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Home My WebLink About1101 W 2 Stf EAAPR8 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: , Documented Construction Value: $ I o0C) SjQbA- ddress: Historic District- Yes No Parcel ID • Zoning: Description of Work: Plan Review Contact Person: (2/1) r/Q " 4 j . 1gwov Phone: Name 2/1/f} /7 . L Ch O/J _ Phone: Street: // O/ Al" o' n Resident of property? jlCity, State Zip: C/ Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Building Permit 0 Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical to New Service — No. of AMPS: Mechanical( Duct layout required for new systems) No. of Stories: Plumbing f^ , i New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: T". 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 perfprmed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate pertnit 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/&dt Date Signature of Contractor/Agent Date Print O /Agent's Name Print Contractor/Agent's Name 5 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Produced ID APPROVALS: ZC ENGINEERING: COMMENTS: UTILITIES: ij Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: r /< Rev 11.08 C C')Pe_oT cv0rf— D - - APR 2 6 2011- --- — CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION LfApplicationNo: l Documented Construction Value. $ (DOC) ejobAddress:- Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: / 1' " Phone: _ Fax: E-mail: y-WWII ucun Name e/U 9 /? . L`Ch.O/ _ Phone: 60 Street: //D/ // ' Resident of property? : 2 5 . City, State Zip: A.e U Contractor Information Name Phone: Street: Fax: " City, State Zip: State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit fAr Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical t9 New Service — No. of AMPS: Mechanica j;rq(Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: I 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/Age&t Date Signature of Contractor/Agent Date Print O /Agent's Name Print Contractor/Agent's Name 5 /Z/,/ Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Produced ID APPROVALS: ZONING: UTILITIES: ENGINEERING: Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: COMMENT&OU. IU ccgl,,,Q, ex'•'kcb ao,)f:- Gig— I)- rky . h«a tv `,Ok-1 (or k '5'4 11 OWNER, BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information ' to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. / OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of Cthe property listed, may act as my own contractor with certain restrictions even though I do not have a license. _ I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any Myinjuriessustainedbyanunlicensedpersonorhisorheremployeeswhileworkingonmyproperty. homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is pot licensed must work under my direct supervision and must be employed by me, which means that I must i comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 ON I agree that, as the party legally and financially responsible for this proposed constrpction activity, I will r abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes; and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and 'understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions; or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain'as a result of a complaint. Your only remedy against an unlicensed contractor may be in i civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. 0 Prperty Address JW7 411 do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires1icensure under the permit issued. ' Rev. 9.14.2009 WRMIT # Seminole County Property Appraiser Get Information by Parcel Number Page I of 2 Ft s r C—. j- r) 77l' i l i 1.A 1 3 2 I 2.E1 DAv10 JOHNSom CFA. ABA G I 1 1 1.D a 3.0 2.O2.B2.A 2.0 1.0 1.6 PROPERTY o o APPRAISER c 1T , : 9 8.A 9.0 5 SEMINOLE COUNTY FL m L._J—I_ z y 1101 E.FIRSTs7 9 11 12 13 UI IS 8.B8.0 8.0 m SANFORD, FL82771-14£a 1 407 •E,65-7508 10.0 W 3RD ST VALUE SUMMARY 2011 2010 VALUES Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 25-19-30-505-0000-0070 Number of Buildings 2 2 Owner: CHICHKAN ELENA A Depreciated Bldg Value 77,801 86,359 Mailing Address: 612 COLISEUM ST #25101 Depreciated EXFT Value 360 360 City,State,ZipCode: ORLANDO FL 32828 Land Value (Market) 19,110 20,930 Property Address: 1101 2ND ST W SANFORD 32771 Land Value Ag 0 0 Subdivision Name: AVACADO TERRACE Just/Market Value 97,271 107,649 Tax District: S1-SANFORD Portablity Adj 0 0 Exemptions: Save Our Homes Adj 0 0 Don 01-SINGLE FAMILY Amendment 1 Adj 0 0 Assessed Value (SOH) 97,271 107,649 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 97,271 0 97,271 Amendment 1 adjustment is not applicable to school assessment) Schools 97,271 0 97,271 City Sanford 97,271 0 97,271 SJWM(Saint Johns Water Management) 97,271 0 97,271 County Bonds 97,271 0 97,271 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vaclimp Qualified TAX DEED 12/2010 07489 0424 $15,200 Improved No SPECIAL WARRANTY DEED 03/2002 04348 0157 $56,000 Improved No 2010 VALUE SUMMARY CERTIFICATE OF TITLE 02/2002 04330 0775 $16,600 Improved No 2010 Tax Bill Amount: 2,162 QUIT CLAIM DEED 1211998 03994 1327 $7,000 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSQUITCLAIMDEED08/1991 02325 0786 $100 Improved No WARRANTY DEED 0511979 01223 0952 $21,000 Improved Yes WARRANTY DEED 01/1977 01144 1075 $5,000 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 100 120 .000 210.00 $19,110 LEG LOTS 7 + 8 AVACADO TERRACE PB 3 PG 13 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 1952 6 572 1,528 1,186 SIDING AVG $34,753Skelch 59,154 Appendage / Sqft OPEN PORCH FINISHED / 30 Appendage I Sqft UTILITY UNFINISHED / 96 Appendage / Sqft UTILITY FINISHED / 216 Appendage I Sqft BASE SEMI FINISHED / 120 Appendage ISqft BASE /494 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed T-1 PERMIT # OFFICE eDU/GAO:-. _ __-• _"' /D/00/C _Q /IJGt/ " //.S'7`O//Q OI __ — _ c _ o/vC. . d/ Clio _ on•.f _ //7S/q'G .oT._ _. _ e _, .e o o Y+ • , ND IN G oSu.. R -. I Parcel: 25-19-30-505-0000-0070, Building #: 1 of 2 Page #1 of 1 Code Description Qom_ S . Ft., Cap Year UTU UTILITY UNFINISHED 96 OPF OPEN PORCH FINISHED 30 UTF UTILITY FINISHED 