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1121 Hickory Ave
11 RECEIVED 4 2010 to "c CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i111 zc( NOV CAR Documented Construction Value: $ L-2 011r__ Application No: Job Address: %/d / l l c K U!` i tq U-e - Historic District: Yes No Parcel ID: Ss? Q - Cd CCU U - 0 ac 0 Zoning e- C u kf1CAC)Ui, (`e n Dior Description of Work: t n, •r 1 /, n 4, 7`Y_Q o S' d i r' Plan Review Contact Person ) AA n DQJ mc dl:- T itle: '--T-(- Phone: o Fax: E-mail: U (nor\--i X , G M Property Owner Information Name CLu ; C' ;/'-X-' Phone: Street: I / a / l /I r_yl\j j9j&_ Resident of property? City, State Zip: Sot L Contractor Information q Name C a 0 C' -CiAkco d1-'s Phone: Street: ) 92-/ !/ U U UA S- I C k-e_ ) r Fax: City, State Zip: r\;`-1- R, , ? 7 g _' State License No.: Q CC,1 a Sri Architect/Engineer Information Name: Phone: t Street: i Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit C Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical '0((W6A %+' > Plumbing m 'KI,i,s PIS, m 1" S New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Q`L d ` Fire Sprinkler/Alarm No. of heads: o 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST, INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT, WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional! restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date gnature of Contractor/Agent Date Print Contractor/Agent's Name Date V gZture of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: M* ENGINEERING: UTILITIES: COMMENTS: oK t. r,et.., egg-h. 3 t_:iAti,owS r e6or 1' Contractor/Agent is Perso Known to Me or Produced ID Type of ems' (0 /;J/o WASTE WATER: BUILDING: / l° Rev 11.08 J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t - ?i D j Documented Construction Value: $ Job Address: o Gi e— Historic District: Yes No Parcel ID: Zoning: Description of Work: Ll ni erg N e A-tc lZ Plan Review Contact Person: Title: Phone: Fax: E-mail: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? Contractor Information Name (jS i IL,_Y, i2 toOi Phone: y;% 7.5 D % Street: liogq F1601 L5 u yl ,cA_ Fax: 4/09 )Oy 00e City, State Zip: 6 IQ n 1,% r L. 3), f jState License No.: 7 7 3e/ Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical ( Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released.' Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Si ture of Contractor/Agent Date 37 ,&, ,es u- , . l \ Print Contractor/Agent's Name y /J Signature of Notary -State of Florida Date DEBBIE BLAIVTJN V MY C0M44ISSION r DD6?9096 EXPIRES: February 25, 2011 FI. Nat Discount Assoc. Co. 1-300-7NOTARY Contractor/Agent is Personall Known to Me or Produced ID Type of IDP • S , 3. WASTE WATER: BUILDING: Rev 11.08 DBPR - COOK, THOMAS DALE; Doing Business As: COOK CREATIONS INC, Certi... Page 1 of 1 Licensee Details Licensee Information Name: COOK, THOMAS DALE (Primary Name) COOK CREATIONS INC (DBA Name) Main Address: 1924 HOUNDSLAKE DR WINTER PARK Florida 32792 County: ORANGE License Mailing: Licensel-ocation: 1924 HOUNDSLAKE DR WINTER PARK FL 32792 County: ORANGE License Information License Type: Certified Building Contractor Rank: Cert Building License Number: CBC1251632 Status: Current,Active Licensure Date: 02/17/2004 Expires: 08/31/2012 Special Qualifications Qualification Effective Construction Business 02/17/2004 View Related License Information View License Complaint 3:38:53 PM 111412010 Terms of Use I I Privacy Statement https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=BC8ACD2C9287F74E40... 11 /4/2010 11111 moll ON IN 11 THIS IbLgRU ENT P PAgED BY:. Name: J O \ i O•" MARYME MORE, CLERK OF CIRCUIT CUT Address: a v S£INOLE COUNTYdE,IINOI E CotINTY BI{ t17A74 Pg t& t1pg1StateofFloridaiDASNATURvLCHOICE CLERK'S # 010128307 RECORDED 11104/2.010 11 M:37 AN RECORDING FEES 10.00 NOTICE OF COMM ENCEMRDED BY T Saith Permit Number Parcel ID Number (PID) " I -6goo " 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CONTRACTOR Name and addn Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provid1&1R%1C1,4, by Section 713.13(1)(b), Florida Statutes.® Name and address: A p11RT C`ER f C RGU1 F O p In addition to himself, Owner Designates ;f, To receive a copy of the Lienor's Notice as Provided iEM tl Section 713.13(1)(b), Florida Statutes. ^/ 1 Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED'ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF SEMINOLE WNERS SIGNATURE OWNERSPRINTED RAME NOTE: Per Florida Statute 713.13(1) (9), owner must sign...... and no one else may be permitted to sign in his or her stead." The fore instrument was acknowledged before me this c,'% Q day of 0 d 6 4eIr 20 i by l'l./Yl l` Gt- W I-% Who is personally known to me Name of person making statement tty r OR who has produced identification type of identification produced VERIFICATION PURSUANT TO SECTION 92.625, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE rrr. YVONNE HOWELL o' pr pUe°ti% Notary Public State of J23. MyComm. Expires Oct 2o`cCommission # DD 93`p` Bonded Through National Not Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint:1< an agent of: ciz E f"T. it Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor The specific peknyit and application for work located C- I Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: 1 State License Number: Signature of License Holder: STATE OFF4,--A61'1u'n` COUNTY OF ` ,- 0,r,.,3 e,f` The foregoing instr nt was acknowledged before me this 3 day of 1'.vc ri , 1c, (dby who is personally known to me or2!!57,who has produced 17i we `c s as identification and who did ( id ri ake an oath. S aturNotary Seal) JUAN PEREZ W COMM. # 1807326 NOTARY PUBLIC - CALIFORNIA ORANGE COUNTY v m , My Comm. Expires July 26, 2012 Rev. 3/27/07) Print or type name Notary Public - State of 61 Commission No. lgv-73 Cr My Commission Expires: /, oT wiy. Seminole County Property Appraiser Get Information by Parcel Number Page l of 2 DmD:tot-t3tsaN cFA: ASA 9 4 p{g g P i[ UPER. 4 c k- PftT6AaER D J sEMRJOLE U[+Iii FL k:... 20. 017 m 20. A, - m ftOt E F as7ST ewNf 06iD F•1377rJt-igGB eat;7so8 ant i3 CELERY AVE i 4 x* 5 VALUE SUMMARY VALUES 2011 2010 GENERAL Working Certified Value Method Cost/Market Cost/Market Parcel Id: 30-19-31-622-0000-0200 Number of Buildings 1 1 Owner: WILLIAMSJUANITATRUSTEEDepreciatedBldg Value 12,068 12,676 Own/Addr: FBO JUANITA WILLIAMS Depreciated EXFT Value 0 0 Mailing Address: 1121 HICKORY AVE Land Value ( Market) 5,006 5,006 City,StateApCods: SANFORD FL 32771 Land Value Ag 0 0 Property Address: 1121 HICKORY AVE SANFORD 32771 Just/Market Value 17,074 17,682 Subdivision Name: HOLDEN REAL ESTATE COMPANYS ADD Tax District: S1-SANFORD Portablity Adj 0 0 Save Our Homes Adj 6 0 Exemptions: 00-HOMESTEAD (1994) Dor. 01- SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value ( SOH) 17,074 17,682 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 17,074 17,074 0 Amendment f adjustment is not applicable to school assessment) Schools 17,074 17,074 0 City Sanford 17,074 17,074 0 SJWM(SaintJohns Water Management) 17,074 17,074 0 County Bonds 17, 0741 17,074 0 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Viclimp Qualified 2010 Tax Bali Amount: $0 WARRANTY DEED 06/ 2008 07010 0232 $100 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 01/ 1975 01063 1639 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 25 117 .000 225.00 $5,006 N 1/2 OF LOT 20 HOLDEN REAL ESTATE COMPANYS ADD PB 1 PG 89 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Building 1 SINGLE FAMILY 1931 3 480 680 682 SIDING AVG $12;068 $30,170 Sketch Appendage / Sgft SCREEN PORCH FINISHED / 98 Appendage / Sgft ENCLOSED PORCH FINISHED / 102 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next Yeaes,eroperty tax will