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WS-12-2065Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184560 Permit Number: WS -10 -12 -2065 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: MARIN - CASTANO, MARIA Job Address: 63 NW 103 Street Miami Shores, FL 33150 -1233 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 1121360131100 Phone: 954 -979 -2137 Building Department Comments REPLACE 8 IMPACT GLASS SIZE FOR SIZE Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 184557. CREATED AS REINSPECTION FOR INSP- 182775. CREATED AS REINSPECTION FOR INSP- 181017. Expose anchors for mullian connections. Photos provided are not for this project. NB February 01, 2013 For Inspections please call: (305)762 -4949 Page 22 of 45 ''' l 40 A ° CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDmYr) 02/27/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 1 -866- 966 -4664 Marsh USA Inc. homedepot.certrequeat@marah.com Two Alliance Center, 3560 Lenox Road, Suite 2400 Atlanta, GA 30326 Fax (212) 948 -0902 CONTACT NAME: PHONE FAX (p/C. No. Extl• (A/C. No): ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURERA: Steadfast Ias Co 26387 INSURED THD At -Home Services, Inc. d /b /a The Home Depot At -Home Services 3200 Cobb Galleria Parkway Suite 200 Atlanta, GA 30339 INSURERS: Illinois Nati Ina Co 23817 INSURERC: 03/01/13 INSURERD: $ 9,000,000 INSURERS: $ 1, 000, 000 INSURER F : $ EXCLUDED 25776344 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR wvn POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYYI LIMBS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 0L04887714 -02 03/01/12 03/01/13 EACH OCCURRENCE $ 9,000,000 PREMISES SES (E occurrence) $ 1, 000, 000 MED EXP (Any one person) $ EXCLUDED CLAIMS -MADE X OCCUR PERSONAL &ADVINJURY $ 9,000,000 X LIMITS OF POLICY X3 GENERAL AGGREGATE $ 9,000,000 X OF SIR: $1M PER OCC PRODUCTS - COMP/OP AGG $ 9,000,000 GEN'L AGGREGATE POLICY LIMIT APPLIES JECT PER: LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) _$ $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABIU Y Y / N ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? N (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N /A WC019 7 3 6 9 17 (FL) 03/01/12 03/01/13 X l I WCSTATU- I TORY LIMITS I OTH- _ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1, 000, 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) BOYSIE GANGA RAMDIAL - CRC046858 TIMOTHY DALE BOLING - CRC1327831 BOYD A LIPHAM - CCC1325818 EDWARD LYNN GUXLLORY - CGC1507093 QUINN M ROBERTS- 000058327 EDUARDO ESCUZA - CGC1518835 MICHAEL JAMES HOLEVA - CCC1325540 WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA MIAMI SHORES VILLAGE BUILDING DEPT. 10050 NE 2 MIAMI SHORES, FL 33138 I AVE. USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 1, ✓ l ACORD 25 (2010/05) Jthornton_hd 25776344 ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 11 I2- , C-anen. 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 Permit Type: JOB ADDRESS: 63 NW 103rd Street AMMEEVS1 OCT 3 1 2O11. n v. m�9 ®ea- FB�.C20 f Permit No. V i id1 O(c5 Master Permit No. ROOFING City: Miami Shores County: Miami Dade zip: 33150 Folio/Parcel #: 11 -2136- 013 -1100 Is the Building Historically Designated: Yes NO X Flood Zone: No OWNER: Name (Fee Simple Titleholder): Maria Castano Phone #: 786- 282 -0432 Address: 63 NW 103rd Street City: Miami Shores State: FL zip: 33150 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: The Home Depot at Home Services Phone #: 954-271 -1403 Address: 674 S. Military Trail City: Deerfield Beach State: FL zip: 33442 Qualifier Name: Boysie Ramdial Phone#: 654- 271 -1403 State Certification or Registration #: CRC046858 Certificate of Competency #: Contact Phone#: 954- 271 -1403 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 7,596 Square/Linear Footage of Work: 1,625 Type of Work: ❑Addition lAlteration ONew ORepair/Replace ODemolition Description of Work: Replace 8 impact glass windows size for size Color thru tile: ************* ***** ****m**************** Fees******** ** *** * * * ** ** * **** ******* * * *** ***** ** 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 $ l 1. on •2o R 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 CONDMONERS, ETC OWNER'S A} IDAVIT: 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. Signature1� Owner or Agent Contractor The foregoing instrument was acknowledged before me this 25- The foregoing instrument was acknowledged before me this25 day of ®e-T , 201 2-, by $ E (24901011)-(-- , day of 06.7 , 20 2 by 130 \./ 1 e A W1 p I t) who i personally know o me or who has produced who • wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ROBERTS ARY P>A3LIO STATE OFFLORIDA Commit ardimAt 16 APPROVED BY )7Z" 1'/o /14 Plans Examiner NOTARY PUBLIC: Sign: Print: 12 1-0- WOW-0 My Commission Expires: ARY PUBLIC TE OF FLORIDA Wang MO*102 Eq* 3012'!6 Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) LIMITED POWER OF ATTORNEY BE IT KNOWN, that M a i-" I A (.A S7 - o ( "Principal") has made and appointed, and by these presents does make and appoint THD At- Home Services, Inc, d/b /a, The Home Depot At Home Services and/or its agent /3®v S,'c le4 .— ae , is true and lawful Attorney -in -Fact for him/her afid in his/her name, place and stead, for the following specific and limited purposes 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 permit for home improvements on behalf of the homeowner(s) .44Q 1.4 CA s +4 and for the property located at: d3 AB /v3 5/ g31� Q ; 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 specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 2 9 day of Sept" , 20 /2. Signed, sealed and delivered in the presence Witness Witness STATE OF . 1Y/14a1- COUNTY OF eit. ) I, a Notary Public in and for the State of Florida, do hereby certify that "ii 4-/z/31/ , who is either ( ) personally known to me, or () who provided (R/'i . L� S-e... as identification, appeared before me this day in person and acknowledged that he /she signed, sealed and delivered the said instrument as his/her free and voluntary authorized for the uses and purposes herein set forth. GIIyEl , under my hand , 20 /2- My commission expires: Permit Authorization 5 -20 -08 and official seal this this day of Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2012 0 112 ft This map was created on 10/24/2012 4:00:53 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 2136- 013 -1100 Property: 63 NW 103 ST Mailing MARIA E MARIN CASTANO Address: JTRS Living Units: JOSE D MARIN CASTANO Adj Sq Footage: JTRS Lot Size: 63 NW 103 ST MIAMI FL Year Built: 33150 - Property Information: Primary Zone: 0800 SGL FAMILY - 1701 -1900 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,625 Lot Size: 9,150 SQ FT Year Built: 1939 $50,000/ $98,489 MIAMI SHORES SEC 5 City: PB 10 -47 LOT 19 & E1/2 $50,000/ $99,155 LOT 18 BLK 124 LOT Legal SIZE 75.000 X 122 OR Description: 19069 -2692 04 2000 1 COC 25043 -3601 09 2006 1 OR 26898 -2548 0409 12 Assessment Information: Year: 2012 2011 Land Value: $40,484 $40,484 Building Value: $108,005 $108,671 Market Value: $148,489 $149,155 Assessed Value: $148,489 $149,155 Exemption Information: Year: l 2012 2011 Homestead: jl $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2012 2011 $120,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $98,489 $50,000/ $99,155 County: $50,000/ $98,489 $50,000/ $99,155 City: $50,000/ $98,489 $50,000/ $99,155 School Board: $25,000/ $123,489 $25,000/ $124,155 Sale Information: Sale Date: 4/2009 Sale Amount: $120,000 Sale O /R: 26898 -2548 Sales Qualification Description: Deeds to or from financial institutions View Additional Sales http: / /gisims2. miamidade.gov /myhome /printmap.asp ?mapurl = http: / /gisims2.miamidade. g... 10/24/2012 04/09/2012 - 4:42pm gabrlels F:101 Project FIIesL2010- MPS1400 Wind Charts\ Reference \00- MP510.400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof DESIGN PRESSURES PSF) - ZONE 4 Roof Tribute Area S. Ft Tribute Area • Ft Height 15 20 25 30 35 40 45 ' N� ' 42.4 41.6 41.1 40.6 - 46.4 s (yam -45.2 Jj +39.0 0 -15J ��:�: '''wvvvv11"'''�ddb����! +39.0 +38.2 +37.7 +37.2). +36.1 0 -54.4 -52.2 o - 49.5 Krr - 47.7 - 47.0 -46.4 43.0 -42.2 -41.6 -41.1 16 ft +37.7 +39.5 +38.8 +38.2 +37.7 I -55.1 -52.9 -51.4 -50.2 - 49.2 44.6 -43.5 -42.8 -42.2 -41.7 -4 +40.0 +39.3 +38.2 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 -52.0 `chi, .„ - 49.8 18 ft -45.1 +41.6 -44.0 +40.5 -43.3 +39.7 42.7 +39.1 -42.2 +38.6 +40.5 E �' +38.6 +38.2 - 45.7 - 44.6 - 43.8 - 43.2 - 42.7 -42C -52.6 .., 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +40.2 +39.6 +39.1 20 ft -46.2 42.6 -45.0 +41.4 -44.2 +40.6 - 43.6 +40.0 - 43.1 +39.5 - 42.7 +39.1 - 42.3 +38.7 - 42.0 +38.4 -41.7 +38.1 21 ft -46.6 43.0 - 45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +393 - 42.8 +39.1 - 42.4 +38.8 -42.1 +38.5 22 ft - 47.1 +43.4 - 45.9 +42.3 -45.1 41.5 - 44.5 +40.8 - 44.0 +40.3 - 43.6 +39.9 -43.2 +39.5 - 42.8 +39.2 -42.6 +38.9 23 ft - 47.5 +43.8 - 46.4 +42.7 -45.6 +41.8 - 44.9 +41.2 - 44.4 +40.7 - 44.0 +40.3 - 43.6 +39.9 - 43.3 +39.5 -43.0 +39.2 24 ft - 48.0 +44.2 - 46.8 +43.1 -46.0 +42.2 - 45.3 41.6 - 44.8 41.1 - 44.4 +40.6 -44.0 +40.2 - 43.6 +39.9 -43.3 +39.6 25 ft - 48.4 +44.6 - 47.2 +43.4 -46.4 +42.6 - 45.7 41.9 - 45.2 +41.4 - 44.7 +41.0 -44.4 +40.6 -44.0 +40.2 -43.7 +39.9 26 ft -48.8 45.0 -47.6 +43.8 -46.8 +42.9 - 46.1 +42.3 - 45.6 +41.8 - 45.1 41.3 - 44.7 +40.9 -44.4 +40.6 -44.1 40.3 27 ft -49.2 +45.3 - 48.0 +44.1 -47.1 +43.3 -46.5 +42.6 - 45.9 +42.1 - 453 41.6 - 45.1 41.2 - 44.7 +40.9 -44.4 +40.6 28ft -49.5 -48.3 - 47.5 - 46.8 -46.3 43.4 QV 'i'� iisL� " /r 45.7 +443 +43.6 +43.0 +42.4 'z?' - 56.27;i',' ^- LIU 29ft - 49.9 +46.0 - 48.7 4 4.8 - 47.8 +43.9 - 47.2 +43.3 -46.6 +42.7 +43.8 { . ` . x :"t°. c-w('* 'Y. ,' 30ft +46.3 +45.1 +44.3 +43.6 +43.0 -56.6 +43.3 -55.3 +42.6 ,,„� -53.3 41.6 I. 32ft 51.0 +47.0 -49.7 +45.7 -48.8 +44.9 -48.2 +44.2 -47.6 43 6 -557 ® -53.7 � mi..' : ,.. � 35 ft 51.9 47.9 -50.7 +46.6 49.8 45.7 49.1 4 5.0 485 4 +44.5 + 1 ! �VNIIrdi 40ft -53.4 49.2 -52.1 +47.9 -51.2 47.0 -50.5 +46.3 -49.9 +45.7 -49 +45.2 ;,�°'„,br(mT -53.3 -52.6 45 ft -54.8 +50.5 -53.4 +49.1 -523 +48.2 -51.7 +47.5 -51.1 +46.9 -50.6 +46.4 -50.2 +45.9 - 49.8 +45.5 -49.5 45.2 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 47.9 -51.8 +47.4 -513 +47.0 -50.9 +46.6 -50.6 +46.2 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 -53.4 +48.9 -52.8 48.4 -52.4 +47.9 -52.0 +47.5 -51.6 47.1 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 Z%12 a 0 z m z 0 8 3 In REMARKS DRWN CHKD EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PSF - ZONE 5 Roof Tribute Area • Ft j . 15 25 30 35 40 45 50 ° -513 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 -45.8 -45.2 Jj +39.0 +38. +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 -54.4 -52.2 o - 49.5 - 48.6 - 47.7 - 47.0 -46.4 -45.9 40.6 +393 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 '- -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 _ 41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 -48.8 - 48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 57.6 -55.3 -53.7 no " T: -48.6 21 ft 43.0 +41.9 +41.1 i'rP "'i]}j 111 4 +38.5 22ft -58.1 +43.4 -55.8 42.3 -54.2 41.5 �Ir�, ,c : ` ., ii ± '{ -49.0 +38,9 23 ft 43 8 +42.7 41.8 j L ' .p•„ J ' I s • • , R , 39 2 -59.2 -56.9 -55.2 -5 r -50.0 24 ft +44.2 +43.1 +42.2 +41.6 +39.6 -59.7 -57A -55.7 ■ _ • 25ft 44.6 43.4 42.6 iisL� " /r =RI�^ -60.2 -57.8 - 56.27;i',' yyf ' -50.8 26 ft +45.0 +43.8 +42.9 40.3 27 ft -60.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 41.6 -52.5 +41.2 -51.8 +40.9 -51.2 40.6 -61.2 -58.8 -57.0 -557 -54.6 -53.7 -52.9 -52.2 -51.6 45.7 443 +43.6 43.0 +42.4 +42.0 +41.6 41.2 +40.9 -616 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 412 62.1 -59.6 -57.9 -56.5 -55.4 -543 -53.7 -53.0 -52.4 11121 +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 41.8 41.5 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 44.9 +44.2 +43.6 43.2 +42.7 +42.4 +42.1 .. -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -54.1 +47.9 46.6 +45.7 +45.0 44.5 +44.0 +43.6 43.2 +42.9 Ell65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft -67.6 +503 -64.9 +49.1 -63.0 48.2 -61.6 +473 -60.4 46.9 -59.4 46.4 -58.5 +45.9 -57.7 45.5 -57.0 45.2 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 48.5 -613 +47.9 -60.7 +47.4 -59.8 47.0 -59.0 +46.6 -58.3 +46.2 55 ft -70.5 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +493 -63.0 48.9 -613 +48.4 -61.0 +47.9 -60.2 +473 -59.5 +47.1 60 ft 71.8 +53.6 -69.0 +52.2 -67.0 +51.2 - 65.4 +50.4 -64.1 49.8 -63.1 +49.3 - 62.1 +48.8 - 61.3 +48.4 -60.6 48.0 DATE INIT ISSUE GSS TSB 03/05/12 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. 'ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXP E'C ENCLOSE' T R , FLATTERRAIN INST'.. -i7`u 1. TABLE DEFINED STH- e USE bF 2. TALE - ( (iLE . • O� 3. TAB L[• LESS THAN 9° 4. IDE FY . -8 CANNOT BE3ID - N 5. ALWAYS 6. CALCULATE T THE SPAN LEN H,(44 THAN ONE - THIRD ;e.. OPENINGS ONLY - AREA OF AN OP BE USED. ALWAYS RO TRIBUTARY AREAS TH � :� SH `D, : • -r' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONS-0F 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. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. 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. MRH <_60' BASED ON Kd = 0.85 RST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES EER AS A SITE SPECIFIC CONDITION. HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. OP ING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ,. ` -_ °THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY I!!- CRITICAL (10 SQUARE FEET) SHALL .W!O THE LESSER TABLE VALUE. FOR LARGER GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. 