216 BAS BASE 494 BSF BASE SEMI FINISHED 120 BAS BASE AREA 572 1952 OFFICE 0 PERMIT # ii-I3ly a, t• g 3 y Florida Building Code •O i PERMIT # Pa e 1 of 4 A IWO) NO =Am= BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff I BCIS site Map I Unks I Search O - "ttM i Product Approval USER: Public UserQ 4 WO y cv Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11251-R3 7 Application Type Editorial Change L Code Version 2007 e Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbc@jeld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 541)882-3451 Ext2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Door's , Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS201 1994 TAS202 1994 TAS203 1994 Equivalence of Product Standards Certified By a Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/30/2010 11/02/2010 11/05/2010 Page 2 of 4 Summary of Products FL # Model, Number or Name JjDescription 11251.1 Steel, Wood Edge In Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, In-swin Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0820.07.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201,2, and3,PDFImpactResistant: Yes Design Pressure: +55/-55 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0820.07_pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.2 Steel, Wood Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-1015.05.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201,2, and3.PDFImpactResistant: Yes Design Pressure: +57/-57 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NOA Installation Instructions FL11251 R3 II 08-1015.05.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.3 Steel, Wood Edge in Wood Frame 12'-0" x 6-8", Opaque, Single or Double Door, With or Without No -Impact Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0810.09.odf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201,2, and3.PDFImpactResistant: Yes Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NO Installation Instructions FL11251 R3 II 07-0810.09.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.4 Steel, Wood Edge in Wood Frame 5'-4" x 8'-0", Opaque, Single Door, With or Without Non - Impact Side-lites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.04.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS201,2, and3.PDFImpactResistant: Yes Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/08/2012 Identified In NO Installation Instructions FL11251 R3 II 07-0709.04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.5 Steel, Wood Edge in Wood Frame 8'-4" x 8'-0", Opaque, Single or Double Door, With or Without Non -Impact Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.07.0f Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S, TAS201.2, and3.PDFImpactResistant: Yes Florida Building Code -Online' Page 3 of 4 Design Pressure: +47/-43 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/01/2012 Identified In NOA Installation Instructions FL11251 R3 II 07-0709.07.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.6 Steel, Wood Edge in Wood Frame 5'-4" x 6'-8", Full Lite, Single Door, With or Without Side-lites, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0731.03.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS202.PDFImpactResistant: No Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NO Installation Instructions FL11251 R3 II 07-0731.03.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.7 Steel, Wood Edge in Wood Frame 6'-0" x 6'-8", Full Lite, Single or Double Door, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.09.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +60/-60 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.09.pdf Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.8 Steel, Wood Edge in Wood Frame F 4" x 6'-8", Full Lite, Single or Double Door, With or Without, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0731.0l.gdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS202.PDFImpactResistant: No Design Pressure: +50/-50 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/15/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0731.01.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.9 Steel, Wood Edge in Wood Frame 12'-0" x 6'-8", Full Lite, Single or Double Door, With or Without Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0801.04.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter S. TAS202.PDFImpactResistant: No Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 08/22/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0801.04.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.10 Steel, Wood Edge in Wood Frame 6'-0" x 8'-0", Full Lite, Single or Double Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.10.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +50/-50 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.10.pdf Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.11 ISteel, Wood Edge in Wood Frame 6'-0" x 8'-0", Full Lite, Single or Double Door, Out -swing Florida Building Code -Online' Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.11.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +50/-50 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.11.pdf Identified In NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.12 Steel, Wood Edge In Wood Frame 8'-4" x 8'-0", Full Lite, Single or Double Door, With or Without Side-lites, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 07-0709.06.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter SR TAS202.PDFImpactResistant: No Design Pressure: +47/-47 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 07/18/2012 Identified in NOA Installation Instructions FL11251 R3 II 07-0709.06.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.13 Steel, Wood Edge in Wood Frame 6'-0" x 6'-8", Full Lite, Single or Double Door, In-swin Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.12.pdf Approved for use outside HVHZ: Yes FL11251 R3 C CAC 2007 Compliance Letter 08- 0312.12.pdfImpactResistant: Yes Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: Product Must Be Installed Per Drawings 05/25/2011 Identified in NOA Installation Instructions FL11251 R3 II 08-0312.12.