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Home My WebLink About1115-1119 W 8 St 07-676 New duplexPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER t*IAM ADDRESS PHONE NUMBER Jgwl— 342— 6" D ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE D v v SUBDIVISION PERMIT # O DATE PERMIT DESCRIPTION lllEK! vowns PERMIT VALUATION . SQUARE FOOTAGE • CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning Owner Contractor . . . . . . 8/03/07 25.19.30.5AI-1014-0010 1115 AND 1119 W 8TH ST SANFORD FL 32771 LOT 1 BLK 10 TR 14 SEMINOLE PARK PB 2 PG 75 MULTIPLE FAMILY WILLIAMS DARCY Application number 07-00000676 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . NONE Approved —J& 4,a 1 Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. PHIS I)RUMENT PREP RED BYi NAME ' .4' cr IMr-.Ncrti4I:NT ADDR. 8' G41 e .., , cL.t 3r%%s l'ax Folio No., -- State l rn it No. _— of Flo County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in t1uslNotice of Commencement. 1. Description of property: (legal description of the property and street address if available) LEG LOTS 1+2 BLK 10 TR14 S_EMINOLE-PARK PB 2 PG 75 Property Address : 1115 - 1_119 W. 8th Street /Sanf_ord, FL - 32771 _ 2. General description of improvement: _._______New DuPle: Construction (Residential) 3. Owner information a. Name and address _ Darcy IliamsCt 281 Fisher Drive / neltona•L - — T1FIf[i-COflY b. Interest in property _ Owner MARY - E c. Name and address of fee simple titleholder (if other than Owner) CLERK F _ T CC jT 4. Contractor A I a. Name and address _ Darcy Williams BY 281- Fish er Drive / Deltona FL - 32725 b. Phone number 407-342-6440 Fax number 5. Surety --•-•------ ---•- -- a. Name and address b. Phone number _ _ Fax number c. Amount of bond _ 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. a. Phone number _ Fax number 9. Expiration date of notice of commencement (the expiration date is I year from a to of recording unless a different date is specified) s -•D Signature of Owner Swom to (or affirmed) and subscribed before me this a day of 20 &, by Darcy Williams Personally Known R Produced Identification_ I IIII 11 III 11 III 1111111111 II 11111111111111111111 III 11 III 1 IIII Type o Identification Produced MARYANNE MORSE, CLERK OF CIRCUIT COURTV-XL SEMINOLE COUNTY S*&Ire of Notary Public, State oori- BK 06527 Pg 05791 1pg) ommission Expires: CLERK'S # 2006201023 RECORDED 12/21 /2006 100509 AM RECORDING FEES 10.00 SARA LEE REMPE RECORDED BY H Bailey a';,,• P,',' Willy Public - State of Fbttda Mp ContmMslOn Eltptrest Nov t, ZOOtI Carnrt 111" I W 4 7416 emaoe fpltlolld NOWY AWL c;• 1- io b SCOTT'S SURVEYING SERVICES, INC. 8 S. HWY. 17-92, SUITE 8-A DEBARY, FL 32713 PH: 386-668-7332 JULY 24, 2007 - - CITY OF SANFORD BUILDING DEPARTMENT ADDRESS OF JOB: 1115 & 1119 (A Duplex) W. 8T" STREET, SANFORD, FLORIDA 32771 LEGAL DESCRIPTION: LOTS 1 & 2, SEMINOLE PARK, PLAT BOOK 2, PAGE 75, SEMINOLE COUNTY, FLORIDA. THE FINISHED FLOOR ELEVATION OF 24.98 MSL NGVD 29 ON THE RESIDENCE (DUPLEX) ON LOTS 1 & 2 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD ILDING CODE HAPTER 18, SECTIONS 18-4-(a) SCOTT BECHIR P.S.M. #5807 STATE OF FLORIDA SCOTT'S SURVEYING SERVICES, INC. LB # 7442 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I EXDires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name DARCY WILLIAMS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I1115AND1119W. 8T" STREET City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 AND 2, BLOCK 10, TR 14, SEMINOLE PARK, P.B. 2, PG. 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. Long. Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 SEMINOLE . FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E 4-17-1995 4-17-1995 X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM Community Determined Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 139: S NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes SNo Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' S Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Vertical Datum Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 24.28 S feet meters (Puerto Rico only) NA. feet meters (Puerto Rico only) NA. feet meters (Puerto Rico only) NA. feet meters (Puerto Rico only) 24.28 S feet meters (Puerto Rico only) 24.27 S feet meters (Puerto Rico only) 24.26 S feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the inforrnation on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name SCOTT BECHIR License Number 5807 PLACE SEAL HERE FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1115 AND 1119 W. 8T" STREET City SANFORD State FL ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. NERY SERVICING THE Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. 1J SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 061000.10 BUILDING APPLICATION #: 06-10001081. DATE: December 20, 2006 BUILDING PERMIT NUMBER: 06-10001081 i UNIT ADDRESS: 8TH ST W 1115 & 1119 25-19-30-5AI-1014.0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: } ADDRESS: APPLICANT NAME: WILLIAMS DARCY ADDRESS: 281 FISHER DR DELTONA FL 32725 LAND USE: DUPLEX TYPE USE: J WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: DUPLEX SEMINOLE PARK FEE BENEFIT RATE UNIT TYPE DIST' SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 ROADS -COLLECTORS N/A 2.000 dwl unit 758.00 Condominium* .00FIRERESCUEN/A 2.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 SCCondominium* N A 54. 00 2.000 dwl unit 108.00 PAMultifamily NSA 639. 00 2.000 dwl unit 1,278.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: 00 SCI LIBRARY 54. 00 IgROAD1.000 dwl unit 54.00- SCI1ART1RTALSuaingSingleFam ly Housing 705.00 1.000 dwl unit 705.00- SCI SCHOOLSSingleFamily Housing 1,278.00 1.000 dwl unit 1,278.00- AMOUNT DUE 107.00 STATEMENT 1 + ` RECEIVED BY: % aranc o 61+1 1 %!,, SIGNATURE: PLEASE PRINT NAME) DATE: •O o NOTE TO RECEIVING SIGNATORY/NPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR -THE FEE. *** DISTRIBUTION: 1- BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT k*NOTE** ` PERSONS ARE ADVISED THAT THISfIS A STATEMENT OF FEES DUE UNDER THE 3EMINOLE COUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT,. PERSONS ARE ALSO ADVISED THATaANY RIGHTS OF THE APPLICANT, OR OWNER CO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES UST BE EXERCISED BY FILING A:WRITTEN REQUEST WITHIN 45 CALENDAR AYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN , ERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REIBQfUEST.FOR REVIEW LOPMENT CODE. OPIESEET THEOFRULESEGO RNINGSAPPEALS MATHE YBE PrICKED-UP, OR REQUESTED, ROM THE PLAN IMPLEMENTATION'OFFICE: 1101 EAST FIRST STREET, 3ANFORD FL, 32771; 407-665-7356. AYMENT SHOULD BE MADE TO: Y SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 AYMENT SHOULD BE BY CHECK OR'MONEY ORDER, AND SHOULD REFERENCE CHE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. F**THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : o l —6 7 w Job Address: 1115 - 1119 W. 8th Street Date: 06 Description of Work: New Duplex Construction (Residential) Total Square Footage 3,1 Historic District: Zoning: MR-2 Value of Work: S S130,000.00 Permit Type: Building X Electrical X Mechanical X Plumbing X Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS 150 Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2 Plum g Repir Jesident%%ial or Commercial Occupancy Type: Residential I X Commercial Industrial WV!S Construction Type: Block # of Stories: I # of Dwelling Units: 2 Flood "Lone: _X_ (FEMA form required ) Owners Name & Address: Darcy Williams 281 Fisher Drive / Deltona, FL - 32725 Phone: 407-342-6440 Contractor Name & Address: Darcy Williams (Home Owner) State License Number: Phone & Fax: Contact Person: Darcy Williams Phone: (Some As Above) Bonding Company: Address: Mortgage Lender: Address: kArchiteet/ Engineer: Phone: Address: Fax: 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. is verification that 1vill notify the owner of the property of the requirements of Florida Lien Law, FS 713. Williams of Notary -State of Florida Owner/ Agent is ersonally Known to Me or Produced ID Signed before me on this of 20,94 by - Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -Start of Florida Dater_ !7 Contractor/ Agent is _ Personally Known to Me or Produced ID zlalQa CiTY OF SANFORD BUILDING DIVISION ON%"NER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. in an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "o%%mers of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a pen -nit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or t-vo-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within l year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. i, Darcy Williams , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owncr/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. t Owneogl2er Signature D to Darcy Williams Print crBuilder Name SARACEE REMPE cF` r • 4rt Notary Pubk - Stab tt of Fb ply Cottrt bo Ezpka Nov 1, 2MeCmffftW • 00 447416 ignature of An 1A J_"M[LNotary—State of orida ate `NWy'' Owner is Kers:o:na:1;1; L to Me or has Produced iD Sigf`t"d Wore MO on thr: ,,Z j r 91- 20 by 1` Nowt' Public , CITY OF SANFORD BUILDING DIVISION O%N NER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or t-vo-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit tinder an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within l year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law-. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, Darcy Williams , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. a. Owner er Signature ate Darcy Williams Print Owncr/Builder Name C L ;& &W d3 ignature of Notary —State of Fl rich Date Owner is " Personally Known to Me or has Produced ID SARA LEE REMPE4t Notary Pubk • State of Florida AAJ Comrnatbn Eupues:No,, t, 2009PCann*ssbn X o0 f6 !_ BN tlonaI NAssn. State of County of Signed before me on this-2 of& 20/„ by day Notary Public `"FG CITY OF SANFORD BUILDING DIVISION OWNEWBUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of propem' making application for permit. supervising, and doing the work in connection with the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under 525,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection. proof of the sale or lease. or offering for sale or lease. of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection; an owner shall personally appear and sign the building permit application. State la\y requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that lacy. The exemption allows you, as the owner of \.our propem, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical Wiring in a commercial building the aggregate construction costs of which are under S25.000. The home or building must be for your o%\m use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. • Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by \•ou have licenses required by state law and by county or municipal licensing ordinances. 1, Darcy Williams , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I \\.ill assume full responsibility as an O\yner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. A,.14-40- e- 8' 3 v 6 Owncr/B cr Signuurc Da c Darcy Williams Print O\tner/Builder Name k4i JJ j 6171M ignaturc of Notan—State f Florida Dat c" Owner is Personally Known to I'VIc or has Produced ID 01+14q LEE Raw Notatry Public - State of Fbrida sion Expires Nov 1. 2009CWM*WM # 00 447418 By Msboriiig 1ery Asap. State of r? , County of Signs before me on this of day n20 _y Notary Public CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of propcm• making application for permit. supervising, and doing the work in connection with the construction, maintenance, repair. and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under 525,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection. proof of the sale or lease, or offering for sale or lease. of more than one such strttcturc by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection; an owner shall personally appear and sign the building permit application. State la\y requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that lacy. The exemption alloys you, as the owher of your propem, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease; which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. - Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by \•ou have licenses required by state lacy and by county or municipal licensing ordinances. 1, Darcy Williams . do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owncr/Builder Contractor, and will personally supervise all work alloyed by lacy on the permitted structure. O%eu cr Signature Dafe Darcy Williams Print Owncr/Buildcr Namc aturc of Nolan —Blatt of lorida ate E tiF-IOtb N 7711 _ _ M_wT Owner is Personally Kn i to ,Vic or has State of _ L, County of0__,GtXiProduced ID Signed before me on this day of , 20 by Notary Pu c g - 3.0 - J-'qz a' SEMINOLE COUNTY. FLORIDA T-T II OW" JANNIE b.H SANFORD, FLA. LOT I BLK 10 TB 14 SEMINOLE PARK 17 dA;l VOID 973*: I;[-'YYF.CK;'FQR -1974 - 4— Parcel Information 23 August 2006 Page 1 of 2 Parcel:25-19-30-5AI-1014-0010 Property:8TH ST W Owner:WILLIAMS DARCY Mailing:281 FISHER DR DELTONA, FL 32725 Legal: LOTS 1 & 2 BLK 10 TR 14 SEMINOLE PARK PB2PG75 TRY: 2006 TD: S1 DOR: 00 SANFORD VACANT RESIDENTIAL CERTIFIED TRUE COPY H6mestea'8 War Granted: SEMINOLE COUNTY PROPERTY APPRAISER DAT 3 & B Y: (( n 1POSITION:w l lSiLj,ti>>S 4, Amendment-10 Amendment-10 Prior Year Total Re Appraised Addtion Total and Value 11,916 13,241 13,241 Extra Features uilding Value Value otal Just ValueIssifiedI. 11,91 13,241 11.1 13,241 11.1 orrect Assd/Admin Value 1. Value AdjustmentOH otal Assessed Value 11,91 13,2411 11.1 13,241 11.1 SALES aleiu eed escription I Sale Date PR13 Book PR13 Pagel Sale Amt Y111 QC U D ARRANTY DEED 1 06/01/2004 1 05370 1 1425 13,00 V 18 D WARRANTY DEED 1 03/01/1990 1 02295 1 1435 1 slog V 100 LAND CODE Land Rate jAg Rate I Land Area I Frontage ID/Tj Depth Class Value Adj jOvd I Reason Just Value AF I $150.Oq O.Oq 0.00q 97.Oq 2 1 120 13,241 1 1 13,241 Total: 13,241 13,241 Parcel Information 23 August 2006 Page 1 of 2 Pa rcel:25-19-00-5AI-1014-0010 Property:8TH ST W Owner:WILLIAMS DARCY Mailing:281 FISHER DR DELTONA, FL 32725 Legal: LOTS 1 & 2 BLK 10 TR 14 SEMINOLE PARK PB2PG75 TRY: 2006 TD: S1 DOR: 00 SANFORD VACANT RESIDENTIAL IFIED TRUE COPY RECC P&%sMd Year Granted: SEMINOLE COUNTY PROPERTY APPRAISER DATE- CO BY: rrPOSITION-aMi n (1.1, 111riAdw Cvvl• L// Am A *-— Amendment-10 Prior Year Total Re Appraised Addtion Total and Value 11,916 13,241 13,241 ridra Features wilding Value ncome Value otal Just Value 11,916 13,241 11.1 13,241 11.1 orrect Assd/Admin Value lassified Value OH Adjustment Total Assessed Value 11,91 13,2411 11.1 13,2411 11.1 SALES iUi!) eed escription Sale Date ORB Book ORB Page Sale Amt 1 QC D ARRANTY DEED 06/01/2004 05370 1425 13,00 V 18 ARRANTY DEED 03/01/1990 02295 1435 100 V 100 LAND CODE Land Rate jAg Ratel Land Area I Frontage ID/Tj Depth Class Value Adj Ovdj Reason Just Value AF 1 50.Oq O.Oq 0.00q 97.Oq 2 1 120 13,241 13,241 Total: 13,241 13,241 SEMINOLE COUNTY, FLORID 7 JAHNIE bROWN SANFORD, FLA. IF? I V rzz-. 'IECK ifol. -1974 F4sl LOT I OLK 10 TR 14 SEMINOLE PARK Ic 30167(a F04 LI —.I. M—ly NI: i: PP-'6: 1.2L.If •4 Ic VALVE N A'n."T A YE AP J 0 e a w V;s - o' M L ;71 3*110A s1d4q iih TOTA 316 L 1 7 BOUNDARY AND TOPOGRAPHIC SURVEY " REAL PROPERTY DESCRIPTION" LOTS 1 AND 2, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 7TH STREET) FND WELLBOX C.M. NO I.D. U vpapi M n8 NO FIND PK NAIL NO 1.0. 2.5'W, 2.0'NET7545A(1& D SET NAIL WPP Tc'c ASSUMED-100.00 9 99 41'(P) g96, 31.1' 4J I W 9 9 z v v S 8 w In 0 N OL U{ R "' U 0 w Q a r M 0 I .-. OL N O o v Z n No c, Op`L"d I 1. 41 9TH STREET) IIPFND WELLBOX C.M. NO I.D. 66' R/W PER PLAT W. q 8TH+`tib STREET (P.1.) S90'00'00'E(P&C) 377.51'(C) 377.00'(P) `y FND NAIL NO I.D. 99.91E M h OHL N 99.67 00 N W S90'00'00"E(P&C) 1 97.75'( VACANT LOT- 01 VACANT LOT - LOT 1 I LOT 2 BLOCK 10 BLOCK 10 PIER 14 PIER 14 9 p' O° 5' CLF 9.2 NORTH+p9fib O r- x- x- x- x- x- x- x- X I. 47.75 I 50.00 F,;- 690dNII O Je N LOT 3 U M N90'00'Op"W(P&C) 97.75'(P&C) o r x 14' ALLEY PER PLAT 12.0 I 7.0' OVER LINE I LOT 7 I I ® SET 1/2' REBAR #5807 UNLESS OTHERWISE NOTED I A P.R.M. - PERMANENT REFERENCE MONUMENT B B C.Y. P.& R E V I A T CONCRETE MONUMENT BOON 1 EL A/C 0 N L E ELEVATION AN CONDITIONER G E N D CONQ - OONCIr[TE CLF. - CHAIN I= FENCE WAN. F.H. WATER METER FEE HYDRANT P.D.C. - PONT OF COMMMENCEMENT P.C. - POINT OF CURVATURE Pa. PUT PACE TIP. TYPICAL W.F. - W000 FENCE N R D - MAL AND DISC P.R.C. - PENT OF REVERSE CURVATURE Nit NON -RADIAL U.E. UTILITY EASEMENT C 0 G - CURB ! GUTTER B.Y. BEMON MARK P.C.C. - PENT OF COMPOUND CURVATURE RAO. RADIAL D.E. DRAINAGE EASEMENT CATV - CABLE TELEVISION RISER PWT. PAVONEHT P.T. - POINT CI TANGENCY R. RADIUS FY. FDOSTHED FLOOR TE1E - TELEPHONE RISER F.B. FIELD 9001( Pi. - PONT OF WTERSECTON L ARC LENGTH B.S. BUI DONC SETMAC( TRANS - TRANSFORMER PAD M.N. MANHOLE P.C.I. - PERMANENT CONTROL POINT A DELTA C.&S - OONOifTE BLOCK STRUCTURE L.P.IGHTP. - GHT PCE A) ACTUAL P.O.L.-PENT ON LINE R.P. RADIUS PENT P)) PLAT PP. - POT[ll POLE REC RECOVERED C.B. - 04ORD BLARING RAW RIGHT- Y3 MEASURED N.D. - NATURAL GROUND T.& - TANGENT BEARING ENTER LINE iC CALCULATED SO. R. - SQUARE FEET SURVEYORS NOTES: 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE MATH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERUNE OF W. 8TH STREET AS BEING S. 90'00'00' C. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE 'X', NOT A SPECIAL FLOOD AREA PER FIRM PANEL / 12117CO045 E, DATED APRIL 17. 1995, SEMINOLE COUNTY, FLORIDA. S. SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS -OF -WAY OR ANY OTHER MATTER OF RECORD WHICH MIGHT AFFECT THE TITLE OR USE OF SAID LANDS. 