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 (GCp1 = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. 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. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. NG WIND VELOCITY, EXPOSURE, AND OTHER ND VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE USE OF THESE TABLES AND COR COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR g� a= 10% OF r �e71 ra i•4L -T a.. �'4. RH, WHICHEVER IS SMA P s Ke QF LEAST HORIZONTAL DIMENSION OR 3FT (1 41, QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED, WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 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 AC86HPS DH Windows FL 14996.8 Mullion Bars FL 6067 -R4 6 131\1 Qyd.\.� Mean Roof Hei Roof Slope Mullion 4j5L6 7 Back Door 36x61.75 38x61.75 38x61.75 Combined DP +36.1/ -39.5 Combined DP +38.2/ -50.0 36X48.5 36X48.5 +40.1/ -43.4 35.75X50.625 Entry 3 Mullion 25.5X49.5 +40.1/ -53.6 36X50.25 +40.1/ -53.6 Building Width 60' Building Length 80' 8 (06 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND MINTY RULES AND REGULATIONS Florida Building Code Online Busines Profess Regulation BCIS Home p Log In User Registration Hot Topics MEMIZERIESSMEEI Product Approval USER: Public User • Page 1 of 3 Submit Surcharge I Stets & Facts ( Publications FBC Staff £ BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application Ust > 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 FL14996 New 2010 Approved 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 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw @rwbidgconsultants.com Vivian Wright rickw @rwbldgconsultants.com Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,w?` Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL14996 RO COI Certificate Of Independence.odf Standard AAMA/ W DMA/CSA101 /I. S.2/A440 AAMA/ W DMA/CSA101 /I. S.2/A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 Year 2008 2005 2002 2002 1994 http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx` Iparam= wGEVXQwtDquZRj59 %2fDrx2... 6/5/2012 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 11/18/2011 12/22/2011 12/28/2011 01/31/2012 Page of 3 Summary of Products 11FL # 1114996.1 Model, Number or Name Description 1 a. Series 8500/9500 Model 8520/9520 Extruded Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No 1 Design Pressure: N/A Other: See INST 14996.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.1.odf Created by Independent Third Party: Yes 14996.2 b. Series 8500/9500 Model 8501/9500 Extruded Vinyl Reinforced Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A Other: See INST 14996.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars.. Installation Instructions FL14996 RO II INST 14996.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.2.pdf Created by Independent Third Party: Yes 14996.3 c. Series 8500/9500 Model 8501/9500 Extruded Vinyl Reinforced Tilt Double Hung Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.3.pdf Created by Independent Third Party: Yes 14996.4 kl. Series 1200 Model 1200 Extruded Vinyl Tilt Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14996.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.4,odf Created by Independent Third Party: Yes 14996.5 e. Series 3000/3900 Model 3001/3901 Extruded Vinyl Double Hung Window with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1i Impact Resistant: No Design Pressure: N/A Other: See INST 14996.5 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL14996 RO II INST 14996.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.5.pdf Created by Independent Third Party: Yes 14996.6 F. Series 3000/3900 Model 3002/3902 Extruded Vinyl Twin Double Hung Window with Nailing Fin (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in HVHZ: No Approved Impact Resortant: Nuotside HVHZ: Yes Installation Instructions FL14996 RO II INST 14996.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes http : / /www.floridabuilding.orgfpr /pr app_ dtl. aspx? param= wGEVXQwtDquZRj59 %2fDrx2... 6/5/2012 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: See INST 14996.6 for Design Pressure Ratings, FL14996 RO AE EVAL 14996.6.ndf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Page 3 of 3 14996.7 g. Series 3000/3900 Model 3003/3903 Extruded Vinyl Triple Double Hung Window with Nailing An (Integral Mull w Continuous Head and Sill) Limits of Use Approved for use in Approved for use outside Impact Resistant No Design Pressure: N/A Other: See INST 14996.7 any additional use limitations, HVHZ: No HVHZ: Yes for Design Pressure Ratings, installation instructions Installation Instructions FL14996 RO II INST 14996.7.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.7.pdf Created by Independent Third Party: Yes Ti pr rticulars. 14996.8 h. "WeatherStopper'TM" Series a 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window Limits of Use Installation Instructions FL14996 RO II INST 14996.8.pdf A. roved for use in HVHZ: Yes "•i Apocoit -v ..• ._ outside t�HZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.8.pdf Impact Resistant: Yes '7 Des g Pressure: A Other: See INST 14996.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars Created by Independent Third Party: Yes 14996.9 i. °WeatherStopper "" Series 9500 - Model 9500 Extruded Vinyl Tilt "Impact" Double Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14996.9 for Design. Pressure Ratings, any additional use limitations, installation instructions and product particulars Installation Instructions - FL14996 RO II INST 14996.9.pdf Verified By: Lyndn F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14996 RO AE EVAL 14996.9.pdf Created by Independent Third Party: Yes I Back I Next Contact Us :: 1940 North Monroe Street. Tallahassee R. 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Copvriaht 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accept http: / /www.floridabuilding.org/pr /pr_ app_ dtl. aspx? param= wGEVXQwtDquZRj59 %2fDIx2... 6/5/2012 ver Line WINDOWS 1)(1014$ 0 • an Andersen Company 1 SILVERUNE DRIVE,. NORTH BRUNSWICK, NJ 08902 " WEATHER STOPPER " SERIES 9500 / MODEL 9500 EXTRUDED VINYL TILT DOUBLE HUNG WINDOW GENERAL NOTES "IMPACT' 1. This product 1x been evaluated and Is in compliance with the 2010 Florida Building Code fFBCI structural requirements including the ligh Velocity Hurricane Zone" (NMI. 2. Product anchors shall be as listed and spaced os shown on detaits. Anchor embedment to base mahartal shall be beyond wag dressing or stucco. 3. When used In the 'ma' this product complies with section 1626 of the Florida Building Code and does not require an impact reVslant covering. 