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Home My WebLink About1112 W 8 St (2)PERMIT ADDRESS N N CONTRACTOR ADDRESS w 8Y'' Sf am PHONE NUMBER PROPERTY OWNER Ap, lo ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # O 0 DATE IN. 0-7 PERMIT DESCRIPTION 5F PERMIT VALUATION I a I j SQUARE FOOTAGE josob S Zg1o7 91c&%A4 91C%.)%4A4-w4 a d hn 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 . . . . . . 11/07/07 Parcel Number . . . Property Address . Subdivision Name Legal Description Property Zoning . . . Owner . . . . . . . Contractor . . . . . 25.19.30.5AI-0914-0100 1112 W 8TH ST SANFORD FL 32771 MULTIPLE FAMILY Beluga Homes BELUGA CUSTOM HOMES INC 407 322-6880 Application number 07-00001440 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . Building Officia 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. M. E WARD GORDON REGISTERED LAND SURVEYOR No. 2259 P.O. BOX 1557 SANFORD, FL 32772.1557 407) 324-5720 MEMBER FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS 11 /01 /2007 CITY OF SANFORD BUILDING DIVISION P. O. BOX 1788 SANFORD, FL. 32772-1788 jgM 1112 RE LOT 10 BLOCK 9, TRACT 14 SEMINOLE PARK SUB (.1 8TH STREET) TO WHOM IT MAY CONCERN: THE FINISH FLOOR ELEVATION OF THE STRUCTURE LOCATED AT 1112 8TH STREET(LOT 10, BLOCK 9 TRACT 14 SEMINOLE PARK SUB) MEET OR EXCEEDS THE REQUIREMENTS SET FORTH IN CITY OF SANFORD CODE CHAPTER 6, SEC 6-7(a) SINCERELY M. EDWARD GORDON R.L.S. # 2259 t Y f M a.1 l l l 1 ter U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires 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 Policy Number A2. Building Street Address (including Apt., U it, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number f v t 1 5' 7 -c City Vct State ZIP Code yrl i 3 Z 7 7/ A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1231o,,/E 9 T/2./9c-7 /41 S'r711/Y 7e P.1I/c 5vhe//v_6 A4. Building Use(e.g.,Residential, Non -Residential, Addition, Accessory, qtc.) / 5 r 11,41 A5. Latitude/Longitude: Lat. 2 6$ q , 3 12 P! Long. O Sl / , 76S It/ Horizontal Datum: 0 NAD 1927 F1 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number__ A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: i u a) Square footage of crawl space or enclosure(s) 11 sq fl a) Square footage of attached garage 28 sq ry b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosures) walls within 1.0 foot above adjacent grade #4 walls within 1.0 foot above adjacent grade N/1 c) Total net area of flood openings in A8.b V sq in c) Total net area of flood openings in A9.b —NV/ — sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name 8 Community Number B2. County Name 83. State S.9 N Iro.-e C; T c•-1-2 6, B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone l Z l l 7C Ud u C Date A 71 46 Effective/Revised Dale Zone(s) AO, use base flood depth) r,'l 1 4/ l% X Il/A Blot Bll B12 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile [ FIRM Community Determined 'E] Other (Describe) Indicate elevation datum used for BFE In Item B9: [e--NGVD 1929 NAVD 1988 Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Designation Date CBRS E] OPA 0 Yes 9'Flo SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' El Building Under Construction' Finished Construction A new Elevation Certificate will be required when construction of the building is cbmplete. C2. Elevations —Zones Al-A30, AE, Ali, 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 bullc))n diagram specified In Item A7. Benchmark Utilized Vertical Datum _. Al G V 17 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 3 LJ meters (Puerto Rico only) b) Top of the next higher floor IVA._atIuIl1 feet t meters (Puerto Rico only) c) Bottom of [tie lowest horizontal structural member (V Zones only) feet meters (Puerto Rico only) d) Attached garage (top of slab) Z 2 9 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 2 2 I f feel meters (Puerto Rico only) Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 2 Z etTfl, meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 2 2, tel 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 information 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. c C/1 G 1:1 1-/ 1i Certifier's Name License Number RLS k Title Company Name / Address City State ZIP Code i 5-i-<tT S f'c/ F_Z 3Z771 Signature. / Date Telephone 3 Z l 5i z 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 City State ZIP Code Company NAIC Number 74N tov ZI FL 32. 7-71 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. Comments Signature Date 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 El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. 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 feel meters above or below the HAG. b) Top of bottom floor (Including basement, crawl space, or enclosure) is El fee meters above or below the LAG, E2. For Building Diagrams 6-8 with permanent flood openings provided in SectiW Items 8 and/or 9 (see a e 8 of Instructions), the next higher floor elevation C2.b In the diagrams) of the building is _ feet meters Elabove 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. 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 Dale Comments Check he,. if attachments FENIA Form 81-31, February 2006 Replaces all previous editions INSPECTOR'S DAILY REPORT PROJECT DESCRIPTION: 1112 W. 8tn Street CONTRACTOR: WEATHER Sunny SUBCONTRACTOR: TEMP. LOW 760 HIGH FOREMAN WORKERS EQUIPMENT/NUMBER CONTRACT• ITEM DESCRIPTION LOCATION QUANTITY PLAN SHEET REMARKS: l . Grading slopes away from house to front, sides and rear. 2. Sod planting, existing 18" d.b.h. oak tree in front yard. 3. 4" Contrasting house numbers installed. 4. Driveway complete. 5. Irrigation system installed. 6. No landscaping installed. 0' INSPECTOR SIGNATURE Josh Lockhart PROJECT ENGINEER CPH JOB NO. S0694 DATE 11/06/2007 DISTRIBUTION: ORIGINAL - Project Engineer, Copy CPH Inspector, Client CITY OF SANFORD PERMIT APPLICATION Application #: Job Address: Submittal Date: r+ S 0. "'` Value of Work: S _41_70• CXD Parcel ID: Zoning: Historic District: Description of Work: Square Footage: Permit Type: Building Electrical Mechanical Plumbing K Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines L 7 Plumbing/New Residential: # of Water Closets _ Plumbing Repair — Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) INCAMAIYAGEPLUMBING, INC Property Owner: D -2- \ L,.ct -, S r—' Contractor: R n iz , Address: Address: SANFORD, FLORIDA 32772 1117 Phone: E-mail: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone•3 3" ) f /) State License Number: C " C or ),f;' / Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremeul&of ien Law, FS 713. Signature of Owner/Agent Date Signature ractor/ ent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida My comm. exp. Feb. 1, 2008 Comm. No. DID 258139 Owner/Agent is _ Personally Known to Me or Contractor/Agent i4/-- Personally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING: UT1L: FD: ENG: BLDG: Special Conditions: Rev 02/2007 ( CITY OF SANFORD PERMIT APPLICATION L b0 1 r5' Application # : 0L 1 Submittal Date: \( Job Address: ra 1 V e, Value of Work: $ l l . LJ V Parcel ID: l - 1 o(ning,: Historic District: Description of Work: LU l.L> V Ot 1-1 1 "'t Square Footage: Permit Type: Building Electrical ] Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential 4 Commercial Industrial of Gas Lines Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) 1.-....-.^.....................................q............................... Property Owner: o 'l` \2,aX Contractor: Address: Vvv 0 C L Address: A k w!) W <J J Phone: E-mail: PhonA02 QL State License Number: I R J[S i 1 Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property thpt may be found in the public records of this county, and there may be additional permits required from other governmental enities such as water management stricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the proprty of the requirements of Florida i aw, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID APPROVALS: ZONING: Personally Known to Me or Agent Date mt ContractorMgent's Name Signature of Notary -State of Florida Date lr Ft'M+ad. ANGELIOUEOHANDHOK i MY COMMISSION s X EXPIRES, Auquol 14. PC. 9 I o. o' iL` Bonded Thru NolOry PuGl r. 41r1P-rrla° . Contractor/ Produced ID UTIL: FD: ENG: BLDG: Special Conditions: I j Rev 07J2007 mil' Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I 0LC r, W7THST DAviD JONrasom CrA. AM 010914EPROPERTY 1.0 09130915 APPRAISER A 11.0 7.0 A SEMINOLE COUNTY FL. 8 11 7.A a FIRST1101E. RST ST D STW8TH m WSANFORD, FL32771.1468 407-665-7505 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AI-0914-0100 Number of Buildings: 0 Owner: BELUGA CUSTOM HOMES INC Depreciated Bldg Value: $0 Mailing Address: 170 SHAWNEE TRL Depreciated EXFT Value: $0 City,State,ZipCode: GENEVA FL 32732 Land Value (Market): $15,113 Property Address: Land Value Ag: $0 Subdivision Name: SEMINOLE PARK Just/Market Value: $15,113 Tax District: S1-SANFORD Assessed Value (SOH): $15,113 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $15,113 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified 2006 Tax Bill Amount: WARRANTY DEED 01/2007 06562 0838 $18,000 Vacant Yes 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LOT 10 BLK 9 TR 14 SEMINOLE PARK PB 2 DEPTH 50 125 .000 325.00 $15,113 PG 75 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web. seminole_county_title?PARCEL=2519305AI09140100... 6/ 15/2007 CITY OF SANFORD PERMIT APPLICATION Permit # : 0-7— Job Address: I I ( a LJ - Ste' Description of Work: Historic District: Zoning: q- Date: S -- & _ -o 1 Value of Work: $ GL Permit Type: Building Electrical Mechanical _ Plumbing — Fire Sprinkler/Alarm Pool Electrical: New Sercicc - # of AMPS _ f50 Addition/Alteration - _ - Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial - Total Square Footage:_______ Construction Type: __ _I # of Stories: _ # of Dwelling Units: Flood Zone: - (FEMA form required for other than X) Parcel # - - - --- -_ (Attach Proof of Ownership & Legal Description) 3.t 1c '3 C 3 7.32OwnersName &Address: ______ L lV-('_/J- 1' Phone: Contractor Name & Address: eta r--rJ L ZS (l T r G 3 z 7YL State License Number Phone & Fax yd_Z1yy 3 Contact Person: _- . -- _LL - _--Phone:1 BondingCompan}: __- Address: Mortgage Lender: Address: Architect/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 pennit and that all work will be peifonned 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 ofthe toregoing 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, CONSUL:r WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be tound in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or tedeml agencies. Acceptance of pennit is verification that I will notify the owner of the property of the requirem &fFl fd,7213 6 Signature of Owner, Agent Date Signature of Contractor/Agent / Date Print Owner Agents Name Print Contiactor'Agent-s Name Signature of Notary -State of Florida Date Signature of Notary- t of Florida - D;He Owner,Agent is _ Personally Known to Meor Produced ID APPLICATION APPROVED BY: Bldg: _ Initial & Date) Special Conditions. _ Marie A. Zettlemoyer Commission 4DD221380Contractor'Agent is V--Pcrsona11 Kno o c er Produced ID ;, - Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co , Inc. Zoning: Utilities: FD __- initial & Date) -- (Initial & Date) (Initial & Date) COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75027 BUILDING PERMIT NUMBER: 0/1"L/( CITY) UNIT ADDRESS: /? iAU c7— A TRAFFIC ZONE: JURISDICTION: C SEC: TWP: RNG: - SUBDIVISION:-1,,;..' _F Ti1A' PLAT BOOK: LqZjd' PLAT BOOK. PAGE: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: DATE: r? - COUNTY NUMBER: i CITY OF SANFORD PARCEL: TRACT: BLOCK: _L_ LOT : !T LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER i 6 TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dal unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE 2,143.00 STATEMENT RECEIVED BY : O , '5 SIGNATURE: PLEASE PRINT NAME) DATE: - D NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITI' OI-'SANFORD PERMIT APPLICATION N1C L 2- 7 Zoormitkl : - -' —- -. - Date: 7 -- L_- - -. _ - r;4. ` b Address: A /A 3Y.4e'e_ _ - - - --- scription of Work: Square Footage i - istoric District honing C/<i rfj% Value of Work: r rmit Type: Building V Electrical Mechanical Plumbing - _- hire Sprinkler/Alarm Pool ectrical: New Service -- N of AMPS /Slp Addition/Alteration Change of Service - 1-culporar) Pole eehanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc- Require(l) umbing/ New Commercial q of Fixtures H of Water & Sewer Lines # of Gas Lines umbing/New Residential: H of Water Closets a Plumbing Repair -- Residential or Commercial reupancy Type: Residential V Commercial _ _ Industrial nstruction Type: • r . Hof Stories: / N of Dwelling Units: Flood "bone - (FEMA form required ) vuers Name & Address Qli f ` L 9 L/t l-/`/6/YI jVL retractor Name & AddressIrI State Liceuw Number exone & Fai: () % ? ` ,% /['7 i!)