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11251.14 Steel, Wood Edge in Wood Frame 3'-0" x 6'-8" and 3'-0" x 8'-0" Fixed Impact Rated Sidelite Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11251 R3 C CAC 08-0312.13.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/25/2011 Design Pressure: +80/-80 Installation Instructions Other: Product Must Be Installed Per Drawings FL11251 R3 II 08-0312.13.pdf Identified in NOA Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nex[ Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 0- 2 FaTz-11 eChrsl 8 securlt .1I, RICS' VarisignTrurtad Vl ROV r M AM MIAMI-DADE COUNTY, FLORIDA f METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/build code Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'-8" W/E Outswing Glazed Steel French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509-03-01, titled "Wood Edge Impact Glazed Steel Door 6'-8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by 0. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05-1215.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasgon, P.E. NOA No. 08-0312.09CMIAMH=ECOUNTY 1,6pey Expiration Date: May 25, 2011 0$ Approval Date: July 24, 2008 Page 1 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509-03-01, titled "Wood Edge Impact Glazed Steel Door 6'-8" Outswing Single or Double", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8-01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph A. Reed, P. E. Submitted under previous NOA # 05-1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210-3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. Submitted under previous NOA # 05-1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09. 2. Notice of Acceptance No. 07-0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly -Impact" approved dated 03/22/07, expiring dated 07/28/10. Jaime D. Gasgon, P.E. Chief, Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E-1 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest" issued Jeld-Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01-106-31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. Submitted under previous NOA # 05-1215.01) 4. Laboratory compliance letter for Test Report no. NCTL 210-3195-1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. Submitted under previous NOA # 05-1215.01) G. OTHERS 1. Notice of Acceptance No. 05-1215.01, issued to Jeld — Wen, Inc. (OR) for their Series V-8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. Jaime D. Gasgon, P. . Chief, Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E-2 JELIMEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL! INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITHTHECURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS 201.94 TAS 202-94 TAS 2a3.94 2. WOOD BUCKS BY OTHERS, MUST BEANCHORED PROPERLY TO TRANSFER LOADS TO THESTRUCTURE. 3. PRODUCTANCHORS SHALL BEAS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I. PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVH2) 6. PRODUCT DOES NOT REOuIRE SHUTTERS Face sheets: 24 GA (0.021"min) thickness. Galvanized steelA-525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627 psi. Core Deskln: Expanded polystyrene with 1.0 to 1.25lbs density, byJeld-Wen Inc. Panel Construction: The active and inactive panels are cons"ed from 24 GA 0.021' min) galvanized steel. The face sheets at top and bottom are bent 90" over the top and bottom rails. The top tall measures 1.0"high x 1.668" wide. The steel bottom rail measures 1.21' high x 1.688' wile. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00"high x 1.688" wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cutout for the two-piece ODL Aluminum fits frame. Units are glazed with tempered and laminated impact 1"IG. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endure. Frame Construction: The frames are constructed of linger jointed pine jambs measuring 4.9116"x 1-114' The head jambs are mortised and bult)oined to the side iambs, and attached with three (3) 16GA 7I16' crown x 2" long staples on each side. The threshhold Is attached to the side jambs with three (3) 16GA 7116 ' crown x 2" long staples on each side. Glazing., ODL insulated fife Is 1"overall thickness, consisting of one (1) pane of 0.125'tempered glass; 0.5" air space; two (2) panes of a 125' annealed with .090" PVB intedayer by Solutia. AN tiles are sandwiched glazed into the panels. 37 1/2' MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH O x 21 1/8" o w S2 MAX x 16 D.LO. 10 w zdw A ID m N SINCLE OUTSWING UNIT (XJ SCALE.• 1/2" =1'-O" 74" MAX. OVERALL FRAME WIDTH 36 1/2" MAX. PANEL WIDTH W/ASTRAGAL 21 1/8" 21 1/8' o MAX. — MAX. D.L.O. D.L.O. d x INACTIVE ACTIVE 0 3 3 i, I n REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT (XXJ SCALE.- 1/2" =1'-O" ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION &BILL OF MATERIAL 3 HORRONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 COMPONENT DETAILS 6 UNIT COMPONENTS TABLE I DESIGN PRESSURE RATING APPROVED FOR USE WHERE PROTEC110N FOR WATER INFILTRATION IS REOUIRED POSITIVE 600 PSF NEGATIVE 60 0 PSF PRODUCTREVISED CS cemciyic„ nitb 0m Modds L-04!ng C0d4 ACT.rA.- MN00 -O F D II k01ni P10ducc Co0tro1 Dwtsion or 01PNC]iNf1 >vmr va 0 J 0D(1 a a: Z OLL M2W00 W Y¢SOD Ya wz 0 0 d030 0 0 W p WJ L'i OwV) OW zv~1 Z QW0 Wz UW az JW0509-03 Er 1 OF 6 Item DESCRIPTION i MaterCL 1 1/4" 2 5/8" MIN. 0 19 w o MIN. Q 20 19 0[ 1 1 / MIN. EMB. 1/4" MAX. 20 uj SHIM THK. U -1 2 Z OQm SEE 2 Z ujWY i 00 jSHIMTHK. DETAIL G SHT. 6 SEE l Q 26 DETAIL G WlSHT. 6 26 Y 28 5 9 28 30 21 34 9 27 30 N z2121g Lu z x 21 21 p m p m INTERIOR EXTERIOR ro Q Wp Li a 1 0) 0 1, ci I ci ERIOR EXTERIOR 23 w w I to 1" woz vo 22 23 GALVANIZED pWN wJ 24 22LL p iv MNJLU3 tinm w 24 I j O o O Ex a 21 c mm21 21 o 30 21 m 21 z z 28 30 fe 21 o ii29Utrir 27 28 p Zw „xo... J J ww aww11 ac ppp 0 w 71 34 to 00 N N 1 1/2" MIN. EMB. p m a Z 19 NIMESH BHAVSAR twtc 215108 PRomNayinr,withtheUC`rpavISED FLORKM P.E. NO. 56861 SEAS NOTED Q cst1t1Y C with the Florida Orec. BY: EAG 1 1/4" MIN. w 2 5/8" MIN. --I gtCoN • mecxxRil' i ar:S. SAFFELORAWNxiNO.: VRRTICAL CROSS SECTION TYP. Ln\ VERTICAL CROSS SECTION TYP ae a amen sfrsen r_ JW0509-03 2 7POOD FRAME INSTALLATION SCALE. 