4. When used hi areas outside of the HVJ1 requiring wind borne debris protechon this product comforters with Section 1609.1.2 of the FBC and does not require an Impact resistant covedng. This product rreets missile tevel "Er and Includes Wind Zono 4 as defined in ASTM E)996. 5. Far 2x stud framing construction, anchoring of these units shall be the some as that shown for 2k buck mosorsy construction. 6. Site conditions that deviate tom the details of this drawing require further engineering analysis by a licensed engineer or registered orchitect. 7. This product meets wafer tretrutIon requiremortis for TAKE OF CONTE1113 SONO DISCRIMCIN I typical elevaliore, design pressures & general notes 2 ¥eca1&hoilon1d cross sections 3 Vertical cross sections Buck & frame anchoring 5 6 1. m Lcomponenls�ld detol s 56.25 MAX. OA. WIDTH • ______ RANGE TO FLANGE 542.7 MAX O.A. FRAME WON • /// X width & height occur on afferent mils. am 12 96 11 wag. N.T.S. DR0511; FL-14996.8 0 IONA , :16.1.11 , ,81'11■VOffigliM: 2.X BUCK MASONRY OPENING 4'- satostvais BUCK ANCHORING 1 RX FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a afferent supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. It concrete screw locations noted as "MAX. ON Caffr-fr must be eluded to maintain the minimum edge distance to mortar Joints, additional concrete screws may be required to ensure the maximum on center olmenslon b not eaceeded. 3. Concrete anchor table: .,,i7.Z,!•::kfi 1*•,.:g ' ... '"' .". ' ..” .. ... :. i :0,,,' • ; 4:,,,...i.S.' :7,4,,,, 11ff 'i ... • . . ie ,..,...,;:.1:,,,,,,..;,,,,,:i::::::-,"::•,:::P:44:'&; _ _ . , ,,..,, - - „ . : ...,,::::•,•:::. • . .74,F,r,....1 :4,7!..7..F: ..4.. , .„:":;11111.1111011110101011111111111111.11.19;- .,,--- . , • • . 2/ /1 N. eft KK Fl-14998.8 'mart —4— or-k- 0 WPM / LOWER UFTING RL ; 4' ad 0 HEAD ADAPTER 1st 10WER SASH TOP RAO- C)811.1 ADAPTER 1 v SCAM N.T.S Dwr ICK vir . DIG P.O., F1.-14996.8 0 BILL Of MATERIALS MMENAL A IX BUCK SG >. 0,55 WOOD 2X BUCK SG )*. 045 WOOD 910 X 1-1 /7' PFH WOOD SCREW SEE D 1/4°X 2-3/4° ELCO OR ITY1 CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO ACI 301011 HOLLOW BLOCK CONFORMNG TO ASTM C90 1/4° X 3-1/ir ELCO OR 1TW PFH CONCRETE SCREW CONCRETE G 1/4"MAX SHIM SPACE WOOD 1/4°2-J/4 ELCO OR ITW P111 CONCRETE SCREW STEEL EXTRUDED PVC MAI1 FRAME HEAD /JAMB 052-8601 PVC EXTRUDED PVC MAIN FRAME SILL #52-8931 • W HOLE cove 114 000-492-021 EXTRUDED PVC GLAZING BEAD 1152-7217 ° PVC POLYMER PVC 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL 452-8507* PVC 7 EXTRUDED PVC UPPER SASH STILES 8524504 ° PVC 8 EXTRUDED PVC LOWER SASH TOP RAIL 952-8508 • PVC 9 EXTRUDED PVC UPPER / LOWER LONG RAIL 952-8506 • PVC 10 EXTRUDED PVC LOWER SASH STILES 9524505 • PVC 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC 12 HEAVY °INTIK LATCH KEEPER 912-9513 13 9$ X 3/4" PFH SCREW ZINC PLATED STEEL STEEL 14 90.32 X 1/2° PPH MS STEEL 16 WEATHER STRIp PILE Wind X .270, W2I275NW BY ULTRAFAB 17 WEATHER STRIP PILE W/FIN .270 X .190, w21195NW BY ULTRAFAB 18 WEATHER STRIP 0-LON U-3333-000 BY SCHIGLE 19 UPPER SASH LATCH pvc 20 GLAZING COMPOUND PURFECT GLAZE 34-937 NATIONAL STARCH & ADHESIVE SILICONE 21 TOP SASH POLYMER TILT LATCH PLASTIC 22 TOT, SASH Pivot STEEL 23 BOTTOM SASH HEAVY DUTY TR LATCH 912-95111-R PLASTIC BOTTOM SAS1-1 HEAVY DUTY PIVOT 912-9514R-L STEEL 28 98 X 1° PFH SCREW 31 32 #6% I° PRI SCREW ZINC PLATED SASH LOCK ASV (DIE CAST ZINC ALUMINUM) SASH ocK meet giNc CAST) 33 REINFORCING BAR 951-8567 STEEL KEEPER RAIL & STILE REINFORCEMENT 950-8546 ALUMINUM 35 UFT RAIL REINFORCEMENT 950-8568 LOO: RAIL REINFORCEMENT 950-8567 ALUMINUM ALUMINUM 37 HEAD ADAPTER 950-8563 ALUMINUM SILL ADAPTER 950-8564 ALUMINUM 18 X r PPH SCREW ZINC PLATED. 43 GLAZING SPACER * THE APPROVED ma RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERRFICATION PROGRAMS FOR RIGID PVC EXTRusioNts°. 0 4;440 I° Florida Building Code Online BCIS Horne Log In User Registration Buslrles Professi Regulation ■Aconti p: R.?xiu €a-e:aii Product Approval USER: Public User Page 1 of 4 Hot Topics 1 Submit Surcharge Stats & Facts 1 Publications 1 FBC Staff BCIS Site Map 1 Links Search Emu`ct A—. noroval Meng > Product or Application Search > Application Lis > 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 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 (732) 435 -1000 rickw@rwbIdgconsultants.com Craig Calderon rickw @rwbldgconsultants.com 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 12i Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. !(21 Validation Checklist - Hardcopy Received FL6067 R4 COI certificate Of Indeoendence.odf 1715.5.5 http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param =wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/21/2011 02/02/2012 02/12/2012 04/03/2012 Page 2 of 4 Summary. of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.1 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.1 .odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.1.odf Created by Independent Third Party: Yes 6067.2 b. Series 7537 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings , Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -tome debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes- Evaluation Reports FL6067 R4 AE Eval 6067.2.odf Created by Independent Third Party: Yes 6067.3 c. Series 2723 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.3.odf Created by Independent Third Party: Yes 6067.4 d. Series 2724 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -bome debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Installation Instructions FL6067 R4 I1 INST 6067.4.odf Verified. By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.4.odf Created by Independent Third Party: Yes 1 http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param =wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 Ilorida Building Code Online Page 3 of 4 Zone 4" as defined in ASTM E1996 -02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4° as defined in ASTM E1996 -02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.5.odf Created by Independent Third Party: Yes 6067.6 f. Series 2723 Structural Beam Transom Mullion "Impact' Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved f o r use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the. Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. Installation Instructions FL6067 R4 I I INST 6067.6.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.6.pdf Created by Independent Third Party: Yes 6067.7 g. Series 2724 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -bome debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. Installation. Instructions FL6067 R4 I I INST 6067.