7. ELEVATIONS ARE ON AN ASSUMED DATA OF 100.00. CLIENT SWEET NUB NUMBER: 03-J21 CADD DWG. FILE: 05-J21 NEST 87H ST.DWG 5' CLF 7.39' NORTH WOOD SHED CONCRETE FLOOR CER REIED TO DARCY WILLIAMS SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 ,M RIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, F IDA STATUTES. COTT BECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 1 FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: D WILLIAMS Builder: LONDON, Address: 8TH Permitting Office: SAOForzL City, State: SANFORD, FL 32771- Permit Number. 01-to (o Owner: DARCEY WILLIAMS Jurisdiction Num Climate Zone: Central OPME I . New construction or epsting New _ 2. Single family or multi -family Multi -family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 8 _ 5. Is this a worst case? No _ 6. Conditioned floor area (fly 3016 ft 7. Glass type I and area: (Label read. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 220.0 ft2 _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 220.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 239.4(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, E)Rerior R=4.0, 1591.2 ft' _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=19.0, 3016.0 ft b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R-6.0, 40.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 60.0 kBtu/hr _ SEER: 13.00 b. N/A _ c. N/A _ 13. Heating systems a. Electric Heat Pump Cap: 60.0 kBtu/hr _ HSPF: 6.80 b. N/A 91 ANS REVIEW EI - c. N/A CITY OF SANfrORD 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons EF: 0.94 _ b. N/A c. Conservation credits _ HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits MZ-C, MZ-H _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 42703 PASSTotalbasepoints: 49443 I hereby certify that the plans and specifications covered by this calculation are in compli nce with the Florida Energy Code. ,, // PREPARED BYS.. // 0 34,ZW DATE: I hereby certiffthatihis building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and sr9rspecificationscoveredbythis indicates 0 a t calculation compliance G%6,,,'' with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 E, coDFloridaStatutes. WE BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: I BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Are 18 3016.0 WALL TYPES Adjacent Exterior a Type/SC 25.78 13995.4 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: Area X BSPM = Points Type 0.0 0.00 0.0 Concrete, Int Insul, Exterior 1591.2 1.90 3023.3 Base Total: 1691.2 3023.3 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 0.0 0.00 0.0 Exterior Wood Exterior 40.0 4.80 192.0 Base Total: 40.0 192.0 As -Built Total: CEILING TYPES Area X BSPM = Points Type Under Attic 3016.0 2.13 6424.1 1 Under Attic Overhang Ornt Len Hgt Area X SPM X SOF = Points N 6.5 5.0 32.0 30.19 0.69 663.0 N 1.5 11.0 32.0 30.19 0.99 953.1 N 1.5 13.0 32.0 30.19 0.99 959.2 S 1.5 5.0 32.0 48.22 0.83 1273.1 S 1.5 11.0 32.0 48.22 0.97 1502.E S 1.5 13.0 32.0 48.22 0.99 1525.6 E 1.5 5.0 16.0 63.97 0.88 900.8 E 1.5 5.0 12.0 63.97 0.88 675.6 E 1.5 8.0 34.0 63.97 0.96 2085.6 W 1.5 5.0 16.0 57.68 0.88 811.1 W 1.5 5.0 12.0 57.68 0.88 608.4 W 1.5 8.0 34.0 57.68 0.96 1879.4 316.0 13837.7 R-Value Area X SPM = Points 4.0 1591.2 1.20 1909.4 1691.2 1909A Area X SPM = Points 40.0 7.20 288.0 40.0 288.0 R-Value Area X SPM X SCM = Points 19.0 3016.0 2.82 X 1.00 8505.1 Base Total: 3016.0 6424.1 As -Built Total: 3016.0 8605.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 239.4(p) -31.8-7612.9 Slab -On -Grade Edge Insulation 0.0 239.4(p -31.90-7636.9 Raised 0.0 0.00 0.0 Base Total: As -Built Z216 9 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeOfFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 3016.0 14.31 43159.0 3016.0 14.31 43159.0 Summer Base Points: 59180.8 Summer As -Built Points: 60062.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) (DM x DSM x AHU) sp 1: Central Unit 60000 btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),hrt(AH),R6.00NS) 60062 1.00 (1.09 x 1.150 x 0.90) 0.262 0.950 16838.6 59180.8 0.4266 25246.6 60062.4 1.00 1.125 0.262 0.950 16838.6 EnergyGaugeTM DCA Form 60OA-2004 EnergyGaugeG/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 i EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang18 Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 3016.0 5.B6 3181.3 Single, Clear N 6.5 5.0 32.0 15.07 0.99 476.2 Single, Clear N 1.5 11.0 32.0 15.07 1.00 481.3 Single, Clear N 1.5 13.0 32.0 15.07 1.00 481.4 Single, Clear S 1.5 5.0 32.0 9.90 1.09 344.5 Single, Clear S 1.5 11.0 32.0 9.90 1.00 316.4 Single, Clear S 1.5 13.0 32.0 9.90 0.99 315.0 Single, Clear E 1.5 5.0 16.0 12.37 1.03 202.9 Single, Clear E 1.5 5.0 12.0 12.37 1.03 152.2 Single, Clear E 1.5 8.0 34.0 12.37 1.01 425.1 Single, Clear W 1.5 5.0 16.0 13.25 1.02 215.6 Single, Clear W 1.5 5.0 12.0 13.25 1.02 161.7 Single, Clear W 1.5 8.0 34.0 13.25 1.00 452.2 As -Built Total: 316.0 4024.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.0 1591.2 3.35 5330.5 Exterior 1591.2 2.00 3182.4 Base Total: 1591.2 3182.4 As -Built Total: 1691.2 5330.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 7•60 304.0 Exterior 40.0 5.10 204.0 Base Total: 40.0 204.0 As -Built Total: 40.0 304.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 3016.0 0.64 1930.2 Under Attic 19.0 3016.0 0.87 X 1.00 2623.9 Base Total: 3016.0 1930.2 As -Built Total: 3016.0 2923.9 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 239.4(p) 1.9 454.9 Slab -On -Grade Edge Insulation 0.0 239.4(p 2.50 598.5 Raised 0.0 0.00 0.0 Base Total: 464.9 As-8uilt Total: 239A 698.6 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 3016.0 0.28 -8".5 3016.0 0.28 8".5 Winter Base Points: 7198.6 Winter As -Built Points: 12037.0 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) (DM x DSM x AHU) sys 1: Electric Heat Pump 60000 btuh ,EFF(6.8) Ducts: Unc(S),Unc(R),Int(AH),R6.0 12037.0 1.000 (1.078 x 1.160 x 0.92) 0.502 0.950 6602.9 7198.6 0.6274 4516.4 12037.0 1.00 1.150 0.502 0.950 6602.9 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 8 2460.00 19680.0 40.0 0.94 8 1.00 2407.66 1.00 19261.3 As43uilt Total: 19261.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 25247 4516 19680 49443 1 16839 6603 19261 42703 PASSEnergyGaugeTM DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSS v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 8TH, SANFORD, FL, 32771- PERMIT #: I cn_124 MICH TPATtnN REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Max1mum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/7' clearance & Y from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts In unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more efficient the home. DARCEY WILLIAMS, 8TH, SANFORD, FL, 32771- 1. New construction or existing New - 2. Single family or multi -family Multi -family _ 3. Number of units, if multi -family I - 4. Number of Bedrooms 8 - 5. Is this a worst case? No - 6. Conditioned floor area (112) 3016 fF - 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a. (Sngle Default) 220.0 ft b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 220.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 239.4(p) ft - b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.0, 1591.2 ft' - b. N/A c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic R-19.0, 3016.0 ft' - b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 40.0 ft - b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 60.0 kBtu/hr - SEER:13.00 - Cap: 60.0 kBwfhr HSPF: 6.80 Cap: 40.0 gallons EF: 0.94 MZ-C, MZ-H - NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStdrm designation), your home may qualify for energy efficiency mortgage (EEA4) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2&4. EnergyGauge® (Version: FLRCgB v4.0) ResmanuJ(c) Version 3 " RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) Project D WILLIAMS IPrepaired by: Address 8TH IBARNES A/C & HEATING City SANFORD 1915 W. 2ND ST. State/Zip FL 32771- ISANFORD , FL. Owner DARCEY WILLIAMS ITEL:1-407-323-3517 Builder LONDON IFAX:1-407-321-5579 HVAC Contr lemail: Cond Floor Area 3016 Total Glass Area = 0 Conditioned Floor Area to Total Glass Area Ratio = 0% USA Climatic Conditions Design Conditions * Geographical Location I Sanford, Florida North Latitude / Elevation 1280 14Ft. Above Sea Level Outdoor Winter Dry Bulb 1 380 Indoor Winter Dry Bulb 170° Winter Temperature Diff. wTd) 1320 Outdoor Summer Dry Bulb 1930 Outdoor Summer Wet Bulb 1760 Outdoor Summer Hum. Ratio Gr/Lb 137 Indoor Summer Relaltive Hum. 150% L' W D Indoor Summer Design Gr/Lb. 44 PaloR Indoor Summer Dry Bulb 1 75` CITY OF SANFORD Summer Temperature Diff.(sTd) 1180 Summer Daily Range 1170 Medium Deviation) HEATING SUMMARY * D WILLIAMS.enb COOLING SUMMARY * SUBTOTAL 56853.1 1 STRUCTURE SENSIBLE = 32964.1 1 OCCUPANTS + 4800.0 1 APPLIANCES + 1200.0 1 SUBTOTAL SENSIBLE = 38964.1 DUCT LOSS 2842.7 1 DUCT GAIN + 3896.4 TOTAL LOSS 59695.8 1 TOTAL SENSIBLE = 42860.5 MECHANICAL VENT.- 50 CFM = 1760.0 1 MECHANICAL VENT.