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Home My WebLink About618 Palmetto Ave 13-512; FENCEf CITY OF SANFORD DEC 19 M2 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3- S (Z Documented Construction Value: $ Job Address: -(40 Historic District: Yes No Parcel ID: 2 S— (5 - 3d — 5146 — 0!?C 2 - Ocao Zoning: Description of Work: 7rtvac Plan Review Contact Person: _ V_ee.co.,., Title: Phone: g6 ' 9 7 6 Fax: E-mail: Property Owner Information : u1 U Name Sctig /-( JCo" / Phone: Street: (tel 5 , I/ I V-"_ tc_,z--c Resident of property? : 5 City, State Zip: 5 w., FL — 3 Z -7 ? Contractor Information Name l'r-e aK.L C----- Phone: 3 C 6 - IS ? g ' 3- 7 Street: /1'gy e-_', Fax: City, State Zip: ( F State License No.: GG C S l 6 Z Y Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 19 f ;,, 'kt, '. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: 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. NO'T'ICE: 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. SignatureofOwner/Agent Date Signature fContractor/Agent Date Print 0w21er/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: A— •l ii' — UTILITIES:' ENGINEERING: COMMENTS: Rev 11.08 l._ fe,1Ca Nrze,& Print C7to',1Agont's arae IWO Signa re of Notary -State of Flon a Es ; off, fa,Ol e 4 1R LLJ F" S Contractor/Agent is Per)nov> Produced 1D Type of '•. L (UJ4' 1 WAWASTEWATE. .... BUILDING: jy CITY OF SANFORD DEC 18 ?012 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t 3- S (Z_ Documented Construction Value: $ Job Address: PG to'e' 4+0 Historic District: Yesv No Parcel ID: 2 S-- (5 3d _ 5,49 - 0'9'Gz- 00SO Zoning: Description of Work: vacv 4- r Qi cl tk' Plan Review Contact Person: ri'eet'tC_ Title: C_cK-Frce_4-c-' Phone: gG - 9 7'6 • 3 Fax: E-mail: Property Owner Information Name Srig h-, ko `'' / Phone: 3 SC- • 9CGt/ - G G 5 Street: ( ( I/S N+.'G`'c- Resident of property? :5 City, State Zip: Fc_ 3 Z ? ? Contractor Information Name C ." r "#%!( C- 3%C 1--M -:. Street: I f rs- Pr_d City, State Zip: ( FC_.- 3 Name: Street: City; St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service - No. of AMPS: Phone: 3 C 6- C? g-!57 q y 7 Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 9 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: A 11,-4- lL UTILITIES:' ENGINEERING: COMMENTS: Rev 11.08 1'4 Signature Of Contractor/Agent Date eCCa N /'GGk 'C Print C ctor/Agent's ame It IL Signa re of Notary -State of Flori a D w*'figJ' Z L'i o a r Contractor/Agent is Per3g`l0 Produced 1D Type Af, . L' 1 111111110, Nol WASTE WATEV. BUILDING: SCPA Parcel View: 25-19-30-5AG-0802-0050 0.0 Jon 1%.X-> . CVA Parcel: 25-19-30-5AG-0802-0050 i Owner: NIXON SARA APFWAI Property Address: 618 PALMETTO AVE SANFORD, FL 32771SfM3<Xf C.CxWTY Flt Rmn BackI < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel 2S-19-30-5AG-0802-0050 I Value Summary Property Address: 618 PALMETTO AVE Owner: NIXON SARA Mailing: 618 PALMETTO AVE S SANFORD, FL 32771 Subdivision SANFORD TOWN OF Name: Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD (2007) DOR Use Code: 0102 -SINGLE FAMILY - SANFORD HISTORICAL DISTRICT 0 E 7TH ST Map Aerial Both Footprint + - Extents center Larger Map Dual Map View - External Iq 1 M Tax Amount without SOH: $1,114 2012 Tax Bill Amount $1,114 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2013 Working 2012 Certified Values Values Valuation Cost/Market Cost/Market Method Number of Buildings 1 1 Depreciated 582,026 82,747 Bldg Value Depreciated 600 600 EXFT Value Taxable Value Land Value 513500 13,500 Market) 550,000 Land Value Ag Just/Market 96,126 96,847 Value *' 525,000 71,126 Portability Adj City Sanford Save Our Homes 0 So Adj 46,126 Amendment 1 SJWM(Saint Johns Water Management) Adj 550,000 Assessed Valuel 96,126 96,847 Tax Amount without SOH: $1,114 2012 Tax Bill Amount $1,114 Tax Estimator Save Our Homes Savings: $0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 5 BLK 8 TR 2 TOWN OF SANFORD PB 1 PG 59 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 96,126 550,000 46,126 Schools 96,126 525,000 71,126 City Sanford 96,126 550,000 46,126 SJWM(Saint Johns Water Management) 96,126 550,000 46,126 County Bonds 96,126 550,000 46,126 Sales Deed Date Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 06/2006 06349 0907 100 Improved No WARRANTY DEED 06/2006 06349 0908 315,000 Improved Yes WARRANTY DEED 0412005 05716 0800 120,500 Improved Yes QUIT CLAIM DEED 02/2004 05196 1258 100 Improved No QUIT CLAIM DEED 11/2003 05117 0665 100 Improved No SPECIAL WARRANTY DEED 05/1993 02585 1223 18,000 Improved No CERTIFICATE OF TITLE 06/1992 02443 0618 36,600 Improved No QUIT CLAIM DEED 12/1981 01380 1521 3,400 Improved No WARRANTY DEED 08/1981 01353 1893 100 Improved No Find Comaarable Sales within this Subdivision Land Method Frontage Depth Units Unit Price Land Value FRONT FOOT & DEPTH 50 117 .000 270.00 13,500 Page 1 of 2 http://www.scpafl.org/ParcelDetails.aspx?PID=25-19-30-5AG-0802-0050 12/26/2012 GREENE CONSTRUCTION INC. CGC1516241/CCC 1329051 Keegan Greene Phone 386-878-5947 1415 Maytown Rd. Oak Hill FL 32759 Contractor Agreement THIS AGREEMENT made by and between Greene Construction Inc. and Sara Nixon & Christopher Keeney at this property address 618 S. Palmetto Ave. Sanford FL 32771 PID 25-19-30-5AG-0802-0050 ARTICLE 1. SCOPE OF THE WORK The Contractor shall furnish all the materials and perform all of the work to install privacy and picket fence as labeled on survey. ARTICLE 2. TIME OF COMPLETION The work to be performed under this Contract shall be commenced when permit is ready, and shall be completed in a timely manner. ARTICLE 3. THE CONTRACT PRICE The Owner shall pay the Contractor for the materials and labor to be performed under the Contract the sum of 4,500.00 Dollars($), subject to additions and deductions pursuant to authorized change orders. ARTICLE 4. PAYMENTS Payments of the Contract price shall be paid as follows: Payment in full upon completion. ARTICLE 5. GENERAL PROVISIONS I . All work shall be completed in a workmanship like manner and in compliance with all building codes and other applicable laws. 2. To the extent required by law all work shall be performed by individuals duly licensed and authorized by the law to perform said work. 3. Contractor may at its discretion engage subcontractors to perform work hereunder, provided Contractor shall fully pay said subcontractor and in all instances remain responsible for the proper completion of this Contract. 4. Contractor shall furnish Owner appropriate releases and waivers of lien for all work performed or materials provided at the time of final payment. 5. All change orders shall be in writing, signed by both Owner and Contractor and paid for at time of change. 6. Contractor warrants it is adequately insured for injury to its employees and others incurring loss or injury as a result of the acts of Contractor or its employees and subcontractors. 7. Contractor agrees to remove all debris and leave the premised in broom clean condition. 8. In the event Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work without breach pending payment or resolution of any dispute. 9. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty, weather conditions, or general unavailability of materials. 10. Contractor warrants labor only for all work for a period of 1 year following completion. 11. Contractor reserves rights to all extra or scrap materials at jobsite and will remove at end of contracted job. 4; f- - Z rz__ Cc,,,4v Vt-,- dwL--c 7 - Application For a Certificate of Appropriateness City of Sanford Historic Preservation Board P.O. Box 1788 Sanford, Florida 32772-1788 Phone: 407.688.5145 Fax: 407.688.5141 Email: www.sanfordfl.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double permit fees. 1. General Information Downtown Commercial Historic District Residential Historic District Is this a retroactive request? Yes No Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yes No Property Address: Ot C44 Property Own Information Print Name: t (-,k Mailing Address: a 7 m— A Phone: ' , ^i 7 Fax: Email: S iQnature: /Z—/ (— Applicant/Agent 1nfo4ation Print Name: Mailing Address: Phone: Fax: Email: Signature: I certify that all information contained in this application is true and accurate to the best of my knowledge. Annlicant/Owner Signature: Would you like to receive emails regarding Historic Preservation and Community Planning within your community? 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: North Site Improvements/Driveway/Walkway Storage Shed Replacement Windows or Doors Underskirting New Construction/Additions Paint Roofs/Gutters/Downspouts AC/Mechanical South East West Replacement Siding/Floor/Porch Signs/Awnings Fences/Gates/Pergolas Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. r" I,, 14 A PV:)i-L,, --reef/ PLAT OF BOUNDARY SURVEY for SARA NIXON Legal Description LOT 5, BLOCK 8, TIER 2, FLORIDA LAND & COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida. g o0 I oo, I 1 Z I ONS j — p IZI I1I I I Z U.I 1 p 7. I 10 ; mo u5 j -<0 C4 OO S TV R NOV 27 2012L' NG _ A dG' GF1=1 OPMEW 4 I1 /.u0' o --- j — mol 36.3' cR u 2 STORY WOOD FRAME I I I J FND 1/2" IRON - ROD (NO ,#) - - - 41.00' II F COHERED 5. 90 ou O2` p, • I FND ROD 1 SCALE: 1 "=30' Iain 1 SURVEY NOTES: 1) The street address of the above-described property is 618 S. PALMETTO AVENUE. 2) The above-described property lies in a Flood Zone X. M H It 0 w 0 z U-) w CX J Lj SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Mlinimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: K TNER RVEYING, INC. SARA NIXON R. BLAIR KITNER - P.L.S. NO. 3382 AMSOUTH BANK, ISAOA Post Office Box 823, Sanford, Fl, 32772-0823 BROKERS TITLE OFLONWOODI,LLC 407) 322-2000 COMMONWEALTH LAND TITLE INSURANCE COMPANY PROJECT N0: Q(o , 332 SURVEY DATE : J4 jt)N E 2006 I b C isz Application For a Certificate of Appropriateness r City of Sanford Historic Preservation Board P.O. Box 1788 Sanford, Florida 32772-1788 Phone: 407.688.5145 Fax: 407.688.5141 Email: www.sanfordfl.