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created -by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.7.pdf Created by Independent Third Party: Yes 6067.8 h. Series 2728 Structural Beam Transom Mullion "impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non- impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No ' Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other. When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.8 for any additional use limitations, design pressure ratings on instructions. Installation Instructions FL6067 R4 I I INST 6067.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.8.odf Created by Independent Third Party: Yes 6067.9 i. Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non- impact window products in Masonry or Wood Openings Li a of ti ** Installation Instructions FL6067 R4 11 INST 6067.9.pdf JHVHZ: Yes Approved for use in HVH Approved for use u e •VHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Impact Resistant: Yes http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgs4Yr43ec4OR5n... 6/5/2012 Florida Building Code Online Page 4 of 4 Design Pressure: NIA Other: When used in the "HVHZ" requiring wind -bome debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. Evaluation Reports FL6067 R4 AE EvaI6067.9.pdf Created by Independent Third Party: Yes I Bad( I Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Convricht 2007 -2010 State of Florida. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public - records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteres bor.state.fl.uq. Product Approval Accepts: httpJ /www:floridabuilding.org/pr /pr app_ dtl. aspx? param =w6EVXQwtals4Yr43ec40R5n... 6/5/2012 ci.t'1 1 IIE C'st;°.C'i Company 1 SILVERUNE DRIVE, NORTH BRUNSWICK, NJ 08902 STRUCTURAL BEAM MULLION 2723, 2724 & 2728 °IMPACT' 2723 GENERAL NOTES: 1. fhb product has been evaluoted and Is In corm/lance with the 2010 Flortdo Bulidtrng Code (FBCj structural requirementsinduding the'34gh Velocily Hurricane Zone. 2. When used hn the 91VHP, Inds product corrpies with Secflon 1609.1.2 of the PBC and does nal require an Impact resistant coveibsg. 3. When used In miens outside the HVNi° requifing Wand borne debars protection, this product compiles with Section 1609.12 of the FBC and does not require an Impact radiant coverUig. mis product meets missile Ieve19P and includes Wl nd Zone 4 as defined in AVM E 1996. 4. Wood buds by others, nwst be anchored properly to transfer bads to the sdnreture and be reviewed by the Building Ofcial. 5. MuMon cinched embedment to base materiel shad be beyond wall dressing W stucco. 6. Separate product approvab Mt each glazing product used with these mullions most be submitted along wills this mulen product approval. 7. Ancheuing of each glaring product to the mullion shall be as shown In each hrcfvtdual giazrr product approval. 8. Any canalfons natcovered In Bits evaluation are subject to separate Engineering evaluation, 9. Mudion design pressure rating. see appropriate bad rating table sheets as Bated In table of contents. 10, The design pressure rating of the asembty shad be tie lesser of the bad capacity of the =Bon as deterrrdned using This approval or the design pressure rating at the Individual gluing products used. 11. Bounce box dimensions for geometric transom shapes meet be equal to or less than the rectangulor transom olmensions shown herein. 12. Mateo* incluciQng but not Unified to steel screws, that come into contact with other (*similar materlat shad meet the requirements of Seaton 2003.8 of thei8C. 2724 r— MULUONSPAN MAX.* 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION CONFIGURATION HORIZONTAL MULLION CONFIGURATION MAX GOWNS) DIMENSION 13 I04 W2 WI 1� GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION l'A OfrCO T$ t 814608 timid NO el@vztbn$ notes 6. 2724mudbn toad Bottle tor wood screw anchors 2728 mudfon toad tie to concrete screw 7 2724 Whin anchor details & section distal& ....rtabi@ tor wcod screw anchors .• 8 2728= Montoad table tar conuete screw = ='. +. 4 28 motion arnchor .: a i. & section de tills 27.: . n + ,...., idiots +. • •screw .: r . 5 2724 mutionitttad table Por concrete screw attcho ' 10 2728 mvlBan ar tor detofi & dohrls MAX. COMBlidED r ,^ DIMENSION 15104' WI 11— W2. L GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION TYPICAL MULLION CONFIGURATIONS 087. 3 MULLION SPAN MAIL 74" GLAZING PRODUCT GLAZING PRODUCT h MAZING PRODUCT 1 W2 GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN MAX. = 74" ON C RETE SCREW ANCHORS IllikinilLaill1110011111110311111111=11111101111111MIIIIIM110111111111111ZNIIMMINMEIIIMM IIIILEillIllIllLMIMIEUMIIIIIIIIII2EalIllLZNNIIIIIUMIIIILUBIIIIIIIUIIIIIIIILLtllIlIllIll11kkiEill MEM 1111103111111231111111121111111:11111111111W7 MUNN 1112:31111111111LIMILMIIIMIIIIIIIMIKULIN arm 111M11111112311 VIIIMIIIICLIIIIIMMI :11111M111 ,IIIMIIIIIMIIIIMMIIIIILIEMIHEIMINIIIMMIIIIIMIN 11111121111111111M111111M1111111102111 68.0 84.2 KT1 - .0 111123111111111M111111121111111=11111LIMIC11111 111MM 111M11. 11111=11111111h11111- 11111LWIll'ilLAIIIIIIMIMIILIDUILMI- I '1111M11111111120011111MINIKAIIIIIME1111 WAN 03.2 mum imaii , aimumminImm airtammummumiuni - . miarailim 62.4 82. M. 88.0 IIILLIIIIIIKM111111=1111111MIIIMMINGAMILMIIIIIIILVIMI I taa - 11111 itill ez 9 713.8 9.10 6.1 MIEN ::; 11511 IIIEZIIIIIEEXIIIIIIEZZIIIIILILIIIIIIILLIIIXUUIIRIIIIIINEEUIIILCIII 1.7 IILIIIIVESM .IHNEBIEHMEElifill 4:; WHIM MUM! allEZEIIIIIMIMILUI1111112311 111iLMI■ , I inzammuulaumirmaninummcim atwomazi 00.0 imp 400.9 111103111110111111111112111IMMUILMIHILMINUMMINIMIIIIIIMNI RUNE 2723 STRUC RUAL BEAM MU LION LOAD TABLE (PS TRIBUTARY WIDTH 28^ 32" 34" 313" 38" 40" 42" 44" • 48" or sr 34.8 30. 89.8 100.0 100.0 99.9 100.0 63.1 100.0 00.0 99.5 100,0 100.0 100.0 100.0 4 1 .0 .0 .o 40" 100.0 100.0 100.0 7 100,0 100.0 100.0 00.0 100.0 100.0 100. 100.0 too.o • .0 00.0 100.0 100.6 100.0 9 .9 100.0 S .0 100.0 100.0 l .0 100.0 .0 00.0 100.0 1 .0 00.0 00.0 1 .0 :38.8 111103111111MINVICEIN 1 .0 00.0 99.5 .0 06.1 90.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .6 100.0 oo. 100.0 .0 400.0 ,o 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 11 4. 100.0 1 • . 100.0 .0 100.0 100.0 1 0 100.0 100,0 1 • .0 100. 1 .0 0.0 100 . 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .0 100.0 0.0 100.0 100.0 100 .0 0 100.0 100.0 1Y1 + W2 TRIBUTARY WIDTH ...a 2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT irt INEMMILDEM hC1IA.i.11t AAZ A' • 1 41). A.Ti. 100. 1 i ,D 1.1 100.0 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 MIN DETERMINATION. .3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAId. IN THE FIRST ROW OF THE TABLE, LOCATE 'Rif TRIBUTARY MOTH. AT THE INTERSECTION OF THE ROW CONTAINING' THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ 114E MULLION LOAD RATING GIVEN IN PSF, THE MULLION LOAD RATING MUST BE EDUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN 517 1 ABOVE. SECTION TIM MULLION AND FRAMF FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR ser AND SPACING SHAI,1 BE AS SPECIFIED IN 0145 OF THE FOUDWPJG: 1. SUBSTITUTE (1 FOR 1) 1/4"- 14 SELF-DRUM SCREWS FOR THE FASTENERS 14'Y IN ME INDIVIDUAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE fa- 18 PINHEAD SELF-RILLING SCREWS SHOWN • IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15" 0.C. MAX SPACING. THIS SECTION VIEW IS SHOWN MR ILLUSTRATIVE PURPOSES; NOM A MINIMUM OF .3 THREADS OF THE SELF-DRILLING OTHER FRAME SECTIONS OF FLORIO4 APPROVED 144NDOWS SCREWS MUST PROTRUDE THROUGH THE WAII OF THE MULLION. BY SLVERUNE CAN BE USED IN MS FASHION. 