be based on Just/Market value. http://www.scpafl. orglweblre_web. seminole_county_title?parcel=3019315220000020O&c... 11 /2/2010 Seminole- County Property Appraiser Get Information by Parcel Number Page 1 of 2 PAS PI,L DAviD JOfiNSDN: CFA: ABA APPSER -- svr iNaLE ooarmrFL: 1 t01 E. F7RSTST 5ANFORD., FL3 71-1468 0STI' 865p750B VALUE SUMMARY 2011 2010 VALUES Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 30 19-31-522-0000-0200 Number of Buildings 1 1 Owner: WILLIAMS JUANITA TRUSTEE Depreciated Bldg -Value 12,068 12,676 Own/ Addr: FBOJUANITAWILLIAMS Depreciated EXFT Value 0 0 Mailing Address: 1121 HICKORY AVE Land Value (Market) 5,006 5,006 City,State,ZipCode: SANFORD FL 32771 Land Value Ag 0 0 PropertyAddress: 1121 HICKORY AVE SANFORD 32771 Just/ Market Value 17,074 17,682 SubdivisionName: HOLDEN REAL ESTATE COMPANYS ADD Portablity Adj 0 0 TaxDistrict: S1-SANFORD Exemptions: 00-HOMESTEAD (1994) Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 Don01-SINGLE FAMILY Assessed Value (SOH) 17,074 17,682 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 17,074 17,074 0 Amendment 1 adjustment is not applicable to school assessment) Schools 17,074 17,074 0 City Sanford 17,074 17,074 0 SJWM( Saint Johns Water Management) 17,074 17,074 0 County Bonds 17,0741 17,074 0 The taxable values and taxes are calculated using the current years working values and the prior years approved miilage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: $0 WARRANTY DEED 06/2008 07010 0232 $100 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 01/1975 01063 1639 $100 improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... ' FRONT FOOT & DEPTH 25 117 .000 225.00 $5,006 N 1/2 OF LOT 20 HOLDEN REAL ESTATE COMPANYS ADD PB 1 PG 89 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building 1 SINGLE FAMILY 1931 3 480 680 582 SIDING AVG $12,068 30,170 Sketch Appendage / Sgft SCREEN PORCH FINISHED / 98 Appendage Sgft ENCLOSED PORCH FINISHED / 102 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's pMpgrttax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=30193152200000200&c... 11 /2/2010 Seminole County Product Approval Form Permit # 00 s Address 1 iQ SEMINOLE COUNTY As required b Florida Statute 553.842 and Florida Administrative Code 9B-72M, please provide theFLORIDNSNATURALCHOICEqy information and approval numbers for the building components listed below if any will be used on the structure. Product approval information can be obtained at the following sources: The Florida Department of Community Affairs (DCA) Building Code Information Website is: http://www.floridabuilding.org The Miami/Dade County Building Code Compliance Website address is: http://www.miamidade.gov/buildingcode G Directly from the manufacturer. The following information must be available on the jobsite for inspections: 1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner. i. r1 %.VtJy V1: u1G 111cli/:ulautul Gl a 1110tallQLIV 11 uCW11* 01lu 104UHC111C111Z 1Vf Vd%;11 Puuuu%;&- RESERVED FOR TYPE I MANUFACTURER I MODEL # / SERIES I PLANS USE EXAMINER I FLORIDA IF E DECIMAL # I MIAN.ON.O.A. SWINGING il15% 11G }Ionf SLIDING OVERHEAD OTHER ROLL UP PANEL 1 of 2 Seminole County Product Approval Form RESERVED FOR-. MANUFACTURER MODEL # SERIES PLANS EXAMINER USE t y ,...,..,. 4 " ,¢2§a&S .-... .. r/.__°.W-4 kvF",,n. ioP.. R... w. e_ 'x., '.,u_v &',w. ° - s '$ .ec 4WINOYY J'" _ e -` e SINGLE HUNG Slow- A., MEN ME DOUBLE HUNG -_- HORIZONTAL tSOFFITS<_ " ALUMINUM • VINYL R FING- a.;. v., "9 e M„ °, ,"9.#- r+ . -- SHINGLES SINGLE PLY MPONE- NTS:•_ ;,,,3— :,=,; ..z, MillR UCUASiHURRICANEANCHORS-- ENGINEERED LUMBER It is the applicant's responsibility to verify that each specific product has been installed in accordance with their limitations and with the minimum required design pressures for the structure. Specific compliance will be verified during field inspections. MANUFACTURER SPECIFICATION AND INSTALLATION SHEETS MUST BE POSTED AT THE JOB SITE FOR INSPECTION. CONTRACTOR or OWNER/ CONTRACTOR SIGNATURE: DATE: 7 2 of 2 f 4 I oca s acurtrr.a pcs;t` , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Appliptlon Detail Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL11555-R1 Revision 2007 Approved Florida Extruders International, Inc. 2540 Jewett Lane Sanford, FL 32771 407) 323-3300 Ext 334 jhoke@floridaextruders.com Robert Amoruso ra moruso. pe@floridaextrud ers. com Robert J. Amoruso 2540 Jewett Lane Snaford, FL 32828 407) 323-3300 ramoruso.pe @floridaextruders.com Robert Amoruso 2540 Jewett Lane Sanford, FL 32828 407) 323-3300 Ext 340 ramoruso.pe@floridaextruders.com Windows Single Hung Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Referenced Standard and Year (of Standard) Standard ANSI/AAMA/WDMA 101/IS2 ASTM E1300 ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 Year 1997 2004 1997 2002 1999 2002 httD://www.floridabuildinsz.orl?/i)r/Dr am dtl.aspx?param=wGEVXQwtDciudhLci8eDpZ1J9Ssk%2balzaoL3v... 11/1/2010 a Aa " 11 u11\11115 \.+V\lV Vllt lllV Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved rage or s Florida Licensed Professional Engineer or Architect FL11555_R1_Eguiv_ASTM _E1886-E1996 Comparison.pdf o Method 1 Option A 12/29/2008 12/29/2008 01/05/2009 02/03/2009 Summary of Products FL # Model, Number or Name Description i 11555.1 Milestone Series 4000 Single Milestone Series 4000 Single Hung Vinyl Window with Hung Non -Impact Resistant Glazing I Limits of Use Certification Agency Certificate j Approved for use in HVHZ: No FL11555 R1 C CAC 279-104CAR.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2011 Design Pressure: +40/-40 Installation Instructions Other: H-1140 53x72 (KCI CAR 279-104) FL11555 RI II Series4000 GN+SH Impact-, NonImpact InstallationDwgs.pdf j Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 I Created by Independent Third Party: No j Evaluation Reports FL11555 R1 AE EvaluationReport ER2008- 590A R1 SH4000.pdf Created b Independent Third Party: No 11Hung11555.2 Milestone Series 4000 Single Milestone Series 4000 Single Hung Vinyl Window with Non -Impact Resistant Glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11555 R1 C CAC 279-106CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2011 Design Pressure: +50/-50 Installation Instructions Other: H-R50* 37x72 (KCI CAR 279-106) FL11555 R1 II Series4000 GN+SH Imoact- NonImpact InstallationDwgs.pdf. i Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: No Evaluation Reports FL11555 R1 AE Evaluation Report ER2008- 590A R1 SH4000.1)df Created by Independent Third Party: No 11555.3 Milestone Series 4000 Single Milestone Series 4000 Single Hung Vinyl Window with Hung Impact Resistant Glazing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11555 R1 C CAC 279-115CAR.0f Approved for use outside HVHZ: Yes FL11555 R1 C CAC 279-208CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +40/-40 12/31/2011 Other: H-1140 53x72 (KCI CAR 279-115, Air, Water & Installation Instructions Structural at +/- 40 PSF DP and 279-208, Impact - FL11555 R1 II Series4000 GN+SH Impact- ' Missile Level D, Wind Zone 3, DP +/-40, 53x72) NonIm act InstallationDw s. df Verified By: Robert 1. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: No Evaluation Reports FL11555 R1 AE EvaluationReport ER2008- 590A R1 SH4000.1)df i ttr):// www.floridabuildina.orjz/pr/i)r am) dtl.aspx?param=wGEVXOwtDciudhLci8eDi)Z1J9Ssk%2bagaoL3v... 11/1/2010 YST'®[ Document Title: Structural Performance Doc No: FRIM B1-02 Rev No: 6 Pager 1 Of. 1 G Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code; 279 - 104.0 2/23/2005 6/2/2008 11 /17/2010 279 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification, Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Florida Extruders International, Inc Model: Milestone 4000 Vinyl Tilt Single Hung 2540 Jewett Lane Operator Type: H Sanford FL 32771-1600 Config: EM/AII Max Width: 53 Max Height: 72 Referenced Standard: Product Rating: ANSI/AAMA/WDMA 101/IS2-97 H-R40 53x72 Qualifying Test Information: Test Report No: NCTL-210-3070-1 Test Report Expiration: 11 /17/2010 Authorized Signature: Digitally signed by Jon Hill DN: cn=Jon Hill, c=US, o=Keystone Certifications, email=jhill@keystonecerts.com Reason: I attest to the accuracy and integrity of this document Date: 2008.06.02 09:15:55-04'00' Keystone Certifications, Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTON ECERTS. C OM Milestone .Series 4000 Non -Impact and Impact Resistant Vinyl Windows - Drawing List Drawing Revision Product Number Level Category Title Usage FLEX40000 5 Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Windows Drawing List This Drawingg L E X 4 02 O O 5 Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Windows General Notes applicable to General Notes Drawing for Installation all Installation drawings In this series, This drawing is an alternate detall for use with flange FLEX40201 4 SH, C, HS, F Flange Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Flange Frame Windows - Alternate Installation, One By Wood Buck on Two By frame window Installations In masonry/concrete substrates. It depicts a SH Wood Buck in Masonry/Concrete Substate Flange Frame Window but Is applicable to Casement, Horizontal Sliding and Fixed Flange Frame Windows, FLEX 41210 5 SH Flange Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Single Hung Flange Frame Window - Installation Drawing FLEX 41220 5 SH Fin Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Single HungFinFrameWindow -.Installation 'Drawing FLEX 4 3 210 4 C Flange Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Casement Flange Frame Window - Installation Drawing FLEX 4 32 2 0 4 C Fin Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Casement Fin Frame Window - Installation Drawing Installation Drawings for all FLEX 4 5110 4 HS Flange Milestone Series 4000 Non -Impact Resistant Vinyl Horizontal SlldlnDrawing g Product Categories, Flange and Fin Frames. Flange Frame Window - Installation FLEX 4 512 0 4 HS Fin Milestone Series 4000 Non -Impact Resistant Vinyl Horizontal Sliding Fin Frame Window - Installation Drawing FLEX 4 7 210 3 F Flange Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Fixed Flange Frame Window - Installation Drawing FLEX 4 7 2 2 0 3 F Fin Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Fixed Fin Frame Window - Installation Drawing Product Category Definitions, SH - Single Hung Window C - Casement Window HS - Horizontal Sliding Window F - Fixed Window Flange Frame - Used for Installation In Masonry, Concrete or Block Substrates. Fin Frame - Used for Installation In Wood Framing Substrates. u NOTE ON PE SEALING: Original drawings with two sheets (pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first (front) sheet only. In response to Robert Amoruso's Inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20, 2002 responded that In such circumstances, It Is acceptable for the sealing PE to only sign, date and seal the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31, 2002 from the Office of the Attorney General, State of Florida. a Date: 10/20/08 sole: NTSDrawn4: M cbedred mr. k A Robert ). Amonrso, P.E FL license No. 49752 uskt, tTA O f/+ NAL Drawing No. FLEX40000 Sheet 1 of 1 Milestone Series 4000 Single Hung Window, Flange Frame, Masonry Opening, One By Wood Buck (See Note 1) One By Wood Buck by others (Note 4). Sent between window flange L wood buck w/Vulkem 116 ndheslve sealant or approved equal. — Stucco by others. Fin extension removed for flange Installation see Note D). F.H. (Frame Height) see Note E) Concrete or masonry opening by others. 7 i 15/161-1/4' Min. b a Embedment Fin extension removed for flange Installation see Note D). 2 Perimeter seal by others. a a F albetween window ge L precast sill lkem 116 adhesive r approved equal. SECTION A -A FA F. W. Shim as req'd. 1/ 4' Max. F.H. See — Note 1) B B A ELEVATION VIEWED FROM EXTERIOR B. W. (Buck Width) _ I One By Wood Buck by others B. H. (Note 4). Buck Shim as req'd 1/4' Mnx. 6cTyP.> Height) (See Note 1) Ot1yP) e C Fin extension removed for flange j Min. Installation 1- 1/4 e a i (see Note D). co' a Embedment b a a Seal between window Note J) flange R wood buck w/ Vulkem 116 adhesive sealant or approved equal. Precast Sill by others. F.W. (Frame Width) Configurations may vary. (see Note E) DISCLAIMER: The purpose of this installation drawing is to present the manufacturer' s recommendations for anchorage (i.e., concrete screws and Vulkem structural adhesive( to achieve the design pressure specified on the fenestration product as required by the current addition of the Florida Building Code. Recommendations regarding flashing, sealing, sealants or other joint sealant practices are not within the perview of this installation drawing and do not constitute a warranty either expressed or implied. Q 5SECTION B-B LH Jamb Shown. Typical for RH Jamb.) PARTS LIST Head p Sul 0 Fixed Rail 0 Meeting Rail Jamb Glazing - See Note A, B d C 3/ 16" dia. Concrete Screw meeting the requirements of Note 7 on FLEX40200 drawing. l Aluminum Angle 2x2x1/8, Length is buck width +0/-2". Required ONLY for Impact Resistant SH Windows. 1- 1/4' M1, Embedment D o v 15/ 16' O ) 5 o v 0 v Stucco by O others. 0 Concrete or masonry opening by others. NOTES 43 ' Iy N • 1 to 14) See General Notes Drawing FLEX40200, Sheet 1 d 2. A) Milestone Series 4000 Single Hung Window with Non -Impact Resistant Insulated Glass Is shown. Drawing also applicable to Impact Resistant Laminated Glass glazed windows. y g s 3 8) IG Unit (Non -Impact) tested with 0.125" double strength annealed glass / 0.50" air space / 0.125' double strength annealed glass for total thickness of 0.75". 3 OC) LG Unit (Impact) tested In the following: LG Unit tested with 0 125" double strength annealed lass / ti g0. 090" PVI3 interiayer / 0.125" double strength annealed glass. IG/ LG Unit tested with 0.125" DS Annealed / 0.24" air space / E g 0.125 DS Annealed / 0.090" Solutia PVB Interlayer / 0.125" DS Annealed o S _ g c D) For Flange Installation of Single Hung Window, Fin extension must be broken/cut along scoring before mounting in substrate opening. _ L% E E) For Flanged Frame window sizing: the Flange Frame Height (F.F.H.) Is equal to the ,o d Frame Height (F.H.) as shown In Section A -A, and the Flange Frame Width (F.F.W.) is equal to the Frame Width (F.W.) as shown In Section B-B. F) Fastener locations shown on Sheet 2 based on F.H. and F.W. dimensions. F.H. = B.H. + 1.25" and F.W. - B.W. + 1.25'. firy ie B G) See Sheet 2 for Fastener Location S Quantities and Window e1 a Design Pressure. Zp H) For ooncrete/masonry/block substrate openings where a B two - by structural buck and a one -by buck will be employed, see o Drawing No. 40201 for details. Q 1) Item 8, Aluminum Angle 2x2x1/8 will be secured to the concrete/ masonry sill using 3 concrete screws (Item 7). Two screws will be within 6' + 2" from the angle's edge, one on each Dace: 10/20/08 end. The third screw will be located at the centerfine of the angle Sco1s: NTS 2". Angle lenngth Is buck width +0/-2". Dnm By: M Checked By: RJA J) Not Used. Robert J. Amoroso,-P.E. FL License No. 49752 4r7f;2i STA t i"ayoORID W3`4 kAL [ j Drawing No. FLEX41210 I Sheet 1 of 2 ALTERNATE INSTALLATION DETAILS Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Flange Frame Windows One By Wood Buck (optional) on Two By Wood Buck in Masonry/Concrete Substrate Single Hung Window, Flange Frame, Masonry Opening, One By Wood Buck (optional) on Two By Wood Buck Shown (See Note A) See Sheet 2 for Notes. PARTS LIST