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application is complete. A building permit may be required for the activity detailed below. Please contact the Building Department at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double permit fees. 1. General Information Downtown Commercial Historic District Residential Historic DistrictX Is this a retroactive request? Is this application filed in respoonse t a Notic'ef_of Violation from the Code Enforcement Department? Property Address: I P L46 AJe f, sa, R aZ'-7-71 J Yes Yl No Yes X No Property Owner Informa ign Print Name: 'WCL 1 M O _— _ --- Mailing Address: SOWe- Phone: 4`61-W —3tQ 35 Fax: _ Email: -WOL- V 11 kc@6COnl w15+W1i os . cotyl Signature: _ Applicant/Agent Information Print Name: l:Yl is KecAtq-- Maiiing Address: l VY1--- -- Phone: n' = Fax: Email: ha e II _ o _ _ _ _ __Ir:el° _-__-_-- Sig,natllre: 1. Ap plicant/Owner that all informatio' cont fined in tl a I' tion is true and accurate to the best of rrfv knowledge. t.' p cant/Owner Signature: Would you like to receive emails regarding Historic Preservation and Community Planning within your corrinlu pit-•" 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: North South East X West C Site Improve ments/Driveway/WaIkway C Storage Shed Replacement Siding/Floor/Porch Replacement Windows or Doors C1 Underskirting Signs/Awnings NL New Construction/Additions f_' Paint i Fences/Gates/Pergolas F Roofs/Gutters/Downspouts AC/Mechanical Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. ar&Wadon 2 - double aM s -- This certificate must be prominently displayed on the site when work is in progress. **** j) CITY OF SANFORD MAR 01 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: S t C) Documented Construction Value: $ D6 Job Address: (n 19) S &I wee' A4e-., Historic District: Yes No Parcel ID• ' ° ' f Zoning: Description of Work:d tv aT^- QQ"Yl CCI_ Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information NamelPhone: Street: Resident of property? City, State Zip: Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service — No. of AMPS: Mechanical 0 (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. Print weer/Agent's Name Signature of Notary -State of Florida Dajep pl v '• o Owner/Agent is Personally KnownCSftyuoo '•`• *.- Produced ID Type of ID riitt 3t t' APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 17 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Property Address: I, Ara- 1 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. of Owner -Builder Form of Identificatio Must be Photo ID) 13 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 requires licensure under the permit issued. I[[IIIl I agree that, as the party legally and financially responsible for this proposed construction activity, I will 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 pen -nit 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 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. Property Address: I, Ara- 1 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. of Owner -Builder Form of Identificatio Must be Photo ID) 13 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 requires licensure under the permit issued. I[[IIIl 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) Rev. 9.14.2009 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 1, as the owner of the 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 isAV,, 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 fann 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 to 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 injuries sustained by an unlicensed person or his or her employees while working on my property. My 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 perforin the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must 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 CITY OF SALFORD ITEC 13 2WJILDING & FIRE PREVENTION PERMIT APPLICATION t Application 1°1a: 3-,5 1 D Documented Construction Value: $ ?J 6"5-0c) Job Address: / 3 - n e -Ho Ove, Historic District: Yes No Parcel ID: I °I - 3G -SAG— 08"t)7- ^SSG Zoning: Description of Work: 'Z G •y 30, 104-+- 5f--N_e,- Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name rg &( )rort Phone: -5 5(, 94; Street: Capp(w-c Resident of property? : Ye 3 City, State Zip: sq.-, - 327 -7 I Contractor Information Name G rtt*t_ Z_ k- _ Phone: 3 G - 8 -7 Street: (9 ( 7_ ai,-....-, ec/ Fax: City, State Zip: State License No.: C C l $ ( 6> Z{ I Architect/Engineer Information Name: r c c [ /U c, v ktc Phone: 3 g% - 73q-68'30 Street: -5 (( 5 cod a t, Fax: 3 C/ City; St, zip: 7_5 Z`%ZG E-mail: K . P2 ! Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit [,$i' Square Footage: % 85% Construction 'Type: Wei Ora No. of Stories: No. of Dwelling Units: _ Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) 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 vorl; or installation has commenced prior to the issuance of a. permit and that all work wilt be performed to meet standards of all laws regulating construction in this jurisdiction. 1 uBderstand that a separate permit Aust he secured for electrical work, plumbing, signs, wells, poo!s, furnaces, boilers, heaters, tanks, and air cornditio :ers, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in com. pliaance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON-11VIENCEMENT 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 Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of M APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 i Signature of ontractor/Agent Date eCa ' 6 reen'e__ - Print ontractor/Agent:'s Na C 12_3-12 Signatresgf.Notary-State of Florida Date 1 ma. ntra4 g A - Personally Known to Me or rQtlt> oceati; 3 ; Type of ID UTILITIES: V 12-1 V fL WASTE WATER: WA -CK BUILDING: TRUSS SYSTEMS `a 366) 255-3009 (366) 437-3110 Re : 1621 TD: Site Information: Project Customer: MIKE WOJTUNIAK Lot/Block: Site Name: 618 SOUTH PALMETTO Site Address: SANFORD St: Zip: Truss Systems, LLC 3615 South US Hwy 1 Bunnell, FL 32110 Tel: (386) 255-3009 Fax: (386) 437-1117 Job Name: Subdivision : Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: EOR Test 1 License #: Lic1 Address: Addressl -1 City: Cityl ST: SO Zip: Zipl General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010rrPI2007 Design Program: 7.34 Feb 24 2012 Roof Load: 47.0 psf Floor Load: 55.0 psi Wind Code: Wind Speed: 140 mph This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 12/06/12 G81 2 12/06/12 R01 3 12/06/12 FLt 4 12/06/12 FI -2 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Truss Systems, LLC, in Bunnell, FL. Truss Design Engineer's Name: Michael J. Wojtuniak, P.E. My license number for the state of Florida is: 60934 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. Page 1 of 1 Michael Wojtuniak, P.E. FL PE # 60934 Engineered Permits Inc. 311-A South Woodland Blvd Deland, FL 32720 COA # 26298 Engineers Name Date Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP DesignsT1301 BC CALC® Design Report - US Build 1926 Job Name: Address: City, State, Zip: , Customer: Code reports: ESR -1040 0 -UV -Vu BO Dry 12 spans I No cantilevers 10/12 slope 11-00-00 OCS File Name: BC CALC Project Description: Designs\FB01 Specifier: Designer: Company: Misc: Bt Total of Horizontal Design Spans = 30-00-00 1.7-VU-UU Thursday, December 06, 2012 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 2,888/412 1,017/0 B1 8,250/0 3,389/0 B2 2,888/412 1,017/0 32 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 30-00-00 40 15 11-00-00 Controls Summary Value Allowable Duration Case Location Pos. Moment 12,278 ft -lbs 32.9% 100% 3 23-08-06 Neg. Moment 17,459 ft -lbs 46.7% 100% 1 15-00-00 End Shear 3,031 lbs 28.5% 100% 2 01-04-14 Cont. Shear 4,901 lbs 46.1% 100% 1 13-06-04 Total Load Defl. L/985 (0.183") 24.4% n/a 3 23-01-03 Live Load Defl. L/1,221 (0.147") 29.5% n/a 5 07-00-15 Total Neg. Defl. L/-4,592 (-0.039") 5.2% n/a 2 19-02-06 Max Defl. 0.183" 18.3% n/a 3 23-01-03 Span / Depth 11.3 n/a n/a 0 00-00-00 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 4-7/16". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER@ , AJST-, ALLJOIST@, BC RIM BOARDT-, BCI@, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM@, VERSA -LAM@, VERSA -RIM PLUS@, VERSA -RIM@, VERSA -STRAND@, VERSA-STUD@are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP DesignsT1301 Dry 12 spans I No cantilevers 10/12 slope Thursday, December 06, 2012 BC CALCO Design Report - US 11-00-00 CICS Build 1926 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1040 Misc: Connection Diagram Disclosure I b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application. Output here based on building c code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please a minimum = 2" c = 12" call (800)232-0788 before installation. b minimum = 3" d = 24" Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 BC CALCO, BC FRAMER®, AJSTM' ALLJOISTO, BC RIM BOARDTM, BCI®, BOISE GLULAMT'", SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM@, VERSA -STRAND®, VERSA-STUD@are trademarks of Boise Cascade Wood Products L.L.C. Job , Truss Truss Type Qty Ply 1621 TD FL1 GABLE 2 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:51 2012 Page 1 ID:mKh12 6ekZwgeHv3t_THY9ynfJh-KCcfgVpmHGdTb9b2B?wBKdoRiyeVEgvTUNGeGpyBfk OH8 048 Scale - 1:35.1 3x8 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 99 1 1 Ell 1 E 1 E 1 Ell S 1 Ell 15 1 E 1 E 1 E 1 1 39 q1y 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 = 3xB FP= 3.5 = 8-0-0 1-4-0 2-8-0 40-0 54-0 EB-0 8-0-0 9-4-0 10-B-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 21-8 8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 -4- Plate Offsets X, 19:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stresslncr YES WB 0.02 Horz(TL) 0.00 20 n/a n/a BCDL 5.0 Code FBC2010/TP12007 Matrix) Weight: 96 Ib FT = 0%F, LUMBER BRACING TOP CHORD 2x4 SYP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP M 30(flat) except end verticals. WEBS 2x4 SYP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.2(flat) REACTIONS All bearings 21-8-8. lb) - Max Grav All reactions 250 Ib or less at joint(s) 37, 20, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (6) 1) All plates are 2x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard eE Job , Truss Truss Type Qty Ply 1621 TD FL2 FLOOR 14 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:52 2012 Page 1 ID:mKhl2_6ekZwgeHv3l_THY9ynfJh-oO91 uigO2alKCJAEIjRQtrKW BMmwzDkdil ?Cp FyBf k 0-1-8 1-3-0 — 0 6 H 1 avl . Scalp'- 1:35.3 2x3 11 2,6 11 2x3 11 2x3 = 4x6 = 36 = 213 II 3x4 = 3x4 = 2x3 II 20 11 3x4 = 30 = 3x8 FP= 3x5 = 46 = 2x3 = 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 7 28 q1Y 25 24 23 22 21 20 19 16 17 3.5 = 4x6 = 3.8 FP= 30 = 3x4 = 3x4 = 3x4 = 3x8 = 46 = 3x5 = 3x8 WB= 3.8- x8= 0.4 0(0-1-B) 0 -4 -0(0 -1 -8) 8-0-0 B-0-0 2-9-0 7-10-8 13-10-0 18-11-8 , - _ 21-8-8 2-9-0 5-1-8 5-11-8 5-1-8 2-9-0 Plate Offsets X, 7:0-1-8, Ede 8:0-1-8,0-0-0 , 15:0-1-8, Ede 16:0-2-0 Edge], 20:0-1-8,Edge], 21:0-1-8,Edge], 26:0-2-0, Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.43 21 >603 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.67 21 >386 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.12 16 n/a n/a BCDL 5.0 Code FBC2010/fP12007 Matrix) Weight: 117 Ib FT = 0%F, LUMBER BRACING TOP CHORD 2x4 SYP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP M 30(flat) except end verticals. WEBS 2x4 SYP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.2(flat) REACTIONS (Ib/size) 26=1174/0-4-0 (min. 0-1-8), 16=1174/Mechanical FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2219/0,3-4=-3831/0, 4-5=-3831/0, 5-6=-4794/016-7=-5217/0, 7-8=-5217/0, 8-9=-5217/0, 9-10=-4794/0, 10-11=-3831 /0, 11-12=-3831 /0, 12-13=-3831/0,13-14=-2219/0 BOT CHORD 25-26=0/1284, 24-25=0/3124, 23-24=0/4443, 22-23=0/4443, 21-22=0/5118, 20-21=0/5217, 19-20=0/5118, 18-19=0/4443, 17-18=0/3124, 16-17=0/1284 WEBS 14-16=-1706/0, 2-26=-1706/0, 14-17=0/1301, 2-25=0/1301, 13-17=-1259/0, 3-25=-1259/0, 13-18=0/960, 3-24=0/960, 10-18=-833/0, 5-24=-833/0, 10-19=0/488, 5-22=0/488, 9-19=-455/0, 6-22=-455/0, 9-20=-247/479, 6-21=-247/479 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard E Job , Truss Truss Type Qty Ply 1621 TD GB1 GABLE 2 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:53 2012 Page 1 7-4-12 ID:mKhl2_6ekZwgeHv3l_THY9ynfJh-GajP52gOpttBgTIQJQyfQ2tfRIGGijOmxhllUyBfk 2-0-d 8-2-1215-0-0 21-9-4 30-0-0 32-0-0 2-0-0 6-2-12 6-9-4 6-9-4 8-2-12 2 0 0 Scale . 