6" —1'-0" 2 CONCRETR INSTALLATION SCALE 6" 31'-0" pj t Cmwof 1Tvlsron MM n sfr OF 6 al 1 SIDE JAMB 1 1 4 z 4 9 16 FlNGERJOINTED PINE) PINE 2 HEAD JAMB 1 1 4 z 4 9 16 FlNGERJOINTED PINE) 3 4' x 4' BUTT HINGE 12GA. .089" MIN 4 5 8' PHI PS 00 SCREW STEEL 5 8 PHIWPS HD SCREW WIiH 1 1 2 MIN. EMBED. STEEL 6 10 X 1 7/2- PHIWPS FLATHEAD WOOD SCREW 7 8 X 3 PHIWPS FLATEHEAD WOOD SCREW 8 8Xf' PHIWPS FIAT HFAE1 WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP -LON ODS-650 11 OUTSWING THRESHOLD ENDURA) ALUM 76063-T6 ALUMINUM 12 ASTRAGAL THROW BOLT STEEL ROD 5 16 x 18 STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATEDONHEADJAMB STEEL 14 16 Ca. 7 I6' CROWN x 2" LONG STAPLES STEEL 15 KWIKSET iITAN SERIES LOCK SERIES 400 16 KWIKSEF TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUM 6063-76 ALUMINUM ASTRAGAL T STRIKE PLATE N BOTTOM ILL 19 2x WOOD BUCK WOOD 0 NON COMPRESSION SHIM 21 DOW 995 SILICONE SEALANT ILICONE 2 1 IMPACT IG ASSEMBLY NOA 03-0428-02 CLASS 23 1 8 TEMPERE GLASS CLASS 24 J 8 LAMINATED ANNEALED CLASS G 25 LOCK BLOCK LVL x 12 !G Ll1 TOP RAIL FlNGERJOINfID PINE PIN 27 BOTTOM RAIL 25GA MIN GALVANIZED EL STEEL 28 EXPANDED PDLISIYRfIrF 1.0 ro 115ros DFNSDI' By JBB-WEN 29 SfEEL DOOR PANEL SKIN YATERW. 2lGA CALVAMIZEO A-525 COMMERCIAL QUALITY 0.021' MIN. TIHCI(. STEEL 30 ODL LfTE FRAM ALUM 6063 TS ALUYBNY 31 I st sn !VL Plf w. 33 8 x 2 PHILLIPS FLATHEAD WOOD SCREW STEEL 34 3 16' fIW BUILDIX TAPCON WITH 1.25' YIN. EMBEDMENT STEEL SEE NOTE #3 MIN.1/4" MAX. 5 I SHIM SEE DETAIL r SHEET 1 MIN. 1/4" / Ly 1_BQR140NTAL CROSS SECTION TYP. J WOOD INSTALLATION (SCALE- 6"—1'-0") 1 1/4" MIN. EMB. 1/4" MAX. 2 5/8" r SHIM SEE DETAIL GMIN. ^ SHEET 6 15 11 W I INACTIVE NOTE 4 J / \_EORIZONTAL CROSS SECTION TYP 3JCONCRETE INSTALLATION (SCALE.- 6" =P—O") SEE NOTE #2 17 INTERIOR SEE NOTE #1 INTERIOR 9 EXTERIOR 1 1/2" 1 1/4" MAX. MIN. SEE DETAIL G SHIM SHEET 6 1 1/4" MIN. ; HORIZONTAL CROSS SECTION TYP. U VWOOD INSTALLATION (SCALE.- 6" =1'-0") 1 1/4" MIN. EMB. 1/4" MAX. 1 SHIM SEE DETAIL G SHEEP 6 Y 9 n w 31 3 SEE NOTE #4 Q I I o n rn0 m OUcc ZO¢C? WZ W Y 00 u, w2 LLJ 7 U O W 2 5/8 woatoN MIN, 0 Lu O WZ at UOWN J w Z 34 I 0 0 x D" 3 HORIZONTAL CROSS SECTION T.M. CONCRETE INSTALLATION (SCALE: 6" =1'-0") o a w w O 0 N a O O n Ib •' 7 W H NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F. PAGE 15. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADDOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE 18 X 3• PHIWPS FIAT HEAD WOOD SCREWS 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. Zx BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/I8' ELCO TAPCON (NOD 102- 0503.07) U m Q Z ACTIVE NIMESH BNA`rARFLORIDA P.E. NO. 56881 PRODUCTRBVISbD r BildincomplyingdwithweFloridaBuilding Code AcccptIMN o -o 6/91,'( t0 ' DATU 2 5 08 scAtF: AS NOTED WIG. et' EAG cox. ups. SAFFEL DRAWING NOa CROSS SECTION TYP. By ow 0laxemn sOT+¢x nc Miam od° Product Cootr01 ra on svma JW0509- 03 sH¢ T 3 OF 6 SCALE:6" =1'—O") 1>iWrion aa o.2^ rsv[ e«Mmt. M 4IIlstmtlen Na teen 2 SEE DETAIL B SHEET 4 SEE DETAIL A 10 --I 6" F-- I s• SHEETJII Ln L I w= Na U TYP. A A B to N } co F C3 n M QQJ U M 5 TYP. in 1 6" 37 1/2" 11 ANCHORING LOCATIONS OUTSWING SINGLE UNIT (XJ SCALE: 1/2" =1'-O" SEE DETAIL B 2 SHEET 5 1 io l 6" H 12 2/5"-- 1 I-3" T1P. 6" U TYP 4 SEE DETAIL D °- SHEET 5 04 / io D n 5 TYP. mn to 1 I 11 1 1 1 SEE DETAIL A 3"' SHEET 4 6" I--— 12 2/5" TYP. 6-- 74" ALL DOOR MODELS ARE VIEWED 11 18FROM7HEINTERIORSIDE SEE DETAIL E SHEET 5 ANCHORING LOCA7M DOUBLE OUTSWING UNIT XX SCALE: 1/2" =1'-O" DETAIL AA DETAIL BB SCALE: 3" =1'-O" SCALE: 3" =f'-O" 0 n 0 0c SEE DETAIL B m 0 SHEET 4 V F- J G ZOQ ZWW4 n n W nsZYa r cotM M C1 f0 W Z NC U00 Z0 a co roQ W0: 0 0 1 WOZ Z 1 o u w oAs SEE DETAIL A 3 SHEET 4I o 0 a i NIMESH BHAVSAR BATE: 215108 FLORIDA P.E. MO. 56361 pno•acl'rsvnr:n / y SAS NOTED a uadl agycod- d:e F'NNida Dwc;. ar. EAGBuilA?ng Cod: Aacp;oar. No .9 / 1, aw erS. SAFFEL to DRAWING NO.: BY ^ v,—' au wmxonx wnxa, we JW0509-03 A41 if MI1WN PA UO%NIOCM D.. OKA' 4 M =56 SNCE; 4 ov 6 w I I 4 9/16" —{ DETAIL A -HINGE ArOUNTmo DETAIL SCALE 3" =P-0" DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD/MASONRY x 1-3/8" DEEP tir 7 34 ANCHOR ® EXTERIOR SIDE EXTERIOR 2 13 7 34 2 0 0 O O 3334 INTERIOR 13 DRILL 3/8" ASTRAGAL 5 RETAINER BOLT HOLE THRU FRAME/MASONRY 3334 x 1-3/8" DEEP DETAIL B DETAIL C TAROWBOLT STRIKE PATE FOR HEAD STRIKE PLATES TO Ad1BS SCALE: 3" =1'—O" SCALE: 3/8" =1'—O" a rnn i7 DETAIL EASTRAGAL RF.TASILLDETAIL F - ENDURA ASTRAGAL/ N.R STRIKE PLATE FOR i FASTENER SPACING USE yex>" PPfI 1PS SCALE: 3" =1'-0" SCALE: NTS DETAIL D STRIKE PLATES TO ASTRAGAL SCALE: 3/8" =1'—O" 1/2" x 1/4" ALUM SPACER 30 21 1/8" TEMPERED GLASS INTERIOR f 1/2" AIR SPACE XT RI 0.090" PVB INTERLAYER BY SOLUTIA 3/4" GLASS BITE 21 1/8" ANNEALED GLAZING DETAIL ISULATED GLASS SCALE.- 6" =P-0" FLORIDA P.E. NO. 56$61 PRODUCrTMWED as complying with die Fla" a,ccpng CodaAcccptaoxl -0$ BY w DxP93Rxo SERWW NC. Misml Prod Comm) Dlvishm v.o SM erase oanw. n >zxa 0 n 0 O am0 0 a: 2 O tic-i M Z W ij ccoo du 3gQ. i 4 =a SAS NOTED G. By. EAG x. erS. SAFFEL 4WmG Noa JW0509-03 EEr .5 of 6 N L 4 9/16"—{ r— 2 3/16" — 0 J SCALE: 6" =1'-0" z r2 1/2 --{ O k O I 4" 9/16" J O O O O 4— 1/16" (Min) OBUTT SCALHINGE 4s4z12 CA. rn'\ E SIGN WEATHERSTSCALE.- 6" =1'-0" QDS-650 SCALE. 6" =1'—O" 1 13/16" 1 1/4" 3 1/8- ASM4GAL \ 1 11/16" I O LATCHSuppow cV BLOCK 13 ASTRAGA STRlK P •ATE I \END RA ALUA /NUAI ASTRAGAL 25 K LVL 1YOOD SCALE- 6" —1'-0" SCALE• 6" =1'-0" SCALE• 6" =1'-0" MATERIAL 6063—T6 18" ASTRAGAL BOLT MA T.— C/R STEEL ROD l 2141A17 YELLOW CHROMATE SCALE; 6" =1'—O" 4 9/16" ---I n OUTSW/NC ALUAIINUAf THRESHOLD (ENDURA) SCALE. • 6" =P-0" MATERIAL 6063-216 1 3/16" J_ JN 4 1 11/16" -- TOP RAIL (PINE) INGE STILE (LVL) LATCH STILE LVL SCALE.• 6" =1'-0" 2 1/2" 11 I CD 3/16" C—SINK. NOTE I 1—USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. f 2—USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3—USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL G — COU INK D ALLG — COU INK D AIL SCALE: 1/4" =1'—O" 1/6e 5/16" "— BOTTOM RAIL 27 STEEL. 25CA A/!N. GALVSCALE• 6" =1'-0" ASTRAGAL SILL ODL LIP—LITE FRAME 8 SCALE.