GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION L _ MAX. COMBINED DIMENSION IS 104" WI —W2 GLAZING PRODUCT GLAZING PRODUCT TICAL MULUON CONFiGURATI N TYPICAL MULLION CONFIGURATIONS J 8 BAN, 2/ 0/09 6.4Lo N.T.S. rove. ey. OWS WK. on • LFS 0Mwirre 904 FL- 8478.1 Stall Of 10 1 Projec¢ \Project Fo ers \P MULLION SPAN - MAX. = 74" 1 GLAZING PRODUCT GLAZING PROOUCT GLAZING PRODUCT --- WI ---i-- W2 -- -{ GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH WI + W2 2 _ONCRE7.: SCREW'.' s . SILVERLINE 2728 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) Am. TRIBUTARY WIDTH L 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48'+ 50" 52" 2 9. 2 3 74" 86.4 80.6 75.6 71.1 6 63.7 60.5 57.6 55.0 _ 52.6 50.4 48.4 46.5 72" 88.8 82.9 ' 77.7 73.1 69.1 65.4 62.2 • 59.2 56.5 54.0 51.8 49.7 47.8 70" 91.3 85.3 79.9 75.2 71.0 67.3 63.9 60.9 58.1 55.6 53.3 51.1 49.2 68" 94.0 87.8 82.3 77.4 73.1 69.3 65.8 62.7 59.8 57.2 54.8 52.6 50.6 66" 96.9 90.4 84.8 79.8 75.3 71.4 67.8 64.6 61.6 59.0 56.5 54.2 52.1 64" 99.9 93.3 87.4 82.3 77.7 73.6 _, 69.9 66.6 63.6 60.8 58.3 55.9 53.8 62" 100.0 96.3 90.2 84.9 80.2 76.0 72.2 68.7 65.6 62.8 60.1 57.7 55.5 60" 100.0 99.5 93.3 87.8 82.9 78.5 74.6 71.0 _ 67.8 _ 64.9 _ 62.2 59.7 57.4 58" 100.0 100.0 96.5 90.8 85.7 81.2 77.2 73.5 70.1 67.1 64.3 61.7 59.3 56" 100.0 100.0 99.9 94.0 88.8 84.1 79.9 76.1 72.7 69.5 66.6 63.9 61.5 i 1 I 100.0 100.0 97.5 92.1 87.2 82.9 78.9 75.3 72.1 69.1 66.3 63.7 52" 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 74.8 11.7 68.8 66.2 .+ 100.0 100.0 100.0 99.5 94.2 89.5 85.3 81.4 77.8 74.6 71.6 68.8 48" 10010 110.0 100.0 100.0 100.0 98.2 93.3 88.8 84.8 81.1 77.7 74.6 71.7 46" 100.0 100.0 100.0 100.6 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.8 74.8 44" 100.0 106.0 100.0 100.0 100.0 100.0 100.0 96.9 92.5 88.5 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.9 92.7 88.5 85.3 82.0 100.0 100.0 100.0 100.0 t6�: °' 100,0 160.0 100.0 100.0 97.3 93.3 89.5 86.1 38" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 98.2 94.2 90.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.1 100.0 100.0 140.0 100.0 140.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 109.0 108.0 190.0 00.0 100,0 100.0 100.0 100.0 100.0 101.0 100.0 28" 100.0 104.9 100.6 iQ6.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 1 0.0 100.0 100.9 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.8 100.0 100.0 100.0 104.0 100.0. 100.0 100.6 100,0 100.0 100.0 100.0 W1 I W2 GLAZING PRODUCT . ' GLAZING PRODUCT • MULLION SPAN ltdY 7d^ GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DEILHMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. PART OR ASSEMBL OV zz 38 NQ N w 0 5 o' d we 2/10/09 L5 N.T.S. OC1O. BY DWS aaF. at LFS ORAWMO uo.: FL- 6478.1 SFIFE( B OF 10 0 i 3 0 m 3 0 00 0 4L 6 0 • Projects \Project Folders \Prof MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT bWt W2 GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN - MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH = W! f W2 2 woop. + ": SILVERLINE 2728 STRUCTRUAL BEAM M ULUON LOAD TABLE (PSF) 'SCREW ,' - TRIBUTARY WIDTH ANCHORS \26 / 30" 32° 34" \36° 38" 40° 42" 44" 48" 48" 60" 62" z N 2 2 5 74" 8 82.8 77.7 73.1 6. 85.4 62.1 59.2 56.5 54.0 51.8 49.7 47.8 72" 93.8 87.5 82.0 77.2 72.9 89.1 65.6 62.5 59.7 57.1 54.7 52.5 50,5 70" 99.2 92.6 86.8 81.7 77.1 r 73.1 69.4 66.1 63.1 60.4 57.8 55.5 53.4 88" 100.0 96.1 92.0 86.6 81.8 _ 77.5 73.6 70.1 66.9 64.0 _ 61.3 58.9 56.6 66" 100.0 100.0 97.6 91.9 86.8 82.2 - 78.1 74.4 71.0 67.9 '651 82.5 60.1 64" 100.0 100.0 100.0 97.7 92.3 87.4 83.1 79.1 75.5 72.2 69.2 66.4 63.9 62" 100.0 100.0 100.0 100.0 98.4 93.2 88.5 84.3 80.5 77.0 73.6 70.8 68.1 60" ' '100.0 100.0 _ 100.0 100.0 100.0 99.5 94.5 --1 90.0 85.9 82.2 78.8 75.6 72.7 58" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.3 92.0 88.0 84.3 80.9 77.8 66" !0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 94.4 90.4 88.8 83.5 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 97.2 93.4 89.8 ( , 1!) 