100.0 &' 0 3 N. ES. RV LF$ 1' FL-6067.9 $0051 MULLION SPAN MAX. = 74° I- W1 W2 -I GLAZING PRODUCT GLAZING PRODUCT h MULLION SPAN 74° wi W2 VV001) SCREW ANCHORS '1100111111LIIIM 11.55.1 9.4 111211111111MIN 0 .3.4 SILVERLINE 2723 STRUCTRUAL BEAM M ULLION LOAD TABLE (PSF) • • TRIBUTARY WIDTH 8" 3. " 413" 42" 81.2 68.0 Ste 03.0 89.9 100.0 03.2 99.8 70.8 81.9 67.4 72.3 77.0 82.3 88.0 00.0 100.0 72.8 77.7 83.2 64.7 86.9 73.8 78.8 51.4 54,4 69.4 74.8: 08,5 62.4 68.6 71.3 06.9 59.3 63.6 68.0 .0 78.5 47.3 50.2 13.4 66.0 60.8 66.1 45.3 48.1 6 .2 64.0 68.3 62.4 43.8 46.2 49,1 52.4 5.5.9 69.9 41.9 44.4 47. 80.4 53.6 87.8 100,0- 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 109.0 109.0 100.0 109.0 1 .0 100.0 100.0 ,92 30" 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 24" 100.0 100.0 100.0 W2 TRIBUTARY WIDTH WI + g 1g 300.0 100.0 100.0 1'0.0 100.0 100,0 1 .0 100.0 100.0 100.0 100.0 100.0 100.0 1 0.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.6 100.0 900.0 100.0 0. 16m0 100.0 100.0 108.0 100.0 190.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -OAFS 100.0 10.0 00.0 100.0 100.0 100.9 100.0 ".8 100.0 100.0 00.0 100.9 160.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 97.3 100.0 100.0 1',.0 100.0 100.0 100.i NA) 100.0 100.0 100.0 100.0 109.0 100.0 109.0 100.0 NSTRUC170/IS 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, DETERMINE THE TRIBUTARY ID11-1 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 MTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON 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 SECTION THRU MULLION AND FRAME FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED 114 ONE OF THE FOLLOWING: 1, SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR 1IIE FASTENERS 5H0504 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE 18-16 PANHEAD SELF-RIWNG SCREWS sHOWN IN THE INDA4DUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 8° FROM EACH ENO AT 15" O.C. MAX SPACING. THIS SECTION VIEW 15 SHOWN FOR ILLUSTRATIVE PURPOSES: NUM A MINIMUM OF 3 1/1READS OF THE SELF-DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF TIME /JULIAN. BY SILVERUNE CAN BE USED 04 31135 .FASHION. (6) 910 x 1-1/2" WOOD SCREWS .156" 2X MATERIAL E ..12g.%- p:1111E i i-FIFE TIER r 1 n Att(ME132-22iDDID DEMZSME USING 010 X 1-1/2" WOOD SCREWS MULLION ANCHOR BRACKET 272Z MAT'S: 6063-16 FOR W000 SCREW ANCHORING AND MUWON TD MUWON ANCHORING 2723 MULLION MArS: 6063-T6 MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO AS114 090 (4) 1/4" x 2-1/4° CONCRETE SCREWS.— SEE NOTE 1 (4) 1/4" X 1-V4" CONCRETE' SCREWS SEX NOTE I ANCHOR TO MASONRY USING 1/4" X 1-3/4" CONCRETE SCREWS. SEE NOTE 1 101; riti. a USING 1 4. X 2-9 CONCR SCREWS SEE NOTE 1 • 118 X 3/4" SMS MUWON idU1101_ MAT'S: 606.3-16 FOR CONCRETE SCREW ANCHORING BOO OI/O X 3/4" METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" 17W BUILDER CONCRETE SCREWS REQURING A MINIMUM EMBEDMENT OF 1-1/4°, A MOWN EDGE DISTANCE 2722 MCKET OF 2-1/2" AND A MINIMUM CENTERLINE DISTANCE OF 2-1/4'. 11 II U U ,.—MUWON -1/Ls7 ANCHOR MULLION TO muLuqv 7.675 2.25" 2.25. -r_ 2.25" --1 -.) 2723 MULLION MArS: 6063-T6 MASONRY - 3,192 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO AS114 090 (4) 1/4" x 2-1/4° CONCRETE SCREWS.— SEE NOTE 1 (4) 1/4" X 1-V4" CONCRETE' SCREWS SEX NOTE I ANCHOR TO MASONRY USING 1/4" X 1-3/4" CONCRETE SCREWS. SEE NOTE 1 101; riti. a USING 1 4. X 2-9 CONCR SCREWS SEE NOTE 1 • 118 X 3/4" SMS MUWON idU1101_ MAT'S: 606.3-16 FOR CONCRETE SCREW ANCHORING BOO OI/O X 3/4" METAL SCREWS 1. CONCRETE SCREWS ARE 1/4" 17W BUILDER CONCRETE SCREWS REQURING A MINIMUM EMBEDMENT OF 1-1/4°, A MOWN EDGE DISTANCE 2722 MCKET OF 2-1/2" AND A MINIMUM CENTERLINE DISTANCE OF 2-1/4'. 11 II U U ,.—MUWON -1/Ls7 ANCHOR MULLION TO muLuqv L MULIJON SPAN MAX. 74" -1 GLAZING PRODUCT GLAZING PRODUCT -If- GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN _1 MAX. 74" GLAZING PRODUCT SILVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) coNcRETE SCREW ANCHORS 28" 39" su 49.3 2 206 ram 1E1123 lilt Eti 40.1 KIM 34.9 L3:4 Ell 43.1 31.0 4:3'1 Efilliii1111111 111;211111121111K21111 00.2 57.4 11111211111 86. 111111=1111111111001011109111111W311112111111111110.111111 57.6 MILIUMILILIIIIIILLUNIEM111111111=11111111111110:1111111ILMILINI 11111ZUMILIIIIIIIELIBIVIIMIll al/ ELM .0 ElffillE1111191111111111111110111 1 . 100.0 100.0 98.2 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Tr rod 62" 60" 61" 40" 38" 38" 32" 80.6 88.1 92.1 100.0 100.0 1 . 100.0 1 .0 00.0 100.0 100.0 100.0 100.0 00.0 1.1 1 .0 00.0 100.0 100.0 100.0 500.0 100.0 100.0 100.0 100. 100.0 1 .0 100.0 100.0 100,0 00.0 100.0 100.0 34" 43.5 100.0 00.0 100.0 100.0 roo.0 100.0 00.0 1000 38" 41.1 62.1 66.9 71.6 100.0 160.0 100.0 100.0 .o 100.0 000 100.0 100.0 98,2 100.0 100,0 100,0 100.0 100.0 00.0 100,0 ARV WIDTH do" 37.0 100.0 100.0 .0 00.0 100.0 100.0 200.0 42" 35.2 100.0 1 .0 100.0 100.0 100.0 100.0 44" 13.8 .3 64.6 48" 3 .1 48" 30.8 94.2 99.5 100,0 100.0 Si" 28.4 30.9 7 .2 82.0 00.6 136.6 100.0 100.0 1 .0 100.0 1 . 100.0 IT■ III 0 " 100.0 100.0 TRIBUTARY WIDTH W1 + W2 2 .o 00.0 .0 100.0 1 .0 100.0 0 1i,.0 100.0 id A 0'33 100.0 1 . 100.0 6 100.0 .0 58.6 100.0 100.0 ' 0 .0 100.0 . 100.0 0 33.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 260.0 INSMUCTIONS- FOR USE OF THE MULLION LOAD Tag 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPEldING, 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULUON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COW/IN OF THE TABLE, LOCATE THE MULUON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY MOTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. WI) THE MULLION LOAD RATING Mel IN PSF. THE MULLION LOAD RATING MUST E EQUAL 7D OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. SECTION THR MULLION AND FRAME THIS SECTION Wolf 15 SHOWN FOR ILLUSTRATIVE pURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SILVERLINE CAN GE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS 70 THE MUWON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 2) 1/4"-14 SELF-DRILUNG SCREWS FOR THE FASTENERS SHOWN IN ME INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 0-113 PANHEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH ENO AT 15" D.C. MAX SPACING. MitMINIMUM OF 3 THREADS OF THE SELF-DRILLING MUST PROTRUDE THROUGH THE WALL OF THE MULLION. Lf'S FL-6057. sm-r 74_ ori.Q. SILVERLINE 2724 STRUCTRUAL BEAM MULL N LOAD TAB TRIBUTARY WIDTH GLAZING PRODUCT 62.8 57,4 62.4 GLAZING PRODUCT 71,1 75,7 80.6 56.1 92.1 98.8 100.0 100,0 100,0 70.6 75.2 803 86.0 E2.2 59.2 100.0 100.0 100.0 58.6 82.1 662 70.5 76.3 80.6 86.6 100.0 00.0 100.0 900.0 40.8 3 66.4 70.0 75.9 81.4 6. 