/ • r t Person -Phone oS%: ';w tiding Company. &.19 - dress rtgage ixnder- dress. chitect/Enggincer /,I G'/f yE'li t%L//L.A! - - Phone dress:Z2'Vlo ptication is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the mace of a pemut and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction I understand that a separate mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, S, POOLS, FURNACES, HOUTHS, HEATERS, TANKS, and t CONDITIONERS, etc NE R'S AFFIDAVIT: I certify that all of the foregoing information is accurate and dial all work will be done in compliance with all applicable laws regulating rstruction and zoning- WARNING To OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING LICE FOR IMPROVE ME NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI[ YOUR UNDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OI' COMMFNCEM1iN'I' TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be hound in tire public records of county, and there may be additional pennits required from other governmental entities such as water management districts, state agencies, or federal agencies xptanceof permit is verification that I will notify tile owner of the property of the req%ei o lh ida Lien Law, FS /13 11111II1lU Signature ofOwner/ Agent Hate of Co I ctorlAgcn( Dal\\On Print Owner/ Agent's Name Signature of Notary -State of Florida Date Pile t Contra for/At, is Name Q. J CJ Signature of Notary State of Flonda . p Owner/Agent is Personally Known to Me or Contractor/Agent is - _- Personally 1;J nw_q to Me or ' Produced ID - _ -_ Produced IDt,. C _ (• l: !'_ '- ( L ROVALS: ZONINGJUlll.: 62 F.NG ' Y Ztxi, vial Com itions: 03/ 200G D`W • Seminole County Property Appraiser Get Information by Parcel Number Page I of I W 7TH ST DAVID JOHNSON, CFA, ASA I0 T] E 'X 10_ PROPERTY 0915- < 1.0 0914 -0913-- APPRAISER I 11 11.0 7.0 SEMINOLE COUNTY FL. 0 1-211TA 11 4W1101 E. FiRsT sT > W 8TH ST M SANFORD' FL32771-1468 RI407-665-7506 J F I 1 2, 10145. 0 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AI-0914-01 00 Number of Buildings: 0 Owner: BELUGA CUSTOM HOMES INC Depreciated Bldg Value: $0 Mailing Address: 170 SHAWNEE TRL Depreciated EXFT Value: $0 City, State,ZipCode: GENEVA FL 32732 Land Value (Market): $6.975 Property Address: Land Value Ag: $0 Subdivision Name: SEMINOLE PARK Just/Market Value: $6,975 Tax District: Sl-SANFORD Assessed Value (SOH): $6,975 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $6,975 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: WARRANTY DEED 01/2007 06562 0838 $18.000 Vacant Yes 2006 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Unit Land Land Assess Method Frontage Depth Units Price Value PLATS: Pick... FRONT FOOT & LOT 10 BLK 9 TR 14 SEMINOLE PARK PB 2 DEPTH 50 125 .000 150.00 $6,975 PG 75 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. http:// www.scpafl.orglweblre_web.seminole—county_title?PARCEL=2519305AI091401OO&coparcel=193... 4/5/2007 icc,-jq,4 6UA'S f2v kjzf City of Sanford "The Friendly City"""° Application for Engineering Permit ` This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: Right -of -Way Utilization '" Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNER(S/)/APPLIIC ANT: Applicant Nat/fin L/ jG 716>T'B/?f s Firm: — — ---- -- Address: jx/, %%4 Phone: 11 ,c d' L% "/_a Fax: Date: 1. PROJECT LOCATION OR ADDRESS:-- 2. TITLE OF APPROVED DEVELOPMENT PLANS: APPROVAL DATE: _ 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS 4. PROPOSED ACTIVITYY Lt/ Driveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cutting of Roadway y Sidewalk Installation Other 5. SPECIFIC DESCRIPTION: 6. EXCAVATION INFORMATION: Total Length / (Feet) Number of Open Roadway Cuts - — --- --- - 7. AERIAL INFORMATION: Length — (Feet) Number of Poles ----- (Existing) - — (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. CALL THE PBLIC WORKS DEFE AT (407)330-5681 TO SCHEDULE A PRE -POUR INSPECTION • 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 Applicant Signature _ /l fip7 iv ih _&b—N v 5 Date: 3 :706 p OFFICIAL USE ONLY Application No: d 7- / & O % Fee: Date: _.3/7_107 Reviewed: Public Works DATE: —1 lOa Utilities -/s/ -- ------ --._ — DATE: 14 Approved: Engineering DATE: Pp4J'Eok Mt- mwmr nraT B IL.o cA-- Eng-prmt.pdi li,d T.e.L M4T-ace- u4AJ c *t-%a e , D ,,AU.,4 t+ Crv..s PORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method POFFICEProjectName: LILLY ZONE Builder: Address BELUGA City, State: SANFORD, FL 32771- Permitting Office: Owner: BELUGA Permit Number: Climate Zone: Central Jurisdiction Number: I. New construction or existing New _ 12. Cooling systems2. Single family or multi -family Single family - a. Central Unit i. Numberofumts. if multi -family 1 4. Number of Bedrooms 5. Is this a worst case? 3 _ No 6. Conditioned floor area (W) 1488 ft= 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngic Default) 163.0 ft= h. SI-IGC: or Clear or Tint DEFAULT) 7b. Clear) 163.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0. 60 5 ft' b. Slab -On -Grade Edge Insulation R=0.0. 37.0 ft2 c. 5 Others 86.0 ft2 9. Wall types a. Concrete. lilt Insul. Exterior R=4.2. 262.0 W b. I rame. Wood. Adjacent R=13.0, 172.0 ft' c. Concrete. lilt Insul. Exterior R=4.2. 161.0 ft= d. Concrete, lilt Insul. Exterior R=4.2. 96.0 ft' C. 4 Others 252.0 ft= 10. Ceiling types a. Under Attic R=19.0:341.0ft= b. Under Attic R=19.0.333.0ft= c. 5 Others 825.0 f12 I I. DUCtS a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0. 75.0 ft b. N/A Glass/Floor Area: 0.11 b. N/A c. N/A RSIO Cap: 30.0 k13tu/hr SEER: 13.00 0 13. Heating systems a. Electric Heat Pump/Split JaD.0 k131Uhlr F : 7.70 b. N/ VE C. SNV*0\z YVa sy NNW csistancc Can: 40 0 allon b. N/A c. Conservation credits HR-Heat recovery. Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan. CV -Cross ventilation. I -IF -Whole house fan. PT -Programmable Thermostat. MZ-C-Multir-onc cooling. MZ-1-1-Multizonc heating) Total as -built points: 17639 Total base points: 18704 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida EnergyCode. +,% PREPARED BY: C.-t'f . *c-036?,xK DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) g s - FF: 0.93 - PT. C F. - y y04 -THE S7-42, O. n x nm b• ` l coo WE . FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , SANFORD, FL, 32771- PERMIT #: BASE IAS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1488.0 24.35 6522.0 1.Single, Tint 2.Single, Tint 3.Single, Tint 4.Single, Tint 5.Single, Tint 6.Single, Tint 7.Single, Tint 8.Single, Tint As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 172.0 0.70 120.4 1. Concrete, Int Insul, Exterior Exterior 771.0 1.90 1464.9 2. Concrete, Int Insul, Exterior 3. Frame, Wood, Adjacent 4. Concrete, Int Insul, Exterior 5. Concrete, Int Insul, Exterior 6 Concrete, Int Insul, Exterior 7. Concrete, Int Insul, Exterior 8. Concrete, Int Insul, Exterior Base Total: 943.0 1585.3 As -Built Total: DOOR TYPES Area X BSPM Points Type1Adjacent20.0 1 60 32.0 1.Exterior Wood Exterior 20.0 4.80 96.0 2.Adjacent Wood Overhang Ornt Len Hgt Area X SPM X SOF = Points E 1.0 6.0 15.0 53.27 097 775.0 E 1.0 5.0 12.0 53.27 0.95 607.0 E 1.0 6.0 15.0 53.27 0.97 775.0 N 3.0 8.0 40.0 24.46 0.89 866.0 N 1.0 10.0 6.0 24.46 0.99 145.0 N 1.0 6.0 30.0 24.46 0.98 715.0 W 1 0 6.0 15.0 47.90 097 6970 N 5.0 8.5 30.0 24.46 081 593.0 163.0 5173.0 R-Value Area X SPM = Points 4.2 37.0 1.16 42.9 4.2 262.0 1.16 303.9 13.0 1720 0.60 103.2 4.2 93.0 1.16 107.9 4.2 161.0 1 16 186.8 4.2 80.0 1.16 92.8 4.2 42.0 1.16 48.7 4.2 96.0 1.16 111.4 943.0 997.6 Area X SPM Points 20.0 7.20 144.0 20.0 2.40 48.0 Base Total: 40.0 128.0 As -Built Total: 40.0 192.0 CEILING TYPES Area X BSPM = Points 12. Type R-Value Area X SPM X SCM = Points Under Attic 1499.0 2.13 3192.9 1. Under Attic 19.0 341 0 2.82 X 1.00 961.E Under Attic 19.0 333.0 2.82 X 1.00 939.1 3. Under Attic 19.0 172.0 2.82 X 1.00 485.0 4. Under Attic 19.0 178.0 2.82 X 1.00 502.0 5 Under Attic 19.0 1870 2.82 X 1.00 527.3 6. Under Attic 19.0 72.0 2.82 X 1.00 203.0 7. Under Attic 19.0 2160 2.82 X 1.00 609.1 L Base Total: 1499.0 3192.9 1 As -Built Total: 4227.2 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM Points Slab 183.5(p) 31.8-5835.3 1 Slab -On -Grade Edge Insulation 0.0 37.0(p) 31.90 1180 3 Raised 0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 60.5(p) 31.90 1929.9 3. Slab -On -Grade Edge Insulation 00 13.5(p) 31.90 430 6 4 Slab -On -Grade Edge Insulation 0.0 27.0(p) 31.90 861.3 5. Slab -On -Grade Edge Insulation 00 11.5(p) 31 90 366 9 6. Slab -On -Grade Edge Insulation 0.0 6.0(p) 31.90 191.4 7. Slab -On -Grade Edge Insulation 0.0 28.0(p) 31.90 893.2 Base Total: 5835.3 As -Built Total: 183.5 5853.6 INFILTRATION Area X BSPM = Points Area X SPM Points 1488.0 14.31 21293.3 1488.0 14.31 21293.3 Summer Base Points: 26886.2 Summer As -Built Points: 26029.4 Total Summer X System Cooling Total X Cap X Duct X System X Credit = CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints System - Points) (DM x DSM x AHU) sys 1: Central Unit 30000btuh ,SEER/EFF(13.0) Ducts: Unc(S),Con (R),Int(AH),R6.0(INS) 26886.2 0.3250 8738.0 1 26029 1.00 (1.08 x 1.150 x 0.90) 0.260 26029.4 1.00 1.117 0.260 0.902 0.902 6821.0 6821.0 EnergyGaugeT" DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , SANFORD, FL, 32771- PERMIT *.- BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points OverhangFloorAreaType/SC15.Single, Ornt Len Hgt Area X WPM X WOF = Point 18 1488.0 9.11 2440.0 1.Single, Tint E 1.0 6.0 15.0 13.04 1.01 197.0 2.Single, Tint E 1.0 5.0 12.0 13.04 1.01 158.0 3.Single, Tint E 1.0 6.0 15.0 13.04 1.01 197.0 4.Single, Tint N 3.0 8.0 400 15.38 1.00 612.0 Tint N 1.0 10.0 6.0 15.38 1.00 92.0 6 Single, Tint N 1.0 6.0 30.0 15.38 1.00 460.0 7.Single, Tint W 1.0 6.0 150 1380 1.00 207.0 8.Single, Tint N 50 8.5 300 15.38 0.99 458.0 As -Built Total: 163.0 2381.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 172.0 1.80 309.6 1. Concrete, Int Insul, Exterior 4.2 370 3.26 120.6 Exterior 771.0 200 1542.0 2. Concrete, Int Insul, Exterior 42 262.0 326 854.1 3. Frame, Wood, Adjacent 13.0 1720 1.60 275.2 4. Concrete, Int Insul, Exterior 4.2 93.0 3.26 303.2 5. Concrete, Int Insul, Exterior 4.2 161.0 326 524.9 6. Concrete, Int Insul, Exterior 4.2 80.0 3.26 2608 7. Concrete, Int Insul, Exterior 42 42.0 3.26 136.9 8. Concrete, Int Insul, Exterior 4.2 96.0 326 313.0 Base Total: 943.0 1851.6 As -Built Total: 943.0 2788.7 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 20.0 4.00 80.0 1.Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 2.Adjacent Wood 20.0 590 118.0 Base Total: 40.0 182.0 As -Built Total: 40.0 270.0 CEILING TYPES Area X BWPM Points 12. Type R-Value Area X WPM X WCM = Points Under Attic 1499.0 0.64 959.4 1. Under Attic 19.0 341.0 0.87 X 1.00 296.7 Under Attic 19.0 333.0 0.87 X 1.00 289.7 3. Under Attic 190 172.0 0.87 X 1 00 149.6 4. Under Attic 19.0 178.0 0.87 X 1.00 154.9 5 Under Attic 19.0 187.0 0.87 X 1.00 162.7 6 Under Attic 190 720 0.87 X 1.00 62.6 7. Under Attic 19.0 216.0 0.87 X 1.00 187.9 Base Total: 1499.0 959.4 1 As -Built Total: 1499.0 1304.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4 5 FORM 60OA-2004R EnergyGaugeO 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM Points Slab 183.5(p) 1.9 -348.6 1. Slab -On -Grade Edge Insulation 0.0 37.0(p) 2.50 92.5Raised0.0 0.00 0.0 2. Slab -On -Grade Edge Insulation 0.0 60 5(p) 2.50 151.3 3. Slab -On -Grade Edge Insulation 0.0 13.5(p) 2.50 33.8 4 Slab -On -Grade Edge Insulation 0.0 27.0(p) 2.50 67.5 5. Slab -On -Grade Edge Insulation 0.0 11.5(p) 2.50 28.8 6 Slab -On -Grade Edge Insulation 0.0 6 0(p) 2.50 15.0 7. Slab -On -Grade Edge Insulation 0.0 28.0(p) 2.50 70.0 Base Total: 348.6 As -Built Total: 183.5 458.8 INFILTRATION Area X BWPM = Points Area X WPM Points 1488.0 0.28 -416.6 1488.0 0.28 416.6 Winter Base Points: 4667.7 Winter As -Built Points: 6785.9 Total Winter X System Heating Total X Cap X Duct X System X Credit = HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints System - Points) (DM x DSM x AHU) Sys 1: Electric Heat Pump 30000 btuh ,EFF(7.7) Ducts Unc(S),Con(R),Int(AH),R6.0 4667.7 0.5540 2585.9 6785.9 1.000 (1.068 x 1.160 x 0.92)0.443 6785.9 1.00 1.140 0.443 0.950 0.950 3256.8 3256.8 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge@ 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = TotalBedroomsVolumeBedroomsRatioMultiplier 3 2460.00 73800 40.0 0.93 3 1.00 2433.55 1.00 7300.6 As -Built Total: 7300.