D Head QQ Sal F.W. Fixed Rall Meeting Rail OQ Jamb Two By Wood Buck © Glazing - See Note A & B A by others Concrete or 07 #10 Wood Screw or Tapping (Sheet ELEVATIONNoteCand4). masonry opening Metal) Screw meeting the One By Wood Buck by others. / VIEWED FROMrequirementsofNote8onFLF(40200 by others (optional) a ° drawing. / F EXTERIOR Note C and 4). C a a ° ° 08 3/16' dia. Concrete Screw C meeting the requirements F.H. B B A Seal between window 7 of Note 7 on FLF(40200 DISCLAIMER: The pupose of ttvisflange & wood buck drawing. v rgeropesent the1-3/8' Min. Indalationdw/Vulkem 116 adhesive Aluminum Angle2x2x1/6, / manor«Monrecortvnpesent « caulk or approved equal.. Embedment Length Is buds width +0/-2'. age (i.e.. wood screws. toppig Required ONLY for Impact screws ow vukem stwctud odnesive) to Shim as req'd. «reeve the desgn pressure specified on the 1/4' Max. Resistant SH Windows. tersest o on p oducr as requiee by the See Note 1) current oddhon of the Flondo&AcArp code. A 4 ftecomssendatioru regardrg fk h.0 Stucco L ill B.W. (Buck Width) _ by others. One By Wood Buck by others optional) (Note C and 4). eo 15/16' Shim as req'd 1/4' Max. Fin extension ( See Note 1) removed for4flange Installation3 see Note F), wao F.H. Frame Height) see Note E) Fin extension removed for flange Installation see Note F). r Fin extension B.H. removed for Buck flange Height) installation see Note F). a a ° Seal between window flange & precast sill ° i w/Vulkem 116 adhesive sealant or approved equal. m(Arg. sedans or olner joint sealant wacttces are not vrithn the purvbw of this tnlalation drawing and do not comfilute o o, warranty dther expressed or impled. m wAp Two By Wood Buck ro 4 by others 1 w Note C and 4>. v 1 15/16' O ZJ O v O Seal between window 5 v A flange & wood buck Stucco w/Vulkem 116 adhesive by Ocaulkorapprovedequal. others. v F.W. (Frame Width) see Note E) H' SECTION A -A Precast Sill by others. Configurations may vary. SECTION B-B Concrete or masonry opening LH Jamb Shown. Typical for RH Jamb.) by others. Dew: 10/20/09 Sole: NT5 Drawn By: CD Locked By: RA Robert 3. Aagrufw, P.E. FL Lkense No. 49752 BANES ............... Ct .. 44r pre o- {: Drawing No. FLEX40201 Sheet 1 of 2 ALTERNATE INSTALLATION DETAILS Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Flange Frame Windows One By Wood Buck (optional) on Two By Wood Buck in Masonry/Concrete Substrate NOTES 1 to 14) See General Notes Drawing FLEX40200, Sheet 1 & 2. A) Milestone Series 4000 Single Hung Flange Frame Window with Non -Impact Resistant Insulated Glass is shown. This ALTERNATE INSTALLATION DETAIL is applicable to the following: Milestone Series 4000 Single Hung Flange Frame Windows with Non -Impact Resistant Insulated Glass and Impact Resistant Laminated Glass glazed windows as depicted on Drawing No. FLEX41210. Milestone Series 4000 Casement Flange Frame Windows with Non -Impact Resistant Insulated Glass and Impact Resistant Laminated Glass glazed windows as depicted on Drawing No. FLEX43210. Milestone Series 4000 Horizontal Sliding Flange Frame Windows with Non -Impact Resistant Insulated Glass and Impact Resistant Laminated Glass glazed windows as depicted on Drawing No. FLEX46110. Milestone Series 4000 Fixed Flange Frame Windows with Non -impact Resistant Insulated Glass and Impact Resistant Laminated Glass glazed windows as depicted on Drawing No. FLEX47210. B) For IG Unit (Non -Impact) and LG Unit (impact) glazing sizing, see the following drawings: FLEX41210, Milestone Series 4000 Single Hung Flange Frame Window FLEX43210, Milestone Series 4000 Casement Flange Frame Window FLEX45110, Milestone Series 4000 Horizontal Sliding Flange Frame Window FLEX47210, Milestone Series 4000 Fixed Flange Frame Window C) For this ALTERNATE INSTALLATION in a masonry opening using a two -by wood buck structurally attached to the masonry opening with an optional one -by wood bucking, No. 10 Wood Screws or Tapping Screws will be substituted for the concrete screws shown on the drawings in Note D below. The one -by wood buck is optional. Structural fastening of the flange frame window is into the two -by wood buck. The one -by wood bucking when used, and two -by wood bucking shall be securely fastened to transfer all loads to structure. The length of the No. 10 screw must be sufficient to allow 1-3/8" minimum embedment into the two -by wood buck receiving the point. NOTES (CONT) D) For Fastener Location & Quantities and Window Design Pressure, see Sheet 2 of the following drawings: FLEX41210, Milestone Series 4000 Single Hung Flange Frame Window FLEX43210, Milestone Series 4000 Casement Flange Frame Window FLEX45110, Milestone Series 4000 Horizontal Sliding Flange Frame Window FLEX47210, Milestone Series 4000 Fixed Flange Frame Window E) For Flanged Frame window sizing: the Flange Frame Height (F.F.H.) is equal to the Frame Height (F.H.) as shown in Section A -A, and the Flange Frame Width (F.F.W.) is equal to the Frame Width (F.W.) as shown in Section B-B. F) For Flange installation of Series 4000 Window, Fin extension must be broken/cut along scoring before mounting In substrate opening. G) Item No. 8 is applicable to Single Hung Flange and Fin Frame Windows only. See FLEX41210 for specifics regarding Its installation. H) Item 9, Aluminum Angle 2x2xl/8 will be secured to the concrete/masonry sill using 3 concrete screws (Item 8). Two screws will be within 6' + 2" from the angle's edge, one on each end. The third screw will be located at the centerline of the angle + 2". Angle length is buck width +0/-2". a E c R A GE0 E° = 0 bW >." C C w o A E 3 02 Data: 10/20/06 scale NTs Drawn By: M Checked By: R]A Drawing No. FLD(40201 Sheet 2 of 2 Milestone Series 4000 Single Hung Window, Fin Frame, Wood Framed Opening Sheathing By Others Stucco By Others 1/4, ' Fin extension see Note D). F.H. (Frame Height) see Note E) Fin extension see Note D). Stucco By Others Sheathing By Others SECTION A -A Two By QIood by Others 1-3/8' Min. I Embedment Shim as req'd. 1/4' Max. See Note 1) H.H. Buck Height) Seal between aluminum angle window sill by others. 1-3/8' Min. Embedment Note w Two By Wood by Others 1-3/8' Min. Embedment Seal between aluminum angle L two by wood opening by others, DISCLAIMER: The purpose of this installation drawing is to present the manufacturers recommendations for anchorage (i.e.. concrete screws and Vulkem structural adhesive) to achieve the design pressure specified on the fenestration product as required by the current addition of the Florida Building Code. Recommendations regarding flashing, sealkg, sealants or other joint sealant practices are riot within the pervlew of this Installation drawing and do not constitute a warranty either expressed or implied. U-1 PARTS LIST Head Sli Fixed Rall 0 Meetirg Rall Jamb Glazing - See Note A. B & C No. 10 Wood or Tapping Screw meeting the requirements of Note 8 on FLEX40200 drawing. p Aluminum Angle 2x2xl/8, Length is buck width +0/-2'. Required ONLY for Impact Resistant SH Windows. No. 8 wood screw or framing nap. See Note (M) Iv. ELEVATION VIEWED FROM EXTERIOR 1-3/8' Min. Embedment f— B.W. (Buck Width) Shim as req'd. Two By Wood 1/4' Max. by Others See Note 1) / s 15/16' 1/4' f — F.W. (Frame Width) — see Note E) NOTES 1 to 14) See General Notes Drawing FLEX40200, Sheet 1 & 2. A) Milestone Series 4000 Single Hung Window with Non -Impact Resistant Insulated Glass Is shown. Drawing also applicable to Impact Resistant Laminated Glass glazed windows. B) IG Unit (Non -Impact) tested with 0.125" double strength annealed glass / 0.50" air space / 0,125" double strength annealed glass for total thidmess of 0.75. C) LG Unit (Impact) tested In the following: LG Unit tested with 0.125" double strength annealed glass / 0.090' PVB intedayer / 0.125- double strength annealed glass. IG/LG Unit tested with 0.125" DS Annealed / 0.24' airspace / 0.125 DS Annealed / 0.090' Saluda PVB Intedayer / 0.125" DS Annealed. D) For Fin Installation of Single Hung Window, extension fin will be secured to wood structural framing as shown. Do not remove the fin extension. When mulled, fin extension can be removed on the side of frame mulled. E) For Fin Frame window sizing: the Fin Frame Height (F.F.H.) is equal to to Buck Height (B.H.) as shown in Section A -A, and the Fin Frame Width (F.F.W.) Is equal to the Buck Width (B.WJ as shown In Section B-B. F) Fastener locations shown on Sheet 2 based on F.H. and F.W. dimensions. F.H. = B.H. + 1.25" and F.W. = B.W. + 1.25'. G) See Sheet 2 for Fastener Location & Quantities and Window Design Pressure! H) Item 8, Aluminum Angle 2x2x1/8 will be secured to the two by wood framing all using 3 wood screws (Item 7). Two screws will be within 6' + 2' from to angle's edge, one on each and. The third screw will be located at the centerine of the angle ± 2. Angle length Is buck width width +0/-2'. 