1:54.6 46 = 4.00 12 2.5x4 II 4 2. x4 11 5.8 5z6 TI TI 3 5 9 5x10 = 9rn 10 B ' 622.5x4 II 2.5x4 II '^ d 1 Io 44 = 2.25 FIT 4x6 = 17-4-12 8-2-1215-0-0 21-9-4 30-0-0I B-2-12 6-9-4 6-9-4 8-2-12 Plate Offsets X, [2:0-0-7,0-2-4], 3:0-4-0,0-3-0 [5:0-4-0,0-3-01, [6:0-0-7,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) 0.09 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) 0.20 7 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010/fP12007 Matrix) Weight: 129 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.2 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SYP No.2 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-0-0. lb) - Max Horz2=148(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) except 2= 368(LC 4), 6= 402(LC 5), 9=-199(LC 4), 8=-551 (LC 9), 10=-569(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=489(LC 2), 6=489(LC 2), 9=530(LC 2), 8=821 (LC 22), 10=821(LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-417/281, 5-8=-632/597, 3-10=-632/615 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Part. Encl. GCpi=0.55; MW FRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 Ib uplift at joint 2, 402 Ib uplift at joint 6, 199 Ib uplift at joint 9, 551 Ib uplift at joint 8 and 569 Ib uplift at joint 10. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 8, 10. 10) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard Job , Truss Truss Type Qty Ply 1621 TD R01 SCISSORS 12 1 Job Reference (optional 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:54 2012 Page 1 ID:mKhl2_6ekZwgeHv3l_THY9yntJh-knHnJOreaB?2ScKdt8UuyGOog9 F,11S6vALUIIByBfk 7-4-122-0-d 5-11-11 10-5-14 15-0-0 19-6-2 24-0-5 30-0-0 2-0-0 - 2-0-0 5-11-11 4-6-2 4-6-2 4-6-2 4-6-2 5-11-11 2-0-0 Scale - 1:54.6 4x6 = 4.00 12 6 3x4 s 3x4 zz 7 56 5x6 4 6 10x14 13 1004 a 3 5x12 MT20H= 9 i 2 14 12 10 3x4 = 3x4 = 1 11 d d 5x10 = sxlo = 4x10 = 225 512 4x10 = 0-4-0(0-1-9) 0-4-0(0-1.9) 17-4-12 17-4-12 8-2-1215-0-0 21-9-4 30-0-0 8-2-12 6-9-4 6-9-4 8-2-12 Plate Offsets (X,Y): [2:0-7-14, Edge], [2:1-9-10,Edge], [2:0-3-8,0-2-10], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-3-8,0-2-10], [10:1-9-10,Edge], [10:0-7-14,Edge], 13:0-6-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.87 13-14 >407 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -1.45 12-13 >246 240 MT20H 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.78 10 n/a n/a BCDL 10.0 Code FBC201 OITP12007 Matrix) Weight: 140 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2x4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-8-7 oc bracing. WEBS 2x4 SYP No.2 MiTek recommends that Stabilizers and required cross SLIDER Left 2x4 SYP No.2 2-9-15, Right 2x4 SYP No.2 2-9-15 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1302/0-4-0 (min. 0-1-9), 10=1302/0-4-0 (min. 0-1-9) Max Horz2=148(LC 8) Max Uplift2=-973(LC 4), 10=-973(LC 5) Max Grav2=1558(LC 2), 10=1558(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5791/3291, 3-4=-5706/3294, 4-5=-5612/3075, 5-6=-4519/2336, 6-7=-4519/2347,7-8=-5612/2949,8-9=-5706/3179,9-10=-5791/3176 BOT CHORD 2-14=-3107/5422, 13-14=-2803/5285, 12-13=-2546/5285, 10-12=-2874/5422 WEBS 6-13=-1216/2514, 7-13=-1065/854, 7-12=-94/337, 8-12=-137/332, 5-13=-1065/844, 5-14=-77/337, 4-14=-137/315 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=25ft Cat. ll; Exp C; Part. Encl. GCpi=0.55; MW FRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 973 Ib uplift at joint 2 and 973 Ib uplift at joint 10. 8) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard 26'-0" C DATE_/_/_SIGN;\TUBE 22-0" 4'-0" FLI FL2 FL2 FL2 I FL2 FL2 FL2 w FL2 0 0 FL2 FL2 FL2 C FL2 0 FL2 FL2 FL2 FLI 26'-0" r0A e D OOSCI7 DVD O0 Dr mm w c o rD o f1N r v 5.4m EPI ENGINEERING In 11 VN N 618 SOUTH PALMETTO SANE RD t7 N ? 0 V APPROVAL AND SIGNING OF T1 US LAYOUT IS NECESSN2Y BEFORE FABRICATION CAN BECIN. i 3ssssy Vti2Jpl' ALL SPANS, PI fCH ES,O\'ERHANGS,LOAUING S. ELGV.4T1ONS,C6I LINGS,AND BC•AR1NG WALLS. g Y01 JR TRI ISSFS WILL BUILT ACCORDING TO THIS LAYOUT. C DATE_/_/_SIGN;\TUBE PERMIT 13-51(0 TRuss SYSTEMS 386; 255-3009 (386) 437-4410 Re : 1621 TD: Site Information: Project Customer: MIKE WOJTUNIAK Lot/Block: Site Name: 618 SOUTH PALMETTO Site Address: SANFORD St: Zip: Truss Systems, LLC 3615 South US Hwy 1 Bunnell, FL 32110 Tel: (386) 255-3009 Fax: (386) 437-1117 Job Name Subdivision OFFICE Name Address and License # of Structural Engineer of Record, If there is one, for this building. Name: EOR Test 1 License #: Licl Address: Addressl-1 City: Cityl ST: St1 Zip: Zipl General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010rrPI2007 Design Program: 7.34 Feb 24 2012 Roof Load: 47.0 psf Floor Load: 55.0 psi Wind Code: Wind Speed: 140 mph This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 12/06/12 G61 2 12/06/12 R01 3 12/06/12 FL1 4 12/06/12 FL2 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Truss Systems, LLC, in Bunnell, FL. Truss Design Engineer's Name: Michael J. Wojtuniak, P.E. My license number for the state of Florida is: 60934 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. Page 1 of 1 Michael Wojtuniak, P.E. FL PE # 60934 Engineered Permits Inc. 311-A South Woodland Blvd Deland, FL 32720 COA # 26298 Engineers Name Date Boise Cascade Double 1-3/4" x 16" VERSA-LAMO2.0 3100 SP DesignsT13O1 Dry 12 spans I No cantilevers 0/12 slope Thursday, December 06, 2012 BC CALC@ Design Report - US 11-00-00 OCS Build 1926 File Name: BC CALC Project Job Name: Description: Designs\FB01 Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: ESR -1040 Misc: Total of Horizontal Design Spans = 30-00-00 Reaction Summary (Down / Uplift) (Ibs ) Value Bearing Live Dead Snow Wind Roof Live BO 2,888/412 1,017/0 s c,,,IO:. 1,017/0 3. .. _. ......i ...... 23-08-06 17,459 ft -lbs 15-00-00 100% 15-00-00 Bo End Shear B1 B2 Total of Horizontal Design Spans = 30-00-00 Reaction Summary (Down / Uplift) (Ibs ) Value Bearing Live Dead Snow Wind Roof Live BO 2,888/412 1,017/0 B1 8,250/0 3,389/0 B2 2,888/412 1,017/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Rei. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (Ib/ft^2) L 00-00-00 30-00-00 40 15 11-00-00 Controls Summary Value Allowable Duration Case Location Pos. Moment 12,278 ft -lbs 32.9% 100% 3 23-08-06 Neg. Moment 17,459 ft -lbs 46.7% 100% 1 15-00-00 End Shear 3,031 lbs 28.5% 100% 2 01-04-14 Cont. Shear 4,901 lbs 46.1% 100% 1 13-06-04 Total Load Defl. L/985 (0.183") 24.4% n/a 3 23-01-03 Live Load Defl. L/1,221 (0.147') 29.5% n/a 5 07-00-15 Total Neg. Defl. L/-4,592 (-0.039") 5.2% n/a 2 19-02-06 Max Defl. 0.183" 18.3% n/a 3 23-01-03 Span / Depth 11.3 n/a n/a 0 00-00-00 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum total load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for 131 is 4-7/16". Minimum bearing length for B2 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Calculations assume member is fully laterally braced. Design based on Dry Service Condition. Page 1 of 2 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@, AJST'^ ALLJOIST@, BC RIM BOARDTM, BCI®, BOISE GLULAMT-, SIMPLE FRAMING SYSTEM@, VERSA -LAM@, VERSA -RIM PLUS@, VERSA -RIM@, VERSA -STRAND@, VERSA -STUDS are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Double 1-3/4" x 16" VERSA-LAMO2.0 3100 SP DesignsT1301 BC CALCO Design Report - US Build 1926 Job Name: Address: City, State, Zip:, Customer: Code reports: ESR -1040 Connection Diagram b f d a c o • a minimum = 2" c = 12" b minimum = 3" d = 24" Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 Dry 12 spans I No cantilevers 10/12 slope 11-00-00 OCS File Name: BC CALC Project Description: Designs\FB01 Specifier: Designer: Company: Misc: Thursday, December 06, 2012 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC@, BC FRAMER@, AJSTM" ALLJOIST@, BC RIM BOARDT-, BCI@, BOISE GLULAMTm, SIMPLE FRAMING SYSTEM@, VERSA -LAM@, VERSA -RIM PLUS@, VERSA -RIM@, VERSA -STRAND@, VERSA-STUD@are trademarks of Boise Cascade Wood Products L.L.C. Job Truss Truss Type Qty Ply 1621 TD FL1 GABLE 2 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:51 2012 Page 1 ID:mKhl2_6ekZwgeHv3l_THY9ynfJh-KCcfg fvlpmHGdTb9b2B?wBKdoRiyeVEgvTUNGeGpyBfk 0-48 0-48 Scale - 1:35.1 3x8 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 39 O 1 1 1 1 1 1 1 1 1 1 1 1 1 EMi 1 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 = 3x8 FP= US _ B-0-0 1-4-0 2-8-0 40-0 5-4-08-0-0 94-0 10-B-0 12-0-0 13-40 14-8-0 16-0-0 17-40 18-8-0 20-0-0 21-40 21-B8 1-0-0 1-4-0 1.4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-4-0 1-4-0 1-4-0 - Plate Offsets X, 19:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 20 n/a n/a BCDL 5.0 Code FBC2010/fP12007 (Matrix) Weight: 96 Ib FT = 0%F, %E LUMBER BRACING TOP CHORD 2x4 SYP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP M 30(flat) except end verticals. WEBS 2x4 SYP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.2(flat) REACTIONS All bearings 21-8-8. lb) - Max Grav All reactions 250 Ib or less at joint(s) 37, 20, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21 FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES (6) 1) All plates are 2x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1621 TD FL2 FLOOR 14 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:52 2012 Page 1 ID:mKh12_6ekZwgeHv3t_THY9ynfJh-o091 uigO2alKCJAEIjRQtrKW BMmwzDkdi 1?CpFyBfk 0-1-8 H 13 I- B u5alb' 8 1:35.3 2,6 11 24 11 2x3 11 2x3 = 4x6 = 36 = 2x3 I I 3x4 = 3x4 = 2x3 II 210 II 3x4 = 3x4 = 3x8 FP= 3x5 = 44 = 2x3 = 1 2 3 4 5 6 7 B 9 10 1112 13 14 15 7 28 1 25 2423 22 21 20 19 18 17 3x5 = 46 = 3x8 FP= 3x4 = 3x4 = 3x4 = 3x4 = 3x8 = 4x6 = 3x5 = 3x8 WB= 3x8 = 0-4-010-1-81 8-0-0 8-0-0 2-9-0 7-10-8 13-10-0 18-11-B __ _ 21-8-8 2-9-0 5.1-8 5-11-8 5-1-8 2-9-0 Plate Offsets X, 7:0-1-8 Ed e , 8:0-1-8,0-0-0 15:0-1-8,Edge], 16:0-2-0,Ed a 20:0-1-8,Edge], 21:0-1-8,Ed e , 26:0-2-0, Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.43 21 >603 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.67 21 >386 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.12 16 n/a n/a BCDL 5.0 Code FBC2010/TP12007 Matrix) Weight: 117 Ib FT = O%F, LUMBER BRACING TOP CHORD 