59.4 03,4 87.0 72.8 56.4 60.2 64.5 66.2 5 4 53.7 57.4 81.4 66.9 48.1 51.3 54.8 58.3 62.9 49.1 51.4 58.1 60,1 47.0 50.2 53,7 57.6 45.1 482 51.6 4'. 43.4 46.3 49,6 63.2 99.1 100.0 GLAZING GLAZING PRODUCT PRODUCT 100.0 106.0 100.0 100.0 00.0 100.0 100.0 100.0 leo 100.0 100.0 100.0 MUWON SPAN MAX. 74° GLAZING PRODUCT GLAZING PRODUCT 14" .0 100,0 101 W2 -1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100 100. 100.0 100.0 100.0 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 00. 100.0 1 .0 00.0 100.0 100.6 00.0 100.0 1 .0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 106.0 100.0 100.0 100.0 100.0 100.0 100.6 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 0 1 0 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TARLE;; I. DETERMINE THE DESIGN WAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2, FOR THE PARTICULAR OPENING, DETERMINE 111E TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE 1748 SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. 114 THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABW, LOCATE THE -TRIBUTARY WIDTH. AT THE INTERSECTION OF 17-18 ROW CONTAINING 7148 MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIOTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RAI1N0 MUST BE EQUAL TO OR GREATER 711411 THE DESIGN LOAD REQUIREMENT DETERMINED 114 STEP 1 ABOVE. I.__ I...., THIS SECTION WW 15 SHOWN FOR ILLUSTRATWE PURPO OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SIVE-RUNE CAN BE USED IN THIS FkSHION. FOR ANCHORING GLAZING PRODUCTS TO THE Mt/WON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED 1N ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4°-14 SELF-DRILL/NG SCREWS FOR THE FASTENERS SHOWN IN THE 1NDIV/DUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 0-18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE- MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 15° 0.0. MAX SPACING. AJAX. A MEOW OF 3 THREADS OF THE SELF--DRILLING MUST PROTRUDE THROUGH THE WALL OF THE MULLION. Porf 0 /03/ 2 zAia N.T.S. U m en; KV LFS FL-6067.9 R.062" (2) R.015 (2) MULLION ANCHOR BRAQICET 2724 MAT'S: 8083—T8 FOR #10 WOOD SCREW ANCHORING AND MULLION 70 MULUON ANCHORING MASONRY 3,192 PSI MIN. CONCRETE CONFORMING TO ACI JO I �R HEILLOW BLOCK CONFORMING TO ASTM C20 (4) 1/4" x 2 -1/4° CONCRETE SCREWS. • SEE NOTE 1 = = = MC = = = = = = = = = = — = = Ca CZ t ; 50-2722 MAT'S; $083—T6 FOR CONCRETE SCREW ANCHORING fILLE2ILIMKELAKINEINfi 2724 BRACKET SHOWN 1. CONCRETE SCREWS ARE 1/4' 17W 81.1/1.0EX /8 X 3/4" SELF TAPPING SCREW CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4", A MINIMUM EDGE DISTANCE . OF 2-1/2° AND A MINIMUM CENTERUINE DISTANCE AtCHOR mull ON TO MLIWQN OF 2-1/4". MULLION gaw, 0/03/ 2 som N.T.S K& Eff: ICV 7.675' ° 2.25' . r- 2.25' 0 = = = MC = = = = = = = = = = — = = Ca CZ t ; 50-2722 MAT'S; $083—T6 FOR CONCRETE SCREW ANCHORING fILLE2ILIMKELAKINEINfi 2724 BRACKET SHOWN 1. CONCRETE SCREWS ARE 1/4' 17W 81.1/1.0EX /8 X 3/4" SELF TAPPING SCREW CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4", A MINIMUM EDGE DISTANCE . OF 2-1/2° AND A MINIMUM CENTERUINE DISTANCE AtCHOR mull ON TO MLIWQN OF 2-1/4". MULLION gaw, 0/03/ 2 som N.T.S K& Eff: ICV MUWON SPAN MAX. 74° GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT --- W1 W2 -- ONCRE.TEP ,....5 G R r vu,.' AN't HORSIIIErillIllIllEAIIIETAIIIIIIIELVNIIIUMUIEY,J1111nIIIIIIIfglltNNIIIEWIIIIIIIIaIII IIMIN 8e.4 80.8 75,8 IMUll 'VIM" VILA. 00.5 97,6 55.0 2.6 0,4 1121.1 a. 81.1 VERLINE 2728 TRUCTRUAL M ULLION LOAD TAB 70" 88" 88.8 91.3 94.0 82.0 85.3 87.8 69.1 71.0 73.1 65.4 87.3 09.3 62.2 $3.9 66.6 92 60.0 517 58.1 59.8 61.6 54, 95.6 57.2 51.8 53.3 64,8 4 .8 49.2 50.8 1 58' se 82^ 00^ 10016 100.0 100.0 100.0 100.0 100.0 ,0 100.0 100.0 100.0 100.0 100.0 100.0 04.0 97.5 100.0 1810 88.8 02.1 99.0 99.5 75.5, 81.2 84,1 87.2 00.0 04.2 74.8 77.2 79.9 82.9 811 89.5 715 6.1 78.0 82.-0 85.3 7 .7 75.3 78.2 81,4 62.8 64.9 87.1 69.5 72.1 74.0 77,8 67.7 .8 09.1 71.7 74.6 57,4 59,3 81.5 63.7 66.2 68.8 1 GLAZING PRODLICT GLAVNG PRODUCT 8 46^ 44" 42" 40" 38" 36" 100.0 100.0 100.0 100.0 1010 100.0 100.0 1010 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1 0 100.0 100.0 MULLION SPAN PAX. 74' GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH W1 + W2 2 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100.0 100.0 1 . 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .2' • 100 Km 100.0 100.0 100.0 100.0 00.0 100.0 100.0 100.0 100.0 100.0 93.3 97.3 100.0 100.0 •• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 88.8 92.7 08.9 100,0 100.0 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 .8 86.6 92.5 80.9 100.0 • 100.0 100.0 100.0 100.0 100.0 1 .0 100.0 100.0 1.1 84.8 86.5 92.7 07.3 100,0 100.0 100.0 100.0 .7 81.1 84.8 88.8 93.3 98.2 100.0 100,0 100.0 100.0 100.6 100,0 100.0 4.6 -rt.s 81.4 89.3 69.5 942 99.5 100.0 100.0 100.0 100.0 100.0 100.0 7 .7 74.8 78.2 82.0 8111 916 95.0 1 .0 100.0 100.0 1 0 100.0 • 100.0 INSTRUCTIONS FOR OF ThE MULLION 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 MS 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 MULL/0N SPAN AND THE COLUMN CONTAINING THE TRIBUTARY 61D111, READ THE MULLION LOAD RAMC GIVEN I4 PSF. THE MUWON LOAD 16471140 MUST BE EQUAL To 016 GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMWED IN STEP 1 AI3OvE. wlH W2 GLAZING PRODUCT FOR ANCHORING GLAZING PRODUCTS TO THE MUWON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4*-14 SELF-DRILUPIG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE 618-18 PANHEAD SELF-R1LUNG SCREWS SHOWN IN THE ENDiviDUAL =ZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED FS 6" FROM EACH END AT 15° O.C. MAX SPACING, GLAZING PRODUCT THIS SECTION VIEW IS SHOWN FOR iu.USTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORtDA APPROVED. WINDOWS 81' SILVERUNE CAN BE USED 114 THIS FASHION. . • A MINIMUM OF 3 THREADS OF THE SELF-DRIWNO MUST PROTRUDE THROUGH THE WALL. OF THE MULL Ifs 1100 00. FL-8007.D _ MULLION SPAN MAX. = 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT 1 - W2 MULLION SPAN MAX GLAZING PRODUCT GLAZING PRODUCT w1 W2 IN PRODUCT GLAZING PRODUCT SLVERIM 2728 STFRUCTRUAL BEAM MULLION LOAD TABLE (PSI" 644 62' 48* 40' 44° 42- 40' 93.8 06.2 1000 100.0 100.0 300.0 100.0 100.0 100.0 300.0 100.0 100.0 100.0 1000 1000 100.0 87.6 02.8 98.1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 82.0 88.9 02.0 87.8 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 TRIBUTARY Tont . • 36^ 40° 42° 44° 73.1 80.0 66.4 52.1 69.2 58.5 64.0 01.8 77.2 72.9 84.7 77,1 88.6 01,0 91.9 80.8 07.7 92.3 100.0 08.4 100.0 100.0 00.1 71.1 77.6 67.4 06.2 00.6 00-6 62.6 89.7 69.4 ,.... 