1) Not used. J) Fastener locations are measured from the window Frame Width F.W.) or Frame Height (F.H.) as shown In Section A -A and B43 on Street 1. K) For fin window sizing, the Fin Frame Height (F.F.H). Is equal to u' Sheathing the Buck Height (B.H.) as shown In Section A -A. I-11— By Others (L) For M window sizing, the Fin Frame Width (F.F.W J Is equal to Fin extension the Buck Width (B.WJ as shown in Section B-B. see Note D). M) Finned window installation will be in a manner consistent with the tested flange window configuration as follows. 1. Sul - Install No. 10 WS (Item No. 7) at a minimum embedment of 1-3/8' through the attachment fin as shown in Section A -A. it. Head - Install No. 10 WS (Item No. 7) at a minimum embedment of 1 31W through th load fre Blown inStuccoameas By Others Section A -A. This installation Is the same shown on FLEX41210 for the head. SECTION B - B fit. Jambs - Instal No. 10 WS (Item No. 7) at a minimum embedment of 1 3/8" through the jamb frame as shown in LH Jamb Shown. Typical for RH Jamb.) Section B-B. This Installation Is the same shown on FLEX41210 for the jambs. - Iv. To facilitate fit -up of the finned window in the opening, No. 8 wood screws or framing nails can be used at the Head and Jambs ONLY. Spacing and quantity of the screws or nails Is at the Installers discretion as they serve no structural significance and are only used to hold the widow in the opening while Item No. 7 Is Installed as detailed above. a 8 o a Z P If. Dates 10/20/06 Scale: NIS Drawn by: m CJedked By: R]A Robert J. Arnoruso, V.E. FL Lk ease No. 49752 8% - n N ADApo•• ETA {'.f Q Poi, ...... "-'r.. ANAL E>•. t... Drawing No. FLD(41220 Sheet 1 of 2 General Notes Drawing for Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Window Installation Details 8) Wood Screws and Tapping (Sheet Metal) Screws (for Installation of window In wood buds or framing substrate) a. Flange frame vinyl window components may use "Far or "Pan" head screws except the following; 1. Single Hung flange frame window Jambs will use "Rat" head screws. b. Fin frame vinyl window components shall use "Pan" head screws except the following; I. Single Hung fin frame window jambs wig use "Rar head screws. C. 2x2x1/8 aluminum angle, when required will use "Rar head screws. d. Wood Screws shall meet ANSI B18.6.1 dimensional requirements. e. Tapping Screws shall meet ANSI 818.6.4 dimensional requirements. f. Diameter and embedment shall be as Indicated on the Installation drawing. g. If wood tends to split, pre -tore holes as follows (National Design Specification for wood construction). t. No. 8 wood screw - 1/8" diameter pilot hole. ii. No. 10 wood screw - 9/64" diameter pilot hole;. h. Wood Screws & Tapping Screw shall be of sufficient length so that the minimum embedment Into the receiving substrate (member receiving the point) Is met. I. Wood Screws & Tapping Screw shall not be used for fastening into the end grain of wood. J. Wood Screw & Tapping Screw allowable lateral and withdrawal bads used to generate fastening requirements are based on a specific gravity of 0.42 for spruce-pine-flr (SPF) unless otherwise noted. k. To accommodate the wood screw fasteners, the vinyl flange frame components and 2x2x1/8 aluminum angle stall be drilled to a 13/64" diameter tale size and countersunk in accordance with the following. I. Single Hung flange and fin frame window jambs and 2x2x1/8 aluminum angle where "Flat' head screws are required. 1. 13/64" diameter hole Is required. 2. 82° countersink cut to a depth that will allow the head of the flat head screw to be Rush with the material. This Is important with the Single Hung flange and fin frame window jambs so no interference with the balances occur. ii. All flange frame vinyl components excluding the Single Hung flange frame window jambs where "Flat' head screws are used. 1. 13/64" diameter hole is required. 2. Do not countersink. III. All flange and fin frame vinyl components where "Pan" head screws are used. 1. 13/64" diameter hole Is required unless a predrilled hole Is present 2. Do not countersink. DISCLAIMER The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage [i.e., concrete screws, wood screws, tapping screws, nails and Vulkem Structural Adhesive (or other approved equal)) to achieve the design pressure specified on the fenestration product as required by the current addition of the Florida Building Code. Recommendations regarding flashing, sealing, sealant or other joint sealant practices are not within the purview of this Installation JAddrawing and do not constutite a warranty either expressed or implied. NOTE ON PE SEALING Original drawings with two sheets (pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first (front) sheet only. In response to Robert Amoruso's inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20, 2002 responded that in such circumstances, it is acceptable for the sealing PE to only sign, date and seal the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31, 2002 from the Office of the Attorney General, State of Florida. Date:1o/zo/os Scab: NTS Drawn By: CD Checked By: RIA Drawing No. FLD(40200 Sheet 2 of 2 General Notes Drawing for Milestone Series 4000 Non -Impact and Impact Resistant Vinyl Window Installation Details A) General Assembly Installation Instructions 1) SHIMMING: These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact and Impact Resistant Vinyl Fenestration Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. a. FLANGE FRAME WINDOWS - Shim as required at each installation fastener with load bearing shim. The maximum allowable shim stack to be 1/4". 5 b. FIN FRAME WINDOWS - Shim as required at each installation fastener with load bearingshim. The maximum allowable shim stack to be 1/4". At the sill apply a bead of. Vulkem 116 adhesive sealant or approved equal at the fastener location prior to InserUrg the shim to adhere the shim to the substrate and/or window frame. Full bearing between the shim, substrate and window frame are required. 2) SEALING BETWEEN FENESTRATION PRODUCT AND SUBSTRATE Qa. Recommandatlons regarding flashing, sealing, sealant or other joint sealant practices rJ are not within the purview of this installation drawing and do not constirtlte a warranty either expressed or implied. b. WINDOWS - FLANGE FRAME I. Adhesive Seal - REQUIRED 1. Use Vulkem 116 adhesive sealant or approved equal between windows integral mounting fin and precast concrete sill (or other sill construction) a" full length of sill 2. Use Vulken 116 adhesive sealant or approved equal between windows ArJ Integral mounting In and the orre-by wood buck along the full length of the jambs and head. 3. Application of Vulkem 116 adhesive caulk or approved equal must comply with sealant manufacturers recommendations. C. WINDOWS - FIN FRAME I. Adhesive Seal - NOT REQUIRED 3) MATERIALS: a. Window frame material is PVC Poly Vinyl Chloride meeting AAMA 303 and ASTM D4726. b. Concrete Screws shall meet the minimum requirements of Note 7. C. Wood Screws shall meet the requirements of Note 8. d. Tapping (i.e., Sheet Metal) Screws when used In lieu of Wood Screws shall meet the requirements of Note 8. e. orrosive Resistance Coatings for installation fasteners shall meet the requirements of Note 5. f. Concrete block or concrete masonry units (CMU) shall meet the requirements of ASTM C90. g. Concrete shall meet the minimum requirements of the Florida Building Code (minimum compressive strength of 2500 psi). 4) BUCKING: a. One by (Ix) wood tucking: I. Applies to all non-strtxwral tucks less than 1 1/2" tNckrim. Not intended to rJ imit to nominal one by wood buck only. IL One by wood bucking shall be securely fastened to the substrabe (masonry, concrete or structural wood bucking or framing using fasteners suitable for the application.) b. Two by (2x) wood bucking or framing:. I. Applies to all structural wood bucks and/or framing at the head, jamb or sill equal to and greater than 1 1/2" thickness. rj II. They shall be securely fastened to transfer the bad to the masonry, concrete or other structural substrate per the current edition of the fbrida building code and/or the engineer of record's details as applicable. B) General Fastener Installation Instructions. 5) All installation fasteners must be made of corrosion resistant materials or have a corrosion resistant Coating applied suitable for the environment and/or framing material. Where fasteners are used in pressure -preservable treated wood, the wood supplier shall be consulted for recommendabon of fasteners compatible with the pressure -preservative treabnent process Used. 6) All field -supplied holes In the frame (if required) will be 13/64", In diameter for No. 10 wood screw or tapping screws and 3/16' concrete screw. The drilled holes shall be located as shown on the installation cJ drawings. See Notes 7 and 8 for further details. Fastener location tolerance Is +/- 1". 7) Concrete Screws (For attachment to masonry or concrete substrate) a. Flange frame vinyl window components excluding Single Hung flange frame window jambs may use Flat' or "Pan" head screws. b. Single Hung flange frame vinyl window jambs and 2x2x1/8 aluminum angle shall use "Fiat" head screws. C. Shall have a minimum nominal diameter of 3/16". d. Shall have a minimum embedment of 1 1/4" Into the concrete, masonry or concrete block or masonry unit (CMU) receiving the point. e. Shall have an allowable working load in shear of 126 Ibs unless otherwise rated. I. Working bad Is defined as the ultimate bad determined by best divided by 4 as detemdned and published by the concrete screWs manufacturer. 5 . Ii. If the allowable shear load exceeds the above minimum, required number of fasteners shown on the Installation drawings CANNOT be decreased. iii. If the allowable shear bad Is less than the above minimum, additional site engineering analysis meeting the building code and acceptable to the Authority Having urisdiction (AHI) WILL BE required. f. Concrete screws shall be of sufficient length so that the rninimum embedment into the receiving substrate (member receiving the point) is met. g. Minimum Edge Distance of fasteners shall be 1 'b'. h. To accommodate the concrete screw fasteners, the vinyl flange frame components and 2x2x1/8 aluminum angle shall be drilled to a 13/64' diameter hole size and countersunk in accordance with the following. I. Single Hung flange frame and fin window jambs and 2x2x1/8 aluminum angle where 'Flat' head screws are required. 1. 13/64" diameter hole Is required. 2. 82° countersink cut to a depth that will allow the head of the flat head screw to be flush with the material. This is important with the Single Hung flange and fin frame wirdow jambs so no Interference with the balances occur. II. All flange frame vinyl components excluding the Single Hung flange frame window jambs where Flat" head screws are used. 1. 13/64' diameter hole Is required. 2. Do not countersink iii. All flange and fin frame vinyl components where "Pan" head screws are used. 1. 13/64" diameter hole Is required unless a predrilled hole is present. 2. Do not countersink DISCLAIMER The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage [i.e., concrete screws, wood screws, tapping screws, nails and Vulkem Structural Adhesive (or other approved equal)] to achieve the design pressure specified on the fenestration product as required by the current addition of the Florida Building Code. Recommandations regarding flashing, sealing, sealant or other joint sealant practices are not within the purview of this Installation drawing and do not conshitite a warranty rJ either expressed or implied. NOTE ON PE SEALING Original drawings with two sheets (pages) are reproduced on one sheet front and back. When reproduced this way, they are sealed on the first (front) sheet only. In response to Robert Amoruso's inquiry to the Florida Board of Professional Engineers, the FBPE at their meeting on June 20, 2002 responded that in such circumstances, it is acceptable for the sealing PE to only sign, date and seal the front sheet of the drawing when printed on the front and back. This was documented by letter to Robert Amoruso dated July 31, 2002 from the Office of the Attorney General, State of Florida. Date: 10/20/08 Scale: NTS Drawn By: CD Checked By: R]A Robert J. Amonuso, P.E. FL License No. 49752 1ALAES Mlle i1 CTATf Q 7pNAl. [IV . Drawing No. FLEX40200 Sheet i of 2 HEAD ITEM #7 FASTENER LOCATIONS & QUANTITIES Based on Window Frame Widths) X Denotes Fastener Location Fastener Location Dimensions Shown are 1" tolerance. See Notes K, L & M. Head Illustration No. 1 (2 Fasteners) 4, F I 4, I I Centerline F.W.F. JAM B ITEM #7 FASTENER LOCATIONS & QUANTITIES Based on Window Frame Heights) X Denotes Fastener Location Fastener Location Dimensions Shown are +/— 1" tolerance. See Notes K, L & M. Hated Illu>Oration No. (8.. 8.bw) No. Fa.bn.rs Commodity Modular WiMSit. Code Buck Width tow)( in) Widths Code Suck Width BW)( in) 1 2 1 17 718 20 23 V4 2 2 1H 25 VA 24 27 114 2 2 3H 29 114 28 31 VA 2 2 2 35 14 30 35 14 3 3 34 39 114 3 3 48 46 14 38- 13 fi4 3 1 3 3 51- V8 40 Head Illustration No. 2 (2 Fasteners) l Centerline of F. W. Head Illustration No. 3 (3 Fasteners) J. mo 81.0r.0on No. la.e a.low) No, F. A.— Commodity Yod.l.r Haight $ lie Cod. k Heiald Bill HWgbt ehn code Balk H.qm SH) fin) 1 4 2 24 3y4 24 27 114 1 2 _...__. 4 8 3 37 1!s Y3' 8 30 35 V4 4 2 6 4 49 40 47 114 2 6 45 5 44 51 114 2 8 5 61 14 50 S9 1:1 3 s e ro S4 i 1:4 Jamtr Illustration No. 1 (4 Fasteners) Jamb Illustration No. 2 (6 Fasteners) L I Ll 1 Ll/2 4. 25 4.25' F L2/ L L12 1 3 1/2' Jamb Illustration NoI. 3 (6 Fasteners) L 13' 4. 25' s- 1 13. 5' L 3 1/2' Centerline of F. W. ELEVATION NOTES: Centerline of F. W. Centerline of F. H. VIEWED FROM EXTERIOR K) Fastener locations are measured from the window Frame Width (F.W.) or Frame Height F. H.) as shown In Section A -A and B-B on Sheet 1. L) For flanged window sizing, the Flange Frame Height (F.F.H). is equal to the Frame Height F. H.) as shown In Section A -A. - M) For flanged window sizing, the Flange Frame Width (F.F.W.) Is equal to the Frame Width F. W.) as shown in Section B-B. DESIGN PRESSURE (DP) Series 4000 Vinyl Single Hung Flange Frame Windows IMPACT RESISTANT (Laminated Glazing) NON4MPACT RESISTANT (Insulated Glazing) DESIGN PRESSURE = +/-40 PSF FOR THE DESIGN PRESSURE = +/-40 PSF FOR THE FOLLOWING WINDOW SIZES: FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (in) 482 48 x 26 to 36 53-1/8 x 72 COMMODITY Size W (in) x H (in) 482 48 x 26 to 36 53-1/8 x 72 DESIGN PRESSURE = +/-50 PSF FOR THE DESIGN PRESSURE = +50 / -60 PSF FOR THE FOLLOWING WINDOW SIZES: FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (in) COMMODITY Size W (in) x H (in) 12 19-1/8 x 26 12 19-1/8 z 26 to to 26 37 x 72 26 37 x 72 Date: 3e/20/08 Scale: NTS Drawn By: (D Checked By: RJA Drawing No. FLD(41210 Sheet 2 of 2 HEAD ITEM #7 FASTENER LOCATIONS & QUANTITIES Based on Window Frame Widths) ems— Denotes Fastener Location Fastener Location Dimensions Shown are +/— 1" tolerance. Head IllustratioBelowNo. (See Below) No. Fasteners Commodl Modular WidthWidth Size Bud[ Width SW)On) Width Size Code Buck Width BW)on) 1 2 - 1 17 718 20 23 114 2 2 1H 25 1/4 24 27 114 2 2 3H - 29 1/4 28 31 114 - 2 2 2 35 3/4 30 35 114 3 3 34 39 1/4 3 3 48 46 3/4 38 43 1/4 3 3 3 51 7/8 40 47 114 See Notes J, K & L. Head Illustration Head Illustration Head Illustration No. 1 (2 Fasteners) No. 2 (2 Fasteners) No. 3 (3 Fasteners) 4• F 4, 81 81 8,[— I B. Centerline Centerllne Centerline I/ F.W.F.W.F.W.li I F.F.F. JAMB ITEM #7 FASTENER LOCATIONS & QUANTITIES Based on Window Frame Heights) X Denotes Fastener Location Fastener Location Dimensions Shown are +/— 1" tolerance. See Notes J, K & L. Jamb Illustration No. (Sae Below) No. Fasteners Commodity Modular Height Size Code Buck Height BH) (in) Height Size Code I Buds Height BM) (in) 1 4 2 24 314 24 27 1/4 1 4 3 37 US 30 35 1/4 2 8 43 /4 2 6 4 49 318 40 47 1/4 2 6 4 1 55 44 51 114 2. 6 5 1 61 314 50 59 1/4 3 8 8 1 70 314 60 71 1/4 Jamb Illustration Jamb Illustration Jamb Illustration N'o..1 (4 Fasteners) No. 2 (6 Fasteners) Not. 3 (6 Fasteners) 3 Ll 1 L1/2 13• 4.25 L 4.25' _ 4.25' 5' S. 5• L2/ 13.5' L2 L i12' 3 ) 3 3 112' T tom--- F.W. Centerline of F.W. Centerline of F.H. ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE (DP) Series 4000 Vinyl Single Hung Fin Frame Windows IMPACT RESISTANT (Laminated Glazing) NONahIPACT RESISTANT (Insulated Glazing) DESIGN PRESSURE =+/-40 PSF FOR THE FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (in) 482 46-3/4 x 24-3/4 to 36 51-7/8 x 70-3/4 MODULAR Size W (in)x H (in) 3424 39-1/4 x 24-1/4 to 4060 47-1/4 x 71-1/4 DESIGN PRESSURE 50 PSF FOR THE FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (in) 12 17-7/8 x 24-3/4 to 26 35-3/4 x 70-3/4 MODULAR Size W (in) x H (in) 2024 23-1/4 x 24-1/4 to 3060 35-1/4 x 71-1/4 DESIGN PRESSURE = +/-40 PSF FOR THE FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (In) 482 46-W4 x 24J/4 to 36 51-7/8 x 70-3/4 MODULAR Size W (in) x H (in) 3424 39-1/4 x 24-1/4 to 4060 47-1/4 x 71-1/4 DESIGN PRESSURE = +50 /-60 PSF FOR THE FOLLOWING WINDOW SIZES: COMMODITY Size W (in) x H (in) 12 17-7/8 x 24J/4 to 26 35-3/4 x 70-3/4 MODULAR Size W (In) x H (In) 2024 23-1/4 x 24-1/4 to 3060 35-1/4 x 71-1/4 R N ill Date: 10/20/08 Sole: NTS Drawn By: CD By: I. Drawing No. FLEX41220 Sheet 2 of 2 R W R. W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230Valrico, FL 33593 Pbone 813,659.9197 Facahnile 813.754.9989 Florida Board of Professloaal Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: 7FL61974.17R1 Date: October 1, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Distinction Series Opaque Fiberglass Door Inswing / Outswing Impact" Manufacturer: Nan Ya Plastics Corporation Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone: 800-779-0561 Facsimile: 973-759 4001 Scope; This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Nan Ya Plastics Corporation, Plastpro Inc. based on Rule Chapter No: 9B- 72,070, Method Id. of the State of Florida Product Approval, Department of Community Affairs. Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.B. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). - See Drawing No. FL-6184.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 October 1, 2008 R:1A - ProjecWftject FoldersTroj 801 - 90Mpt8931PF 893 RIM Word Does - evals 8pps etc1FL. 6194.1 Rl.don Sheet I of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code FBC) structural requirements excluding 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 areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meats missile level "D" and includes Wind Zone 4 as defined in ASTM B1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-6184.1 for size and design pressure limitations. Zr Lyndon F. Schmidt, P.B. FL No. 43409 October 1, 2008 R:W - ProjectsAPwjed FoldmWmj 801 - 9001pf8931PF $93 R 11B. Word Does - evals apps eteWL 6184.1 Rl.doe Sheet 2 of 3 Supporting Documents A Drawing Dmwing No. FL-6184.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed 1. Testing per ASTM E330-02, and ASTM El8861H1996-02 as performed by Testing Evaluation Laboratories Inc., and reported in test report number TEL 20050221001, signed and scaled by Wendell W. Haney, P.E. C Calculations I. Product anchoring is in accordance With manufacturer's published recommendations as substantiated by tested specimens reported in test report number TEL 20050221001. Additional product anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon.F. Schmidt, P.E. D Other 1. Certificate of Participation issued by National. Accreditation 8t Management Institute, Inc., certifying that Nan Ya Plastics Corporation, Plastpro Inc is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon P. Schmidt, P.E. FL No. 43409 October 1, 2008 R:1A - Project0roject FoldemTraj Sol - 900\pt8931PF 893 RIM Word Docs - mis apps ete1FL 6184.1 Rl.doe Sheet 3 of 3 NAN YA PLASTICS CORP. PLASTPRO INC. Q P"CH TP" H" nOAD Wv&xMMM fawswtsEy WMW DISTINCTION SERIES OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPACT" 1. This MXW hos boom evokiatW Orld is in conVku-ice with the 2W7 Honda k&*V Code JRq sir=turd mqkWWIS a;,cjM*V the High Velocity Kzdcor* Zone, (HVq. 2. Product anchors Shoji be as Wed and spoced as Shown on detols. Anchor embedment to OM Tr=Wd sholl be beyond wall dm=V orstucco. 3. When used in areas mWWS wind bo'me debris protection ft P"cl complies wtlh Scaon 16M.1 I of the F11C and does not recluke, an VV= mWent c0vffkK;, This product meals missile level M' OW hc1lud0s WrWone 4 as defined in ASTM Lq "& 4. For ZC =4 ftm*V CMhoCtion, onchoft or these wft Shea be, the T* as that shown for 2c buck Masonry consiruction. Site condition: that davkft from the 0181GUs of this drawing require kwtw wgheWrlg cMtYsb by a licensed w&w or registered orclifteL ZAALEOFCON78M MW# Anownow- 1 7 31 618wotiones PrOSSIXOS. & perwal rof 2 Door panel Feloft5—ow3 HortronDticronstclkxs 4 5 kick odd tML—i ---9 . buck masonry construel Ix bx* cormuction L 7 IBit of 3730' MAx.O,ti FRAmE wim INSWING 3747 x &2W 6U 70.0 OUTSWtNG 37—W x WAX- 65.0 65.0 O MYS. UT an WE FL— oam WS* MAX DOOR PAK&VVVMM NTM R DaF" A RK ji Or. FL-si"i 1 19E . i d z s i W] • r Y' I i I l! u.V MOR EROR 31 HOR¢OMAI,RO$$ $KIIpAI seetlon ca o scsaws rorwood sc'e a as 171aS.2or the C o.ts CI&TO MP.) i 2Q.HOR¢ONiAL CROSS st'ct onr t-1/s'MtN. uB. (fYP.1 LU o' U EXTERIOR 73 - ORlTONTat cRoss sFClrorr 3 RIC Yo° 5 9 SOS a N.7S en OT ma !FS 1 mo ML. i FL-67"I u 4 I -MIN. FROM 1"MM. FROM MASONRY EDGE--I- n ASONR1. POE —._. np4 I arpJ I RL R IMFRtOR J SECTION 261/TMK ROM 2- I1Z AWN. FRCM MST fi)GE_t_MA"W EDGE f J RrPJ EXlE o `o INTERIOR 21V trlrar rR SECTION U Showe wnx suDouac suarnannpeonaetosaoswstorwoossarows per Seeftn 1714ZAI d ft PBC 4 VERflCA1 C S ON CohBpueatlert a 9 08 NTS DT e+ LFS ! er¢ a, FL-87"I g r 4 w 7 74s' ",.M J lZU r' d TYPuCC--^^ ee . P N , dN./fJ S JAMBS p li SEE NOTE 1 $ 2X • 9 BUCK 6v TYP. EAD S BUCK JAMBS FRAME :' MASONRY y OPMNG MASONRY_ s ` AN[XORWG JAMB _. FfAddE ANGNOlLuM R *Y buck eorwvcflon SnWJAM T 21 — 13 26NOTE: 31 1, 1/4" Hco concrete Screws anchCft 2( buck regvkwa minimum 1"W=nce to masonry edgft o l-i/CmhM wmgembedmentandamlrvmurn4" daorance to aUJaoent concrete screws. Subslilvdon of egudl concrete Screws !ran adrtlerenrwPPSermoyhavediRe/ent edge dBxance and center dlttanCe requirements concrete =,., beat at the 13 0 Oe 94comersmaybeddluatedtomahtointhemWmurnedgectistancotomortarJoIhMItconcretescrewbcotlornnotedas / soars N.TAMAXONCWWmustbewaledtoMOhtolntheMkVmumedgecblmxetomortarloioddmondcon=te are m orI'll maybe required to ens:ae the Mm*YX rn on center dtmerubn is not exceeded, ,fAMM MW ILAIEWAA are LFS a Ft — steer a ter' S nr 7 was — SffNOTE 1 a s OPEir?IG — a s 4 +r r ixcuccaonaueeon a NOTE 1. 1/4"17SM COnCCte StTrayvS artcJlarbrg iirarpe and/or requiro o rnYrrrxrm 2.1 jZ" ctearor e b mosoruy adeas, a1-1/4' nrnfimum embedment and a mtninum 9''clevarrccia i ccvlctefe screws. Subslitu8orf ofconcretesama6omacrerentsLOler"W N"Imenx» edge cWonce and carrier cwow)ccConcretescrewlocolbmatthecornettmaybeccpLotomabbb, the rnbdmum edge difrorlGY to lobrtx d 4=4:f a $crow noted ci'M x ON (:94M ' mrat be adpated to maintain the n>fimatars edgeda7aneetomarbrjoints, odoWonai oonoete screws moybe mgAed to WWxe the mm*mm On ceontw rwmonisnotav000ded2 8/16' 11W concrete scm a cncherbrg /tome on d/orsa requ re o rrdrshWm 1-7/8" claorance to mosonry a lM o 1-1/4'rrdnbnxn ernbedrnent and o mbtirru m Z-1/4- io aC ocmt concrete screws urdess oftwv'se notedbyconcxelascrewmxaS eti s 9 08 i is N.TSI m Dr on Lm i 19q Mqi = FL— MgKi C .. • s Y I f Saf 1 ^ air rF SEE rz-61s4.1 ci OFFICE PERMIT Work Write Up for Weatherization Program To Contactor* llem's fxsiedt Oil the work Write up may not pertain to your core business function. These items shwtd be bid under the umbrella of your company throught;cerised conlraciois Such as Plum . brng. Ejec.trlbat, HVAC, Ric6sg Etc It is you, responsibility to Putt permris and provide results pertaining to your business Ifun citon according to Local Misrircipaftty and Coda and or Plovtdis the same 1,orn ho-insed contractors Dens-ing 10 Piumtilng, Electrical, HVAC, Roofing Etc You are iequxed to pro,,oided Cei t1iad Payroll tea all work performed on residence, for your company and all sub -contractors hired by you, Any house or trotter built bie 1978 will require EPA Lead -Safe Won, PractiCis cir Leap Testing to be nerformw by a EPA Lead -Safe Cerified Firm Photos of EPA Lead -Safe Worl, Practice or Documentation Sucipcirprig Negative Test Results,are, reqhred for agency lacttmenia4uan & client rile. it additional items are needed in conjunction with a Work Arite Up Item, you roust provide an acbericIum explaining repair in order lot payment to be processed you must provide the Payment Request Form, Signed Invoice Release of Lien, Passed Pernitts LSW Dactiman at or for pre- 1978 rromes & Davis bacon Compliance Additional into may be required. Ali Work and Punch List items must be, i Do% bbrnpteze, Primes Sltetris may be subject to change to meet budget requirements it so, once and item changes Mill be aqfeed upon veroaliy The bid will then be adjusted, sGred by MOVV as (Addendum to Bid), aria sent back to YOU You are required to sign as iAcceptance of Addandurn to Bid) and seno bacir io,%1014, MOW will then sign as I.Abi-epiance of Bid) and Send tact to yau- it may oegtr, All specificativns, terms and conditions . shall be as deschoeo in the OWNEWCON TRACTOR AGREEMENT ano the FLORIDA WEATHERIZ4TION HANDBOOK, MATERIALS, INSTALLATION and WORKMANSHIP STANDARDS. tee # Qos ripbon'bM4t Rpq ed, friority4 Watd,flal'L;;Lobar 0rj"JTotal`_" I Install smok a cevaer iM living iaittrilry Has S 4no S 36 .00 S 70.00 2 irrsw co da.=or a kit w H&S 3 0.00 S 30,00 5 80.00 3 Install txnajSj fan @ barn &Vrnt to CX10fi(if H-6 S 75.00 S 150,06 5 225,00 4 4 laslan extia4st fan for gas strive & vent to owerii, Has S 75.00 S 150.00 S 225.00 4 5, Install lzm ft, smnwrriew owal Total - I Rewe ,' 30.00 S MOO S 50.00 6 it s nit atersaver aerators i:itcnert & =h Total = 2 Requin?q. S 20.00 S 20.00 S 40.00 7 tnrutg!e. WA4 lgri,,s Requirecl 5 50, 00 S 50.00 S 100.00 8 Ca't" k aft intw,*r v.'+r*wo s 1. S 50. 00 S 75 00 S 125,00 9 Fzozr.* hda il ra!t a me nan next is stria a oulwt 60'. next W S 26,00 10 Ritvzir ow under "WH. S 100,00 5 300.00 S 400.00 repiam it= 02, tcc*sw,,*aVbc9 Adderidum f Price CriarKia 10,22-2010 1 S 310,00 G $300.00 10 S 610.00 12 Repti: I Wa VAndov, # 4 t S 75. 00 5 125.00 S 200.00 13 tisowa atac! o P-30 (iizzimmorl.562 sq/l, 1 s prwtv aectl" qwkrits & 2 S 175.00 S 200,00 S 375.00. 14 1 1 rip & wild dam0 least I- a"Jovrilmulavion @arric X=ass 2 S 30, 00 S 40,00 S 70,00 15 lnr.alj War =eiinswrizo," 0 2,3.4,5 'facet-4 4 S 175,00 S 200,00 S 375:00. 16 insuitt cl- ls G beds,. rival, b-31h, & 'titcrien Toot - 12 6 S 40.00 S 60.00 S 100.00 1 1 7 Poemcve tyrAn viindow AC init, and capince anenjy star ratea units (ixiv "1 9 S 4%00 S. 300.00 1 S 750,00 18 sell) batiri rieer AC -iIs,-dvmtI e tristall mntmti a Xftll, 0 S 120,00 S 100.00 S 220.00 fixit',311 tw, nkmzric Wlit widno can to I S 250. 00 S 300.00 S 550,00 20 Add corritusticrurilitim as in opmoprtate area. Crtoose ininhol froyn at acried examotes 10 S 50,00 S 120,00 S 170.00 Perm -is Adoenctim i Price Chantit, 10-22-2010 S 75:00 0 S 75.00'0 S 150.00 S INAME: IJuanita Williams DATE: 10113/2010 S 4,971 .00 Uilt 1931 JOB iwilliarnslIA0 1407-323-1383 ADDRESS. 11 121 HickoryAve, Sanford FL, 32771 IPHONE: 321.274-7780 Ncitic Ao,Sid,,", '71 Please inspe.ct the properly and submit the w"-write up with your cost to me NO LATER THAN 10-21-2010. If your bid meets the criteria, you will be contacted w! I th the Notice Tu'Proceed With Work,, si6ned, with a time frame for work to be -Completed in, Contractor: Cook Creations Signature: John Dumont Date: 10-21-2010 sV -1b Addendum to Bid: m jrDate: Mow o'Ic7o.Fr`oceeil' W ions Work Your contract and proposal for homeowner repairs and upgrades=.It the above mentioned address. Owners have been examined and accepted by the Weatherizalion Program. staff, Items have meet the approval of the client. Items mentioned above Are to be completed within the specified time frame. You may begin work on 10-27-2010. You shall complete all work on or before 11-12-2010. Acceptance of Bid: Dates Jay Curbow I Weatherization Manger MOW (may pro ad) Meals on Wheels Etc. V 2801 S. Financial Ct Sanford Ft32773 Acceptance of '0 r Z0 l 1I 'toffid:(2!in_ Addendum Irce-• 3to- .14) Office: 407-333-8877 extA 1 4 1 Fax 407-829-2468 CONTRACTOR (sign & send back) Cell; 321-388- 4829 Application No: Documented Construction Value: $ SoV _U d' Job, Address: Ac. C ( Historic District: Yes Noe / Parcel ID• Zoning: u o c- .S+oveDescription -of Work: Q Lu r ' i Plan Review Contact Person: Title: Phone:- Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? ': City, State Zip: f tc Contractor Information Name l Gil J` o, .,L(o Phone: 40 U- k e_ Fax: City, State.Zip: ,/1) a State License No.:.c' 6U f Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood- Zone: Electrical 11 New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures:. Fire Sprinkler/Alarm No. of heads: b0) 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 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 of 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN _ FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING, YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may` be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we'reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: J tr a-1 Ia. Signature of Contractor/Agent. Date r . Print Contractor/Agent's Name — Signature of Notary -State of Florida Date i _}'1 17-r 5N- M' B _1:AN7d( myromi,SS10N#DD629096 F r iS: February 25, 2011 i 1. Not— DiSCALlilt n cContractor/Agent is -4Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08