100.0 100.0 1040 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 ` 00.a... 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 48" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - 100.0 100.0 100.0 46" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44" 100.0 100.0 100.0 190.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 42" 100.0 100.0 100.0 100.0 + - +. 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 � ' 100.0 100.0 100.0 100.0 i.` 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .4, 100.0 100.0 100.0 100.0 _ 100.0 100.0 180.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '.' _ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ' 100.0 100.0 100.0 1040 100.0 100.0 100.0 _ 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 1040 100.0 100.0 1040 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 1040 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ' 24" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - 100.0 100.0 100.0 100.0 100.0 Wt II W2 GLAZING ': PRODUCT GLAZING PRODUCT MULLION SPAN AIdV 7d° GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULE ION LOAD TABLE; 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. h rm 66303 2/ 0/09 °^'�• N.T.S. 080. 96 DWS a 6. 9?( LFS 00.8x0 066 'FL- 8478.1 SHEET 9 Of :IQ. 3 2 0 2 0 a 5 0 a N P$A • Prof ett$Wrolerl Bolan \Prol 1101 • 1200\p11155 \D. RWBC Drawings \FL•B97B1FL•B I 7.675' 2.25" --..1 2.25" I 2.25" —1---- 0 0 0 0 0 0 o 0 0 0 0 0 0 U 0 MAT'S: 6063 -T6 FOR N10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING N , I MULLION ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING 4' 2728 MULLION MAT'S: 6063 -T6 e (10) #12 x 1 -1/2" WOOD SCREWS 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ANCHOR TO 2X STUD 2 gR TO 2X Buck USING 112 X 1 -1/2" W000 SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 CONCRETE SCREWS " SEE NOTE 1 • ta- ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 z o to m W USING 1 4 X 2 -1 4° CONCRETE SCREWS SEE NOTE 1 BASIC MULLION BRACKET ANCHORI 272E BRACKET SHOWN MUWON 18 X 3/4" SELF (10) /10 X 3/4" TAPPING SCREW SHE METAL SCREWS MULLION NOES 1. CONCRETE SCREWS ARE 1/4" OW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4', A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR MULLION TO MULLION 0 a A U UO 0 zz rn 0 boo. 2/ 0/09 N.T.S. ow0. EY, OWS 06. eft LFS DR'600 x0.: FL- 8478.1 '46.0 10 or 10 8 n 3 m 3 m n tD 1 7.670 r-- 2.25° --r-- 2.25" --- -. - -- 2.25° —^I I O o 0 , I MULLION ANCHOR BRACKET 50 -2728 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING 4' 2728 MULLION MAT'S: 6063 -T6 e (10) #12 x 1 -1/2" WOOD SCREWS 2X MATERIAL SPRUCE - PINE -FIR SG =0.42 OR BETTER ANCHOR TO 2X STUD 2 gR TO 2X Buck USING 112 X 1 -1/2" W000 SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 (4) 1/4" x 2 -1/4" CONCRETE SCREWS. SEE NOTE 1 CONCRETE SCREWS " SEE NOTE 1 • ta- ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 z o to m W USING 1 4 X 2 -1 4° CONCRETE SCREWS SEE NOTE 1 BASIC MULLION BRACKET ANCHORI 272E BRACKET SHOWN MUWON 18 X 3/4" SELF (10) /10 X 3/4" TAPPING SCREW SHE METAL SCREWS MULLION NOES 1. CONCRETE SCREWS ARE 1/4" OW BUILDEX CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 -1/4', A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". ANCHOR MULLION TO MULLION 0 a A U UO 0 zz rn 0 boo. 2/ 0/09 N.T.S. ow0. EY, OWS 06. eft LFS DR'600 x0.: FL- 8478.1 '46.0 10 or 10 8 n 3 m 3 m n tD 1