2x4 SYP M 30(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SYP M 30(flat) except end verticals. WEBS 2x4 SYP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SYP No.2(flat) REACTIONS (Ib/size) 26=1174/0-4-0 (min.0-1-8), 16=1174/Mechanical FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2219/0, 3-4=-3831/0, 4-5=-3831/0, 5-6=-4794/0, 6-7=-5217/0, 7-8=-5217/0, 8-9=-5217/0, 9-10=-4794/0, 10-11=-3831/0, 11-12=-3831/0, 12-13=-3831/0, 13-14=-2219/0 BOT CHORD 25-26=0/1284, 24-25=0/3124, 23-24=0/4443, 22-23=0/4443, 21-22=0/5118, 20-21=0/5217,19-20=0/5118,18-19=0/4443, 17-18=0/3124,16-17=0/1 284 WEBS 14-16=-1706/0, 2-26=-1706/0,14-17=0/1 301, 2-25=0/1301, 13-17=-1259/0, 3-25=-1259/0, 13-18=0/960, 3-24=0/960, 10-18=-833/0, 5-24=-833/0, 10-19=0/488, 5-22=0/488, 9-19=-455/0, 6-22=-455/0, 9-20=-247/479, 6-21=-247/479 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard E Job Truss Truss Type Qty Ply 1621 TD GB1 GABLE 2 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:53 2012 Page 1 7-4-12 ID:mKhl2_6ekZwgeHv3t_THY9ynfJh-GajP52gOpltBgTIQJWQ2tfRIGGijOmxhllLiyBfk 2-0-d 8-2-12 15-0-0 21-9-4 30-0-0 32-0-0 2-0-0 8-2-12 6-9-4 6-9-4 8-2-12 Scale = 1:54.6 4x6 - 4.00 12 25x4 It 4 2.5x4 I I 5x8 5x8 TI TI 3 5 9 500 = q 10 8 622.5x4 II 2.5x4 II T j1O w 10 p 4x6 = 2.25 12 4x6 = 17-412 8-2-12 15-0-0 21-9-4 30-0-0 8-2-12 6-9-4 6-9-4 8-2-12 Plate Offsets X; [2:0-0-7,0-2-41, 3:0-4-0,0-3-0 [5:0-4-0,0-3-01, 6:0-0-7,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) 0.09 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) 0.20 7 n/r 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2010lfP12007 Matrix) Weight: 129 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SYP No.2 MiTek recommends that Stabilizers and required cross OTHERS 2x4 SYP No.2 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-0-0. lb) - Max Horz 2=148(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) except 2=-368(LC 4), 6=-402(LC 5), 9=-199(LC 4), 8=-551 (LC 9), 10=-569(LC 8) Max Grav All reactions 250 Ib or less at joint(s) except 2=489(LC 2), 6=489(LC 2), 9=530(LC 2), 8=821 (LC 22), 10=821(LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 4-9=-417/281, 5-8=-632/597, 3-10=-632/615 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl. GCpi=0.55; MWFRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 Ib uplift at joint 2, 402 Ib uplift at joint 6, 199 Ib uplift at joint 9, 551 Ib uplift at joint 8 and 569 Ib uplift at joint 10. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 8, 10. 10) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1621 TD R01 SCISSORS 12 1 Job Reference (optional) 7.340 s Feb 24 2012 MiTek Industries, Inc. Thu Dec 06 15:15:54 2012 Page 1 ID:mKh12_6ekZwgeHv3t_THY9ynfJh-knHnJOreaB?2ScKdtBUuyGQog9 T RvALUIt8yBfk7-4-122-0-d 5-11-11 10-5-14 15-0-0 19-6-2 24-0-5 30-0-0 2-0-0 2-0-0 5-11-1146-2 46-2 4-6-2 4-6-2 5-11-11 Scale = 1.54.6 4x6 = 4.00 12 6 3x4 3x4 7 5x6 c 5x6tE 4 6 10x14 13 10x14 3 5x12 MT20H = 9 9 2 14 12 10 3x4: 3x4 = d1 11 5x10 5.10 4x10 = 2 25 12 400 = 0-4-0(0-1-9) 0-4-0(0-1-9) 17-4-12 17-4-12 8-2-12 15-0-0 21-9-4 30-0-0 B-2-12 6-9-4 6-9-4 8-2-12 Plate Offsets (X,Y): [2:0-7-14, Edge], [2:1-9-10,Edge], [2:0-3-8,0-2-10], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-3-8,0-2-10], [10:1-9-10,Edge], [10:0-7-14,Edge], 13:0-6-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.87 13-14 >407 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -1.45 12-13 >246 240 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.78 10 n/a n/a BCDL 10.0 Code FBC2010/TP12007 Matrix) Weight: 140 Ib FT = 0% LUMBER BRACING TOP CHORD 2x4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD 2x4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-8-7 oc bracing. WEBS 2x4 SYP No.2 MiTek recommends that Stabilizers and required cross SLIDER Left 2x4 SYP No.2 2-9-15, Right 2x4 SYP No.2 2-9-15 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1302/0-4-0 (min. 0-1-9), 10=1302/0-4-0 (min. 0-1-9) Max Horz 2=148(LC 8) Max Uplift2=-973(LC 4), 10=-973(LC 5) Max Grav2=1558(LC 2), 10=1558(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5791/3291, 3-4=-5706/3294, 4-5=-5612/3075, 5-6=-4519/2336, 6-7=-4519/2347, 7-8=-5612/2949, 8-9=-5706/3179, 9-10=-5791/3176 BOT CHORD 2-14=-3107/5422, 13-14=-2803/5285, 12-13=-2546/5285,10-12=-2874/5422 WEBS 6-13=-1216/2514, 7-13=-1065/854, 7-12=-94/337, 8-12=-137/332, 5-13=-1065/844, 5-14=-77/337, 4-14=-137/315 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Part. Encl. GCpi=0.55; MW FRS (envelope) gable end zone; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 973 Ib uplift at joint 2 and 973 Ib uplift at joint 10. 8) FLORIDA PRODUCT APPROVAL MITEK PLATES FL2197 LOAD CASE(S) Standard 26'-0" 22'-0" 4-0` L1 FL2 FL2 FL2 i FL2 FL2 FL2 w FL2 0 FL2 FL2 n FL2 cn FL2 0 FL2 FL2 FL2 FL1 26'-0" r0 toD VmOt7CC'I DVNA0 ar P1P1 w L u m ;00 u /U m 70 70 u 70 7011 7011 A o vr o D N rN DV i 3 nA m EPI ENGINEERING N rw yu a i 5 4N N 618 SOUTH PALMETTO SANE RD N APPROVAL AND SIGNING OF THIS LAYOUT IS Jc NECESSARY BEFOI:E FABRICATION G\IV BEGIN. VERJF7 ALL SPANS, PI fCHES,OV ERHANGS,LOADIIVG E LEV.4T1ONS,CEI LINGS,ANU BEARING WALLS. TRUSSES 1NII_L RUII.T AC<_Y)KDING TO THIS I_.4Y0I.IT. p YOI IK C DATE_/_/_SIGNA TURD REVISION R, F-,CJ7,-1q.V APR 22 2013 BY: Permit # 1-3 5-/ D Revision # I q 6 Pa (,V e ,qProjectAddress: 'Z; Contact: ec Ph: q0'?—qr1)q-H71b Email: /9 0 (. (A -f 0-0 Trades encompassed in revision: t- ulmi g Plumbing Plumbing El Electrical El Mechanical 0 Life Safety El Waste Water Department El Utilities El Waste Water XPlanning El " Engineering El Fire Prevention NBuilding / Fax: General description of revision: MM7.7-777. 7 n, UM ROUTING INFORMATION Approvals IR& V 8 CITY OF SANFORD DEC 13 2 11LD NG & FIRE PREVENTION PERMIT APPLICATION o Application No: 0— Documented Construction Value: $ ; Job Address: Historic District: Yes No Parcel ID:;, (°I - 3C _ S_A6— 0SzVZ Zoning: Description of Work: Z ,X 30 a %,,(f -i,1 i'c4+ Sfv-gg c Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: 3156 1 SC/( - 4s1& Street: G f Resident of property? Ye City, State Zip: Sq*, 4,ct R- 3'Z7 7 / Contractor Information Name G rc cwe_ CGNB'iiic G Mk - Street: 19 ('57- //A. 4L r U City, State Zip: a-- Phone: 3 g'6 - 8 78"' 7 Fax: State License No.: C C- C ( S_ ( 6 Z14 ( Architect/Engineer Information Name: t c, {j " v krc . E . Phone: 3 96 - 7 5q-6.8. -3c Street: 3 ( S L'/Cod1 F) (a Fax: 6 — 7 3 / " &7 zz' City; St, Zip: EC- 5Z77-0 E-mail: ee ed(e+R`. kle_ Bonding Company: Address: Mortgage Lender: Address: Z"f'C1 e ) PERMIT INFORMATION Building Permit F Square Footage: Construction Type: U'6ci *r'ti!-jC,No. of Stories No. of Dwelling Units: Electrical New Service — No. of AMPS: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 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 Signature of ontractor/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: COMMENTS: Rev 11.08 Ke,eCa G ren - Print ontracto /Agent's Na 12-3- l2 Signatq;e,of.Notary-State of Florida Date yg, 4 VUTT 6,N E 01RF U n O ;G. 4. v, C ntraAs Personally Known to Me or PrQtluoeeType of ID UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: AN CITY OF SANFORD DEC 13 206biLDING & FIRE PREVENTION PERMIT APPLICATION I3 S `. Applicztian Na: Documented Construction Valu--: Job Address: G / S Dg /rle -Ha v historic District: Yes No Parcel ID: (°I - 3c - 5-AG– DiS Z ^SSC, Zoning: Description of Work: 2 4, 30 (a w f f4l Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name a &t kon Phone: Street: G 8 S , Cia (w-e 4fn Resident of property? : Ye S City, State zip: Scgr. 9>,d RL 327, -7 Contractor Information Name GrttiW_ o.-{ fc c-Gdnc, /tee • _ Phone: Street: t ( S ai,-Fv w r, rGof Fax: City, State Zip: State License No.: y I Architect/Engineer Information Name: - l c e G {.//cPhone: Street: I ( 5 L,/Cd Fax: C/ gZ City, st, zip: 7. (, ( v?? Z%Z E-mail: et2 Bonding Company: Address Mortgage Lender: Address: PERMIT INFORMATION Building Permit P Square Footage:(] Construction Type: L" -cc( rci{ No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service – No. of AMPS: Mechanical 11 (Duct layout required for new systems) 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 constriction 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 Iaditioners, 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. WARN1NG TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF CO-NIMENCEMENT 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 _ Signature of ontractor/Agent Date eccr ' ( re n '--- - Print oractor/Agent's Na e btQ IZ_/3-IZ SignaNKe,of Notary -State of Florida Date O ntrabo si i Personally Known to Me or l rcltlu cec t• 'G`<'. ti Type of M APPROVALS: ZONING: Off 1-111h5-11-, UTILITIES: ENGINE . g• / FIRE: COMMENTS: Rev 11.08 WASTE WATER: BUILDING: r O P I;7- WWW. SAN FORDFL.GOV MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 iANFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HALL 300 NORTH PARK AVENUE iANFORD, FLORIDA 32771-1244 TELEPHONE 407.688.5140 FACSIMILE 407.688.5141 CITY COMMISSION TEFF TRIPLETT MAYOR MARK MCCARTY DISTRICT 1 DR. VELMA H. WILLIAMS DISTRICT 2 RANDY.IONES DISTRICT 3 PATTY MAHANY DISTRICT 4 CITY MANAGER NORTON N. BONAPARTE, JR. P] 19 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT November 15, 2012 Sara Nixon & Christopher Keeney 618 S. Palmetto Avenue Sanford, FL 32771 Re: Historic Preservation Board Certificate of Appropriateness Approval 618 S. Palmetto Avenue Dear Ms. Nixon and Mr. Keeney: At their meeting on November 14, 2012, the Historic Preservation Board (HPB) moved to approve with conditions a Certificate of Appropriateness (COA) application to construct a two story, two car garage at 618 S. Palmetto Avenue based on a finding that the proposed change is consistent with the purpose and intent of Schedule S and complies with the specific guidelines contained in Schedule S. The condition noted on the approval is: Professionally rendered architectural elevations must be provided as part of the permit application and must be reviewed and approved by staff to verify compliance with Schedule S regulations. The applicant is advised that any person aggrieved by a determination of the Board may appeal such determination to the City Commission by filing a written appeal and paying associated fees through the City Cleric's Office within thirty 30) calendar days of the Board action. A building permit is required for the activity detailed above. Please contact the City of Sanford Building Department at 407.688.5150 for more information. If you have any questions or concerns, please do not hesitate to contact me at 407.688.5145. Sin rel , hristine Dalton, AICP Historic Preservation Officer Community Planner TA Historic Preservation BoardTY2012-2013\11.14.2012\PM1 - 618 S Palmetto Ave\Approval Letter 618 Palmetto Avenue.doc 4 512&44 64 v t PLAT OF BOUNDARY SURVEY for SARA NIXON Legal Description _ LOT 5, BLOCK 6, (TIER 2, FLORIDA LAND & COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, according to the plat thereof as recorded in Plat Book 1, Pages 56 through 64, of the Public Records of Seminole County, Florida. 