• 6" =1'-0" `30 SCALE.• 660g 1' 5-- 0" PRODUCE REVISED as complying avidl the Rodda Buildin- Iwj-001 Code Aeap Bhumnli Division FLORIDn P.F NO. 56861 W Bcwm+o SERH . tK b 0) d O1_ J m U ' 5 Z W W00 WYXCO MY0- Nwf z an U00 coo Moat Lu WOCD p W of W 3 t~il m-:AS NOTED c. er: EAG c Br.S. SAFFE swam No.: JW0509-03 Er 6 OF 6 OFFICE -RECEIVED. PERMIT # /` i MAY 2J11 AlBY: h! N D 0 W S A N D D 0 0 R S FLORIDA PRODUCT APPROVAL PRODUCT LINE FL957 Mullions — See Drawings FI 8710--j FL8710 FL8898 2500 SH 300/2300 SH 2301/2302 Fixed FL8995 MPSH FL9337 500 SGD, XX 500 SGD, XX Reinforced 500 SGD, XX 500 SGD, XXX Reinforced 500 SGD, XXX 500 SGD, XXX Reinforced FL9337 502 SGD, 90 deg. XXXX 502 SGD, 90 deg. XXXX 502 Pocket SGD, XXX Reinforced 502/500 SGD, XXX Reinforced 502 SGD, XXX 502 SGD, XXX Reinforced 502 SGD, XXX, 502 Pocket Bypass SGD, XX 502 Pocket Bypass SGD, XX WTP RATING (psf) (i)sf) BUCK SIZE (in) Non -Impact Rated M96-08D HVHZ & Impact Rated M02-03B HVHZ & Impact Rated M03-04B 45 45 6.75 50 50 7.50 40 40 6.00 45 45 6.75 55 55 8.25 50 50 7.50 50 50 7.50 55 55 8.25 NOA# 07-0306.02 45 45 6.75 45 ' 45 6.75 35 35 5.25 40 40 6.00 35 35 5.25 45 45 6.75 35 15 50 35 45 35 60 45 45 35 15 50 35 45 35 60 45 45 5.25 2.86 7.50 5.25 6.75 5.25 9.00 6.75 6.75 48x72 40 x 72 52 x 84 52x96 36x73 52 x 76 84 x 96 73.25 x 73.25 NOA# 07-0306.02 72 x 80-3/16 100 x 96-3/16 96 x 80-3/16" 145 x 80-3/16" 109 x 80-3/16 153 x 96-3/16 196 x 96-1/4 135 x 119-1/4 151 x 96-1/4 189 x 96-1/4 152 x 96-3/16 153 x 120-1/4 152 x 96-1/4 100 x 95-3/16 75 x 120-1/4 Thesi ratings are limited by frames only. For glass limitations see glass sheets in price book or E1300. These'FBC-approvals are in the name of -Atrium Windows and Doors- Florida. Water Test Pressure (WTP) = 0.15 X Positive DP 2 of 3 t ti PERMIT # al y Florida Building Code Online Page 1 of 3 El4:. fit BCIS Home ,Log In user Registration Hot Topics 1 Submit Surcharge I Stats &Facts Publications FBC Staff BCIS Site Map Links Search jj 40CIK" Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8710-R1' Application Type Revision Code Version 2007 Application Status Approved a Comments 1/24/11: Recommended for revocation due to Expiration of Quality Assurance Program. Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Atrium Windows and Doors- Florida 3600 Port Jacksonville Parkway Jacksonville, FL 32226 904) 355-1476 jason.seals@atrium.com Jason Seals jason.seals@atrium.com Jason Seals 9001 Ambassador Row Dallas, TX 75247 214) 637-2696 Ext226 jason.seals@atrium.com Bob Whitlock 3600 Port Jacksonville Parkway Jacksonville, FL 32226 904)355-1476 bob.whitlock@atrium.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard AAMW/NWWDMA 101/ I.S. 2 Year 1997 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL# V 8710 11 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Page 2 of 3 02/12/2008 05/23/2008 05/24/2008 06/24/2008 ame H-R50 52 x 73 Certification Agency Certificate FL8710 R1 C CAC NI009082-R3.PDF Quality Assurance Contract Expiration Date 08/31/2010 Installation Instructions FL8710 RI II ADW-09 2500SH FLANGE Installation.odf Verified By: Joseph A Reed, P.E. 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Indeoendent Third Partv: 118710.2 0300/2300 Fin Single Huno IIH-R45 52 x 96 U; imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: Certification Agency Certificate FL8710 RI C CAC NI009373-R2.PDF quality Assurance Contract Expiration Date 07/31/2010 Installation Instructions FL8710 R1 II ADW-09 2300SH FIN Installation. Of Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes valuation Reports Created by Indeoendent Third Party: 18710.3 1300/2300 Fin Single Hung 1H-R40 52 x 73 l Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI007073A-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 R1 II ADW-09 2300SH FIN Installation.pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Indeoendent Third Partv: 1118710.4 11300/2300 Fin Single Huna iI1-1-1140 48 x 72 II imits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Certification Agency Certificate FL8710 RI C CAC NI007073-R1.PDF Quality Assurance Contract Expiration Date 08/31/2010 Installation Instructions FL8710 R1 II ADW-09 2300SH FIN Installation. pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Indeoendent Third Party: 18710.5 1340/2300 Flange Single Hung H-R40 52 x 84 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 R1 C CAC NI009374-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 RI II ADW-09 2300SH FLANGE Installation.odf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Partv: 118710.6 D40/2300 Flanqe Sinqle Hunq 11-1-1150 52 x 76 11 imits of Use Certification Agency Certificate Approved for use In HVHZ: No FL8710 R1 C CAC NI009374A-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2010 Design Pressure: +50/-50 Installation Instructions Florida Building Code Online Page 3 of 3 Verifed By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports 18710.7 375/2500 Fin Single Hung Created by Independent Third Party: 11-1140 48 x 84 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 RI C CAC NI007078-112.1313E Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2010 Design Pressure: +40/-40 Installation Instructions Other: FL8710 R1 II ADW-09 2500SH FIN Installation.pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.8 375/2500 Fin Single Hung H-R45 48 x 72 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 RI C CAC NI009378-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2010 Design Pressure: +45/-45 Installation Instructions Other: FL8710 RI II ADW-09 2500SH FIN Installation. pdf Verified By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 8710.9 375/2500 Fin Single Hung H-R50* 40 x 72 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8710 RI C CAC NI007078B-R2.