1 63.1 73.6 78.1 66.8 76,1 74.4 71.0 601 70.1 76.5 80.6 84,9 60.6 01.0 80.0 86.9 67.1 6404 64.0 07.9 72.2 77.0 82.2 64.7 • .57.8 61.3 06.1 69.2 73.8 1000 1100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0, 100.0 1500 100,0 I00.0 100.0 1000 100.0 100.0 100.0 1000 100.0 1800 100.0 100.0 100.0 100.0 08.3 02.0 88.0 100.0 100.0 00.0 84.4 1000 100,0 100,0 100.0 180.0 100.0 100.0 100,0 300.0 360.0 100.0 100.0 • 100.0 100.0 100,0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 84.3 90.4 07.2 100,0 106.0 100.0 100,0 ia0.0 100.0 100.0 100.0 00.0 100.0 100.0 000 100.0 100:0 100.0 100.0 100.0 100.0 100.0 1000 100.0 1600 300,0 100.9 100.0 100.0 100.0 100.0 100.0 100.0 109.0 000 300.0 100.0 106.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0' 100.0 00.0 190.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 .0 0 00.0 00.0 26 100.0 100.0 100.0 100.0 100,0 24" 100.0 100,0 100.0 100.0 100. 100.0 .0 100.0 .0 00.0 100.0 .0 106.0 00.0 100,0 300.0 100.0 1040 100.0 100.0 100.0 100.0 100.0 100.0 1000 103.0 300.0 100.0 100.0 100.0 1000 1110.0 100.0 100.0 100.0 100.0 100.0 100.0 50" 40.7 626 66.6 899 62.6 66.4 70.8 76.6 80.9 96.8 83.6 66.4 30130 1 100.0 100.0 1 1 100.0 100.0 100.0 Rao 100.0 100.0 1000 " 100.0 100.0 100.0 100:0 100.0 100.0 1010.0 100.0 100.0 100.0 100.0 100.0 100. 100,0 100.0 INSTRUCT/CNS FOR USE OF THE MUWON LOAD TABLE I. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCH/TECT OR ENGINEER OR RECORD). 2. FOR THE PARTICULAR OPENING DETERMINE THE TRIBUTARY WIDTH AND MULUON SPAN. REFERENCE THE SKETCHES ON THIS SHEET rai 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 MOTH, AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TR/EA/TART WIDTH, READ THE MULLION LOAD RATING GIVEN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. 11 1Falefiaga_MLLIMELMLEffing THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSE!; OTHER FRAME SECTIONS OF FLORIDA APPROVED VIINDOWS BY SILVERUNE CAN BE USED IN THIS FASHION. 100.0 .0 FOR ANCHORING GLAZING PRODUCT3 TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1, SUBSTITUTE S FOR 1) 1/4"-14 SELF-DMAG SCREWS FOR TE FASTENERS SHOWN IN THE IND/VIDUAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE 08-18 PANHEAD SELF-RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6° FROM EACH END AT 15" 0,0. MM SPACING. NM A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULUON. wa0 0 '0.3 sc-06, 14.7.5 806.8f icy c8n. LFS monlo 240, *'L-6067.9 slur oF 4 1 1 J 7.873° -.-- 2.28' -•-r2.2S" - 2.2" 2.25' --- 2. ,..: 0 0 • 0 0 0 0 MULLION ANCHOR BRACKET 7 8 tOAT'S: 6083-T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MUWON ANCHORING 2.070" .3.250" 2728 MULLION MAT'S: 6663-T6 MASONRY - .3,192 PS! MK CONCRETE CONFORMING TO AC1 301 OR HOLLOW BLOCK CONFORMING TO A$73.1 C90 • • (4) l/4 x 2-1/4 CONCRETE SCREWS, SEE NOTE 1 0 0 0 0 L.. EatES 1. CONCRETE SCREWS ARE t/4" Mil RADEK CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 - 1 /4", A MINIMUM EDGE DISTANCE OF 2-1/2- AND A MINIMUM CENTERUINE DISTANCE OF 2-1/4'. we 01/o/ 2 WPM NT.S KV ar. IFS DRAM ,a, FL-8007.9 7.675" * 2.25. - -.-- 2.28' -•-r2.2S" 0 0 0 0 L.. EatES 1. CONCRETE SCREWS ARE t/4" Mil RADEK CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1 - 1 /4", A MINIMUM EDGE DISTANCE OF 2-1/2- AND A MINIMUM CENTERUINE DISTANCE OF 2-1/4'. we 01/o/ 2 WPM NT.S KV ar. IFS DRAM ,a, FL-8007.9 PEPAUTNUMBER W) Z- 2 o CFN: 20120802790 BOOK 28348 PAGE 4026 DATE:11/07/2012 01:34:36 PM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY NO'CLCE OF COMMENCEMEN7l; The oaderdpecl hereby gives notice that in pravement will be made to certain real property, and in aex edance with Chapter 713, Florida Statutes, the Collaring inttbimatiran is provided in this Notice of Commencement. 1. DISCIDPfIONOFPROPERTY (Legal deetxiptlonof the property& etreataddi as If available) TAX FOLIONO.: /1' 013 - 11 0 "' sums= =N /j'i /A,* i , . @r^. s Ced S laOCK / 24 TRACT LOT t _ BLDG UNIT AAA-'' (03 57, 114 /A AAJ S&.'v4- 3,fC 331 v 2. GENERAL DESCRIPTION OF XMPROVEMSNT: / 0. J G p4A.e c 1./) /Lece a+wj 3. OWNER INFORMATION OE LESSEE INFORM/MONIST= LESSEE CONTRACTED FOB THE IMPROVEMENT: a. NameandaddcDE •.1. A i'"/ A e A ..11.4.0•42, 6 S rt/ (Al 10 3 5114 ,Gtr {..Ft i1 .5Gw4,-t.• b.bderest inpmpee:y: ,G1v✓.A., So- 6 Name sad Besse et Be simple titleholder (ifdiffezerafiela Owns lele-leedabove):_ y1%Ie+ 4. a. CONTRACTOR'SNAN�I,E 7L' C /ryo.a'► G /�aC1c* �"r Ant He e- � e v 1f 1 G-6 Conoes:Wsaddrcas Di74" . /dl r'atA.7 7,7,AIe 14.,„,f -A401, v p an„,umber. .9s°7' ; 7 or Ices' 5. SURETY ( ifappticable, a copy oftbe payment bead isattaebeda a. Name and address ..40/7/4 b. Phone amber; c. Amaant efbond: S 6. O. LENOE'R'S NAB Lender's aim: b. Tom mm;bsr, 7. Persons within the State ofFlorida designatedby Owner upon whom notices or oche' documents maybe served as provided by' Section 713.13 (1)(a) 7., Florida Statutes: a, Name Bad address ✓,"1" b, none emabsrsofdtedgna1e4persons: 8. a. In addltian to himself or herself Owner designates .01.1 '' 4 of to receive copyofthe Lienor'sNotice as provided in Section 7I3.I3 (1) (b), Florida Statutes. b. Piton amber piper= Deadly deaieeetedbyOmer: 9. Expiration date of notice of commencement (the expiration date may not be before the comptedon of cortetraeedon and final payment to the contractor, but will be 1 year from the date etre:cedingmikes adifferent date is specified): , 20�,,,, WARNING TO OWNER: ANY PAYNIEN1N MADJ3 BY TIM OWNER AFTER THE EXPIRATION OF Tf3XNOTICE OFCOMMtiATCEMENT elo_ i r :e . r Gxl' s :v ' . L JF a.l►}3: N..: 41 =1: , 1111 ..;:".11", ': 1 las:!a.eh .P .! ):. '1' 1,. ah►,.'VI :_d' ..0,cIiJ:1, e) y: l- a: win YOUR TENDER OR AN ATTORNEY MORE WUR1C OR RECORD/NO YOUR NOTICE OF cOMINENCEMFNT, Under penalty ofperjury, I declare that I have read the foregoing notice of commencement and that the facts stated there'll are true to the / o my knowledge and belief. �t i ~ n Officer lDirectoe/PeutaelManager) Pint Name and Provide Signatory's 1Ytleli#1ca) Q C3 8 of Lessee, or Owner's or Lessee's State of 1,ji - 0 County of 4.4 .4W1 T h e t b r r e e g � J oo i n gg i n s t a u m / J e n t wass a e i n w w l e d g e d y b j e r m e t h i s 1 9 day of„` ,, 20 / .— by (name of person) (type ofaladtoritv,...e.g. officer, trustee, attorney in fact) O . for 0 - ' t CI ( n a m e of party en behalf of whom h $jy CIEg8 0 g' Personally Known _ or �" l✓l �'$,Type of Identification Produced 1 Q z ex _ 'v 'w : ' i'' Y . Mare of otary pa r) LP„t > o r • 1q ; *, (hint, Type, a Stamp Contmissioned ofNetary Pablie) d W c Sor.1O -01- r1(S.t✓,'eeardmgl i• • ' ,` W *r.. , SATE 0�,,�� tt, ,, <<$IItllltit%" ► ' hR,d.i u. P:1,e .y. ' -- a.►: ea• 7r .' i.4?!'Shea ►). 1' _I.1. i.n:lcie l► ►:7 is / �Jo "41 AYId4 C.. 4 ‘63..1.#'0