0 A O10a 0 SCALE, 1 "=,30° 41.00' . SURVEY NOTES: 1) The street address of the above-described property is GIGS. PALMS IT iTO AVENUE. 2) The above-described property lies in a Flood Zone oa u V I" SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delin,2ataidisanaccuraterepresentationorthesalute. T further certify that this Survey meets the Minimm TechnicalStandardssetforthbytheFloridaBoardofLandSurveyorspursuanttoSection427.027 of the Florida Statutes. I CERTIFIEID SECT TB B< TNER RVEYIIVC, INC. SARA NUC®NR. BLAIR KITNER - P.L.S. NO. 3382 AMSOUTH BANK, MAOA Post Office Box 823„ Sanford, F1. 3M2- 2- 323 BROKERS T9TLE OF LONWOOD 9, LLC 407) 322-2C.CD COMMONWEALTH LAND TITLE ONCDRANCE PROJECT fUB: SURt/EY DATE. c®l NV pp!` ation For a Certificate of Appropriateness City of Sanford Historic Preservation Board r ti P.O. Box 1788 Sanford, Florida 32772-1788 Phone: 407.688.5145 Fax: 407.688.5141 Email: www.sanfordfl.gov astions on this form and submit all required attachments. Incomplete applications will not be reviewed. stions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure rn is complete. A building permit may be required for the activity detailed below. Please contact the Building at 407.688.5150 for more information. Failure to obtain a building permit may result in fines and/or double pegn,it neral Information wntown Commercial Historic District C Residential Historic District Is this a retroactive request? s this application filed in response t a Notic'e_of Violation from the Code Enforcement Department? LAN C Property Address: V Me, `S0 A q 32- 71 Property Owner Informtign Print Name: WCL` a_ 4) u yl Mailing Address: Sa Phone: r{D Q (3rJ Fax: Signature: Email: WQ-YII 1 Yes ( No Yes X No 0S - co r1ri ApplicanttA geint Information Print Name: /I i S e-- Mailing lAddress: 3aft Phone: TOS" ---- c _ ---- Email: t -.-' ax: , C6 Signature: _,_ --- ----- ---- - - I ceftify that all informatio cont ined in tl a 1' eat'' is true and accurate to the best of iiA) kn.o,-A ledge. Appicant'Owner Signature: -,--.----.—.__ ---_----.------...__._ I 1Vould you like to receive emails regarding Historic Preservation and Community Planning within your col: n u ir•- ' _- 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: J North - South _ East X West F Site Improvements/Driveway/Walkway C Storage Shed C Replacement Siding/Floor/Porch F Replacement Windows or Doors i- Underskirting l Signs/Awnings N New Construction/Additions L" Paint 1- Fences/Gates/Pergolas C Roofs/Gutters/Downspouts {- AC/Mechanical G Other 3. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used toaccomplishtheproposedwork. For large projects an itemized list is required. Use the reverse side if necessary. 1A Imo, ^A _atA rnn,0 0 r%,ne.4'V, idr-1 nn . 7 - <4)rt.1 double Cl ar_au, __() — q This certificate must be prominently displayed on the site when work is in progress. Florida Wilding Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDq... PERMIT # 13 a 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 JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1097_0_ R2,....Equiv_..-S..A10.9 0...5..S..pdf Product Approval Method Method 1 Option A Date Submitted 03/10/2012 1 of 2 12/13/2012 1:43 PM 1 rda [' r^ em-, BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts `; Publications FBC Staff BCIS Site Map € Links i Search Busines Profess ithUI x`1 product Approval USER Public User Regulation ckflaPductApprpyaiM_gnu > Pro .duc gr Application_SearCh > ippiKatgn Lifk > Application Detailro x FL # FL10970-R2 Application Type Revision Code Version 2010 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 JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1097_0_ R2,....Equiv_..-S..A10.9 0...5..S..pdf Product Approval Method Method 1 Option A Date Submitted 03/10/2012 1 of 2 12/13/2012 1:43 PM Florida Building Code'Online http: //floridabuilding. org/pr/pr_app_dtl.aspx?param=w GEVXQwtDq... Date Validated 03/23/2012 Date Pending FBC Approval Date Approved 03/29/2012 Summary of Products I FL # i Model, Number or Name I Description 10970.1 I Builders Aluminum Side Load Single Hung (4100) 52" x 72" Annealed ! Insulated Glass or Single Glaze Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 0_5...._ FL10.9...70 R2CCACBA10SH2106-52x72H- Approved for use outside HVHZ: Yes RSO....Exp01122.014.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 01/12/2014 Other: Installation Instructions F.L..10970_R2—II_3..e1_d.=Wen_BA4.100-NAIL.-FIN._NOTE,.pd_f Verified By: American Architectural Manufacturers Association Created by Independent Third Party: I Evaluation Reports FL10970—R2 AE—PER 889,pdf i Created by Independent Third Party: Yes i.._...-.......................... .........._.........._._...._....._......_ ... ..... ...... _ .............. . 10970.2 Builders Aluminum i Side Load Single Hung (4100) 52" x 72" Annealed i Insulated Glass or Single Glaze Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R2. C CAC_JW_.19 Builders -Al _SH._Fin ._SIG TAS. Approved for use outside HVHZ: Yes i 202 R50 52x72.pdf Impact Resistant: No FL10970_R2 C CAC JW -19 Builders Al SH Fin TAS 202 Design Pressure: +50/-50 i R50 52x72.1)df Other: FL 70 R2 C CAC JW -19 Bui_lders_AL_SH Flange SIG TAS 202 R50 .5...2x72,pd-f, FL10970 R2 C CAC JW 19 Builders Al SH Flange TAS 202..R_5.0..52x72..pdf Quality Assurance Contract Expiration Date i 01/12/2014 Installation Instructions FL10970 R2 II 4100 SH HVHZ.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10970_R2_AE_PER 976._05.-17-2010..pdf Created by Independent Third Party: Yes Baric iex Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ham. Product Approval Accepts: W eGk . SCCUritY.k10.7311CS Wam 2 of 12/13/2012 1:43 PM M- MAX. FROM 13' O.C. CORNERS MA%. O.C. MAX. X 3 SV / o / z / 3 / I- WINDOW WIDTH (5216 MAX.) TYPICAL ELEVATION WITH FASTENERS a Max Frame I DP I IMPACT 52Y" x 72" 50/-50 NO U.If— Beslpn Press... osTested +50/-50 psi per AAMA/VOMA/CSA lot/I.S. 2/A110-05. 1;I' MIN. 3. Host structure (wood buck, stud framing and opening) to be designed All glazing shall conform to ASTM E1300. EMBEDMENT Minimum nominal glazing: 3/e° monolithic or dsb insulated. structure is the responsibility of the architect or engineer of record for v the project of installation. An impact protective system is required where wind borne debris 1/,' MAX protection is required by local building code. SHIMSPACEr This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up PROJECT ENGINEER: TYPICAL VERTICAL 3737 Lakeport Boulevard JELIyV EN Klamath Falls, OR 97601 to the size limitations noted. It is not intended as a guide to the installation FRAME SECTION DRAWN BY: M. Tetzlaff NOTE: Caulk =etre.. 7t process and does not address the sealing consideration that may arise in different unit and oPening. CHEC%ED BY: TITLE: MAX SHIM wall conditions. For the complete installation procedure, see the instructions T/ ; t, -f._ oII SPACE 4 a 1 MASONRY NCTL 210-3656-1A) 1%' MIN. EMBEDMENT -t---1 ^ /1/,' MAX 3 SHIM Q / j SPACE. vv a I c a. v d TYPICAL HORIZONTAL FRAME SECTION NOTE. Caulk between unit and opening. General Notes: Max Frame I DP I IMPACT 52Y" x 72" 50/-50 NO U.If— Beslpn Press... osTested +50/-50 psi per AAMA/VOMA/CSA lot/I.S. 2/A110-05. General Notes: Installation Notes: The product shown herein is designed, tested and manufactured to 1 . Seal flange / window to substrate. comply with the wind load criteria of the adopted International Building 2. Use 3/,s' Tapcon or equivalent fasteners through frame with sufficient Code (IBC), the International Residential Code (IRC), the Florida Building length to penetrate a minimum of 13/4° into the masonry. Code and the industry standard requirements for the stated conditions. 3. Host structure (wood buck, stud framing and opening) to be designed All glazing shall conform to ASTM E1300. and anchored to properly transfer all loads to the structure. The host Minimum nominal glazing: 3/e° monolithic or dsb insulated. structure is the responsibility of the architect or engineer of record for Installation methods may be interchanged within the same opening. the project of installation. An impact protective system is required where wind borne debris 4. Fasteners are not required through the sill. protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or, flanges,;, This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up PROJECT ENGINEER: DATE: 02/24/2010 3737 Lakeport Boulevard JELIyV EN Klamath Falls, OR 97601 to the size limitations noted. It is not intended as a guide to the installation DRAWN BY: M. Tetzlaff SCALE: NT5 tA 541) 882 -3451 process and does not address the sealing consideration that may arise in different f1O, = CHEC%ED BY: TITLE: wall conditions. For the complete installation procedure, see the instructions T/ ; t, -f._ Builder's Aluminum Single Hungpackagedwiththewindoworgotowww.ield-wen.com/resourcesfinstallation. WPROVEDSY; 4100) krls(Ijfp. 1.'1Tlugher{y NO.: Masonry Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or Flbnlda' P1b`?II*Ja45`5•' PART/PROJECT copied in whole or in art or used or disclosed to others except as authorized bppp y 127 W. Fuirbonks M 3 See ,38Vlnter'Park; AFL 32789 FBPE cert. of Auth—ization: IDENTIFIER No. PUNT NAME AND LOCATION: CAD DWG. No.: REV: G 01 SHEET 1 5JELDWEN, Inc. No: 28520 MY44099 Venice Window Division BA t CTuim% of M" MAX. FROM 13' O.C. CORNERS WAX. A O.C. M%. 3 U S / O392 / WINDOW WIDTH (52)6' MAX.) TYPICAL ELEVATION WITH FASTENERS 3 2 2' MIN EMBEDMENT 1/1' MAX SHIMSPACE TYPICAL VERTICAL FRAME SECTION NOTE, Caulk beteeen unit and opening. 1 I/1' MAX Y SHIMSPACE 7-77' General Notes: The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/s' monolithic or dsb insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealin consideration that ma arise in diffeven t 2' MIN. EMBEDMENT WOOD FRAME NCTL 210-3656-1A) 1 1/4. MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTION NOTE Caulk beteeen unit and opening Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 2" into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. ENGINEER: M. Tetzlaff J y wall conditions. For the complete installation procedure, see the instructionsl.((e Max Frame DP IMPACT 56e" x 72" 50/-50 NN Uniform Design Pressure of Tested, -50/-50 psf per AAMA/VDMA/CSA 101/I.S. 2/MIO-OS. Installation Notes: 1. Seal flange /window to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 2" into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. ENGINEER: M. Tetzlaff J y wall conditions. For the complete installation procedure, see the instructionsl.((e f..,. `/ _. 4.