- 50 CFM = 990.0 1 TEMP.SWING 3.00@ 950 x 1.0 MINIMUM EQUIPMENT LOSS = 61455.8 1 MINIMUM EQUIPMENT SENSIBLE = 43850.5 20% OVERSIZE LOSS = 12291.2 120% OVERSIZE SENSIBLE = 8770.1 EQUIPMENT LOSS 61455.8 1 EQUIPMENT SENSIBLE + 43850.5 MAXIMUM EQUIPMENT LOSS = 73747.0 1 MAXIMUM EQUIPMENT SENSIBLE = 52620.6 TOTAL TOTAL LATENT = 11203.9 1 EQUIPMENT SENSIBLE + 43850.5 1 EQT.SENSIBLE + LATENT = 55054.4 AIR FLOW FACTORS * HEATING FACTOR BTUH/CFM) = 29.1 1 COOLING FACTOR (BTUH/CFM) = 16.4 HEATING CFM 2112.5 1 COOLING CFM = 2313.1 EQUIPMENT SELECTION EQT. MANUF I SENSIBLE CLG BTUH) CU MOD # I LATENT CLG BTUH) AHU MOD # I TOTAL CLG BTUH) HEATING INPUT BTUH) I TONAGE HEATING OUTPUT BTUH) I S)EER HEATING CFM BTUH) I COOLING CFM AFUE/HSPF I TYPE BOUNDARY AND TOPOGRAPHIC SURVEY " REAL PROPERTY DESCRIPTION" LOTS 1 AND 2, BLOCK 10, TIER 14, SEMINOLE PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 75 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. P.I.) e' 7TH STREET) FND WELLBOX C.M. NO I.D. U 04 Cvp pvpH1oO FND PK NAIL 2.5' 0 2.0'N P.I.) S T N&D Rn7 SET NAIL ASSUMED 100.00 WPP fpc.0 5'9 B 41'(P) 9 8, 31.1' Cil I 94b . z CL g O CL j Mil C4 CL U U wNO Go Q a M 04 O O I .. $2 v o Z 9 41 c.1 cA 9TH STREET) OF D WELLBOX C.M. NO I.D. 66' R/W PER PLAT 8TH+. STREET d"' ry P.I., cpW. S90'00'00'E(P&C) 377.51'(C) 377.00'(P) 10 FND I.D. wl 99 67011EN NC+ Wa S90'00'00'E(P&C) 97.75'(P&C) VACANT LOT- 01 1 VAI LOT- LOT 1 BLOCK 10 PIER 14 0 40 . LOT 2 BLOCK 10 PIER 14 esp 5' CLF I ORTHNOhO X — X —X —X —x —•r—v w 1d O O N LOT 3 U M CV O O V) 5' CLF 7. 39' NORTH N90' 00'Op"W(P&C) 97.75'(P&C) 2 x 14' ALLEY PER PLAT 12. 0 I 7. 0' OVER LINE I LOT 7 I O SET 1/2' REBAR #5807 UNLESS OTHERWISE NOTED I A P. R.Y. - PERMANENT RIYERE CE MONUMENT B B R E V I A T I 'O N L E G E N D OONC. - CONCRETE WAL WATER METER C.M. CONCRETE MONUMENT EL ELEVATION P. D.C. - PENT OF COMMENCEMENT PAL PLAT BOON A/C AIR CONDITIONER C.V. - CHAIN LION FENCE F.M. FIRE HYDRANT P. C. - PONT OF CURVATURE Pq. PAGE TW. TYPICAL WJ. - WOOD PENCE N ! 0 - NAL AND DISC P. R.G - P001T OF REVERSE CURVA1lfE MA NCI -RADIAL U.E UTEUTY GSplE1T C ! 0 - C11t8 ! GUTTER B.NL BENCH MARK P. QC - PONT OF COMPOUND CURVATURE RAD. RADIAL OE. DRAINAGE EASEMENT CATV - CARE TELEVISION RISER PWT. PAWNER P. T. - PONT GE TANGENCY R. RADIUS F.F. FINISHED FLOOR TEE - TFLIPNO E NOSER F.B. FIELD BOON Pi. - POINT OF INTERSECTION L ARC LENM B.S. BUILDING SETBACK TRANS - TRANSFORMER PAD MA MANHOLE P. C.P. - PERMANENT CONTROL POINT A DELTA CD.S. - CONCRETE BLOOM STRUCTURE L.P. - LIGHT POE A) ACTUAL P. D.L - PENT ON LONE R.F. RADMS PONT PP PUNT P.P. - PO WEAPOLE REC RECOVERED C. B. - CHORD BEARING R/W NWHT-GF-WAY Y MEASURED N.D. - NATURAL GROUND T. B. - TANGENT BEARING F CENTER LINE C CA, C I ATM SD. FT. - SQUARE Fr LETSURVEYOR' S. N07ES: 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPOER. 2. THE 'REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. J. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERLINE OF W. 8TH STREET AS BEING S. 90'00'00' 1-. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE 'X', NOT A SPECIAL FLOOD AREA PER FIRM PANEL / 12117CO045:E, DATED APRIL 17. 1995. SEMINOLE COUNTY, FLORIDA. 6. SURVEYOR HAS NOT ABSTRACTED LANDS SHOWN HEREON FOR EASEMENTS, RIGHTS - OF -WAY OR ANY OTHER MATTER OF RECORD TIMICH MIGHT AFFECT THE TITLE OR USE OF SAID LANDS. 7. ELEVATIONS ARE ON AN ASSUMED DATA OF 100.00. CLIENT.• SWEET JOB NUMBER. • 05-J21 CADD DIM FILE.• 05-J21 WEST BTH ST.DWG WOOD SHED CONCRETE FLOOR CERTIFIED TO: DARCY WILLIAMS i SURVEYOR' S CERTIFICATE: 111 THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611517-6, FLORIDA ADMINI TRA CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES. 1 COTT ECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 0. Concrete or Masonry Opening 1 S S •p ja Perimeter Caulk. By Others Also between eangi and buck H -ad s u eai Flange Type Vindow Head a a pass as Required J Prkno :w Calk y Othere , A Pre —Cast S0 By Others _ I MU Topcon Caulk Between Buck and Masonry Opening. By Others Wood Buck by Others 5 ti n c Flange Tps WEndow Frams Sm a Slad By Others a p. p a A 1. Shim as required at each Installation anchor as shown, with tood bearing shim. 2. Anchor must be of sufficient length to provide 1 1/4' min. embedment CDIntomasonryorconcrete. 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size Is not given, use anchor quantity for next larger window in chart. 6. Glass thickness will vary with window size and design load, and must comly TID..nn.•,,ID: with ASTM E1300. 1 7 1 ilIDllll 7. Letter designations an the topcon location chart Indicate where anchors ore to be Installed using the elevation as a key. 8. All factory applied holes not designated for topcon• should be filled with 88 screws of sufficient Ith. to provide 5/8" min. embedment into wood buck. TAPCON1* LOCATION CHART CODE WINDOW tD FASTENER LOCATIONS Concrete or Masonry aprdng outdo. Difllendn rPa1* MINT. SIZE 12 t3 SIZE OP35 TO W52 OP52.1 TO DP70.8 18 1/8 x 25 18 1/8 37 3/8 A. C A. C A. C A, CPrlmstrCaulkIx 14 181/8x495/8 A,C A.0 Calk Between 15 18 1/8 x 62 A. C A, B. C Flange and Buds 16 18 1/B x 71 1/4 A. C B, C 1/2 32 25 1/2 x 25 A, C A. C 1/2 33 25 1/2 x 37 3/8 A. C A. C 1/2 34 25 1/2 x 49 5/8 A. C A. 8, C I2 35 25 1a1/2 38 25 1/2/x 716 /4 A. B. C A. B. C d d Jamb a C 0. a 23 363x 3723/8 A. A C d 24 38 x 49 5/8 A. B. C A. B. C 245 36 x 55 1/4 A. B, C A. B. C 0. d . A.: 25 36x 62 A.B.0 A.B.0 28 35x711/4 A.B.0 AkB.C.0 A"AISHIM e 32 33 52 1/8 x 25 52 1/8 x 37 3/8 A C A;' A, C A. B. C 4BUCKd ' 34 52 i/8 x 49 5/8 A. B, C A. B. C d 345 52 1/8 x 55 1/4 A. B. C A. 8• C. D 35 52 1/8 x 62 A. B. C A. 8. C, Tapoon 35 52 1/8 x 71 1/4 A B, C, D A. 8. C, 0. Instds Dimension — 0 . 0 A E B Caulk Between Flange and Pre —Cast SO C __[Ei C EXTERIOR ELEVATION E B Road Buck By Others Caulk Between Buds and Opening *-TAPCON• TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON. RAWI., & SIMPSON Design Pressure values Rated above are In PSF Ilan INSTALLATION INSTRUCTIONS FASTENER SCHEDULE OWN so S.W. WWI 1/15/02 M s 740/744 SINGLE HUNG IIINS"T47"'40 seao NONE een 1 r 1 n a AAMAJWWWDA 101/I.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 psf Operating Force 231bs max. Air Infiltration 0.10 cfm/ft Water Resistance 6.75 psf Structural Test Pressure 67.5 psf 70.8 psf Deglazing Passed Forced ntry Resistance Grade 10 Reference should be made to Report No. 01-40351.04,f6r complete test specimen description and' data. For ARCHITECTURAL TESTING, INC. Mark A. Hess, Technician MAH: baw Architectural Testing AAMA/NWWDA 101/I.S.2-97 TEST REPORT Rendered to: . MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.04 Test Date: 10/22/01 And: 10/23/01 Report Date: 02/14/02 Expiration Date: 10/23/05 Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in . Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for an H-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in - accordance with A 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Deny Court York, PA 17402.9405 phone: 7.17.764.7700 fax: 717.764.4129 www. testati.com 01-40351.04 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description uanti ' Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187." 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8"'diameter hollow 1 Row Bottom. rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0:150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with. two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting raiVjamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted corners fastened with one screw each.' Screen Construction: The screen frame was constructed from roll formed aluminum members with plastic keyed corners. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: Description Ouanti Location Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen stile Tilt pin 2 One each end of bottom rail: •:'. 0140351.04 Page 3 of 4 Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. , Installation:. The test buck was fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit was secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs and midspan. Exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max; 2.1.2 Air Infiltration per ASTM E 283 (See Note 41) Qa 1.57 psf (25 mph) 0.10 cfirde 0.30 cfrn/ft max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in AAMA/NWWDA 101/I.S. 2-97 for air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 with and without screen) WTP = 2.86 psf See Note #2 No leakage Note #2: The client opted to start at a pressure higher than the minimum required Those results are listed under "Optional Performance". 2.1.