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 8738 2586 7380 18704 6821 3257 7301 17378 PASS OF'(HE S74,cF mrrrrr • tiCOD Jg EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , SANFORD, FL, 32771- PERMIT # 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECKExteriorWindows &Doors 606.1.ABC.1.1 Maxim um:.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 corners, 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 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -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 Water Heaters 6121 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap requiredSwimmingPools & 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. CHECK EnergyGauge'"I DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCPB v4 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.5 The higher the score, the more efficient the home. BELUGA,, SANFORD, FL, 32771- I . New construction or existing New 2. Single family or multi -family Single family 3. Number of units. if multi -family I 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (W) 1488 O= 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. tl-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 163 0 FF h. SI-IGC: or Clear or Tint DEFAULT) 7b. Tint) 163.0 ft= 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0. 60.5 fi= b. Slab -On -Grade Edge Insulation R=0.0. 37.0 fi= c. 5 Others 86.0 112 9. Wall types a. Concrete. lilt Insul. Exterior R=4.2. 262.0 flF b. Frame. Wood. Adjacent R=13.0. 172.0 11' C. Concrete. Int Insul. Exterior R=4.2. 161.0 fi= d. Concrete. lilt Insul. Exterior R=4.2. 96.0 fh c. 4 Others 252.0 W 10. Ceiling types a. Under Attic R=19.0.341.0ft= b. Under Attic R=19.0. 333.0 W c. 5 Others 825.0 fi' I I. Ducts a. Sup: Unc. Rct: Con. AH: Interior Sup. R=6.0. 75.0 ft h. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump/Split b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits 1-I11-1-leat recovery. Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan. CV -Cross ventilation. I -IF -Whole house fan. PT -Programmable Thermostat. MZ-C-Multizone cooling. MZ-1-1-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/FI_ Zip: Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 40.0 gallons _ EF: 0.93 PT. C F. O THE S7-41Z IV Op WE ( 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 U.S EPA/DOE EnergyStar• "'r lesignalion), your home rnav qualh for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec. trcf editfor injOrrnation and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Constr-rrction, contact the Department of Conrnruniry Affairs at 850/487-1824. I Predominant glass type. For actual glass type and areas. see Summer & Winter Glass output on ages 2&4 EnergyGauge© ( Version: FLRCiPB V4.5) Residential System Sizing Calculation Summary BELUGA Project Title: Code Only LILLY ZONE Professional Version SANFORD, FL 32771- Climate: Central Location for weather data: Orlando - User customized: Latitude(28) Altitude(100 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 46 r. Winter design temperature 38 F Summer design temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 18 F Total heating load calculation 22566 Btuh Total coolinq load calculation 26620 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 132.9 30000 Sensible (SHR = 0.75) 97.3 22500 Heat Pump + Auxiliary(O.OkW) 132.9 30000 Latent 215.2 7500 Total Electric Heat Pump) 112.7 30000 WINTER CALCULATIONS Winter Heatinq Load (for 1488 soft Load component Load Window total 163 sqft 6624 Btuh Wall total 943 sqft 4111 Btuh Door total 40 sqft 691 Btuh Ceiling total 1499 sqft 2351 Btuh Floor total See detail report 6929 Btuh Infiltration 14 cfm 491 Btuh Duct loss 1368 Btuh Subtotal 22566 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 22566 Btuh Summer Coolinq Load (for 1488 soft f1 , SUMMER CALCULATIOI,S Q V D Load component Load Window total 163 sqft 6602 Btuh Wall total 943 sqft 2346 Btuh Door total 40 sqft 626 Btuh Ceiling total 1499 sqft 3894 Btuh Floor total 0 Btuh Infiltration 28 cfm 552 Btuh Internal gain 7680 Btuh Duct gain 1433 Btuh Sens. Ventilation 0 cfm 0 Stuh Total sensible gain 23134 Btuh Latent gain(ducts) 213 Btuh Latent gain(infiltration) 873 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 2400 Btuh Total latent gain 3486 Btuh TOTAL HEAT GAIN 26620 Btuh C\T1 F S F Kv i.. r : '.,;,.. , . qs' I5 . EnergyGauge®S e i in Version 8 PREPARED BY: r ' For Florida residences only DATE: 21 07 EnergyGauge® FLRCPB v4.5 PLAT OF SURVEY OESCRIPTION L OT. 10 BLOCK 9 TIER 11 SEMINOL E PHRK HS RECORDED IN PL Fl T BOOK- P PACECS 7 75 OF THE PUBLIC RECOROS OF SEMINOL E COUNT Y, FL ORIOH OFFICE N 90'00'00" E 50.00 LOT 10 30.0o• 30 L 0 T 9 PROPOSED 3 HOUSE o o L6 WEDTV ` Sa a RD 30 1o.o ' 4110 PORCH 10.00' 25.00' THIS PR5PERTY LIES IN S 90.00'00" ZONE A CCORDING TO FIRM MAP of 12117C 50.00 0045 E nA TE 4/17/95 14' ALLEY LOT 11 97.5 W. 8 TH STREET ( 66'PIV ) PAVED IQ rn y 0 n a Z rn LEGEND, ELEV - ELEVATION N&D - NAL AND DISK BLK -BLOCK NOTES: FD - FOUND POB - POUT OF BEGINNING ESMT - EASEMENT I NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL ESMT - EASEMENT POC - POINT OF COMMENCMENT IP - IRON PPE OF A FLORIDA LICENSED SURVEYOR AND MAPPER STY • STORY CS - CHORD BEARING R - RADIUS 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO It - CENTERLINE R/W - RIGHT OF WAY e . DELTA THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED X-X-X - FENCE PL - PROPERTY LINE C - CHORD EASEMENTS THAT EFFECT THIS PROPERTY. SIDENCRE9 - RESIDENCERES PC - PONT OF CURVE L .LENGTH 3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER WISE BLDSHOWNCONC - CONCRETE P -PLAT WD FRM - WOOD FRAME MON - MONUMENT NUMBER 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD UTL - UTILITY RD - ROAD FD CONC MON • NOT BE USED TO RECONSTRUCT BOUNDARY LINES. O - FO REBAR • 0 - SET REBAR 92259 5 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.). e VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1920) rYFE PLOT PL/1 DAB 2107121 M. EDWARD CORDON SURVEYING — REGISTERED LAND SURVEYOR 02259 q9 N7- SNIT.• OF - Po BOX 1557 SANFORD . FLORIDA 32772 PHONE 324 5720 500 WEST R TH STREET SANFORD . FLORIDA THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE PL fl T OF SURVEY OESCRIP TION L 0 T 10 BLOCK 3 TIER 19 SEVIVOL E PARK AS RECORDED IN PLAT BOOK P PAGEfSJ 7s OF THE PUBLIC RECORDS OF SEMINOL E COUN T Y, FL ORIDA 0 CFI C;*' E N 90' 00'00" E 14 ' ALLEY 50.00 LOT 10 30.00 rn 30 LOT 11 LOT 9 3 0 0 o coil o C o PLANSFIEVIEWED Grady oV ko Z m CITY 00 SANFORD 1 1rn d Ire. « -o re e Jo 10.0 10.00 PORCH 25. 00 S 90 * 00,001, 50.00 97.5 W. 8 TH STREET ( 66'R/W 1 PAVED LEGEND, ELEV - ELEVATION N&D - NAL AND DISK BLK -BLOCK NOTES: FD - FOUND POB - PONT OF BEGINNING ESMT - EASEMENT I NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL ESMT - EASEMENT POC - PONT OF COMrENCMENT P - RON PIPE OF A FLORIDA LICENSED SURVEYOR AND MAPPER STY - STORY CB • CHORD BEARING R • RADIUS q - CENTERLINE R/N • RIGHT OF NAY a • DELTA 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO X-X- x - FENCE PL - PROPERTY LINE C - CHORD THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED RES - RESIDENCE PC • PONT OF CURVE L - LENGTH EASEMENTS THAT EFFECT THIS PROPERTY. BLDG - BUILDING CONC - CONCRETE P -PIAr 3 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER WISE ND FRM - WOOD FRAME MON -MONUMENT • - NUMBER SHOWN UTL - u7LIlY RD -ROAD 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD FD CONC " ON • NOT BE USED TO RECONSTRUCT BOUNDARY LINES. O - FD REBAR • 0 - SET REBAR 02259 5 BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING ( B.S.). e VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1929) M. EDWARD GORDON SURVEYING rn sLRM r sra rwmv o^, P,7,, y L1ESY10P71gV LMD OR 02259 REGISTERED POBox 1557 SANFORD . FLORDA 32772 PHONE 324 5720 .R29 AV-' 37t1`T G` 50B WEST B TH STREET SMFORD . FLORDA THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407-330-5656 Fax: 407-328-3859 OFFICE PLAN REVIEW RESPONSE Date: April 13, 2007 Contact Person: Chris Contact Phone Number: 407-760-6973 Contact E-mail Address: Reference Number: 07-1440 Project Description: New single family residence Job Address: 1112 W. 8`h St. Contact Fax Number: 407-322-2833 The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Provide evidence of the flood zone of this parcel. STRUCTURAL S-1 The plans indicate that the top cord of the trusses shall be designed for a minimum dead load of 10 PSF. Provide revised truss calculations. MECHANICAL M-1 The maximum outside degree day bulb to be use for the heat loss calculation shall be 30 degrees. See the ACCA Manual J 8`h edition Table 1. Provide revised calculations. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Wayne Thorne at (407) 330-5686 or fax to (407) 328-3859. You may also contact me by E-mail at thornewC&ci.sanford.fl.us. 1- FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beluga Address: City, State: Owner: Climate Zone: Central Builder: Permitting Office: OFFICEPermit Number: Jurisdiction Number: I. New construction or existing New 12. Coolirlg s:tilenls 2. Single family or multi-fiam11Y Single 1:1111lly _- 1. celllnd I)111t Cap: 34.8 kBtuillr — 3. Number of units. irnulltl-family I — SEER. 13.00 _ 4. Number ofBedlooms 3 _ b. Nan 5. Is this it \\•olst case? Yes — 6 colldllll llled IItKU' al -ell (it') 129M ri" c. NIA 7. Blass hype I and area- (Lapel reco. by 13-104.4 5 il'not detiltdt) a. U-factor: Description Are 13. Heating n•1•slems or Single or Double DEFAULT) 7a. (Sllgle i.)etiroll) 174.0 112 _ 1. Electric Heal pump Cap: 34.R{ 1: t Btulhr I,. tit t;(: Clear Tint DEFAULT) 7b. b N!A PLANS NE`I IVV tt.31) .— jr or Clear) 174.0 IF — x. Floor I,es a OF SANFORDa. lab-onEdge Insulation x=0.O, 182.11(p) ti c. NIA CITY h. N%A c. N/A 14. Hut water s\•stenls 9. Wall types a. Electric Resistance Cap: 50.0 gallons I. conclete. EXI 111s111. Exterior R=4 I. 958.0 W — 1'R 0.91) b. Frame. W\>.Kl, Adiacenl R=1 1.0. 286.0 11F — b N-A c. N!A d. N!A c. Conservation credits _^ e. N'A Hk-Ilcal lecovely. Solar — IU. Culling (\'Iley U1-111-Delhcated lleal plllllp) a. Under Attic R=19.0. 1314.0 ti' I i l IVAC credits PT. h. N!A CF-Ccilulg tan. CV -Criss ventilation. c. N!A 11F-Whole house tau. 11. Duels VF-PlograinIna file' I'hermoslat. a Slip: Ihlc. Ret:Con. AI 1(Sealed):tuleuor Sup R=6.0.200.0It MI-C-MultizoneclKdmg. b. N! A W-I-1-Multizouc heating) 1 hereby certify that the plE this calculation are in com Code. PREPARED BY: DATE: Total as - built points: 16970 PASS rea: 0.13 Total base points: 17670 nd specifications covered by cJP witPAhq Florida Energy C - U -) - I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT #: r. BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 1298.0 24.35 5689.0 1.Single, Clear NE 1.0 6.0 16.0 47.10 0.97 732.0 2.Single, Clear SW 1.0 6.0 44.0 56.99 0.96 2413.0 3.Single, Clear SE 4.0 8.0 40.0 61.07 0.68 1666.0 4.Single, Clear SE 1.0 12.0 32.0 61.07 1.00 1953.0 5.Single, Clear NW 6.0 7.0 32.0 40.72 0.67 874.0 6.Single, Clear SE 1.0 14.0 10.0 61.07 1.00 610.0 As -Built Total: 174.0 8248.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 286.0 0.70 200.2 1. Concrete, Ext Insul, Exterior 4.1 958.0 0.48 459.8 Exterior 958.0 1.90 1820.2 2. Frame, Wood, Adjacent 11.0 286.0 0.70 200.2 Base Total: 1244.0 2020.4 As -Built Total: 1244.0 660.0 DOOR TYPES Area X BSPM Points Type1 Area X SPM Points Adjacent 18.0 1.60 28.8 1.Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 2.Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.6 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1298.0 2.13 2764.7 1. Under Attic 19.0 1314.0 2.82 X 1.00 3705.5 Base Total: 1298.0 2764.7 As43uilt Total: 1314.0 3706.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 182.0(p) 31.8 5787.6 1. Slab -On -Grade Edge Insulation 0.0 182.0(p 31.90 5805.8 Raised 0.0 0.00 0.0 Base Total: 5787.6 As -Built Total: 182.0 5805.8 INFILTRATION Area X BSPM Points Area X SPM Points 1298.0 14.31 18574.4 1298.0 14.31 18574.4 EnergyGaugeO DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 23385.7 Summer As -Built Points: 25569.3 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) sys 1: Cenlral Unit 34800b1uh .SEERIEFF(13.0) Ducts:Unc(S),Con(R),tnt(AH),R6.0(INS) 25569 1.00 1.08 x 1.150 x 0.85) 0.260 0.950 6700.4 23385.7 0.3250 7600.4 25569.3 1.00 1.061 0.260 0.950 6700.4 EnergyGauge'"' DCA Form 60OA-2004R EnergyGaugeVFIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1298.0 9.11 2128.0 1.Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.0 2.Single, Clear SW 1.0 6.0 44.0 11.59 1.01 515.0 3.Single, Clear SE 4.0 8.0 40.0 10.59 1.19 502.0 4.Single. Clear SE 1.0 12.0 32.0 10.59 1.01 341.0 5.Single, Clear NW 6.0 7.0 32.0 14.97 0.99 475.0 6.Single, Clear SE 1.0 14.0 10.0 10.59 1.01 106.0 As -Built Total: 174.0 2174.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 286.0 1.80 514.8 1. Concrete, Ext Insul, Exterior 4.1 958.0 2.36 2260.9 Exterior 958.0 2.00 1916.0 2. Frame, Wood, Adjacent 11.0 286.0 1.80 514.8 Base Total: 12".0 2430.8 As -Built Total: 12".0 2775.7 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 1.Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 2.Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1298.0 0.64 830.7 1. Under Attic 19.0 1314.0 0.87 X 1.00 1143.2 Base Total: 1298.0 830.7 As -Built Total: 1314.0 1143.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 182.0(p) 1.9 345.8 1. Slab -On -Grade Edge Insulation 0.0 182.0(p 2.50 455.0 Raised 0.0 0.00 0.0 Base Total: 345.8 As -Built Total: 182.0 455.0 INFILTRATION Area X BWPM Points Area X WPM Points 1298.0 0.28 363.4 1298.0 -0.26 363.4 EnergyGaugeG DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4854.3 Winter As -Built Points: 6442.6 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 34" btuh ,EFF(8.3) Ducts: Unc(S),Con(R),Int(AH),R6.0 6442.6 1.000 1.068 x 1.160 x 0.87) 0.411 0.950 2725.1 4854.3 0.5540 2689.3 6442.6 1.00 1.083 0.411 0.950 2725.1 EnergyGauge^" DCA Form 60OA-2004R EnergyGauge®/FtaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 75".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 7600 2689 7380 17670 6700 2725 7544 16970 PASS EnergyGauge7m DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows 8 Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.tt. window area;_5 cfm/sq.ft. door area. Exterior 8 Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation 8 wall sole or sill plate; joints between exterior wall panels at corners; 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 8 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 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multistory 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 ___ __ - CHECKK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit 612.1 breaker _(electric)_or cutoff gas must be provided. External or bulk -in heat trap required. Swimming Pools 8 Spas 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 _ Se apratereadiraccessiblemanualorautomaticthermostatforeachsystem. Insulation 604.1.602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling 8 floors R-11. EnergyGauge'"" DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 r. ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. I . New construction or esistiug Necy _ 2. Single ftlllllly of mull!-fitmily Single tallllly , 3. Numberofunils, iftlntlti-family 1 _ 4. Nuniber of Bedrooms 3 5. Is this a worst case! Yes -- 6. Conditioned flotw area (07) 1298 111 7. Glass type I :Ind aretl: (Label recld. by 13-104.4.5 If !tot deftltlll) - 1. I-lactol'c DCScrililµnl Alen or Single or Double DEFAULT) 7a. (tillgle I)eolith) 174.0 111 _ b. SIKX: or Clear or Tint DEFAu n 7b. Clear) 174.0 111 _ H. Floor 1ypes a. Slab -On -Grade Edge lusulaliun R=0.0. 182.0(p) It b. N/A c. N/A 9. Widllylies t. coln;lete, i,xt Insul. Exterior R=4.f. 958.0 113 - It. Franc. Wood. Adjacent R=I 1.0. 286.0 117 c. N/A d. NIA e. N/A 10. Ceiling I"pes 1. Under Attic R-19.0. 1314.0111 It. NIA c N/A 11. Ducts it. Sup: (.Inc. Ret: Con. AII(Sealed):Interior Sup. R=6.0, 200.0 It b. NiA 12. Cowling systems a. Ccutral Unit h. N/A c. N/A 13. i-le:ning systems a. (Electric ideal Puulp b. NiA c. WA 14. I lot tyaler st:stems 1. Idecllic Rcslstance 11. NiA c. Conservation credits I-IR-Heat recovery. Solar 0HP-Dedjealed heat pump) I5. IVAC cicdits C• F-Ceiling tan. cv-cwss %cllldalloll. 111'- Whole house I:ul, P• I'-Prugranuuable Thel'nnlslaC MZ- C-Mul(izone cooling. MZ- 1I-Multirone heating) I certify lhal this home has complied with the Florida Energy Efficiency Code For Building Constnlclion (! trough the above energy saving features which will be installed (or exceeded) in this home before final inspection. Othenvise. a lie%%• EPL Display Card will be completed based oil installed Code compliant features. Builder Signalure: Date: Address of New Hoate: City/FL Zip: Cap: 34.8 klitti/hr _- SFER: 13.00 Cap: 34.9 kBlu/hr _ HSPF: 8.30 Cap: 311,11 gallons E1': 0.90 11T. WE A' 07E: Pie hoards estiniated euer,.v perlbrnraace score is oulr availahle Ihrons,h the F7AREY eorupller pr( •gri ur. iris is not a Buildirw Enerr;l, Ralhng. I/:your s-vore is 80 or.greater lur N( Ji,r a US EPA DOE Ere rt{vti't(#' desi•giiationl, l- uur honte nun, quevl &.fiw eiiergv of/ic•ie uc.)1,ur,ggtrge (E=EA/) incentives i/ j ew uhlairr a Florida /i•„erkn, (';w • v Rathig. onrlac• t the EneW, Gauge Holline at 321. 638-1492 or sera the Bierkv (.;mige ireh rile at innr f/ ec•.nef edu fur i, t/itrinution arrel a hsl of eertifie tt Raters. For irrluraialiurr ahuul Florida's Euer.gji L Jic'ieacv C'ude For liuildiax inrsfrrrcliou. coalacl the Deparlinew of (,'uuruurrtilvtl/Jbine al N5014874824. 1 I'rcdontill:uit gl:lcs lype. For actual glass type and :ucas, see Stmunrr di. Wintcr Glass output oil pa yes 2rt4. EnergyGatlgelKl (Version: FLRC5 e4.5) wrightsoft- Project Summary Entire House Project Information For: BELUGA Notes:0"FRaot: Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Structure 24968 Stuh Ducts 5209 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Stuh Equipment load 30177 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ft') 1299 1299 Volume (ft') 10392 10392 Air Changes/hour 0.45 0.23 Equiv. AVF (cfm) 78 40 Heating Equipment Summary Job: Date: Feb 04, 2007 By: G. CARMACK Summer Design Conditions Outside Inside db b 75 0 ° F Design TD Daily range Relative humidity Moisture difference 18 M 50 44 OF gr/lb Sensible Cooling Equipment Load Sizing Structure 19864 Btuh DucCentral 7 0vent (0 cfm) Bttuuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 26551 Stuh Latent Cooling Equipment Load Sizing Structure 1578 Btuh Ducts 13ertrIvent (0 cfm) 0 Bttuuh Equipment latent load 2974 Btuh Equipment total load 29525 Btuh Req. total capacity at 0.77 SHR 2.9 ton Cooling Equipment Summary Make TEMPSTAR Make TEMPSTAR Trade HEAT PUMP Trade HEAT PUMP Model N2H336AKD Cond N21-1336AKD Coil FEM2X3600 Efficiency 8.3 HSPF Efficiency 13 SEER Heating Input Sensible cooling 26796 Btuh Heating output 0 Btuh @ 47°F Latent cooling 8004 Btuh Temperature rise 0 OF Total cooling 34800 Stuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.040 cfmBtuh Air flow factor 0.044 cfm/Btuh tatic pressure 0.60 in H2O Static pressure 0.60 in H2O S p MEWED Load sensible heat ratio 0.90 CITY OF SANFORD BoWfieNC V&hM have Deen manuaNy ovenlddW Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 2t.- wngFJtsoflt Right -Suds Residentiai6.0.80RSR21115 2007-Apr-1620:54:54 ACGP, C:Wrogrem RkmXWrightsoR HVAMMenual J Ceks 200618e1u9a.rrp Calc - MJ8 Orientatlon - W Page 1 Table 1 A Outdoor Design Conditions For the United States and Canada Elevation Foot Latitude Degrees Winter Summer Heating Cooling Coincident Design Design Design Daily North 999E 1% Wet Bulb Grains Grains Grains Range Dry Bulb Dry Bulb 557E RH 50% RH 459E RH DR) no 10 29 35 89 78 59 66 72 M a burg 11 28 47 93 79 59 66 72 M E "J 55 28 38 93 76 39 46 52 M tOadenton 30 27 43 92 79 61 Be 74 M eeAP 55 30 28 93 76 39 46 52 M eAP 19 28 40 91 77 49 56 62 M so,EgOnAFB 85 30 33 90 78 57 64 70 M Beach 13 27 43 90 78 S7 64 70 M palm Beach AP 15 26 47 90 78 57 64 70 M le= TurnerAF6 223 31 30 95 76 49 56 62 M ricus 466 32 25 94 76 37 44 50 M t r' 802 34 25 92 75 34 41 47 M t' AP 1010 33 23 91 74 30 37 43 M yr m148 33 25 94 76 37 44 50 M srldt 20 31 34 91 79 62 69 75 M s, Fort Benning 232 32 27 94 76 37 44 50 M urrlbus, Lawson AFB 971 32 24 93 76 39 46 53 M mbus, Metro AP 397 32 27 93 75 33 40 46 M 710 34 22 93 76 39 46 52 M hlin. 310 32 25 93 76 39 46 52 M svllle 1275 34 21 91 74 30 37 43 M 980 33 22 90 75 38 45 51 M Gunge 693 33 23 91 75 36 43 49 M con AP 354 32 27 94 75 31 38 44 M Dobbins AFB 1068 34 26 91 74 30 37 43 M 1 292 31 30 95 77 42 49 55 M e AP 837 34 21 94 74 25 32 38 M nah, Travis AP 49 32 29 93 76 39 46 52 M dosta. Moody AFB n: 233 31 34 94 77 44 51 57 M a oata, Regional AP 203 30 31 94 76 37 44 50 M EtyCtoQs 151 31 32 94 76 37 44 50 M p r( all. Barbers Point NAS 34 21 61 90 72 19 26 32 M b' AP 36 19 63 84 74 41 48 54 L IorwluluAP 16 21 63 88 73 29 36 42 L ohtAul5620618874354248Mdrleolte Bay MCAS 18 21 68 85 74 40 47 53 L hue 148 21 62 85 74 40 47 53 L blow 449 21 61 87 73 30 37 43 M iahalwa 900 21 59 85 72 26 35 41 L io Pbe AP 2838 43 9 94 63 34 27 21 H udey 4150 42 2 90 62 22 15 9 H oeurD' AleneAP 3002 47 1 86 61 30 23 17 H 00 Falls AP 4741 43 6 89 60 39 32 26 H Unlah 1196 46 15 93 64 28 21 14 H WstonAP 1413 46 15 93 64 28 21 15 H DscoW 2583 46 0 87 62 27 20 13 H Puntaln Home AFB 2998 43 5 96 62 42 35 29 H Jdan 3317 47 7 84 61 27 20 14 H Ti A-5 I ic wrightsofi- Building Analysis Entire House Pro'ect Information For BELUGA Job: Date: Feb 04, 2007 By: G. cARMACK Design Conditions Location: Orlando, FL, US Indoor: Indoor temperature (°F) Heating 70 Cooling 75Elevation: 105 ft Latitude: 28°N Design TD (°F) Relave humidity (%) 32 30 18 Outdoor: Heating Cooling Moisture difference (gNlb) 5.7 50 43.6 Dry bulb (°F) 38 93 Infiltration: Daily range (OF) - 17 ( M) Method SimplifiedWetbulb (° - Wind speed (mph) 15.0 76 7.5 Construction quality Fireplaces Average 0 Component Btuh/ft2 Btuh of load Walls 3.8 4720 15.6 Glazing 40.6 7071 23.4 Doors 12.5 474 1.6 Ceilings 1.6 2060 6.8 Floors 22.8 7909 26.2 Infiltration 1.9 2733 9.1 Ducts 5209 17.3 Piping 0 0.0 Humidification 0 0.0 Ventilation 0 0.0 Adjustments 0 Total 30177 100.0 COOIin Component Btuh/ft2 Btuh of load Walls 2.6 3194 11.8 Glazing 58.8 10240 37.8 Doors 12.2 462 1.7 Ceilings 2.7 3522 13.0 Floors 0.0 0 0.0 Infiltration 0.5 786 2.9 Ducts 7229 26.7 Ventilation 0 0.0 Internal gains 1660 6.1 Blower 0 0.0 Adjustments 0 Total 27092 100.0 Overall U-value = 0.223 Btuh/ft2-OF Data entries checked. Bold/dfaf c values have been manually ovenddden Wr7g1'11CS4C)ift RlghtSulte Reslden11216.0.90 RSR21115 2007-Apr-16 20:54:54 ACCA CVMram Rea\Wrighteaft HVAC1Manual J Coles 20061Betuga.rrp Cale - MA Orientatlon - W Page 1 Load Short Form wrightsof . Entire House For. BELUGA Job: Date: Feb 04, 2007 By: G. CARMACK Htg Clg Infiltration Outside db (°F) 36 93 Method Simplified Inside db (°F) 70 75 Construction quality Averages Design TD (°F) 32 18 Fireplaces Daily range - M Inside humidity (%) - 50 Moisture difference (gr/lb) - 44 HEATING EQUIPMENT Make TEMPSTAR Trade HEAT PUMP Model N2H336AKD Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.3 HSPF 0 Btuh @ 47°F 0 OF 1200 cfm 0.040 cfm/Btuh 0.60 in H2O COOLING EQUIPMENT Make TEMPSTAR Trade HEAT PUMP Cond N2H336AKD Coil FEM2X3600 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 SEER 26796 Btuh 8004 Btuh 34800 Btuh 1200 cfm 0.044 cfm/Btuh 0.60 in H2O 0.90 ROOM NAME Area Htg load Clg load Htg AVF cfm) Clg AVF cfm) ft2) Btuh) Btuh) BDR #2 144 3502 3288 370 139 27 146 16 BATH 65 192 670 2822 3795 112 168 BDR #3 REC ROOM 176 5766 5444 229 241 239 KITCHENKITCHE 256 130 3977 5082 5388 3783 158 202 168 MASTRE BDR 256 7217 4048 287 179 DINING MASTER BATH 80 1141 976 45 43 1299 30177 27092 1200 1200 Entire House Other equip loads 0 0 26551 Equip. @ 0.98 RSM 2974 Latent cooling zn477 2M25 1200 1200 TOTALS rLou 6*Wftik vahm have bow manua(y ovarr*W@n Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Right -Suite Residential 6.0.80 RSR21115 2007-Apr-16 20:54:54 wnghtsofC Page 1 ACCA C:VProgram FiteelWRghteoft HVACIManu81 J Cat- 200618e1uga.rrp Cale = MJs orientation - W klBuildersFirstSource 2901 Aileron Cir. Sanford, Florida 32773 tntormatton: Customer: tStLUUA GUS I UM HUMtb Builders FirstSource Job #: Lot: 10 Subdivision: SEMINOLE PARK County: SEMINOLE Building Code: FBC2004/TPI2002 Computer Program Used: Mitek 6.20 Truss Design Information: Gravity Loads wind Roof. 50 psf Total Wind Standard: ASCE 7-02 Floor: Wind Speed: 120 mph Mean Roof lit: 25 It 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 : UNKNOWN Truss Design Engineer : Randall Byrd 2325 Jason St. Merritt Isl. 32952 License # : 23451 W 11 11111 "/ Itz - \ ENSF This truss specification package consists of this index sheet and 6 truss design drawings. This P3451 =_ signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for listed truss design drawings. The suitability and use of each truss STATE OF _ r.'.• component for any particular building is the responsibility of the building designer per FS,S•F.'ORIOANSI/fPI 1-1995, Section 2. OVAL 4/1 Truss 1'russ Drawing Seal Truss Truss Drawing Seal Truss Truss Drawn SealILabelI # I Date I I # Label I # I Da I q Label I # Date 1 1 t01 1 001 1 1 /26/2007 PLANE REVIEWED CITY OF SANFORD Page 1 of 1 Builders FirstSource, Inc. 2002 Job Truss Truss Type Oty Ply BELUGA CUSTOM HOMES (RC) LOT-10 T01 GABLE 2 1 001 Job Reference optional) Randall Byrd, P.E. #23451 2325 Jason St. Merritt Island FI 32952 6.300 s Apr 19 2006 MiTek Industries, Inc Mon Apr 16 08:17:27 2007 Pag 14-0 15-0-0 30-0-0 31-4-0 1-4-0 15-0-0 r 15-0-0 1-4-0 a5 MI120= 5001I / b. W001t b. wQ,711t0 214 MIMI b4 W=11 5./W0D5 r 11 5.6 wll4a 1I a4 W0011 b. WIAn b4 W0011 5 13 31 u a4 W0011 1. 2.4 W0011 a. W001115 0 171 34 wrA= b4 MIfA= a.wlAll b4W0011 214W0011 214W0011 b.MlfAll 2.4W00II 51/W00= a4WR011 b4Wf2G11 b4W10011 24W0011 a4MIIAlI 2.4MOA11 30-0-0 30-0-0 Plate Offsets x Y : 6:0-3-0,0 3-01J12:0.3.0 0-3.OJ 124:0-3-0 0-3-0J LOADING(psp SPACING 2 0 CS1 DEFL 1n (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 015 Vert(LL) -0.00 17 n/r 120 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 17 n/r 90 BCLL 10.0 Rep Stress Inv NO WB 0.08 Horz(TL) 0.01 16 n/a We BCDL 10.0 Code FBC2004/rP12002 Matnx) Weight: 162 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudlns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2-206/30.0.0, 24=153i' O-0. 25=159/30.0-0, 26=164130.0.0, 27=158/30.0.0. 28=161/30-0-0. 29=143/30-0.0. 30=213/30-0-0, 23=159/'J0.0.0, 22=16413D-0-0. 21=158/30-0-0. 20=161/30.0-0. 19=143/30.0.0, 18=213/30.0.0, 16=206130-0.0 Max Horz2=- 67(load case 7) Max Uplifl2=- 139(load case 6), 25=-56(load case 4). 26=-69(load case 4), 27=-63(load case 4). 28=-62(load case 6), 29=-95(load case 6), 30=-111(load case 6). 23=-56(load case 5). 22=-69( load case 5), 21=-63(load case 5). 20=-62(load case 7), 19=-95(load case 7), 18=-111(load case 7), 16=-151(load case 7) Max Grav2= 206(load case 1). 24=153(load case 1). 25=163(load case 10), 26=164(load case 1), 27=158(load case 10). 28=161(load case 1). 29=143(load case 10). 30=213(load case 10) 23=163( load case 11). 22=164(load case 1). 21=158(load case 11). 20=161(load case 1). 19=143(load case 11). 18=213(load case 11). 16=206(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=029. 2-3=-77/26, 3.4=-38/37, 4-31=34/66. 5-31=-I V159, 5-6=34/123, 6.7=-33/174, 7-8=-32/232, 8-9=-32282. 9.10=-32/282. 10-11=- 32232, 11-12=33/174, 12.13=34/123, 13-32=-11/69, 14-32=-34/66. 14-15=-38/22. 15-16=-5726. 16-17=029 BOT CHORD 2-30=0/143.29-30=0/143,28-29=0/143,27-28=0/143,26-27=0/146.25.26=0/146,24-25=0/146,23-24=0/146,22-23=0/146,21-22=0/146. 20.21= 0/143.19.20=0/143,16-19=0/143.16.18=0/143 WEBS 9. 24=-113/0. 8-25=-123/112. 7-26=-124/134, 6-27=-119/124, 5.28=-119/123, 4-29=-109/120, 3.30=-157/147, 10-23=-123/112, 11-22=-124/l34 12.21=- 119/124.13.20=-119/123.14-19=-109/120,15.18=-157/147 NOTES 1) Unbalanced roof live loads have been considered for this design.'' O AL L 2) Wind: ASCE 7-02, 120mph (3-second gust); h=25ft; TCOL=4.2psf; BCDL=3 Opsf, Category 11: Exp B; enclosed: MWFRS gable end zone and C-CWFRS ' grip eistrussisdesignedbersandforces. and for M for actions ecified. PC: , zone; LumberDOL= 1.60 llane y /'/' hFo laofthate3) Trussodesignedforwindloadsinthep) truss only. For exposed toow wind (normalthe face). see M Tek "Standard Gable End Detail" C EN Q'• S(C •' 4)'Thistrusshasbeendesignedfora100psfbottomchordliveloadnonconcurrentwithanyotherliveloads. V ;Q i 5) Gable requires continuous bottom chord bearing. 3451 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139lb uplift at joint 2, 56 lb uplift at joint 25, 69lb uplift at joint 25 63 lb uplift at joint 27, 62 lb uplift at joint 28.95 lb uplift at joint 29. 111 lb uplift at joint 30.56 lb uplift at joint 23. 69 lb uplift at joint 22, 63 lb uplift at joint 21 62 lb uplift at joint 20, 95lb uplift at joint 19. 111 lb uplift at joint 18 and 151 lb uplift at joint 16. 9 '• A OF LOAD CASE( S) StandardQP.•(/ 1 6 2007 71i'• 1 1-f /'-,tV r s 1i C.I 1. U. rn.e:-ir Job Truss Truss Type Oty Ply BELUGA CUSTOM HOMES (RC) LOT-10 T02 SPECIAL 15 1 002 Job Reference(optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.300 s Apr 19 2006 MiTek Industries, Inc Mon Apr 16 08:19:23 2007 Pag 1-1-4.0, 6-5-14 12A-0 1_ _15-0-0 _, 22-1-15 30-0-0 31-4-0 1-4-0 6-5-14 5-10-2 2-8-0 7-1-15 7-10-1 1-4-0 SOY • 1 S2 f 0 MIY10= S 500E a. Wfxlll 5.0.1201 S0 WROG 1212 0 r 7 2 300 12 0 3-8 W120= a. WIAII 7.10 WQO= a10 WfA= 6-5-14 12-4-0 20-10-0 30-0-0 1 6-5-14 5-10-2 8-6-0 9-2-0 Plate Offsets X Y : [2:0-4-2,0.1.8 J2,.q.3-0,0.3-0 ,15:o-4-B.0.1.4)[e.a3 0 0.3.4j,-[7:0.3.6,EdgqJ,[9:0.3-12,2-3.41L[10:0.7.0 0.2-121 LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.54 9.10 >649 240 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(fL) -1.01 9-10 >350 180 BCLL 10.0 Rep Stress Incr YES WB 0.59 Horz(fL) 0.46 7 n/a n/a BCDL 10.0 Code FBC2004/fP12002 Matrix) Weight, 141 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-8 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-3-9 oc bracing. BOT CHORD 2 X 4 SYP No.2 'Except* WEBS 1 Row at midpt 5-9 7-9 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 *Except* 5-9 2 X 4 SYP No.2 REACTIONS (lb/size) 2=1273/0-8.0, 7=1273/0.8-0 Max Horz2=66(load case 6) Max Uplift2=-549(load case 6). 7=549(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0130. 2-12=-2405/1335, 3-12=-2253/1337, 3-4=-1852/1107, 4-5=-1791/1191, 5.6=-4602/2469, 6-13=-478912631. 7-13=-4928/2618, 7-8=026 BOT CHORD 2- 11=-10812134, 10. 11=-10832130, 9-10=660/1617. 7.9=2319/4574 WEBS 3.11=0224,3-10=- 556/405,4-10=-235/194,5-10=202/391.5.9=-1587/3217,6-9=-348/409 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph ( 3-second gust); h=25f1: TCDL=4.2psf: BCDL=3.Opsf; Category If: Exp B. enclosed; MWFRS gable end zone and C-C Exterior(2) zone: Lumber DOL=1. 60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified 3) *This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 549 lb uplift at joint 2 and 549lb uplift at joint 7. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply BELUGA CUSTOM HOMES (RC) LOT-10 T03 COMMON 10 1 003 Job Relerenca optional Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.300 s Apr 19 2006 M1Tek Industries, Inc. Mon Apr 16 08:19.32 2007 Peg 14-0, 7-9-14 ,15-0-0 22-2-2 30-0-0 131-4-0, 1-4-0 7-9-14 7-2-2 7-2-2 7-9-14 1-4-0 Sca4 • 1 52 54M I= 4 S 00 12 5.6 MI120: 5. W12Da 5 5 12 2 r No W2o= 10 2.a M1120= 2.--20= h5 Wr2o= 314 W120= 10-2-10 19-9-6 30-0-0 10-2-10 9-6-13 10-2-10 Plate Offsets X Y :(2.0.4-2,0.1-eJ,.f3:0-3-0.0-3-4J,f5:0-3-0,0-3.4J 6( 0-4-2,0-18j L'OADING(psf) SPACING 2-0-0 CSI DEFL in floc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.21 2-10 >999 240 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.61 2-10 >578 180 BCLL 10.0 Rep Stress Ina YES WB 0.40 Horz(TL) 0 10 6 n/a n/a BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight. 132 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3.6-5 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1273/0-8.0, 6=1273/0.8.0 Max Horz2=-66(load case 7) Max Uplifl2=-549(load case 6). 6=-549(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/30. 2.11=-2310/1303, 3-11=2149/1316, 3-4=-2034/1239, 4-5=-2034/1239. 5-12=-2149/1316. 6.12=2310/1303. 6-7=0130 BOT CHORD 2-10=-10462044, 9-10=-575/1386, 8-9=-575/1386, 6.8=-104612044 WEBS 3-10=435/423, 4.10=359/706, 4-8=-359RO6, 5.8=-435/423 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25ft: TCDL=4.2psf; BCDL=3.Opsf; Category If: Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL-1.60 plate gnp DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified 3)'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 2 and 549lb uplift at joint 6. LOAD CASE(S) Standard Job - Truss Truss Type Oly Ply BELUGA CUSTOM HOMES (RC) LOT-10 T04 CATHEDRAL 8 1 004 Job Reference (optional) Randall Byrd, P.E. #23451 2325 Jason St, Merritt Island FI. 32952 6.300 s Apr 19 2006 M1Tek Industries, Inc Mon Apr 16 09.15.51 2007 Peg 1-1-4-0 7-9-14 15-0-0 19-9-5 24-6-10 30-0-0 I 1-4-0 7-9-14 7-2-2 4-9-5 4-9-5 5-5-6 1-4-0 tut• • I50 S{ WIiO= 4 5oar, 7 L10 WrA,1 5 S{ Wrms 7 54 — 201 13 ti 2 5•{ WfA= 7 21 LWM= 11 10 700 2 d10 M- d{ u1p0= 5•{ M01120= 8- 11-0 16-10-0 23-1-0 30-0-0 r 1 8- 11-0 7-11-0 6-3-0 6-11-0 Plate Offsets .(XX, _[2:0-4-2,0-1-8][3230 0.3-4][5:0.2-8,0-1-8],[6.0-3.0,0.3-0],-[7,0-4-2,0.2-01[9 0.3-8,0.3.0jJ10:0.3-0,0-2-12j,,[11:0-3.0,Edgej LOADING( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.45 9-10 >787 240 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.79 9-10 >446 180 BCLL 100 Rep Stress Incr YES WB 0.87 Horz(TL) 0.35 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 144 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1273/0-8.0.7=1273I0.8.0 Max Horz2=65(toad case 6) Max Uplifl2=-549(load case 6). 7--549(lood case 7) FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/J0. 2-12=-2340/1305. 3.12=2180/1318, 3.4=-2179/1359.4-5=-1714/1096, 5-13=-46022478, 6.13=-4637/2464, 6-7=-48102598. 7- 8=026 BOT CHORD 2.11=-10532070, 10-11=568/1388, 9.10=-10532223, 7-9=-2294/4437 WEBS 3-11=-413/421, 4.11=-482f799. 4-10=-276/567, 5.10=1082/663, 5.9=-1318/2719. 6-9=-93206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=25f ; TCDL=4.2psf; BCDL=3.Opsf; Category It: Exp B; enclosed; MWFRS gable end zone and C-C Exterior( 2) zone, Lumber DOL=1.60 plate grip DOL-1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) ' This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549lb uplift at joint 2 and 549lb uplift at joint 7. LOAD CASE(S) Standard lob Truss Truss Type Oty Ply BELUGA CUSTOM HOMES (RC) LOT-10 T05 GABLE 2 1 005 Job Reference {optional Randall Byrd, P.E 023451 2325 Jason St. Merritt Island FI 32952 6 300 s Apr 19 20D6 MiTek Industries, Inc. Mon Apr 16 08:17:30 2007 Peg 4-9-14 9-0-0 13-2-2 18-0-0 19 14-0 4-9-14 4-2-2 4-2-2 4-9-14 eE W1m= 1-4-0 su4 • 133 10 0 5OD 12 L4 WE20. 2,1 unm: 5 5 2 y, a 7 I 1 I M070L 5A M@0= 3.0 Yllm-- 0-2-0 9-0-0 17-10-0 18-0-0 0-2-0 8-10-0 8-10-0 0-2-0 Plate Offsets( JY_[2.0.2-15.0.1-e]_{6:0.2-15,0.1-81Lf8:0-0-0,0-30J LOADING(psf) SPACING 2.0-0 CSI DEFL in (loc) UdefI Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.10 6.8 >999 240 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.28 6.8 >751 180 BCLL 10.0 - Rep Stress Ina YES WB 0.17 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 79lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3.12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-3-4 oc bracing WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=797/0-3-8, 6=797/0-3-8 Max Horz2=-67(load case 7) Max Uplift2=394(lood case 6). 6=394(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/29, 2.3=13227768, 3-9=-1000/563, 4-9=-949/572, 4.10=-9491572. 5-10=-1000/563, 5-6=-1322n68, 6.7=0/29 BOT CHORD 2.8=-582/1179, 6-8=-582/1179 WEBS 3-8=-355/309, 4.8=196/518, 5-8=355/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02: 120mph (3-second gust); h=25ft; TCDL=4 2psf; BCDL=3 Opsf, Category 11. Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 2 and 394 lb uplift at joint 6. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply BELUGA CUSTOM HOMES (RC) LOT-10 T06 GABLE 1 1 006 Job Reference o tional Randall Byrd, P.E. #23451 2325 Jason St. Merritt Island FI 32952 6.300 s Apr 19 2006 MiTek Industries, Inc. Mon Apr 16 08:17,30 2007 Peg 1 -14-00 4-9-14 _, 9-0-0 13-2-2 18-0-0 19-4-0 J 14-0 4-9-14 4-2-2 4-2-2 4-9-14 1-4-0 ifaM • 1 ]J 4 - 214 M1w 11 2.4 MIw11 m 500 Ix 2.4 a4-2011 x 5 2,1102011 a4 MIIx011 e x r Z.. Mmmn a4ruwn 11 a. Mumu s a. wlmuIc 2. 1.V120= 2.4 mm" 9d NInO= 214 MOmll 3,4 120= 0-2r0 9-0-0 17-10-0 18-0-0 0-2-0 8-10-0 8-10-0 0-2-0 Plate Offsets (X Y)_(4:0.3-0,0-2-8J L :0-0-0,0.3-0( LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) t/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.67 Vert(LL) 0.23 6-8 >943 240 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(Q -0.44 6.8 >484 180 BCLL 10.0 Rep Stress Incr YES WB 0.12 Horz(fL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2004/rP12002 Matrix) Weight 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-11.2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=797/0-3-8.6=797/0-3.8 Max Horz2=17(load case 7) Max Uplift2=-394(load case 6), 6=-394(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/29. 2-3=-1161/594, 3.19=-1079/658. 4-19=996/669, 4-20=996/669, 5-20=1079/658, 5-6=1161/594, 6-7=0/29 BOT CHORD 2-10=-411/996, 9-10=-411/996, 8-9--411/996, 6-8-411/996 WEBS 4-9=-166/360, 3-10=-93/153, 5.8=-93/153 NOTES 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-02; 120mph (3-second gust); h=25tt, TCDL=4.2psf; BCDL=3.Opsf; Category 11; Exp B; enclosed: MWFRS gable end zone and C-C Extenor(2) zone: Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) 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" 4) *This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Gable studs spaced at 2-0.0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 2 and 394 lb uplift at joint 6. LOAD CASE(S) Standard OFFK0 WAWA] it I I II it I II I I I it II i II I it i I 1 II I I II II II I II it II II III C)[ t IIIIIII I I• Ii I'i 1 II III II j ----II -..__ II V' J' - I I I I I I I I I I I IT 1 I I I I I I i I i II lt I I i I I V I I I 1, II I 1r A Iljl II vlly 1 I I I! I I II I' I I I C; I PLANS REVIEWED CITY OF SANFORD 1PFF•OUED TRUSS A': HOP Br BUILDER. PLLN5 CUT OUEF n''•5 HEEL HEIGHT : 20 STD BOITC`I TOP = 2x, TRUSS DID DETAIL 140TES I P.EFEF 70 HIS 91 IFEC@s EIZOATI S FOP K2 1'Ta Ci,IFLLA7t7:1 Frz EFACI1T• FEFEF 10 EIODEEFEO DFAUIHGS FOP. FE.MYEtf SMf Ir* FEOJ:PED 2T ALL TFU-SES IRSLL-:N5 TRISSES ZVEP VALLEY FFRI:: 1 KAT EE COVLETELI OECFED S FFFE. TO OE iR:t J105 i ETAlL AI05 F fi TEFJAIE V-Nl:* FEGIIFEIENTS 31 ALL LfiLLEYS TO EE MIXII71GALLY FP.FCED EI EJ:LGEF LIT 1117EPW LOAD EEFFII•L WALLS 51 FLOW Alai; rAY EC FOAISTED AIaIL, FOP eta .TCFI FLLNE::5 61 FLCT 15 DEEF o 'r Or ULESS I07E0 OTIENISE 71 SI112 '.FUSSES rcrT EE MiALED v1 iH THE TOP EEII:, LF I kL F07 1 JSS W4:11-- T3 H SIMP- 'I HLU5 Va-ES: NOTED OTIEF i]SE QI 1E1. FLOOR TFUSS Ydw^EPS 10 EE SMON HR122 IliESS TOTED OT1EFI+ISE Builders FirstSource Sanford Truss Division zy1,! rmeron L wCie en(crd Ficnds :277' 4071322-0059 Fax - (407) 322-5553 I-88191-946-5637 DELUGA CUSTOM HOME LOT-10 5EMINOLE P LILLY-A i Nh• Iq K ' 1i r COVERALL ALUMINUM, INC. FLORIDA EXTRUDERS PRODUCT APPROVALS APPROVAL NUMBER PRODUCT DESCRIPTION TYPE 44.1 MILESTONE 1000 FIXED GLASS FLANGE 44.1 MILESTONE 1000 FIXED GLASS FIN 4.2.1 MILESTONE 1000 SINGLE HUNG FLANGE 42.1 MILESTONE 1000 SINGLE HUNG FLANGE 3136.1 MILESTONE TUBE MULL FIN OR FLANGE HRZ 3,1L36'_1 MILESTONE TUBE MULL FIN OR FLANGE VERT 4,il MILESTONE 1000 SLIDING GLASS DOOR SHIA AS RE'G'D Note 1.c) — CAULK BETWEEN DOOR FLAMHGE L SHEATHING Note 2.4 L 2,dw S14EATHIkG BY OTHERS 1 I {I ll l \/ I OR BY L 21") SECTION A -A SK14 u(ot# 1s) 1/4, MAX - 5H0>t wha uwvuY APKY cmax 1O woe Su (A W SU IN eco a oommm tNw f a o Sm At MMM tNaM 1.4 PARTS LWT TWO BY WOOD BUCK OR 1 HmQ- Flop Fram FRAMING BY (ITHERS ftte 4.b f V> FbfO F m i f -FWV P 4 IW - Pend f X. Pww TWO BY VOOD Udt60-PMW BY 7 Pero Note 4.bSL W) i M 'g a FASTCkERS VCVM G a=- Bea NOW (0) and N! IN UH[ PLANE FQRI1/4• MAX. 10 mjr pa em mod cyalm acm VAM I knwnwet" bad In ~ a17f0 be 01 1N' aibabnr l CLARITY COLT. Hmf iTRIP No= H = FACED C APART ONSN1MSPACEt"Nob gl an t)b 4 oo rd Nor 7 on OrrAV CPPDf1T9 FLAM ZS.I P1DQOt00. wood Taoalna sam.Rer. niinum 7 p. t 1 • 11 Nf a•. ambeerrrt al l•V6 kaa t vo by bw am mm y P) an WI Croft and Nor f an DRDA V 8PLOW100. t-1/8• MIN 12 SVPe4fr PrAo kMrr INor EMBEDMENT N an FI.02D100) at a ff&*MW eerAdnrrt d TA1 f8i am rid Naga B an Draahp Fl OD100. n 13 N YMaad a Taaakla lkmvAm o fir+ mnboonrr of &r u,b ft vwod fuck w Fgr*o. So NOW (R) an Mr 6VWQ and Naga f On Draalnp PLE> Q0100. 9 S.GD. VIDTH 1/4' MAX SHIN SPACE IrI1-1/B MIN. CONCRETE OR MASONRY OPENING NY OTHERS S. G.D. HEIGHT TVO BY VOOD BY OTHERS Not# 4b L W) SHIM AS REO D. Note I.c) CAULK BETWEEN DOOR FLANGE L SHEATHING Note 2.a L 2.aM) PERIMETER J SHEATHING CAULK SY BY OTHERS OTHETtS STUCCO Note 2.a L 2.d- OR SIDING SECTION - B BY OTHERS Sad tl CAULKBETWEENOM STRIP L VOOD SUCK 1 Note 2.4 1. 2.d.D) i t vr WDL TYP.) I 1a 7/ 8' MAX. ill 4H r d 1 its t DIVOTHE S HOOK STRIP DETAIL s xrERlnHi E 2 PI18T SHOWN XrtNISS SEE NOTES (C)• (D) L (E))i ago" or J" Pt 1t ow am DOCIA3149V titramd rr rr+wa.+.ar w... wawr ratir rummp5a. ar ww., s,+Ae.r,tr wr aM+r! l rwnrqre. r. ds,wr+n/M MEOW" w %00880~ Y mmm r w rm nrar riwarneordi. UVAA rw raoWa 8mm uw wwan wr4400r wa Atllr• rsr sror A w oflllf/ rMa No, FL3Q41f1 P" llfMt 1 Of 2 Moarnh Doe Ituurd Dwainewrhau.am ASTDIER ORTALLATTON arArrr PECO 0000MM OF FAITOMIStS N00K reAO COwill TILL (a) amirswrsl TO w— .,or TD TO I TO UPI f M. M. OM "M 7911810 N = 9 CASH COMM OMM ARE IMCM N DION FAC M #^= NSTALMTM MOLES. T• rTatO W *W pHS1ai M N WH M MM I OOIF'q{Iia =m Two OOrt=" aarBYMS Arta ao. Dr W&MA MVU Two toga M eamwa N ou SU OF rrOVUAn M motel& Wr® AMa. NeUU TWO OONC M OMM N TWO IM OF MMUAATM MM. OT L®ANS IL V" TWO OD $=" OMM N ram am OF I %%"Tm "MM CW MPAM MVU Two oONO M $W&M N FOUR SETT OP NBTAL AUM MM& Oe' MEMO. MUU TWO CONCRETE ICAEwI N "A SETS OP NSTAILAT= r A3, Oe' MZ MB. MVU TWO CONCRETE aCR M N SMUM O MVILATC01 "OWL OT MEANS, VWALI TWO OMMM SCWM N SEYSN MM OP ISST/UlATM HOLM L. 00JITIDN OF ADDMW4k oONORETE SCMwa N Ell SNOkILD Be PRIORMED AS FOLLOWS: A: FOOTADMCENr TO MMOCK OR BUR 9111M N SLL. 8: SEOOMY. AT EACH END OF SU NEAR AUG COMP. W NIIEDM C UMAMM N SLL COU TlMN AD LOTED N A A e 1 W M See Gerwal NOW OMwbnp RP1t2010Q Shad 1 & 2. A) NOeMne Sales LOW SMV Glass Door Is Own. Also applicable to Mkstw Safe SW and 20001v'lldlrlp I sm Door. 0) lkewtnp appO tD Non-lmpad Rid Wdkq Glass Dootl oamd wRh f * oempaed gIm See Note M, C) Where nepreso to ffaft panel and'W u nb fared penal, approved mrdlpuaatarts are as Rued on the fastens Installation chart an ( 0) Not all eordlpurtioro Rsted an the fat o chart are shown on this droft, however buMMon aewohs'A-9,'BO Ile Nook Strtp DOW apply to Installata of aft approved =Tgzatoru. E) For pocket door aorhflpurstliM use closest bypea door she and eorfturadon In the chat to the f nislhe0 operth of the podmt door. F) M atte screw wipe dfstathce mea ured from edpe of aonacte/masoray/bloer to centerRr of cortaete screw must meet or erkoeed 2 1/4' Mbdmum she and embedment per Parts Ust. See Note (» repardinp daNatloro. G) Wood or tepplrhq me ew wipe dhbuhoe nheaaaed from a* of wood recdyb the point to r>enOerllne of wood or toppbv am" must meet or e>vtoeed 1'. MWmum she and orhbedme t per Parts List See Note (2) reperd, dedoW& M) AR field arpplled holes In the frame (n required) will be 3/1r In diameter. n Wood screw wlthdrewal values used tD penaete the fastadn0 reiM,eno we timed on Southern Pine with a Specific GreNty of 0.55. See We (7) re0ar" devtatore. thart the minimum rNWroments _ R otesdonelIdeftown accordancew9h the ep able 0 dWV Code and ft&ffW be d Approvied val. m or agbteah3d by'other Deslgh 7/sE' DIA. CONCRETE SMEW WITM 61W tl) Where doorIsIrntall In an opednq with a mes my or cord 6M, uses 3/16' dlertteier cnnaafe saeW of adllderm lergM to addeve mhdmum anbednhed of 1. 1/4' Ing7 rthesonry Dr aorhaete See'Psb L.Ise on Sheat 1 of ills drawlnq forcortaete screw stm, embedment and load ra*dmmalts. See RDR0100, Note 7 for additional concrete screw fwWrements. W See Mo.a butsBstlon dot this sheet for Poem crew quarhtitm and adejwd Insulation roorements. M) DWO one aortaeta saw In each par d factory applied Insfaf$tan holes uadess noted od a w on the fasterna Installation chart M) AltemuM eortalte screw Installation fastener Aunt to back In ell frame member when troth sets of holes are not used. 0) AD rm*Mq Mfty applied Installation fastens hold to the sM not used for oataete screw Installation shall be anchored with OM anchor (see RBOIC0, Mate 8.) far detalls) and s8 wood sum of adRcent length to provide mat. 7/8' In. ernbedmant Into the cc aeta or mmonry. See Verb Usr on Shed L of this drevrtrg fbr wood screw alas and embedment regWrertanb See RE7t201O% Note 8 fair addRforhal wood scan fe** vv ft 08 WOOD SMEW WITM 9MUMRAL TWO SY WOOD f3UCtt FOR MIAD, MM AND POCWf DOOR NOOK XMPr P) While the head, Wft and podant door hook strip Is Installed In a wood apadrn0 with a Itrucbrral tvvo by wood bunk mWor hembo, use 08 wood screws of afte nt lertpth to achieve 1-1/8' mbdmum embedment Imo the two by word hudt and/or RanWq moth" the pobm WH See'Partl Use on Sheri 1 of ills drwlnp for wood anew den and embedment m*ftmedl. See RZO100, Note 8 Ibr KWXwW wood Sam rewmments,t>.tar lS1 Q) See fastener installation dot ids sheet for f8 wood @am regndranmb In hook str(p. R) All rerrol" factory applied InsteBaton fastens holes In the head aid "a) not used for 08 wood screw with 1. M embedmernt do t be factored vAth 08 wood screws of alfflde t length to prwAde min. *7 anbedno Irma wood buck. See Tarts Usr an Sheet 1 ofthls dr MM for wood screw sine and embedment reMArenerdf. See RMIM Note 8 for additional wood screw regWranehta 9) Wood screws shill not be used to fasten assembly Into end prabk d wood. DMON PR[ST, W RATM • FAC CODE COMPLIANCE M 1! er 4press nVoor atka tsrwt Usted In famm ItiMdWmdwtusefastetaqtylistedfornettlargersimfortheapptoprlatedeopn (U j 1rutsOatlorn deplCoed In these Instndlans eaoeptable for dedp preswres to 70 PSP for the wI doM qm shown In the dot Design Presages (D.P.) we posltWe and nepetve. Overall window assembly design pressure may be Lass than that Own In the hsterw quantity leble and shallbe datertdned M accordancewrits Nile 13 of IFIAM100. M Prediction GI0>dlhq may dMer from Met tested as allowed by ANSI/AAM k WWDA 101/IS. 2.97 or 101/IS. 2 NAPS and app!kable BWMV Code. See Note 12 and 13 an DrawtM Rix 20100 for hW a detalb W) Two by wood and/or hfrdnp to be swA* fasW+e 'to baide the load to the masonry, mrtaete or other strumoal aMStrete per the FOC and Me agfneer of recordr OebOs m applkabb. Drewinp No. FLEX IQ See RM 0100, Notm 10 to 15 for ON" FOC Code Coogikroa Sheet 2 of 2 14 CONCRETE OR CAULK BETWEEN DbCb'^KT"'m'aawam'w&a'ro droftaasmmeldR lWaockMIWWl*Ml°r"i°' ONE BY WOOD onc"maar Lr_ coavrre Tor tiwood wr,"a add and Vdkae, dh,card ad?W* 1,o acdh•r edr d•90 BULK BY OTHER Nj MASONRY OPENING WOOD BUCK L a c,r-a,ed,I,d.a,aa,andc,a,,,da„der„a,a,ua,aem,,s.a.a,vVA.d. NOTE 6 L 7BY OTHERS MAS'Y. OPENING ArCfadow Wmwl. rKommoman pr ko dwq udomaarm pird maomeucn BY OTHERS ® am rod condor a wo tv expo emeDed a r area. CAULK BETWEEN B.W. t_V4, rma WINDOW FLANGE ( BUCK VIDTM) 3-V411NT L WOOD BULKa . 1-1/4' MIN. ONE BY WOOD INSTALLATION ANCHOR EMBEDMENT BUCK BY OTHERS 3/16' DIA. TAPPER 0. NOTE 6 L 7) (NOTE 12) p . INSTALLATION ANCHOR SHIM AS REO D.Anchor, . 3/16' DIA. TAPPER (NOTE 12) 1/4' MAX. ® L.tbn STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL II GLAZING BEAD ILII WR (TYP.) WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. PERIMETER CAULK BY OTHERS SHIM AS REG 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) ( SEE NOTES) BUCK HEI T) FLANGE TYPE WINDOW FRAME SILL MIN. CAST SILL v . BY OTHERS SECTION A — A FA W' W.. VIEWED FROM B C EXTERIOR D E B B W.H. F G LH I A -.,•1 ELEVATION RIGID VINYL ( SEE NOTES) Attire GLAZING HEAD TYP,) GLASS TYPXSEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK PERIMETER L CAULKV. V. HY nTI,CDC WINDOW WIDTH) STUCCO BY OTHERS CONCRETE OR SECTION B—B MASONRY OPENINGBYOTHERS o. O IMPORTANT INFORMATION llk GENERAL NOTES These rotes are provided to er(wre proper installation of Florlda Extruders MBestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MA: ALLOWABLE SHIM STACK TO BE 1/4 2) USE SILIODNIZED ACRYLIC CAW( BEHIND WINDOW FLANGE AT HEAD S IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK 0 APPROVED EQUAL APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT FRAME SILL MUST ODMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS LOW SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE RUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Anchor --I Location u ° ANCHOR INSTALLATION INSTRUCTIONS GENERALt 0 CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS CONCRETE 13R MASONRY OPENING BY OTHERS 2X4, 2X6, 2X8 WOOD BUCK BY OTHERS ( SEE NOTE 16 L 23) ONE BY VDOD BUCK BY OTHERS OPTIONAL) (NOTE 6, 7 and 16A) INSTALLATION ANCHOR 1110 WOOD SCREW (NOTE 16 and 16A) SECTION A — A (ALTERNATE) For installation with two by with or w/o one by wood bucks. iUl , B mop 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BllCX IS 4- FROM EACH CORNER AND 8" ON (ENTER. USE A HARDENED'T-NAIL" WITH A 0.097' DIAMETER AND 1 3/1 LENGTH (S/ Br EMBEDMENT), A HARDENED 'MASONRY NAIL` WITH A 0.148r DIAMETE AND 1 1/2' LENGTH (3/4' EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/ 8.8, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN I I/2' THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THA I- NOMINAL ( 3/4' THICK) AND LESS THAN 2- NOMINAL (1 1/2' THICK) WILL REQUIRI NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF OORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR TH ENVIRONMENT AND/ OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER 9iALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16- IN DIAMETER 10) WOOD SCREWS SHALL MEET ANSI 018.