„. ... - - CHECKED BY: packaged with the window or go to www.jeld-wen.com/resourcesliinstallafion. l T APPROVED BY: This drawing its F,,l P. D ':: PMT/PRWECI No.: and contents are confidential and are not to be reproduced or s8e r copied in whole or in part or used or disclosed to others except as authorized by 127 1. F,dlntidnkkks. Avl. S'%e' 138 Ft4,32zut IDENTIFIER No. JELD-WEN, Inc. FBPEmtertPaF , on MY44099No., 28520 DATE: 02/24/2010 JEL] 3737 Lakeport Boulevard SCALE; Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Wood Frame Installation (52.125" x 72.0011) PUNT NAME AND LOCATION: GD DWG. Na.: REV; SHEET Venice Window Division BM180_Nc4ui 01 2 of 5 4" MAX. 13' O.C. FROM MAX. CORNERS 13' O.C. MAX. E W / S / O / O / 3 / WINDOW WIDTH (5716' MAX.) --I TYPICAL ELEVATION WITH FASTENERS General Notes: The product shown herein is designed, tested ano manutacturecl to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/6' monolithic or dsb insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or.,ftandes:,: This schedule addresses only the fasteners required to anchor the product to Max Frgm DP achieve the rated design pressure and impact performance (where applicable) up 52/" x 72" +50/-50 to the size limitations noted. It is not intended as a guide to the installation J process and does not address the sealing consideration that may arise in different y10 wall conditions. For the complete installation procedure, see the instructions. packaged with the window or go to www.jeld-wen.com/resourcesliinstallation. This drawin and its contents are confidential and are not to be regreproduced Of Floridp 0£. HC: 68455 copied in whole or in part or used or disclosed to others except as authorized by 127 Winter Pok, FLe32789 438 JELD-WEN, Inc. FBPE Cert. of AutFgrizo tipro NAIL FIN NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL HORIZONTAL FRAME SECTI N NOTE: C°ulk between unit and openlnq le. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1 Yz" into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite" installation http://www.jeld-wen.com/newinstallationtechnology/) for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. PROJECT ENGINEER:DA 02/24/2010 3737 Lakeport Boulevard DRAWN BY: SCALE:JELD-WEN Klamath Falls, OR 97601 M. Tetzlaff NTS (541) 882 - 3451 APPROVED BY: Builder's Aluminum (4100) Single Hung PART/PROJECT No.: Nail Fin Installation (52.125" x 72.00") IDENTIFIER No. PUNT NAME AND LOCATION: CAD DWG. No.: REV: SMEI MY44099 Venice Window Division BA4100_NCTL210 i p 02 3of5 Max Frgm DP IMPACT 52/" x 72" +50/-50 1 NO Uniforn Deslpn Pr-- osTested •50/-50 psf per AAMA/vDMA/CSA 101/I.S. 2/A440-05. le. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1 Yz" into the wood framing. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. We recommend using Tegratite" installation http://www.jeld-wen.com/newinstallationtechnology/) for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. PROJECT ENGINEER:DA 02/24/2010 3737 Lakeport Boulevard DRAWN BY: SCALE:JELD-WEN Klamath Falls, OR 97601 M. Tetzlaff NTS (541) 882 - 3451 APPROVED BY: Builder's Aluminum (4100) Single Hung PART/PROJECT No.: Nail Fin Installation (52.125" x 72.00") IDENTIFIER No. PUNT NAME AND LOCATION: CAD DWG. No.: REV: SMEI MY44099 Venice Window Division BA4100_NCTL210 i p 02 3of5 4't" MAX. FROM 73" O.C. CORNERS MAX. 7, 0 C. MAX. x i x S O / 3 / I-— WINDOW WIDTH (5Z%- MAx.)--- TYPICAL ELEVATION WITH FASTENERS 12 pe. .IN n STEEL STUD Trwd MIN. Thrpgn 1 TTT""" stw I/4. MAX SHIMSPACE TYPICAL VERTICAL FRAME SECTI N NOTE: Coulk bet- it end op—g. 7: 1/t' MAX r SNP SPACE 4 po. MIN STEEI STUD General Notes: The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/6 monolithic or dsb insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fins or flanges. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation ' process and does not address the sealing consideration that may arise in different T wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.field-wen.com/resourcesAnstallation. STEEL STUD NCTL 201-3656-1A) 3 Thread MIN. Through Stud 12 ga. MIN. STEEL STUDSPA SHIM SPACE MAX V TYPICAL HORIZONTAL FRAME SECTION NATE. Cpulk between unit and opening. Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads through the metal stud. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. PROIECT ENGINEER: DRAWN BY: M. Tetzlaff CHECKED BY: r.F p Pw rTr PART PRo7EcrIsdrawinganditscontentsareconfidentialandarenottobereproducedorFlar' a Pe. Np. eeass; :=: copied in whole or in art or used or disclosed to others except as authorized b ]a' " F "°"'s: Er P P P Y WIT" i Pork jj' 387. IDENTIFIER No. JELD-WEN, Inc. FBPE Cert:'a, ttn r spcia, Nay $' B g.,;.. MY44099 02/24/2010 JELD MN (lam t.akepoBoulevard KlamsulE: ath Falls,, OR 97601 HTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.0011) PLANT NAME AND LOCATION: Venice Window Division 0 1 ( SHEET 4 of Max Frame I DP IMPACT 52/" x 72" 50/-50 1 NO LWF.— Declgn Pres— A! T -ted, •50/-50 psi per AAMA/VDMA/CSA 101/I.S. 2/A440-05. Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads through the metal stud. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required in the sill. PROIECT ENGINEER: DRAWN BY: M. Tetzlaff CHECKED BY: r.F p Pw rTr PART PRo7EcrIsdrawinganditscontentsareconfidentialandarenottobereproducedorFlar' a Pe. Np. eeass; :=: copied in whole or in art or used or disclosed to others except as authorized b ]a' " F "°"'s: Er P P P Y WIT" i Pork jj' 387. IDENTIFIER No. JELD-WEN, Inc. FBPE Cert:'a, ttn r spcia, Nay $' B g.,;.. MY44099 02/24/2010 JELD MN (lam t.akepoBoulevard KlamsulE: ath Falls,, OR 97601 HTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.0011) PLANT NAME AND LOCATION: Venice Window Division 0 1 ( SHEET 4 of Ah" MAX. 13' O.C. FROM CORNERS MAX. MAX.O.C. MA Z 3. N xU S / 2 / WINDOW WIDTH (52%6- MAX.) ----I TYPICAL ELEVATION WITH FASTENERS General Notes: 12 ga. MIN. 3 STEEL STUD 0. — 3 Thread MIN. TMougn swd 1/e' MAX SHIMSPACE TYPICAL VERTICAL FRAME SECTION NOTE: Caulk between unit and opening. vv MAX SHIMSPACE 4 3 `Iz MtN STEELqa. STUD The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code and the industry standard requirements for the stated conditions. All glazing shall conform to ASTM E1300. Minimum nominal glazing: 3/6' monolithic or dsb insulated. Installation methods may be interchanged within the same opening. An impact protective system is required where wind borne debris protection is required by local building code. Maximum sizes are buck / net sizes and do not include fYi o ariges•. This schedule addresses ON the fasteners r uired to anchor the roduct to 1. Seal nail fin to substra te. 2. Use #10 sheet metal screw or greater fasteners through the frame with sufficient length to penetrate a minimum of three (3) threads through the steel stud at each location. 3. Host structure (wood buck, stud framing and opening) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness 050"). Nail Fin extends approximately 1.258" away from frame. STEEL STUD NAIL FIN NCTL 210-3656-1A) 3 Threod MIN. Through Stud --f+ 12 go. MIN. STEEL STUD SPACE MAX 1' SHIM a e TYPICAL HORIZONTAL FRAME SECTI N NOTE: Caulk between unit and opening. achieve the rated design pressure and impact performance (where applicable) UP Max Frame I DP 11MPACT 52YY8' x 72" 1 +50/-50 1 NO Unifarn Design Pressure as TastM-50/-50 Psi per MMA/VDMA/LSA IDI/IS. 2/AI+0-05. achieve the rated design pressure and impact performance (where applicable) UP to the size limitations noted. It is not intended as a guide to the installation i DRAWN BY: M. Tetzlaff process and does not address the sealing consideration that may arise in different ti'. (,fit- 'i wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resourcesfinstallafon. 1> CHECKED BY: APPROVED BY: This drawing and its contents are confidential and are not to be reproduced or KrishP.E. No. g68A5he S PARTfPF OJECT No.: copied in whole or in part or used or disclosed to others except as authorized by Ste 438127W"i.t.rbarbark, JELD-WEN, Inc. FLe32789 FSPE Cert. of Authorization, IDENTIFIER No. MY44099NP.: 28520 SC 02/25/2010 JELWWEN lam Lakeport Boulevard w,Klamath Falls, OR 97601 NTS (541) 882 - 3451 TrrLE: Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") PUNT NAME AND LOCATION: GD DWG. No.: REV: SHEET Venice Window Division Baatoo_tr iUJM%_ 01 5 of 5 F PLAT OF BOUNDARY SURVEY for SARA NIXON Legal Description LOT 5, BLOCK 8, TIER 2, FLORIDA LAND & COLONIZATION CO., LTD., E.R. TRAFFORD'S MAP OF THETOWNOFSANFORD, according to the plat thereof as recorded in Plat Book 1, Pages 56 through 64, of thePublicRecordsofSeminoleCounty, Florida. J T NOV 2 7 41.00' r I1 8z 0'i gol1I Z' 0N 1 t _ I z 1 I Ir rn 2 STORY WOOD FRAME CO16. 73 NCRETE 6. T cn p COVERED 3503 90• FND 1/2- IRON ROD (NO 17. 00. - OO A--7-w-S-TRE E -T ---------------- SCALE: 1"=30' FND 1/2" IRON IROD 0 /: SURVEY NOTES: 1) The street address of the above-described property is 618 S. PALMETTO AVENUE. R 70 C C Z Cx W J V Florida Building Code Online http://floridabuiIding.org/pr/pr_app_dtl.aspx?param=vi GEVXQwtD... R N, PERMITz, 0d wa.....ams.,.tt..:,wit».m,..?,maia:'kidwmiC;u,<..:...Luuiu>:,.-..zLw.M...,.x,.s i ex& Derkitiylant E- ` SCIS Home log In !User Registration I Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map ( Links Search Businessf `, Professioa)0j": ProductApprovaiUSER: Public User' 40.. rr1,3J t,lro€ t GY Frcduct.Approv_al jt1enu > Product_ or.Applicot9n Search > Acp1g8i0..n List > Application Detail r. It n FL # FL5678 R2 Application Type Revision Code Version 2010 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 Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. - ETL/Warnock Hersey Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/06/2012 Date Validated 03/12/2012 Date Pending FBC Approval Date Approved 03/14/2012 I of 6 12/13/2012 1:27 PM Florida Building Code Online http://floridabuildin,-.org/pr/pr—app_dtl.aspx?param=wGEVXQwtD... Summary of Products Go to Page 0 0 Page 1 / 2 FL # Model, Number or Name Description 5678.1 01 W4-09 C-DSIE-1F173: 3201, µDouble -skin Insulated (exterior skin 27 ga. min.; interior 3203,250,250G skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 9'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R2 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspecti_on._ pdf Impact Resistant: N/A FL5678 R2 C CAC W4 C Listing— DatertgILP Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/ 2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R2 11101758- 01758Af W indborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: i Evaluation Reports Created by Independent Third Party: 5678.2 02 W4-16 C-DSIE-IF173: 3201, Double -skin Insulated (exterior skin 27 ga. min.; interior I 3203, 250, 250G i skin 27 ga. min.) WINDCODE@ W4 Sectional Door, 9'2" to 16'0" wide Limits of Use Certification Agency Certificate 1 Approved for use