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) 22.5 psf (positive)- 0.20" max. a 22.5 psf (negative) See Note #2 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06 712% 0.50"/100% Bottom rail 0.06"/12% 0.50"/.100% In remaining direction at 50 lbs Left stile 0.03"/6% 0.5011/100% Right stile 0.03"/6% 0.5011/100%0 01' 40351.04 Page 4 of 4 11 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Grade: 10 Lock Manipulation Test No entry ' No entry Test Al thru A5 No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E -547-96 with and without screen) WTP = 6.75 psf No leakage. No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 Measurements were taken on the meeting rail) ads held for 52 -seconds) 45.0 psf (positive) 0.95* 0.79* 0.29" max: 0.29" max. 45.0 psf (negative) Exceeds L1175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held for 10 seconds) a 67.5 psf (positive) 0.14" 0.16" 0.20" max. 0.20" max. @ 67.5 psf (negative) 4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of theabovereferencedspecification. This report does not constitute certification of this product which may only be granted by the certification program administrator. For ARCHITECTURAL TESTING, INC: 7 , 4. /"' ' Mark A: Hess Technician MAH:baw 01-40351.04 Allen T. Reeves, P.E. Director — Engineering Services = . WWI DOCUMENT CONTROL ADDENDUM #01-40351.00 Current Issue Date: 02/14/02 Report No.: ' 01-40351.01 Requested by: William Emley, MI Home Products, Inc. Purpose: A 101/I.S.2-97 testing of Series/Model 744 aluminum single hung window with flange. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report Certification copy to John Smith at Associated.Laboratories, Inc. Report No.: 01-40351.02 Requested by: William Emley, MI Home Products, Inc. Purpose: Change of glass type. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories. Report No.: 01A0351-.03 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/N'A%rDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum single hung window with nail fin. Issued Date: 02/14/02 Comments: Florida P.E: seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. Report No.: 01-40351.04 Requested by: William Emley, MI Home Products, Inc. Purpose: Revised Report No. 01-40351.01 Issued Date: 02/14/02 Comments: Changed Series/Model from 744 to 740/744 and unit size from 52 x 71 to 53 x 73. Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. M AAMA/NWWDA 101/1.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with Nail Fin Title of Test Results Rating H R45 52 x 72 Overall Design Pressure 45 psf Operating Force 24 lb max. Air Infiltration 0.10 cfrn/ Water Resistance 6.75 psf Structural Test Pressure 5 psf. 6767sf Deglazing Passed Forced Entry Resistance Grade 10 Reference should be made to Report No. 01-40351.03 for complete test specimen description and data. For ARCHITECTURAL TESTING, INC. -. - - Mark A. Hess, Technician _ MAH:baw Architectural Testing A -101/1.S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.03 Test Dates: 1022/01 And: 1023/01 Report Date: 02/15/02 Project Summary: Architectural Testing, Inc. (ATi) was contracted by MI Home Products, Inc. to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home Products, Inc.'s test facility in - Elizabethville, Pennsylvania. The sample tested successfully met the performance requirements for a H-R45 52 x 72 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA 101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Nail Fin Overall Size: 4' 4-1/8" wide by 5' 11-5/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-5/8" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick clear tempered glass. Each sash was channel glazed using a4lexible vinyl gasket. 130 Derry Court York, PA 17402.9405 - - phone:717.764.7700 . fax:717.764.4129 www.testati.com 01-40351.03 Page 2 of 4 Test Specimen Description: (Continued) Weatherstripping: Description Ouanfi 'Location 0.330" high by 0.187" 1 Row Fixed meeting rail interlock backed polypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail backed polypile with center fin 3/8" diameter hollow 1 Row Bottom rail bulb gasket 0.310" high by 0.187" 1 Row Active sash stiles backed polypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was secured utilizing one screw in each end directly through exterior face into jamb. Silicone was utilized around exterior meeting railljamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with coped and butted comers fastened with one screw each. Screen Construction: The screen frame was constructed from roll -formed aluminum members with plastic keyed corners. The screening consisted of a fiberglass mesh and was secured with a flexible vinyl spline. Hardware: DescriptionQua ti Location Plastic tilt latch 2 One each end of the interior Meeting rail Metal sweep lock 2 13" from meeting rail ends Balance assembly 2 One per jamb Screen tension spring 2 One per end of screen sti:a Tilt pin 2 One each end of bottCun rail • W 01-40351.03 Page 3 of 4' Test Specimen Description: (Continued) Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test specimen was installed into the 42 2 x 8 Spruce -Pine -Fir wood buck with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was used as a sealant under the nail fin and around the exterior perimeter. Test Results: The results are tabulated as follows: paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force' 24 lbs 30 lbs max. 2.1.2 Air Infiltration (ASTM E 283) @ 1.57 psf (25 mph) 0.10 cfim/ft; 0.30 cfm/ft max. Note #1: The tested specimen meets the performance levels specified in AAALd1NWWDA 1011I.S. 2-97 for air infiltration. n 2.1.3 Water Resistance (ASTM E 547-96) with and without screen) WTP = 6.75 psf No leakage No leakage 2.1.4.1 Uniform Load Deflection per ASTM E 330 Measurements reported were taken on the meeting rail) Loads were held for 52 seconds) psf (positive) 0.86"* 0.29" max. 15.0 a 15.0 psf (negative) 0.81 "* 0.29" max. Note: * Exceeds I/175 for deflection, but meets all other test requirements. 2.1.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the meeting rail) Loads were held for 10 seconds) a 22.5 psf (positive) 0.01" 0.20" max. @ 22.5 psf (negative) <0.01" 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs Top rail 0.06"/12% 0.50"/100% Bottom rail 0.06"/12% 0.50"/l00%7, In remaining direction at 50 lbs n Left stile 0.03"/6%' O.WV-100% - Right stile 0.03"/6% 0.50",i100% _ 1- 1 01-40351.03 Page 4 of 4 Test Results: (Continued) ParaQraDh Title of Test - Test Method . esults Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry . Test Al thru A5 No entry No entry Test A7 No entry. No entry Lock Manipulation Test No entry No entry ODtional Performance 4.4.1 Uniform Load Deflection per ASTM E 330 Measurements reported were taken on the meting rail) Loads were held for 52 seconds) ca 45.0 psf (positive) 0.91 "* 0.29" max. a3 45.0 psf (negative) 0.97"* 0.29" max. Exceeds U175 for deflection, but meets all other test requirements. 4.4.2 Uniform Load Structural per ASTM E 330 Measurements reported were taken on the meeting rail) Loads held for 10 seconds) psf (positive) 0.14" 0.20" max. 67.5 a 67.5 psf (negative) 0.19" 0.20" max.. 4.4.2 @ 70.8 psf (negative) 0.20" 0.20" max. Detailed drawirigs, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. • This report does not constitute certification of this product, which may only be granted by the certification program -administrator. For ARCHITECTURAL TESTING, INC: Mark A. Hess Technician MAH:baw 0140351.03 4- Allen N. Reeves, P.E. - Director - Engineering Servihes Ak DOCUMENT CONTROL ADDENDUM #01-40351.00 Current Issue Date: 02/18/02 Report No.: 0140351.01 Requested by: William Emley,. MI Home Products, Inc. Purpose: A 101/I.S.2-97 testing of Series/Model 744 aluminum single hung window with flange. Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. Report No.: 01-40351.02 Requested by: William Emley, MI Home Products, Inc. Purpose: Change of glass type. — Issued Date: 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories. Report No.: 0140351.03 Requested by: William Emley, MI Home Products, Inc. Purpose: AAly A/NWWDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum single hung window with nail fin. Issued Date: 02/15/02 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. CERTMEDEs ABORAToitIEs `0= Architectural Division • 7252 Narcoossee Rd. • Orlando, FL 32822 407)- 38a-774d • Fax (407} 384-7751 .'• 1 Web Site: www-ctlarch-com . E- mail: ctlarch®bellsouth.-net Report o.: CTLA 554w DC Not No. 00008 CTL Certification # 99-0105.02 Test Requested By - STANLEY DOOR SYSTEMS 7300 Reames Road Charlotte, NC 29216 Phone 704.9213470 Facsi nile7049213462 Tests Conducted: PA 202 (with no deviations) Design Pressures - Specimen 1 (PA 202) Out -swing Specimens 2,3 & 4 (PA 202) Out -swing 1) DESCREMON OF SERIES: 50. 0 ps£ - 44.0 psf. 50. 0 ps£ - 50.0 ps£' Model Designation — Sta-Tru Out -swing Glazed Wood Edge Steel Door %itb Sidelites Ove. e — Specimens 1, 2, 3 & 4 (O/S Bump Threshold) 141.625" wide x 97.625" high x 4.5625" deep Configuration - ' Specimens 1, 2,3 & 4 OXXO No. & Size of Doors - Specimens 1, 2, 3 & 4 (glazed door panels w/glazed sidelitcs) 1) active 35.75" wide x 96.0" high 1) active w/astragal 36 25" wide x 96.0" high 2) sidelite 31.75" wide x 96.0" high 2.) MATERIAL CHARACTERISTICS: Frame and Door Material - Finger jointed pine jambs and steel panels. p Ramesh Patel, P.E, Florida Reg• 20224 . Per 2 o[i STANLEY DOOR SYSTEMS UP= Na CTLA 354w Flame Construction: Wood Jamb _The head jambs and side jambs are forger jointed ponderosa pine (stated by mfg.) measuring 4.5625" x 1.25".