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: 08 WOOD SCREW - 1/8' DIA. PILOT HOLE & #10 WOOD SCREW - 91W DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). SEE SHEET 2 FOR CONTINUATION OF NOTES) EVI DESCRIPTION JDATE D I te' wlm 1AGna)1 v2/o4 tN Ammorsmn. No CKQ= IN OUANTrn'. E LoomAR6iD ( xsts,LOGTIONT" .droOr17/29/04 G FLORIDAEXTRUDERS' i5a0" contncATt OF AUTHO QATx)N No. Sus SANFC TnU:INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000, DRAWN BY: BB I APPROVED BY:RJA DATE:7/ e9/04 SCALE: NT$ DWG.: FLEX0016, SHT 1 OF 1500 L 200 1000 SJL 1 X 2 X 1/8 1000 S.H. I X 2 X 3/8 ONE By VOOD DETAIL C JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MULLION •' BUCK BY OTHERS CONCRETE OR MASONRY 1 1/4' MIN, Q BY OTHERS NB x 1/2 SCLf SO X 1/2 SELF EMBEDMENT Q Q • TAPPING SMS TAPPING SMS CXM I SEALANT KTVCO( SEALANT KTVEEM INSTALLATION ANCHOR 3/I6' CIA. VINDOV FLANGES VINWV FLANGES TAPPER SCREV ANCHOR(TYP.) L MILLION 16 W 2 X 4 X 3/8 08 X 1-1/2 SELF S8 X 1-1/2 LF EXTERNAL MULLION TAPPING SMS TAPPING SMS TUBE MULLION INSTALLATION CLIP SECTION A —A (1) SECTION A —A (2) TYPICAL MULLION TO CONCRETE 0 !jgQMULLIONAPPLIESTOHEAD & SQL WHERE 1 X 4' 1 x 2 7/16 X 1/0 1 X 2 7/16 X 3/6 1000 Sx 2' X 4' TUBE MULUONS ARE VSEO) low S.H. TUBE MULLION I000 S,K TUBE MILLION JAMB (TYPJ JAMB (TYP.) JAMS (TYP.) for alMmoto w L:TAFING p Wk, Wme U DETAILY It to IGmMblRto INSTALLATION ANCHOR wra1rotaUaion CUD' 3/lb• OIA TAPPER48X1/2 SELF 06 X 1/2 SELf m Aq n ti Ond C SCREV ANCHOR (TYPJTAPPINGSMSTAPPllttiSMS FTT (With or W/o buetdnp), SEALANT KTVEEN VINDOV FLANGES S8 x 1.1/8 SE t0N TAPPING SMS SECTION A —A (3) I x4 XI/8 TUBE MULLION low S.H. 1000 Sx JAMB (TYPJ JAMB (TYP.) 0B X 1/2 SELF 1 TAPPING SMS V ALANT BETWEEN NCQW FLANGES 6 MULLION Se X I-V2 SELr TAPPING SMS SECTION A —A (W we X (- SEALANT KTVEEN TAPPING VINDOV rLAHMS t, MULLION III) X 1-1/2 SELr TAPPING SMS SECTION A —A (4) rI x 4 X 3/8 TUBE MULLIONON x 1/2 SELF TAPPING: SMS SEALANT KTVEEN VINDOV FLAIWAS t RAMON 08 x 1-1/2 SELF TAPPING INS SECTION A —A (G) m 8 SELF T SILL CLIP Q1 1/4' HIM. EMKOENT PRECAST SILL BY OTHERS d'OR ADDITIONAL ANCHORS, UMCM RCOUIRED) 0 D MILLION INS (TYP.) \— DETAIL B ObEVATION MEWED FROM EXTERIOR FLORIDA EXTRUDERSINTE2540i1i M LANE TmE, ERTICA00/150 ONLANGE NS SHEET 1 OF 2 SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAn BY: MSH APPROACD BY: WAB N ' DArr.-6/ 1 /04 Sf!kMe NTt lnwr - I vmrI r. r1 A A TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAM SIZE SIZE 30m TO 40PSF v1.TO 70PSF 41 V TO 70ry 12 I8 I/8 x 25 8 B F,G F,G 13 I8 1/8 X 37 3/8 8 8 F,G F,G 14 18 I/B X 49 5/8 8 8 F,G F,G 145 18 1/8 X 55 1/4 8 8 F,G F,G 15 18 1/8 X 62 8 8 F,G F,G 16 18 1/8 X 71 B 8 F,G F,G,H,I 17 18 t X 83 a F.G F.GJ.X I H2 25 1/2 X 25 B B IH3 25 1/2 X 37 3/8 B 8 F,G F,G 1H4 25 1/2 X 49 5/8 8 8 F,G F,G,H,1 1H45 25 1/2 X 55 1/4 B B F,G F,G,H,I 1H5 25 1/2 x 82 B B F,G F,G,H,1 1H8 25 1/2 x 71 8 e F,G F,G,H,I 1 23 1/2 X 03 B s F J K F,G,K 30 1/2 X 26 29 1/2 X 25 8 B F,G 30 1/2 X 38 3/a 29 1/2 X 37 3/8 8 8 F,G F,G 30 1/2 X 50 5/0 29 1/2 x 49 5/8 8 B F,G F,G,H,1 0 1/2 X 55 1/4 29 I/2 X 55 1/4 8 8 F,G F,G,H,I 30 1/2 X 63 29 1/2 X 52 8 8 F,G F,G,H,I 30 1/2 X 72 29 1/2 X 71 B 8 F,G,H,I F,G,H,I 29 112 X 113 a a F.GJA F.GJ.K 22 jo 25 8 B F, 23 36 x 37 3/6 B 8 F,G F,G 24 36 x 49 5/8 B B F,G F,G,H,1 245 38 55 1/4 B B F,G F,G,H,1 25 36 x 62 8 B F,G.H,1 F,G,H,1 26 36 x 71 8 B F,G,H,I D,E,F,G,H,I 27 36 x 83 FCMIJK 42 26 42 x 38 3/8 41 25 41 x 37 3/6 8 8 8 8 F,G F,G FG F.6\HH,1 42 x 50 5/6 41 x 49 5/8 8 8 F,G F,G,H,I 42 a 56 1/4 41 55 1/4 B B G,H,1 F,G,Hj F,G,H,I 42 x 63 41 62 8 B D,E.F,G,H,I 42 x 72 41 a 71 8 B G,H,1 D,E,F,G,H,1 IJ 48 x 28 47 x 25 8 AC F,G G 46 x 36 3/6 47 x 37 3/6 B A,C F,G F,G.H,1 48 x 50 5/6 47 x 49 5/8 8 A,C F,G F,G,H,1 48 a 56 1/4 47 x 55 1/4 8 A,C F,G.H,I F,G,H,I 48 x •33 47 x 62 B A.0 F,G,H,1 0,E,F,G,H,1 48 x 72 47 x 71 B A,C F,G,H,1 O,E,F,G,H,I 48 x 84 47 x 83 8 A F G K D,E,F,G,H,I,J,K• 32 52 18X2S 8 A, 33 52 1/8 X 37 3/8 B A,C F,G F,G,H,1 34 52 1/8 x 49 5/8 8 A,C F,G,H,1 F,G,H,I' 345 52 1/8 x 55 1/4 8 A,C F,G,H,1 D,E,F,G,H,I 35 52 1/8 X 62 B A,C F,G,H,I D,E,F,G.H,1 36 52 1/8 X 71 8 A,C F,G,H,1 D.E,F,O.H,I 37 52 1/8 x 83 B AC F C J K D,E,F,G,H,1,J,K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. IMPORTANT INFORMATION S GENERAL NOTES (omit) ANCHOR INSTALLATION INSTRUCTIONS (conQ 3/141DIA, TAPPER CONCRETE SCREW (WITH MON-STRUCTURAL ONE BY WOOD SUCK)f 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NONSTRUCTURAL ONE BY MOOD BUM (NOTE 7), USE A 3/16' DID. TAPPER CDNCREI SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1.1/4- INTO MASONRY OR CONCRETE 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LITTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERI TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANl1F1CTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by EIM TEXTRON LNG) OR TITER ft SIMPSON STRONG -TEE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES 1) 18 1/8 x 62 AND (2) 30 1/2 x 84: 6) LUITT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUM84EMS AT LOCATIONS H AND 1. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH t8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. D18EDMENT INTO WOOD BRICK. ili- I&E-) rPCV EXTERIOR ANCHOR LOCATIONS) A W. W. B 0 J W. H. F LH I / I ELEVATION E K 010 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK - SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION 8-8): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE 010 WOOD SCREWS (ANSI 818.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1.3/8' MIN. 84BEDMENT INTO THE TWO BY WOOD BUCK. 16A) IF A TWO BY & ONE BY WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION B-B), THEN •10 WOW SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.3/B' MIN. EMBEDMENT INTO THE TWO BY WOOD Wa WILL BE USED AND THE ONE BY WOOD BUCK WILL BE SECURED TO THE TWO BY WOOD 81" AS REQUIRED IN NOTE 6 8 7. 17) • 10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. G DEIGN PRESSURE RATING S FBC REQUIREMENTS 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-MUCTIAM BUCI INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ D. ZO) INSTALLATIONS DEPICTED DI THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SUB SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NE•GATNE21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13W GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707. 4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND L707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND IAMBS TO BE SEOLIRELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTTER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORDS DETAILS. FLORIDA EXTRUDERS isao ctwnnGTt OF AUTHOEUTKM NO. 9235 SANF INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 8 20 DRAWN BY: RJA _APPROVED BY:RJA DATE: 7/29/04 SCALE: NTS DWG.:FLEX0016, SHT 2 OF 08/1.0/2006 12:2A FAX 1.8884782254 JELD WEN Wedon•e"_1 Al 101mi 0119 a MIAMIOAOE BUILDING CODE COMPLIANCE OFFICE (ttr.C'O) PRODUCT CONTROi. DIVISION OFFIC011t NOTICE OF ACCEPTANCE NOA) Jeld-Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 G MIAMI-DADE COUNTY, FI-OW-DA METRO -DARE FLAGi ER DUILD1NG 14U WEST FL,AGLER STREET, S(JJI,E 1603 MIAMI, FLORIDA 331-10-1563 305) 375-29(il FAX (305) J75-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by'Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miarrri Dade County and other areas where allowed bytheAuthorityIIavingfttrisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The A'liami-Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this luroduct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Atli may inunediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. BOR.A reserves the right to revoke this acceptance, if it 1s dctennined by Miami -Dade County Product Control Division that this product ormaterialfailstornecttinerequirementsoftheapplicablebuildingcode. finis product is approved as described herein, and has becn designed to comply with the High Velocity HurricaneZoneoftheFloridaBuildingCode. DESC.RIPTION: Series "Jell -Wen®" 6'8" W/E Inswing Glazed Insulated Steel Door :w/wo Sidelites APPROVAL DOCUMENT; Drawing No. S-2195, titled "Wood Edge Olazed Door w/ & w/out Sidelites lip to107" x 6'K biswinb Unit", sheets 1 through 7 of 8, prepared by R.W Building Consultants, Inc., dated 12/14/01 with revision 3 dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Cuunty Product Control Division. MISSILE tWACh RATING: None LABELING: Each unit shall bear a permanent label with the: rnanulactiuer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has teen no change in the applicable building code negatively aflccting the performance of this product. TERMINATION of this NOA will occur after the expiration slate or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eiidorscment ol"any product, for sales, advertising or any tither purposes shall automatically tenninatc this NOA. Failure to compiy with any section of this NOA shall he cause for termination and removal of NOA. ADVERTISEMENT: The NOA number prcccded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If ally portion of the NOA is displayed, then it shall he done in its entirety. INSPECT'10N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site; at the request of the Building Official. Lliis NOA revises NOA P 01-1224.04 and, consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. NOA No 02-1211.16 a _ Expiration Date: August 15, 2010 Approval Date: .January 30, 2003 fake• I rn0 0 CJ OO 91J ACLU-wt Vu Steel WOOD EDGE. GLAZED fN.SULATED 37E;L DCC% INSlY1M 6-5 UNITS yy,'; •A:OU7$IDELf7E5 I'• T)JIS ;RODUCr IS oulr IEL' TO COMPLY I'ATH THE ^_.^:P.;OA BL^LiV•GCOC. IY WC;-\7 GOCKS By OT'r+ERS, JAU-ET 6E=sC:JCfJED FPO?EaLY TO ITR4N5FER LO.JICS TO THE STRUCTURE. J• ?Rxi:CT F.4'CHORS SHALL SE r.S LST:D ANJ SPA^E7 45 S OWti OJfE7AILS. ANCHOR FLfBF.DILJEJ:r +0 EASE 947CRIAL SHAL1 BE 2YONDMALLORECiLVCORSTUCCO. e• LFSIf-JEO PRESSURE RATING SEE TAELZ RACE I. S T.Lus SY-TE.1 Nu-4jDu T-JE k,_-,E;? RcO,RREMRfr.S.-OR "H;GH1'ELOCITY HLIRWx-A;E ZONES' (SEE NOTE OESIGN FRGnJRE CHAr?T) 6. TR.IS SYSTEAf 7EQU!PCS rViND90RNr- OEBFIS E)CTV;N'AL PRO.cCTIpN ASrWZrc?'BED PI -7EC77ON 1625.i OF THE ILORIDA EU:L0WG CGCE. 7. N_; ARE Alt G?riL CF) G 1R.ii TON. V AN7 ^Av 'E USED W A $'J IB OR ,77U_RLE OAF) IrIbULATED STr-L to all frame candii 74. 5• GVERALL VAX. :RAKE W/C-. - 35 625' ikV. PANEL l'IDTT, -}- 36, J,LAX. WIAS7RAGAL I P/.NEL VADTr+ 70. OVERALL xRAz. FRAME mrTN I_ 36" IAAX. , r sn-als 7 _ .. .,r... --- ".NL A U I ... tz Cal,Cmtrd sieel Sa. (C.02') minimum L%;r rtc.3. ShT.3 gym' fd I, vela s A-525 conmercidl auc.5h - AKGG 37 5" DVERA Y trenyth Fe(ave.).<75)- psi per ASTM tie0 ifh MAX. F.RA%f 07.. 9VERAL A1A: J . S 57' need I E WIDTH ra Iis tv ire with t.C' b !li fbs. LYrsily, by Jed -Nan. hr. j r 36. E L MAX. Sc , Vi *0 ! CAMEL W'ID H Ie9Lt;1 Cd_ ns;ryF'iin rc r;rJa: The ar_'n'e and ira[Inr Donets Ire ca,s.'ruc!ed If PANEL WtDT,' ' a' MAX.I w/AS?.,yG.1L UIte246.a. (0.027 min .,t jCr7beri3fi overti,e L P and bottom ';s, rheheatoo rail tcaryist3Ao hottttoms aNEL {yfDT?•' '1 •.y` t1 . mecsurin3 Lol' x 1AJ," 1 =7 Y Istec' me ' nC !attain ml is tall Jw•Tr.ed 0.021' goF.ronitea 0 os r;ng ;•E7' The sides of the face sheet are rsU ir.I: meL'r1 latch s!,:e and oan7er:sa P.ne hinge.art*Kd - -' Y O'. Tie rlyer,or C.}, I• sb7a Which measure 7.57' s; 9 ed xdh oaMryrene. Ike fats Si•eeL is giJed h Ir 421.125, I U -s the :ro styrone. Tha PCrris are routed to rmetm the COL 0 z I 2!.12e' Ior Trrrrty live frames If • I•+n ,railsareWHOwith0. 125' UaX. j ored glam Cr. I.p' y0- g!tm. nefile ;tarot: are we: gored Cn he :,,rlcrior. tx: , r I; '. VIG7r4 Soi` "an;INe` I:on rf The scsh is cast-ucteC Iran. /9 -or f•!A:(. ' y tea- <<C. eD.027' sl aP a r e:.'Id the ! dges or t.,a face sate! ore br.,t 3C ever the Yyy_r.) Try i 6 S` ar, mcrgLea : o it -'The sar`es arc rou!ed 'n receive It, 0,'t or T:rgityfileIrene. F4 un;ts We glrzed .11h [,:25' temaerie glass r r o I1.0 : ns. temper{d any 'he rite frames are wi x 1 a`^e ConsVvfrn he lrarnen are e•rrLatr eted from Pmr, erasa °Ae Jart!rs y Lt Ae, gam i•1`` :he bead icmbs ure "O"fised arks t,tt idinm :C ` r ,r t' and artachea dPr J 1SG,J. o use r, sl c i O ,e r 7/ t5' craxr. Muc stap'as I p IN-ACTIV- r V o a.Juctcbfe cfvm,rur, tJue-held peas 4.352• r I I;J•. r I °, tr J1eid $ at! oeyed la Eke f:emc •Jh (Jj :6 a. 2• r i' a I ` 3 tiro Westd1: 1 U= TALI OC.L ;,T=tJT SINGL•: 1 .- 4 'HEM'Jep CV r` _ OESCRI? TIGV_ Il-`N(T U EE Ccia A I EF;. ;. ITC ,t• JC. '; ° :T:Q+r _ _ _ OEiIGN aL—"-... tFPn A ? FRCS -•RE RAT{Vi r, F TIrINS_ § Il- 9F AI" 31 7r• n+l• bSCD .r-- . HORIZON -A —= AL _ ^ta ,u n rnr.attvE t7•,c_' L ^P•7y. 5 S- ks+ r wa;J :wr u racrrcro .rrmc+m n J r ww a ra- 00 iMGR12.ONTgIAft .-Cru'1n5 VOTL i : n +a m a U.rr.. . I.v,rn s .ca:Ja v wJe iaJ .ua R""9' K [acC y urrr a naao.e 3 y •'N_ HORIN^ r tiv -L11— ya I _GCaTrGNS8 _ TAi i 6 a1C1i0RINi: LUCA7IC•iZ _ - ___ UNIT TYPE _ r'Dg!7,•_ NEGATIVE L 7 IUNITCOW?CNEW -- { SA\O_F A C7-Sri W%ny11 UEir.0 e0 S ON a;P,-E p,+V1 . },n 0 st La,Nc C._INLS ! ',.vR CUvFON_taTS P -50 Ops' r' I SIN3 F 0?,JLTi '/fr- S-R.AC- WLrS Or AC'1YE >aY• -- L +ESO st-55.0us! 0 c 0 0 NO . go0 , 15. 5- MAX. eD,,eA1E la" , MAX. PANEL Lvf?r. 4 c1 Lj C X C ti C; m u ItJG N' S. L^f_.'TTa r t 17 rr7rl.lE '.Y: D i?+ tn" PANEL 1410r> I = o c q i 5" J, IAX. g w D.L.O. w g i ry m V- 2a --- A: L,I rI 11:F- Eaicc e'._ AKS. • mac t:' 3.557. 919a r1:ODUCTREYISED ! ' 2y t </ m rmply4-uh ae, Ie lea s:!L•, N75 uldlt A'd Aswlle AJea 02": ZII.l C,•L. y'. ate; Fsy/rtHr, Rab' cat tr' r'N 2,2_ O O 2 G 1 Ci I I•-_--I._ 14 r r /1 Z I I 1 I { M1a 44 SEE .MOTE 2 zifr. • c SEE CLAZUC i 3 OETAYS SHr. 6 ' J o 5 a FA. itut. J LQ Cr i m n W cc AErIL N r)GOa co. -Ar1.L.1'a f 0 N O ON • O 20 OT n \ a • a o 19 SEEKOTr\ 7 sl•rT a \\ t' S1 I SEE NOTE 7 SYr, SEE NOTE v 5 tic 7 b 27' k1ft TE11P. 3 GLASS T,iK. o_ FAA - EL I a a 3 C L CAL S10Ei17ESw5h ASHITY DESCADnCw AutE3u 2 II ;/ a{ 1 fill nh7A h 516FCNCVrnFk4) III• r I NE a 1! r I _ A N 9D..u9 _ H _ A LISCv Llt eyr CCLH FMVa d0 AA'L I. £J IS , , L2r MIL 1.n, ll^_ 9 r .Iql A I I 10 7I F m cx r OOOf! Nt1 i 411 :.67 , I F IAAI 2 1 I LK I J CCGR KTtf '.'3W E 1.6 a 1-- t t - •art YN W wi t- M K 6lDCK I. 1 a,;;2"r ' Noes r u 15CA fF1Y 1 L --gi LTSlAE1ic t.e I. 11". e m BI w.D-Yi.4 ' fAsAM wa a su U-K M Y MAi Ul .25 IA+17(. Ie hoop 121 K11pc SERI KHOO 122 Kw.- KSEr n7AN )On SEItES c r SOL' a M L -LATWwO SCP cTEE I. j6 rR d11w[ D ALl11iL ZE T s II j9 WE CA CFL WwN. Nf rOL _ Hill. 7 NSL 0 LO!Me. 8• ! 8" A" R I :Orr SIUC71Jf EEL r1 A. SQ L M t- D r° .62 I I M I . MLAG K. 51 JS 4LA6E L B_ 6 RSytIHC •fVTE • Oki 5 J PER S • 7 F-C nvr 1 !J GLASS , Cm :v Dr1RRC -'_ POAY?R e' PANEL aC.& INE!/ c•L e'• IC rtNLI -RAM 1-STL•L Al 1 HauU1 _R G - I • A• Kr108 . ri R£TA{. Sr S I c, TAL E LI NE Ell,SERI rYYIE I G7A55 Na nJL II!CGIAAI-c6- 1 _ I A6 e , 2 s z a I Z 1 2 ;Ar'CQV 47 STT 16L: A oP. i1 IkW NAP )/a L L A DLt I 19 16 _ ikbl D rU +%6C: AIk T AL;yy C OQ/ 1199 {ICJY 1 1 10 t l .IIRLA+S M Ai StWO7 -• - 10 , 7T.lU. 11—FU 5 ADr ffE (iAYLE1' TJMf7iaR ./Z QA`.5 Pti 4 1 7 _l;-AATYP'P A£fNi ClA:SBI' IF,T7l'/.1W1c LrlE \e'1—Yt 3Y IRMire0R1GLAjj - - 1`S b lI "S,'L,= CLASS Br 'ROvr AW,E r-- 1? 15' 9197 ILL 8 1 FRODIICTREVISED1C 12/ 1 S1C i m eea01. ttb Ih. r1ill r Spyr .T D-. SSrhCoo1 •A er %YLN EtOhotky OIk 1 Br I1 W G4YGr!.; ,: J 19us1O snC-W S- 2:95 71' F o 'SFE "Or, 2 Lft. 4 INAM"r J JR-OIE A-31 '"rAL RrTAwre ara is BDL Is '07AL (2) BX L aTOP & (2) 8-0* L. ok 0 WT700 @—" I?f maff'Ki- Sa OrSrN PWSSLRE CM V 25* uu SptW TIM. I 25' U". 15' WN c- S,w t Law 27 IJ F710 kL.S.U.P,FL 0CE SEE Rp 1. 245* uuh. EMS IC2, SCE NLI'r 7 skT. d Lo C m U fL DC z0 Z. UPUCT . sm th". flwid F- 02— lamy, p NO 12 f; m L' f h ZI s 12 7 SEE' VOTE Z I <7 ,/; L ENT, n SEE NOTE Za ShT. a SEE NOTE 5 SEE NOTE HT. A S.W. < Sir :17TE T" Sli. f RR' R 1 AI a: zV tn 7 SEE NOTE Z w' doAO SHi, a O IVT R SEE NOTE 2 Mr. e wC'ES. U SL.iDEUTE TO uTCN JAMB Tya SEE DESIGN PRESSURECriAR* y 1. SPACITJO FOR /9 , I- FI-H SCREW ATTACHING THE YJINOJAwl?. •U7RAGA! r INACrIVC COOP. 5 A< `0!LUwS. TOP DOKN; L0". J.0', 5.0' d .g, •'0 rHE 80TTCi.J UP: T.0', J.0-. 5.D ZD.C" 38,73' 0-. FROM n.rco 2. SPACT'G FOR d8 r 1 I/2 P-ISCREW IS AS FOLLOWS: TOP de BUrr?N: (2SCREWSID" IN ; EOM . 0-. ,. 0- 3NT)L CORIJER. FROM THE TOP or r4E) FP,,u E OOIv JpO•v THE SIDES; '.0". tJ.0', iE.0". J9.0", 52.0" k 6J.0' 1 ecACtvG i0 k,; rj Tit • vTo ]/A' L. ArrACHINO THE OUA4TE.R ;?C•UND TO ihECJS10E:IiE 6 vLLOwS; TO' h B0T70 T; t. MORE KVL IN THE t11yr;LE SIDES: 1.25" FROM" IV FRCW EACH '"CRIZONTA! COR.NER 'MTM r1) 1•.'E F El EACH £n'D Y Slz .MORE EOUALI T SPACED 0•YWaW4EVf17ACMINGT•fE STRIKE P;c TC 'Y.E 24A G 'HE V'J:ON'CSr. ` N AlTp C41nG THE STRIKE PLATE TfaANDCRNE ., a A,\D ISDELITE 1A4 ASPACING . 95 . 2. r?I wo?C SCREW. 8 T7FOR !8 . 2.5- Pr" WO00 SCREW A,:ArHlvc 'r.E ML';UOti'S iOGE';.+ER ISi '41,L07 (t) Sc-[.WS ?.H C4 vE!T1CAL CGRNER MITI-J (c; .1JO4F SCREWS EOL'A;!T ccAL:EJ, 45THETOEL'rE ;S SE E rACu YE TTCAL 411L LION. L_RcL wr0 THE 51DEUTE JA J8 'WITH S:,ICDNr .4VLK ON T. P r7 SIDES i 3/a' J/B' I/ A RDL'NC do 8RA0 TR11T fAX J/a• ` wr•I AI:ACH,NG "E ,4n;GE TO THI JAA19 AND BUCK USE EIO ,• 2- r.-H WOODS_RE'. :1-KFN A-. AC•4I•;r :HE HLvrE 70 THE JAMB AND Sl /t0 x i S/.t' PF4 WCOO SCREW. CE IT< :AV9 A' THE Mt L_ON JSE Ni.-MU A LLICITLr^. B ISAa.-rED 70 •?HE I>RESSURE TREA,ED 7EINFJECE1dEN., 'NITH f;E, ;f A SPACED AWAX. Y 12' O.v CENTER. 7 S? :a'G TCR :TE.0 /57 'iC :?- SCREW ON r J. N f" Uv THE •`iz- mwk UN f"E SIDES (a, AT J.2. E DOOR VTE .ERA HE S AS FOL. Qo 11275' S,A 2] 15'- •'HE 5C9EW SPACING rOP, IOr B eO3 CM .!WnW7AIGMT TOTt&TV (Bt2T"32r• n .71: THE SIDES ;5: AT Je5', In05`c5-. Y' S DEiITES IS AS F•-Z!LOKS: rROU THE tip DCwr• S 5.:.4EW A- f,4J75 •• :2.J125 •. .5E25' & 52.525•. T.4E rOF ,4ao cC Go cnN 1. IS- MIN ElJP. 20 15" LJ1N. G LIYTE451NK od I i II a7 SEE NOTE 'I25" MTV , ` _2SrtT. < 32 SEE . NOTE 5 SHT Dr11704TA FRCS$ c r-IOV AT -,O IT r P'P r SNi, a z 14 . 13 J9 1 v i SEENOTE SEE NOTE 6 1e7 Z SH.- 4 SEE NOTE J SY,. < e Ar SIDE! GE 'O HW .F eAtJ TY? SEE DESIGN ? RE55URE C`1ART I," -era X SEE ,NOTE 2 ti u` SHT f7h rJ a IIL a n.w 31.)5` 9.9107 surN. i, S, r - PRO CLvr RE Hal A=z> hsn• Ho R-P tTep Ofr. CY,w: yr t s Jr. o _ 7L s CJ SEE OE --AIL '.' SxEE; 5 SEE DETAIL 3. j C SHEET L 51IEEf 11 I I I I I` I 1 ._ S.C" 6.0" i ` J c o I J. OTyp r III i ^ai I SEE P1 :?n 2 r0zo SEE DETo1L I DETAIL 1 3 T C o II r r.i =HEM - I n ± J SH' L rJclto lP. i "SEE NOT:, J aSHT. a 7T I 5.0 Ti c e - I c 0 TYR IL, rYP.. T4 I 4 R yI IJ.— n U i4s E DETAIL J^ } K Sri 6 0" - fJ Zd r D^OR AN HORI JG L 0A7t 1raS = I 3 F.i•-I-VINO IkmdS Y DOOR EE KjrE 7 SHT. _ L SuRFACE d 7 A,' F KFAJ S?RFKE PLA, 45..4ACAL 601'S rr c iP.1ri1 r a,E OF I7ONALSURFACEROLrSTF,dE . ATE VE r.CrE 6 SHT 4 I" _ nOTE9fi, n^:!F of ,ice T:1 .4v.B5 SE_ :dO E 5 Sn?. 4 ASTP/.GAL RI;JAINER 5CL' HOLES .VUST aE :KILLED y:rOI1CH THE 14F.ES40! p Sc L'.i0 TF+F MASONRY Q OEET ENOUG.-1 FOP A 2' +H.RfJA, IF j o SL'?FACE -'CL-- W.,114 ADJAINE/eEp ASTRAGAL4E?AINEF. 5ULT HOLES S O"1poN'A' S LRAPT f.O, T 57aIliE FLA7_ 1 5 I I IIi 4 72 SiFNE PLA!E TO Rihli,'aM$R ASTR4GaL PCODUCT REVISED ix t,; rove F, kitI SjG- a LSSL:J .trfT,i I !1:.573.915 u.c e+IVL.ti Cti..i M4 -II scr —iaR ';r' S• i=7 5 L rSEE OVAIcCSN«i 5 fi 3- 3 3" 3_ ` p- SG OEfAIL 0r 4 V/ I !mac 4N -, '' r n c of N LEICC N 4 cc 00I i SEE F .`, SNP_? i AUUUtf REYL56T u "-:! mla .cp me vio. AajiJsyta n C j Ccl Cartl I ' x cc EJ n 2 n z3c-$ 2 _ a V J LO C'+ U 0. Bu lOv+ 2; Q5 6 or O 0 0 O J a' a1 4 IT 4 I u'STA6 ' M Y/iN, ilvS lC23", 3i iVntF .7 ` WALL -,"K ` m 4 A ,n;S:A31= IN t51N r W/SirELrr 501TOS! SZAL J or :uPEnIAL .CS:' WALL ihY.. 1 37 I 7 )r /I M : P I] 11 R t y r1—_,S,T1J,F l L 1.73" ---I AOC c T [. r CC'G[ CAP I'r •f 3.0" I ;.o' f— !. T IASTRAGAL HAS r2) 9 .0" L. r .312" J1A. 1 1 aOL;S A T0O P 1 I DP.ILL ;RUI FOR A jr, t — F^1767" T RI MOODr ORILL TRU FCR 3CFEW 2-LCS 357" CrA. AS iRACAL ASTRAGAL AMll L 26 . R-TA:NC' 9CLTS WR68d T-5o50 mg I c1 I lur VL1a WIN aMISER WWPSfl I S 41Kc. Fi 1i STEEL cLATE N x - N yr rorp3 '_i (I' 75' ST:F, tir nfs_==' N C'] N ri C 156*' —sr c sx w- IIi;OCR__" O a 055 PMR WALL TYP. L 4— 09'.. ' 1 4 • j [ OCCA -I Gr J9%" iY.X. STEEL oY-v:CEF. n1A. •AFrEs tv_o s-ems 613.E54I.al9, PRf+OVC-; 1114vLSEE, dn. I Z/ , 4 C pc>`t .ne<.1tixn, wa.E: 11)i5_ Rv! Caul v 2!- to HP PCI-t°-RQPOLEN5 7HERM.)FI_-aE-SOFM•7JS I, ASS F.%AMF r-- 2 43;5* LITE: Hr PCiLYPROPOLENEE 2t SS 17R44E is;m 1. 7 5 2.52, RINTY LaL LIJPOY EU-5:D7 12" MASS c5z- 1. 75 RINRY rT F.Xir- WPOY EU-5007 I" CLASS IRA.'.'E 29 125- TEMP. GLASS SEE NOTE 5:F )ES,Gj PR 3SURE LL. cli M C-4 O cli 51 L 'S 75" AIR spa,--r Y/ • It 57-CEL (NTERCE1, SPACERlN 5" GLASS NS:'LATI-0 TEWEDERED ;LASS SFE NOTE 9 TR rJT Un FRAME S61T. 4 0" SEE 'JOM .9 CLASS 75' AIR SOACE TE.ke- 75' STEM: INTEPCEPT SPACEJ9? i INSWA7E GLASS PRESSURE CART6;-'!!DWL PAIC- cc zti r Vj Ln 1 0f n O 0 LX—rER!2R 43, Co Q5IL A,P SFIC-- NTE--C1Pr,- 554rrp I 2c - 'Emp. LASS 21, _. i-,Llkqs 112' INSULA—tD -LLOPEUC GLASS TPvry U-7- :7A4E ps rr.. Wayne WINDL OAD SPECIFICA TION 0109 Batton APPROVED SIZES: MODEL: WAYNEMARK 8000 & 8100 WDTH x 14'-0" MAX HEIGHT STYLE: RAISED PANEL OFFIG, IMUM SECTION WOTH 21" TEST PRESSURE: POS./NEG. 37.5 PSF DESIGN PRESSURE: POS./NEG. 25 PSF NOTES 1. GLASS DISCLAIMER "NO CONCLUSIONS OF ANY KIND REGARDING THE ADEQUACY OR INADEQUACY OF THE GLASS IN THE TEST SPECIMEN MAY BE DRAWN FROM THE TEST." (1993 ASTM E330). 2. GLAZING OPTIONS — TOP OR INTERMEDIATE SECTION, .090 SSG GLASS WITH OPTIONAL INSERTS. 3. VINYL OR WOOD DOOR STOP NAILED ON 6" CENTERS) MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" 1'O MEET NEGATIVE PRESSURES. 4. U—BAR 1-0 HAVE. A MINIMUM YIELD OF 80 KSI 13 CA HORIZ ANGLE IF 054" HOR1Z TRACK 2) 1/4"-204/16" TRACK BOLT & (2) 1/4-20 HEX NUT DRILL .281 OR 9/32"0 HOLE IN TRACK FOR da—US BRACKET ATTACHMENT 5. TRACK, AND DOOR STEEL TO HAVE A MINIMUM YIELD OF 33.000 PSI. jAL 9 1) J6—US BRACKET LOCATED 6. OPTIONAL — .080' (MIN) AT EACH ROLLER LOCATION EXCEPT TOP BRACKET ROLLER p ALUMINUM LOUVERS WITH HIGH P/N 125139). IMPACT STYRENE FRAME. MAY BE LOCATED IN THE END PANELS OF THE BOTTOM SECTION. i 7. LOCK OR OPERATOR IS REOUIRED. Q 8. THE DESIGN OF THE LAG SCRBY A EACH SUPPORTING STRUCTURAL JB—US 0 ELEMENTS SHALL BE THE BRACKET RESPONSIBILITY OF T E` a PROFESSIONAL OF q ORD FOR . 1RE ANDTHEBUILDINGOR . INIVERTTRACK— IN ACCOROANC2-1 U0'GE R{JY. 054" BUILDING COOS`FR Y&DS:' Y- 6 LISTED ON:THI'•1 fV fNG: ` z '% 1/4"-20x9/16" 17y '•; i TRACK BOLT & a + ' S ..• : 1:., 1/4"-20 HEX NUT AT I Approved: :' . 0 0 • = EACH J8—US rW.$ WHO& PE•• BRACKET IION 1Tfl RbA NTH i t. •VCR j. y A1pN Ili•{.. fJ •^%' (3W ,1`.t` ` OPTION CODE- 6109' REVP WM 9' x 14' MAX 37 5 PSF 1 OF, .4 TRACE( END HINGE TOP BRACKET REQUIREMENTS 1/4--2Ox9/16" TRACK BOLT & 1/4--20 HEX NUT THROUGH ANY TWO ALIGNING HOLES TOP BRACKET P/N 108077) 5) 1/4--2ox5/8" TEK SCREWS P/N 141668) ANIGE - C Ti I i i I I kSELF- 14 CA WIDE BODY HINGE Jr4) 1/4'-20x5/8" THREADING y SCREWS'(P/N 100320) 14it (2) 1/4--20x5f8" TEK SCREWS ALL ENO HINGES p. A'• 20 CA t AR a WIDE BODY HINGE P/N SEE BILL e' OF MAIL) 1 H .END HINGE RH END HINGE a r J 1 NYLON MAR P/N 270a591) ° \ BOTTOM BRACKET \ h PO RH-270354 . LH-270355) 3) 1/4'-20x7/8' \ ' TEK SCREWS \ " P/N 100507) Approved: Vils. 1 a=k P.E. 339S A)0150N DR• PO ACOLk FL 32514 FLORIOA CMIk-WATM la OM4a9 GWRQA CER11Fl ATM N0. 01E519 NORM CARM21A CERf MARON NO. 02-NM Date: 7— S- of 16 CA END STILES —I aLa) OP77ON CODE 0709 1 REv- P , wM 9' x 14 ' MAX 37. 5 PSF 12 OF 4 U-BAR L OCA %IONS 12'-6' THRU 14' HIGH DOORS NOTE: v/ (6) 20 CA 80 KSI U—BARS— l" MAXIMUM SECTION WIDTH IS 21" LOCATED AS SH04YN 10'-9' THRU 12'-3- HIGH DOORS W/ (5) 20 CA 80 KSI U-BARS, 4LOCATEDASSHOWN F 9'-0` THRU 10'-6- HIGH DOORS W/ (4) 20 GA 80 KSI U-BARS LOCATED AS SHOWN 7•-6" THRU 8'-9" HIGH DOORS W/ (3) 20 CA 80 KSI U-8ARS LOCATED AS SHOWN 6• THRU 7' HIGH DOORS W/ .(2) 20 CA 80 KSI U—BARS LOCATED AS SHOWN 2) 1/4 2Ox5/8" \ TEK SCREWS ATTACH AT EACH STILE Approved: cEoacuc pthNormc Date: OPTION kEv P WM 9' x 74' MAX 37.5 PSF 3 OF .4 s:`t ra N :`• i is'iii`:YdUs L-DIA TE HINGE L OCA TIONSCENTERST11E & IN TT RUL f B'-9, Approved: Ws. Wa3am Py- 3BS AMON OR.. PD&t" FL 32514 FLORGA COMMTION NO. 0046M GUM CERMCAMN AL 010519 HWTH CAFAM CGUFMM M06 O23036 Date: 0 OPTION CODE 0109 1 REV P ORANGE COUNTY Bea 03ING M. WM 9' x 14' MAX 37.5 PSF 1 4 OF 4 w oW Number Parcel Identification Numbed - Prepared by- C1 c: 4jnCCN' nc4it c ge,&)/9 04-,' k h /lo is , Return to: 1, 6--vJ/ G,,>Jl, OTICE OF COMMENCEMENT State of County of Fh ii 1r%L' 11111 II III II 111 II 11111111 II 111 II 111111111111111111 II III 11111 MARYANNE MI1175E, SEMINOLE COUNTY CLERK OF CIRCUIT COURT BN 06676 Pg 07751 (lpg) CLERK'S # 2007063679 RECONVD D 0WO/E007 11 s 1PQ4 AMRECI)NDING F1:1- 10.00 RECURDED BY L McKinley The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) 2 W JVA 41ke - AIV- 2. General description of improvement(s) f c/ fyi/si 3. Owner information NameFelvyw e!"4--wm ,%r, t vC Telephone Number Address?o -73 Fax Number y'0.7 _ 3.2 2 33 14,Nf1."o "-C14 Interest in Property:OW ue-„, 4. Fee Simple Title Holder (if other than owner shows above) Name / Telephone Number Address Ay'' Fax Number 5. Contractor Name :-m L Address 6. Surety (if any) Name {V%)2 Address / v Telephone Number Fax Number Telephone Number Fax Number Amount of bond $ _ 7. Lender (if any Name 141-4 Telephone Number Address Fax Number CERTIFIED COPY MARY NNE MORSE CLERK F CIRCUIT COURT SEMIN L COUNT DA tY CL RK JAPR 3.0 IN 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name j/ Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name %? % U/Ol L1tJ Telephone Number f/j Y. -PI-W Address Fax Number ssXi o 11FI vc F F c 1v6 10. Expiration date of notice coamrmencement (if expiration date is one year from the date of recording unless different date is specified): Date Signed Signa ure of Owner (Note: per 71 .13(1)(g), `owner must sign ... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this Jrfk day of r'' I a--o`t/ 20 07 by who is personally known to me OR produced as identification. S yARGELIS ADE 0SOR10 MY COMMISSION 4 DD503641 d EXPIRES: Febwry 27.2010 I SOOJ- NOTMY FI. NoWY Discamt Assoc-CO- 23-20 ( 9/04)