in HVHZ: No FL5678 R2 C CAC Letter with .proof cLf_contract and proof Approved for use outside HVHZ-. Yes of Impact Resistant: N/A I FL5678 R2 C CAC W4 C Listing Intertek. pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/ 2028 i meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R2 II 101760-Rev07.p d windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.3 103 W4-09 C -PAN -21`141: 692, Steel Pan (min. 24 ga.) WINDCODEO W4 Sectional Door, 1652V up to 9'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5678 R2 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of msp(tction. ndf Impact Resistant: N/A FL5678 R2 C CAC W4 C ListinQ Intertek. pd i Design Pressure- +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 1 05/21/2028 1 meets the wind load requirements of the building code but Installation Instructions i DOES NOT meet the impact resistant requirement for EL567_$_R2 11 101762-Rev09. pAf windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports i Created by Independent Third Party: 5678.4 104 W4-16 C -PAN -21`141: 692, Steel Pan (min. 24 ga.) WINDCODE@ W4 Sectional Door, 1652V 9'2" to 16'0" wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 7proof' te FL56 8 R2 C CAC Let r withprggf tznd Approved for use outside HVHZ: Yes of insqectLcm.pdf i Impact Resistant: N/A FL5678 R2 C CAC W4 C Listing Intertek. odf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/ 2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL5678 R2 11 101781-Rev08. pd windborne debris regions. The product without glazing Verified By: Intertek Testing Services NA Inc. - J DOES comply with the impact resistant requirement for ETL/Warnock Hersey windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.5 05 W4-12 C-DSIE-IF447: 3200, Double -skin Insulated (exterior skin 24 ga. min.; interior 3220,240,240G skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 10'2" wide 2 of 6 12/13/2012 1:27 AY MODELS: 3201 (FLUSH), 3203 (RAISED PANEL) OPTIONAL ACINIC IS PIA1111 DPTIX OR 10 SCREW WINDOW LITE FS MODELS: 250. 25OG LLCITE CP, AN APPROVED CC2 PLASTIC IN FRONT FRAME WITH U.V. COMPLIANCE WI1H IBC/Pec 2606. COATING ON OUTSIDE SURFACE. DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (NOT SHOWN) DOORS 7'3' HIGH $ SECTIONS (1107 SHOWN). HIGHCONSIST DOORS 9'O" - 180'0 CONSISTOOF( (61 SECTIONS (SHOWN). DOORS 10'9" - 12'3" HIGH CONSIST OF (1 SECTIONS NOT SHOWN). DOORS 12'6" - 14'0" HIGH CONSIST OF SECTIONS NOT SHOWN)). DOORS 14'3" - 15'9" HIGH CONSIST OF 9 SECTIONS NOT SHOWN . DSB GLASS OR 7((186)) DOORS 16'0" HIGH CONSIST OF (10) SEC NS (NOT SH WN). LIC1/8" ACRY7 4) #14 SHEET METAL SCREWSMOLDED INSIDELITERETAINER. O O 4" PAN HEAD SC EW 10 35CREWS PER LITE)R 9-(4) O 1/4" DIA. SELF TAPPING SCREWS 14 GA END HINGE 14 GA. INT kTE HINGE r -y A A MAX. DOOR WIDTH = 9'-0" INSIDE ELEVATION 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD-/ JAMB WITH ONE 5/16"x1-1/2" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4"x5/8" BOLT & NUT DE TWO 1/4" RIVETS. VFRTI 61 IAMB ATTACHMENT (C-90 BLOCK OR 7n00 PSI MIN. GONGRETE GOLUMN): 3/8"X4" SLEEVE ANCHORS ON 24" CENTERS BOTH C-90 BLOCK OR 2000 PSI MIN. CONCRETE) OR 1/4"X4" TAPCON SCREWS ON 24" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1" O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OPTIONAL WINDOW END LITE SECTION STILE SEE SECTION B -I) FOR LITE DETAILS OUTSIDEHANDLE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON I TICK BAR LOCKING EACH SIDE OF DOOR. 27 GA MIN. STEEL GALV. EXTERIOR SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ARE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE VERTICAL IAMB ATTACHMENT WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. THIS DOOR YEEIS OR EXCEEDS THE DCANI LOADS POR THE ULTIIMIE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORUA BURRING CODE OR THE RTIFRNATIO-L BUILDING CODE (BASE) ON ASCE7-10) IDR THE FOLLOWING CONDITIONS 1) ENCLOSED WILDING, 2) DDDR HAS 2' OF WIDTH IN IRAIDNG'S END ZONE. 3) ANY ROOF SLOPE, AND 4) TESTING N ACCORDANCE WITH ANSI/DABAN IN. SITE-SPECM CALCULATIONS BY A OWLIFRD NEVI ROOF HEIGHTI (.S' I 17 r, 2" THICK SILICONE FILLED CHANNEL SEPARATES 0 FRONT AND BACK SKIN OF DOOR o 1 1.95" THICK, 1 # DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED = TO BOTH EXTERIOR AND INTERIOR SKINS. z z SECTION A -A a 0 12 GA. GALV. STEEL TOP I ROLLER BRACKET. EACH 1BRACKETATTACHEDW/(3) T t 1{14x5/8" SHEET METAL SCREWS. DATE DESCRIPTION 2005 UPDATED CODE REF., SPECIFIED OPTIONAL ACRYL 2005 ADDED ROLLER OPTION 2008 ADDED MPC; EXTENDED MAX HT (WAS 14-0). 2012 UPDATED WINDCODE CHART HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) - 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"x1-5/8" LAG SCREWS. NOTE; DOUBLE TRACK LOW TRACK CONFIGURATION HEADROOM, HI -UFT TRACK, FOLLOW -THE -ROOF TRACK, AND VERTICAL LIFT TRACK 2" GALV. STEEL TRACK, ARE AVAILABLE OPTIONS. 3" TRACK THICKNESS: .060" TRACK ALSO AVAILABLE. TYP. 2-1/2"02 GA. GALV. STEEL TRACK BRACKET. 141 TRACKBRACKETS PER SIDE JUP TO 8' HIGH). 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH. 6 TRACK BRACKETS PER SIDE UP TO 12' HIGHS. 7 TRACK BRACKETS PER SIDE UP TO 14' HIGHS). 8 TRACK BRACKETS PER SIDE UP TO 15' HIGH . 9 TRACK BRACKETS PER SIDE UP TO 16' HIGH1'. DISTANCE BETWEEN FLAG AND TOP TRACK BRACKET NOT TO EXCEED TONGUE AND GROOVE JOINTS. SLIDE BOLT END LOCK ENGAGES STILE INTO VERTICAL 14 GA GALV. STEEL ROLLER TRACK. ONE HINGE. EACH FASTENED TO LOCK ON END STILES W/(4) #14x5/8" EACH SIDE SHEET METAL SCREWS. OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 2-1/4" TALL x 20 GA GALV. STEEL U -BAR. 3) U -BARS ON DOORS UP TO 5 SECTIONS, (4) U -BARS ON DOORS WITH 6 TO 7 SECTIONS, (5) U -BARS ON DOORS WITH 8 SECTIONS. SELF ATTACHED W/(2 1/4"x3/4" SELF TAPPING SCREWS AT EACH HINGE LOCATON. U -BARS MIN. YIELD STRENGTH: 50 KSI. 27 GA. STEEL GALV. INTERIOR SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. 14 GA. MIN. GALV. STEEL CENTER HINGE LJ FASTENED TO BACK OF DOORW/(4) EACH #14x5/8" SHEET METAL SCFF22EWS. DESIGN ENGINEER: MARK WESTERFIELD, P.E. 14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 FASTENED_ TO END STILES W/(4) EACH 2) 1/4" SHEET METAL SCREWS SELF TAPPING SCREWS. AND CLOPAY BUILDING PRODUCTS CO CID 8585 DUKE BLVD. 2" 10 BALL SHORT STEM STEEL ROLLER WITH MASON, OH 45040 STEEL OR NYLON ROLLER (' j") 13 770-4800 PREPARATION OF IS BY OTHERS Building Products Clopq CoryeMbn All RNNtx Ra—d. Company FLDIRROA PRODUCT QPPROWAL MGM& LHR TOP BRACKET 15 -0 DOUBLE HORIZONTAL 15 -6 TRACK 16 -0 DOUBLE TRACK LOW HEADROOM OPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH S1DE OF DOOR. OUTSIDE KEYED I `END HANDLE STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DESIGN LOADS: +28.0 P.S.F. & -29.0 P.S.F TEST LOADS: +42.0 P.S.F. & -43.5 P.S.F. FWCTURNG V)NDLDAD RATING I MA%. SI2E I C-DSIE-IF173 W4 9'O" x 16'0" 12./14/97 PTDESCRIION BY, MODEL 3203 +28/-29 PSF (DES. LOAD) DRAWING, NUMBER, AKA u D BY, D 101758 IBC RimI IM1 P. A MAX. DOOR WIDTH = 9'-0" INSIDE ELEVATION 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD-/ JAMB WITH ONE 5/16"x1-1/2" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4"x5/8" BOLT & NUT DE TWO 1/4" RIVETS. VFRTI 61 IAMB ATTACHMENT (C-90 BLOCK OR 7n00 PSI MIN. GONGRETE GOLUMN): 3/8"X4" SLEEVE ANCHORS ON 24" CENTERS BOTH C-90 BLOCK OR 2000 PSI MIN. CONCRETE) OR 1/4"X4" TAPCON SCREWS ON 24" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. 1" O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OPTIONAL WINDOW END LITE SECTION STILE SEE SECTION B -I) FOR LITE DETAILS OUTSIDEHANDLE LOCK BAR ENGAGES IN OUTSIDE KEYED LOCK TRACK ON I TICK BAR LOCKING EACH SIDE OF DOOR. 27 GA MIN. STEEL GALV. EXTERIOR SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ARE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE VERTICAL IAMB ATTACHMENT WOOD FRAME BUILDINGS): 1/2"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. THIS DOOR YEEIS OR EXCEEDS THE DCANI LOADS POR THE ULTIIMIE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORUA BURRING CODE OR THE RTIFRNATIO-L BUILDING CODE (BASE) ON ASCE7-10) IDR THE FOLLOWING CONDITIONS 1) ENCLOSED WILDING, 2) DDDR HAS 2' OF WIDTH IN IRAIDNG'S END ZONE. 3) ANY ROOF SLOPE, AND 4) TESTING N ACCORDANCE WITH ANSI/DABAN IN. SITE-SPECM CALCULATIONS BY A OWLIFRD NEVI ROOF HEIGHTI (.S' I 17 r, 2" THICK SILICONE FILLED CHANNEL SEPARATES 0 FRONT AND BACK SKIN OF DOOR o 1 1.95" THICK, 1 # DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED = TO BOTH EXTERIOR AND INTERIOR SKINS. z z SECTION A -A a 0 12 GA. GALV. STEEL TOP I ROLLER BRACKET. EACH 1BRACKETATTACHEDW/(3) T t 1{14x5/8" SHEET METAL SCREWS. DATE DESCRIPTION 2005 UPDATED CODE REF., SPECIFIED OPTIONAL ACRYL 2005 ADDED ROLLER OPTION 2008 ADDED MPC; EXTENDED MAX HT (WAS 14-0). 2012 UPDATED WINDCODE CHART HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) - 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"x1-5/8" LAG SCREWS. NOTE; DOUBLE TRACK LOW TRACK CONFIGURATION HEADROOM, HI -UFT TRACK, FOLLOW -THE -ROOF TRACK, AND VERTICAL LIFT TRACK 2" GALV. STEEL TRACK, ARE AVAILABLE OPTIONS. 3" TRACK THICKNESS: .060" TRACK ALSO AVAILABLE. TYP. 2-1/2"02 GA. GALV. STEEL TRACK BRACKET. 141 TRACKBRACKETS PER SIDE JUP TO 8' HIGH). 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH. 6 TRACK BRACKETS PER SIDE UP TO 12' HIGHS. 7 TRACK BRACKETS PER SIDE UP TO 14' HIGHS). 8 TRACK BRACKETS PER SIDE UP TO 15' HIGH . 9 TRACK BRACKETS PER SIDE UP TO 16' HIGH1'. DISTANCE BETWEEN FLAG AND TOP TRACK BRACKET NOT TO EXCEED TONGUE AND GROOVE JOINTS. SLIDE BOLT END LOCK ENGAGES STILE INTO VERTICAL 14 GA GALV. STEEL ROLLER TRACK. ONE HINGE. EACH FASTENED TO LOCK ON END STILES W/(4) #14x5/8" EACH SIDE SHEET METAL SCREWS. OF DOOR. INSIDE SLIDE BOLT LOCK OPTION 2-1/4" TALL x 20 GA GALV. STEEL U -BAR. 3) U -BARS ON DOORS UP TO 5 SECTIONS, (4) U -BARS ON DOORS WITH 6 TO 7 SECTIONS, (5) U -BARS ON DOORS WITH 8 SECTIONS. SELF ATTACHED W/(2 1/4"x3/4" SELF TAPPING SCREWS AT EACH HINGE LOCATON. U -BARS MIN. YIELD STRENGTH: 50 KSI. 27 GA. STEEL GALV. INTERIOR SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION VINYL WEATHERSTRIP. 