(drawing no. 39638 sheet 7 Of 7). The head jkA and side jambs are mortised, butted and joined using (3).7/8" x 2" wire staples. The threshold tested cp all specimens is an Aluminum Out -swing Bump measuring 4.625" x 125" (Stanley part and drawing no. 00258). Panel Construction: Steel Door Panel - The panel is constructed from 0.021" thick galvanized steel skins. The interior cavity of each door is filled with polyurethane foam manufactured by BASF. The steel face sheets are ctmmped.to fit hinge and lock stiles, terminating with a 908 bend. The latch stile is 4.0" x 1.71" LVL material (drawing no. EM911-A). The hinge stile is 1219" x 1.664" ponderosa pine (drawing no. 18493). The top rail is pine measuring 1.68" x 122" and the bottom rail is pine measuing 1.69" x 1.0". The bottom rail is reinforced with a steel stiffener (drawing no. 39638 sheet 7 Of 7). Sidelite Panel Construction: The panel is 1-3/8" thick and is constructed from (0,021") thick galvanized steel skins. The interior cavity of each sidelite panel is filled with pbiyuretbane foam manufactured by BASF. The steel face sheets are crimped to fit the vertical stiles and horizontal rails. The vertical stiles and top rail measures 1.71" x 1?22". The bottom rail measures 1.68" x 1.0". The'rarls and stiles are pare. Gta-6ne Glazing Material - Specimen 1- Door lite sash l" nominal tempered ins. Glass by ODL (drawing =911) 1.0" Actual - (0.125" temp - 0.75" air - 0.125" temp) Sidelite sash 1" nominal tempered iTar Glass by ODL (drawing EY?2911) 1.0" Actual - (0.125" temp - 0.75" air = 0.125" temp) Specimen 2 - Door lite sash 1/2" nominal tempered ins. Glass by ODL (drawing EXP2911). 0.49" Actual- (0.125" temp - 024" air -0.125" temp) Sidelite sash %_" nominal tempered ins. Glass by ODL (drawing EXP2911) 0.49" Actual - (0.125" temp - 024" air - 0.125" temp) Specimen 3 - Door lite sash' 1/2` nominal tempered ins. Glass by Trinity (part no. 460) 0.5" Actual - (0.125" temp - 025" as - 0.125" temp) Sidelite sash 1/2' nominal tempered ins. Glass by Trinity (part no. 460) 0.5" Actual - (0.125" temp - 0.25" air - 0.125" temp) Specmen 4 - Door Ike sash 1/2"" nominal tempered ins. Glass by Western Reserve (part no. 461) 0.5" Actual = (0.125" temp - 025" air - 0.125" temp) Sidelite sash 1/2' nominal tempered ins. Glass by Western Reserve (part no.461) 0.5" Actual - (0.125" tempi.- 025" air- 0.125" temp) Glazing Method - The glass was ixarior and exterior wet glazed with GE silicone. The lite frame was then mounted into a routed opening in the respective panels and secured with (18) 48 x 1.25" tech screws. The lite frame material is polypropylene by each individual manufacturer (see drawing no 39638 sheet 2 of 7 for an or locations). Ramesh Patel, P. F , Florida Reg. Or 20=4 ago 3 of 3 SCANLEY DOOR SYSTEMS Report No. CTLAS54W Daylight Opening - All Specimens - Door lite Panel— 21.125" wide x 79.125" high Sidelite Panel — 1.125" wide.x 79.125" high Weather-stripping — Specimens 1 & 2 Schlegel Q-Lon, QDS 650 Compression (1) row header, (1) row siilL (1) row length of each leg jamb and (1) row length of astragal Specimens 3 & 4 Schlegel Q-Lon, QDS 650 Compression (1) length of each leg jamb, . Schlegel TPE magnetic (1) row header, (1) row sill, and (1) row length of as=agal (drawing no. 250465 and 250469). All Specimens Schlegel Q-Lon foam pad (1) @ each corner of jamb @ threshold. x'/4" foam tape applied at a 450 angle above corner pad on jamb to form watershed. Hardware - All Specimens (1) Kwikset 200 Latchbok @ 38.75" from bottom of panel. 1) Kwiksct 660 Deadbolt @ 47.75" from bottom of panel. 6) Three 4" butt type cringes @ 9.0", 35.0" and 87.0" from bottom of door panel (drawing no. 07728). Specimen 1 (1) Imperial Arum Astragal (drawing no. 2911E 1 and 2) Specimens 2, 3 & 4 (1) Windjamber U Anum Aluminum Astragal (drawing no. 39638 sheet 7 of 7) Wee_ pholes - None Munt-ins - None Reinforcement - None Sealant - Latex cau&Ingg as needed to seal unit into rough opening. Additional Description - All specimens were installed in a wood test buck. Specimen 1 - tested for Air 1nn-Itration, Waxer Infiltration, Static Air and Forced Entry Test (PA202). Specimen 2 - tested for Air Innitration, Water Infiltration, Static Air and Forced Entry Test (PA202)• Specimen 3 - tested for Air Infiltration, Water Infiltration, Static Air and Forced Entry Test (PA202): Specimen 4 - tested for Air Infiltration, Water la tration, Static Air and Forc- Entry Test (PA202). past 4 of a STAN LEY DOOR SYSTEMS ReponNo. CT1A554W 3) INSTALLATION: Screws and Method of Attachment - Specimens 1, 2, 3 & 4 28 _ # 8 x 2.5" F H PhMips wood screws, used to f&steu frame to the wood buck at head and side jambs. 8 - # 10 x 2.5" F H Phillips wooddelite SiU to the wood buck. ews, used to sed to beenthreshold to the wood buck. 8. # 10 x 2?5" F H Phillips woodscrews, see drawing no. 39638, sheet 5 of 7 for anchor locations) 4) SEQUENCE OF TESTS PERFORMED: Test Results: Deflection Ganges Set At %S Test Sequence: PA 202 1. Air Infiltration 2. '/z Test Pressure Positive I '/: Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive g Full Test, Pressure Negative 9. Forced Entry Deflection was measured with three (3) CDI 5" dial indicators. location 41-SN 971649614, location 42-SN 992539158 and location #3-SN 980369793. Note: Specimen 6 was tested without sidelites. AIR IN-ZTRAnON jp tratioa Tests were conducted inaccordance with DCBCCD PA 202-94Air Air at 1.57 psf Specimen 1 Out -swing Specimen 2 Out -swing Specimen 3 Out -swing Specimen 4 Out -swing Actual 0.00 CFM/SQ Fr 0.00 CFWSQ FT 0.00 CFM/SQ FT 0.00 CFWSQ FT . Allowable 0.34 CFM/SQ FT 0.34 C M/SQ FT 0.34 CFM/SQ FT 0.34 CFM/SQ FT Page S of t STA 4LEY DOOR SYSTEMS Report No. CTLA 554 W WATER INFILTRATION TEST Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94 Specimen t Out -swing Water @ 9.0 psf for 15 min. No water penetration over sill. Specimen 2 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sUL Specimen. 3 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sM. Specimen 4 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sill. STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads + 48.0 psf, - 44.0 psf. Specimen 1 OXXO (out -swing) Mange of test Positive Ioads 12 Test Design Test Range of test Negative loads 12 Test Design Test Design Loads Range of test Positive loads 12 Test Design Test Range of test Negative loads 12 Test Design Test time actual load deflection perm. set seconds) psf 30 36.0 30 48.0 Mullion (3) 0310" 0.001" 30 72.0 Door T (1) 0.678" 0.109" Door B (2) 0.610" 0.120" Mullion (3) 0358" 0.019" time actual load deflection perm. set seconds) psf 30 33.0 30 44.0 Mullion (3) 0232" 0.011" 30 66.0 Door T (1) 2.741" 0310" Door B (2) 1.651" 0.192" Mullion (3) 0.377" 0.015" 50.0 psf, - 50.0 psf. Specimen 2 OXXO (out -swing) time seconds) 30 30 30 time seconds) 30 30 30 actual load psf 37.5 50.0 75.0 actual load psf 37.5 50.0 75.0 deflection Mullion (3) 0235" Door (1) 0S30" Door B (2) 0.429" Mullion (3) 0.400" deflection perm. set 0.006" 0.13.5" 0.095" 0.032" perm. set Mullion (3) 0.167" 0.015" Door T (1) 4358" 0.131" Door B (2) 1.498" 0.000" Mullion (3) 0.315" 0.033" rl Ramesh Patel, P. E., Flo Pap 6 of i STANM DOOR SYSTEMS Rcpon No. CTLA 554W STATIC Ant PRESSURE TESTS Cont. Design Loads 50.0 psf, - 50.0 psf. Specimen 3 OXXO (out -swing) Range of test time actual load deflection perm. set Positive loads seconds) psf 1/2 Test 30 37.5 Design 30 50.0 . Mullion (3) 0340" 0.011" rest 30 75.0 Door T (1) 0.516" 0.139" Door B (2) 0399" . 0.08T' Mullion (3) 0369" 0.032" Range of test time actual load deflection perm. set Negative loads seconds) psf 1/2 Test 30 37.5 Design. 30 50.0 Mullion (3) 0.150" 0.015" Test 30 75.0 Door T (1) 4217" 0.106" Door B (2) 1399" 0.000" Mullion (3) 0.288" 0.034" Design Loads 50.0 psf, - 50.0 psf. Specimen 4 OXXO (out -swing). Range :oftest time actual load deflection perm. set Positive loads seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion (3) 0320" 0 A 15" Test 30 75.0 Door T (1) 0392" 0.010" Door B (2) 0.455" 0.120" Mullion (3) 0.530" 0.054" Range of test time actual load deflection perm. set Negative loads seconds) psf 1/2 Test 30 37.5 Design 30 50.0 Mullion (3) 0.152" 0.019" Test 30 75.0 Door T (1) 3.475" 0.259" Door B (2) 1370" 0.000" Mullion (3) 0.400" 0.002" Note Allowable Deflections & Sets For Specimens No. 1, 2, 3 & 4: 3) Mullion --Max. allowable deflection at design load (U180) 97.625 / 180 = 0.