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/31/2010 Design Pressure: +50/-50 Installation Instructions Other: FL8710 R1 II ADW-09 2500SH FIN Installation.pdf Verifed By: Joseph A. Reed 58920 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: F SC'l.U(I t\'\tJ TKICS verr/ISlgn ` irurt..d u:F— 1/4" EMBE y6 Q• G. Mtl+rso.sh-+w war IsWPERITmmmm SECTION B-B Table 1 -Verified Installations Certification DP (psf) WIDTH (in) HEIGHT (in) N1009082 50.0 52 73 A 12" _ 6" 1 MAX. (r MAX. I I c0 BII I4 B = 12 NO ANCHORS MAX, T41.1 SILL s«.EN,N..Xsw 6" w etr.awes.emwM MAX. A IT°I11PH A nn,, WIDTH S. ENS FO., ELEVATION VIEW No. 58920 * s THIS DRAWING IS PROPRIETARY AND CONFIDENTIAL TO ATRIUM COMPANIES. b * INC. AND SHALL NOT DE REPRODUCED. COPIED. OR DISSEMINATED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF ATRIUM COMPANIES. INC. pp'•._ STATE GF t gp 00T j1pop1110 Joseph A. Reed. P.E. FL PE 58920 C 0 U P A N I E S. I N G 130 Deny CL nuc PA717-7G4-77000 2500SH FLANGE Project 82444.04-122-34 2x WOOD BUCK INSTALLATION INSTRUCTIONS NOTES: 1. INSTALLATIONS SHOWN ON THIS DRAWING HAVE BEEN VERIFIED AS THE AS -TESTED INSTALLATION FOR THE PERFORMANCE LEVEL SHOWN. INSTALLATION ANCHOR CAPACITY HAS ALSO BEEN VERIFIED FOR THE ANCHOR SIZE, SUBSTRATE AND INSTALLED CONDITION. VERIFIED PRODUCTS ARE LISTED IN TABLE 1. THIS DRAWING APPLIES ONLY TO THOSE PRODUCTS. 2. LOAD BEARING SHIMS REQUIRED AT EACH ANCHOR WHERE SPACE IS GREATER THAN 1/16". MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 3. INSTALLATION ANCHORS SHALL BE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1-1/4" INTO 2x WOOD BUCK (TYPICAL LENGTH 1-3/4"). WOOD SCREWS SHALL SATISFY NATIONAL DESIGN SPECIFICATION FOR MATERIAL PROPERTIES AND DIMENSIONS. PER NDS-2005 11.1.4.7, EDGE DISTANCES SHALL BE SUFFICIENT TO PREVENT SPLITTING. 4. WOOD FRAMING SHALL BE SPRUCE -PINE -FIR (G=0.42) OR DENSER. 5. INSTALLATION ANCHORS SHALL BE LOCATED 6" FROM CORNERS AND 12" MAXIMUM ON CENTER SPACING. INSTALLATION ANCHORS ARE NOT REQUIRED AT SILL. 6. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL BE INSTALLED PER FMA/AAMA 200. 7. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS DRAWING. 8. GLAZING TYPE. GLASS TYPE, AND GLASS THICKNESS ARE ESTABLISHED BY THE CERTIFICATION AND SHALL SATISFY ASTM E1300. GLAZING TYPE MAY BE INSULATING GLASS OR SINGLE PANE GLASS. 9. PRODUCTS LISTED IN TABLE 1 ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS, APPROVED PROTECTION DEVICES ARE REQUIRED. 10. PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 1No.1 Dale I Revision Description By I ECN A 28 MAR 2008 1 3:4 1 ANSI B a a Q •- 1/4" MINIMUM? a EMBEDMENT 1 g 1 1/4" MAXIMUM SHIM SPACE Table 1 -Verified Installations Certification DP (psf) WIDTH (in) HEIGHT (in) N1009082 50.0 52 73 I--^ A 12" _ 6" MAX. I r MAX. II I I ' I I = I B I B LU I I I 12" NO NCHORS MAX— THOU SILL js«w hrr.N..r s.a 6" I I u. LN. .al swdrul MAX. F A 1RFF' WIDTH J GENS•.O ELEVATION VIEW THIS DRAWING IS PROPRIETARY AND CONFIDENTIAL TO ATRNM COMPANIES. INC. AND SHALL NOT BE REPRODUCED. COPIED. OR DISSEMINATED WIIHWT THE EXPRESSED WRITTEN PERMISSION OF ATRIUM COMPANIES. INC. SECTION '!J Q• p'•.• STATE OP tv DPW„s.4,:Ae.PrAR e ;, ss••... IRI aG'O ADl(IAI T T`O` Elam: 20H D6.14 D921:02- 04DU• ROW Joseph A. Reed. P.E. a FL PE 58920 C 0 M P A N I E S, I N Q G Q 130 4 ILYork, PA 07406 nur. 717-764-7700 2500SH FLANGE Project 82444.04-122-34 2x WOOD BUCK INSTALLATION INSTRUCTIONS NOTES: 1. INSTALLATIONS SHOWN ON THIS DRAWING ARE BASED ON RATIONAL ANALYSIS UTILIZING RECOGNIZED BUILDING CODE REFERENCE STANDARDS (ENGINEER'S REPORT 82444.04-122-34). MAXIMUM SIZES AND ALLOWABLE DESIGN PRESSURES ARE LISTED IN TABLE 1. THIS ANALYSIS APPLIES ONLY TO THOSE PRODUCTS. 2. LOAD BEARING SHIMS REQUIRED AT EACH ANCHOR WHERE SPACE IS GREATER THAN 1/16". MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 3. INSTALLATION ANCHORS SHALL BE 3/16" MASONRY ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1-1/4" INTO MASONRY (TYPICAL LENGTH 2-3/4"). 4. INSTALLATION ANCHORS SHALL BE LOCATED 6" FROM CORNERS AND 12" MAXIMUM ON CENTER SPACING. INSTALLATION ANCHORS ARE NOT REQUIRED AT SILL. 5. THESE INSTRUCTIONS ADDRESS STRUCTURAL REQUIREMENTS ONLY. WINDOWS SHALL BE INSTALLED PER FMA/AAMA 200. 6. SMALLER WINDOWS OF THE SAME CONSTRUCTION AND EQUAL OR LESSER DESIGN PRESSURES ARE COVERED BY THIS DRAWING. 7. GLAZING TYPE. GLASS TYPE. AND GLASS THICKNESS ARE ESTABLISHED BY THE CERTIFICATION AND SHALL SATISFY ASTM E1300. GLAZING TYPE MAY BE INSULATING GLASS OR SINGLE PANE GLASS. 8. PRODUCTS LISTED IN TABLE 1 ARE NOT IMPACT RESISTANT. IF USED IN WIND-BORNE DEBRIS REGIONS. APPROVED PROTECTION DEVICES ARE REQUIRED. 9. PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) No. Date Revision Description By ECN # ADW-09 3:4 1 ANSI B Florida Building Code OnlinPERM IT # — /,? / http://www.flofidabuilding.or,-,/pr/pii-app dt1.aspx?parani=w... lit41.0 Am AXA an BCIS Home Login j User Registration Hot Topics Submit Surcharge j Stats & Facts 1 Publications : FBC Staff ' `BCIS Site Map Unks Search ` 6, ;jam Product Approval USER: Public User Product Appi oval Menu > Product or Application Seai ch > Application Ust > Application Detall FL # FL12875 sr Application Type Rew- Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Nichiha Corporation Address/Phone/Email 6659 Peachtree Ind. Blvd. Suite A -A Norcross, GA 30092 770) 805-9466 Ext 1005 rhotta@nichiha.com Authorized Signature Ryuji Hotta rhotta@nichiha.com Technical Representative Ryuji Hotta Address/Phone/Email 6659 Peachtree Ind. Blvd. Suite A -A Norcross, GA 30092 770) 805-9466 Ext 1005 rhotta@nichihacom RECEIVED MAY 3 2011 BY: Quality Assurance Representative Ryuji Hotta Address/Phone/Email 6659 Peachtree Ind. Blvd. Suite A -A Norcross, GA 30092 770) 805-9466 Ext 1005 rhotta@nichihacom Category FSP-1:1Subcategory 1 n9 Compliance Method Evaluation Report from a Product Evaluation Entity OFFICE Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Intertek Testing Services NA Inc. - ETUWamock Hersey Quality Assurance Contract Expiration Date 01/01/2015 Validated By EmtmaT. Mellinger, P.E. 2 Validation Checklist - Hardcopy Received 1 of 3 05/03/2011 06:06 PM Florida Building Code Online J' http://www.floridabui ldinc,. org/pr/pr_app_dtl. aspx?param=w... Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved uuuuaiy vi ri Uuucw FL12875 RO COI Celt of Independence - FL - 9-12-07.Ddf FL12875 RO COI Engineer Certificate of Independence.pdf FL12875 RO COI ICC ES Certificate of Independence.Ddf Standard Year ASTM C1186 2002 ASTM E119 2000 ASTM E84 2004 Method 1 Option C 07/ 08/2009 09/ 02/2009 09/ 04/2009 10/ 13/2009 FL # Model, Number or Name Description 12875. 