14 GA. MIN. GALV. STEEL CENTER HINGE LJ FASTENED TO BACK OF DOORW/(4) EACH #14x5/8" SHEET METAL SCFF22EWS. DESIGN ENGINEER: MARK WESTERFIELD, P.E. 14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. #48495, NC P.E. #23832, TEXAS P.E. #91513 FASTENED_ TO END STILES W/(4) EACH 2) 1/4" SHEET METAL SCREWS SELF TAPPING SCREWS. AND CLOPAY BUILDING PRODUCTS CO CID 8585 DUKE BLVD. 2" 10 BALL SHORT STEM STEEL ROLLER WITH MASON, OH 45040 STEEL OR NYLON ROLLER (' j") 13 770-4800 PREPARATION OF IS BY OTHERS Building Products Clopq CoryeMbn All RNNtx Ra—d. Company FLDIRROA PRODUCT QPPROWAL MGM& LHR TOP BRACKET 15 -0 DOUBLE HORIZONTAL 15 -6 TRACK 16 -0 DOUBLE TRACK LOW HEADROOM OPTION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH S1DE OF DOOR. OUTSIDE KEYED I `END HANDLE STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION DESIGN LOADS: +28.0 P.S.F. & -29.0 P.S.F TEST LOADS: +42.0 P.S.F. & -43.5 P.S.F. FWCTURNG V)NDLDAD RATING I MA%. SI2E I C-DSIE-IF173 W4 9'O" x 16'0" 12./14/97 PTDESCRIION BY, MODEL 3203 +28/-29 PSF (DES. LOAD) DRAWING, NUMBER, AKA u D BY, D 101758 IBC Hwida Building Cade f nhue ltttp://),vww.illi-idabuiiditig.orQ,/'pr/pr_upp_dtl,asp..x'-!pa;aua—wGEVXQ.., OFFICE Submit Surcharge Stats & Fads Publications FBC Staff SCIS Site Map Q Product Approval Menu > Product or Application Search > Application List > Application Detail G a FL # FL11136-R1 Application Type Revision Code Version 2010 Application Status Approved Approved by DCA. Approvals by DCA shall be reviewed the POC and/or the Commission if necessary. Comments Archived Product Manufacturer ?ELD-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 ,IELD-WEN Corporate Customer Service Address/Phone/Email 3337 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936. customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Hark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS -201 1994 TAS -202 1994 TAS -203 1994 1 of 3 10/29/2012 9:42 AM flofida Huilding Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Gate Approved Summary of Products htlp:i/w,,v w. fioi-idabuilditig.or'pr• pr_alp_dtl.a lZa'paraiii—wGEVXQ... Method 1 Option A 08/15/2012 08/28/2012 08/29/2012 G V1 J IAin C"r, 1" n.Al L'1-LAAvT1IWI, twiv -.-ry FL # Model, Number or Name Description 11136.1 Steel, Steel Edge in Wood Frame T-0" x 6'-8", Opaque, Single Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R1 C CAC NI011233 6-8.pdf Quality Assurance Contract Expiration DaApprovedforuseoutsideHVHZ: Yes . Impact Resistant: Yes 08/31/2016 Design pressure. +80/=80 Installation Instructions Other: FL11136 RI II DC9970-1 I5 REV4.PDF Verified By: National Accreditation & Manager r Created by IndependentThlyd Party: Evaluation Reports Created by Independent Third Party: 11136.2 Steel, Steel Edge in Wood Frame T-0" x 6i-8'", opaque, Single Door, Out -swing Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes l FL11136 R1 C CAC NI011233 6-8.pdf Quality Assurance Contract Expiration DaApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes 08/31/2016 Design Pressure: +80/-80 Installation Instructions Other, FIA11,36 111 II- DC997Q QS REV4.PDF Verified By: National Accreditation & Manager Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11136.3 Steel, Steel Edge in Wood Frame 3'-0" x 8'-0", Opaque, Single Door, In -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 RI C CAC NI011232 8-O.pdf 1 Quality Assurance Contract Expiration DaApprovedforuseoutsideHVHZ: `fes Impact Resistant: Yes 08/31/2016 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R1 II DC9970-1 IS REV4.PDF Verified By: National Accreditation & Manager Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 111136.4 Steel, Steel Edge in Wood Frame 3'-0" x 8'-0", Opaque, Sinqle Door, Out -swing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes I FL11136 _R1_Q CAC NI0IIZ32 $-Q.pd r Quality Assurance Contract, Expiration DaApprovedforuse. outside HVHZ_ Yes Impact Resistant: Yes r Design Pressure: +61/-65 f 1 08/31/2016 Installation Instructions I G V1 J IAin C"r, 1" n.Al L'1-LAAvT1IWI, twiv -.-ry f•'1011da Building Coule OWIne lit L ,,'/www,iloz'idabuildittg.uz'biprl l-)r a._;stt,aapa pai-atta—wGEVXQ... Ij Other., ` FL11136 R1 II DC9970 OS R€V4-.PDF Verified By: National Accreditation & Managei Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ft --k Contact Us : 1440 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refi Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records requ< electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1_ Section 455,275(1), FbrklaStatutes, effectOve Woher 1, 2013, ken ess kensed under Chapter 455, F.S. must provride the Dm artdrnt with they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If y supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you Chapter 45S, F.S., please click here - Product Approval Accepts: RR Im credit rarri5AFE 3 of 3 10/29/2012 9:42 AM JUD V N(a) Seel 37.75" O.A. 6'-8"618 -0"-S'FNGLE FNSWMNG OPAQUE STEEL EDGE IMPACT STEEL DOOR IN WOOD FRAME 36" :O.A. 37.75" O.A. GENERAL NOTES MAk FRAME WIDTH . 1. THIS PRODUCT IS DESIGNED 40 COMPLY WITH CURRENK 36" O.A. iQ FLORIDA BUILDING CODES (FOC) AND HAS BEEN TESTED TO JA6Y PANEI WIDTH TAS 201-94, TAS 202-94, TAS 203-94 AND MEETS IkIfGH ® ix VELOCITY HURRICANE ZONES l(HVHZ) REQUIRVANIS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROWLY v F Z TO TRANSFER LOADS TO THE STRUCTURE. x _ J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 10 BASE ¢ t ID MATERIAL SHALL BE BEYOND'WALL DRESSING r1R STUC,0. ti x w d n 2 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. _ ti. DESIGN PRESSURE RATING SF.ytLL 8E AS FOLLOWS: c7 x w ¢ FOR 6'EI" WOOD FRAMES -, SEE TABLE SHEET i w w :S w FORS-0- WOOD FRAMES — SEE TABLE SHEET 1 _ a 6. THIS SYSTEM WAS TESTED FOR 286 LBS. WA'ER PRESSURE Lu w O 1 X AS PER ASTM—E331. ¢ X7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS CL FOR "HVHZ". O a H . g IT,\ ITI>5 p 0 _L2 INSWNG IMPACT:LSTEEL EDGE DOOR O d0 n cli 00 r common to aU.6ame candillons) p in , DOOR LEAF OONSTRUCTION: inn o' *6a 0 o' J-ac-,- sheets: 24 ga. (0.0207 minimum thickness, Galvanized W co A3 +s Steel A-525 commercial Quality — AKDO per ASTM 620 with minimum avercge yield strength Fy=26,240 psi. Ir o Jere desien: Expanded polystyrene with 1.0 to .'.25 lbs. ' density, by JEI.D—k'ET/. OVERHANG a D. Lead L1 onstCuctlon.: Steel face sheets glued to ex — I -' 2 polystyrene ('EPS), with steel top and bottom rails andd ed 6'-3" .HEIGHT INSWING, OPAQUE STEEL. IMPACT DOOR (Xl 3'-0" MEIGHT 3 Y steel n6leso wood lock block reinforcement. The hinge stile VIEWED FROM jj EtIOR contains a MDF beard for added hinge support. i o 0 SHOWN FOR CLARITY OF VIEW) In Ci e Frame Construction (Both Fro= Tvoes): The head jambs and side jambs are morUsed, :Duffed and joined using ((3) RD 7/8' N Y wire staples. M aluminum adjustable Inswing *NATE PRODUCT HA: Har BEEN RATED FORLL threshold was unitiilized of the sill. M optional al wATERII6aTRAnaN FAUTIIaRIiYHAVINa P JURISDICTION RECyfd-MTONT RROOUCT ADA threshold is available. MEETSTHISREOUOWMENT,PRODUCTSHALL 7D w BELISEDWHENINMA_LEDATLCICA71ONc 2 PROTECTED BY OVEr',HANS eUOKI THAT fJ OVER HMN3 lOH1 RAI" -ON LENGTH .0H GT N O o 0TABLEOFCONTENTS _ HEGHrIBPIA SM OESGRI N ¢ t GEN NOTES & TVPICAL ELEVATIONS o 0 2 VE (TICAL CROSS SECT N & BILL OF MATERIA 3 HORIZONTAL CROSS FMN ON ,f r tv 0 4ANCHORINGLOCATION & DETAILS 5& N DATE OT 23 07 Au ft M u. Bn S. Saffell aiANGNo sNEET T of DC9970-1 5 DESIGN PRESSURE RATINGNHEREINATEITINALTRATIDNMEREWATERIPfFLLaiiT.aN RE171AR IFNT IS NEEDED A€aUatENEM IS NOT IiEFDm 6'3" (X) 30.Ops11* 80.Opsf` Q.Opsf 80.Opsf 8'0" (X) I 61.Opsfi * 65.Opsf 6/t,.Opsf 65.Opsf I " MIN,-- IN.--------,. 31 32 J o a] M. O -Ja..l`LL «i iJY2 Z Lo 00-0f ,coYma I— to F C3 °.° CDI— Cx 1— F'F- w rmx x X6 iy Lu w w z g = 26 16 xxa on Ula.l w W W q ¢ y lifog IjTER10R Q z c a m-1 u) 19 16 Q)w2 8 M V e y 00 Q baa vo J aT 24 EXTERIOR JJJTERQf? a a 11 19 31 1 24 y ! 2 r Z Q, f 1„ MIN. 1" 2 N. °: NOTES: 3 m N R-15 i- OPTIONALLY, ANCHOR CAN BE PLA,' ED IN NARROW 7 SECTION OF HEAL" OR JAMB AS LONG AS MINIMUM A VERTICAL CRosS-SECTIOI t EMBEDMENT IS ACHIEVED. MIN. \ o2 N I I" MIN, 2 AT S('LL, PLACE ANCHOR IN SILL RASE MATERIAL FOR MAXIMUM R DW: 07/23/07 A CROSS-SECTION s NTS OPTIOt,L ADA BARRIER FRES" THRESHOLD ° ' JWJ CK By. S. SoffeIf wm No.: DC9970-1 StIFE7 2 OF 5 RIP710A1; - MATERIAL 1 LATCH JAMB 1 1 4" x 4 9'+6" PpNDEROSA F.J. 61NE PINE _ 2 HINGE JAMB 1" 4OSA F.J. WJJE PtNE3HEADJAMB14'rPONDERSOA F.J. P1;rfE PINE 4 O r BU STEELHINGE72oa.iC97" HALER) 5 9 X ,P" PFH WOOD SCREW jH DOOR 6 9 x 3 4 Pk'li WOOD SCP.EI' HIN4 - TO DOOR STEEL 7 8 x 2 1/2 1 OOD SCREW V,97H 1.15 MW. EMB lt#'T) BUCK STEEL 8 10 r.2" PFM WOOD SCREl1' STEEL 9 ITEM N'OT USED STEEL 70 i 2 5.0" r10A EXT. ALUM THRESh10lD MODEL 6G63-T5 ALUM . 11 INSWM {; ADJUSTABLE THRESHOLD 1;25" x 4.56 ALUM _ 12 N07 (;SED 13 COMPRESSION WEATHERSTRIP SCHLEGEL 0-LON QOS650 FOAM 14 12 ar 3' PFH WOOD SCREW STEEL 15 9 PFH WOOD SCREW 'STEEL 16 FACC SHEET P4GA. (.020" T1v'k'. MIN. GALVANIZED S7F3:L STEEL 17 8 x ;" PFH k(QOD SCREW STEEL —_ 78 TOP ,f.AIL 1.3"TiHK) STEEL 79 BOTTOM RAIL , 1.73" x 1.2P a; OA2?" THK) STEEL 20 SIDE STILES 't.73" x 1.21 c 0.021 THK _ STEEL ' 21 WOOD LOCK pLOCK 1.67 x 30 x 18.75 T 22 STRIKE; PLATE 23 x 1.13" MDF BOARD MDF ! 24 50" x.6", DOOR BOTi01v1 VINYL 25 WOOD LOCK BLOCK (1.67" x 3.0 x 11.75" WOOD 26 EXPAR"L-D PC YSTYRENE i.>Q {o i.2 Ib. DEN. SY F1D— FOAM 27 KWIKSET SER. LOCK 20O OR 60 — 28 YALE HERITAGE SERIES DFADEiOLT 29 LATCH SCREWSPFH WOOD SCREW 'STEEL 30 NOT L;SED _ — 31 2X WOOD BU K WOOD 32 1 4 MAX..1}qX. SHIM SPACE _ _ WOOD . ID I 3T75" MAX FRAME WOT4 36" MAX. PANEL WIDTH 1313 I= Cc] a E 6 00 no on 0, all - 1313 1113 mom 0 m m 9 PANEL WID] EXTERIOR rB-'H031ZQNTAL CROSS SEC -1 ION 3 AN NOTES: OPTIONALLY, ANCHOR CAN BE PLACED IN NARR(,'N SECTION OF HEAD OR JAMB A,::,; LONG AS MINWLIM EMBEDMENT i'S ACHIEVED. 07 1TWa, W" Y, . S. LI SW. f—f.,, DC9970-1 3 oF_, 9 1 16 m 9 W16' 9 1 16" 9 1' 16" AA 9 9' /16" 8 9/16" DETAIL F MAIL E HINGE TG JAMB ANO DOOR SEE DETAIL E L 6= 1 6" 1 _ IXP _ 4' 5' M M ^ 1 -0 51,16 n 1 _ 7 i'- j 1'-0 5/'1 1'-0 5/'T6" SEE DETAIL F 5/17 6" 3M I)VOR D— VEXTERIOR O E ' DSL F STRIKE PLATE TO JAMB 8 PA 2 o . m LL AZLiYZ coH 0g1 DEW E RYrna NTS er. ,py 3e S. Sol JO NO.: DC9970-1 4 of 1 3/4" zz 24 Ya'a OTT p-1 aogB SWEEP 16 20 DOOR TOP &IL & SIDE OLE 027" MIN. GALVANIZED STEEL 1 :3/16" 2 311 f,," MDF BOARD WOOD JAMB @ 62" & :94' L. ul FINGERJOINTED PINE 48 N\ DLA. VARIES WITK HARDWARE USED Wzp LOCK BLO;1a cv) 1,67" x 3.0" 11,75" 19 DOOR BGKTMM RAIL 021 " MIN. GALVANIZED STEEL 4- 2 1/4" @AQA ALUMINUM THRESHOLD MODEL 6063-T5 O 0 0 0 0 1116- AL. 1/1 61, 11116" @ EAGER STEEL BUTT `ANNEI "x 4" x .085" THK STEEL ismm NTS IDWO. M Mj lem w. S. Saffeft OC9970-1 5 oF C-( - 011 May 29, 2013 City of Sanford Building Department Subject: 618 South Palmetto Sanford Garage Permit Number 13-510 Plan Revision Insulation To whom it may concern: 311-A S. Woodland Blvd., DeLand, FL 32720 Phone 386-734-0830 Fax 386-734-8226 epi@epieng.net COA#26298 The above referenced plans that were designed by me, Michael Wojtuniak, P.E., were designed as a non -conditioned space. At the owners request the space shall be conditioned. This letter is my approval to add R-13 batting in the walls and R-30 batting in the ceiling space. The walls and ceilings shall be covered with gypsum wall board. Should there be any questions with this revision letter please contact me at 386-734-0830 or by email at n-avoituniak(@epiene.net. Sincerely, Engineered Permits Inc. Michael Wojtuniak, P.E. Engineer of Record 0 a4 • Q R kJ 7 (,•, l. lam ,. • ' , 1 of 1