-42" 1) Door T - Marc. allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0384" 2) Door B - Max allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0384" 3) Mullion - Max. allowable perm. set at test load (0.4% of span) .004 x 97.525 = 03905" rr Ramesh Patel, P. E., Florida eg. N 20224 Page 7 ofg STAM.EYDOOR SYSTEMS Repoeetit CrLA554w 5) DRAWDiGS TO BE SUBMITTED: Jk 1. Drawing no. 39638 sheets 1 through 7 2: Imperial Astragal spec shed 2911E 1 & 2 of 4 3. Trinity Glass drawing no. 460 4. Viestern Reserve drawing no. 461 5. ODL drawing no. EXP 2911 6. Stanley drawing no.19493 7. Stanley drawing no. 00258 8. Stanley drawing no. EXP 2911 A 9. Schlegel QDS-650 Spec sheets 10. Kwikset latch spec sheet 11. Kwslcset deadbolt spec sheet 12. Stanley Hinge drawing no. 07728 13. Stanley drawing no. 250465 14. Stanley drawing no. 250469 Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads. The film aas used is a manner that did not influence the test results. Remarks: The results obtained and reported apply only to the specimens tested. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report along with representative sections of the test Specimen will be retained by CTL for a period often (10) years. The results obtained apply only to the specimen tested. This test report does not constitute certification of this product, but only that the above test Results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. Certified Testing Laboratories assumes that all information provided by the'ciient is accurate and that the physical and chemical properties of the components are as stated by the manufacturer. . Observers: Rick Wright — Consultam, R.W. Building Consultants, Inc. Dade County Witness: Not present Ramsh Patel, P. E., Florida Reg. R 20224 Page g or$ STANLEY DOOR SYSTEMS Repon No. C1i.A 554W An Tests witnessed by:. Ramesh Patel P.E. Chris Bennet CTL Ted Scanlon CT L Ramesh Patel, P. E. Florida Reg iV 20"4 Dime 6, 2000 Certified Testing Laboratories, lDc. Christopher Bennett Laboratory Manager Architectural Division cc: Stanley Door Systems (2) Rick Wright (2) Ramesh Patel. (1) . File (1) Builders FirstSource 2901 Aileron Cir. Sanford, Florida 32773 rroject tntormanon: customer: uarcy vvmiams Builders FirstSource Job H: S219158 Lot: 8th St Sanford Subdivision: County: Seminole Building Code: FBC2004/TP12002 Computer Program Used: Mitek 6.3 I E Truss Design Information: Gravity Loads Wind 120 Roof. 47 psf Total Wind Standard: Floor: 55 psf Total Wind Speed: 120 mph Mean Roof HI: 25 ft Exposure: B Note: Refer to individual truss design drawings for special loading conditions, design criteria, truss geometry, lumber, and plate information. Design Professional Information: Design Professional Of Record : Robert White 2464 Princeton Rd. Deland, FL 32724 13191 Truss Design Engineer Randall Byrd 2325 Jason St. Merritt Isl. 32952 License H : 23451 P .•01-:NSk This truss specification package consists of this index sheet and 4 truss design drawings. This 23451 signed and sealed index sheet indicates acceptance of my professional engineering — responsibility solely for listed truss design drawings. "rhe suitability and use of each truss — o•; STATE OF component for any particular building is the responsibility of the building designer per ASCE 7- % 0,.'. 02, Section 2. '., ccs,S•';(ORIOP•• ` 0NA LI11111111t `` ` Truss Truss DrawingSeal Truss Truss Drawing Seal Truss Truss Drawing gg N Label q Date it I Label I q I Date I I q I Label I H 2 t02 1 002 12/7/2006 3 t03 1 003 12/7/2006 4 1 t04 1 004 1 12/7/2006 1 I)ec. 06 PLANS RE'' CITY OF Page 1 of 1 © Builders FirstSource, Inc 2002 Job. Truss Truss Type Oty Ply MASTER T01 GABLE 2 1 IWIliams/ Duplex/Fb 001 Job Reference optional 6 300 s Apr 19 2006 MITek Industries. Inc. Man Dec 11 09.09.49 2008 Page 1 1-4-0 24-8-0 1-4-0 24-8-0 I 17 L. II 14 00 17 7 11 10 r s e 7 a U U tl u U 24-8-0 24-8-0 Plate Offsets (X_Y)_j23:0-2-8,0.3-Oj LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) gde0 Ud PLATES GRIP TCLL 20 0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.02 1 n/r 120 BCLL 10.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 15 n/a n/a BCDL 100 Code FBC2004/TPI2002 Matrix) Weight: 154 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals 1-6 2 X 4 SYP No 3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2 X 4 SYP No.2 *Except* WEBS 1 Row at midpl 14-15 2.23 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 15=5924-8-0. 2=22724.8-0. 16=152/24-8-0. 17=14824-8-0, 18=14824.8-0, 19=14824-8-0, 20=14824-8.0, 21=15024-8-0. 22-14124.8-0. 23=16924.8-0, 24=6324-8-0. 25=33424-8-0 Max Horz2=482(load case 4) Max Uplift15=41(load case 4), 2=48(load case 4). 16=90(load case 4), 17=-95(load case 4). 18=-93(load case 4), 19=93(load case 4). 20=-93(load case 4), 21=-94(Idad case 4), 22=-90(load case 4). 23=-104(load case 4), 24=-48(load case 4), 25=-194(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/21, 2-3=-473/38, 3.4=-386/0. 4-5=-359/16, 5.6=-317/0, 6.7=-314/15. 7-8=-275/16, 8-9=-232/16. 9.10=-190/16. 10-11=147/16. 11-12=-105/16. 12-13=-62/16, 13.14=-19/13, 14-15=-43/48 BOT CHORD 2-25=-5/4, 24-25=-5/4, 23.24=-5/4. 22-23=-1/1, 21-22=-1/1. 20-21=-1/1, 19-20=-1/1, 18-19=-1/1, 17-18=-1/1, 16-17=-1/1, 15-16=-1/l WEBS 13-16=-111/119,12-17=-108/119.11-18=-108/118,10.19=-108/118,9-20=-108/118,8-21=-109/119.7-22=-105/114,5-23=-120/129, 4-24=-53/69. 3-25=-230232 NOTES 1) Wind: ASCE 7.02: 120mph (3-second gust); h=25R: TCDL=4.2psf: BCDL=3 Opsf, Category 11; Exp 8; enclosed: MWFRS gable end zone and C-C Exterior(2) zone, Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MITek "Standard Gable End Detail" This been designed rchordliveloadnonconcuent with any other live loads. `` r,111111111Jp nfor4) All pla es are 1x4MT20 unless otherwise indicated. 5) This truss inspection Tooth Count Method is for inspection. ' /4 CEN,• • requiresplateperthewhenthistrusschosenqualityassurance6) Gable requires continuous bottom chord bearing. Q •• & ••Q % 7) Gable studs spaced at 2.0-0 oc. J• 3451 't 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 15, 48 lb uplift at joint 2, 90 lb uplift at joint 19K* ¢ 95 lb uplift at joint 17. 931b uplift at joint 18. 93 lb uplift al joint 19, 93 lb uplift al joint 20, 94 lb uplift at joint 21. 90 Ib uplift at joint 22.104 lb uplift at joint 23SOM 3 lb uplift at joint 24 and 194 lb uplift at joint 25. Q LOADCASE(S) Standard •,.• ` j` N Mill I` DE 1 006 Job. r Truss Truss Type Oty PlyT'j-"01"Reference iams / Duplex / Fb MASTER T02 MONO TRUSS 56 LpGonal 6 300 s Apr 19 2006 Mi7ek Industries, Inc Mon Dec 11 09,09 50 2006 Pape 1 1-4-0 , 6-8-7 12-7-2 18-5-13 24-8-0 r 1-4-0 6-8-7 5-10-11 5-10-11 6-2-3 u4 1 2 00 17 h 3_ 3 44 S t rL 1 I hd 7 12 11 10 h!- 3.4= h4= 3.4 h)= 8-8-0 16-6-4 24-8-0 1 8-8-0 7-10-4 8-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.12 2-13 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.33 2-13 >873 180 BCLL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.05 10 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 132 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purfins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-10. 6-10 REACTIONS (lb/size) 10=896/0-2-0.2=983/0-8.0 Max Harz 2=484(load case 4) Max UplIft10=-569(load case 4). 2=-528(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22. 2-3=-2054/1022. 3.4=-1808885, 4-5=-1715/893, 5.6=-953/440. 6.7=-75/26, 7-8=1/0. 7-10=-141/147 BOT CHORD 2-13=-1381/1888. 12-13=-938/1281, 11-12=-938/1281. 10-11=-489/663, 9-10=0/0 WEBS 3-13=3271357, 5.13=-293/564, 5.11=-621/511, 6.11=-336/645. 6.10=-933/694 NOTES 1) Wind: ASCE 7-02; 120mph (3-second gust); h=25f1: TCDL=4.2psf: BCDL=3.Opsf; Category It: Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) 'This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528lb uplift at joint 2. 6) One R77 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10. LOAD CASE(S) Standard Job, , Truss Truss Type Oq Ply Williams / Duplex / Fb MASTER T03 MONO TRUSS 6 1 003 Job Reference (optional 6.300 s Apr 19 2005 MiTek Industries, Inc Mon Dec 11 09.09.50 2006 Pape 1 j 1 4 0 j 6-8-7 12-7-2 18-5-13 j 24-8-0 1-4-0 6-8-7 5-10-11 5-10-11 6-2-3 twr•t.r] xs n r ter L 5 L4 G ] 7 , 0 N41 t7-1 hd X t] N. 0 6-8-7 13-4-0 24-8-0 j 6-8-7 6-7-9 11-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defi Ud PLATES GRIP TCLL 20.0 Plates Increase 1 25 TC 0.89 Vert(LL) -0.28 10-11 >474 240 MT20 244/190 TCDL 7.0 Lumber Increase 1 25 BC 0.57 Vert(TL) -0.69 10.11 >191 180 BCLL 10.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.02 10 n/a n/a BCDL 10.0 Code FBC2004/rPI2002 Matrix) Weight: 132 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No ID BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-10. 6-10 REACTIONS (lb/size) 10=268/0.2-0, 2=446/0-4-0, 11=1169/0.8-0 Max Horz2=484(load case 4) Max Upliftl 0=-1 71 (load case 4), 2=-378(load case 4), 11=-936(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=530/492, 3-4=-700264. 4.5=-687/366. 5-6=-576/355. 6-7=83/17. 7.8=-1/0, 7-10=147/152 BOT CHORD 2.13=-890/452, 12-13=-890/452, 11-12=-890/452, 10-11=-57/38. 9-10=0/0 WEBS 3-13=-432227, 3-11=-791/1330, 6.11=-522/596, 6.10=-12/94, 5-11=-311/337 NOTES 1) Wind: ASCE 7.02: 120mph (3-second gust), h=25ft: TCDL=4.2psf: BCDL=3.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 936 lb uplift at joint 11. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10 and 2. LOAD CASE(S) Standard Job, & Truss Truss Type Oty Ply Duplex / Fb MASTER T04 GABLE 2 1 IVAIliamsJobReference (optional 6 300 s Apr 19 2006 MiTek Industries, Inc. Mon Dec 11 09 09 51 2006 Page 1 1-4-0 7-0-14 13-4-0 18-10-4 24-8-0 I + 1-4-0 7-0-14 6-3-2 5-6-4 5-9-12 W4.1•}] h II q 4001} Y o q U q 0 ;I/ N- q q q 7-0-14 13-0-0 13-4,-0 24-8-0 7-0-14 5-11-2 0-410 11-4-0 Plate OffsetsQLYYZ(17:0-2.8,0.3.0)_(29:0.2-0,0-0-8)_[32:0-2-0.0.0-e) LOADING ( pso SPACING 2-0-0 CSI DEFL In (loc) gdetl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.18 2-18 >858 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TL) 0.15 2-18 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.61 Horz(TL) -0.02 10 n/a n/a BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtlns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-10, 6.16, 6.10 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 10=202/11-8.0, 2=458/0-8.0. 16=1089/11.8.0. 11=19/11-8.0. 12=45/11-8-0. 13=36/11-8.0, 14=51/11-8-0, 15=-20/11-8.0 Max Horz2=484(load case 4) Max Uplift10=-223(load case 4). 2=-385(load case 4). 16=-1012(load case 4). 15=-35(load case 2) Max Grav10=202(load case 1). 2=458(load case 1). 16=1089(load easel). 11=76(load case 2). 12=82(load case 2), 13=74(load case 2). 14=100(load case 2). 15=79(load case 4) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/22, 2-3=-512/d99, 3.4=-656/270. 4-5=-648/367, 5-6=-5341364, 6-7=-63131, 7-8=-1/0, 7-10=-133/139 BOT CHORD 2-18=-797/430, 17.18=-797/430, 16-17=-797/430. 15-16=-82138, 14-15=-82/38, 13-14=-82/38. 12-13=-82/38. 11-12=82/38, 10-11=-82/d8. 9-10=0/0 WEBS 3.18=-394285. 3- 16=-782/1208, 5-16=308/334. 6.16=-514/566, 6-10=-43/115 NOTES 1) Wind: ASCE 7- 02; 120mph (3-second gust); h=25ft; TCDL=4.2psf; BCDL=3 Opsf; Category ll; Exp B; enclosed: MWFRS gable end zone and CC Exterior(2) zone; porch left exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified 2) Truss designed for wind loads In the plane of the truss only For studs exposed to wind (normal to the face). see MiTek "Standard Gable End Detail' 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are lx4 MT20 unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 6) Gable studs spaced at 2-0-0 oc 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 10. 385 lb uplift at joint 2, 1012 lb uplift at joint 16 and 35 lb uplift at joint 15. LnAD CASE(S) Standard r. CITY OF SANFORD PERMIT APPLICATION Z Permit it Job .Address: 1115 - 1119 W. 8th Street DaIc:-_15••/1-f • 0_ • n../a-s- l0111- CDIC) Description of Work: New Duplex Construction (Residential) Total Square Footage 3,157 Historic District: Zoning: MR-2 Value of Work: S $130,000.00 Permit Type: Building X Electrical X Mechanical X Plumbtne X Fire Sprinkler/Alarm __ Pool Electrical: New Service — # of .AMPS 150 Addition/Alteration Change of Service Tenmporan Pole _ Mechanical: Residential X Non-Rcsidential Replacement New (Duct Layout K Energy Calc. Required) Plumbing/ New Commercial- a of Fixtures # ol" Water R Sc%%er Lines a of Gas Lines _ Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Construction Type: Block # of Stories: 1 of Dwelling Units: 2 Flood Lone: (FEMA form required ) Owners Name & Address' Darcy Williams 281 Fisher Drive / Dellona, FL - 32725 Phone- 407-342-6440 Contractor Name& Address. Darcy Williams (Home Owner) State License Ntimber. _ •_ Phone S Fax: Contact Person. Darcy Williams Phone (Same As Above) Bonding Company Address: Mortgage Lender . Address: Architect/Engineer: Address: Phone. Fax. Application is herebv 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 perfornmed to meet standards of all lames 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 mork will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FMANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE R.ECORDfNG 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 govcmmental entities such as water management districts, state agencies, of federal agencies Acceptance of penlmit is verification that I ill notify the owner of the proper of the requirements of Florida Lien Law, FS 713. Signatu e, wrier/Agent Dat Signature of Contractor/Agent Date ns m c ` arcy Williams arint vncr/Agent's are r Print Contractor/Agent's Nanmc o a o- ig D to Signature of Notary -State of Florida Date 0 SARA EE REMPE g -- Nofarp PtrbYc • Slag of Fbtlda o res Nov 1, 2009 A' Fltcv 03/2006 ZONING UTIL. FD: ContractoriAgeni is _ Personally Known to Me or Produced ID ENG: BLDG: BXUV.U905 - Fire Resistance Ratings - ANSI/UL 263 UL Online Certifications Directory Page 1 of 2 Page Bottom BXUV.U905 Fire Resistance Ratings - ANSI/UL 263 Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U905 March 17, 2004 Bearing Wall Rating — 2 HR. Nonbearing Wall Rating — 2 HR Load Restricted for Canadian Applications — See Guide BXUV7 S7 30 t $ 1 k T 1 s0ltZCe t k SECiIDtE 1. Concrete Blocks* — Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 7•S(8" MIN. A ........... - 2. Mortar — Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster — Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill — If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* — (Optional -Not Shown) — 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO — Type Thermax Bearing the UL Classification Mark Last Updated on 2004-03-17 Questions? Notice of Disclaimer Page Top http://database.u1.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.htmI?name=BXUV.U905&ccns... 10/5/2006 BXUV.U905 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 2 Cop ri ht Q 2006 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2006 Underwriters Laboratories Inc.@" An independent organization working for a Baler world with integrity. precision and knowledge. http://database. ul.com/cgi-binIXYV/template/LISEXT/1 FRAME/showpaore.html?name=BXUV.U905&ccns... 10/5/2006 WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3641 GENERIC 1 HOUR FIRE GYPSUM WALLBOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of either 2 x 3 or 2 x 4 wood studs, turned flatwise, 24" o.c. with 6d cement -coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side with 8d cement -coated nails, 23/a" long, 0.113" shank, 9/32" heads, 8" o.c. (LOAD - BEARING) Thickness: 41/a" Approx. Weight: 12 psf Fire Test: UL, 9-12-96, UL Design U338 GA FILE NO. WP 3642 GENERIC 1 HOUR FIRE 00 GYPSUM WALLBOARD LL ASSEMBLY, WOOD STUDS One layer 81 s card or gyp veneer base a iec a right angles to ON of either 2 x 3 or 2 x 4 woo atwise, 24" o.c. with 6d cement -coated nails, 17/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Inner layer plywood applied with nails. Second wall duplicate of first wall and separated by 1" air space. (NLB) Thickness. 51/2" Approx Weight: 10 psf Fire Test: UL, 9-12-96, UL Design U339 GA FILE NO. WP 3643 GENERIC 1 HOUR FIRE GYPSUM WALLBOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard applied parallel or at right angles to each side of a double row of either 2 x 3 or 2 x 4 wood studs, turned flatwise, 24" o.c. on separate plates 1" apart with 6d cement -coated nails, 17/a" long, 0.0915" shank, 1/4" heads, 7" o.c. Face layer 5/a" type X gypsum wallboard applied parallel or at right angles to each side with 8d cement -coated nails, 23/a" long, 0.113" shank, 9/32" heads, 8" o.c. (LOAD- BEARING) Thickness: 63/4" Approx. Weight: 13 psf Fire Test. UL, 9-12-96, UL Design U339 GA FILE NO. WP 3644 GENERIC 1 HOUR FIRE GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION-ri One layer 5/a" type X gypsum wallboard applied at right angles to each side of 2 x 4 wood studs 16" o.c. with 21/4" Type S or W drywall screws 12" o.c. 31/2" mineral fiber insulation, nominal 2.5 pcf, friction fit in stud space. W' Vertical joints staggered 16" o.c., horizontal joints staggered 24" o.c., on opposite sides. Tested at 2,578 Ibs per stud or 100 percent of design load. (LOAD -BEARING) Thickness: 43/4" Approx. Weight: 71/2 psf Fire Test: ITS J20-06170.1, 4-00 GA-600-2003 59 Darcey Williams This addition only has been designed in accordance with the requirements of the 2004 Florida Building Code -Residential, Chapter 3, Section R301.2.1 1 The following wind load requirements, in accordance with 2004 Florida Building Code - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-02, were employed in the design of the structure: Basic Wind Speed: 120 MPH 3-Second Gust Wind Speed Wind Importance Factor. 1.0 Building Category: 11 Wind Exposure Category- B Applicable Internal Pressure Coefficient: +/- 0 18 Design Wind Pressure for Exterior Components & Cladding: +22.0/-24.2 PSF Type of Roof System: Pre -Engineered Roof Trusses @ 24" o.c. with Fiberglass Shingles Materials: Fiberglass Shingles over 159 Felt over 1/2" CDX Plywood. Fastening Requirements- Minimum (6) Nails per Strip Shingle. Flashing Requirements: N/A DAVIS & CLEATON ENGINEERING, INC. 103 W. WISCONSIN AVE., SUITE #104 DELAND, FLORIDA 32720 PH. # 386-738-7475 LIC. # 35816 ULR liII