1 Nichiha Brick and Stone Panels, Nichiha Brick and Stone Panels, Sierra Premium Panels, Sierra Premium Panels, and Homestead Vertical Panels, made with Nichiha "M," "EX," and Homestead Vertical Panels. W" Series Fiber Cement Product Lines. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12875 RO II Nichiha Brick and Stone Installation Approved for use outside HVHZ: Yes Instructions.pdf Impact Resistant: N/A FL12875 RO II SierraPremiuminstall-HR05.13.pdf Design Pressure: N/A Verified By: ICC Evaluation Service, LLC Other: Applicable Design Pressure Ratings are Provided in the Created by Independent Third Party: CertificatiorVUsting Report. Product Shall be Installed in Evaluation Reports Accordance with the Conditions Specified Therein. FL12875 RO AE ESR-1694.odf eack Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida32399.2100 850) 487-1824, Fax (850) 414-8436 2000- 2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact us Product Approval Accepts: 99 eChic6 0 2 of 3 05/03/2011 06:06 PM Preparation Follow all general instructions on page one of the N1chiPr0dUCIS1` Installation Guidelines. Sierra Premium" Shake and Smooth boards can be installed directly on braced wood construction spaced at a maximum of 24" o.c. or over sheathing with vertical solid wood backing. Please contact Nichiha regarding installation over steel frame construction. (Fig. !) i SINGLE WALL Weather Resistive Barrier Stagger weatherBracing CONSTRUCTION cuts at least i' ; 24" o.c. max. Sheathing rill t 'Jlrir iVit a1, IT f r Finish nail pattern Sierra Staggered nail pattern Premium' Min. B" i clearance above DOUBLE WALL CONSTRUCTION finished grade rig. I When installing Sierra Premium Shake and Smooth boards, it is recommended that an APA tared /16" OS13 or phwood Sheathing be used. Boards may be installed over non-structural shcathrno such as foam, fiber builder board, and N-psum type iancls. Non-structural sheathing thickness shounot exceed I". Lie to the compressive nature 450me nun -structural sheathings, care mast be taken not to overdrive the fastener and compress the sheathing. The fastener length must be increased by the thickness of tic non structural`sheathing. Ensure all weather resistive barriers arc in place in accordance with local code. Framing misalignment or irregularities in the sheathing application should he corrected prior to siding installation. These irregularities may mirror through the finished installation. Fastening Corrosion resistant fastcncrs. such as hot -di ed galvanized nail and screws that are appropriate to local building codes and practices must be used. Stainless steel fastcncrs arc highly recommended in high -humidity and high -moisture regions. Nichiha is not liable for corrosion resistance of fasteners. Do not use aluminum fasteners, staples. clipped head or T-head nails, or fasteners that are not rued or desirmed for intended use. Corrosion resistant. full round hea5 siding nails or approj,)riaie screws may be used to install Sierra PI'Cnittaan Shake in([ Smooth boards to wood framing memhcis. Fasteners must penetrate into wood a minimum of 1". The fastener head must be flush to the hoard surface. Do not over drive or under drive fasteners. Installation Follow all general instructions on page one of the Nic•hiProducls" installation Guidelines. Starter Strip & First Course (Fi,;. l) A starter strip is required to set the first course on the proper angle and to create a drip edge at dhc bottom course of siding. The starter strip material may he a cut piece of Sierra Premium, FS 1010 ti" Nichifia Spacer, PV(`., or pressure treated lumber. Do not use untreated hnubcr, phwood, OSB, or other engineered wood I)roducts as a starter strip. nstall the starter strip level with the buuom of the wail sheathing or mutdsill. Ensure the first course of boards is level as it will be the guide for entire installation, iise a level and dtalk line to establish a level and straight reference point for the first course. Continue to check for level lines throughout installation. The first course of sitting must hang below (lie starter strip a InIninnun of I/•1" The siding Should not extend below the cot -tier trills. The bottom edge of the first course must have at least 6" Stud Sheathing h A Weather f Resistive Barrier 4 ViZ Concrete ;;;i a, ,.I , s^ min. 1 .; r`• ; •r foundationILI I..,;,' w' JJJ I Sierra Premium" Starter Strip ,' i'' '•', Ha. 2 Overlap (Fag. 3-4) A minimum overlap of 1-1/4" is required. Blind Nailing ( Fig. 3) For a more aesthetically leasino installation, Sierra Premium Shakc andSmoothboarsmapFeinstalledinahidden, or blind nail application. Position the fastener I" down from the top edge of the board and no closer than 31-1" from the board ends. Fasten front one end of the board to the other. 24" D. C. max Stud Sheathing ,.' i"—" rj. •; i• 1-1/ 4"min. overlap ! I'^;? ,. x r` Blind- t nail t N7 e, • 4 '' r I WeatherResistive Barrier Sierra Premium' Ft,,,. 3 Face Nailing ( FiP. 4) It is permissible to install Sierra Premium Shake and Smooth boards in a face nail t) pe installation to meet certain installation requirements or when specified by lord code. Position the fastener a minimum distance of 3/4" up front the bottom edge of the board and no more than I". This ensures the fastener uvI I penetrate through the overlap and through both cnurscs. Place the fastener no closer than 3/4" from Board ends. Fasten from one end of the board to the other. Sheathing Stud 24" o. c. max.i „4, 1- 1/ 4" min. r overlap 1. .T J Face I . r nail 1" min. Weather Resistive 1-1/4" min. Barrier overlap Sierra Premium' H,q. • 1 Vertical Joint Placement (Fig. j) All Sierra Premium Shake and Smooth board vertical joints must land or " break" over studs or framing. If OSB or plywood sheathing is used, boards must be secured with a corrosion resistant, 8, ril&d, buglehcad screw at each butt JJoins. hcn possible, use facton'scaled or finished ends at butt joints. Position cut ends where boards 111CCt trim attachments. Ia y F For better appearance, stagger the second course 16". For the third course, Rip the board (or reverse the pattern) and stagger' back another 16" from the second course. Please note these dimensions oplily to 16" o.c. framing. For other spacing plan accordingly: Avoid creating a 'step" or "ladder" pattern. Shake kevw ys from one course to the next should not line up vertically. Layout of the application may be nccessary to avoid stacked keyways. Joint Treatment Joint Installation (Fig. j) The use of a joint flashing behind the bull joints is required. Suitable materials for joint flashing include anodized or PVC coated coil stock and cods; approved water resistive barriers. 1'he joint flashing should be at least 3" in width and long enough to extend above the board width a minimum of 1-1/2". fnstall Sierra Premium" Shake and Smooth boards over joint flashing with a minimum I/S" gap between board ends. This gap ma}}' be filled with a quality exterior grade caulk. Ensure caulk meets AS ri 183.1 or AS'fhi C-9 0 requirements and is approved for use at butt joints. Weather Stud Sheathing i Resistive Barrier 1 ^from panel top' t Joint flashing'' I G 3/4I{" from panel edge t , I lit is Sierra Premium" r 1/81, gap and caulk (optional) Vertical Joint Siding to Trim Joints (rig. 6-7) Where board ends and edges meet trim at inside and outside corners, door, window and other trim attachments, leave a minimum 1/'8" gap and caulk with a quality' caulk as described above. Prim attachments must be of sufficient thickness, 91ic overlapped boards must not extend beyond the face of the trim. A continuous solid shim or build out" behind the trim may be necessarv. A flashed I/-i" clearance must exist over hoiIzontal trim. Alternative Corner Treatments (Fig. 8-9) Sierra Premium Shake and Smooth boards may also be installed with mitered corners. For best results, use a compound miter saw to accurately cut the 45 degree miter cut and slopxe. an le. Sierra Premium ShakeShale and Smooth ` roams may also be installed in a laced or sul-nered corner application. Nichiri recommends installing a galv:mized, coaled aluminum. or vin PVC flashing over the building corner prior to beginning a mitered or J' I aced corner a iplication. I'se a polyurethane adlicsive where mitered or laced boards join. x:` y':t ',, r' s' - .. ; ''s ,•,$,.,•- r: ., r "'.. `•.'t S.' •, rer;..e 3s. .. Dn+CRarning: YIGFIifrAti:4tlferul!,tin[ryet}4in£5(i-Nl l;a.SA'leiSihy?induixi cl.}VIiIGhi;a dnnR rrarthSnal tit cr ti lw lt1111'a1fIt71hCIN hIud1Mi%'ilJCXjAIiWClYrai'hI,I' ucschrl!Rmu rs'^ 'n etAnrQGUS. t9r5:76iKCNi Yt4;irti iC't'1p,I dI,r`1 ih]ttt'i,tnl,rdr.UrngCuFrc tftcli> nGtl lnu,i rctyji;,iti x;JJ,i:•setieuaiu6pt ttfiz tiCniylh:wtx,the(tiiSCln site:jr1tts._'ytl: junta; is&, Nak t1 i}?7t ly: t:a d Lt o1!Iceia rhill_ trvnl _1,d 1. A; i iact.tur. it tJo air uu rr•! Pubt'.other:F9 u riuchimt2ti UJfiUr7,ilF.tr`ryist.11;n tut8(V1th4tkip1lyl"ttcrrihtheiiu,ut Stud Sheathing Weather Resistive Barrier w-; Sierra rt' I I t ' It Premium' 1' ; ,' • r t Fig. G Starter Strip Sierra Premium" t Weather Resistive - Barrier f Do not caulk. 1/ 4" gap Sheathing • I j - - -- — I/ I' NichiTrim I ----Flashing Fig. 7 Stud Sheathing Weather Resistive Barrier Compound Polyurethane adhesive i ' Miter 45• Sierra Premium" Fig. 8 Stud Sheathing Weather Resistive Barrier Poly- _ urethane — `— ~ — — Staggered Sealant Butt Joint Fig. 9 Finishing Follow all general finishing instructions on page one of the NlchiPCodUCIS" Installation Guidelines. Y:, r ' 1 .- yr::. " i : 2. • 4 •CSC Mtic v ; i1X 1 44rgptirn• ; tdin. A, i¢:N1 16HLR s ihmei achSr ec Cndu; trial (ihd.f µ, tinrYauS.i; tut 360}il 770,131)54 if carri T 1111111111It11111111119111111QIIIIItIIIIIIIIhIII IUIIlilt Permit No.l"I -' `j o( xDL1, 00 0 Tax Folio No. NOTICE OF COMMENCEMENTStateofFlorida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINDLE COUNTY AK 07568 Rg 1510; ( lpp) CLERKIIS # 210110489743 RECORDED 05/10/2011 01:12:59 PH RECORDING FEES 10.00 RECORMI) BY J Eckenroth(all) 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. 1 Descrt tion of property: (legal description of the property, and street address if available) L?General description of improvement: E' rQner3Ow information: Name: bJ Address: // / e l 97 AZ 05? Interest in property: 4g<111,y mac., Name and address of fee simple titleholder ( if other than Owner): Name: Address: 4. Contractor Name: 14 6, Phone number: c. Address: 5. Surety Name Address: b. Amount of bond: $ 6. Lender: Name: SEMINOLE COUNTY. FLORIDA Address: b. Lender's phone number: Ta. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTSMADEBYTHE 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 IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y U INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORI Y BEFs A;NCING WORK OR RECORDING YOUR NOTICE OF Signature of Owner or Owner's Authorize Officer/ Director/Partner/Manager The foregoing instrument was acknowledged before me this day of authority, ... e.g. officer, trustee, attorney in fact) for (name of party on 1 i SEAL) Signature of Notary Public t Signatory' s Title/ Office yearlvpe of i instrUff t 4ff 1; qut d) Notary Public - State of Floneda My Comm. Expires Feb 25, 2015 Commission # EE 60182 Bonded Through National Notary Assn. Personally Known OR Produced Identification Type o denti ication Produced Verification pursuant to Sectioq,9 lorida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts sta in it are t myknowledgeandbelief. Signature of Natural Person Signing Above Rev. date 3/2008 OFFICE City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: May 9, 2011 Contact Person: Elena Chichkan Contact Phone Number: Contact Fax Number: Contact E-mail Address: Building Permit Application Number: 11-1314 Project: Siding, Doors, Windows "". Job Address: 1101 West 2nd Street "57 //_ _'-) Owner _ 7 C ARCHITECTURAL 1. Exterior Wall Sheathing Inspection Required. 2. Exterior Dry In Inspection Required. 3. Exterior Siding Inspection Required. 4. Windows and Door Inspection Required. 5. Plumbing, Electrical, and Mechanical Inspection Required. 6. CALL IF YOU HAVE ANY QUESTIONS CONCERNING INSPECTIONS STRUCTURAL 1. MECHANICAL 1. PLUMBING 1. ELECTRICAL 1. Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner