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HomeMy WebLinkAbout1201-1205 W 6 St, 1209-1213 W 6 St, 1217-1221 W 6 St 06-2170, 06-2171, 06-2172 New Duplex (2)1 2 1 PERMIT ADDRESS CONTRACTOR a ok - I Zos w e S+. a 09 - I a i 3 w a'-I - ta ak U3 s+ ADDRESS Oti d el W Vb 4- F-, 3 277 7 PHONE NUMBER Et5f • 3 -7-- • (:) ' 8 0 PROPERTY OWNER S&*Y`2, ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION Ulo • 2111 PERMIT Dcc L -I 2__ DATE 5 -1 PERMIT DESCRIPTION T14JlJ`) a " + n PERMIT VALUATION =>O . 0--rO SQUARE FOOTAGE 3 -1 ''l 9 3 e(y) 4Qt-sto., (;r <ors '& /C x c S Z tln k v.-4s5 1 1 CITY OF SANFORD P.O. BOX 1788 SANFORD FL'327721788 i '" C E R T I F I C A T E O F O C C U P A N C Y Issue Date P E R M A N E N T 6/27/07 Parcel Number . . . . . 25.19.30.5AI-0815-0090 Property Address . . . 1217 1221 W 6TH ST SANFORD FL 32771 Subdivision Name . . . Legal Description . . . LOTS 1 2 3 4 5 + 6 BLK 8 TR 15 SEMINOLE PARK PB 2 PG 75 Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . CORINTHIAN BLDRS INC Contractor . . . . . . CORINTHIAN BUILDERS INC 321 377-0480 Application number 06-00002170 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . NONE Approved . . . . . . . ffm 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. BP210U01 CITY OF SANFORD 6/27/07 Application Miscellaneous Information Maintenance 11:32:37 Application number . . . . 06 00002170 Parcel Number . . . . . . 25.19.30.5AI-0815-0090 Address . . . . . . . . . 1217 1221 W 6TH Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 5/18/06 Y 2 story/4 baths 2/2 HISB 5/18/06 Y noc on file 01/17/07 HISB 5/22/07 Y revisions truss manufacturer HISB 6/21/07 Y co sign off: HISB 6/21/07 Y P&Z: MR 06.22.07 HISB 6/21/07 Y PW: MW 06.22.07 HISB 6/21/07 Y Util: RB 06.27.07 HISB 6/26/07 Y final f/s on file Bottom F3=Exit F6=Add F12=Cancel CITY OF SANFORD PERMIT APPLICATION t'rvt,- 7 7kPlaiwatiaa # : - Submittal Date: 0 L6-? V Job Address: 1a — 1.3 ((_6 Sao(' c,1 I Value of Work: S ii Parcel ID: Description of Zoning: 1 storic District: 3+C0 13SEK11 Square Footage: _ Permit Type: Building Electrical Mechanical `C Plumbing Fire Sprinkler/Alarm fool Sign Electrical: New Service — # of AMPS Addition/Alteration 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 # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FERIA form required ) 1 Property Owner: l-0 i Contractor: _; r- n(\C'Q r4_S A M - Flmc la Address: — 1, Address: Lori L 3a _ Phone: E-mail: Phone:• v-91 State License Number:UC I Bonding Company: Address: Arch itect/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 is pro rt$dis1rZs fou m the public records of this county, and there may be additional permits required from other governmental entities such as wat ana mengencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements -lor Lien LSignaturcofOwner/Agent DateSiglurefContractADatePrintOwner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS- ZONING: Special Conditions: Rev 02/ 2007 UTIL• FD: Prin Contracto gent's Name ignature of Not - ate of Florida Date iMYCOMMISSION MY COMMISSIONqDD629096 Contractor/Agenrson al o 1°i b2or t Produced IF RY auYl' Co. ENG- 13LDG: sO 00 91 Iry ANEEEEEF on -mom AdF AI!W C O N C W. Opp TS OF MID—FILORIDA INC 837 Water Way PL. Ste 102B Longwood, FL 32750 407-330-5953 407-339-3005 Fax Power of Attorney I hereby name and appoint: 66"Un pnanSIeLur of Air Concepts of Mid -Florida, Inc., to be my lawful attorney -in -fact to act for me in applying to Building Department for a permit enabling work to be performed at the location below described and to sign my name and do all things necessary to this appointment. Legal Description: Permit # 06-2171 Physical Address: 1209-1213 61h St ., Sanford, FL 32771 Owner: Corinthian Builders Address:1209-1213 6th St ., Sanford, FL 32771 WJ7"Signed / UV Date: 05/08/07 Certified Contractor: David W. Hulker Contractor License: CAC1814608 State of Florida County of Seminole worn,tp arl uf cribed before me this day of by J V J(— (name of person acknowledged) who is personally known to me or has produced (identification) Notary Public Commission,f xpire Print Name: KrwoeRO*LO@rh My C0wwmss*n On"%U57 IIVV E , r octme, 1 J. llutl ML I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1221 West 6th Street (Lot 1, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I ExDireS February 28. 2009 National Flood Insurance Program Important Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name CORINTHIAN BUILDERS, INC. I Policy Number A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1221 West a Street City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 1, and the west 1.50 feet of Lot 2, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lot. 28D48.418' Long. 811316.869' Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood Insurance. A7. Building Diagram Number I A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N6 sq It a) Square footage of attached garage 20 sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of food openings in A8.b N6 sq in c) Total net area of flood openings In A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 0. County Name B3. State CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E APRIL 1995 APRIL 1995 X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. IFIS Profile ® FIRM [:ICommunity Determined [IOther (Describe) IndicateB11. elevation datum used for BFE in Item B9: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes ®No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' 0 Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized SEM CO BM03297001 Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space', or enclosure floor)_ 5 I@ feet meters (Puerto Rico only) b) Top of the next higher floor NA.- feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) NA.- feet meters (Puerto Rico only) d) Attached garage (top of slab) 25.0 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 91 feet meters (Puerto Rico only) Describe'type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 4.2 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9.9 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation ' information. I certily 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 forth. , Certifier's Name R. BLAIR KITNER License Number PSMII 3382 Title PRES Company Name KITNER SURVEYING, INC. Address P 0 BOX 823 City SANFORD State FL ZIP Code 32772 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 1221 West a Street City Sanford State FI ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C Pad on South side of Building 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 El.-E5. If the Certificate is Intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. 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 feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys 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 coned 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 I G5. Data Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been 'issued for. New Construction Substantial Improvement G8. Elevation of as-birift lowest floor (including basement) of the building: _ feet meters (PR) Datum G9. BFE or (in Zone AO)'depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments PLAT OF BOUNDARY SURVEY fy for !J CORINTHIAN BUILDERS, INC. Legal Description Lot 1 and the West 1.50 feet of Lot 2, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Bopk 2, Page 75, of the Public Records of Seminole County, Florida. Uj I I I I I FND 1 /2- IRON ROD (NO #) L- -i 1 1 .J. LV RAILROAD R/W SCALE: 1 "= 20' N 1-- 0 I LL- O O 1 3 O LLI 00 rMye J H W V) a w z0 = o - F- 0 LL 3 OO 0 w z a 2 0 w 0 z Cn a JW Q ULn SURVEY NOTES 1) The street address of the above -described property is 1221 West 61, Street. 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right-of-way Line of West 6th Street being Due East (assumed) SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. fstv151oN5: / J CERTIFIED CORRECT TO: REVI4ED fOR FINAL SURVEY:24 JU 1.200 KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, Fl. 32772-0823 407) 322-2000 PROJECT N0: Q(o_ % SURVEY DATE: 3 A PR I L 200 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 Issue Date P E R M A N E N T 7/03/07 Parcel Number . . . . . 25.19.30.5AI-0815-0050 Property Address . . . 1201 1205 W 6TH ST SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . CORINTHIAN BLDRS INC Contractor . . . . . . CORINTHIAN BUILDERS INC 321 377-0480 Application number 06-00002172 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . NONE Approved . . . . . . . 0 a.,,-, 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. 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 . . . . . . 7/03/07 Parcel Number . . . . . 25.19.30.5AI-0815-0030 Property Address . . . 1209 1213 W 6TH ST SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . MULTIPLE FAMILY Owner . . . . . . . . . CORINTHIAN BLDRS INC Contractor . . . . . . CORINTHIAN BUILDERS INC 321 377-0480 Application number 06-00002171 000 000 Description of Work NEW TWO FAMILY BUILDINGS Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . RESIDENTIAL Flood Zone . . . . . . NONE Approved . . . . . . .y4i:: oa— Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1217 West 6th Street (Lot 2, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 - SANFORD, FLORIDA 32772-0823 - (407) 322-2000 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 CORINTHIAN BUILDERS, INC. Policy Number A2. Building sheet Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number1217West6Street City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 2, LESS the west 1.50 feet thereof, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat 28D48.419' Long. 81 D16.865' Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NIg sq ft a Square footage of attached garage 3 0 sq ftb) No. of permanent flood openings In the crawl space or b) No. of permanent flood openings in the attached garageenclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NAc) Total net area of flood openings in A8.b N6 sq in c) Total net area of flood oceninas in A9 h NA cn in tc I IUN tt - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 3 Community Number B2. County Name 83. StateCITYOFSANFORD1202941SEMINOLEFLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO045 E Date APRIL 1995 Effective/Revised Date Zone(s) AO, use base flood depth) APRIL 1995 X NA Bin Indl-4-61-.. ems." n--- I._ U-5 .Ww. 0u16 ouan rguw twvauun tort1 caul or case mood depth entered In Item B9. FIS Profile ® FIRM Community Determined 0, Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Baffler Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No DesignationDate CBRS OPA sty 11UN L; - t3UILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' 0 Building Under Construction* ® Finished Construction AnewElevationCertificatewillberequiredwhenconstructionofthebuildingiscomplete. C2. Elevations -Zones A1,A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2." belowaccordingtothebuildingdiagramspecifiedinItemA7. Benchmark Utilized SEM CO BMlf3297001 Vertical Datum NGVD 1929 Conversion/ Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) . d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 25. f¢ feet meters (Puerto Rico only) L9•_ feet meters (Puerto Rico only) Nam._ feet• meters (Puerto Rico only) 3• 1$ feet meters (Puerto Rico only) 2 5•1 feet meters (Puerto Rico only) 24. 2 feet meters (Puerto Rico only) 25. Q feet meters (Puerto Rico only) QC% o 11UN u - suKW:YUK, 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 informatioor on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier' s Name R. BLAIR KITNER License Number PSMB 3382 Idle PRES Company Name KITNER SURVEYING, INC. Address P 0 BOX 823 / City SANFORD State FL ZIP Code 32772 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 1217 West 6'° Street City Sanford State FI ZIP Code 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. Comments A/C Pad on South side of Building 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 E1-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 feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space,, or enclosure) Is feet meters above or below the LAG. E2. For Building Diagrams 6.8 with permanent flood openings provided in Section A Items 8 and/or 9 (see age 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or ( see 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 owners authorized representative who completes Sections A, B. and E for Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature k 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 SE 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 FEMA4ssued or community -Issued BFE) or Zone AO. G3. The following Information (Items G4.-G9.) is provided for community floodplain management purposes.. CA. Permit Number G5. Date Permit Issued G6. Date Certificate Of Complianoe/Occupancy Issued G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as-buitt lowest floor (including basement) of the building: D 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 Sgrnature Date Comments P for CORINTHIAN BUILDERS, INC. Legal Description Lot 2, LESS the west 1.50 feet thereof, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. W O J L. O 0 Ln 06 N Q W W 2 O W z J U) W C r•I O O_ EAST 48.50• • - CAP IRON CAP 50.00, I I , I 00 y I , N > I O ; Li 00 _ I ' z•os COV. oZ . IIJI a4• < `I FI Ld O 07 d I . 126- O I zl g 2 STORY CD BLK/STUCCO 31 DUPLEX FF. ELEV = 25.68 I a 15.40' PAT10 2 50.00' WEST 48.50' RAILROAD R/W SCALE: 1 "= 20' FND IRON & CAP (#3382) 3 SURVEY NOTES 1) The street address of the above -described property is 1217 West 6th Street 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right -of --way Line of West 6th Street being Due East (assumed) 41 0 w 0 Z M cc J Q U N SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. KL V 1,1LRVJ: REVI50 FOR FI HAL SURVEY: 20 JUNE KITNER -SURVEYING,, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Bax 823, Sunford. Fl. 32772-0823 407) 322 2000 PROJECT NO: 04 - (72 SURVEY DATE: 3• A P 12 1 L 2006 TO: CITY OF SANFORD PERMIT APPLICATION Atpp"twatiett # : _ Submittal Date: Job Address: ,— 11 n S . c 1o 1 Value of Work: $ Parcel ID: Description of Work: 5 Zoning: Historic District: 3'9Q(2r A 1P Square Footage: Permit Type: Building Electrical Mechanical [51 Plumbing 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial Occupancy Type: Residential W Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: n ( FEiMA form required ) Property Owner•••117C1f••.Uli.j(.1^•••••••••••••••••••••••Contractor:•t•r l.pneCl .................. 1 Address: 4 CVVk7 T '' a_ d Address: DI J oo Phone: E-mail: Phone: 5 State License Number: LOA 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. 1 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 "I'O 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 c found in the public records of this county, and there may be additional permits required from other governmental entities such as %/ Flida agcment dis ct fate agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme sLien w 13. Signature of Owner/Agent Date Sig at re of Contract Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID APPROVALS: TONING: Special Conditions: Rev 02/2007 Personally Known to Me or UTIL: M01 Print Contractor/ gent's Name Signature of Notary- t on a Date t . B " M 1°r' OMMISSION a DD629696 Contractor/Agent is_ grSri5,&own c li2S,2ott Produced ID " `''• 041yop001pjAmt C,, ENG: BLDG- rAI!W 4C4=0 &4 C E Opp TS OF A^1—F1L_ORI A INC 837 Water Way PL. Ste 102B Longwood, FL 32750 407-330-5953 407-339-3005 Fax Power of Attorney hereby name and appoint: VV4,J(1 fVkM15e6-fQ_r of Air Concepts of Mid -Florida, Inc., to be my lawful attorney -in -fact to act for me in applying to Building Department for a permit enabling work to be performed at the location below described and to sign my name and do all things necessary to this appointment. Legal Description: Permit # 06-2172 Physical Address: 1201-1205 6th St ., Sanford, FL 32771 Owner: Corinthian Builders Address:1201-1205 6`h St ., Sanford, FL 32771 j jSigned ,)77 Date: 05/08/07 Certified Contractor: David W. Hulker Contractor License: CAC1814608 State of Florida County of Seminole worn o_ aid subscribed before me this day of , l by J, v ems' (name of person acknowledged) who is personally known to me or has produced (identification) SEAL NotaryPublic Commission E pires Print Name: ,,, Krfo* ROetpso c j ti Y Canmssp 0OJB34P a obel 17, 2008 7- 4662 - 1 t CITY OF SANFORD PERMIT APPLICATION CpfiTalie+tT # : 6^0— 1 f _ Submittal Date: Job Address: Ian—kO-ri\ Sn 11 Value of Work: $ Parcel ID: ,,\\--,`` Zoning: Histo 'c District: Description of Work: opw lt 4c 13se<rSquare Foot ge: kt;':........................................................................................... Permit Type: Building Electrical Mechanical 0 Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service rcmporary Pole Mechanical: Residential I,:&' Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential 0 Commercial Industrial Plumbing Repair —Residential Commercials` Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) n..............................-...................................../..................................... Property Owner: LAf Y it7tV1 F tw a\t OA S Contractor: 111.L n } i . Q Address: • ' Address: W 1•- Phone: E-mail: Phone_5:3 State License Number:C_ i 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. 117 YOU IMPEND 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 wate anage Pent districts, ate agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements orid ien Signature of Owner/Agent Date Sign u e of Co /tractor/ gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: Print Co to A cnt's Name Signature o ry-State of Florida Date ftf IS8N MY COMMISSION q DD629096 ro7,W EXPIRES:Febinmry25.2011 Contractor/ Agent is_Pej,onally,,K own tohl&QryDls=.tAa Co. Produced ID ENG: BLDG: n o CONCEPTS OF A^1E>—FLORIE>A. I"C: 837 Water Way PL. Ste 102B Longwood, FL 32750 407-330-5953 407-339-3005 Fax Power of Attorney I hereby name and appoint: f)V1-MWn Mkol &of Air Concepts of Mid -Florida, Inc., to be my lawful attorney -in -fact to act for me in applying to Building Department for a permit enabling work to be performed at the location below described and to sign my name and do all things necessary to this appointment. Legal Description: Permit # 06-2170 Physical Address: 1217-1221 6th St ., Sanford, FL 32771 Owner: Corinthian Builders Address:1217-1221 6th St ., Sanford, FL 32771 Signed 'V U Date: 05/08/07 Certified Contractor: David W. Hulker Contractor License: CAC1814608 State of Florida County of Seminole Syvor; l to WKV!c ribed before me this i2 day of by A-hk X— (name of person acknowledged) w1lio is personally known to me or has produced (identification) SEAL Notary Public ,gyp Commission Expires (J Print Name: b10_ Kftw R DeLcOC' MdjW Commiss*n OD363457 E>VWOS OMM, 17. 2008 p F DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-Mail: trusses0danscoengineering.com CA 25948 P.O. BOX 1049 Summerville, SC 29484 Telephone (843) 875-4912 Facsimile (843) 871-0603 C00646 The truss drawing(s) listed below have been prepared by 84 Components under my direct supervision based on the parameters provided by the truss designers. Job: 11658 Builder: CORINTHIAN BUILDERS Project: SANFORD DUPLEX - ROOF ICEFF 20 Truss Designs DE Job #84AP-270102 Trusses: h1, h1a, h1b, h1c, h1d, h1e, h2, h2a, h2c, hj7, j1, j3, j5, jk7, m1, m1a, m1b, m1c, t1, t1a Date: February 23, 2007 Samuel A. Greenberg, P.E. FL Reg. No. 34245 M t(go REVISION Ja _i 7 eERMIT:- %odw I" z % 0) L PLANS r tVIEWED CITY OF SANFORD The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. FBC-2004 Sec. 1609, ASCE 7-02. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIfTPI-2002 Sec. 2. DE Job # 84AP-27O102 Job Truss Truss Type Oty Ply 1 0 11658 H1 HIP 7 2 f2 Job Reference foptionaJ 6.300 Intl s, Inc. Thu Feb 22 15:08:49 & fppe 1sApr42006MfTekustrk¢ a4 VfliCiv I Z. art 1- rL 1 7-0-0 13-11 A 20-& 12 27-8-0 1-0.0 7-" 6-11r1 6-9-8 6.11-0 700 1-00 111-.un s= LW a W= w.r= 17-5.14 17.5-14 7.0.0 13-114 20-&l 2 27-8.0 3441-0 7-0-0 6-11.4 6-9-8 6-114 7-0.0 Plate Offsets X Y : I2:0.0.0 0-043'0.5-8 0.2d 5:0.4-8 0-3-0 6:0-5-8 0-2-4 :0-0-00-0-4 LOADING(psf) SPACING 2-" CSI DEFL Verl(LL) In (loc) 0.57 11-12 Well 724 Lid 360 PLATES MT20 GRIP 244/ 190 TCLL 20. 0 Plates Increase 1.25 TC 0.66 BC 0. 82 1/eri(TL) 0.97 11-12 426 240 MT18H 2441190 TCDL 7. 0 BCLL 0. 0 Lumber Increase Rep Stress Irno 1.25 NO WB 0.48 Horz(TL) 0.22 7 n/B Weight: 311 lb BCDL 10. 0 Code FBC2oD4rTPt2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No 2 'Except' B2 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 64)-5 oc bracing. REACTIONS (lb/ size) 2=3266/0-3-8, 7=3266/0-3-8 Max Harz2= 67(load case 5) Max Upfift2= 1805(load case 5). 7=1792(bad case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD1-2=0/20, 2-3=-7640/4163, 3-15=9723r5562, 15-16 =9723/5562, 16.17=9723/5561, 4-17=9723/5561, 4-18 =97ZY5562, 16-19=9723(5562, 19.20-972315562, 20-21=9723/5562, 5.21=9723/5562, 5.22=9710(5554, 22-23=9710/5554, 23.24=971015554, &24=971015554, 6-7= 7642/4187, 741=020 BOT CHORD 2-14=3762/6961, 14-25=3771/6996, 13-25=3771/69%. 13-26=3771/6996, 26-27=3771/6996, 12-27=3771/6996, 12-28=547419751, 11-31= 5474/9751, 11.32=3785/7000. 32-33=37851M. 10-33=37851000, 28.29=5474/9751, 29-30=547419751, 30.31=547419751. 1D-34 = 3785/7000, 9-34=3785/7000, 7-9=371516964 ji414yr p ;', AFF 4 WEBS 3. 14=202=- /832, 3.1218282964, 4-12=-82a/783, 5.12=31/44, 5.11=834/786, 6-11=1795/2946. &9=201/832 CEwsF.,BFb NOTES 1) 2- ply truss to be connected together with 10d (0.131'xY) nails as follows: G1 Top chords connected as follows: 2 X 4 - 1 row at 0.9.0 oc. 0-9- 0 NO.34245 tt Bottom chordsconnectedasfollows: 2 X 4 - 1 row at oc. 0.9- 0 oc. C OF 9 A ~ Webs connectedasfollows: 2 X 4 - 1 row at 2) Allloadsareconsideredequallyappliedtoallplies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been otherwise indicated. provided todistributeanyloadsnotedas (F) or (B), unless 3 3) This Inns has been checked for uniform rod live toad ornly, except as noted. 4) Wind: ASCE 7-02; 120mph (3-second gust); h Oft; TCDL.2psf;13CDLdi.Ops1; Category II; f xp B; enclosed; MWFRS gable end zone; cantilever le ever leftandright f A a P 4W: Mt L exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 5) Provide adequate drainage to prevent water ponding. 6) All plates are W20 plates unless otherwise indicated. Inspection the Tooth Count Method when this tens Is doses far quality assurance Inspection. samual A. Greonbetg, P.E. DANSCO Engineering LLC 7) Thistrussrequiresplateper8) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. bearing capable of withstanding 1805lb uplift a1 joint 2 and 1792 lb uplift at joint 7. P,O. B01r 3400 9) Provide mechanical connection (by others) of truss to plate 10) Hanger( s) or otter connection device(s) shall be provided sufficient to support concentrated load(s) 5731b down and 3851b up at 7-0-0, 122 It) down and 151 dawn 151 lb up at 1 312, 122 Ib dam and 151 lbup at 15-0-12. 122 lb dawn and 151 lb ApGb Beams FL 33572 CA 235" Ib up st 9-0-lZ 1221b down end l5l Ib up at 11 12, 1221b and up at 17. 0-12. 122 lb down and 151 lb up at 17-74, 122 lb dawn and 151 It, up at 19-74, 122lb down and 151 lb up at 21-74, 122 lb down and 151 lb up at down 385 lbupat27-8-0 on top chord, and 511 lb down and 278 lb up at 7.0-0, 96lb down 23-74, and122lbdownand151lbupat25.74, and 573 lb and at 9-0. 12. 96 Ib down at 11-0-12, 96Ib down at 13-0-12. 96Ib down at 15-0-12, 96Ib down at 17-0.12, 96lb down at 17-74. 96lb dawn at 19-74, 96Ib 511 lb downand278mupat27-7.4 on bottom fiord. The design/5dedion of such down at 21-74. 96lb dawn at 23-7.4. and 96lb down at 25-7.4, and Date: 2123107 connection devioe(s) is the responsibility of others. LOAD CASE(S) Standard IVppr n,,'nJ&, t-Vcr 1 oldQ ign Parameters and read notes before us'e. T'81}"'e - b£ only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibilityofbuildingdesigner - not ass designer or ass engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during constructionistheresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling. installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 ob Truss Truss Type Oty Ply 1 0 11658 H1 HIP 2 2 Jab Reference Hanel a_a[no s Aor 1 2IX18 MRek Intlustrles. Inc. Thu Feb 22 15.08:49 2007 Pape 2 W (:UMIVNCNI J, Ar rm^ — LOAD CASE(S) Standard 1) Regular: Lumber Yrrease=1.25, Rate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-6=54, 646=54. 2-7=20 Concentrated Loads (Ib) Vert: 3=573(F) 6 =573(F)14=511(F) 9=511(F) 15=122(F)16=122(F) 17=122(1`) 18=122(1`) 19=122(F) 20=122(1`) 21=122(F) 22=-122(F) 23=122(F) 24=122(F) 25= 46(F) 26=-48(F) 27=-48(F 28= -48(F) 29-48(F) 30 48(F) 31=-38(F) 32--48(F) 33=48(F) 34=48(F) er;1sF w ' N0.34245 WrAllic OF Samuol A. Graonbe. g, P.E. DAN9C0 En3lneering LLC P.D. Box 3zt0 ApppBearr,FL 33572 CA 23" Date: 2123107 ftrningl— Verify design parameters and read notes before use. This design is bated only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofcomponentisresponsibilityofbuildingdesigner - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensurestabilityduringconstructionistheresponsibilityoftheerector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSIITPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing d Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 1 0 11658 H1A HIP 2 1 c •1M. Jab Reference (oatlanatl I'INYl IIrTd, Ins Th,i Fwh 'h r5•fIR•Vn w t 84 CRIVg9VENTS. APOPK/l Fl. T 14 • 1 D 5 104 9-0-0 17. -0 25-M 2 8-9-12 341414 Is- 1 0 0 5-10-4 3-1-12 8.4-0 84-0 3-1-12 5-ID-4 1-0-0 er - ur . 17-5-14 17-5-14 9-0.0 174-0 25-8-0 3441-0 9-0) 84-0 84-0 9-0-0 LOADING(psQ SPACING 2-0-0 CS1 DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.59 V i(LL) 0.31 12 >999 360 MT20 244/190 TCDL 7.0 lumber Increase 1.25 BC 0.53 Vert(rL) -0.52 12-14 >796 240 BCLL 0.0 Rep Stress Ina YES WB 0.55 Horz(TL) 0.13 8 n/a We BCDL 10.0 Code FBC2004/rPt2002 (Matrix) Weight: 162 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP SS 'Except' B2 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334/D-3-8. 8=1334/0-3-8 Max Horz2--67(load case 7) Max Upi(t2=514(load case 4), 8=514(load case 5) BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc puriins. BOT CHORD Rigid calling directly applied or 6-2-10 oc bracing. FORCES (Ib) - Maximum CompresslaVMaximum Tension TOP CHORD 1-2=0/M. 2-3=2698/1397, 3-15=24951128D, 4-15=243311290, 4-5=2979/1596, 5-6i 2979/1596, 6.16=2433/1290, 7-16=2495/1280, 74=2698/1397, 8.9=020 BOT CHORD 2-14=1156/2435, 13-14=974/2297, 12-13=974/2297, 11-12=974/2297, 10-11=974rM97, 8-10=11562435 WEBS 3-14=183224, 4-14=30/413, 4-12=390/749, 5.12=4751422, 6-12=390/749, 6-10=30/413, 7-10=183224 NOTES 1) This truss has been checked for uniform rod live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=3Dfl; TCDL=4.2psf; BCDL=6.Opsf; Category II: Exp B; enclosed: MWFRS gable end zone and C-C Exterior(2) zone: cantilever left and right exposed ; lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and faces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water pending. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is Chosen for quality assurance inspection. 5) This truss has been designed for a 10.0lost bottom chord live load nonconcurenl with any other live loads. 6) Provide mechanical connection (by others) of ass to bearing plate capable of withstanding 514 lb uplift at joint 2 and 514 lb uplift at joint 8. LOAD CASE(S) Standard q: •G% No. 34245 pAr1Xmicorfilw Samuol A. Greenberg, P.E. PANSCO En3lnearing LLC P.O. Bow 1400 Apoig Beatr, FL 33572 Gil 230" Date: 2123107 IYarningl—Verj%y design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing or the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSIfrP1 I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Pmcuce for Handling. Installing & Bmcing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 JOD Truss Truss Type Oty Ply 1 0 11658 H1B HIP 2 1 Jab Reference(optional) MnR {,IT.L iM„eM.e in. TA„ FwA m 1S•nR.S, afL Pmw 1 84 CRIvl RVENTS. APOPKA FL rnJ-Iq B 2 12 11-0.0 174-0 23.8-0 26-5-0 34-8-0 35 B-0 1-0-0 B-2-12 2-94 64-0 64-0 2-94 B-2-12 1.0.0 d.= L{M p 4{ a Y{G 2{, 11 i{= Y= 41= Y{= i{= tint p 17-5-14 17-5-14 B-2-12 11.0.0 17.4-0 2341-0 26.5-4 3441-0 B-2-12 2-9-4 6-4-0 6.4-0 2-9-4 B-2-12 LOADING(psQ SPACING 2-0-0 CSI DEFL in loc) Wall Ud PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.58 Vert(LL) 0.25 13 >999 360 MT20 244/190 TCDL 7.0 lumber Increase 1.25 BC 0.57 Vert(TL) -0.42 13-15 >983 240 BCLL 0.0 Rep Stress trier YES WB 0.22 Horz(TL) 0.13 B We We BCDL 1D.0 Code FBC2004/TPI2002 Matnx) Weight: 172lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3.1-10 oc purlins. BOT CHORD 2 X 4 SYP No 1 'Except' BOT CHORD Rigid ceiling directly applied or 5-10.11 oc bracing. B2 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334/0.3-0, 8=1334/D-3-8 Max Horc2-66(load case 7) Max UWft2=4e5(loed case 6). 8=-485(load case 7) FORCES (lb) - Maximum CompreSSIOnlMadmum Tension TOP CHORD 1-2=0/20, 2.17=2666/1338, 3.17=2514/1351, 34=-2271/1261, 4-5=2415/1355, 5.6=2415/1355, 6-7=2271/1261, 7.16=2514/1351, 8-18=2666/1338, 8.9=Or10 BOT CHORD 2-16=10892378, 15.16=1089/2378, 14-15=-062/2062, 13-14=-862I2062, 12-13=-062/2062. 11-12=862/2062, 10-11=10892378, 8-10=10892378 WEBS 3.16=0/273, 3.15=-492r348, 4-15=2021419, 4-13=217/437, 5-13=37&338, 6-13=217/437, 6.11=2021419. 7-11= 492/348, 7-10=0/273 NOTES 1) This toss has been checked for uniform roof live load orgy, except as noted. 2) Wind. ASCE 7-02: 120mph (3-second gust); h=Mft; TCDL=4.2psf, BCDL=6.Dpsf: Category It Exp B; enclosed: MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) This truss has been designed for a 10.0 psf bottom chord live load norlcalaurenl with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of wllhslanding 485 lb upfift at joint 2 and 485 m uplift at joint 8. LOAD CASE(S) Standard No. 34245 • Fit, 9-h mrAv or DA, Samuol A. Grllonberg, P.E. I)ANSCO, Engineering LLC P.O. BW;W0 Apelw Beacr, FL 33572 CA 230" Date: 2123107 Warning! —Verify design parameters and read notes before use. This design is baud only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not muss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice jar Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Toss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 0 11658 H1C HIP 2 1Iil ob Reference Clonal a vhn . A— A 7nnR MRdi lnaui tiles. Inc. Thu Feb 22 15.08:52 2007 PAVe 1 tM (;(.,)M ]YtN t a, nrvrnn — 1-4 8 2 12 13-" 17A-0 21-8-0 26.5.4 34-" 35 e 0 1-00 B-2-12 4-9A 4A-0 4-4-0 4-9-4 B-2-12 8 - 0-0 1.67. a.c ...= s.= x...0 xd= m= 17-5-14 17-5-14 8-2-12 13-0-0 2141-0 26.5-4 34-" 8-2-12 4-9-4 8-" 4-9-4 8-2-12 Plate Offsets X 2:0-3-0G-1-8 e:0-3.0 o-1-6 LOADING(psn SPACING 2-0-0 CS! TC 0.57 DEFL Vert(LL) In (loc) 0.23 12-13 Udell 999 lid 360 PLATES GRIP MT20 244/190 TCLL 20.0 TCDL 7.0 Rates Increase 1.25 Lumber Increase 1.25 BC 0.63 Vert(TL) 0.52 12-13 796 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(fL) 0.13 8 rite Na Weight: 171 lb BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP SS 'Except' B2 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334/0.3-8, 8=133410-3-0 Max Horz2=66(load case 7) Max Up5fl2=-45(bed case 6). B=A85(load case 7) BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 or pudins. BOT CHORD Rigid ceding directly applied or 5-11-6 oc bracing. FORCES ( lb) - Maximum CompressionlMa imurn Tension TOP CHORD 1-2=0/20, 2-16=266311362, 3.16=2511/1375, 3-4=2110/1173. 4-5=1901/1129, 5.6=1901/1129, 6.7=2110/1173, 7-17=2511/1375, 8- 17=2663/1362, 8.9=0/20 BOT CHORD 2.15=111212375. 14-15=11122375, 13.14=11122375. 12-13=-842/1993, 11-12=11122375, 10.11=1112/2375, 8-10=11122375 WEBS 3.15=0268, 3.13=590/431, 4-13=2551579. 5.13=151/145, 5-12=151/145, 6.12=255t579, 7-12=590/431, 7-10=0/268 NOTES 1) This truss has been checked for uniform rod live load only, except as noted. 2) Wind: ASCE 7-02: 120mph (3•second gust); h=30ft: TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed, MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 485lb uplift at joint 2 and 485lb uplift at joint 8. LOAD CASE(S) Standard sFe' e b No. 34245 + a 9 i 1 s[TAiC a w Sa: nuill A. Gropnbe:g, P.E. C ANSCO Engineering LLC P. O. BOX 3400 Apc1w Beacr, FL 33572 CA 25M Date: 2123107 IVarningl-- Verify design parameters and read notes before use. Thisdesignisbasedonlyuponparametersshown• and is for an individual building component to be installed and loaded vertically. Applicability of design parameters mid proper incorporation of component is responsibility of building designer - not taus designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery• erection and bracing, consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling. Installing Br Bracing of Metal Plate Connected Wood Tnisses from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty, Ply 11658 HID HIP 2 1 110Job Relervre (etptbnml 84 CW.4Pj)IENTS, APOPKA FL 6— . 'W ty=3.74- 1.0.0 8-2-12 15-0-0 • 19.8-0 i 26-54 34-" 35 8 0 1-0-0 8-2-12 6-94 4-8-0 6-94 B-2-12 14)-0 ad.•wf a c •• if.S II Yf = YS of v Yf c ifM 11 17-5-14 17-5-14 B-2.12 15-0-0 19-13-0 26-54 34-841 B-2.12 6.94 441-0 6.94 8-2-12 LOADING(pso SPACING 27 CSI DEFL in floc) I/dell Lid PLATES GRIP TCLL I Rates Increase 1.25 TC 0.57 Vert(LL) 0.23 11.12 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.39 2-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Harc(TL) 0.14 7 Na n/a BCDL 10.0 Code FBC2DG4frPt2002 (Matrix) Weight: 171lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc puriins. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling directly applied or 5-6-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334/D-3.8, 7=1334M-3-8 Max Horz2---Wload case 7) Max Uplif12=485(bad case 6). 7=485(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-15=26T7/1384, 3-15=2523/1397, 34=1943/1114, 4-5=1730/1099, 5.6=1944/1115, 6-16=2523/1397, 7-16=2676/1383, 7-8=0/20 BOT CHORD 2-14=11354190, 13-14=1137/2385, 12-13=113712385, 11-12=660/1729, 10-11=1137/2364, 9-,10=-1137/2384, 7-9=1135/2-d69 WEIRS 3-14=QM7, 3.12=743r513, 4-12=159/452, 4-11=16117. 5-11=159/452, 6-11=741/513, 6-9=0/S37 NOTES 1) This truss has been checked for uniform rod live load only, except as noted. fttaf 2) Wind: ASCE 7-02: 120mph (3-second gust): h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) gas Mr zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for p• G A F ` reactions specified. J v GeNSF. F 3) Provide adequate drainage to prevent water ponding. 4 This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. Q 5 This truss has been designed for a 10.0 psf bottom chard live load nonconeurremt with any ether live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 to uplift at joint 2 and 485lb uplift at joint 7. = * : No. 34245 LOAD CASE(S) Standard OF Samuol A. Grrsenberg, P.E. r)ANSCO Engineering LLC P.O. am 1400 ApOlo Beacr, I FL 33572 CA 25" Date: 2123107 IVarningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed Ind loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or thus engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Ory Ply 1 0 11658 HIE HIP 2 1 Job Reference Clonal Aire A 7rxlrt MiI A IMuslrim. Inc. Thu Feb 22 15:08:53 2WZ PAiaa 1 84 C VENTS, APOPIV, FL 1-0 B 2 12 1 2 7.6 17-0-0 17- 22- 10 26-54 _ 34-8-0 35 8-0 1 pq B_2.12 44-10 44-10 048-0 4.4-10 44-10 8-2.12 1 0 0 yr • tv f 17-5-14 17.5.14 B-2-12 17. )-0 1 26-5 4 34-8-0 B-2-12 8-9.4 04-0 8-94 B-2-12 LOADING(psf) SPACING 2-0-0 CSI TC 0.59 DEFL Veri(LL) In (loc) Udell Ud 0.24 2-16 >999 360 PLATES GRIP MT20 244/190 TCLL 20.0 TCDL 7.0 Plates Increase lumber increase 1.25 1.25 BC 0.71 Veri(TL) 0.44 11-13 >931 240 BCLL 0.0 Rep Stress Ina YES WB 0.42 Htxz(TL) 0.13 9 Ne n/e Waigh1:1801b BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 'Except' BRACING TOP CHORD Structural wood sheathing directly applied or 3.1-2 oc purlins. T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334ID-3-8, 9=1334/0-3.8 Max Horc2---66(loed case 7) Max Upfift2=485(loed case 6), 9=-485(loed case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-17=2668/1390, 3.17=2514/1403, 3-0=2635/1578, 45=1741/1078, 5fi=1566/1D46, 6-7=1741/1078, 7$=2635/1578, 8-18=2514/1403, 9-18=2668/1390, 9-10=0= BOT CHORD 2-16=11372379, 15-16=843/1898. 1415=-84311B98, 13-14=580fl%6, 12-13=843/1898. 11-12=-843r1898, 9-11=1137/2379 WEBS 3-16=3681427, 416=-450/744. 414=5151412, 5.14=261/491, 6.13=2611491, 7-13=5151412, 7-11=-050f744, 8-11=368/427 NOTES 1) This teas has been checked for uniform roof live load only, except as noted. 2) Wind, ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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 specked. 3) Provide adequate drainage to prevent water ponding. 4) This truss regtnres plate inspection per the Tooth Count Method when this teas is chosen for quality assurance inspection. 5) This truss has been designed for a 10.0 psf bottom chord live load nonocricurrent with any other live loads. 6) Provide mechanical connection (by otters) of buss to bearing plate capable of withstanding 485lb uplift at joint 2 and 485lb uplift at joint 9. LOAD CASE(S) Standard J_ GErtISfi BF e N0.34245 : • a n 5rraSr OF Sa7luol A. Gfoonbe: g, P.E. DANSCO Englneering LLC P.O. BOY 3<00 ApCog Beau, FL 33572 CA 25" Date: 2123107 IVurningl-Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing or the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSIf PI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Dry Ply 1 0 11658 H2 HIP 2 1 Job Reference tonal a vn A- A - m- IMuetri- Inc. Thu Fah 22 15'08:SS2007 Paaa 1 54 CDA NT5. APU"A t-L 7-0-0 11-" 1 & 4-0 234-0 244-0, 1.0.0 7-M rn ur,w= 4-" L, a 4-8-0 rmr -ukn= 7.0.0 der. • m tlA 4 w 7-0.0 1141.0 I 16-4-0 23-4-0 7-0.0 4-" 4-8-0 7.0-0 LOADING(W SPACING 2-" CS! DEFL in loc) Well Lid PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.84 Verl(LL) 0.32 9 >850 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.54 9-11 >508 240 MT181-i 2441190 BCLL 0.0 Rep Stress bier NO WB 0.24 Horz(TL) 0.17 6 file nla BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 101 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins. BOT CHORD 2 X 4 SYP No.I BOT CHORD Rigid ceding directly applied or 4-1-8 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=2334M-8-0, 6=233510-" Max Horz2--60(load case 6) Max Upfift2=1284(load case 5), 6=1284(loed case 6) FORCES (lb) - Maximum Compression/Maximurn Tatsion TOP CHORD 1-2=020, 2-12=510912687, 3.12=49772699, 3.13=52392896, 13.14=5239/2896, 4-14=5239/2896, 4-15=523912896, 15.16=52391MI96, 5.16=5239/2896, 5-17=-49802699, &17=51122688, 6-7=020 BOT CHORD 2-11=-2407/4609, 10-11=2418/4643. 10.18=2418/4643, 9-18=2418/4643, 9.19=236514646, 19-20=236514646. &20=236514646, 6-6=-2355/4612 WEBS 3.11=-2151735. 3-9=465706, 4-9=-546/546, 5-9= 484/702, 5-0=216r741 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=30h; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed: MWFRS gable end zone; cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This buss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1284 lb uplift at joint 2 and 1284lb uplift at joint 6. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 573 lb down and 385lb up at 7-", 122 lb dawn and 151 lb up at 9-0-12. 122 lb dam and 151 lb up at 11-0-12, 122lb down and 151 lb up at 12-3-0, and 122 lb down and 151 lb up at 14.3-0, and 573lb down and 385 lb up at 164-0 on top chord, and 511 lb dam and 278lb up at 7-0-0. 96 lb dawn at 9-0-12. 96 lb dawn at 11 12, 96 lb down at 12-34. and 96 lb down at14-3-4. and 511 lb down end 278 lb up at 16.34 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the teas are rioted as front (F) or beck (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Rate Increase=1.25 Uniform Loads (plo Vert: 1.3=54, 3-5=54, 5.7=54. 2-6=20 Concentrated Loads (lb) Vert: 3=573(F) 5=573(F) 10=-48(F) 11=511(F) 8=511(F) 13=122(F) 14=122(F) 15=122(F) 16=122(F) 18=48(F) 19=48(F) 20--48(F) N0.34245 YtXiC OF i// Samuel A. Groonbe:g, P.E. PANSCO En3lneering LLC P.O, Bolt 3400 ApGro Bearr, FL 33572 CAI '? M I Date: 2123107 IVarningl-Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed mid loaded vertically. Applicability of design parameters and props incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing ofMeral Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Trusa Truss Type Oty Ply 1 0 11656 HZA HIP 2 1 Jab Reference (optional) 84 COM§1MNTS. APOPKA FL o.;wu s Apr a zuw tw i ex inausmea, inc. Thu Feb 22 15:08:5%ift rage i 1-" 5-104 9-0-0 144-0 17-5-12 234-0 244-0 1-0-0 5-104 3-1-12 54-0 3-1-12 5-1D4 1-0.0 140 8-M 9-0-0 54-0 9.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL In (lac) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Veri(LL) 0.08 11 >999 360 KMO 244/190 TCDL 7.0 Lumber Increase 125 BC 0.33 Vert(TL) -0.17 7-9 >999 240 BCLL 0.0 Rep Stress Incir YES WB 0.11 Horz(TL) 0.04 7 Na nla BCDL 10.0 Code FBC2OD4/TP12002 (Matrix) Weight: 125lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=911/13-8.0. 7=911/0-&0 Max Horz2=-61(load case 7) Max Upif12=372(bad case 6). 7=372(load case 7) BRACING TOP CHORD Structural wood sheathing directly applied or 4-94 be purlins. BOT CHORD Rigid calling directly applied or 9-74 oc bracing. FORCES (to) - Maximum Compresalon/M iximum Tension TOP CHORD 1-2=0/24, 2-3=-16181876, 34=1378I740, 4.5=1252I722, 54--1379I742, 6.7=1618/877, 7$--024 BOT CHORD 2-11=674/1432, 10-11=454/1253, 9-lD=-454/1253, 7-9-674/1432 WEBS 3-11=230/270. 4-11=71/335, 5.11=15/117, 5-9=71/335, 6-9=230/269 8-" NOTES 1) This truss has been checked for uniform roof live load only, except as noted. am 2) Wind: ASCE 7-02: 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category It; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) •ems Nr zone; cantilever left and right exposed ; Lumber DOL-1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for p. G )J f reactions specified. J.•GEltlg' d 3) Provide adequate drainage to prevent water ponding. .; • R •'• F 4) This teas requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) This teas has been designed for a 10.0 psf bottom chord live load noncoric Trent with any other live loads. 6) Provide mechanical connection (by others) of teas to bearing plate capable of withstanding 372 lb uplift at joint 2 and 372 lb uplift at joint 7. ? * : No- 34245 :h LOAD CASE(S) Standard OF Wiwi A. Greenbe:g. P.E. DANSCD Em3lneering LLC P.O. BOX 3400 APGw Beau, FL 33572 CA 23" Date: 2123107 6 Warning! —Verify design Parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design pammcters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Jab Truss Truss Type Oty, Ply 1 0 11658 H2C HIP 2 1 Job Reference (optlbnop 81 COM NTS. APOPKA. FL 6.3DO s Apr 4 2D06 Mrrek Industries. Inc. Thu Feb 22 15:08:5%?m Page 1 1-0 0 6-7-14 11-041 124-0 16-8-2 23-4-0 24 4 0 1-0.0 6-7-14 44-2 14-0 44-2 6-7-14 1-0.0 ear • r on 6 8-M 8-0-0 6-7-14 11-0-0 124-0 16.8-2 234-0 LOADING(psQ SPACING 2-0.0 CSI DEFL In floc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.09 11 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.42 Vert(fL) -0.16 2-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.06 7 n/e rile BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 111 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=911/0-". 7=911/0-8-0 Max Horc2--60(load case 7) Max Uplift2=375(load case 6), 7=375(load case 7) BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purliru. BOT CHORD Rigid ceiling directly applied or 7-8.11 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/10, 2-14=1625J828, 3-14=1500/839, 34=1156/688, 4-5=1025x677, 5.6=1156/BM. 6-15=1500/839, 7-15=162SM8, 7$=0/20 BOT CHORD 2-13 —634/1426, 12-13—634/1426, 11-12=634/1426, 10.11=360/1025, 9.10=634/1426, 7-9=634/1426 WEBS 3.13=0/248, 3.11=484/d29, 4-11=144/299, 5.10=144299, 6-10=484/d29, 6.9=0/248 NOTES 1) This thus has been checked for uniform rod live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-serxxld gust); h=3M TCDL=4.2psf; BCDL=6.Opsf; Category It Exp B; enclosed: MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water pondmg. 4) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 5) This truss has been designed for a 10.0 psf bottom chord live load noncmcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 3751b uplift at joint 7. LOAD CASE(S) Standard NO.34245 + 9-n YTA'[[ of 110 SATlU01 A. Groonbe:g, P.E. pANSCO En3lneering LLC P.O. BOY 1400 Apolo Beaty, FL 33572 CA 23" Date: 2123107 IVarningl—Verily design parameters and read notes before use. This design is baud only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not buts designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/1'PI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofho Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 1 0 11658 HI7 MONO TRUSS 8 1 Job Reference (optional) Imim1 84 COMPONENTS. APOP fttL o.wu s npr tuw mires rnuusum, u- „ru reu zz ,u.w.ur ewr rt*Bst" 1-5-0 541-6 9-10-13 cr SAm 4-2-7 5-8.6 9-10-1 9-1 1: 541-6 4-1-11 0.412 LOADING(psQ SPACING 2-0.0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.34 Veri(LL) 0.D4 6.7 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(TL) -0.09 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.01 5 We n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 40lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlms. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 94-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=118/11viechenical, 2=50310-5-11. 5=374/Mechanical Max Horz 2= 184(load case 3) Max Uplift4= 102(load case 3), 2=249(load case 3). 5=165(Ioed case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=021, 2-8=891/340, 8-9=850/J61, 3.9=808/353. 3-10=67/33. 10.11=35/0. 4.11=32/27 BOT CHORD 2-12=-440/812, 12-13=440/812. 7-13=440/812, 7-14=-440/812, 6-14 -440/812, 5.6=0/0 WEBS 3- 7=0/366, 3-6=-890/482 NOTES 1) This teas has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf: BCDL=6.Opsf; Category It: Exp B; endosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. 3) This truss requires plate Inspection per the Tooth Count Method when this thus is chosen for quality assurance Inspection. N rGu% jJ F` 4) This truss has been designed for a 10.0 psf bottom chord live load nonconnarent with any other live loads. 5) Refer to for thus to truss rrEWs•. F girder(s) connections.) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4, 249Ib uplift at joint 2 and 165lb uplift at joint 5. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6lb dawn and 44 lb up at 4-3-11. 6 lb down and 44 lb up at w ; N0. 34245 : + 4-3- 11. 66 lb down and 108lb up at 7-1-10, 66lb dawn and 108lb up at 7-1-10. and 42lb down at 1-5-12. and 42lb dam at 1.5-12 on top chord, and 21 Ib up lb down 4-3-11, 56 lb down 7-1-10, and 56 lb down at 7-1-10 on bottom chard. The a fd at 1- 5-IZ 21 lb up at 1-5-12. 16 lb down at 4.3.11, 16 at and at design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are rated as front (F) or back (B). p A C OF 1A LOAD CASESStandarda ~jpje 1) Regular: Lurnber Increase=1.25. Plate Increase=1.25 Uniform Loads ( pIQ Vert: 1. 4=-54. 2-5=20 Sanuol A. Groonbe:g, P.E. Concentrated Loads ( lb) DANSCO En3lneering LLC Vert. 9= 12(F=-6, 13=6)10=131(F= 66, B=66) 12=21(F=10. 8=10) 13=16(F=8, B=8) 14=56(F=28, B=28) P.O. BOV 3400 Apcjio Bea/ s, FL 33572 CA 28a46 Date: 2123107 Warningl-Verify design parameters and read notes before use. This design is baud only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability dunng construction is the responsibility of the emeror. Additional permanent bracing of the overall structure is the responsibility of the building designer. For genernl guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Constmciion and BCSI 1-03 Guide to Good Practice for Handling. Installing G Bracing ofAfetal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Dnve, Madison, WI 53719. 8-0-0 1-0-0 DE Job # 84AP-270IO2 Us LOADING(psf) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.08 Veri(LL) 0.00 2 999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 vert(TL) 000 2 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rda n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 5lb LUMBER TOP CHORD 2 X 4 SYP N0 2 BOT CHORD 2 X 4 SYP No.2 REACTIONS ( lb/size) 2--121/0-3-0, 4=10/Mechanical, 3=4/Mechancal Max Horz2=54(load case 6) Max UpWf 125(lcad case 6). 3=-4(load case 9) MaxGrav2= 121(load case 1). 4=19(load case 2), 3=16(load case 6) FORCES ( Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/19. 2-3=23t6 BOT CHORD 2-4--(Y0 BRACING TOP CHORD Structural wood sheathing directly applied or 1-" oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30f1; TCDL=4.2psf; BCDL=6.Dpsf; Category II; Fxia B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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 requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load ranconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 2 and 4 lb uplift st joint 3. LOAD CASE(S) Standard No. 34245 a 9— n xmv OF iHtw Sa: nuol A. 0,varibe,g, P.E. pANSCo Engineering LLC P, O. 5o113400 APuh7 Bear, FL 33572 CA ' 25M Date: 2123107 IVarningl— Verj(y dolgn parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSIITPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Pnacttce for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses fiom Taus Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270IO2 Job Truss Truss Type City Ply 1 0 11658 J3 JACK 16 1 9-2-10 Job Referenceoptional) LOADING (psf) TCLL M 0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 SPACING 2-" CS! DEFL in loc) Weft Lid PLATES GRIP Plates Increase 1.25 TC 0.09 Vert(L-) 0.00 24 999 360 KMO 244/190 Lumber Increase 1.25 BC 0.07 Verif l-) 0.01 24 999 240 Rep Stress Ina YES WB 0.00 Hcrz(TL) 0.00 3 rt/a We Code FBC2004/TPI2002 Matrix) Weight: 11 lb REACTIONS (lb/size) 3=63/Mechandcal, 2=17&0.3.8, 4=211IMechanical Max Horz2-Wload case 6) Max Upld13=-62(load case 6), 2=129(load case 6) Max Grav3=63(loed case 1). 2=178(load case 1). 4=56(lood case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/20, 2-3=5220 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 1G-0.0 oc bracing. NOTES 1) This trts has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. This truss Is designed for C-C for members and farces, and for MWFRS for reactions spe rlied. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) This Wss has been designed for a 10.0 psf bottom chard live load nonconcturent with any other live loads. 5) Refer to girder(s) for Miss to teas connections. 6) Provide mechanical connection (by oters) of teas to bearing plate capable of withstanding 62 to uplift at jaunt 3 and 129lb uplift at joint 2. LOAD CASE(S) Standard e.. ui No. 34245 : + a it Yra1;l: of w Sa:nuol A. Grtionbt:B, P.E. 13AN9C4 Engineering LLC P.O. Bail 3400 ApcJw Beau, FL 33572 CA 23" Date: 2123107 Warning! —Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded venially. Applicability of design parameters and proper incorporation of component is responsibility or building designer - not truss designer or thus engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Fabrication, quality control, storage, delivery, erection and bracing consult ANSI/fPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Thisses from Thus Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty, Ply 1 0 11658 J5 JACK 1e 1 ab 10-0-10 JReference laplbnal) TA„ rnh'LI 15•fIR•Sil 91rn7 Pin• 1 84 COMPONENTS, APOPKA. FL 84)-0 G-'/=o rw LOADING( psf) SPACING 2-" CS! DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.32 Verl(I-L) -0.03 2.4 >999 360 Mr20 2441190 TCDL 7.0 lumber Increase 1.25 BC 0.22 Vert(fl-) -0.07 2-4 >831 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 nla rde BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight. 17lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS ( lb/size) 3=122/Mechanlcal, 2=247I0-3-0, 4=48BNech8nic8l Max Horz2=144(load case 6) Max Uplif13=126(load case 6). 2=147(loed case 6) Max Grav3=122(load case 1). 2=247(bed case 1). 4--%(load case 2) FORCES ( Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=020, 2-3=97/38 BOT CHORD 2-4=00 BRACING TOP CHORD Structural wood sheathing directly applied or 5-" oc puriins. BOT CHORD Rigid calling directly applied or 10-" oc bracing. NOTES 1) This truss has been checked for uniform roof live load orgy, except as noted. 2) Wind: ASCE 7-02; 120mph (3-5econd gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable and zone and C-C Exterior(2) zone, cantilever left and right exposed; 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 requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This tans has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 147 lb uplift at joint 2. LOAD CASE(S) Standard GE sFfiNo. 34245 : • qa 911srAS oP Qyw Samuel A. Groonlx, g, P.E. pANSC; O Engineering LLC P. O. Bolt Wit) Aprilo Bea1r, i FL 33572 CA 259" Date: 2123107 IVarningi— Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design p:uarnelers and proper incorporation of component is responsibility of building designer — not buss designer or mists engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuh ANSI/fPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 1 0 11656 JK7 JACK 36 1 Job Reference lionN 54 COMPONENTS, APOPKA. FL 8-" 6.3DO s Apr 4 2006 Mrrek Industries, Inc. Thu gj t&2 15:08:59 2007 Page 1 1.0-0 7-0-0 i 10 ran LOADING(pst) SPACING 2-M CSI DEFL In (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.11 24 >730 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 Vert(rL) -0.28 2-4 >292 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2W4/TPI2002 Matrix) Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" ac pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling drectly applied or 10-" oc bracing. REACTIONS (Ib/size) 3=178/MechaNcal, 2=31810-3-8, 4=68/Mochaniral Max Horz2=183(lood case 5) Max Upfifl3=168(load case 5), 2=170(load case 5) Max Grev3=176(load case 1). 2=318(load case 1), 4=136(load case 2) FORCES Ila) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0120, 2-5=-87/0, 3-5=-69/56 BOT CHORD 2.4--010 NOTES 1) This teas has been checked for uniform rod live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h== TCDL=4.2psf; BCDL=6.Opsf; Category IL Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lambe DOL=1.60 plate grip DOL=1.60. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) This tnas has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) Refer to girde(s) for teas to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 3 and 170lb uplift at joint 2. LOAD CASE(S) Standard p GAF Jc`v GEWSF ,eF G No. 34245 : • eqta9—n ztnc or DHtw Sartuol A. Graonbetg, P.E. DAN3C0 Engineering LLC P.D. Boll 3400 Ap 19 Beacr, FL 33572 CA 229" Date: 2123107 Warningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality oontrol, storage, delivery, erection and bracing consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 11658 M7 GABLE 2 1 110Job Reference lhtel 84 COMPONENTS, APOPKA. FL 8-0-0 a.;wu s Apr 4 muti mtreK inausines, me. inu reD Le 1o:ue:av zuur rage 1 1-0.0 5-0.0 6-0-0 1-0-0 —_— 541-0 04W LOADING(psQ SPACING 2-" CSI DE FL In (loc) I/de8 Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.00 1 rJr 120 MT20 244/190 TCDL 7.0 Lumber increase 1.25 BC 0.10 Vart(TL) 0.00 1 Nr 120 BCLL 0.0 Rep Stress Inc NO WB 0.08 Horz(TL) 0.00 We We BCDL 10.0 Code FBC2004rTP12002 (Matnx) I Weight: 251b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verlicals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP N0.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=44/6-4-0, 2=17516-". 7=260/6-" Max Hom2=157(load case 6) Max Upli t6=-6(load case 6). 2=95(load case 6), 7=162(loed case 7) Max GrsV6=56(load case 2), 2=175(load case 1). 7=260(load case 1) FORCES (lb) - Maximum Compression/Maidmum Tension TOP CHORD 1-8=0/13, 2$=0/19, 2-3=148/42, 3.4=31r3, 4-6=-19/31 BOT CHORD 2-7--W. 6.7=0/0, 5.6--= WEBS 3-7=189/303 NOTES 1) This truss has been checked for uniform rod live load only, except as noted. nN4t agr 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psh BCDL=6.Ops1; Category It Fxp B. enclosed; MWFRS gable end zone and C-C Exterior(2)p Gf 444` zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. This thus, is designed for C-C for members end forces, end for MWFRS for reactionsspecrfied. r. ti 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 requires plate inspection per the Tooth Count Method when this truss is chosen la quality assurance Inspection. 5) Gable requires continuous bottom chord bearing. No. 34245 : • 6) Gable studs spaced at 2-0-0 oc. 7) This bias has been designed for a 10 0 psf bottom chord live load nonconarrrent with any other live loads. Provide mechanical connection (by others) oftruss to bearing plate capable ofwithstanding 6 Ib uplift at joint 6, 95lb uplift at joint 2 and 162 Ib uplift at joint 7. xS 9 •, icOF8) LOAD CASE(S) Standardr Snruol A. Grvonbe:g, P.E. DANSCO Engineering LLC P.O. BOW 3400 Apcjv Beacr, FL 33572 CA 250" Date: 2123107 11'arningl—Verify design parameters and read antes befnre use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not buss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building dcsigncr. For 6sncral guidance regrading fabrication, quality control, storage, delivery, erection and bracing consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and SCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing ofMeral-Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Dnve, Madison, WI 53719. 1-0-0 541-0 1-00 5-" DE Job # 84AP-270102 I.0 n, LOADING(pso SPACING 2-" CS! DEFL in loc) Udell Ud PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.37 Vert(LL) 0.14 2.4 >440 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vat(TL) 0.11 2A >581 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Haz(TL) 0.00 rile n/a Weight: 22 to BCDL 10.0 Code FBC2004/TPI2002 Matrix) LUMBER TOP CHORD 2 X 4 SYP NO-2 BOT CHORD 2 X 4 SYP NO-2 WEBS 2 X 4 SYP No.3 . REACTIONS (lb/size) 4=183/Mechardcal, 2=273/0-" Max Horz2=157(load case 6) Max Upiifl I=163(bad case 6). 2=242(load case 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/20. 2.3=106/42, 3-4=131/215 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 a bracing. NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf. Category II; Epp B. enclosed; MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed: porch left exposed: Lumber DOL=1.60 plate gnp DOL=1.60. This truss is designed for C-C for members and farces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent win any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical camec0on (by others) of truss to bearing plate capable of withstanding 1831b uplift at joint 4 and 242lb uplift at joint 2. LOAD CASE(S) Standard ofSF,b No. 34245 qFQ9 %1 Yr h'JC OF 04,9v Samuol A. Greonbe:g, P.E. GANSCO En3tneering LLC P.O. Boat 3400 ApClto Baaer, FL 33572 CA 29" Date: 2123107 lllarning!—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult ANSI/PPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing h Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Ono&io Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Truss Type Oty Ply 1 0 11658 MIS GABLE 1 f2 Job Reference tlonod 84 COMPONENTS, APOPKA. FL 8-" o.xru s Apr • cu06 MT ck inaurmc, in, Thu roc 22 w:ue:w cwr rayo , 1.0.0 5-8.0 1-0-0 5-8-0 a ..... fin, 5$-0 i 5-0-0 LOADING(psQ SPACING 2-0-0 CSI DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Rates Increase 1.25 TC 0.08 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(rL) O.DO 1 n/r 120 BCLL 0.0 Rep Stress Inv NO WB 0.04 Horz(TL) 0.00 Na n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 49lb BRACINGLUMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purifns, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5=24/5-8-0, 2=174/5-M. 6=26515-8-0 Max Ho z2=158(load case 6) Max Upfif15=18(lood rase 6). 2=95(load case 6), 6=-159(load rase 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-7=0113, 2-7=(Y19, 2-3=148/42, 3-4=31/3, 4-5=19/3I BOT CHORD 2i6-010, 5.6=0I0 WEBS 3-6=189/303 NOTES 1) 2-ply truss to be connected together with 10d (0.131'x3•) nalls as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. VO&ISIN" 4j, Bolton chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. p• G A F 2) All loads are considered equally applied to all plies, except If rioted as front (F) or bade (B) face in the LOAD CASE(S) section. Ply to ply connections have been loads Indicated. sL1 .4 O J ,Getj •.F provided to distribute only noted as (F) or (B), unless otherwise 3) This truss has been checked for uniform roof live load orgy, except as noted. O4) Wind: ASCE 7-02: 120mph (3-second gust): h=30tt; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Fxp B; enclosed; MWFRS gable end zone and C-C Fxtenor(2) i q . i zone; cantilever left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60. This truss is designed for C-C for members and forces, and for MWFRS for No. 34245 ; reactions specified. 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to vend (normal to the face), see MiTek "Standard Gable End Detail' x a y 9 p C OF ~ 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. fAL /• 9) This truss has been designed for a 10.0 psf bottom chord live load norlconcurrent with any other live loads. brrun> r 4 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 Ito uplift at joint 5, 95lb uplift at joint 2 and 159 Ito uplift at joint 6. LOAD CASE(S) Standard Samuol A. Grapnflerg, P.E. DANSCO En3lnearing LLC P.C. BOY 3400 APcJ'QSaar, FL 33572 CA 23M Date: 2123107 IVarning!—Verlry design paramerer3 and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not toss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/rPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses 6om Taus Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Thus Truss Type Oty Ply 1 0 11658 M1C MONO TRUSS 8 1 Jab Referencetlonal aq i umnantNio. nrurrw rL B-0-0 ............... _......,...........___..._... _._. ..._e--lr— 1.0-0 541-0 6.4-0 1-0.0 5.8-0 0-8.0 0 54)-0 6-4-0 LOADING(psQ SPACING 2-0-0 CS! DEFL in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Veri(LL) 0.14 24 >440 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vat(TL) 0.11 2r1 >581 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 rile Na BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=182/0-8-0, 2=277/0-8-0 Max Haz2=159(loed case 6) Max Upift4=182(loed case 6), 2=247(load case 6) FORCES (lb) - Maximum ComprsssiaNMaximtan Tension TOP CHORD 1.2=021, 2-3=106142, 3.4=130214 BOT CHORD 2-0--OIO BRACING TOP CHORD Structural wood sheathing directly applied or 5-&0 oc purlins. except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braang. NOTES 1) This toss has been checked for uniform rod live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30f1; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Fxp B; endosed: MWFRS gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate gnp DOL=1.60. This toss is designed for C-C for members and faces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 4 and 247lb uplift at joint 2. LOAD CASE(S) Standard Jv_\'SFCo, No. 34245 + FAPitxrxicOFOAw Samuol A. Graonlbe g. P.E. DANSCO engineering LLC P.O. BODE 340a ApaiO Bear, FL 33572 CA 23" Date: 2123107 1Varningl—Verify design parameter' and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not tress designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/fPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Piacrice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270102 Job Truss Thus Type Dry Ply 1 0 11658 T1 COMMON 2 1 Job Reference(optional) a 7m c Anr a 70015 Mrex Irdustdes. Inc. Thu Feb 22 15:09:01 2007 8aae 1 84 CPMWENTS. APOPKA 1-0 B 2 12 i 12 9-0 174-0 I 21-10-10 26-54 3441-0 3 1-0 0 8-2-12 4-6.10 4.6-10 4-6-10 4-6-10 B-2.12 1-0.0 11- • 1373 Mn 17.5.14 17-5-14 B-2-12 174-0 26-54 3441-0 B-2-12 9-14 9-14 8-2-12 LOADING(psl) SPACING 2-0-0 CS! TC 0.60 DEFL in (loc) Well Lid Vert(LL) 0.24 8-10 >999 360 PLATES GRIP MT20 2441190 TCLL 20.0 TCDL 7.0 Plates Increase Lumber Increase 1.25 1.25 BC 0.71 Vert(rL) -0.46 12-14 >895 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Harz(TL) 0.13 8 Na Ne Weight: 171 Ib BCDL 10.0 Code FBC2004rrP12002 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3.1-2 be purlms. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-&l oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1334M-3.8, 8=1334ID38 Max Harz2=-66(load case 7) Max Up5ft2=485(losd case 6), 8--485(load case 7) FORCES (lb) - Maximum CompressionlMaidmum Tension TOP CHORD 1-2=0/20, 2-15=266911394, 3-15=2515/1407, 34=2637/1583, 4-5=1705f1059, 5-6=1705/1059, 6-7=2637/1593, 7-16=2515/1407, B-16=2669/1394, B-9=0/20 BOT CHORD 2-14=-11412WO. 13-14=838/1885, 12-13=838118B5, 11.12-838/1885, 10.11=-838/1885, B-10=1141/2380 WEBS 3-14=3701429. 4-14=4571756, 4-12=537/433, 5-12=5401996, 6.12=537/433. 6.10=457/756. 7-10=3701429 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Op51: Category It; Exp B; enclosed: MWFRS gable end zone and C-C F-xterlor(2) zone: cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60. This thus is designed for C-C for members and forces, and for MWFRS for reactions specified. 3 This truss requires plate Inspection per the Tooth Count Method when this truss Is closet for quality assurance inspection. 4i This thus has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485lb uplift at joint 2 and 485lb uplift at joint 8. LOAD CASE(S) Standard T _\• GE $F B NO.34245 : + t1 ntAsc OF Di/a Scnual A. Greonbe: g. RE. DAN$CO Engineering LLC P.D. B*V+ Wa ApCop Baw, FL 33572 CA2UM Date: 2123107 117urning!=Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not thus designer or miss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regardingfabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard for Metal -Plate Connected Wood Truss Construction mid BCSI 1-03 Guide to Good Practice for Handling. Installing &'Bmcing of Meial Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofr90 Drive. Madison, WI 53719. DE Job # 84AP-270102' Job Trues Truss Type Oty Ply 10 1165E TIA GABLE 1 2 Job Reference tonal 84 CPMOENTS. APOPKA, FL o.,wu s npr a zuuo mii eK inousu=. arc. inu reo " ia:ua:uc cuut rage t r1:21 17.4-0 34-8-0 35-0-0 r1-0-0 174-0 174-0 1." fiat • 1171 17.5-14 LOADING(psQ SPACING 2-0.0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Rate Increase 1.25 7C 0.05 Vert(LL) 0.00 21 n/r 120 Mi20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.00 21 rVr 120 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 20 Na n1a BCDL 10.0 Code FBC2DD4/TPI2002 (Matrix) Weight: 396lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-" oc purlms.. BOT CHORD Rigid ceiling directly applied or IG-0-0 oc bracing. REACTIONS (lb/size) 2=16W344W. 30=141/34-6-0, 31=14854-M, 32=148r3441-0, 34=148/34.8-0, 35=146r34-6-0, 36=15Sr0-". 37=115rd4.8-0, 38=235/54-8-0, 29=148/34-8-0. 28=14804-8-0, 26=148134-8-0, 25=146r-W8-0, 24=156/344.0. 23=115r34-8-0, 22=235/34-8.0. 20=169r34-8-0 Max Horz2=67(load case 7) Max Uplift2=91(load case 6), 31=43(losd case 4), 32=55(load case 4), 34=51(load case 4), 35=52(load case 4), 36=64(load case 6), 37=76(load case 6), 38=127(load case 6). 29= 42(load case 5). 28=56(load case 5). 26=51(load case 5). 25=52(load case 5), 24—64(load case 7), 23--76(lood case 7), 22=127(load case 7). 20=103(load case 7) FORCES (lb) - Maximum Compression/Matdmun Tension TOP CHORD 1-2=0119. 2-3=98127, 3-0=36129. 4-39=29/56, 5-39=0/59. 5-f=- 1/100, 6.7=9/106, 7$=30/160, 8-9=30/215, 9.10=30272, 10-11=301320, 11-12=30/ 320, 12-13=30/272, 1314=30215, 14-15-30/160, 15.16=9/106, 16-17=31/100, 17r10 155, 18-40=29/51, 18.19=36/11, 19-20=-8427, 20-21=0/19 BOT CHORD 2- 38=GM55, 37-38=0/155, 36.37=0/155, 35-36=0/155, 34-35=0/155, 3334=0/155, 32-33=0/155, 31-32=0/155. 3D-31=01155. 29-30=0/155, 28.29=0/ 155. 27-28=0/155, 26-27=0/155, 25.26=0/155, 24-25=0/155, 2324=0/155. 22-23=01155, 20-22=0/155 WEBS 11-30= 12010, 1D-31=108/109, 9.32=108/131. 8-34=108/124, 7.35=107/125. 5-36=113/129, 4-37=-WlD9, 3-38=164/175, 12-29=108/109, 061010j b 19.28=108/131, 14-26= 1081124, 15-25=107/125. 17-24=113/129, 18-23=-88I109, 19-22=164/175 NOTES 1) 2-ply leas to be connected together with 10d (0.131'x3') nails as fellows: SF•, F C Top follows: 2 X 4 1D-9-0 c, chords connected as - row at oc. Bottom chords connected as follows: 2 X 4 - I row at 0.9-0 oc. No. 34246 5 2) All loads are considered equallyappliedtoallplies, except if noted as front (F) or beck (B) face in the LOAD CASE(S) section. Fly to ply connections have been to distribute loads otherwise indicated. a provided only noted as (F) or ( B), unless 3) This teas has been checked for uniform roof live load only, except as rated. 4) Wind: ASCE 7-02; 120mph ( 3second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category It; Exp B; enclosed; MWFRS gable aid zone and C-C Extenor(2) zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1 60. This truss is designed for C-C for members and face;, and for MWFRS for reactions specifiedI.we 5) Truss designed for wind loadsintheplaneofthetrussonly. For studs exposed to wind (normal to the face), see MiTek *Standard Gable End Detail" t 6) All plates are 2. 5x4 MT20 unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. Sa nUul A. 133rgOnbe,9. P.E. 8) Gable requires continuous bottom chord bearing. DANSCO Engfneering LLC 9) Gable studs spaced at 2- 0-0 oc. P.C. B01t 300 10) This truss has been designed for a 10.0 psf bottom chord live load rloncencurrent with any other live loads. AprJlp Bead, FL 33572 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 2, 43 lb uplift at joint 31, 55 Ib uplift at joint 32. 51 CA 23" lb uplift at joint 34. 52lbupliftatjoint35, 64 lb uplift at joint 36, 76 Ib uplift at joint 37. 127 lb uplift at joint 38, 42 lb uplift at joint 29. 56lb uplift at joint 28, 51 lb uplift at joint 26, 52 lb uplift at joint 25, 64 lb uplift at joint 24. 76 lb uplift at joint 23, 127 lb uplift at joint 22 and 103 lb uplift at joint 20. LOAD CASE(S) Standard Date: 2123107 Warningl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofho Drive, Madison, WI 53719. DE DANSCO ENGINEERING, LLC P.O. Box 3400 Apollo Beach, FL 33572 Telephone (813) 645-0166 Facsimile (813) 645-9698 E-Mail: trusses danscoengineering.com CA 25948 P.O. BOX 1049 Summerville, SC 29484 Telephone (843) 875-4912 Facsimile (843) 871-0603 C00646 The truss drawing(s) listed below have been prepared by 84 Components under my direct supervision based on the parameters provided by the truss designers. Job: 11657 Builder: CORINTHIAN BUILDERS Project: SANFORD DUPLEX - FLOORS 07 Truss Designs DE Job #84AP-270101 Trusses: f 1, f1 a, f 1 b, f2, f2a, fg 1, fg 1 a PLANS C'EVIEVVED CITY OF SANFORD Date: February 23, 2007 Samuel A. Greenberg, P.E. FL Reg. No. 34245 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. FBC-2004 Sec. 1609, ASCE 7-02. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. DE Job # 84AP-270101 S 0-A-8 11-•13,3 imp 8.)-0 14-0 2-8-0 4-" 54-0 6-8.0 8-" 94-0 10-8-0 12-" 134-0 1441-0 16-0-0 174-0 18.8-0 20-0.11 14-0 1-4-0 14-0 14-0 1.4-0 14-0 14-0 14-0 14-0 14-0 14-0 1-4-0 14-0 14-0 14-11 LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) Na Na 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) Na Na 999 BCLL 00 Rep Stress Incr NO WB 0.03 Horz(TL) -0 00 17 Na No BCDL 50 Code FBC2004/TPI2002 (Matrix) Weight: 86 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except and verticals. BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) 34=57/20-0.11. 18=7120-0-11, 17=59/2D-0-11. 33=141120-0-11, 32=148/20.0.11. 31=146120-0-11. 30=147120-0-11. 28=147120-0-11, 27=147/20.0.11, 26=147/20.0.11. 25=147/20-0.11 24=147/20-0.11. 23=147/20-0-11. 22=147/ 20-0.11, 21=147/20-0-11, 20=14&20-0-11, 19=155120.0-11 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 34.35=51/0, 35.36=51/ 0, t-36=-51/0, 17- 18=0/0, 1-2=7/0. 2.3=-7/0, 34=-710, 4-5=-710, 5.6=-7/0. 6-7=7/0, 7$=7/0, 8-9=7/0, 9.10=-7/0, 10.11=-7/0, 11-12=-7/0. 12.13=-7/0, 13-14=-710, 14.15=-710, 15.16=7/0. 16-17=7/0 BOT CHORD 33.34=Q/7, 32.33=1317, 31-32=0R. 3D-31=00, 29.30=0/7, 28-29=0n. 27-28=0f7, 26-27=Of7. 25-26=017, 24-25=O 7, 23.24=0f7, 22.23=0(7, 21.22=Of7, 20-21=0R. 19.20=01`7. 18-19=0/7 WEBS 2-33=13010, 3.32=13410, 4-31=13310, 5-30=13310. 6-28= 133/0, 7-27=-13310. 8-26=-13310, 9.25=133/0, 10-24=-13310, 11-23=133/0, 13.22=13310. 14-21=-134/0, 15.20=131/0. 16-19=142/0 NOTES 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3 Gable requires oontlnuous bottom chord bearing. 4; Truss to be fully sheathed from one face or securely braced against lateral movement (i. e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Bearing at joint(5) 17 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should venty capacity of bearing surface. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-" a and fastened to each truss with 3-16d nails. Strongbac t; to be attached to walls at their outer ends a restrained by other means. 6) CAUTION, Do riot erect truss backwards. LOAD CASE(S) Standard No. 34245 : ` a n mm- lic of 0Aw SaTiu01 A. Gfopnbcg, P. E. DANSCO Englnaaring LLC P.O. Bait 3400 Apelw Beam, FL 33572 C+ '29AM Date: 2123107 IVarning!— Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability dunng construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For 6cneml guidance regarding fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/TPI I National Design Standard for Metal Plare Connected Wood Truss Construction and BCSI 1-03 Guide to Good Pracurejor Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute. 583 D' Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270101 0 COMPONENTS. APOPKA. FL 0.300 a Apr 4 Z000 MIlek Inqu5me5. Inc. Tnu I-ee;U 15.07.35 2007 rage 1 0-1-8 H 1 1-79 F=iH 'f=1 br x. r r.0 = •• _ .• _ • _ 24 FP= 4•4 _ 1.6 _ 2 2 r I 1 Y, to 11 12 12 1• 8.0-0 8.0.0 20.0-11 Plate Offsets (X Y), 11:Edge 0-0.121 115.0.1.8 Edgel 119:0-1-8.Edgel, 120 0.1.8,Edgel 124:Edge 0-1-8] 125,0-1-8 0.0-121 126:0.1.8,0-0-121 LOADING(psf) SPACING 2-0-0 CS1 DEFL in loc) I/deb Vd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.33 19-20 >724 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.51 19.20 >463 240 MT18H 244/190 BCLL 0.0 Rep Stress Ina YES WB 0.56 Horz(TL) 009 16 Ne Na BCDL 5.0 Code FBC2004rTP12002 Matrix) Weight: 108lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD 4 X 2 SYP No.2 'Except' BOT CHORD 1 Row at midpt 16-24 B24X2SYP No.1 WEBS 4 X 2 SYP No.3 REACTIONS ( lb/size) 24=108&0.74, 16=1086/Mechardeal FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 24-25=69/0, 25-26=69/0, 1-26=-69/0, 15-16=-7210, 1-2=010, 2-3=2539/0, 3.4=2539/0, 4-5=-4009/0, 5-6=-4009/0, 6.7=-0405/0, 7 8= 4405/0. 8- 9=-440510. 9-10=4026/0, 10-11=-4026/0. 11-12=-402610, 12-13=-257510, 13-14=257510. 14-15--0/0 BOT CHORD 23- 24=0/1404, 22-23=013393, 21-22=013393. 20-21=0/4343, 19.20=0/4405, 18-19=0/4350, 17-18=05421, 16-17=0/1451 WEBS 2-24=1725/0, 14- 16=-1761/0, 2-23=0/1395, 3-23=162/0, 14-17=0/1381, 13.17=160M. 4-23=-1050/0, 12-17=1040/0, 4-21=0/756.5-21=17310, 12-18=O743, 10-18=172/ 0, 6-21=534/0. 9-18=52610, 6-20=258/551, 9.19=269/540. 7.20=399/170, 8-19=391/178 NOTES rau 1) Unbalanced floor live loads have been considered for thus design. •"' GA F ` 2) All plates are MT20 platesunlessotherwiseindicated. p• 3) All plates are 1,5x4 MT20 unless otherwise indicated. 4) 4) This truss requires plate Inspectionper the Tooth Count Method when this truss is chosen for quality assurance inspection. •Y 5) Refer to girder(s) for truss to truss connections. e 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each tens with 3-16d nails. Strorgbacks to be attached to walls at their outer I 91, ends or restrained by other means. = x No, : No. 34245 • ti 7) CAUTION. Do riot erect trussbackwards. 3* • A C OF LOAD CASE( S) Standard g'•(kri S11'nuol A. Grvonberg, P.E. pANSCa Englneering LLC P.O. Bon 3400 Apaio Bear, FL 33572 CA 2- NM Date: 2123107 Warn ingl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded venically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional pennanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSI/rPl I National Design Standard for Metal Plate Connected flood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270101 Job Truss Truss Type Oty Ply 10 11657 F18 FLOOR 2 1 Job Reference tonal Ov .VMNrvCry I J. /.Nr'rVt rl 0-1-8 HI 1 v.wv a r•y, -, cvw ,ru, cn u uuau.ca. ,,,u. ,,,u , cu cc ,u.v..w cw. r.yv p 1 p4 a. x•r e.. . 3w FF. .... a i t, t . t o, ro n It 13 r. F = t.0 = TO = 8.0.0 20-0-11 20-0-11 Plate Offsets (X Y): ll:Edge.0.0.121. 115A-t-8,Edgel 119 0.1.8 Edgel 120:0.1.8 Edgel. 124:Edge.0-1-81. 125,0.1.8.0-0.121. R6:0.1-8,0.0-121 LOADING(ps' SPACING 2.0.0 CSI DEFL in loc) I/defl Ud PLATES GRIP TCLL 40 0 Plates Increase 1.00 TC 1.00 Ven(LL) -0.19 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0 98 Ven(TL) -0.29 18-19 >673 240 BCLL 0.0 Rep Stress Ina YES WB 0.51 Horz(TL) 0.03 16 n/e Na BCDL 5. Code FBC2004/TPI2002 Matrix) Weight: 108lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD 2 Rows at 1/3 pts 16-23 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 24=-410/4-M, 16=776IMechanicel, 23=1806/4-M Max Uplift24=541(load case 3) Max Grav24=18(load case 2). 16=777(load case 3). 23=1806(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 24-25=68/0. 25.26=6810, 1-26=-66I0, 15-16=-71/0, 1-2=0/0, 2-3=0/1621, 3-4=011621, 4-5=696/0, 5.6=696/0. 6-7=1885r0, 7.8=1885t0, 8-9=1885/0, 9-10=2298/0. 10-11=2298/0. 11.12=2298/0, 12-13=-1694/0, 13-14 =1694/0. 14-15=010 BOT CHORD 23-24=792/0, 22-23=359/0. 21-22=35910, 20-21=0/1503, 19.20=011885, 18-19=0/2148, 17-18=0019, 16-17=0/1002 WEBS 2.24=0/974, 14.16=-1217/0, 2.23=-1152/0, 3-23=183/0. 14-17=0/850, 13.17=160/0, 4-23=1559/0. 12-17=522/0, 4-21=011284, 5.21=196/0, 12- 18=0220, 10-18=15510, 6-21=-99310, 9-18=68/254. 6-20=0/998, 9-19=-71310. 7-20=720/0, 8.19=0/497 NOTES 1) Unbalanced floor live loads Have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 24. 6) Recommend 2x6 strongbacks, on edge, spaced at 1D-" oc and fastened to each truss voth 3.16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do rat erect truss backwards. LOAD CASE(S) Standard 8- 0.0 G1 No. 34245 • a 9- n zTA'ic of D S4mugl A. Grvanlle:g, P.E. 13ANSCO Engineering LLC P. O. 80 0440 Apclw Beam I FL 33572 Z UM Date: 2123107 Warn iny!—Verify design parameters and read nme3 before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of desigl parameters and proper incorporation of component is responsibility of building designer - not truss designer or thus engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabncation, quality control, storage, delivery, erection and bracing consult ANSIfTPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice jar Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive. Madison, W1 53719 DE Job # 84AP-270101 0-1-8 H 11F7-9 15•111 .•. _ ]A FP= I,5•111i1 - ,•, 1 r•1 II ]•] 1 8 IC 1 t,•1 11 1.1 = 1.1 II 1] Il All mm, A& 1 NEARAPVAA q166, tY tY Y lilttYs fY `M 8.0-0 8-M 16-4-15 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 037 Ven(LL) -0.16 18-19 >999 360 MT20 2441190 TCDL 10 0 Lumber Increase 1.00 BC 079 Vert(TL) -0.25 18-19 >790 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 14 rVa n/a BCDL 5.0 Code FBC2004rTPI2002 (Matrix) weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M be puriinis. except end verticals. BOT CHORD 4 X 2 SYP N0.2 BOT CHORD 1 Raw at midpt 14-22 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 14=889IMerhaNcal, 22=88310.3-8 FORCES (lb) - Maximum CompressionfMaximum Tension TOP CHORD 22-23=6910, 1-23=69/0, 13.14=71/0, 1-2=410. 2-3=201510, 3-0=201510, 4-5=2908/0, 5-6=2908/0. 6.7=2908/0, 7$=2947/0, 8-9=290810. 9.10=290810, 10-11=-201410, 11-12=2014f0, 12.13=0/0 BOT CHORD 21-22=0/1164, 20-21 =012587. 19.20=0/2947, 18-19=0/2947, 17-18=012947, 16.17=0/2587, 15-16=0/2587, 14-15=0/1165 WEBS 2-22=1409/0. 12-14=-141510. 2-21=0/1045, 3.21=161/0, 12-15=0/1043, 11-15=159/0, 4-21=-70310. 10-15=70410, 4-20=0/446, 6-20=-226/152, 10.17=0/446. 9.17=-226/153, 7.20=536/295, 8-17=536/294, 7.19=189/183. 8-18=1891183 NOTES 1) Unbalanced floor live loads have been considered for this design. p Ntagr2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection _,+• e A s 43) Refer to girder(s) for tens to ass connections. 43 _ p• -'6 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer J .1'GE NSA' 41 ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard = • : No. 34245 ' + a 91i SrA-tc OF Diff SA.-nuol A. Graonbe: g, P.E. C)ANSCO Englneating LLC P.O. Bon 3400 Apclao Beam, FL 33572 CA '25" Date: 2123107 Il urning!—Verify design parameters and read notes before use. This design is bled only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of desi6m parameters and proper incorporation of component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral suppon of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing. consult ANSI/TPI I National Design Standard for Metal Platt Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for llandling. Installing & B]u: ing of Metal Plate Connected Wood Trusses from Truss Plate Institute. 583 D'Onofrio Drive, Madison, U11r53719. DE Job # 84AP-270101 Job Truss Truss Type Oty Ply 011657F2AFLOOR211, Reference(optional) tJq l•VMYVrvery ll, /V'V r'N\ rl Or2}q 1.6.0 0 2H4 Y.,T/Y i1P' Y—M,I—„RlYiYIW, I{,. I,IY--,J. —,— —W.I 11y • Me 1F••11 hr= h0= h0= MFP= hr= IF•r ll h= hF 11 I. I,.IIIII IIII. h8= M = 8-0-0 8-" 16-1.15 Plate Offsets (X Y): 11:Edge 0.1-81 16.0-1-8,Edge] 17 G-1.8,Ed el 113:0-1.8 Edgel 119:0-1.6 Edgel LOADING(psf) SPACING 2.0-0 CSI DEFL In loc) Udell Ud PLATES GRIP TCLL 40.0 Plates Increase I'00 TC 0.37 Verl(LL) -0.15 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0 77 Ven(TL) -0.23 17-18 >824 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 14 Na n/a BCDL 50 Code FBC2DD4/TP12002 Matrix) Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No 2 BOT CHORD 1 Row at midpt 14-22 WEBS 4 X 2 SYP No 3 REACTIONS (lb/size) 22=8750-3-8, 14=87510-3-8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1.22=-71/0, 13-14=71/0, 1-2=0/0. 2-3=-1975(0, 34=197510, 4-5=2832/0, 5-6=2832/0, 6-7=2857/0, 7-8=-2832/0. B-9=-2832/0, 9-10=-2832/0, 10-11=1975/0, 11-12=197510. 12.13=0/0 BOT CHORD 21-22=Q/1146. 20-21=0/2529, 19.20=02529, 18-19=0/2857, 17-18=02857, 16-17=0/2857, 15.16=0/2529, 14-15=0/1146 WEBS 2.22=1391/0, 12-14=1391/0. 2.21=0/1019, 3-21=159/0, 12-15=0/1019. 11.15=159/0, 4-21=680/0, 10-15=680/0, 4-19=0/444, 5.19=-253/199, 1D-16=0/444, 8-16=2531199, 6.19=6001373, 7.16=600/373. 6.18=233/214, 7-17=23304 NOTES 1) Unbalanced Boor live loads have been considered for this design. ` psr t4gr2) This thus requires plate inspection per the Tooth Count Method when this truss is Chosen for quality assurance inspection. 14 us3) Recommend 2x6 strongbaclis. on edge, spaced at 1D-" oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer p. G A Lei y` ends or restrained by other means. a k E11 8 5 LOAD CASE(S) StandardQ No. 34245 • a 1 41 Ail OF Sa:nuol A. Grwonberg, P.E. r)ANSCG EngIneering LLC P.O. 6iy13c00 Apcito Bea1r, FL 33572 CA 2UM Date: 2123107 Warn ingl—Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded venially. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability dunng construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSIITPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onefrio Drive, Madison, WI 53719. DE Job # 84AP-270101 Job Truss Truss Type Oly Ply 1 0 11857 FG1 SPECIAL 2 2 Job Reference (optional) B.MMPONENTS, APOPKA. FL 11112M 6.300 5 Apr 4 Z000 MITek Industries. Inc. Thu Feb Z2 15.07:W 100761W 1 3-0-4 I 5.10-12 i 8-9-3 i 11-9-7 3.0-4 2.10-8 2-10-8 3-04 r • uu 1>® 3® 8.0-0 8-" 3-0-4 5.1D-12 8-9 3 11.9-7 3.0-4 2-10-8 2-1D-8 _ 3.0.4 LOADING(psf) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 083 Vert(LL) -0.09 8 >999 360 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 088 Vert(TL) -0.25 8 >552 240 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.06 6 rile rile BCDL 50 Cade FBC20D4lTPI2002 Matrix) Weight: 113lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc punins, except end verticals. BOT CHORD 2 X 4 SYP No.I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=2701/0-8-0. 6=2701/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=616(0, 1.2=596/0. 2-3=5586/0, 3.4=5586/0, 4-5=596/0. 5-6=-61610 BOT CHORD 9-10=0/5586, 8.9=017522, 7-8=Q/7522, 6.7=0/5586 WEBS 2-10=5307/0, 2-9=0/844, 3.9=-2060/0, 3.8=Orb84, 3.7=2060/0, 4-7=0/844, 4-6=-5W7/0 NOTES 1) 2-ply I US3 to be connected together with 10d (0.131'x3) nails as follows: Top chards connected as follows: 2 X 4 - 1 row at D-7-0 oc. Bottom chards connected as follows. 2 X 4 - 1 row at D-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if rated as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss has been checked for uniform roof live load only, except as noted. 4) Provide adequate drainage to prevent water pending. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Load easels) 1, 2 hasftve been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber bicrease=1.00, Plate Increase=1.00 Uniform Loads (ptl) Vert: 1-5=-366(F=268), 6-10=102(F=-92) 2) UBC: Lumber Increase=1.25, Rate Increase=1.25 Uniform Loads (plf) Vert: 1.5=-288(F=268), 6-10=122(17=-92) No. 34245 • 4 JI! =A-ac of DA SB nual A. Grapnbe.g, P.E. pANSCd En3lneering LLC P.O. BON 3400 AP 19 Beacr, FL 33572 CA 25" Date: 2123107 Warning! —Verify design parameters and read notes before use. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vcrticilly. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSIfTPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCS1 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. DE Job # 84AP-270101 Job Truss Truss Type oty Ply 1ob11657FG1ASPECIAL22JReference(optional) 84 COMPONENTS,aWKA FL i as= 6. 300 s Apr 4 2M Mltax Inausmes, Inc. Thu reaft4:07:38 2007 rage t t t 1- 11-12 3-1.1-8_ _ LOADING( psf) SPACING 2-00 CSI DEFL in loc) Well Ud PLATES GRIP TCLL 40 0 Plates Increase 1.00 TC 015 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) 0.01 5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 4 n/a Na BCDL 5.0 Code FBC2004rTPt2002 Matrix) Weight: 40It, LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=693r0-8-0. 4=693/0-3-8 FORCES ( lb) - Maximum Compression/Maximum Tension TOP CHORD 1-6=-063/0. 1-2=-679/0, 2-3=-679/0, 3.4=663I0 BOT CHORD 5.6=-0/0, 4-5=-0/O WEBS 1-5=0/781.2.5=79510.3.5=Or181 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-8 of purlins, except end verticals. BOT CHORD Rigid caling directly applied or 10.40 oc bracing. NOTES 1) 2-ply ass to be connected together with 10d (0 131'x3') nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0.9-0 a. 2) All loads are considered equally applied to all plies, except if noted as from (F) or beck (B) face in the LOAD CASE(S) section. Ply to ply connecbons Have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) This truss has been checked for uniform roof live load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Load easels) 1, 2 hasthave been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss LOAD CASE(S) 1) Regular: Lumber horease=1.00, Plate Increase=1.00 Uniform Loads (ply Vert: 1-3=-366(1`=268), 4-6=10 2) UBC: Lumber Increase=1.25, Rate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-288(1`=268), 4-6=30 P• G J9 ti Ow GENSF .ecc`S No. 34245 t + a 9_ 1!1 a?ATc OF A6 Samuel A. Greenberg, P.E. pANSCO EngIneering LLC P. O. Baits 3400 Apc V Beau, FL 33572 CA2UM Date: 2123107 IVurning!— Verify design purumeten and read now before use. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded venially. Applicability of design parameters and proper mcorporaton of component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing consult ANSIrrPI I National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good Practicefoi Handling, Installing Air Bracing of Metal Plate Connected Wood Trusses froin Truss Plate Institute, 583 D'Onofno Drive, Madison. WI 53719. SHOP DRAWING APPROVAL 5-8-0 11-4-0 23-4-0 i. to 1 / I 1 , 0 0 1 1 0 / \ 5-8-0 II-4-0 23-4-0 nip C Z n W M 00 THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Approved by Date: 24" 10.0 rl 19-818 N N mr X D D D D D 1 D Gla 1 , COMPONENTS 2350 West Orange Blossom Trail Zellwood. FI 32798 Phone - (407)884-0684 Fax - (407)884-7584 Client: Job # 11657CQRINTHIAN_B-UI.LDERS Job Desc.: Sales Rep: SANFORD DUPLEX PETE Site Information: SUBDIVISION Lot # Scale. N. T.S. Date. 2/ 16/07 Drawney: AB IffMtD IPZS FNM BY aALQ6 F' Llr9 011 0AFTRL I[ R WOO mni mIIOI • 21V t0• • hu Irylal i 12 OI TRUSS f.Nn DETAIL I9TE HEIGHT R a N N a3 ° 0 -V I4 U V 12-8-0 40-8-0 12-8-0 7-0-0 7-U-0 Y.7 \ J:7 \ F3 1.7 / J;7 Ji A s t 7-0-0 7-0-0 c L = 20-4-0 20-4-0 12-8-0 40-8-0 12-8-0 1 SHOP DRAWING APPROVAL l;i n RINTHIAN BUILDERS Job # 11658 IttRD.CD InAS nA(F Df I11LI6R RimaflusnnG PLATE HEIGHT THIS LAYOUT THE SOLEANDRVIOUSAABRICATIONOFOFTRUSSESANDVOIDSALLPREVIOUSARCHITECTURAL I ICLL won , ,.d HIIIUt , 2+1 Imo'' 12 Job Desc: SANFORD DUPLEX Sales Rep: PETE 8 -0 R.F F OR OTHER TRUSS LAYOUTS REVIEW AND APPROVAL Site Information: OF THISTRUSSES WILL AYOUT WIA BUILTUST RECEIVED B ONDI ANY TO VERIFY ALL CONDITIONS SUBDIVISION/ADDRESS fP 12 INSURE AGAINSTTOINSUREAGAINST CHANGES THAT WILL RESULTC COMPONENTS I ' y 3/y" R.F.FINEXTRACHARGESTOYOU aLot 72350WestOrangeBlossomTrail Zellwood, FI 32798 I-Q Scale. N.T.S. Date 2/16/07 Drawn a x ABPhone-(407)8840884 IMS END DETAILApprovedby: Date: Fax - (407)8847584 DEVELOPN N'r .FEE WORKSHEET Utlllty Department Proj ect Name: o Y 8 d Owner/Contact.Person: en v Phone: •32I _ 3 7 7 - Address: .2 / 2 2 133. 2 / Zo 5 L S Nou-Residential " 1 TYPE OF DEVELOPMENT: tesidential TYPE OF UNIT(s) ' Single Family Multi -Family Commercial; Industrial . 2) 1 1 i Z re wa Hovs£5 31 TOTAL NUMBER OF UNITS or.BUILDINGS: ylL 3v le K •. 4) TYPE OF UTILITY'CONNECTION: a) Meter: Individual Master Sewer Tap: Individual Common b) Se P 3 To -5 Tap Required Tap Existing Tap Required Tap Existing 1 '/z=inch 2-inch•[] • Supplied by 5) WATER METER SIZE: %-inch 1-inch Con for t ld, C ToT None Individual Master Supplied by 6) AWS METER:' Meter Meter . Contactor Alternative water supply) 1 Y2-inch 2-inch Supplied by a) Meter Size: %-inch 1-inch Contractor S`UM,,{{ n v OF r>\,rpA t"T FEES METERS and TAP CHARGES 1 Sg— uN.Ts COMMENTS: Water impact fees ........ 12a°' e G wtTs W/T 5 wf—t! S Sewer impact fees ......... $ Water Meter set 3 5' d" eWq uru.T. Water Meter set and tap $ - Meter deposit and S/C.. $ I oo F_ Sewer tap F AWS Meter Set ..........$ : c o 6 3 z G.bo -$ Zo`f o O4 AWS Meter Tap & Set..$ ` TOTAL DUE .......... $ 1 Signature - Utility Director or Engineer Date: City of Sanford Utility Departme Page 1 of 2 P.O. Box 1788, Sanford, Fl. 327'. Updated: July, 2005 Phone (407) 330-56, AL I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1209 West 6th Street (Lot 4, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 - SANFORD, FLORIDA 32772-0823 - (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No.1660-0008 Federal Emergency Management Agency I 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 CORINTHIAN BUILDERS, INC. I Policy Number A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1209 West a Street City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 4, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28048,420' Long. 81 D16.844' Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate Is being used to obtain flood Insurance. AT Building Diagram Number 1 AS. For a building with a crawl space or endosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq ft a) Square footage of attached garage 30 sq It 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 NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b 13 sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State __71CITYOFSANFORD1202941SEMINOLEFLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Fkxod B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117C0045 E APRIL 1995 APRIL 1995 X NA B10. Indicate the souroe of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile ® FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: [IConstruction Drawings, Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified In Item A7. Benchmark Utilized SEM CO 13M#3297001 Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V,Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 2_5.25 feet meters (Puerto Rico only) NA.- feet meters (Puerto Rico only) jaw.- feet meters (Puerto Rico only) 25.21 feet meters (Puerto Rico only) a.20 feet meters (Puerto Rico only) 24.1 feet meters (Puerto Rico only) 24.2 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the 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 forth. Certifiers Name R. BLAIR KITNER License Number PSMfi`• 3382 Title PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 City SANFORD State FL ZIP Code 32772 4073ZZZ000 l - - IMPORTANT: In these spaces, copy the corresponding infonnation 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 1209 West 6"' Street City Sanford State FI ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C Pad on South side of Building 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 El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. 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 feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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 oorrect to the best of my knowledge. Property Owners or Owners 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 items) 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/Oocupancy Issued G7. This permit has been Issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: j] feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Locai Official's,iJame Title Community Name Telephone Signature Date Camment5 PLAT OF BOUNDARY SURVEY ty for 1J CORINTHIAN BUILDERS, INC. Legal Description Lot 4, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. 0 w 0 z t-M-6-ni-S-TREET----------- w 7 Q W U CPJ V) O FND IRON & ' , , FND IRON & CAP (#3382) EAST '50.00 CAP (#3382) i0 ' rn I N ; O - - CD L O 12.05- Z Zdi COV. U00 J dam. 00 LLJ 3 d 0 - = O zo g O 2 STORY O J BLK/STUCCO O O 3 DUPLEX O O >- FF. ELEV = 25.24 " O Z a ar 17.02' PATIO 4 FND IRON & EAST 50.00 FND IRON & CAP (#3382) CAP (#3382) RAILROAD R/W SCALE: 1 "= 20' SURVEY NOTES 1) The street address of the above -described property is 1209 West 6n' Street. 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right-of-way Line of West 6th Street being Due East (assumed) SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: REV15EO Goa FINAL 5uRVEY: 20 JON.2007 K TNER *URVnEYING. INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 PROJECT N0: p(p_ (%j SURVEY DATE: 75 APiCtL 2000o AL I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1213 West 6th Street (Lot 3, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 16604)008 Federal Emergency Management Agency I Exmires 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 CORINTHIAN BUILDERS, INC. Policy Number A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number1213West6Street City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 3, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Let 28D48.419' Long. 81 D16.850' Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or endosure(s) NA sq ft a) Square footage of attached garage 2Q sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade N& walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq In c) Total net area of flood openings in A9.b N!A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number -County Name B3, State CITY OF SANFORD 120294 1 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E APRIL 1995 APRIL 1995 X NA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile ® FIRM . Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' j] Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-9 . below according to the building diagram specified in Item A7. Benchmark Utilized SEM CO BM#3297001 Vertical Datum NGVD 1929 Conversion/Comments . a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment In Comments) Q Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. feet meters (Puerto Rico only) feet meters (Puerto Rico only) feet meters (Puerto Rico only) g§.24 feet meters (Puerto Rico only) a9.1 feet meters (Puerto Rico only) 2g.2 feet meters (Puerto Rico only) 2a.Q feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the 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. Certifier's Name R. BLAIR KITNER License Number PSW 3382 Title PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 City SANFORD State FL ZIP Code 32772 Uate ZZ JUNE 2007 Telephone 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 1213 West a Street City Sanford State FI ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/aompany, and (3) building owner. Comments A/C Pad on South side of Building 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 Ei-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. 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 feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters' above or below the LAG.' E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. 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 FEMA4ssued or community -issued BFE) or Zone AO must sign here. The statements In Sec dons A. B, and E are correct to the best of my knowledge. Property Owners or Owner's Authorized Representative's Name Adds City State ZIP Code Signature Date Telephone Comments Check here 'rf attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw 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 Rem(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, englneer, 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 I G5. Date Permit Issued I 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, Offidirs'Name Title Community Name Telephone Signature Date Comments PLAT OF BOUNDARY SURVEY y Jfor CORINTHIAN BUILDERS, INC. Legal Description Lot 3, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. 0 W H C Z t-W-16-ni-S-TREET------------ W J Q UN O FND IRON & _ CAP (#3382 EAST . 50.00, ., _ FND IRON do CAP (#3382) 1 1 0 i O LO N O 1 O O DO ol o , z.,r COV. O Z 1 I B J 00 1 + H Li LLJ 2 = 16.92' ' ' O W- 4 O iz.ez a Cn 2 STORY o O O BLK/STUCCO a O O DUPLEX 3. FF. ELEV = 25.24 p n a M.0' z PPTIO ui 3 FND IRON do EAST 50.00 FND IRON do CAP (#3382) CAP (#3382) RAILROAD R/W SCALE: 1 "= 20' SURVEY NOTES 1) The street address of the above -described property is 1213.West 61hStreet 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right -of --way Line of West 6th Street being Due East (assumed) SURVEYOR' S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Flinimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. ttviaiura: 4 C / / CERTIFIED CORRECT TO: QEVIJEp FOR FINAL SURVEY 20 JUNE 2007 K TNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, Fl. 32772-0823 407) 322-2000 PROJECT N0: 06- 175 SURVEY DATE: 3 AoQtC, 200(p I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1201 West 6th Street (Lot 6, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 184-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner P.S.M. No. 3382 P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exoires 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 CORINTHIAN BUILDERS, INC. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I1201WestaStreet City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) The East 1.6 of Lot 5 and all of Lot 6, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Let. 28D48.423' Long. 81D16.82T Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) NA sq It a) Square footage of attached garage 300 sq ft b) No. of permanent flood openings In the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b N6 sq in c) Total net area of flood openings in A9.b NA sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number 92. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO045 E APRIL 1995 APRIL 1995 X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. FIS Profile ® FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings* Q Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.0-g below according to the building diagram specified In Item A7. Benchmark Utilized SEM CO BM#3297001 Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (Including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 25.63 feet meters (Puerto Rico only) NA._ feet meters (Puerto Rico only) NA._ feet meters (Puerto Rico only) a.17 feet meters (Puerto Rico only) 25.N feet meters (Puerto Rico only) 24.¢ feet meters (Puerto Rico only) 2244.j3 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Y Check here if comments are provided on back of forth. , Certifier's Name R. BLAIR KITNER License Number PSM# 3382 Title PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 City SANFORD State FL ZIP Code 32772 Uate ZZ JUNE ZU01 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 1201 West a Street City Sanford State FI ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C Pad on South side of Building 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 E1-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 feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) Is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this Information in Section G. 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 /n Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owners 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 ftem(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 oommunity-Issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compllance/Occupancy Issued G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as-buitt lowest floor (including basement) of the building: _ feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments PLAT OF BOUNDARY SURVEY for N CORINTHIAN BUILDERS, INC. Legal Description The East 1.50 feet of Lot 5 and all of Lot 6, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. Uj fir --S f--------------- Z i cc cc W U, I cc Q 0 I nO , I FND 1 /2" IRON iEAST49.25 . ROD NO #) 7.75'• I I Ln I I I , O I I IOOo O i - O 0 1204z O 00 Z I COV. . J I &45 / , DO 5 Q , w LLJ O I O oo2STORYBLK/ STUCCOo Q O I 3 ; DUPLEX r Z O >- ; FF. ELEV = 25.15 0 a ; U) F— 33.01 LLI PATIOS • I =- 6 i 41. 00' 47. 75' WEST 49.25' FND 1/2" IRON ROD ( NO y) I RAILROAD R/W I SCALE: 1 "= 20' SURVEY NOTES 1) The street address of the Above -described property is 1201 West 6"h Street 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right-of-way Line of West 6th Street being Due East (assumed) SURVEYOR' S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by :e Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT T0: REVISED FOR FINAL SURVEY: 20 JUNE 2607 KlTNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 PROJECT N0: 06- I'T(o SURVEY DATE: 3 A PRIt., Zq-07(07771 Ak A ,1 I T N E R S U R V E Y I N G 22 June 2007 City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re:1205 West 6+h Street (Lot 5, Block 8, Tier 15) To Whom It May Concern: This is to certify that the finished floor elevation of the structure located at the above referenced site meets or exceeds the requirements set forth in the City of Sanford Building Code, Chapter 18, Section 18-4-(a). Should you have any questions or need additional information, please do not hesitate to call. Sincerely, R. Blair Kitner, P.S.M. No. 3382 P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000 U.S. DEPARTMENT & HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Exoires 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 Owners Name CORINTHIAN BUILDERS, INC. Policy Number A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1205 West 6* Street . City Sanford State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 5, LESS the East 1.50 feet thereof, Block 8, Tier 15, SEMINOLE PARK, Plat Book 2, Page 75 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat 28D48.420' Long. 81 D16.832' Horizontal Datum: NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N6 sq it a) Square footage of attached garage QQ sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA c) Total net area of flood openings In A8.b NA sq in c) Total net area of flood openings In A9.b j6 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index I B7. FIRM Panel 88. Flood B9. Base Flood Elevation(s) (Zone DateI Effective/Revised Date Zone(s) AO, use base flood depth) I12117CO045EAPRIL1995APRIL1995X NA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. FIS Profile ® FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)9 Yes ®No Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized SEM CO BM/13297001 Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) dj Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 29.63 feet meters (Puerto Rico only) NA._ feet meters (Puerto Rico only) NA.- feet meters (Puerto Rico only) 25.15 feet meters (Puerto Rico only) 35.2Q feet meters (Puerto Rico only) 2A& feet meters (Puerto Rico only) 24.2 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by Bne or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. , Certifiers Name R. BLAIR KITNER License Number PSM/13382 Title PRES Company Name KITNER SURVEYING, INC. Address P O BOX 823 City SANFORD State FL ZIP Code 32772 Date 22 JUNE 2007 Telephone 4073222000 LIC;M _ 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 1205 West 6 h Street City Sanford State FI ZIP Code 32771 ' Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A/C Pad on South side of Building 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 E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawl space, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated In accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. 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 /n Sections A, B, and E are correct to the best of my (knowledge. Property Owners or Owners Authorized Representative's Name Address .7City 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 offical 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 (ttems'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 boon Issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _O feet meters (PR) Datum G9. BFE or (in Zone, AO) depth of flooding at the building site: feet meters (PR) Datum Lxal Official's Name Title Corimunihj flame Telephone Signature Date Comments PLAT OF BOUNDARY SURVEY fy for !J CORINTHIAN BUILDERS, INC. Legal Description - Lot 5, LESS the East 1.50 feet thereof, Block 8, Tier 15, SEMINOLE PARK, according to the plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. O O FND IRON SE7- - - - CAP (#3382 EAST • 48.5C - FND IRON k CAP (/3382) a d z COV. 0U d4 n 15.42' - 2 STORY ' V BLK/STUCCO 1 DUPLEX FF. ELEV = 25.15 33.15' PATIO a 5 WEST 48.50' RAILROAD R/W SCALE: 1 "= 20' Ln O J LL- I O Iw O O z --: Lq I 00 op I~ I w LIJ 1— I0 N it - W o O W IJ — T Q O 3 O L` O O a w la. Z Z I I SURVEY NOTES 1) The street address of the aWve-described property is 1205 West 6th Street. 2) The above -described property lies in a Flood Zone X. 3) Bearings shown hereon are based on the South Right -of --way Line of West 6th Street being Due East (assumed) 0 W 0 Z 0 cc W U N SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. t V 1 J'LLWWJ i REV11Eo FOR 1:14AL 45URVEY:20 JONE PROJECT NO: O(o - l?S Ira •nut .JUTAVL- I anuf JLIVU. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-W23 407) 322-MM SURVEY DATE: 3 A PR'(L 200(j CORRECT TO: CITY OF SANF, HW PERMIT APPLICATION Permit # : Job Address /o; 0/ Destaiption of Work 10) r+Xtun t2l, L LjA kZ' e. - Historic District: NO Zoning Res. Value of Work S. 110 Permit Type: Building v/ Electrical Mechanical Plumbing Fire SprinldedAlarm Pool Electrical: New Service - # of AMPS 1 5(') Addition/Alteration Change of Service Temporary Pole 1/ Mechanical: Residential / Non -Residential Replacement New J/ (Dud 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 Commercal Occupancy Type: Residential _ / Commercial Industrial Total Square Footage: 1"].- A Construction Type: — # of Stories # of DwellingUnits: Flood Zone: (FEMA form required for other than X) l Parcel M: o+.S 'l" tAddress:- 3rr0-- -- tj0 1 'mil Attach Proof orownership & Legal Description) Owners Name& Address: WR,N'i awn n) Eli, -0.=la INC_ ANFoen 1-3-7-0_ Phone: 3a7.1Address:I ContractorName & Address: \ a(1/inf (r1 n t, ire plC- e 6 sppa State Liarox Number: _ e C e G 58-a'4 to Phone& Faz 40 322 Contact Person:_I1rck KN%/ C.S.k Phone: 321- 3"77 048b Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: 407 (v %a 405Zi- Address: & x 'nn LI5akofo VJ C1 '4Z7q1-6at.o Fait:_ 40:1 31941 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be aecvred for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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 constructionandzoning. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state a cues, or federal agencies. Acceptance of permit is verification that I will notify the owns of the property of the o ri w, FS 7 Signalise of Owner/AF-' Date Signature afr-ontraCtOdAgealt. I Date is C 1a'r& r k- Prmt Owner/Agent'a Name Print Contractor/AgcntCs e Signature of Notary -State of Florida Date rgnatuuc of No to 0 orida Date OwneriAgmt is _ Personally Known to Me or Co bzctor/Agent is Personally Known to Me or Produced ID Produced M :'L C. 4C.' v/ o A ..- APPLICATIONAPPROVEDBY: Bldg: Zoning: Utilities: 6 S QS FD: ter•' Initial & Date) (Initial & ate) (Initial 6t Date) (Initial Qt Special Conditions: DIANA HERNANDEZ MY COMMISSION # DD 113690 T j+ j7 y A /rye FEES P= EXPIRES: May 1, 2006 V1aids , I Nl l AC 1 L' EES •''Rf, t, Bonded Thru Notary Public Underwriton se,_.) CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address W*1 -Sir. Description of Work: C O!l 1(1) ('-}tM Q p- in]e / —f"ia kQy"-r Historic District: NO Zoning Res. Value of Work: S NO nk --Ne — r Permit Type: Building _/ Electrical Mechanical Plumbing Fire Sprinlder/Almm Pool Electrical: New Service — # ofAMPS 1 5 t1 Addition/Alteration Change of Service Temporary Pole i/ Mechanical: Residential J/ Non -Residential Replacement New L/ (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 vo' Commermal Industrial Total Square Footage: ]_ Construction Type: _ _ # of Stories ;Z # of Dwelling Units: I Rood Zone: Ye (FEMA form required for other than X) Parcel #: a's -P — 30 — 5 A 1 — 0815 — h0 l'J (Attach ProofofOwoembip & Legal Description) 321- 332-e4eo Bonding Company: / Address: Mortgage Lender: Address: n Architect/Engineer: i \L SpN -at'r'SoC Phone: 4e-7 6 %a 4OS7 Adorers: C.ex Qi 5alao "yleo('j 3?jq I - 6.2 1. o Fax: 4a:1 (08 a 31941 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 infortnation is accurate and that ail 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, time 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 fiom 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 roquirem li w, FS 71 Signature of Owe/Ay—• Date igoatore tractmfAgent a Rc —L11Qr -..t^ f1i 4r C,S r Print Owner/Agent's Name Print Con 's Name / Signature of Notary -State of Florida Date o otary.S4te o orida Date Owner/Agent is _ Personally Known to Me or Produced M APPLICATION APPROVED BY: Bldg: Special Conditions: Initial & Date) ContractodAgent Plc JZProduc d IDa __ft_ y j own to Me or ZS Ob Zone . Utilities: 5 /'C)FD: Initial dt te) ([ni ' 1 dt Date) (Initial dt Date T 1fTiJW jMgA CT >Zs Ec :: ik,: DIANA HERNANDEZ V 1 lll. ! [' G 7 r MY COMMISSION # DD 113690 D`" ] A d EXPIRES: May 1, 20063Cw7 u P,(,•h 80MeC ThrU Notary Pudic Undwj,QM CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES ONE # 407-302-2516 - FAX # 407-302-2526 DATE: ` RMIT BUSINESS NAME / PROJECT: C JFJ G ADDRESS: PHONE S, CONST. INSP. [ ] C / 0 INSP. j ] REINSPECTION [ ] . PLANS REVIEW [ ] F. A. [ ] F.S. [ ] HOOD [) PAINT BOOTH [ ] BURN PERMIT ( J TENT PERMIT ] TANK PERMIT (] OTHER [ ] TOTAL FEES: $ (PER UNIT SEE BELOW) COMMENTS: Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ll. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department. 300 N. Park Ave., Sanford, FI. 32771 Phone a -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. 7 Sanford Fire Prev ion i Applicant's Signature CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: A 91r- BUSINESS NAME / PROJECT: C ' ADDRESS: % a U 5- 4V - G PHONE NO.: FAX NO.: PERMIT #: O (0. 2,110 l= CONST. INSP. [ ] C / O INSP.:[ J REINSPECTION [ ] . PLANS REVIEW F. A. [ J F.S. [ " Z40— HOOD (J PAINT B OTH BURN PETENTPERMITEJNKPERMIT (] OTHER pO ,,4 TOTAL FEES:S(PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department. 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanfor Fire Pr ention Division Applicant's Signature O00 PLAT OF BOUNDARY SURVEY for CORINTHIAN BUILDERS Legal Description LOT 6, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. 1 47.75' I 47.75' SCALE: 1 "= 20' SURVEY NOTES: 1) .The street address of the above -described property is WEST 6t" STREET. 2) The above -described property lies in a Flood Zone X. pl 0 w 0 Z LO CC J Q UCn SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: X CERTIFIED CORRECT T0: KITNER-SURVEYING, INC. R. BLAIR KITNER = P.L.S. NO. 3382 Post Office Eor 823, Sanford, F1. 32772-0823 40) 322-2000 — i IPROJECTNO: 06 - /76 SURVEY DATE: 31NIA e011 Z006 PLAT OF BOUNDARY SURVEY q for CORINTHIAN BUILDERS Legal Description LOT 5, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. t--W-.--,6-u'--S-TREET ------------ F M 50_ 00' 5 SCALE: 1 "= 20' SURVEY NOTES: 1) The street address of the above -described property is WEST 6" STREET. 2) The above -described property lies in a Flood Zone X. C 0 W F- 0 z Ln a W J Q U LO SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: & CERTIFIED CORRECT TO: KITNER URVE-YING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 623, Sanford, Fl. 32772-0823 407,) 322-2000 PROJECT NO: /7S SURVEY DATE: 3/ wlA/dCl/ ?apG GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. New construction or existing New - 12. Cooling systems Cap: 34.8 kBtu/hr 2. Single family or multi -family Single familyg - a. Central Unit SEER: 13.0 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (W) 1477.5 ft' - a N/A 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems a. Electric Heat Pump Cap: 34.0 - or Single or Double DEFAULT) 7a(Sngle Default) 89.3 ft' - 8.00HSPF00 - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 99.3 ft' - b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 119.6(p) ft - c. N/A b. Raised Wood, Adjacent R=0.0, 109.6ft' - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 459.5 W - EF: 0.93 - b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' - b. N/A c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' - d. Frame, Wood, Exterior R=11.0, 559.4 ft' - c. Conservation credits e. Frame, Wood, Adjacent R=11.0, 278.4 fe - HR-Heat recovery, Solar 10 Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 870.0 ft' - 15. HVAC credits CF, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Una AH(Scaled):Interior Sup. R-6.0, 222.0 It - M&C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in o . Otherwise, a new Display Card will be completed based on installed Cod o fea Builder Signature: Date: Address of New Home: G T" 5 T, City/FL Zip: -5411-`r024 32-7 7 NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPADOE EnergyStardesignation), your home may qualify for energy efficiency mortgage (FY-" incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer dt Winter Glass output on ages 2&4. nergyGauge® ( Version: FLRRA e4.0) GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. New construction or existing New - 12. Cooling systems Cap: 34.8 kBtu/hr 2. Single family or multi -family Single familygy - a Central Unit SEER: 13.00 _ 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1477.5 ft' - c. N/A 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems a. Electric Heat Pump Cap: 34.0 v - or Single or Double DEFAULT) 7a(Sngle Default) 89.3 R' - HSPF: 8.0.0 0 - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 89.3 ft' - b. N/A S. Floor types a Slab -On -Grade Edge Insulation R.0, 119.6(p) ft - c. N/A b. Raised Wood, Adjacent R=0.0, 109.6ft = c. NIA 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons - 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 459.5 W - EF: 0.93 - b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' - b. N/A c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' - d. Frame, Wood, Exterior R=11.0, 558.4 ft' - c. Conservation credits e. Frame, Wood, Adjacent R=11.0, 278.4 ft = HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) CF, a. Under Attic R=30.0, 870.0 ft- - 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, b. N/A HF-Whole house fan, c. PT -Programmable Thermostat, 11. Ducts Ducts a Sup: Unc. Rct: Unc. AH(ScaloftInterior Sup. R=6.0, 222.0 It - M71C-Multizone cooling, b. N/A M&H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fin inti. Otherwise, a new Display Card will be completed based on installed Codfea Builder Signature: Date: Address of New Home: G 7-tt 5'T, City/FL Zip: 54,. ? 02n 3Z7 7 r NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efficiency mortgage (FS," incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer Winter Glass ou ut on ages 2&4. dtnergyGauge® ( Version: FLRCSPB v4.0) CITY OF SANFORD PERMIT APPLICATION Perndt # : 0 Zn Dare: MQ,r eI 4 .& Job Ad =tea 13 .. ry (rrw fir. :54 U .Qo -Pi- C Lit 3 ) Description of Work C Ort'i n ] r• n n n .ayl tJ ' l a ktih-e— Historic District: NO Zoning Re-s. Value of Work S NO Permit Type: Building _v Flectrical Mechanical Plumbing Fire SprinkledAlarm Pool Electric&]: New Service — # of AMPS 15 h Addihon/Alteration Change of Service Temporary Polo {/ Mechanical: Residential _ ,' Non -Residential Replacement New _ /— (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Phmrbing/ New Residential: # of Water Closets _gJ. Phmrbing Repair — Residential or Commercial Occupancy Type: Residential _ / Commerrial industrial Total Square Footap: A Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared x: d13 -lt-f - 3rr0__ Owners Name & Address: WR.rj—A./1rJ R.r.0 Attach Proof orOwnership & Legal Description) 0l0Gi TV LS 5i1 . %AN& 0 /;- 3i 1—iI Phone: 30 1 — qi7—O-9An Contractor Name & Address: G0J=;" {ti n I.tAdarS ( A/c- 6 6 State License Number: C G C G s8a'4 (e Phone & Faz 4 g 3ZZ Contact Person: Rr ex 1 %,/a C.5.1 Phone: 321 — 3-7 -1 - b4 ea Bonding Company: Address: Mortgage Lender: Address: ArchitecUEngineer: N t_S.N oe Phone: 40'7 6 81 4pss Address: fbk ql 5alaO ane tnnN '4.37Q 1 — 6.2 (. 0 Fa:: 40-) 4 8 D. 3-04 1 Application is hereby made to obtain a permit to do the work and installations as mdiratcd. I certi that no work or install, on has commenced prior to the isauaaccofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdictionIunderstandthataseparatepemrit must be seared 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 constructionandzoning. 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 maybe additional restrictions applicable to this property that may be found in the public. com of thiscounty, and that may be additional permits required from other governmental entities such as water management districts, state a cies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem w, FS 7 Signature of Owner/Ap- ' Date ignaOi 01COArSCIlDdAgmt, a RrtJ ace& ityf4'cSr Prmt Owner/Agentb Name Print ContractodAgent's Nanic Signature of N Mate of Florida Date/O td17' of NotarySta of FloridaodDate OwnedAgmt is _ Personally Known to Me or CmtractodAgent is Personally Known to Me or Produced ID ProducedIDc. y /z_. i o APPLICATION APPROVED BY: Bldg: 7o g• % Utilities: •% : j ` Initial Date) (Initial & Date)' Ini ' I & ter) (Im ' 1 & Da ) Special Conditions: kJV C0MMiSSIQ;d r: I r; 1136 co;= EXPIRES: t: lay 1, 2MM6 f pet r Bonded Thru Notary Public Underxnten I1TIId' y LUPACT FEES w_n 'f119- P sue?-"R CITY OF SANFORD PERMIT APPLICATION Permit #: ID (O ' 2 I -1I . Date: Max- -1 4 ,p fs- Job Addres I a 09 Av eWl 5T. -'Sa t, FoED -PL- (Lti+ -A \ Description of Work _n P- nnl . t_ 1 dnr t Historic District: N O Zoning: Res . Value of Work S I O rise Permit Type: Building v_ Electrical Mechanical Plumbing Fire SprinkledAlarm Pool Electrical: New Service - # of AMPS 1 5 n Addition/Alteration Change of Service Temporary Pole Mechanical: Residential J/ Non -Residential Replacement New _ /- (Dud Layout & EncrgyCalc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets _ol- Plumbing Repair - Residential or Commercial Occupancy Type: Residential _ /" Commercial Industrial Total Square Footage: t 4 '7_ Construction Type: _ # of Stories. rZ # of Dwelling Units: Flood Zone: Y (FEMA form required for other than X) Parcel #: as 4 — 30 — 5 A 1 — 081 " -- t"p 1 O (Attach Proof of Ownership & Legal Description) Owners Name& Address: a1./4 ni H,1, L-O. i IN Phone: 3 a.l - 3 7 7 - 0.1 tin Contractor Name & Address: i i a r--IK t, I drym I NC- e ' a State License Number: c G C G Phone& Fax: 40 322 StAl ConlactPerson: R ck Phone: 324 — -T7 - 048b Bonding Company: Address: Mortgage Lender: Address: i_, ArchitecUEngineer: . i N 4.St]N a oC Phone: '40 6 8a 4057 Address: k 1 Sabo alt n 32791 - 5a (. o Fa:: 4ca-1 482116 3-84 1 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 ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 1 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 APROVEMENIS 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 pemit, 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 requked 5om other governmental entities such as wat agement districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirem li w, FS 713 Signature of Owner/AP—• Date tgnatm—e`of tractor//Agent a cha-r& K&ac -, Print Owner/ Agent's Name Print Contractor/ is N Signature of Notary -State of Florida Date Signature of Ilrourligatc of Fl Date Owner/Agmt is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: Initial & Date) ConhactodAgent is CKnown to Me or b P'ndaxd ID Zoning Utilities: S FD: _ Initial & Da (Initial A Date) (Iris UIM"M IMPACT FEES MY COMMISSION t 019V l EXPIRES: May 1, 2006 Bordad Thru Notary Pudic UrdeM I6 6u, City of Sanford : 'The Friendly Citya Application for Engineering.Permit This permh shall authorize work to be don* In the Chy of Sanford based on the approved oonst W on plansandtheInformationprovidedbelowr Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED IM owNEWU CAPM APpoountName: ' ) % rrl Kc rn -" t' FIrm: CA-}G t 1 IAC.. Adak.: Sc7 (.rrce 3-1-7 o a Date: SIR O(e oA / 1. PROJECT LOCATION OR ADDRESS: nth l f- f--r 2. TITLE OF APPROVED DEVELOPMENT PLANS: APPROVAL DATE: 9. SCHEDULE OF WORK: FROM Aril TO _aoub EMERGENCY REPAIRS 4. PROPOSED ACTIVITY Driveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cuffing of Roadway .9 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 Erdsting) (Now) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENTOFTHECITYOFSANfZZORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LIPID To BE ENTERED AND USEDBYTHEPERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESSTHECITYOFSANFORDFROMANDAGAINSTALLLOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ONACCOUNTOF -THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THATANYFUTURECONSTRUCTION ACTIVITIES.PY THE CITY BECOMESS ADWAYS, UTIUTIES, SPORMWATER FACILITIES, OR ANY GENERAL MAINTENANCEINCONFLICTWITHTHEABOVEPERMITTEDACTIVITY, THE PERMITTEE SHALL REMOVEAND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THEPUBLICRIGHT-OF-WAY. CALL THE PBUC EPC AT 40 Od O SCHEDULE A PRE -POUR INSPECTION • DIG SHINE 1-800.432-4770 Ipplicant'Signature Date: UFFIc1AL USE ONLY Application No: Q (.o Fee: 5 19 - D Date: Reviewed: Public Works Utilities DATE: DATE: APP'ed: Engineering DATE Crv-PMLPN CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES ONE # 407-302-2516 - FAX # 407-302-2526 DATE: HP IT #: O BUSINESS NAME / PROJECT: C=N- ADDR. ESS: PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ J PLANS REVIEW1i' F. A. [ ] F.S. [ ] HOOD [ J PAINT BOOTH [ ] BURN g MIT [ ] TENT PERMIT f ] NK PERMIT (] OTHER [1]/ TOTAL FEES: $ (PER UNIT SEE BELOW 7- COMMENTS: /% / Address / Bldg. # / Unit # Square footage Fees per Bldg. / Unit 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330- 5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanfo Fire Preven ion D4 Applicant's Signature CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE: PERMIT #: OCo - BUSINESS NAME / PROJECT: ) \ 1 ob„J& ADDRESS: PHONE NO.: FAX NO.: CONST. INSP. [ ] C / O INSP.:[ J REINSPECTION [ ] . PLANS REVIEW [ J F. A. [ ] F.S. [ HOOD [ ] PAINT BOOTH (] BURN PERMIT ( ] TENT PERMIT J ANK PERMIT [ ] OTHER [ ] TOTAL FEES: S (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford. FI. 32771 Phone a -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature c0 0 PLAT OF BOUNDARY SURVEY for CORINTHIAN BUILDERS Legal Description LOT 3, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. t--W-.---6-TH--S-TREET ----------- 2 50.00' 90. O/ , Cb 0 o 0IQ C 3 C U. UU SCALE: 1 "= 20' D SURVEY NOTES: 1) The street address of the above -described property is WEST 6tn STREET. 2) The above -described property lies in a Flood Zone X. 0 CA A O O 47 0 w 0 z Ln a w JQ ULn SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: - az CERTIFIED CORRECT TO: KYMER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823. Sanford, F1. 32772-W23 4'07) 322-2000 PROJECT NO: 06 -175 SURVEY DATE: 3/ tvVecll Z006 0 PLAT OF BOUNDARY SURVEY for CORINTHIAN BUILDERS Legal Description LOT 4, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. t--W-.--6--m--S-TRE-eT ------------ 3 50.00' nu. vU SCALE: 1 "= 20' D D SURVEY NOTES: 1) The street address of the above -described property is WEST 6'h STREET. 2) The above -described property lies in a Flood Zone X. 5 pl 0 w 0 z CC W JCr U PI SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: 2 Z-& ffz CERTIFIED CORRECT TO: KITN R SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407).322-2000 PROJECT NO: 0(9 7¢ SURVEY DATE: A/ "Wee/ ZOO(v GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. 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 4 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1477.5 112 - 7. Glass type and area: (Label read. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 89.3 ft' - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 99.3 ft' - 8. Floor types a. Slah-On-Grade Edge Insulation R=0.0, 119.6(p) ft - b. Raised Wood, Adjacent R=0.0, 109.0 c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 459.5 ft' - b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' - c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' - d. Frame, Wood, Exterior R=11.0, 559.4 ft' - e. Frame, Wood, Adjacent R=11.0, 278.4 ft 10. Ceiling types a. Under Attic R=30.0, 870.0 ft b. N/A c. N/A I I. Ducts a. Sup: Unc. Ret: Unc. AH(ScaleftIntedor Sup. R=6.0, 222.0 It - b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT-Progn mrnable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in o . Otherwise, a new Display Card will be completed based on installed Cod o fea Builder Signature: Date: 44L<0 Address of New Home: G rn 5'T. City/FL Zip: 9 4_ ..7 r p 2 /3 _'? Z7 7 j Cap: 34.8 kBtu/hr - SEER:13.00 - Cap: 34.0 kBtu/hr - HSPF:8.00 - Cap: 50.0 gallons - EF: 0.93 - CF, - NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar"4designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer & Winter Glass ou ut on ages 2dt4. rnergyGauge® (Version: F' RCSpB v4.0) GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. New construction or existing New - 12. Cooling systems Cap: 34.8 kBtu/hrSinglefamily2. Single family or multi -family g y - a. Central Unit SEER: 13.00 _ 3. Number of units, if multi -family I - 4. Number of Bedrooms 4 - b. N/A 5. is this a worst case? Yes - 6. Conditioned floor area (W) 1477.5 ft' - c. N/A 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems a: Electric Heat Pump Cap: 34.0 kBtu/hr - or Single or Double DEFAULT) 7a(Sngle Default) 89.3 W - HSPF:8.00 - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 99.3 ft' - b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R.0, 119.6(p) ft - c. N/A b. Raised Wood, Adjacent R=0.0, 109.6W - c. N/A - 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons - 9 Wall types R=4.2, 459.5 ft' a. Concrete, Int Insul, Exterior - EF: 0.93 - b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' - b. N/A c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' - d. Frame, Wood, Exterior R=11.0, 559.4 ft' - c. Conservation credits e. Frame, Wood, Adjacent R=11.0, 278.4 ft' HR-Heat recovery, Solar DHP-Dedicated heat pump) 10. Ceiling types a. Under Attic R=30.0, 870.0 ft' - 15. HVAC credits CF, - CF-Ceiling fan, CV -Cross ventilation, b. N/A - HF-Whole house fan, c. - PT -Programmable Thermostat, uc11. Ducts a. Sup: Unc. Rct: Unc. AH(Sealed):Interior Sup. R=6.0, 222.0 It - MZ-C-Multizone cooling, b. N/A - MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in o . Otherwise, a new Display Card will be completed based on installed Cod o fea Builder Signature: Date: 44L<0 Address of New Home: G 7-ft 5IT, City/FL Zip: S 4-1-2r702/3 3Z7 7 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. Im This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efciency mortgage (EEII incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer dt Winter Glass output on ages 2dt4. I:nergyGauge® (Version: FL.RCS B v4.0) CITY C%v SANFORD PERMIT APPLICATION Permit # LL:— 1 - a Job Addis: 107d teECENED Date: Mar .14 fo i 0 5 ZNSt. / t _ 1 Descrpticn of Work 0-) r-fiM (141- nL mw dry 1a kW'ne. Historic District: NO Zoning: Re-. Value of Work S _ C) — Permit Type: Building _v Electrical Mechanical Plumbing Fire SptinkledAlarm - Pool Electrical: New Service — # ofAMPS 15 n Addition/Alteration Change of Servioo Temporary Pole I/ Mechanical: Residential v" Non -Residential Replacement New J/ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Oas Lines Pitmmbing(New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage: tq'a'.]_ Construction Type: _ _ # of Stories: iZ # of Dwelling Units: ( Flood Zone: _iC (FEMA form required for other than X) Parcel# rr01I- 5 1-o8t5- Owner•sName &Address: WR.1-j—, A./A rJ R.I. `t Attach Proof of Ownership & Legal Description) a•"w a a• Contractor Name & Address: _ ([1ltia-th; Qn_ )at, Iders Ion n -0 4 a state License Number: C G c G sp —4 U Phone & Fa: 440 b Contact Person: RmeX (/G' G5._ k Phone: 324 — 3Z 7 — 0410 Bonding Company: Address: Mortgage Lender: Address: i_ 1 / Architect/Engine: . H t _st1N -aA::ssc a Phone: Q07 6 %aL 44057 Address:_C k gl5allad lane C0 32791 —Sala O Fa:: 401 48a. 3e4l Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has oommc necd 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 seamed 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 WTTH 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 mans cut districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the regnirem w, FS 713. L/,! o Signature of Owner/Apr--* Date iguaW—m Contractor/Agent D ad Rent OwnedAgemt'9 Name Print Contractor/I a ame i • tp' O Signature of Notary -State of Florida Date mgnature of NbtarI4iste Flon Date Owner/ Agmt is _ Personally Known to Me or ConbutodAgmt is Produced ID d ID APPLICATION APPROVED BY: Bldg: Zoning; Initial & Date) Special Conditions: UTILITY IA/ACP' FEES J ` rr Ia sk,'Z6 ge to Me or g DIANA HE!#DD EZ MY COMMISSI113690EXPIRES: W6 BondedThruNotarynderwrderS CITY OF SANFORD PERMIT APPLICATION Permit # :_ - I , I _ Date: Ha r a 4 f p fi- Job Address {1/ n 1 N 'ST. Q40 •Fi— / Destaiption of Work C drt'Sf n-) n a / -3'A kpq e, Historic District: N O Zoning: Ole-S. Value of Work S Ito true - Permit Type: Building ©ectrical Mechanical Plumbing Fite SprmldedAlarm Pool Electrical: New Service - # of AMPS 1 5 n Addition/Alteration Change of Service Temporary Pole 1/ Mechanical: Residential / Non -Residential Replacement New L/ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumhbing/New Residential: # of Water Closets IL_ Phunbing Repair - Residential or Commercial Occupancy Type. Residential -o" Commercial Industrial Total Square Footage: Construction Type: _ # of Stories: # of Dweting Unit': Flood Zane: (FEMA form required for other than X) Parcel #: olS —"i — 3p — j 1 — O81 S — b0 1'a7 (Attach ProofofOwnership& Legal Description) Owners Name&Ad/dress• W,NTal. ja Q B tr `oSjLS Ityt` oZ0nh fV L5i 'Si 6ANFO1ED A- 3X1-11 Phone: 3o`-t - ii' OA78Q_ Contractor Name& Address: coda kC ft t. ( r Z N C. a • 6 —0 State License Number: _ C CaC G 5&, jq 16 Phone& Fax 40 322 Contact Person: RA< 1/QC.S. k Phone: 324 — T7 1 — C4eo Bonding Company: Address: Mortgage Lender: Address: i_ 1 Architect/Engineer:. 1 Phone: 40"% Fi 8 01 40S7- Address: k ql rJalaO "y3et]d FL- 3a791 - 5a1. 0 Fax: 407 4 $ a. 3e4 1 Application is hereby made to obtain a permit to do the work and installations as indicated I carti y that no work or instaWtion has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomectstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be seamed 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 andzoning. 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 COMA NCEMENT. NOTICE: In addition to the requ raments of this permit, there may be additional m bktions 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 isveri5cation that I will notify the owner of the property of the roquirem wFS13 Signature of Owner/Air—, Date Signature of Contractor/Agent Atc chQ,f - r Prmt OwnedAgcnt' a Name Print Contrac1mj&g=t;s Name Signature of Notary -State of Florida Date ignature of N t f Florida Date Q Owner/ Agmt is _ Personally Known to Me or ContrsctodAgmt is Personallx Known to Me or ID l. Produad ID (J (-. Z L= niGtz5- jll b - APPLICATION APPROVED BY. Bldg. Zo g; Utilities: '-FD:/ tial &]Nate) ( Initial & Da (Initial Af Date) (Initial & Date) Special Conditions: DIANA HEFN per MY COMMISSION t W 113690 EXPIRES: May 1, 2006 O' ru Notary P"a U"'rwrHere UT7= IMPACT FEES 0 3emmote k-ounry rroperty Appraiser vet intormation by Parcel Number Page 1 of 1 DAVID JOHNSON, CFA. ASA _ - 7.0 4.0. a717 07 6 0715 D7 rrl L PROPERTY APPRAISER r S ' 0815 0S'14 1.B BEh7INc7LECOU^lTY1L 'IrFl—r0816 08159 DST iTB 11o1 E. FORS, s- 2.4ANPORD, FL 32771-1460 11,4 407 665-7506 D D 0914 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AI-0815-0010 Number of Buildings: 0 Owner. CORINTHIAN BLDRS INC Depreciated Bldg Value: $0 Mailing Address: 209 W 1ST ST Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $28,771 Property Address: Land Value Ag: $0 Subdivision Name: SEMINOLE PARK JusillYlarket Value: $28,771 Tax District: S1-SANFORD Assessed Value (SOH): $28,771 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $28,771 Tax Estimator SALES Deed Date Book Page Amount Vacllmp Qualified 2005 VALUE SUMMARY WARRANTY DEED 10/2005 05964 0344 $50,000 Vacant Yes 2005 fax hill Amount: $574 WARRANTY DEED 09/2005 05964 034 ; $25,000 Vacant Yes 2005 Taxable Value: $28,771 QUIT CLAIM DEED 12/1989 02151 0908 $100 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Sales wlthir -i-IUQNISlCi LAND LEGAL DESCRIPTION Land Assess Land Unit LandFrontageDepth PLATS: Method Units Price Value LEG LOTS 1 234 5+ 6 BLK 8 TR 15 FRONT FOOT 8 296 81 000 135 00 $28 771DEPTH SEMINOLE PARK PB 2 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. a. .... t ... .:A,.9T1AU!'UT—IC1n?nCATn0iCn 1?i11CPInn4 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: Z- 0 (o BUSINESS AME / PROJECT: ('rv- PERMIT # 1 04 ADDRESS: PHONE NO.: FAX NO.: 2-1 7 CONST. INSP. (] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW,(S` F. A. (] F.S. [ ] HOOD [ ] PAINT BOOTH (] BURN PERMI ] TENT PERMIT f ] TANK PERMIT (] OTHER TOTAL FEES: S (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. . 14. 15. 16. 17. 18. 19. 20. Square Footaee Fees per Bldg. / Unit Fees must be paid to Sanford Building Department. 300 N. Park Ave., Sanford, FI. 32771 Phone # .407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I 7 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 - FAX # 407-302-2526 DATE: Zj/as/c, BUSINESS NAME / PROJECT: ADDRESS: 2 t—tO PHONE NO.:--{D5 FAX NO.: 11qk CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] . PLANS REVIEW F. A. [ ] F.S. [ 1 HOOD (] PAINT BOOTH [ BURN-PERMIVI] TENT PERMIT f TANK PERMIT (] OTHER TOTAL FEES: 9 PER UNIT SEE BELOW4,,, COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Ff. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fir r ention Divisto I(. Applicant's Signature r j71 2 O PLAT OF BOUNDARY SURVEY for CORINTHIAN BUILDERS Legal Description LOT 1, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. w C r r elµ---6.n'-T 2-EEC 1 47.75' 47.75' SCALE: 1"=20' I SURVEY NOTES: 1) The street address of the above -described property is WEST 6'" STREET. 21 The above -described property lies in a Flood Zone X. 2 0 w H- 0 Z Q W J Q U Ln SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVI PROJECT NO: 04 - 171 a • .lY.vL11.6.1/ 11.1i• R. BLAIR KITNER -. P.L ,S. NO. 3382 Post Office Ocx 823, Sanford, F1. 32772-0823 41.T7) 322-2000 SURVEY DATE: 3/ MgBC./ ZOD 6 CERTIFIED CORRECT TO: PLAT OF BOUNDARY SURVEY p for CORINTHIAN BUILDERS Legal Description LOT 2, BLOCK 8, TIER 15, SEMINOLE PARK, according to the Plat thereof as recorded in Plat Book 2, Page 75, of the Public Records of Seminole County, Florida. t--W-.---16-TH--S-TREE-T ------------ 5n.00' 2 0-19ARN SCALE: 1 "= 20' a SURVEY NOTES: 1) The street address of the above -described property is WEST 6"' STREET. 2) The above -described property lies in a Flood Zone X. 3 0 w 0 z Ln a w J Cr U Lr) SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: PROJECT NO: O6 _ 17 KI NER SURVEYING, INC. R. BLAIR KITNER-.P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 407) 322-2000 SURVEY DATE: 3/ Aj,4 gC11 Zoo& CERTIFIED CORRECT TO: GY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. 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 4 - 5. Is this a worst case? Yes - 6. Conditioned floor area (ffl) 1477.5 ft' - 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 89.3 ft' - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 89.3 ft' - 8. Floor types a Slah-On-Grade Edge Insulation R=0.0, I I9.6(p) ft - b. Raised Wood, Adjacent R=0.0, 109.6ft c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 459.5 ft' - b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' - c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' - d. Frame, Wood, Exterior R=11.0, 558.4 ft' - e. Frame, Wood, Adjacent R=11.0, 278.4 ft 10. Ceiling types a. Under Attic R=30.0, 970.0 ft - b. N/A c. N/A 11. Ducts a. Sup: Unc. Rct: Unc. AH(Scaled):Interior Sup. R=6.0, 222.0 ft - b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fin in. Otherwise, a new Display Card will be completed based on installed Codfea Builder Signature: Date: Address of New Home: G T" $ 7, City/FL Zip: S`,,.ro2/3 3Z7 7 Cap: 34.8 kBtu/hr - SEER:13.00 - Cap: 34.0 kBtu/Itr - HSPF:8.00 - Cap: 50.0 gallons - EF: 0.93 CF, - NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEJ I) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. I Predominant glass type. For actual glass type and areas see Summer dt Winter Glass ou Lit on ages 2dt4. 1 nergyGauge® (Version: FTIO v4.0) CITY OF SANFORD PERMIT APPLICATION Permit # :o 1r, 0 6 Date: Job Address: / ) CAI 1 Description of Work- Ctll 1CR'L r ` Historic District: 'Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Phtmbin44— Fire Sprinkler/Alarm Pool Electrical: New Service — H of AMPS Addition/Alteration 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 # of Gas Lines Plumbing/New Residential: # of Water Closets _ +i Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel tt: Owners Name & A_' dd ress 0 CIM W i Contractor Name & Address: Phone & Fax: Bonding Company: — Address: Mortgage Lender: Address: Arcbltect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: State License Number. Ir wrtJ- SC=2 lk/ Contact Person:&.N Phonei.25 Phone: Fax: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIE&-In-addition to -the -requirements of -this permit, there.may.be additional.restrictions applicable.to-this.propecty--that may_be-fottad.in-tbo-pit 1iC15Co1A 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 permi cation that I w' I notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signa o caner Agent ate—S(ig)n{a tur e of Contractor/AgentDate kkJl.Vo Print Owner/ Agent's Name t C ntractor/Agent's Name Signature of Notary -State of Florida Date Signature o t CHARLOTTE BUCK Notary Public - States of Florida My Cornm; ssian Expires Nov 25, 2009 Owner/Agent is _Personally Known to Me or Contractor/ gCfiFo ' sY,PersonQ)b'rKg9"k tP tASP3714 Produced ID _ Prod ed ( b•,,,,,• Ft^^de ! By " "ne' ?Mary Assn. APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: NEW CONSTRUCTION - R E MODE L I N G - SEWER C LEAN I N G AND REPAIRS PAI I,/OfM/ / 6819 EDGEWATER DRIVE - ORLANDO, FLORIDA 32810 - (407) 291-9363 - FAX (407) 299-7725 STATE LICENSE NO. CF-CO57578 TO WHOM IT MAY CONCERN: I, RAYMOND R. HOLLOWAY, LICENSE HOLDER FOR AND OWNER OF HOLLOWAYPLUMBINGCOMPANY, AUTHORIZE GEORGE GALVAN TO DELIVER ANDPICKUPPERMITSFORHOLLOWAYPLUMBINGCOMPANY, INC. THIS IS FOR: LOT 3 ADDRESS 1209 WEST 6TH STREET SUBDIVISION SANFORD BUILDER CORINTHIAN BUILDERS DATED THIS 31st DAY OF JANUARY AT 6819 EDGEWATER DRIVE, ORLANDO, FL 32810 2007 BY: e C FC0575 Signed, sealed, and delivered in the presence of: V1 Witness: Quality Without Compromise" .. WE NOW ACCEPT MASTERCARD, VISA, DISCOVER 8 AMEX SEE BACK FOR CONDITIONS AND SIGNATURE OF CONTRACT i i 1 v CITY OF SANFORD PERMIT APPLICATION Permit # Date: Job Address:_a Description of Work: GI ll 1—/ t ' r `GT ' "`' Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Plumbing/New Residential: # of Water Closets_ +q Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pend k• Owners Name & Address: j2DJOA. Contractor Name & Address: Phone & Fax: Bonding Company's Address: Lh n Mortgage Lender: - Address: Architect/Engineer. Address: Attach Proof of Ownership & Legal Description) M .4C State License Number. I tj_&27` t7iZ Contact Person: Phone`-fUIS.'61 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction_ I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI6&-Inaddition to the -requirements of this permit, there may be additioaal.restrictions applicable to.this.property_that,may_be-found_io_tbC_RulZc-r-r,,;4idA_9-f 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 pe verification t11 not the ow o e property of the requirements of Florida Lien Law, FS 713. Sign o caner/Agent Signature of /Contractor/A gcnni ( 1, Daterkp Print Owner/Agent's Name 1,0 r/A ent's Name Signature of Notary -State of Florida Date tar3( Siait gf Florida CHARLOTT K Notary Public - Stale of Florida hly Commission Expires Nov 25, 200 Owner/Agent is _ Personally Known to Me or ni9s`°,, ;, Pe al m1N4t2 A73!14 Produced ID _ 1SO on a tly National NotaryAssn. APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial &Date) (Initial &Date) (Initial &Date) (Initial &Date) Special Conditions: NEW CONSTRUCTION REMODELING SEWER CLEANING AND REPAIRS 1 • CY• V /I /V • 6819 EDGEWATER DRIVE • ORLANDO, FLORIDA 32810 • (407) 291-9363 • FAX (407) 299-7725 STATE LICENSE NO. CF-0057578 TO WHOM IT MAY CONCERN: I, RAYMOND R. HOLLOWAY, LICENSE HOLDER FOR AND OWNER OF HOLLOWAYPLUMBINGCOMPANY, AUTHORIZE GEORGE GALVAN TO DELIVER ANDPICKUPPERMITSFORHOLLOWAYPLUMBINGCOMPANY, INC. THIS IS FOR: LOT 5 ADDRESS 1217 WEST 6TH STREET SUBDIVISION SANFORD BUILDER CORINTHIAN BUILDERS DATED THIS 31st DAY OF JANUARY 2007 AT 6819 EDGEWATER DRIVE, ORLANDO, FL 32810 BY: 4e CFC05757 Signed, sealed, and delivered in the presence of: NOTARY Witness: Witness: Quality.Without Compromise" WE NOW ACCEPT MASTERCARD, VISA, 'DISCOVER & AMEX SEE BACK FOR CONDITIONS AND SIGNATURE OF CONTRACT CITY OF SANFORD PERMIT APPLICATION17 Kermit it :V_o" `'' Date: _ I rl sfitJobAddress:1 Q , ' , CAI 9 vv Description of Work: Iiistoric District: 'Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbin4 Fire Sprinkler/Alarm Pool Electrical: New Service — q of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: q of Fixtui es tl of Water & Sewer Lines q of Gas Lines Plumbing/New Residential: q of Water Closets_ +I Plumbing Repair —Residential or Commercial Occupancy Type: Residential i"or Commercial Industrial Total Square Footage: Construction Type: /1 of Stories: N of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel ft: Owners Name & Address: aol w , is`Fs_ Contractor Name & Address: Phone & Fa:: Bonding Company: Address: Mortgage Lender: Address: Archltect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: State License Number. I a't % r=:2l&:Zt. Contact Person: _Phone:-fr Q'f ]66 Phone: Fa:: 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. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIGE:4n•addition to the -requirements ofthis-perrnit"-there.may-be.edditional-restrictions apphcable.to.this.propaty-thatmay hefound.io_thc.pttbliu-c!cgrdsof 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 pe is hfication 1 will otify the o f the property of the requirements of Florida Lien Law, FS 713. Sign a of wner/Agent Date Signature of Contractor/A g en{t (/ Date63— Print Owner/ Agent's Name P ' Coo tractor/Agent's Name Signature of Notary -State of Florida Date Signa a of Notary-Sta o 1 CHARLOTTE BUCK Notary Public . State of Fiorid3 Known to Me or mission Expires Nov 25.2009 Con r/ atg •n)1iMy CO PcrsonaII6&BtnnMgor Owner/Agentis _Personally Produced ID oFor `° Ronde Y a' - APPLICATION APPROVED BY: Bldg: Initial & Date) Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) Special Conditions: N.E W CONSTRUCTION - REMODELING - SEWER C LEAN I N G AND REPAIRS J • V' V /I r/V J 6819 EDGEWATER DRIVE • ORLANDO, FLORIDA 32810 - (407) 291-9363 • FAX (407) 299-7725 STATE LICENSE NO. CF-0057578 TO WHOM IT MAY CONCERN: I, RAYMOND R. HOLLOWAY, LICENSE HOLDER FOR AND OWNER OF HOLLOWAY PLUMBING COMPANY, AUTHORIZE GEORGE GALVAN TO DELIVER AND PICK UP PERMITS FOR HOLLOWAY PLUMBING COMPANY, INC. THIS IS FOR: LOT 1 ADDRESS 1201 WEST 6TH STREET SUBDIVISION SANFOR BUILDER CORINTHIAN BUILDERS DATED THIS 31st DAY OF JANUARY 2007 AT 6819 EDGEWATER DRIVE, ORLANDO, FL 32810 BY: CFC05757 Signed, sealed, and delivered in the presence of: Witness: Witness: No-Tary Public - State of Florida y Commission Expires Nov 25.2009 Commission # DD 473714 Bonded By National Notary Assn. Quality Without Compromise" WE NOW ACCEPT MASTERCARD, VISA, DISCOVER & AMEX- CITY OF SANFORD PERMIT APPLICATION Permit #: D(O— 21 i7 `2— // Date: T2 Job Address: 1 ZO/ U) Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarni Pool Electrical: New Service — # of AMPS _I SC> Addition/Alteration 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 # of Gas Lines Plumbing/Nety Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residentialy Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: La ve vwa t; v Phone & Fax: YD2-3-Z L !Eq4-Y — Z$ Bonding Company: Address: Mortgage Lender: Attach Proof of Ownership & Legal Description) LI) r State License Number: Glk— 00 /SZy 7— Contact Person: Ma-<.t ! Phone: Sari. t Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a pennit 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 perfonned to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate pennit 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 pennit, there may be additional restrictions applicable to this propeny 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 pennit is verification that I will notify the owner of the property of the requir ent Flo idma- Signature 13. of Owner/Agent Date Signature of Contractor/Agent Datc Print Owner/Agents Name Print Contractor/Agent's N e Signature of Notary -State of Florida Date Signature of N -State of Florida w Date /6 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Contractor/ Agent is Personally Known to Me or Produced ID 6. Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions. l nrP r Commission # DD221380 y. Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. 5-06-203 7:09AM FROM ' 0'4j 0'r- i .- 71r47.Vty!77.R:c.Y;r ..tnr;9 „cW,.. >•n•. :ti:.• CITY OF SANFORD PERMIT APPLICATIONDaW 4aPermitA : 7 —1 Z13 Job address: ' — Deseriptitin w Historic District: Zoning: Value of Work: S Permit Type. Building • Electrical Mechanical Plumbing F'ircSprinkler/Alarm Pool r 9WIrtEOYI Now Servi9l A of AN1P5 50 Addition/Allegation Change of Service Temporary Pole Mechanical: Residential _., Non•Residcnme tial ReplacentNew (Duct Layout &Energy Cbl: Required) Plumbing/ New Commercial: A of Fixtures p of Water & Sewer Lines rr of Ges Lines Plumbing/New Residential: R of Water Closels ,_ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage: _— Construction Type: N of Storiti: p of Dwelling Units: Flood Zone: • (FEhfA form requirud for other than X) Parcel a: naeh Proof of Ownership R Legal Description) M Owners Name & Addresa: CQ` C) Phnne: Contractor Name b State License Numher• 'U% ,S r 3 ?Con: [ l/ /i,1` f- Phone:3-2 OY Phone h Fax: 9D 2 ` 8 Q— •-..-—H=— Bonding Company: Mortgage Lander. Addrets: Phone. .. - Architect/ Engineer: Fax: . Addreu: Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no wink or installanon has commenced prior to the issuance ofapermitandthatallworkwillbeporformodtomeetstandardsofalllawsregulatingcauaruLioninthisjurisdicoon. I understand thus : separate permit mustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cie. OWNER'S AFFIDAV IT: 1 tseniry that an Information ofthe foregoingInfoationisaccurate and that all wlxk will be done in eomplmanea with all applicable laws iCgulating construction and zoning. WARNrNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFN'r MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in she requirements of thia permit, there may he additional resnialons pplimble to this property that may be found in the public records of this county, and there may be additional permits required fmm other governmental cntihm such as wtcr nano mete, s to agencies, or tedrnl agencies. Acceptance of pertnit is verification ih i I will notify the owner of the property of the requir is 'f I rider Lien w, 7 ). Signature of Ownct•/Agent Uulc sill; tart of (On trxtor/Agcllt Dale Print Owncr/ Agent's Namc Print Cunrractor/Agcnt'm N rne signature of Nutnr y $utc of Florida f)atc Signotu ate nYF'IonJa Uutc L)wncr/ Agent im ye)tunnny Knnwn to My ut Cb„lraetnrrA,enl to _ Vrrinnaily Known ice Mc w Y ruJuCct1 tl') Pr(+ducrd 1 .... ...— API-LIC• ATH)N AI'VI(OVI".0IlY: og: ld Luuin:,,•. „1•itilinc`: _ _,-- 1'U: Initial AL I)atu) (Initial & Dale) (Inrtial,l I)4IC) (Ilhll.11 S I)J1e1 special Marie A. Zettlemoyer Commission 40221380 Expires: Jul 15, 2007 off; Bonded That rrr„tr`` Inc.Atlantic Bondingo. oc 5-06-203 7:09AM FROM tM+rJ:!e'r_ :i ... .'tra9 v wr•c•.Ye•.Y:r +•mn•iu ^,fir....•; ':,: - .':ti:. .. CrrV OF SANFORD PERMIT APPLICATION r'. I PermitA: o(0—Z«0 Job Address: Description of Wor4: Historic District: Zoning: Sr Z jC Value of Work: S_ Permit Type: Building. Electrical _y Mechanical Plumbing __^ f'irc Sprinkler/Alarm Pool r r. ye{r1e# Now Servict) — p of AM?$ _1, <O_ Addition/Allerwion Change of Service Temporary Pole Mecbanical: ResidenrialV_ Non -Residential Replacement New (Duct Layout & Energy QIc. Required) Plumbing/ New Commercial: p of Fixtures )Y of water & Sewer Lines q of Gas Lines Plumbine/ New Residential: 1 of Wale Closets ._ Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Ftwtage: _— Construction Type: _. M of Stories: a of Dwelling Units: Flood zone: , (FEhfA form rtquirod for other than X) Parcel a: Owntrra Name & Addreac Contrac rtq Ntymc & Address: LA Yhotmo dr Fax: Bonding (' nmpany: Addre, s: Morlgabe Lender. Address: Arckitcct/ Engineer: Attach Prroof of 0-n7ersh(p di I -Cal 13 /-) 15 a--/— Yav Statc Llccnse Numhcr Contact Person: 1 Qi(i(( Phunc: Phone, Fa s: .- A dd ress: -- Application is hereby made to obtain a permit to do the work snd installations as indicated. 1 certify that no "irk or installanon has conunenced prior to the issuanceofapermitandthatallworkwillbeporfnrrnodtomeetstandudsofalllawsregulatingeanswctioninthisjurisdiction. I undmund that : separate permitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cte. OWNER' S AFFIDAVIT: I certify that all ot'the foregoing information A accuram and that all writ will be done in compliance with all applicable laws regulating constructionandzoning. WARNNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCENInN'f MAY RESULT IN YOUR PAYfNG TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN! FINANCING, CONSULT WrrH YOUR LENDER OR AN ATTORNEY BEFORE RIIECURDNO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in the requirements of thin permit. there may he additional restrictions applicable to this property that nay be found in the public rctords of this county, and there may be addidonal permits inquired fmm other govemn=tal endlim such as water manaCeme cot, stute agencies or tcdrnl agencies. Acccptsnce of permit is vcritication lhil I will notify the owner of the property of the require of 1:lo ' a Lien La S Signature of Owner/Agent - DaIC Signuturt of Conrrnctnr/Agent Date Print Owncr/Agent's Name Prinjt Cunln0elodAgc Nurr%Cjiturc ofNuta•y.Srate of Flnrida Bate Signature of Nuly•c mwner/ Agent ins ...__ Pctsunpnv Knnwn It) Vie ur I.'Untraetnf/A,ent t. _ Yrrc(n3i1y Known iv Me ,), Pruduccn ID _ Producvd Ill API' LII'AI'I()\° AIYI'I(OVED IlY• Bldg:_,- I, upnl I)aro) (hulial Date) (II1I1712 WIC) (Ilrltal S I)JtCt SypY Marie A. Zettlemoyer Commission 4DD221380 0. 0 0 Expi Bon edlThnr2007 Atlantic Bonding Co., Inc COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 BUILDING APPLICATION #: 06-10001031 BUILDING PERMIT NUMBER: 06-10001031 UNIT ADDRESS: 6TH ST W 1205 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 5 DATE: December 12, 2006 25-19.30-5AI-0815-0050 PARCEL: TRACT: BLOCK: LOT: FL 32795 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS-COLLI CTORS N/A CondomiUEum* 00 1.000 dwl unit 00 FIRE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 639.00 1.000 dwl unit 639.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT L Lf4y2 Q . / RECEIVED BY: 0Y/fGS1 K SIGNATURE: PLEASE PRINT NAME) DATE: %O NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT „ NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED 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. TH REQDQQUEST FOR REVIEW COPIESEETOF RULESEGOVERRNIINGSAPPEALS MAY BE PICKED UP, OR REQUESTED, FROM FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407.665-7356. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 DATE: December 12, 2006 BUILDING APPLICATION #: 06-10001032 BUILDING PERMIT NUMBER: 06-10001032 UNIT ADDRESS: 6TH ST W 1201 25-19-30-5AI-0815-0060 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY FL 32795 LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 6 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 639.00 1.000 dwl unit 639.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT RECEIVED BY: ICH-FM a k b-+l-C 4l C SIGNATURE: PLEASE PRINT NAME) DATE: /=Its NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, CERTIFICATETFOCCUPANCY R MUST MEETTHEREQUIREMENTSOFCTTHA HECTHE OUNTYLAREQUEST NDEVELOPMENT CODE COPIES OF RULES GGOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 BUILDING APPLICATION #: 06-10001033 BUILDING PERMIT NUMBER: 06-10001033 UNIT ADDRESS: 6TH ST W 1213 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 3 DATE: December 12, 2006 25-19-30-5AI-0815.0030 PARCEL: TRACT: BLOCK: LOT: FL 32795 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A CondomiUEum* 00 1.000 dwl unit 00 FIRE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 639.00 1.000 dwl unit 639.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT I // RECEIVED BY: rL FfYMP /KOV/tCf/C SIGNATURE: PLEASE. PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED 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 FOCCUPANCY RFTHE LAND OCCUPANCY. REQUEST MUST MEET THE REQUIREMENTS ODEVELOPMENT CODE COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER c AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 BUILDING APPLICATION #: 06-10001034 BUILDING PERMIT NUMBER: 06-10001034 UNIT ADDRESS: 6TH ST W 1209 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 4 DATE: December 12, 2006 25-19-30.5AI-0815-0040 PARCEL: TRACT: BLOCK: LOT: FL 32795 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS-COLLI CTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD Multifamily 639.00 1.000 dwl unit 639.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT i 1 G"1h90 Ky'V AtS I r SIGNATURE: Z (::7 RECEIVED BY: / PLEASE •PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE_JRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUTNOT LATER THAN CERTIFICATE FREQQUIREMENTS OFTHECOUNTY LAND DEVOCCUPANCY OR ELOPMENT MUSTMEET THEVELOPMENT CODE COPIESOFRULESGOVERNINGAPPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 DATE: December 12, 2006 BUILDING APPLICATION #: 06-10001029 BUILDING PERMIT NUMBER: 06.10001029 UNIT ADDRESS: 6TH ST W 1221 25.19.30.5AI.0815.0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY FL 32795 LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 1 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD 639.00 1.000 dwl unit 639.00 PARKS N/AN/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT '/ geWwwRECEIVEDBY: kleya-fS IL- SIGNATURE: -t z PLEASE PRINT NAME) DATE: /L ) 3 20om' NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTMUSTIMEETTTHEFREQUIPANCY OR REMENTS OFCTHEACOUNTYTLAND DEVET FOR REVIEW LOPMENT CODE COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE /POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 06100010 BUILDING APPLICATION #: 06-10001030 BUILDING PERMIT NUMBER: 06-10001030 UNIT ADDRESS: 6TH ST W 1217 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: CORINTHIAN BUILDERS INC ADDRESS: P.O. BOX 950850 LAKE MARY LAND USE: DUPLEX TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: SIXTH ST TOWNHOMES LOT 2 DATE: December 12, 2006 25-19-30-5AI-0815-0020 PARCEL: TRACT: BLOCK: LOT: FL 32795 FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Condominium* 379.00 1.000 dwl unit 379.00 ROADS -COLLECTORS N/A Condominium* 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Condominium* 54.00 1.000 dwl unit 54.00 SCHOOL$ CO -WIDE ORD Multifamily 639.00 1.000 dwl unit 639.00 PA N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 1,072.00 STATEMENT RECEIVED BY: A , / µ/M4 Ko V/YeS I K SIGNATURE: PLEASE.PRINT NAME) DATE: /Z113/06 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO OTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** . PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE_/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE•CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUTNOT LATER THAN CERTMUSTIMEETTTHEFOCCUPANCY OR REQUIREMENTS OFOCCUPANCY. CTHLAND REQUESTDEVELOPMENT CODE COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. PHIS INSTRUMENT PREPARED BY: NAME R1 e- t[ K-f—V I-c s 1 G NOTICE OF COMMENCEMENT Permit No. Parcel ID: , Q o / 9 _"i0 Sfl .Z 815 C G(a O State of Florida County of Seminole ADDR. Zo 9 IHlllllligplgplNlliqi lNitlHlglrillt Qp l1111 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the 1 a o ( In1P-, t- k tk 14ARYANNE I9IWI, CLERK OF CIRCUIT MIRT SEHINDLE COIWTY BK 9057 Pq 0378; (1pq) CLERK'S # 20070082b i R11,1101-:1) 01/17/Ftiti7 Oya5/;`fib qq RFf;1111DINS I'll"; a&@@ HF1314111:D BY T Klohe and street address if available) n i ^ r I— li 2. General description of improvement: _ ]S;'(ZJrx— 0EW SrJF srnl`1/ Wi L.rl u 3. Owner Name and address: C4 Nil+. ,1 1 _ r.(C a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4- Contractor Name and address: 5. Surety a. Name and address b. Amount of bond 6. Lender Name and add MARYANNE MORSE CtERK OF O tI RT 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: r J1QN a. Name and address 8. In addition to himself or herself, Owner designates 713.13(l)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year fr: 4a= date is specified) Signature of Owner SJom to (or affyTed) and subscribed before me this l (o Tf Jdayof rryyu-'- i-t2 L/ , 20 _ ? , by Personally Known or Produced Identification Type Identification Produced Signature ofPu ic, to of lorida Commission EX r 2. ohm SHERYL M. JONES 40 : Notary Public -State of Florida MyCornrnkslon EpiesAug 28, 2007 iFOF F d:P'• Commission # DID245909 Bonded By National NotaryAssn. NOTICE OF COMMENCEMENT Permit No. Parcel ID: 3p 5fl Z 08i 5 0040 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. PHIS INS UMENTPREPARED BY: NAME c IC /"-CSk< ADDR. Tj1 I IIN111Ila"IqlllalnitilaiNpgln Nt l0u11u11 MARYANN:* WNW, D-ERK OF t;IRWIT C"T SEMINOLE COUNTY 8K 06557 Pg 03771 tlpg) CLERK'S 0 20070082&0 RFCnRDFO 01/17/M. 7 09:57:1% AN W1,111WINN 1104; It1,00 RF1;Illtl)I D BY 1' Kloke 1. Description of property: (legal description of the property and street address if available) t Nil VA1-, 4- 1.,# . -<-L —1 <n _ , G n n — i ., r it !Z. . 2. General description of improvement: 15; R I y i SSrJC! rrn`/=L iNry Owner Name and address: a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: 5. Surety a. Name and address CERT'FIED MARYANNE MORSF b. Amount of bond CLERK OF CIRCUIT COURT EMINOLE COUNTY, FLORIDA6. Lender Name and address: ; / 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served provided by Section 713.13(1)(a)7., Florida Statutes: JAN 17 -2007 a. Name and address 8. In addition to himself or herself, Owner designates 713.13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from t ate reco ding unless a different date is specified) 1 Signature of Owner Sto (or affirmed and subscribed before me this 6v W/ day of .1,Y-r¢L y , 20 07 , by 10if /`t12L7 ' PTV I9 G ..S" ) Lam' Personally Known v or Produced Identification Type of enti ication Produced Signature of No Publi k of Florida Commission Ex s: SHERYL M. JONES r, ,*, Notary Public - State of Florida f : *- Com nBPl1WAug28,2007 on # DD 245909 Bonded By National NotaryAs n. NOTICE OF COMMENCEMENT Permit No. Parcel ID: _3o _A'T 0815 00 % O State of Florida County of Seminole THIS INS MENT PREPARED BY: NAME ADDR. S fi-,,)ro7?-n The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11111111i11110VIVII11IIU)JI OW11"ININMIA11111 MARVIIN*. P911RE: fl-ERR 0111' CIRCUIT COURT 5EHINOI.E COW" DK 06557 Pg 03791 (1py) CL E RK s S #1 ;c't tb7aitt(COF I;c',;c' RECORDED 01/17/M. ? AN REI:IIIti)INfi FT:Ia; 1t( RFf;pIt kD 11Y T I(Ioke I. Description of property: (legal description of the property and street address if available) l9-a 1 Wry<t- 94k 44,,.A <on — C nr , a . 2. General description of improvement: Cr, A, l5k Rdcr OZW S M ALZy V-VL-L - 111 Owner Name and address: a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) Contractor Name and address: 5. Surety a. Name and address CERTIFIED COPY ARYANNE M1RSE b. Amount of bond CLERK OF CIRCUIT. COURT MINOLE COUNTY, FLORIDA 6. Lender Name and address: -,z // 7. Persons within the State of Florida designated by Owner upon whom notices or other documents n J kase 1 e a3 00. providedbySection713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates 7I3. 13(1)(b), Florida Statutes. A to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is I year from at recor ' g unless fferent date is specified) Signature of Owner S` orn to (or affirme )and subscribed before me this 1 7TF day of f V1{ 20 05% , by j t. c A-2 Io 4- C S t I,L i Personally Known ' or Produced Identification Type of Identi ation Produced V. A 0 C) - Signature of o ry Publ' , to of Florida Commission Expires: SHERYL M. JONES NY P(, Notary Public -State o1 Florida j Commisslon # DD 245909 FOF F - Bonded 8y Natlonal NotmYAssn. ",,111.,,` NOTICE OF COMMENCEMENT Permit No. Parcel ID: A o /9 _jo 5 fl Z 0815 CEO.Ip State of Florida County of Seminole I -HIS INS UMENT REPARED BY: NAME t e-(C DV N-C S ADDR. Z00) W - ! S' ; C i hJ FdfL0 I"fill III Ilion Rim 11011Mimi The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the a i 7 WV<I- i;-tk MNItYdINNI- MIlItS.1 0-FRK Ill' f; NWIT I T SFM.INtll.r UA Y 8K 06557 Rg @me; (1pg) CLERK' S 0 2'Yc'1Q7@jQk8Z6:3 RECORDED 01/17/2M7 09;57126 AM RE( IRDINti FEM 1p,ee RFfllltlll:n BY T K.lnke and street address if available) o -- Lar 2. General description of improvement: _C r'. 1t wcr Ol 2w Sr,lr .r 3. Owner Name and address: CAR 'tJr. a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) Q 4. Contractor Name and address: 5. Surety a. Name and address CERTIFIED Y b. Amount of bond 1111ARYANNE SE URT 6. Lender Name and address: SWINOLE CpUNTY, FLORIDA DEPUTY CLERK Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates 713. 13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from t e record'ng unless a di date is specified) c Signature of Owner S\ m to (or affirmed) and subscribed before me this / •rrt day of d A, /Z -1 20 0 "7 , by C II I-e-2J e I/ ff c _r le -- Personally Known or Produced Identification Type of Iderytification Produced SHERYL M. JONES a2ed ryPublic - State of Florida Signature of P lic, to of Florida nE;gftA g28,2007 mmisslon # DD 245909 Commission pires: By NatlonalNotarynssn. NOTICE OF COMMENCEMENT Permit No. Parcel ID: ,Q , /9 _'ice T_ G8i 5 Oe730 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the I a 13 1nIP<l- i Jk THIS INST UMENT PREPARED BY: NAMES C S I ADDR. 7 D 02 Ste=orLb r= lift) IGpiE11f1Wlt1R(l111i#1Rt11INlpitlggltql 1110 MAHWINNE MIIRc;, CLERK OF CIRCUIT COURT SE141WIl-E 11I1R11y SK %557 Pg MI; (1pg) CLERK'S # 2907008264 REMWED 01/17/2007 09:57:26 AN KWINr, FEF'S Ike@ and street address if available) 2. General description of improvement: C,r,1,1S—j-uCT— Owner Name and address: a. b. Interest in property Name and address of fee simple titleholder (if other than Owner) A. Contractor Name and address: 5. Surety a. Name and address ffr";FIED COPY MARYANN17 "^ 7Rcc b. Amount of bond CLERK OF CIRCUIT -:"IRT 6. Lender Name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. In addition to himself or herself, Owner designates 713. 13(1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is 1 year from t to ecording unless a di nt date is specified) Signature of Owner S m to (or affirme) and subscribed before me this / (r, -rrt day of J 6--1 ;>A-/LY 12007 by e Wd-e-yly 4 cs f l- Personally Known — L.1—/ or Produced Identification Type of Identification Produced t:;iEgnaA' re of ubli State Florida Commission Ex ' s: SHERYL M. JONES r% Notary Public - State of Florida MVCor mh5IOnBpkWAug28, 2007 Commission # DD 245909 Bonded By National NotaryAssn. a NOTICE OF COMMENCEMENT Permit No. Parcel ID: -Q , /9 _it7 ,S- .Z 08l5 0050 State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the l OL05 1n1e--, t- bnm PHIS IN MENTNAMEims ADDR. .f Iloll 11of11111E110Ill III f11g8pIHt i1I1N l1{i lllll MARVIINNE 1101W--, CLERK OF CIRCUIT COURT S NINIILE f10" DK t% 557 I='il A:S76; (lpy) CLERK' S I i'007"8GE S9 RECORDED 01/ 17/20*7 09;57:M An RECORDING FEES 1(L oo and street addrdi9MWdJliWlq) p Qqka- 0 A i .5 &. --CK a L 3LZN r 4n A r2 2. General description of improvement: Cr)5'RJ( is 1n( S,rJCIL-z 3. Owner Name and address: a. Interest in property b. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address: CoR - ff "„q & 1 I ! J c, 5. Surety a. Name and address CEMFIEpC(I"', b. Amount of bond CLERK 6. Lender Name and address: SEMINOLE COUNTY, FLORIDol UtPUTY CLERK , Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 1 A AI 1 8. In addition to himself or herself, Owner designates 713.13( 1)(b), Florida Statutes. of to receive a copy of the Lienor's Notice as provided in Section 9. Expiration date of notice of commencement (the expiration date is I year from the d e of ordin unless a differe date is specified) Signature of Owner SM, to ( or affirms jd) and subscribed before me this /&rol day of,1 -Ai ,4/L , 20 07 , by We ii,q" Key-Pfel'l4 Personally Known or Produced Identification T ]d ifi on oduced Signature of o ub ' c, Stat f on a Commission es: SHERYL M. JONES Notary Public - State of Florida VNCarWftonBPkw u928,2007 Commisslon # DD 245909 Bonded By National NotaryAssn. FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: RIGHT SIDE TOWN HOUSE Builder: CORINTHIAN BUILDER; Address: WEST 6 TH STREET Permitting Office: CITY OF SANFORD City, State: SANFORD, FL 32771- Permit Number: 19 (o - '211 g -111 i Z Owner: NEW CONSTRUCTION HOME Jurisdiction Number: 6 oL l Soo Climate Zone: South 1. 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 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1477.5 ft' 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 89.3 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b_ (Clear) 89.3 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=O.0, 1 19.6(p) ft _ b. Raised Wood, Adjacent R=0.0, 109.611' c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 459.5 ft' b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' _ c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' _ d. Frame, Wood, Exterior R=1 1.0, 558.4 ft' _ e. Frame, Wood, Adjacent R=1 1.0, 278.4 fl' _ 10. Ceiling types a. Under Attic R=30.0, 870.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 222.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, I -IF -Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as -built points: 19767 PASSTotalbasepoints: 26793 I hereby certify that the plans and specifications covered by this calculation are in complian WrIliie Florida Energy Code. PREPARED BY - DATE: '-/- (5- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code OWNER/AGE T: DATE: Cap: 34.8 kBtu/hr _ SEER:13.00 _ Cap: 34.0 kBtu/hr _ HSPF: 8.00 Cap: 50.0 gallons _ EF: 0.93 _ CI••, _ Review of the plans and TIM S7. TFospecificationscoveredbythis indicates 0, - calculation compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 coDFloridaStatutes. wig 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 v4.0) INC FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- PERMIT #: 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 1477.6 32.50 8643.4 Single, Clear W 1.4 1.0 10.0 70.53 0.49 346.6 Single, Clear W 6.0 1.0 6.0 70.53 0.40 171.1 Single, Clear E 1.4 10.3 33.3 78.71 0.98 2579.3 Single, Clear E 1.4 10.0 10.0 78.71 0.98 773.3 Single, Clear W 1.4 2.0 20.0 70.53 0.65 911.4 Single, Clear E 1.4 2.0 10.0 78.71 0.63 492.9 Single, Clear E 1.4 2.0 10.0 78.71 0.63 492.9 As -Built Total: 99.3 5767.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 768.4 1.00 768.4 Concrete, Int Insul, Exterior 4.2 459.5 2.28 1047.7 Exterior 1017.9 2.70 2748.3 Concrete, Int Insul, Adjacent 4.2 166.8 1.18 196.8 Concrete, Int Insul, Adjacent 4.2 323.2 1.18 381.4 Frame, Wood, Exterior 11.0 558.4 2.70 1507.7 Frame, Wood, Adjacent 11.0 278.4 1.00 278.4 Base Total: 1786.3 3516.7 As -Built Total: 1786.3 3411.9 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 20.4 2.60 53.0 Exterior Insulated 20.4 6.40 130.6 Exterior 20.4 6.40 130.6 Adjacent Wood 20.4 3.80 77.5 Base Total: 40.8 183.6 As -Built Total: 40.8 208.1 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 706.0 2.80 1976.8 Under Attic 30.0 870.0 2.77 X 1.00 2409.9 Base Total: 706.0 1976.8 As -Built Total: 870.0 2409.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 119.6(p) 20.0 2392.0 Slab -On -Grade Edge Insulation 0.0 119.6(p 20.00 2392.0 Raised 109.6 2.16 236.7 Raised Wood, Adjacent 0.0 109.6 3.40 372.6 Base Total: 2628.7 As -Built Total: 229.2 2019.4 INFILTRATION Area X BSPM Points Area X SPM = Points 1477.5 18.79 27762.2 1477.5 18.79 27762.2 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT Summer Base Points: 39454.0 Summer As -Built Points: 37540.2 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: Central Unit 34800 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 37540 1.00 1.07 x 1.165 x 0.85) 0.262 0.950 9998.2 39454.0 0.4266 16831.1 37540.2 1.00 1.069 0.262 0.950 9998.2 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- 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 1477.6 2.36 627.6 Single, Clear W 1.4 1.0 10.0 5.49 1.03 56.6 Single, Clear W 6.0 1.0 6.0 5.49 1.03 34.0 Single, Clear E 1.4 10.3 33.3 4.77 1.01 160.6 Single, Clear E 1.4 10.0 10.0 4.77 1.01 48.2 Single, Clear W 1.4 2.0 20.0 5.49 1.02 111.8 Single, Clear E 1.4 2.0 10.0 4.77 1.07 51.2 Single, Clear E 1.4 2.0 10.0 4.77 1.07 51.2 As -Built Total: 99.3 513.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 768.4 0.50 384.2 Concrete, Int Insul, Exterior 4.2 459.5 1.02 468.7 Exterior 1017.9 0.60 610.7 Concrete, Int Insul, Adjacent 4.2 166.8 0.44 73.4 Concrete, Int Insul, Adjacent 4.2 323.2 0.44 142.2 Frame, Wood, Exterior 11.0 558.4 0.60 335.0 Frame, Wood, Adjacent 11.0 278.4 0.50 139.2 Base Total: 1786.3 994.9 As -Built Total: 1786.3 1158.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 20.4 1.30 26.5 Exterior Insulated 20.4 1.80 36.7 Exterior 20.4 1.80 36.7 Adjacent Wood 20.4 1.90 38.8 Base Total: 40.8 63.2 As -Built Total: 40.8 75.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 706.0 0.10 70.6 Under Attic 30.0 870.0 0.10 X 1.00 87.0 Base Total: 706.0 70.6 As -Built Total: 870.0 87.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 119.6(p) 2.1 251.2 Slab -On -Grade Edge Insulation 0.0 119.6(p 2.10 251.2 Raised 109.6 0.28 30.7 Raised Wood, Adjacent 0.0 109.6 1.70 186.3 Base Total: 281.8 As -Built Total: 229.2 64.8 INFILTRATION Area X BWPM Points Area X WPM = Points 1477.5 0.06 88.7 1477.5 -0.06 88.7 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT Winter Base Points: 1385.9 Winter As -Built Points: 1681.2 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 34000 btuh ,EFF(8.0) Ducts: Unc(S),Unc(R), Int(AH), R6.0 1681.2 1.000 1.099 x 1.137 x 0.86) 0.426 1.000 774.1 1385.9 0.6274 869.5 1681.2 1.00 1.080 0.426 1.000 774.1 EnergyGaugel DCA Form 60OA-2004 EnergyGauge D/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- PERMIT #: 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 4 2273.00 9092.0 50.0 0.93 4 1.00 2248.56 1.00 8994.2 As -Bulk Total: 8994.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16831 870 9092 26793 1 9998 774 8994 19767 PASS y0Q THE ST,t p6s` o EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: WEST 6 TH STREET, SANFORD, FL, 32771- PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 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 exceeaeo Dy all resluences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 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 required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge4D/FlaRES'2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6 TH STREET, SANFORD, FL, 32771- 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1477.5 ft' _ 7. Glass type and area: (Label reyd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a(Sngle Default) 89.3 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 89.3 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 119.6(p) ft _ b. Raised Wood, Adjacent R-0.0, 109.611' _ c. N/A 9. Wall types a. Concrete, Int insul, Exterior R=4.2, 459.5 fl' _ b. Concrete, Int lnsul, Adjacent R=4.2, 166.8 W _ c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' _ d. Frame, Wood, Exterior R=1 1.0, 558.4 ft' _ e. Frame, Wood, Adjacent R=1 1.0, 278.4 ft' _ 10. Ceiling types a. Under Attic R=30.0, 870.0 W _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: (Inc. AH(Sealed):Interior Sup. R=6.0, 222.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-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 in . Othe ise, a n Display Card will be completed based on installed Code o t f t es. Builder Signature: _ Date: - S' 0to Address of New Home: 110714- S T , City/FL Zip: S /fn.ii -en o 3 277/ Cap: 34.8 kBtu/hr SEER: 13.00 Cap: 34.0 kBtu/hr _ HSPF: 8.00 Cap: 50.0 gallons _ EF: 0.93 CF, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7"designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. 8nergyGauge® (Version: FLRC9 v4.0) Summary Energy Code Results Residential Whole Building Performance Method A NEW CONSTRUCTION HOME Project Title: Class 3 Rating WEST 6 TH STREET RIGHT SIDE TOWN HOUSE Registration No. 0 SANFORD, FL 32771- Climate: South 3/20/2006 Building Loads Base As -Built Summer: 39454 points Summer: 37540 points Winter: 1386 points Winter: 1681 points Hot Water: 8365 points Hot Water: 8365 points Total: 49205 points I Total: 47586 points Energy Use Base As -Built Cooling: 16831 points Cooling: 9998 points Heating: 870 points Heating: 774 points Hot Water: 9092 points Hot Water: 8994 points Total: 26793 points Total: 19767 points PASS e-Ratio: 0.74 EnergyGaugeO(Version: FLRCSB v4.0) FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: TOWN HOUSE LEFT SIDE Builder: CORINTHIAN BUILDER; Address: WEST 6TH STREET Permitting Office: CITY OF SANFORD City, State: SANFORD, FL 32771- Permit Number: O(o - a 1-101 11 ) -)a Owner: NEW CONSTRUCTION HOME Jurisdiction Number: (9 q t 5 c9p Climate Zone: South I . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family t _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1477.5 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 DEFAUL7) 7a(Sngle Default) 89.3 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 89.3 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 119.6(p) ft _ b. Raised Wood, Adjacent R=0.0, 109.6ft' _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.2, 459.5 ft' _ b. Concrete, Int Insul, Adjacent R=4.2, 166.8 ft' _ c. Concrete, Int Insul, Adjacent R=4.2, 323.2 ft' _ d. Frame, Wood, Adjacent R=11.0, 278.4 ft' _ e. Frame, Wood, Exterior R=11.0, 558.4 ft' _ 10. Ceiling types a. Under Attic R=30.0, 870.0 fl' b. N/A c. N/A It. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 222.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A e. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as -built points: 19752 PASSTotalbasepoints: 26793 I hereby Certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE • -3 ' 'off 4 - O G' I hereby certify that this buildi , as signed, is in compliance with the Florida Energy Co e. OWNER/AGE T: DATE: '//5 6& Cap: 34.8 kBtu/hr _ SEER:13.00 _ Cap: 34.0 kBttdhr _ HSPF: 8.00 Cap: 50.0 gallons _ EF: 0.93 CF, _ Review of the plans and Q-THE ST, specifications covered by this o = calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 coD O 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 v4.0) IN( FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: 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 1477.5 32.50 8643.4 Single, Clear W 1.5 2.0 20.0 70.53 0.63 890.3 Single, Clear E 1.5 2.0 10.0 78.71 0.61 479.8 Single, Clear E 1.5 2.0 10.0 78.71 0.61 479.8 Single, Clear W 6.0 1.0 6.0 70.53 0.40 171.1 Single, Clear W 1.5 1.0 10.0 70.53 0.48 339.7 Single, Clear E 1.5 10.3 33.3 78.71 0.98 2569.1 Single, Clear E 1.3 10.3 10.0 78.71 0.99 780.7 As -Built Total: 99.3 5710.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 768.4 1.00 768.4 Concrete, Int Insul, Exterior 4.2 459.5 2.28 1047.7 Exterior 1017.9 2.70 2748.3 Concrete, Int Insul, Adjacent 4.2 166.8 1.18 196.8 Concrete, Int Insul, Adjacent 4.2 323.2 1.18 381.4 Frame, Wood, Adjacent 11.0 278.4 1.00 278.4 Frame, Wood, Exterior 11.0 558.4 2.70 1507.7 Base Total: 1786.3 3516.7 As -Built Total: 1786.3 3411.9 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 20.4 2.60 53.0 Exterior Insulated 20.4 6.40 130.6 Exterior 20.4 6.40 130.6 Adjacent Wood 20.4 3.80 77.5 Base Total: 40.8 183.6 As -Built Total: 40.8 208.1 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 706.0 2.80 1976.8 Under Attic 30.0 870.0 2.77 X 1.00 2409.9 Base Total: 706.0 1976.8 As -Built Total: 870.0 2409.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 119.6(p) 20.0 2392.0 Slab -On -Grade Edge Insulation 0.0 119.6(p 20.00 2392.0 Raised 109.6 2.16 236.7 Raised Wood, Adjacent 0.0 109.6 3.40 372.6 Base Total: 2628.7 As -Bunt Total: 229.2 2019.4 INFILTRATION Area X BSPM Points Area X SPM = Points 1477.5 18.79 27762.2 1477.5 18.79 27762.2 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT Summer Base Points: 39454.0 Summer As -Built Points: 37483.3 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: Central Unit 34800 btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0(INS) 37483 1.00 1.07 x 1.165 x 0.85) 0.262 0.950 9983.1 39454.0 0.4266 16831.1 37483.3 1.00 1.069 0.262 0.950 9983.1 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point., 18 1477.6 2.36 627.6 Single, Clear W 1.5 2.0 20.0 5.49 1.02 112.0 Single, Clear E 1.5 2.0 10.0 4.77 1.08 51.4 Single, Clear E 1.5 2.0 10.0 4.77 1.08 51.4 Single, Clear W 6.0 1.0 6.0 5.49 1.03 34.0 Single, Clear W 1.5 1.0 10.0 5.49 1.03 56.7 Single, Clear E 1.5 10.3 33.3 4.77 1.01 160.7 Single, Clear E 1.3 10.3 10.0 4.77 1.01 48.2 As -Built Total: 99.3 614A WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 768.4 0.50 384.2 Concrete, Int Insul, Exterior 4.2 459.5 1.02 468.7 Exterior 1017.9 0.60 610.7 Concrete, Int Insul, Adjacent 4.2 166.8 0.44 73.4 Concrete, Int Insul, Adjacent 4.2 323.2 0.44 142.2 Frame, Wood, Adjacent 11.0 278.4 0.50 139.2 Frame, Wood, Exterior 11.0 558.4 0.60 335.0 Base Total: 1786.3 994.9 As-Bullt Total: 1786.3 1158.5 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 20.4 1.30 26.5 Exterior Insulated 20.4 1.80 36.7 Exterior 20.4 1.80 36.7 Adjacent Wood 20.4 1.90 38.8 Base Total: 40.8 63.2 As -Built Total: 40.8 76.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 706.0 0.10 70.6 Under Attic 30.0 870.0 0.10 X 1.00 87.0 Base Total: 706.0 70.6 As -Built Total: 870.0 87.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 119.6(p) 2.1 251.2 Slab -On -Grade Edge Insulation 0.0 119.6(p 2.10 251.2 Raised 109.6 0.28 30.7 Raised Wood, Adjacent 0.0 109.6 1.70 186.3 Base Total: 281.8 As -Built Total: 229.2 64.8 INFILTRATION Area X BWPM Points Area X WPM = Points 1477.5 0.06 88.7 1477.5 0.06 88.7 EnergyGaugeO DCA Form 600A-2004 EnergyGaugeOfFlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGaugeO 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: BASE AS -BUILT Winter Base Points: 1385.9 Winter As -Built Points: 1682.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Electric Heat Pump 34000 btuh ,EFF(8.0) Ducts: Unc(S),Unc(R), Int(AH), R6.0 1682.0 1.000 1.099 x 1.137 x 0.86) 0.426 1.000 774.5 1385.9 0.6274 869.5 1682.0 1.00 1.080 0.426 1.000 774.5 EnergyGaugeTM DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: 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 4 2273.00 9092.0 50.0 0.93 4 1.00 2248.56 1.00 8994.2 As -Built Total: 8994.2 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16831 870 9092 26793 9983 774 8994 19752 PASS EnergyGauge"' DCA Form 600A-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: WEST 6TH STREET, SANFORD, FL, 32771- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a seated 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. bA-LZ U 1 lfit:K F'K_bL;KII- I IVL MtAJUKtb (Must De met Or eXceeae0 Dy all resicieflces.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 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 buiftin heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Forth 60OA-2004 EnergyGaugeOfFlaRES-2004 FLRCSB v4.0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 88.4 The higher the score, the more efficient the home. NEW CONSTRUCTION HOME, WEST 6TH STREET, SANFORD, FL, 32771- I . New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 34.8 kBtu/hr _ 3. Number of units, if multi -family I SEER: 13.00 _ 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (fl') 1477.5 11' c. N/A 7. Glass type I and area: (Label reyd. by 13-104.4.5 if not default) a. U-factor: Description Area 13. I leating systems or Single or Double DEFAULT) 7a(Sngle Default) 89.3 11' a. Electric Heat Pump Cap: 34.0 kBtu/hr _ b. SHGC: HSPF: 8.00 _ or Clear or Tint DEFAULT) 7b. (Clear) 89.3 11' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, l 19.6(p) 11 c. N/A b. Raised Wood, Adjacent R=0.0, 109.611' e. NIA 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 459.5 ft' EF: 0.93 _ b. Concrete, Int Insul, Adjacent R=4.2, 166.8 11' b. N/A c. Concrete, Int Insul, Adjacent R=4.2, 323.2 It' d. Frame, Wood, Adjacent R=11.0, 278.4 R' c. Conservation credits e. Frame, Wood, Exterior R=11.0, 558.4 111 HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 870.0 Il' 15. HVAC credits CF, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Scaled):Intcrior Sup. R=6.0, 222.0 fi MZ-C-Multizonc cooling, b. N/A MZ-11-Multizone heating) 1 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) Ttt$ sT rAo in this home before final in n. Oth rwise, a ne PL Display Card will be completed p4 g ' F based on installed Co Builder Signature: t es. Date: OppS Address of New Home: T City/FL Zip: SfhJry 12- _?-Z7'7 j Q OWE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may quay for energy egciency 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. ucf'edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. 1 Predominant glass type. For actual glass type and area% see Summer Wir Glass output 2)4 inerSau e® ersion: FL 4.0 Summary Energy Code Results Residential Whole Building Performance Method A NEW CONSTRUCTION HOME Project Title: Class 3 Rating WEST 6TH STREET TOWN HOUSE LEFT SIDE Registration No. 0 SANFORD, FL 32771- Climate: South 3/20/2006 Building Loads Base As -Built Summer: 39454 points Summer: 37483 points Winter: 1386 points Winter: 1682 points Hot Water: 8365 points Hot Water: 8365 points Total: 49205 points Total: 47530 points Energy Use Base As -Built Cooling: 16831 points Cooling: 9983 points Heating: 870 points Heating: 774 points Hot Water: 9092 points Hot Water: 8994 points Total: 26793 points Total: 19752 points PASS e-Ratio: 0.74 EnergyGauge®(Version: FLRCSB v4.0) le i x —Moz 00ou &Vqd HUH Wmtau ADMOO =9xis io Suomi mmum mu aD 51 DA I =02.wu)a (mavmirvioum 1 1y11 MU (11 C))aavcoN '"vi WMXDW Im 'I 3DCM 19 CNY 5 Ual wmidnc= ivan 9t H311 9 t 8311 9L 8311 91 8311 9 >10019 2 X0018 9 X0018 9 >10018 9 i0l 9 101 17 101 c 10l 4 P-A% 8 PMdWd SL 8311 z 101 mwrs aa.-%Aa III r-, 7- o 1 Ct Iv M, 1 Ct r! ISO 5F Fe L si'ar st•a+ l.— - _ sz•e+ 0; N .- L133HIS H19 JUaWaAC) d IS!X3 1. j BY DaU Revislou plL .407-682-*M A-4-a- Ronald W. qMon. P.S. BLSr- GVv- 9270 or wdjon & amerlafts fx. 401-m-mv -Drawir GWW Date- 112805 Lots 1,2,3,4,$ and 6 9). O. Sgow 915260 rhweW@earffilink.net — 0-- g—od. -17-4dR 82791-52 60 CERT. OF AUTIL NO. 8272 MI&SW RHW c5cale. Noted I li i i Q LL C) c I Q Q p 1 L) W v I I I 01 0d i Q I O 'x i I, I i i r J W i X 1 I I r ..• I t f , . I r r .i:, r _ ._ 23.t2 I 1 .. I R r t r 23.27 1 .i X x x x X 23.6t x! ' S 7 r , 23.et 2190 23.95 2t.05 P_ i t ! x x. 23.32 x 23.21 x23.13 I 23.6t x x . _ >< x - - x _ >< - 23.56 I CK r x x 23.e1 TS.Dt x 23.90 I' 23.77 „ I TJ.661 23.)e 217J 23.7t 21.E1 t; I _ 67H STREET% Exist. Povemenl x X - i ! 23.65 -- _ X 23.89 X 23.99 ' 2t.0 2 97 2t.05 t.t2 2t.09 2197 I . ' j 23.72 1 } y!' 23.WgI23.6D Y21 23.75 179 23.Dt 2170 -ma.% -,iI3.63f-- 2169 2t. 12 ,q, '>rx j0xxx 23.5023.56 23.6t 23.57 23.39 4925' t9. 25' .IS' tB.75 tD.25' t9.25 ; .;` 22.97 211E a. jb a b Icl b l o 0 0 bo II jII titi° / I P ml!I faaFP FE ImoI ! 3FF.- FF.- FF.- FF.- 25.37 FF. 25. 70 25.37 25.37 FF. 2.70 FF.-25.70 25.37 7 FF.-25.70 FF.-25.70 25.37 I 23.64123.64 l I W t9. 25' - a t9.25 - / t9.25' t9.2 tB 25_i9.25' w pmo-dCWwdPC= LOT 5 LOT 6 LOT 1 LOT 2 LOT a BLOCK 8 BLOCK 8 BLOCK38 BLOCK 8 BLOCK 8 BL CK 8 I x x2tt; TIER 15 TIER 15 TIER 15 TIER 15 TIER 15 22''7tTI R 15 2t'6° UIS1. Roirow GRADING/DRAINAGE PLAN I Dat719 MMaN MADE x 24.58 J, MWOM WMT.ORA= 3LN= DIADiAeE mm=021 TM IC =DIAMAOE By Dote Rerhlon ph - 407-60-4064 ec% wl 40n & MUOCta&J A.407-MV-asp/ `aNrn GWW SDale 112805 Donald W.4U1Lcanr 9.56. Lisc. 9Ya. 9710 h P. O. Sham 915260 rhwengr@carthlink.net Lots 1,2,3, 4,5 and 6 A-% voodr -MMda 82791- 5260 CERT. OF ALTTH. NO. 8272 J RICE ' Noted i,+ a df M K M J-J; r• am n i i r Derrnrr Dd nAa « R« a« z gv f• ka' aau bb u i 1Sn0 C'i7I RIl_K: 3 R o li n IM- ctJau N> 8 R 083 mN wf.« G e J J m ~ 1i1A Y J mr b39^ a c pu S E R l a a e _co k a OOW 4 t« $> 9 m J m , n ^ p• u 1 TM lwwwod 'lc!- 3 a a B . 1n0 • IslK3 SCALE: V - 60' UTILITY PLAN By Dais RevBbn ph.407-60-4082 n „ - 9igeel: Donald W. Rllilcrm, P. X..Qise. We. 9710 r KdbOn & aui mla ftj h. b07-68A-a"y SDraw r: G SOate 112805 h 9). O. and 6 SROM 915260 rhwew Q e imink net ,2,3, 4,s 8-4-- d. X-4da 8.2791-5260 CERT. OF AUTR NO.8272 ' R cScale Noted Lots 1 COUCzTE al MtTKu1p/ A,irM _ MIAtLAT10M AlrolaR Aol AS 11tob 0![/WO• PICK 7API ARE • ] le am TAPta [sIt MouS)* oR[ tT WOOD MD7 REDb,) KTCR Br OTHERS rc BY wow CAULK t EY OTHERS ROM = °`"" TAPCON INSTALLATION CHART07M- UASS" 10 , SWA LATp(N(pAA'NCHOR CAU dou IN . srtal As REob G ( SEE MoIE aft •rAPCOMs :a SIZE 9 oP Da +o io .n of is To a To r a' " SEE NOTES). 4 1-1//r WE - 1101 1n0A) SD36 s4 Ct2. Q 60 2 IUD PS< yC. as S PST Psr DAP G C tuLID4rM1 - a Doia +m. Olt u 72 S rfo ] ] / to ecaa AD n COKkL I M6{[Q D1C tR 60 2RDE j j ; • - 1/4• MAX — OR UASONKT ' 6I1e0 sq DA. Iti• .72 { p ! { STwI XACL a OTHERS e060 rq OTt lO n ! 1n 7p r3 y' D QD 7. y. p ...i lOie Oro IM-Vl R w UCAi . STCO —/ a MALLAT1OM AMCNa1 ,' sD sa 0><O 'A}:` R aD fly ODtF.tS. 7/1I• Dk TAPCpI )6[m CDD Iel-30.X.OD p ] } . 1 -3 Etg s S t ] , a {. 6rRagTER CAIAJt ) nR 11 1] 3 { S• . or 0114R5 HOOD OODIt RAWM ! e IOi-Im x e0 G 1QAp • FERl41IR OAILt a oU +p61 175 /" pp . 7 7 i i ] s: tT ODtJ15 76e0 IDt eF SIR R to a Ib 1T / s A' ; 4LA)a10 ! 170eD 70x IOt-IM !tie S .•; ` .I SEE MOTES) ltrOTl 511T000 1- 1 .• Aml 'S2•'1/ IS { 316 ) ! S • , 1 { 11 { i U IL• BY Opa1t] 1 ' 4Mf 1006 EIOOf 11 1] t p . otTE>teleorTm 1/ ice R eb 7 7 ! t ] sDOOR Tlpj11 1 •S O DOCK i« sin t 9 i sto ] 4 SA it so 7 57. AWA BaQa F. SEC71sax (E—(1 ! e uu Rrr.Enl . nooD i1Ct P- _ , OT Ling •DTM - A MOKrr - as pr Vow OR UASONRT ' a% ua eOr OTHERScroT.rc LIaER4lT.APPLY d Q (rmMO GLASS DOOR By AlIQS jIRrMR Snt S '' jOj 1-1/T _ HOOR S, 1Rr . eED 0 COMOtr7E t • { 1 C •p podml er OTT ACTION A-k DOW I1STALMTT011 la1L . Rtlas V^Y ESA. TADCa GLAZING / 2) ODOR YAl( AL 4tA"U, aLL fp (SEE MOTES) T . 'R'u' AR a1i 1'e1n uTEte+att t _ D7 IU7r 1 tOatr 1p ADKK YR r ett+ort or 1-Ile WM USE IATEr oY"ir rn a1'ADNI,rp B t. AT ALL nK KT L ARM" ETTEmm ( ODDS) r (LAE7OboesIIIahOj (t;l[y yu Ltt s(Op mum ROD R DuRI OIO ao u aIaRYMr 1 im .•1 .c" 9A0001 Mr, rat w - STUCCO OLRii i»Ay7 eoa SQE ! Oq.1RRAT01 4aaAq AtlO AAfp1rL :Rv:tiR LLAL 1\\ or o1KRS 1 S/ Antt I~a(Ty'IOII> A.z. •RsNLDt S 1rl.ter tD nDb ya yr T1•mTAn ra aDUDL yq{e ! rum WIN fp SORM a W of Ar0' D, Kw(KLWA00'T:'A lr 'af aI (A -XVAnnIqRLALLJaenIEMSEALEL12) • Mf7Nla iyEL AMR •na• Q qu*ua D VAM to At Vr. YD rD 13) rMn `L ` ART/aIRiO YR AS lRfL11 AlL [RiM.IN}q t l• F Y• E 7 8 C'AttiX REtREp1 WOOD Kcm • DDOt. p(TERObt DODfI lt i S1R1 r AjOT lrrCD1. .4a Lv. L1[cc `. fiTlgd AA?ft IaAR D m QYrTRI[TA Q OnTAL"I" RCLbO -A-.•. 1-R• T t r s! IfS . nas aass All— wolE 1e et. sr u uOE 0" 1E DO" OCS NTATI AafO • le Rt IIODR' O rell A A"m r :per vSTAL4l41 A.CNdt ro -30 at R.! SrwL ulrD r w= rS., irrXTMEL r`l [.r1A+rD A-Jn•a. Jq.Q !1r lORvi r IApr mm-2 ar tyJTtO(fil LMDDI ro•.OK1i 1-3/i m+Ne rracTWOdir • ' .i'- . fR ' C TCmA, TAPccm HOOK STRIP D TAI . dab K fAZiC S orate f— -. EXIERIOt FI FVA ON • , . MJ HOME PRODUCTS GRATat PA..' SE 4201,30/, lo INSIALLARON MTN SLIDINc. 4)gss pooR T Daere MTl+ E2 COh(S w LAc /t1/( C( VIL aAm 69 T2 ti Ara M N.T.S. D.o naLeLipo01 V142 .L+: u11DAL.,./ OP 1 ON .rR.rOt l.R. k[ OR tttuuA t1aq rm r*'ti0g1 rat aA rt}j r OIF BysmC not.) it NOTES) I BUCK By OTHERS TAPC ' N INSTALLATION CH -ART. at REOT,.) ALLATIO! C. ,.. ! JJ F o^ ION ti r-AC o•• 'A xu- I GIx)t BETMEH i A1 - WW. BUCK • LP to J-6 PSA 6; ?sr' .» ca ! r MASOMMT OPEpma CONCRETE a C YZ' /6. PSF .O.A2 TC,70 170 Pi- e-oTIQR! D00R FRAME _.(.;_//T OR.SIASCKP.r - -pR- .PST -a? PSI-o?•-OP—— C .-..../— — / OPfxnaC Sal/ s0. OL a t- • •p ] OME115 lose IQ Oi N ` A . f 'ease A Os. a fi a: I IOOIe JTO.. OM. xx .z• 6a +• 6 si. 4 tAABtp4r;r ' Al foec AO. OL 'R.T s'r ! 1 6. f '• 6OSC "M DIL a :7 1 8A 3 2 . li I(:S:A!tAt10!: wMt719• Ws. !?• Olt Idl ;Sf•+/9l SA'14/ ( frt!' D•A TaoC1. : - Lv•• + O( SPACEMAZMG f6s oAa f76e. aKEE S' .. y lf. xeo o CUAM.BETo£Eh wm am • MAST 0FE1UfG of OTHERS cc gMSMLLA11pM AI04M e SCREIu (il'P. Ex1EfeCtt KIERE l Of6 ARE ' NOT RE&D.)\—M" rmAmt IaAD TMM EUB QNi • BTl7ee2 oxo mo 322ECOzo ir•. A s6 A S-L/• t I 7462nx300tl OR frn ; I, e-VU x no S S 3• 12068 xlx. IAt-An. x eo 7 e t;' 16p lax t7x-in. x to tl p T6tl0iltlI!8-flu x.te 9060. j4=ymN 93 j a 9 r IDD6e oxtm, xxa IT IT IS s 120ee oleo, :7ba IH-sm x 1606e. OMxG x)Dol 19=-" x ITO• ei IoOeD OIOiQ, xlDa 1 0-f/l x oe t 6•. 130e0 OgO- AoOT 4A-yf i ee. 7 16000 12 TA S By OTHIM IfW/ DOOR WIDTH s .MACd - .00Qt mum ' SECTION 8-8 t MR-) RAME mmm• 1) DDO/ /AtOeAAb Uumm alzriM / DooR Dtlr A/ DOxt low K 4 St/i1OD f IDCOr 10 ADfM UK RxEDIQ1.R ht/A' /IRO 31 1 Art /Aroaf R11 A11Dm "Off TO /Atx Af ALL r/AM7•AbiMM / •' f ., TApI CAuul Id R t01 SAt APMRO t aEMM Or MM 9): • nAq Dean' a Mot Ldrrp n AMDIMI te[ .OIOO 4Oarair Lesm Di Ma Lm= a3 ram Va. A/f}? IallIt OFnOf P 4Ot ILPR C{wC Q ZOOM MAIM VIOWL.A6LLLAOD aAMM /L9 AF"WOM MWEND PAS-L07Im TUT WAIr PO ' FWAOUTS O AM Mw TAAS DuxTx . 7) ' MA rAtMtT OWUM Pllln NOT DEmO M APCOM AMPCI 5MMW R MIM MM /t soot Or STOT>mrr r 4 • tDlelll . To Fart O®101t Arta JDOL, - 6) A9AS/ aa. caiw Art 103 Seam }a a4u mrr SE M srlanL F TiS fM AS QR AT EA. st or WSIAwnOT MAL MLItaTlM " SLUM T V.* V'r ALL /OTALADor A M23".Oast D: Wgg.CF blt MAgX X . A . to AAMTTf 7r Qi is FOND ran IMO-W rMp Al"M MA1m OitAIW'd AR AS le e 12) 10 DD/IMOAZM tp® AwM AM of MO UUMM MortTm SWMLADM ' -A' • EXTERIOR F) FVATION 1-1 r O6 -*= P,Lr TOMOUADW ML TOO y . 13) MuggA010,QitA rAPealAr TD 7,+.' O3: '`•lt Tq SMEN 470 fDNo OAU 000Tri s10e1 • At}D J)Rx2 70 ASD • 4W W mm mm a fam4 A TA® 77AtrE I TP2 mo SORIa or SiP mrT , HOME. ra VANOMMrMOtuRspiA¢ itaa Pro t /' fiW raNdM.• SA' of y't • H•O.MC' V `4: Lc``' f b •. QfSrAECATIOIf AI1E710I1 = o . SERIES 470' SL OINC•8"... one• oT T PCOf • •' 5t p IKSIALL/ L71ON TH MAW& YNt1?+ Ft s •A• 4:. e w Ame • AAypMM ele.t .a s AlpaTe.A. fLO- w lox+a 11lOA.4O1 Ao cr;Aa.avO• rr +rmm. RUCTURI -.1 HORIZON TANOTE: If, y g L'MULLIONm fail finoucrestackinasingleunit over another single unit, such as a roundhead over. a 'single hung, N ORIZONTAL faULL •IS. IMPORTANT rt Before you be in 1 4" -Haretwinned. Follow g must be sawed off the top end of the 1/43 vertical mullion R iIR1-1OilstepsonV43verticalmullinstructionsheet #MULLV43A first. Continuous head &sillNote: m Overall length of 'mull is to be the same as the overall frame to before the lower windows .-11—Epverticalmull. frame dimension of the mulled units -do not require this. EXAMP L mull length will be 35 1/4" window + 1 1/4". mull + 35 1 may For twin .3'-0', units below, in.cludinStop , Strip fins from head of 9 thepp windows to be mounted below*'transom. 4 window 71 3/4". St$p 2. ApPly a full length bead of caulk in the groove on the bottomSte' p 3. Place windows and mulls together as shown below. Note: om side of .the mull. shown) or outside, depending on the construction or This mullion can be installed with the hollow Portion 'fapersonalpreference. Care must .be. 'taken not to disturb the I cg inside' step 4. With .a 1/8" drill bit, pre -drill down through the sill of the transomsheetmetalscrews (top window) into the, mull. Fasten with #$ x 3/4 k lIne not included). Step . Again with the - 1/8". drill, drill up through the. heads of thdrill " and fasten with #8 X 3/4" sheet metal screws. a lower units into the mull. Re -drill heads of lower uniStep6. The vertical mull "telescopes" 3/8" into the underside. . t with-3/1.6." a 1/8" hole, centered on.. the "V" g of the horizontal mull to lack it in place structurally. TO fasten, dr with 3 16" groove, through the horizontal mull and vertical mull. Re -drill .the horizontal mull only. bit acid fasten with screw. For best a illStep7. Before lifting into rough opening,appearance, countersink and use a flathead screw. y' Pointing up and down. Fo.s.ten achrlclip wtab tosc nstructioin' each lnpwith .tWsert into each as o # 10 X 1 1/2 screwss . ,'stru cr "at g rityJt &.11-F. Exterior C g R PRE — PUNCHED HOLES IN SILL Ve" DRIVE HOLES (DRILLED) SA W %" OFF - -- VERTICAL .. MULL 3/8„ - - =:T= ::::::;::::. _ BEFORE TWINNING Sect5767 reference) FACE SCREW CAULK = V43 V CLEARANCE WO o ? .Z a Vertical. Mull LES :oL DRILLED) e CLEARANCE HOLES.' _ IN SINGLE HUNG HLADS (FIELD DRILLED)`;,,•- NOTE: SEE REVERSE SIDE FOR FASTENING REWREMEN.T.S. t_lo s • V43 °STR:UCT.lRAL • VERTI CAL NIULLI:ON . s Nail ells. )t::e NOTE: If adding a. transom, roundhead, etc., saw 1/4" off the top of the mull before joining u and refer to horizontal mull initrvctipn sheet MLILLK43A_ Step 1. S:trip -fins from windows• where .mulls are to* be used, FL QRW. Ste 2. Apply a - bead o.f caulk iri the mull to seal against window ambs.t]1ff A q., p PP Y 9 j' :. . Step- 3. Place windows "and mullions together as shown below. Step The single hung jamb has an. exterior track (screen area —bottom ;l ow 7an in no' F" t;operating,_sash — upper half of window). In* these areas • only, drill 1/8" pilot holes through the jamb's iritb' mull_ n, then re —drill .the jambs only with 3/16" clearance holes, Holes should be spaced evenly on approximately 12 to 1.6 centers. Step..5.:-.Attach windows to mullion using #8 x 3/4 sheet metal screws (not "included) .through . drilled holes as shown below: To avoid jamb distortion, ' do not overtighten screws. Step 6. The gap between window jambs at the top •must be flashed and caulked, and preferably. be .covered by construction / overhang. to prevent water leakage. A 3" long black plastic. flashing clip which clips on the top .edge of th.e nail fin is provided to help close this" gap. Use ample sealant under. and .on the edges of this clip. Stop•.7.. Before lifting into rough opening, drill two holes •in each clip and insert into each end of mull as shown below with tab pointing to inside. * Fas.ten eoch Clip tab to construction with two #10 x 1 1/2"' strews -for structural integrity.. NOTE: FACTORY TYYINNE D UN417s ARE FURNISHED WITH A FULL LENGTH DRIP CAP. THIS IS AVAILABLE AS AN OPTION. — SPECIFY ",SECTS7.69" AND. LENGTH SHOWN ON INSTRUCTION SHEET If MULLV43B. CAUTIONi This ..mullion -Is one In-ch. wider than the Serles. , 543 mull wi hioh to-ok -.up 1/41' between .units.: ADJUST THE 'WIDTH bf R©UGK OPENING$ -AND.' STACK -OBI SERIES No. ,05X WINDOWS 'ACCORDINGLY 5 - x 3/4" sheet metal screwy§ Exterior' Sect5766 reference) Yh" DRIVE HOLES (MUWON) Caulk full length (2 Places)' 3/16." .Clearance Holes Field Drilled .7 filU 71 4YV Me" .CLEARANCE • HOLES (J'Amp-g - -' I. - SEE REVERSE SIDE FOR FASTENING REQUIREMENTS; J. J D 2 EPRdouc VERTICAL MULLION DESIGN LOAD 'C • FOR ALUI fIINUNf V 8.31'URE MULLION (t3fE # 5766, APIR X. 11ZEi 1:5/8"'X 2 1%8" 'X 1/8" CA980582-A WHEN USED TO M(JLL FIN FRAME WINbom 0.7-Fe112002 WDW. wTN•' 24.000 30.000MULLSRANV 36.000 37.000 42.000 48.000 ' 53 125 36.000 240.0 218.2 213.3 213.3 213.3 213.3 213.3 42,000 1`,p 171.4 ' 180.0 160.0 157.4 157.4 15i.4 48.000 160.0 139.1 . 128.0 126.3 121.5 120.0 120.0P-530-62-5 150.0 129.7. 117..1 115.7 111,E 107.9 107.9 54.000 137.1 118.5 . 1•7 105.5 100.0 96.0 95.0 60:000 110.0 93.t1 83.8 82.5 77.3 73.3 71.3 63.000 93.9 79.8 70.9 69.8 65.1 61.4 59.4 72000 61.1 51.4 45.2 '44.4 41.1 38.2 36:4 NOTES: CHART -APPLIES. ONLY TUBE MULLION #5766542/05X PW AND / OR SERIES- 700/704/740n WHEW SEED T VERTICAL MULL SERIES READWINDOWWIDTHANDMULLSPANIN -INCHES WINDOWWIDTHDIMENSIONSREPRESENTTHEWIOPENING 'NOT THE OVERALL WIDTH OF THE.OPENING. DTHOF EACH WINDOW IN A SINGLE DESIGNPRESSUREVALUESB ' NOT UMITED•TO.TWO WINDOWS INA SING ANQARPLY•1Af}{RE NUMB ER OF MULLIONS LE OPENING, DESIGN PRESSURE -VALUES ON THIS. ' EMPLOYED IN A SINGLE OPENING.. Dmax = U175CHART .ARE IN PSP- MULLION MUST BE ANCHORED TO SUBSTRATE WITH CLIP NU QUAL MASONRY OR CONCRETE O 3/18 IN DL0. X 1-1/2 RAW APPERS OR APP TINb APPROVED PFM ARM ar . PRODUCT&APPUCA7TON " ';•' y " 250 IIYT ENQ/Nc1=R/NQ, INC. `•. 1 • •...1 S` .,.• ... ','l..' .. T; EkNATIONAL PARKWAY •. • 'i• • suITE 250. TFA(""' r•'.:N,.,* HEATHROW; FLORIDA 32746 f/ - 1i' PHONE 407 BoSO$65 / FM 407 805-QiE 6 R,L 5 Si1bCTURAL g e.. VERTICAL.- MULL 76 lor'7TallR CT.55U. - f NOTE; . THISMULLIONN' ISFOR 7.' -TALL UNITS (AND 6' TALL UNITS WHEN. HIGHER 'D.P' ARE REQUI R E13), Step 1. Caulk, . Inside Mull. -On shown to seal *frame lambs.. Step .2. Place windows -and tnuillong together as shown below. Q show 7'40/374.0'. S H. Step I 'Using the pr e_pqnched Installation holes "in window Iambs as a drill guide. drill 11/8'ho les into mullions. Step 4.'Attach YylndQwstomullionusing # 8 x 3/4" sheet metal screws (not* Included) :through drilled holes as shown 'below.. To avoid Jamb dlstortlon, do not overtl9 hten screws. Use foUr.acrgws per Jamb With, Is" MaXIMU'm -spoeln Step- 5.* Caulk anyvoidsto 'prevent any leakage.. 'g; Step -G..Before lifting Into rough opening,- drill two holes In each cllp* and insert, Into each -end of"mull as'shown below' With tab -pointing to. 1.nblde; Fasten each Clio tab to constru' ction with two. #12'x. 1: 1/2,,,:screws ior' struct .1n.te yr.al' gri ty'.. 125. 8 X 3/ 4.!' sheet -met'al screws — Caulk under Fin places) 3/1-61 Clearance Holes Fl.elld• Drilled) A Exterior C AL FL. ORM CTLJRER All 8 DRIVE HODS ( DRILLED)' SM_ (H83. U YER71CALLN) M.I. Hame'ProductA- U NOTE DESIM SRME CAPACITY OF THIS INSTALLATION 11EN00 WtLr V r 0FMEACHgptanC APPUC"ON, - DUE:TD- 'SPAN.. is SPA Nrn- LOAM AMM0"AL'-MC."C1RS'-MAr-ffE'-.REGLq L.' err 140i4F- pfto TT cr ' FOR AL M RU9UL (3f11, PART 1 83 (U C,T 5F65}. M-1949 8i, M-65Q51CQNEIPI.RAT IVE CHART : {N UNI QRM PRESSURE r•n rnrrUrb ONLY TO EXTRUDED ALUMINUM MULLION (DIE NO.: HB3, M-1948 & CM435MI ) READ WINDOW Vf11DTFy AND HEIGHT IN INCHES' DESIGN PRESSURE VALUES- ON THIS CHART ARE IN PSF WINDOW Wipi DIMEPISIONS ON THE ABOVE CHART REPRESENTS THE WIDTH OF EACH WINDOWINASi1VGLEOPENING,, NOT THE OVERALL WINDOW OPENING WIDTH; UNIFORM PRESSURE VALUES ON THIS CHART IS NOT LIMITED TO ONLY TWO WINDOWS IN A SINGLEOPENING. CAPACITIES APPLY TO ANY NUMBER OF WINDOWS IN A SINGLE OPENING, PROVIDEDWINDOWWIDTH'AND:MULUON SPAN ARE'NOT EXCEEdED. Dn=L/M INSTALLATION OF MULLION: MULLION MUST BE -ANCHORED TO SUBSTRATE AT EACH END. CONNECTION' MUST BE' DgSlgNED TO ADEQUATELY TRANSFER LOAD TO.THE STRUCTURE SEEMANUFACTURERMULLIONINSTALLA-nON•DETAILS. PREPARED By; PMWUCT TECH1 OWGY•cPRlb ll5D LOUISIANA AVE SUITE 6 WINTER PART( FLORIDA 327jG CAOSOD53 PHONE 407 622-6334 / FAX 407 M-633S 12-Feb433 0.}a217 I ca„owts a 8• nan oa required of each Installation anchor as shown With load bearing shim. OJO"' e 2 Anchor Inust"be •of sufficient length to provide 1 1/4' into. embedmentT Into masonry or concrete 3. Caulk between -window flonge-and buckCCaulk* full perimeter of whdow. r a ° ' • a' • B 1•ssn Buck 5. If exact -window size tB not gl •' By tU aae,l,9 larger upon 'use anchor quantity fornextto - window in short. . a tl, wJth ASTMass EI300 will vary with window size and deal gn load, and Intlst coml.yepos6udtbyotfn7, 7. Lett- designations on the, topcori location chart Indicate where I o ° anchom are to be fnstolled using the elevotton oa a key. Q'' a All factory applied hdes not designated for tapeon• should be filled withPoin.ier.„p rB lkera Q aact6 of plied hat Hh. toAlsob.tnm amg. and -buck provide 51-W Into• embedment la o, ' I 1 t wood buck. He a.d CODE WINDOWaaonry.Openhg SIZE nbEp tDCAfOH p {E7rR ' LOC1TONS AW@ akntmkn UK 70 W5i DP52.f To op70.8 Pptnater Caua12 18/I5 PEET9 A. Ca' " O'pas3/e Bel s to x 49 5/s A C A. C 1 A .0 T .40 a• a d fe la10. x74 1/4 A.C.. A.0 A6.C• •r t9tedo* Haoi 1/ 2 32 25 C t/2 33. 28 t/ : 37 a t/2 3!r 23 t/;' x Orr s/a A v 1/ 2 33 25 I/2 x a>! A M C A .B. C, e a 30 23 1/2• : 71 I/;i A 'c ti" B. c e Jamb • • , 2J5a3i37 3%d A C C 3 ° 2 Wt 6S If4 ti B. Hasa oa Requtiade ° Te Ja31 71 et 4 c A A G. v A B, C A B, C, D I 32 52B, x fj SHIM +— >< 3352.1/ rV y A .c A c IBUCK a •. aaS462 , t. 4D e/a A o A V. c- . 345 62 i/ 8 : 55 1/4• A •9, C AILC T 35 , 6k t% 8 x 62 A. B G C. A 8, C' Op tones T1P. — lruld. atrnmaim Rood flue! By olhas 3a 5P I/ tf x 71 1/4 A B, C, D A 6..C, D, E Pefte1v Caulk Caulk Belson By ar4aa SIN D. o Bud Qnd opening *•TAPCOH• ME HAttQE,lrta Y P1fk1lDE TAPOOH, RAM. A AS"Y =EW'S a • • °• sted'ey Mom A + FrO E 1. 4F. uergn Reaaur..du., B.t.a WSO gig InP5f MMWAMM K=tems. Pr.—Ceel Sig f a E 4 E ¢- i BY athva • ) e • INSTALLATION INSTRUC- n ' s S.W. , MIDtlg:•FTit2 •% 02DaumB.t..,, non" and PM -past SX F., s141L ;..r • i & FASTENER SCHEDULE m . C •. / rr ,c/` l can, am EXTERIOR ELEVATION % 740/ 744- SIN•G•LE HUNG . HON.E t °' t CON WL-) Fume Typo(UO) ConBp. finlap Max. Orerell Blze (in.) Leah Nomlaal Max. Leaf Btra (Ins.) GMnp ljpa' SDP pst) DP pit) fmpaq Apped Rol. Test NepoM NCR-210-) Apj Dowl MAD-WL-MA) awl Detell MD-WL-" EN4101-02 wood X 1 36 x 80 1 36 x 80 0 76.0 76.0 Y 1864'5-6 0001-02 0001-02 EN4102-02 wood XX 1 72 x 80 1.2 36 x 80 0 55.0 55.0 Y 1905 7-9 0002-02 0002-M EN4103-02 wood XO/OX 1 50 x 80 1 36 x 80 0 67.0 67.0 Y 188010.12 0003-02; ODOS I-02 0003-02 SL 14 x 80 IG 67.0 67.0 N EN4104-02 wood OXO 1 108 x 80 1 36 x 80 0 67.0 67.0 Y 19M 74188010,12 00D4.02; 0007/0041-02 0004-02 SL 14 x 80 IG 67.0 67.0 N SL 36 x 80 IG 55.0 55.0 N EN4105-02 wood OXXO 1 144 x 80 1,2 36 x 80 0 55.0 55.0 Y 1905 7.9 OOOS10041-02 0005-02 SL 36 x 80 IG 65.0 55.0 N EN4121-02 wood X 0 36 x 80 1 36 x 80 0 76.0 76.0 Y 18614.6 0011-M 0001-M EN4122-02 wood XX 0 72 x 80 1,2 36 x 80 0 55.0 55.0 Y 19D5 7-9 0012-02 0002-02 EN4123-M wood XO/OX 0 50 x 80 1 36 x 80 0 67.0 67.0 Y 188010,12 0013-02 OO16I I-02 OD03-02 SL 14 x 80 IG 67.0 67.0 N EN4124-02 wood OXO 0 108 x 80 1 36 x 80 0 67.0 67.0 Y 1905 7-9;188010,12 OD14-02; 0017/0041-02 OD04-02 SL 14 x 80 IG 67.0 67.0 N SL 36 x 80 IG 55.0 55.0 N EN4125-02 wood OXXO 0 144 x 80 1.2 36 x 80 0 55.0 55.0 Y 1905 7-9 0015-02; OD1810041-02 0005-02 SL 36 x 80 IG 55.0 55.0 N EN4141-M wood X 1 36 x 80 1 36 x 80 IG 50.5 505 N 1897 7-9 0001=41-02 0001-02 EN4142-02 wood XX 1 72 x 80 1,2 36 x 80 IG 50.5 505• N 1897 7-9 00M=41-02 0002-02 EN4143-02 wood XO1DX 1 72 x 80 1 36 x 80 IG 50.5 50.5 N 1897 7-9 OOM-O ; 000OWl-02 0003-02 SL 36 x 80 IG 50.5 50.5 N EN4144-02 wood OXO 1 108 x 80 1 36 x 80 IG 505 505 N 1897 7-9 00D4-02; 0007/0041-02 0004-02 SL 36 x 80 IG 505 505 N EN4145-02 wood O)XO 1 144 x 80 1,2 1 36 x 80 IGt 50.5 ISL1 505 N 1897 7-9 000O8100W 0005V 36 x 80 I IG 1 505 50.5 N 04Mur, IG=lnsuladnp glass wttlr minimum 1B' tampered ghng tested In accordance with Metw4hde Protocols PA201, PA202 and PA203 N r v 0 0 N COP# WL-) Fume Type Coolig. Swing UO) Max. Overall Slav (lot.) Leaf# Nominal Max. Led Stra (fro-) GWag lypa' OP pat) DP pat) tmpad Apprd Rd. Ted RepW NM-210-) Aaa'y 0809 MAD -Woo lahll Ddail NOD-WL-MA) EN4161-02 wood X 0 36 x 80 1 36 x 80 IG 50.5 50.5 N 1897 7-9 0011/0041-02 0001-02 EN4162-02 wood XX 0 72 x 80 1,2 36 x 80 IG 50.5 50.5 N 1897 7-9 00/2/0041-02 0002-02 EN4163-02 wood XO/DX 0 72 x 80 1 36 x 80 IG 50.5 50.5 N I9W 7.9 0013-02; OO1G10041-02 0003-02 SL 36 x 80 1 IG 50.5 50.5 N EN4164-02 wood OXO 0 108 x 60 1 36 x 80 IG 50.5 50.5 N 1897 7-9 0014-02; 0017/0041-02 0004.02 SL 36 x 80 IG 50.5 50.5 N EN4165-02 wood O)XO 0 144 x 80 1.2 36 x 80 IG 50.5 50.5 N 1897 7-9 0MSM41-02 0005-02 SL 36 x 80 IG 50.5 50.5 N O=opaqur IGdnsuiatng plus wth minimum 1/8' tempered glazing tested In accordance with Metro -Dade Protocols PA201, PA202 and PA203 1 0 0 Y M v M 0 04 M M r F 11 Hill 0 all COP-WL-JH4100-02 WOOD -EDGE STEEL DOORS Glazed Units 1. Door arrangements using fewer panels than wha 2t Is shown in the above chart also comply under the product approvals shown. AssemblydetailsareaavailablefromtheMasoniteInternationalwebsite (www.mascnb.Com) or from the technical center. 3. Installation Instructions are available from the Masonite International webslte (www.masonIte.com) or from the technical center. 4. Actualdesignpressurerequirementforaspecificbuildingdesign6geographiclocationisdeterminedbyASCE7 (Minimum design loads for buildings andotherstructures). National, state or local bullding codes spectiy the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA202 6PA203. Johnsoff, rtdurlrNr from' IWId12if.1D02 O e OOurCdllht*p WoV>m N Reatl hyroverb fllrL civelib a'°ed, o+a.u eumuna n. Masonite International Corporation X 1' I I Opaque Inswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the -panel used does not exceed 3'0" x 6'8'. Single Door Maximum unit size • 37 x 6r Design Pressure 66.0/-66.0 Ilmllad water unlese special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Acbnl design pressure and hrlpaat resistant regidrementa for a IpK* bulift dedg and peographlc lmft Is determlow by ASCE 7 ntlorol, stab or local building codes Spa* 01 edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum Installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 0 ao oa an ao ao 00 Rush Ards Top 3-anst 36-paw New Erqlarid I1ansl Eyebrow I -panel 6-panel U00 ® n 0 0 0 Emil o M13 00 00 00 00 6y2n8I is -panel 5 panl 5-parer with caatl. Eyebrow 6-panel Eyebrow 51mal with scroll Johnsonry Fjdr SIPJFM uludwl Inm t1311t1115 mirs iry.xn , Mamh 26, 2M rrr.r•. u•ma owrr e drmabl of Prod hp— - Meemnrpamca m,d sedVold Masonite International Corporation X- Opaque Inswing Unit WOOD -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2185-1, 2, 3 Certifying Engineer and License Number. Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201 and PA203. Door panels constructed from 26-gauge 0.017' thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041' steel. Bottom end rails constructed of 0.021' steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA2016 PA203 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ar State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Johnsonn AfeExclusively from E ellflfs dpF—Ist OsxIIry over, hbmh ' rcodtnq trov+m a non fnoa.lr+man..dfuw.OWn ne prod Masonite International Corporation dW aepd to do sp wOw rmtlm COM WL-) Corrilp. tl lnp U0) Max. Overall Size (in.) Leat1 Nominal Max. loaf 8tza (Ins.) Glazing type' DP PSI) DP 1st)Ana Impact Ref. Teat Repor4' Assy Detail MAD INOVAI) Irrhfl Detail MID-WL-01A) MAD101.02 X 1 36 x 80 1 36 x 80 0 76.0 76.0 N NCTL 210-19731-3 0001-02 0001-02 MA0102-02 X 1 72 x 80 1.2 36 x 80 0 55.0 55.0 N CTLA-772W-2 0002-02 OD02-02 MAD103-02 XO/OX 1 50 x 80 1 36 x 80 0 55.0 55.0 N CTLA-772W-2 0003IO00 0041-02 0003-02 SL 14 x 80 IG 65.0 55.0 N MA0104-02 OXO 1 64 x 80 1 36 x 80 0 55.0 55.0 N CTLA-712W-2 0004I0007/0041-02 0004-02 SL 14 x 80 IG 55.0 55.0 N MA0105-02 OxXO 1 100 x 80 1,2 36 x 80 0 55.0 55.0 N CTLA-772W-2 OOOSI000810041-02 0005-02 SL 14 x 80 IG 55.0 55.0 N MAD106-02 x 1 36 x 96 1 36 x 96 0 70.0 70.0 N CTLA-772W 0001-02 OD01-02 MA0107-02 XX I 72 x 96 1.2 36 x 96 0 55.0 55.0 N CTLA-772W-1 0002.02 0002-02 MA0108-02 XO/OX 1 50 x 96 1 36 x 96 0 55.0 55.0 N CTLA-772W-1 0003/000SM41-02 0003.02 SL 14 x 96 IG 55.0 55.0 N MA0109-02 OXO 1 64 x 96 1 36 x 96 0 55.0 55.0 N CTLA-772W-1 0004O007/0041-02 0004-02 SL 14 x 96 IG 55.0 55.0 N MAO1IM OXXO 1 100 x 96 1.2 36 x 96 0 55.0 55.0 N CTLA-772W-1 0005/0014-02 0005-02 SL 14 x 80 IG 55.0 55.0 N MA0121-02 X O 36 x 80 1 36 x 80 0 76.0 76.0 N NCTL 21D•19731-3 0011-02 OD01-02 MA0122-02 xX 0 72 x 80 1.2 36 x 80 0 55.0 55.0 N CTLA-772W-2 0012-02 0002-02 MA0123-02 XO/OX 0 50 x 80 1 36 x 80 0 55.0 55.0 N CTLA-772W-2 0013=16=14-02 0003-02 SL 14 x 80 IG 55.0 55.0 N .- MA0124-021 OXO 0 64 x 80 1 36 x 80 0 55.0 55.0 N CTLA-772W-2 0014=17/0041-02 0004-02 SL 14 x 80 IG 55.0 55.0 N MA0125-02 OxxO 0 • too x 80 1,2 36 x 80 0 55.0 55.0 N C LA-772W-2 0015Ax11810041-02 0005-M SL 14 x 80 IG 55.0 55.0 N MAD126-021 X 0 36 x 96 1 36 x 98 0 70.0 70.0 N CTLA-772W 0011-02 W01-02 MA0127-02 Xx 0 72 x 96 1,2 36 x 96 0 55.0 55.0 N CTLA-772W-1 0012-02 0002-02 MA0128-02 I XO/OX 0 50 x 96 1 36 x 96 0 55.0 55.0 N CTLA-772W1 0013A)016A1041-02 0003-02 SL 14 x 96 IG 55.0 55.0 N MAD129-02 OXO 0 64 x 96 1 36 x 96 0 55.0 55.0 N CTLA-772W1 0014/0017/0041-02 0004-02 SL 14 x 98 IG 55.0 55.0 N MA0130-02 OXxO 0 100 x 96 1,2 36 x 98 0 55.0 55.0 N CTLA-772W-1 001510018/0041.02 0005-02 SL 14 x 96 IG 55.0 55.0 N O paque; IGc4nsuk*V glass with minimum 1/8' tempered glazlnp tested In accordance with Meft4We Promcals PA201, PA202 and PA203 on ICI to f" X 0 r r Y( N v 0 0 7 rt Y D N COP-WL-IVIA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing X Arrangement X0, OX, OXO SinglesArrangement1 2'0" r , COP-WL-MA0101-02 Illiami-Dade BCCO 01-1031.01 DP Ralin1. 76.0 NO 2'6" 28" 2'10" 3'0" 3'6" RILIllipleS1th) 2'8" + 1'0" Not Listed 111asonile Internationalr COP-WL-MA0103-02 Not Usted 1 Application Filed 1• Rating 60.0 Impact1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 TO" +12" 17 + 2'8" + 17 COP-WL-MA0104-02 Application Filed 60.0 NO 1'0" + 2'10" + 17 IT + 2'8" + 17 1'0" + 2'8" + 17 17 + 37 + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 Application Filed 60.0 NO 2'8" + 2V 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 Application Filed 60.0 NO 2'8" + 2'8" + 2'8" + 27 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the techrlcal center: 3. Installation Instructions are available from the Masonite International website (www.masonita.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakgraff t AR K- w' PID Di OLA ti QN'TRV DOOR/ Irrlurlv ll lnm Ii"7ruMF r+w Glvr Do.n O . L/I4/IY(Y o irAu idfdl 21, 2002 rr•wl"w Du•1117 Our WMItdMpWIMdprapualrPMvImertmAnzpaftgb ftApmaid pmdud Mesonite International Corporation dd11 VAJW to dWVs Afd rmdU m X Opaque Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Test Data Review Certdieets /3026ee7A: Reporft M7C andfXWWA- 7- o01. M2. W/r3;ap2q6"MM. 002. 00; Ri02 WC•001 oat. 603 r FT&WHwebsb. O (www.elbemko.ouom) the Morita webs0e (www.monlle.00m) or the Note: MasonMe technical carder. Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Ma*mmm unit sin . 31r x 6r Design Pressure 76.0/-76.0 Ombed water unless special threshold design Is used. Large Mlsslle Impact Resistance Hurricane protective system (shutters) is REQUIRED. Aehnt design pressure red Impact resistant requhemanb for a tWIC building design and geographic location Is determined by ASCE 7-ru lomL Oft or local building codes sinfly Me edbm required. MINIMUM ASSEMBLY DETAIL Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WI.-MA0001-02. APPROVED DOOR STYLES: 1313 ® o o ao ago go n ® as Im . 00 Rush 6yarrl Now England 1-9md Eyebrow 4-panel 9-panel Eyebrow &pared with scroll 0 Oakgraff ARTW r• n Ii<Iurlvull lr m t!le4I.ASe ENTRY DOVDOORe. rd:mwarb.}.[a7D.en Jlora 17, 1002 rwb. err Ory tl.rrrr Y Out mrsmereemonmaomeuaummmmommero.mauuo esdanad mesa Masonite International Corporation ON VANO 10 tlm01 menu room. r X OP A01 f t Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: NCTL 210-1973-1, 2, 3 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom and rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE oo To the but of my knowledge and ability the above aide -hinged exterlor door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakuaff ARWw•• - rIUCR.LASS ENTUY DOOR! N-r—W IYr*-lsrD— J= I?. 2W Our awbarp vAogm w prWW bgmvunM=kn 1planalI drdp ad PMdW dM stpa D artrYl - VA role. F-7• Tat Data Rofew CerhTGL r9026447A 0310"711; 03026447C wd 013PM&I RlpW lhltdatlon Wrix 0112fr147A- Wl' 002. 003 /.264()M1, fD2. 003; 0302ri44'!C f101. 002. 003 proulda addMnal Womntbn - MIIaDY from the ITSIWH websds liWEa trnonlthe M v aee r14ato teebrdlal ardor. al•rlw1T Iron PR6t 0if.'d/.tea. w r...r" a.m. "•or Masonite International Corporal,.. v A , Unit 10 AD ' 0001 INSWING UNIT WITH SINGLE DOOR TYPICAL HINGE ATTACHMENT TYPICAL HEADER & SIDE JAMB ATDICHMENT C x 1• BUTT HINGE RNGER,IOINTED02GAUGE) IOLN DRY WOOD / SIDE JAMB DOOR PANEL FRAME HEADER r/ I // 1 HEIGHT MINI UM) 1 19 LONG X WIRE STAPLES RNGEFWOINTED KILN DRY WOOD SIDE JAMB 1-1u•X4-Bn6• wi H 1? STOP HEIGHT MINIMUM) L (RATHE/DY WOOD SCREWS DURINGINS TALLATION SEE MINIMUM INSWALLATION DETAIL TYPICAL THRESHOLD 6 SIDE JAMB ATTACHMENT ANGER -JOINTED KILN DRY WOOD SIDE JAMB n 1/'X48/18 WITH It? STOP HEIGHT MINIMUM) HIGH PEDN BEADJUSTABLE CAP THRESHOLD(4-9/1X HEIGHT MINIMUM) 6') HEAD WOODSTCREWSExclusively from Thrdr> A 270L .. • Q+ 001+ti+of mapra0utlhaor.nr+mm..enock,u, n••l••o•.ub"" pf0 1°"gig10dO"a' ^ Masonit• International Corporation Unit MID-WL-IVIA0001-02 15n6rt' M7-1%8 ON CEENNTEE MP. Minimum Fastener Co 7; 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2* loop weals per location. Latching Hardware: SINGLE DOOR Compliance requires that GRADE 2 or better (ANSVBHMA A1562) cylinderlcal and deadlock hardware be Installed. UNITS COVERED BY COP DOCUMENT 3148, 3151 or 3165 Compliance requires that 8' GRADE 1 (ANSUBHMA Al56.16) surface bolts be installed on latch, side of active door panel — (1) at topand (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. FastenersanalyzedforthisunitIncludet8and010woodscrewsor3/16' Tapcons.. , 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thickness of1-1/4' and achievement of minimum embedment The 3/16' Tapcon single shear design values come from the ITW and ELCO Dade Countryapprovalsrespectively, each with minimum 1-1/4' embedment 3. Wood bucks by others, must be anchored property to transfer loads to the structure. dclurhd }nm I&Mh 3, 2M M 1 • our 001[K alb d pf001d [IOIOY•ller flab Id[C•Igy ` a OuUb OMn RaetlOm[eeWtodrrp tAounatlo Masonite International Corporation Vto Q j hn V 9 DD DT 3 4V D 4 r • :rl 1 .u.1 a np!Lk 00 QASS Gw maim • vo rote Law= LIST® REPORT#9606C to, • savor soft MP cm lop= ID am am d gm sm art Y fuL. . I f1 elE 00 toooa m tsmmk nNOL anon m tL ----{ gg or Ooo i. Iw4ff SHM Kti Sooty (0[i tOQ>f Wl I • a0 1 G0. ate. Uie saa Llar Q aalttegLs ram ,- o" G-awe 0, wv- V' r M0.oaL ii a gInARLa 0 . m CL Moc M F EI o aw mm rw w rs mucemm m. U " OLV 9m rOA VAOU. ua romm Tt amo ur mu w Aflr•.e-w aaao Lm sm& Dr r AIAIAat 03 + OPOW VMIX r w4maom Aw to. 3-E/rru 4 mv. cm wow swan. 4) 1 amQ ffi IIG® m =F- i,an raa,ra LLI_ LMR la avow[ YOeI'iDrLlil no rfAti -be 0.t usno onmmTM aas a s rw 02 LACES 9 emu f.InYmni .mr ID 1'bE0[ A 11:s1 i0fM1 4 1/a AAfIJC l a u..ac• JYt 00 OJ Tr.ai71 ,AL s tr w per u r y,/ o e low" DOLM CM [ R am @SMM (m WA A ar S arm Cmw OWElcm" deal smut Lf rGaOn IME JYIa 20 a W. fiALY. !m 90 ORi IiACtIlCA 7 Low MK cm Sw Lo= DtPm WL m aA OMY. Stld Y61 alaE A QSC.Io ° ,° M. now m D Om WEofoom mew 5,t G vw. SRa nMoc V= o pmm .loos w a oouetw" cz aflumt St:c VA mmew WIN ow s/wel-w 3 o ."WIM .0 t+aes,o (GOD. aumm a— ItLIRl to or cow Es OWAL 9Oe i, Im Ga 114w ' Gala A eau ` (A t^W4 MY-UPPM V=W Rr so A,6C as mIN er a+m. L ylbufld at Anal wr Dem. 7' Gw trey MS. e0 I1RL sfa<L Ilaitl Ama.@msmum wMe-: d! turn oR metlC9rtt ro M,ccm,,lat „ WCIMWQ . rt e J' 9 amww WRONC cbm rm OK Lam Us= an Rpm ot &ad IOROE GifLiN. l. 02nu 4 ff i max w11atE US= LOB: 2" PIP a -na rir. 9Ml LOd 1Einc e/!7. RiT u,os wS73 Psl. ! Psr. 3 - — 2 J B MATHEWS COMPANY P.o. Box 60810D ORLANDO. FL 32SM100 w..caw li/iJi1L1 A . wm ft.+wnwa I o . •I. aOW mov, (twl 00 ..lr! Iti.r • rvz cm== BY: ryw KM: E I[" 8 A E STRUCTURAL SOLUTIONS SUPPLY ROOF TRUSSES FLOOR JOISTS ENGINEEREDBEAMS HARDWARE TRUSS INDEX COVER SHEET P.O. Box 727, Zellwood, Florida 32798 PH 407-884-0042, Fax 407-884-0179 Truss ID's A01 C01 A02 CO2 A03 V01 A04 HJ7 A05 EJ7 This package contains 19 truss drawings Job Identification = SD1095 Builder = Corinthian Builders Building Code: FBC2004/TP12002 Location = 6TH STREET Wind Design: ASCE 7-02 Wind Speed: 120 mph County = SEMINOLE Truss Software Design: MiTek 2000 6.2 Design Method: Main Wind Force Resisting System ASCE 7-02 Roof Load: 40psf @ 1.25 Duration Floor Load: N/A psf @ 1.00 Duration With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rules 61G15-31.003 and 61G15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibility of the building designer, perANSI/TPI 1-1995 Sec. 2 and ANSI/TPI/WTCA 4 Section 2-4 A06 CJ5 MAR -0 y 2006 A07 CJ3 A08 CJ1 18243 B01 TA_Q_ B02 Ken Ehlers, PE #18243 531 S. SR 434, Ste 2005 B03 Altamonte Springs, FI 32714 At- TRW TM Typ Om t* SDIM Ao N. 2 2 lr Rr-r.-.. 1--.r 9 s-1pr ar.-rw a sr--1T, ir-ool RUM a 2aD. b 1] 20aD ulrM brwMw, R 11w Y. ab 12.1202 700E Pp t 1.1 7-0-0 12.2.14 17-411 22-s2 27a0 34-0-0 iSB O- 1 1 ( ( 1.4-0 7." 52-14 51-2 5-1-2 52-14 7." 1-a-0 1 .. m 74-0 12-2-14 17-4-0 2252 27-" 34-04 1 1 1 1 1 1 7." 5.2.14 51.2 51-2 5-2-14 7-0-0 Pbrb CvT fi08lazOLjiW-0WOL[7 2-4 112"04 130"D-30 IOACINO (per S1ACIiq 200 C9 OER h NOLb-S W RA777 fRRif 7CIL 200 P b-bvww 125 TC 002 Vw%U) 04 12 -NB 24 mm 2.WIDD TCDL 100 LMrb.lmr_ 175 BC 027 vMr1(TL) -on12 -Me to BML 00 Ry Slb by NO WB OM 4n) 021 A W. N. B= 100 Cod• FDCm0ufPI= M +b) Wry¢ 324 b LIMBER BRACING TOP CHORD 2 %. 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BCRCOpf, Cblpvy 0, F p 0,.db-d; MWFRS 9dd- wd m Lu OOL-1.33 5) Pr1.b-day Y drnM9 bw.-w.t Wc% 0/ TN.h bbwr - b. 10ap.1- dived L. kd ltmmenMti -wry by M.-bdL 7) T)i tMm nb. mAr phwwbmpwM Tocd CM M.abd 1r f..l-b dl b miry m bi4M, a)ro Pld- mwdriry mlrwdbn(by a0r.-) d t ph-.• bbrbp pbb etlb dw1573bWM)oht 28d I5A to ym)o"Q 5) o..qt Manb4x2 (20 a *7 m) Palm r b Pd9 bdk-rd bend 0 hr. TC W 210d mW 10)•rPrt-1.dlrm-rdm- d--b(.)fb bpm-bd fldw bw-gm mcww..db-4.) 279 b down wd 281 b y. 74A 132 blown wd t45Dy 9a12, 132 b dorr wd f 5brwr 11012132 DRan wd WDy 130-IZI32bdrt.d I0by 150.IZ132bd-.d 1.5by 170IZI32bda^ 145by 17- 7.,132bd-Mdi.sby 1974,132 b down wrd 145 b y 21-74,132 b down wd 1.54yr 23.74.ti 132bdor 1451byr 257.,wd235Ddanwd25. D ybrd, 27 0 m by dwd 397bdPwdt4byr 7.".eb drr 4a12ebdanr 11012Bbdw m 13al2ebm w 15012ebd m 1701Z95b t 17.74.eb 4amM 197., 0i d-d 21-7yabd-0 2} 7+,.d 95 b d7-e 25wt4b amrn 7., d 397 D d-wd yf 77-7J m bdrmd TT. at Ma d-4+-r-Maar lt p.-1em dw.o(.) Is to mp ltlrydatlwLOAD CASE(s) Sbrdwd 1) R-VAW Lwtw b -1 M FTC h -- I 25 Urmn L0. d. Um V.L tam, 3.7-40, 7-6+M, 240-20 CWCWM tllab ( p) Vw 3-ZWn 7-Mlin W-35kn 12--8(F) 5--20n 10- IFj I5-132fl 18-132(Fj 11-1$F) 18-132(F) 19-1$F) 2-13i(F) 21-132(F) 72-132(F) ZC.B(F) 24-.SM 25--4( FI 2D-OM 27- Mn 22 B( 2P- sn 30-J Ar Tn.. irlr t yp A W tOpd A02 N 2 t A. Lrtrl ahe I So.rr. a Su-f-, irwar FL ]2]p a M. L 1310015Wiry b14.1r, R it-r W of 11.12. 200a pp 1 r1J1 a-0-o 1 9-0-9 14-7-4 20412 ( 25M ( 30- 2-034-0- 0 1'1800 r1.4.0 441-0 4e-0 5.7.4 53-0 5.7. 4 4-0-0 4e-0 1.-0 m r 7JI=, .yl afire. r-o. 9." 147.4 20.412 2546-0 34-0- 0 1 1 1 1 9-" 5.7-4 55-0 S7-4 9." r1- r OOru_R4T17 ai4LH964A24L150-"" oL[7.D6- a,0- (t42-12A14 1510 .. LOAmm( pd) SPACUQ 20-0 C9 OEFL In0op) *M, L/d RATE! Glm I= Ao PMrr Yv_ 125 TC OM V.1(LL) 03D 13-M -M NO Al® 21WISO TCOL 10o L.bbw b-1.25 BC 013 V.t(1L) -05 1314 - 737 1e BCIL oo AM, fate by YES we 029 H.,(m) Ol9 9 d- d- BCOL 100 COM FBC21 W MA02 m w4 Wry[ 173 D lLaEli BRACING TOP CF10(afl 2 x. SYP Np2 Top CNOrA sht w wood • n.-AA' 0 dY-rly a•dpm mAe pwia vcq am CFCro 2 X. SYP -42 20-0= plakq (34-3 -)".7. WEBS 2 x 4sYP-b.3 mTc.. Rigid oily b-dy Nrf w 5*13 ae br.* IEACTIOM (b'o) 2-1497O444 9-147Oa-0 Mr M-2-7.(bd m 7) Mr Uw12-6700nd oa..J,.-6?QP .d 5) FORCES (D) - Mod- C-w.. rAftd .. n T.1dm TOP CHDRG 1.245E 1J-205Uta9L } 1 Z 1373 a-1}.257d1711, 40-MS15T7, sb-. AMa1s74 47-OIy1s7Q 7.n-2s7O'1711, o-v-2 t130; 49+2 Vu{Q 410-Y11 BOT CHORD 2.1-IZ.9-ASB. N 15-0B7M2R 1}u-1301t W, 12- 13-9S7M27, It-1h-0S7M27. 411_12WM WEBS }15-27trZM 415-13365 41t-=Zn 51a-.9SW. 513WA1, 413-332'A2, 7-13- 96Ma, 7-11-1413M 411-ZrY271 NDTE5 1)1A4w m-d and M bd hb- b-rn mvbM W b H. Orly, A WM ASCE 74Z 12Drp1($ -md "X b-15R TCOLa 2p*. BCCL-50pd Cd wy IL E. B; wdo.-4 M.v7RTS WbW wd aaw M-d C-C Ed•"Z7 LmOw DOL-113 ye yb OOL-1,33 Tlb hM 1.d.d- bCCbn.rrb -.,d I.- d b MWFRS b rba.v. W dF d amb0 TH.1 o pd Mbdt dlryt-db-w p9-f,CdvdMbdry wBt wry TN. t r., 6o 1 5) TI6t1rMrrrdwpl- m Ar. Taa1t rq Mrbdrtcf. a tdtbderba)b r.awx. bwW acknbu571n.dtwarl b 570 DtdOrldr.t 7) (byd)r.)dttbbbMM-Ypy-op A-drOv DWM (1. TC ISADyVl pt-2wd 7) Dwdp1 _arr 4Q (0r m1 A-am) P- l. r oa tbri0 brdt-b0. b-dw.d b hr. TC w12100 r.h LOIIDCASEM S nd d KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - ( 407) 290-2799 3/9/2006 Ar T;Z Iru. Tp. ory Pt7 SOtO{a AO NV 2 1 S.rc.J 6s... {'-A.MN Sd,`m.. FL 327w { 20D • L 13i00{ .1. b...Y.. M. Tf. Yr w 12 1707'we P41 5." 11.0.0 174.0 23-8-0 1 29-2-0 1 1 1 5-0-0 5-6.0 64-0 6-.-0 56-0 S." 11-0 56.0 11-04 174-0 2341-0 29-2-0 i i i ice, 56-0 56-0 64.0 64-0 56-0 56-0 RA.1. at..n L y): Now. o.24 0-&4.0- LOAONo (pd) 4ACUl0 20-0 CSI OFA b (bc) Vd.S LA1 PLATES (i6P TaL 20o fYs .o fa TC 043 V.r311) Oa 99D N1J >O M02D N9'190 TCCL 100 l7n1. t•va Ia 6C 033 V.d(R) -045151. -OIO 1m B= oo Rw SO be YES NIB 09 H-M) 0.16 3 W. rd. BCDL t00 Om%FBC2MknT n02 AS.ti) W.yt 17Se Lumsm BRACNO TOP CFK= 2x.SYPNo2 TOP CORD St Mr.l.Wdeebp bra1r/ ypWa3,"¢pAMWCW BOT C1ORO 2 x. SYP No 2 200 ¢ p,&. (3M no.F .A WEBS 2x. SYPN.3 BOT CHOW Rod cWV d`.yy Woo. 546-12¢tr.oYq REACTIONS MWm) A1467040, M1467040 M. tbA2-7.owd - 7) M. LVW-64(bW 6L 3-5.6(b.d m 7) FORCES Lb)-M.&-CmM.. *W dr.m T.,a. TOP CORD 1-2901, 2Y2NY1.54 317-N7d1257, .•17-23M273..6-256V13gM5P255d13K F15-2>sV127J 7-IPN7N1257, 76-211UY.SS, •r-091BOi OIORLD 2.13-12032aa7, 1Si5-1a.Ya17, 1415-1 7, 13N-07ldlz 121J-607rn4Z I1-12-07M4Z 1011-12DYA7, WIG-1RY 7 WEBS 319. 6=, 31.-.QW= 41.-7WMDL 413-211/51, 51J-.V2-M4, 61A21NSt51, IW-WSR 7-10.0121 ROTES 1) LRd. I dand M b.% I— I— m.ld..d br eb d..lgrl nC 2) VArd ASCE7-CZ120n"(3wm./grmk h•19L TCd..W.SCLC DW. CaWy U. Eo 8; wxbm4 MWFRS grey nd 7 d C E..b(2) - Lure. DOL-1 M Rip grip OOL-133 T is. Y &WWW b CC b nr.re...d bnA .d b MWFTS b r.r-.p. w8d3.d 3)Ra4f .fwma 1 bPM...1. P"" Thb.1s., b..• ds Wrd b. 100 pd bd dvd M bd Mpry.0. 1.. bds 5)TH. -r.. 1w Pk t b1rG.db p. ti Tone Cbv.Alrtrm. W.- 1. den b*.1ty erne.l¢.rlpt. 6) P.Nd. rwdr{p. m.=(bydh..l de bb.WV p1p r.srdA.dwb.ar3q54buV0.pW2.d54bS.pWL 7) ON9n.en.t1( 0 crl.isln) p.Y.. ¢ rO.d•9.4TA1.d bed..d 0 Vu TC W 2•Iod ndL LOAD CAgrn SWdsd At• nu. Trtw T, 01/ PF iD1006 Ad 11. 2 1 Jo.RM..c-L _ I... S.b.., FL ] 27w { M. A. 132005 WT.{FY.bs. bC Tlu W0312.12072 f•q1 r14A 6-6-0 13-0-0 174.0 21-0-0 20-2-0 344-0 1 1 ) I 1- 4-0 6- 0-0 "-0 4-4-0 4-4-0.-0 6-6-0 "-0 1i-0 66-0 13-0- 0 21-0-020-2-0 34-" i 1 1 1 0 "-0 &&0 5-" G." Pb Ot7sb _).9+-0, P1.13L[69+-0P7-1 LOADING(pd) SPACNO Z" C11 DER b (ice) IM.3 Lid RATFA fi! TCL 90 R1.s h- 125 TC O50 V"U) 0 22 11-13 -M 210 AM N9F190 TCCL 100 Lure. b- 1a 6c 062 V.I(R) 0 51 11-13 .310 13D BOLL oo Rw S. bo YES V7B cooHwan) 013 3 N. d. 9= too Oo FTIC2VOY1P1902 PWW W.jFt 174e WmmR BRIAG7.0 TOP CHORD 2 x. SYP W 2 TOP CHORD Sh.d wood d..lip bsfy.PPF.d . 3-.4 ¢ prYs .tfp DOT CHORD 2x. SYPN. 2 200¢p ra=(41d.npN WEBS 2x. SYP N. 3 BOT CHORD Rod O d. Jy sp.E. SM¢ br.pp REACTIONS Cbm .) 2.143704A 0141P.040 M.r Hb22-74( bd 7) M.r LWdU.-64Wbd 61 H 610NW 7) FORMS Pb) • M.*- Cmv.. kr AbA n T..b• TCPCHORD 1-2.21, 2,-29SVuaq 313-2707113B Fle-2201707, {6-20WIIBS, SPb8YIII& 3•t7-2270rt 7, 7•I7.-2S0N tam 74-296V1.%FR071 BOT CHORD 2-15- 12OS2M, 141S-12D 954, 13u-170.Y1S51, 12.13-SUM34 11-12-SMIA 1Ptt-12DWS51, 3.10-1205101 WEDS 3-15-W= 3.13.6oR37, 113-155327, 5-13-779114 5-11-VY119, 611-155W. 7.11-659.37, 7.1PL'm NOTES 1) Ll"-.d rod M bb h-.b m1b0 WbeY d.Wl 2)1Vbd.ASCE70Z1arV+(3>• m•d OMXh-151LTCLOW.BmQOpltcm. sYq EWB,. k..d WiFFSOIMn07 nd CL Ea WM70.,Lure.DCL 133p.. grip DOL.133 TSBbe Yd..awd br CC br rr. bm tr "br MWFRS b . rwc$ Hp.26.d 3)R.Aft.d. Wft QA4 b.r t rm& TN..up reb..•d.) grrdb. 100. d r .q c31.M bda hMY.drlpltft 6)77beerglw -Mfbdkp.mckn prmhd Yd-bPAYwv.e b"51al. awkft Rwb rr. d2.d 54 bLpS.pd 3. bb.Aap...ftM da0mridn(3y bb...3cdW. TC 2-a•yLS.Idd 4, ) pA)d.trte7) 0's10 Hmrre.X1(5. p4n.5n) puY.. ¢ s.d•V bdrid b9..d b eiw TC -r 2-10d rr6 LOAD CHSEM S.rd. d KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/9/2006 s.. rn.. rn r,1+ 017 r SD10t5 Ad 11V 7 1 Jt1 ShcW Sdim.m { St.d/. Z1.ao{. R ]71.. am. M 131] 3W6 Y114 hdm.b. R Tlm V•!M 12.17 W 200t ftiQ 1 1 •M-0 7a-0 15-0-0 19a-0 1 27.2-0 3{d0 M-0. 14.0 7a-0 74-0 4a-0 7a-0 7a-0 1•4-0 n 74-0 15" 19a0 27-2-0 34a-0 1 1 I 1 74-0 74-0 4a-0 74-0 7a-0 P1.r ati _[IM-00, l0j-p06..a241)so+0.a+-13(G OOJOJ LOAONO L10 9ApN O 2." P9 OER In(bc) 1Md W RATES lit TCLL 200 PId b1. 123 TC 062 V.+(ll) 022 12 >QN NO OW N9100 TIDL tOD Lurb. hvs f25 BC 067 V.r+L) -04 12-1{ W10 19D BQL 00 N45tt1tm kv YES VYB 075 471M) 013 7 1V. N{ BCA too Las.F8Cm0uTPTA02 M-1.) wdot+nb IBItSFR BRACNNO TOP CHORD 2)({SYP Nut TOP CHORD SN1,rl W-o 1..ft dvy d.31-U-Prrg.op SOT C OFM 2 X. SYP No 2 2-00 m pub1. (441 11ma7 M WEBS 21({SYP Nb3 am CHAR RW cW9 dlcty -POW . 5.74. bddp WEBS IRA...Ws 317, aft REACTIONS Mdrs) 2•UG040.7. 1.07-0-.-0 I.b. Nb72-7{(b.d u 7) Y.i UOM2+848(h.d m 9L 7-6"bd s 7) FORCES (b)-M.*-Carv-krd M{ T-bd TOP CHWO 1-2031, 2-15.2 nQ3. 313-274YUK 3.-210&115M46-18SWI141. 58-210N1130, 0-10-2747MSS, 1-1P29171Y3 74O31 DOT C/Qm 21.-1109•!= 131A-119tr2", 12.13-tl OW. 11.12-707/1L0, l(W-11MM4, 010-11VQSM, 7A11822 @ WEBS 314-W33., 312-al7f D, 4+2-14W4l, 411-t 1i91, 5-11-1494ft 0-1 •01 VSb, 64-W 3 NOTES t)U-b d1.d tw bd lw.b -ld..d br th d.ip. 2) Whd ASCE 742 120," r,-M gA X R•151% TCDLM 2pq MM-50p.0 Cd.2.y t Eo 0..do..4 MWFR19d4.d an.id CC E4.k,(2).ra Ln DOL•I MOt pb DOL•137. TN.h bd.WW d b CC b n-b...10 b1-a b MWFFSbr..ct.r bd TN.hmN bit d.ji1dbr.f00 pd bo0.n dod bv bd dnmon.t wYt.ry cow M bd. 5) TM. he-*A-Pd. FRP. M to Tram C71.t Maw v ph t1.. 1s dblmn b Omit, t.tv.e Ytpo7ot B)Pdvb.-dwklm•mdm(bydr-)dF bb-1 pF .W&WdvAbd.et954byd0d)*d2.td S4tbq*ft0)dt17. 7)D.Wrm 44(td.+."m) Pelm d oc 1pddtp kae d.ft rdb-TC d?iW-IL LOAD CASEM St d.d Ar I;Z - Tv I- Ory PO WIM AO{ N P 2 1 lyb.l t.ucFd SdMl.m {!.{V,. Z.-C R 32T{ { AO. AI1] 70m WT.. Fdm.1.,1rt Rb Y.091212032005 Pq t r1-4-0 5a4 11a-0 17-0-0 1?-S-0 23•4-0 294)-0 34-M 6-0 1 1 1 I 14-0 5b-0 Sa-0 5-" Oa-0 5-" Sa-0 S." 1J-0 n 1 Y 0 17a-0 2E-00 34-&0 _ I i Bb0 Ba-0 BbG B-B-0 P11A. Offal. 13o400aai.P+1(uo.-0.00d lDAg7O (pd) S AOIO 200 C9 OER h (bc) 1V.1 W RATES Clap TCLL 2)0 P1b. Fos 125 TC OU Vw%U) 023 +2 HM N0 M® N9190 TCOL too L-tb Fos 125 BC OBB V"nj .4112.13 v0]0 M BQL 00 R.p SF.o Yo YES WB On 1tr(TL) Ot7 1V. tV. BWL 10o Ce FB(RPrW2 O.".W W.V. 171b U7]®2 BRACNNO TOP CFKXM 2%{SYPNut TOP CHORD Sherdvor 1dftqd.*R'p.d.3"6 pal+ BOT CHORD 2%{SYP Not DOT CHDO foode"&,q*W 545a bddV WEBS 2%.SYPN73 FMACTION 5 Mdo) 2• 49M -0. 11-I467.W-0 Mn H=2-74(b00 7) Mb LOW-6.0(bd s 4 6s-6.8(bd s 7) FORCES (b) - M.*- mn T.d.m TOP C7OTO 1.20]I, 2 A2D77/ISM 31w2B1u151, 41.a ry.11, ad 1®'10, SAIBSY109E, b1Y'N11, 7.1}7ENN 1, 7AZW71135A 0#O71 am C7ORD 2-n-inw2m I?tA9$Q104 11.12-WBSQ1Bt, 1PI1-95qlBt, Lto--imVAi52 WEBS 313-326 Ol. 413-12o49L 412-41XJU L IW-49&AU 610-IMA95 7-10.•325=, 5-12-51711010 NOTES 1) Ubd.. W 1od t . bd h-b.i -Wdw.d b by d.dp. 2) V/hd ASCE 7-0; IMnVh (3n %dU M15R TCDL•{ bC. WCLLOOF4 Cd09-Y R Eo B. wxko t MWFRS 9dy..1d mm.d C4 Ed.b1(A too, Lt DOL-1 3] Oft "DOL-1,a TNh N 1. d.d- I. CC I. -r b...d f a vd Fr WWFTO b 1..>P. Wp.m.d 3)TNh hefdb ftdgr db. to 0 pdb dod b. bd wmon.d Abmyd M.b. TN. ho mm* P.b he *mw tm Toot Cbrt Md1b0 v/r.1 tft hm. b do1.t b mdi'.7v.e h.J•n 5)P1plr nmdt. ip.l oP b1(Ey dlraldns.bb..Ypd.betpdb drbld.d1p 518b1{ift A0W2.d5Ub v0A)ddl LOAD CASE(S) St.I .d KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/9/2006 rn.. r10 1yw 01r rry SD1p. M) C01111D11 2 t Adr R.1.m C•M• Shd S••.v. A 5111ry, Zri.r•.. R>27r 200. L 17 2006 u11.• YY..Ir. R TI. Vt a tT.12M 2W. R'41 1-4a SAS 114-11 174-0 1 23-1-5 25.10.11 I 3441-0 1 1 1 t1-4-0 SAS SOS SOS 541S SA-S SAS 1-4.0 fi7 641-0 174.0 26-0.0 34a-0 1 1 1 6-0-0 66-0 S." 6-0-0 Ptr. art.r•()(3o+a.OJOt[70+0.030j,-(130+O.OJOj L.OADING(pd) 51ACINO 200 CS1 DER h 0.c) W.I - HATES GRP TOLL Do Ph" has 121 Tc 0.s V.(LL) 023 12 .OBI 2t0 WW 249100 TOOL 100 Lunt!has 125 SC OSE V.(TL) 0.712-13 AM iD 6CLL 00 Rr SIO Yv YES w6 069 Np7(TL) a 1 5 O d. n1. BCOL 100 Cbb F6L MRWD02 M•Id) wwQP- 171 b Llll®T BRACING TOP COD 2 X. S'P Nat TOPCHORD Sh>drr,-W d1.W9 dm*.dbd.362mpL.*. BOT CORD 2 X. SYP Nat BOT CHORD Ryd t.rq dl•dy ttppW w SO4 w bdq WEBS 2X. S'PNu3 REACTIONS ONtM) 2.1.5M". 41,14570" Mw H-2-7.(bd m 7) M.t I.bEB2•6y'bd m 4 &-51 (ba m 7) FORCES (D) • M.hn.n CwWwM tI ad- Tr1ra1 TOP COD 1-2-001Y , 220LN1552.31..20WI307..14-25m1NW.46a11WIGK 5PISSWID05,&15s25051N1.,7-15-29WIW. 74-29We I5521L71DOT CORD 2-13-1257r2= 12-17•ASV215., 11-12.11512184, W-I1-05U21w. F10-12070060 WESS 3.13 33Y , 413s1441507, 412.4521 80, 5.12-9utO2t 612.O57/ M 6-10. 1"507, 7.10• NOTES 1) U*t-itodMbbhi- o.r1wmboWIvKd.. 2) Whd ASCE 7-02 1Dltdt (3-- gin w5t TCOL.. W. WM-50pt Cr+.Oay t Ev B. atWM MWRLS ptl..W m1. trd CC E1db(21- L-br DOL.1.33 phft grip OOL.1,31 T?ft ho fa d.rp.d b GO b mrtb• rd bna rd b MWFR9 b rda. to.m.d 3) TN2 tte Ir ow1 dt/gr1tl b • 100 pd 0dx.n dvd M Io.d romonrd 1O1.ry a51. M totda nd.ho nalr•plb 11LO.da1 w I. TOOD Cwd Mr1Pd. K ho Is drum b p.ItyI- hta.aat 5) Ro+ b n.d iry wr.alP+ (Iydl1••) d ho b d••'V dW d.111wr.iq 5.5 D t r jdd 2.d SY b tdtll r jdN l LOAOCASE(S) SD.1Wd 1yA op ap 501dM AO/ OALLE 1 1 J.. Br1r.c. t S-I dSyrN.2rb•,R 321" R.W01112120421Xr P41 F14d SAS tidtl 17.4-0 23-1-5 25-10-11 1 344.0 1 ) 1 I 1.40 SA- 5 SAS SAS 5-0S 5-0s SAS t-0 B•B-0 1744 2b-" 34-" 1 i 1 B6-0 66- 0 66-0 6-0-0 PHI. OR-(DXLYk: P044.-MLPosa.o ollr l.l soogo"1 &"1 LOADING IW) 6. No 204) 0.9 OERL In Ox) MIT Lid RIDES ORa TCLL DO FYO 1- 125 7C 031 vr(LL) 001 0 dr tD Mm Ngr100 TCL 100 Lunt. has 125 Bc 01. V.I(TL) 002 S 12D B= 00 P. P Slo by NO VAT 035 IbrM) 001 5 N. V. . t SCOL 100mb FBC2M4RPI2302 Mrt50 Weight 2A5b LUMBER BRACING TOP COD 2 X. SW Not TOP CHORD S1tle rd -3d rrfip dhldry rp.E a l00 m polo BOT CHORD 2 A SYP NP2 DDT CHORD Rya V d Ay WWW a S" wWEEPSa.d'4 WEEPS 2X4SYPNo3 Of1ETLS 2X4S'PNo. 3 REACTIONS M* .) 2K111/! 1-W, 21 IB 1,O. 10•A7f11 0. 1361N11a0. 409180, 21M001.10, 7Z+.fA.IO. tp31I11-{O. 25MN11 0. T1a1Y,M-l0, Z7.107l1F00, t(W001d0. ilrOylO, 15*IVl1- l0. 14.340I,4Q 12MM•a0, 11.13364A 10.107A144 8031W7 " Mla Ibc2-7.( b.d m 7) My LlpW-227( 1-1 m SL 24•laba m SL 111-2411(ba m 41 13+33(ba m 7L 27N(ba m R 10-4(ba f 7L 4-241(ba m 7) Mta 0.2. 312jbO is In 2165xb.d s ICL 10W70o•d t>+ I), 13 `t 83(b.d aw 111 26m(ba m 4 21.791bd to 4 2i.83b•a m 21 23oWbtl m 2). I(bd is A 2"7(b•d m a27.1.7Lbd m 21 16•A(bd s 2L 16-79((h d e 21 15-bd m 23, I..SQbd m A. 12-8I(bd aw ZA 11C7(bod A IaN$bd aw 2L 4-313b.dH 11) FORS (D) • M. h..n Oa1pwI.NA.rrt.m T.tra1 TOP CORD 1- 2-OrA 2-3-ZWIM 33D-4p05, Ka. WIS,.6..W130 Se> WI35. W-7216, 761-17A6, 74-ZMIM DOT CORD 2Zt- 4Y'51 2h27•A'151 25.25.Wln 2'.d• W151 23-29>•3N7, 2b23-YN7, 21.75 M47, 2D21-YN7, 1 2H.YN7, 1 10.3N7, 17-Np-Y1.7, W17-31,17, iS1PYN7, WISP YN7, 131 -YI47. 12f3 ITR51 11-12-171151 IW I-ITA5a 10_171153 WEB! 3-2- VY3114, 424d7N250, 411-12Y274, 5.10 350'N., 610-12S204, 613"T7 r% 7.17i7Id'.>s. MOTES 1) I, MWcd tool M b.d• 11.w Owl opldlb.d b K drkry 2) Vft d ASCE 7d$ 120my1(3.tmd p.IL I ISC Tm.. W. BCOLQQt Cry t E1p &. bm-d: L WRS pol..d ar.1d CC EOPVMI Lure.D0.. 1.9O1 py D0.•Ia Tlbh Yd.dpWbub1twtE.•.1dta .1dbr MWFW bt.dp.lprll•d 3) Tltodrlgr.dt.. Idkb hl.dr.dMho Pdy Fa db ago..dblMld(r1m11d bf. baL .•. MRr151.d.d O.a. End O.br e .ty ofw Oftbd• TN• le- bwiEdt.y.ab. 100 pd EPean OWd M L1v1pa1n.t.d Ire 51Al t...•- Dt. MOD aiM PfrM. Ed.W d Q It"ha r.** nO bhta.dal W tOTPODCW L4WKdrmfi. mbdn ixgmky .t I b1 7) 0rA.l.adr.. mnr.nv I1e0an dW ta.iq 5) G.I4 Gd• gmmd r 206 oc 0)VnMftmdwvftWawacftn(Wcd= dItobbml HAr•=p*bdv0 K*p 227blprarON2,3256LOMrOd 24,240Dwm0o. Ilk323 b tpl5 r jdd t3, . b 1FL5 r jdd 27,. b Nd5 rjOb110.d 2.1 D M[5 r jd•l III, D-W pkft v d+n ntp I Up. V I-b turlo..ID 1nw dlpd r ja1+l•) l 1114D CASES) Su1d.d KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) 290-2799 3/9/2006 Op l SO1085 D1 H. 2 1 2.. RMww--_1 fit e..b. S,-.7.2..0., FL ]?1A A0. L 1] 20DS W r V M...a, R Du W D• 12 12m 200E -T 1 tom-0I 74-0 11.1-0 15-1-0 I 23-4-0 124-" 1 1 14-0 7-0-0 4L-0 4." 7-0-0 14-0 74-0 114l-0 16.4.0 1 234-0 1 I 7-0-0 4-5-0 4-" 74)-0 Pr. Else _t'co+ 01aLgoE4 Nl(Soe-.,GNL11lO+;P1 pO40.oao) LDADIND Ipd) SPACING 200 C57 b 0OE7L (ID) L%d Lid PIATE (:NR 1. 2) 0 pbr. b- + 25 TC O ee 11-19u O 25 -929 - 219'+00 TCDL 100 Lurtb. baa +25 NO Des vw%n) -000 10 15M ISO am 00 R St.. ba NO we 021 H.4n) 015 s 1" W. eCOL +00 d. FBlT42W2 oCAMaEOW60. 103 b L171®l BRACING TOP CHORD 2 )(. SYP No 2 TOP CHORD Stuw* „ W Ia-d V dndty R{Md v 27-12 m pvbR cc.P1 BOT CHORD 2 X SYP NO2 200 m pjd m (2f1 rrrn7 3E WEBS 21(. SYP N.3 BDT CHORD Rpd ciq bevy 1p.d a 4413 m b-ap PmACNON s ( biro) m+9750aa, 8 19MO" M. M- 2-e7(dd ra. 5) M. Lt 2-1070(bW m n 0--1070(I.d aw e) FORCES (b)) - M.d- C w.. k M4 - T.,.b1 TOP CHORD 1-2-=. 211-41mAB., 3-11-3N=75, a12-42N7rau 12- 13.7171tl 3, 413-34110 17, &I-I3 MI7, WIS 4J1712315, 5-1Y4NIZIM14 5-18-39O 17A b1e-4107MIN. 7 71 SOT CNIORD 2t0-10V,b7, 10.17-1eN913, 17-18-13MCO13, 0 IP11IMW13, 0-19-17CYA1Z 192)-17 WI3L 111-20-ITIOWIA bE-17E'35137 WEBS 210-®' 712. 31-SIMS.44-iT7757). ""7147e. 5E-40712 NOTE 1) Lw*.. land Pw Lab1 - ENO, mrrb.-d b.tb d Jr 2) VJbd ASCE 74Z I=nvh (3-w-I ydk 1a ISMTOCL-. W. BCOLCSOpd; C•b0ay ItEar M .,do.d L WARIS 9.H- rd m L7bb. Od-133 d.r pb DOL-1,33 3) P- z -d-0.b a-rr.q. b PIt -r -.A un TN. t1,- b- d-W bb-100pd OdSindadMbed rv..... .d-T .ry da I - bads 5)TN.tun real. pre brayer p.NTooc C...L..bal- ti.bebde.,bQAft-a.ra brp-c.Pl n RWd. r .dir*W o0nOm (by dta-) d 1- r fy1 0-cwr1. d w1,- 0 1070 b rpM r )*v 2.d t070 b,pdt r 0.l Dnlyyt--4# (tr a1.R. CP,) p,fb1. a m.p-aq bdrWd bt.rd b 1,-TC w 210d r,VY S) Nrp(q a of. aoaadb, .)"a pm .ded.- b a -pal mnprfrM bdl.) 278 b d - NOW 264 b w d 740.132 b d2 .tl HS bupr 9012132 b do. l W US bupr 11-0.12132 b m,n rd HSIt, up r 12-34. rd 132 b dow,rd 143 b yr 14-34,.d 235 b do d2e.b,.r IE40mtadadrd3Wbm...d He bupr 7-00.175bd-. 90•IZG511, ur+1012•tabd-. 12a-.,rd 1e 6d III 1.a4,.d39rbe mid wbwr 1sa4mwm„dan TlydsdWVmd ofwchc ,.w,dm &)late ,malyd dMa n b N LOAD CASE( S).- dtat Iom.ppb-d b N b d N tun.- r,pbd n Iar. (F) a brA (B1 LOAD CASEM Sl rd.a 1) R.PA•r. L7 1- 1 M Rr h -I a LIYbm Lab (p1) v.T i- eft 36-M 5.7-M 2E-M Cawr-bd LM& (b) V. 3- ZWF) 5-MW)10- 339M 9-3ee¢P) 12-IMM I3-132(Fl u-132(n 15-133Fl I?-Rn 1w2(9 m+gFl Ar N.. ir,N iy. ory vp solve wr 2 1 sbc..lS- tl &SW.b. Zd , FL 327w 700. A-u 20m Mrr L..tlr. be r1.N..a1z.1:m 2m P.0.1 1-4-04-0-0 9- 0-0 14a-0 +e-10.0 I 23a-0 I2441-0, 1 I 1 I 1-4.04-0-0 ILO 5.4-0 4.6-0 4L-0 1-0 rD 9-0-0 144-0 234- 0 i I 94).0 5.4-0 9-0- 0 Tl-Om I. O4-0G1-13L(5064. 0-201 LOAOINO(p.f) pACINO 200 O9 b ( b.2 c) LVLAf RATEWI L 2)0 Fb. bad- 125 TC OaFOEFLVrt(LL) -0 1. M >B 2.011V® 2 WI90 T<a 100 Lurb. 1- 125 BCO.Vrt( n) 033 74 -70- 1S0 9CLL 00RrtStn.ba YE IND 013NbdiL) OOe 7 d. rd. BCOL 1000 O d. FBC210YTPt3= 0•+Gb) WIpc 11011, LO BER (SPACING TOP CHORD 2)(. SYP Nat TOP CHORD Sb0- I -d I"' drdy.POWa4412m P.11 rap SOT CHORD 2 x. SYP No 2.mm pab. (54E-a 44 WEBS 2 %A SYP N13 SOT CHORD R91d atq d1.Jy a*W a 7L0 m br-aq REACTIONS (b'.b.) A10100•M, 7.1010W0 M. H_2-GXb d - 7) M. LWt2- 29(WW-n 7..2a o. d-7) FORCES (b) - Mrirt.n Cww=A NMmkr Tw kn TOPCHORD 1.2 Or31, 23-175LI1S, 212-1. m731,.-12-1370R.0.40-1317/Ht, 51]-1370741, b13-tAM 31, 67-175N14 7i-001 SOT CHORD2.11-70MSK tu11-45IWu17. 9,10- SWI317. 7-0-MM5,e VVERS 311.2511M 411.ZV= 5-11-+27tin Saar= 6E-2elnee NOTES 1) Lftd-W rod M Lad Iry lan m kV dbH. beb. 2)Wbd ASCE 74Z Iakrvh(N-d W9X h-15M TC¢a 2pd; MM-5 W Cowy 4 Ep EL-*nd MWFR3 PW d-IIdOC Ea.WMa Lobr DOL 1,33 plr.pb DCL-133 TN.tun I.d-drW b CC b mrrc...d Ltn. arid b MWFRS b r.cOc-r.d'rd 3) Pt -d.pub a I„qbV.. r..rr pa,bp Thb bh. bw, d-rd b. 100 -d boron dvd M Lad rawanrV,.Oi rry d7. M b un 5)TN- bm r.o1n pbn 17m-SmW N Toll, C-Il 164* f wrt H. b+n 1s don b Vey ergo b,>o-ce. B)P1wlb,r.driraleb bl Nl'dlr.)dbunbb.rbp p. .-iftdvd-.h .7DbupDl l)obl2rd.7Dbuptlrj>t-7. 710..4T an.Q IeI-r4yIP0 pudlm r m aaaq baSrra6 Yr.,-0 b tu. iC w 210d nJ. LOAD CASE(S) Saga KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32714 - (407) ZUU-2799 :J/V/ZUUb rrl..rnrrNr• PlNmMV21ArR 11•.p7 Z..-r4 FL 327.. .100 • L 1] I003 W fr b..lrl., bC R. W a 12'12p 200F P. 1 11•0-0 112a-01 17.10-0 ) 23-4-0 12A-0-0, 14-0 ".0 "_0 1-4-0 5.64 sea IJ-0 m 5e-0 11-0-0 17-10-0 1 23-+-0112.4-01 sa-0 Sao 1-40 5-8-0 5e-0 Rrt oKe . J) LOAONo (p. TQL 200 9AGNo 2," R.l...vs 1D C9IpTCOIl2.13-VOD2.0M020TCOLtooU be) UM Lid PlA7F GR/ 1 a BC 0 372.13 M IOscu00P. Ste Yv YES WS o35 7 d. d. BCCL I. Ce Fn®a7rR2m2 M WN W.yc 113e LU'oER TRtACIM TOP CHORD 2x4SYPNo2 TOP CHORD SWU.MW-Wr..rr 0A.cty.COW rA+11ocP.t..0 BOT CHORD 2 x A SW N4 Zoe ai - PA- (5.7J _r -.S. WEBS 2 x A SYP P 3 am C).lCmD Rya ciq ARfy "w r 7-7-14 oc h.dO E.otp[ 100e.b...h 1012 FWACTFON5 (b'd.) 2.10100e4 7-IOU D.o Mr H-2-aKb d - 7) Me llptat2-A2abtd -al 7-•.2aba -7) FORCES (b) • K4.*,- fmpeb./.1.krun TAW - TOP CNGr07 1.7W71, A'!<ImlArt, }1As1275i5.' 4Lt>V 175Y7m, Alf IE 70Q S15 tEU7W, 13+1275A>, 67 Im141, 7tM1 BCT CHOR O 2•t3-<7D15Y1, 12-13-M1591. 11-12-3MI125. ID-11 37VI125. lo-ar SSI, 7•aa72715n WEBS }13*'D0 }12+e677.>a .12-dAS, 5-10- G-ID- 77EL 68OZO NOTES 1) lAp.botd andM b.dIwprdd.1 bKd.eJOt2) Wbd AS) 74Z tarp)(L 11-19C Trn.+ W. Opt. Sip 4.1d M d u is dw r C C for t lb RS lor-A. Ed.b(2) >oa lurM Dd•t Il ye t7b OOL-1.Il 77b.te Y a.rrora b CC tr rrWrD.. rnO lrc...d b MWFTS tr br..p.dS.d133Ift M Ro•b..derr d.i - b P.r...r. prrA'F 1 TH..ur b b. d••17•d tr.100pdbe dyade.b.drvmwr.d,ilh"eD.MbdL 5) T1d..V.a r..r- yr..tr.dAal f dr Toal Car. Mrtrd.e.r K to 1. dr b Qmft .ay.e Yl.dlr• 5) Prwb rt.drr/ ovrbon (b7 tn.t) d.e b •-•V yr. cryrl. d.Sr r1Ap 425 a WO r )eY.2.d AD D KG5 r pFA 7. r1.x..r1) P_ r _ q.- rp Ddorta, &ltd b w TC.F 2-101 rrb LOAD CASE(S) S..d.d Aw riu. rna. r7w Dry vq 5D10.6 Cel OMLE I 1 J•. R•Nr.v 1 5. 5rr.. A 5..*. Ze..OK FL 327M a m • L 1] ]005 Ylfr b4.lr. R il.r W a m,m 200F P. 1 1-4-0 584 __-- 1 J-0 5-B•D m 5-" s-" Rp C17..b _noJoJooa1(c000.Do4n 140 a,_ LOACIND (r.A SPACING 2-" C9 OEFL 11 lbcl 1% L/d PLATES cRt TQL 2DO phY h- 1D TC 017 V.%u) D. 1 M 120 hm 2.VIG0 TGLL 10o Lrre. k- 125 OC 0t0 v.t(TL) a 1 M to BCU oa P7 s. lrtr YES WB ... H.*M) om rd. d. 11CoL too Cb b FBC30 um=2 M.ra) VV4Vc a D W3ER DRACINO TOP PGfm 2 x. SYP No 2 TOP CHDRD sn...r.om r+w+o a.ar •Np.a o sso s P.rr v.ra...d. DOT CHORD 2 x. Srp Noe BOT CHORD Rya m&V d• 7.p..d. 1000 oc tars WEBS 2x. SYPNo3 OT/ M 2x. SYP Nei REACTIONS Wd .) 5-3t7S*A 21n.754K *MV$ 0 Mm H-2"lgb.d m Q mm (p255+25(b.d n.. El. 2-13(bd m. Q 0--1 bd - 6) FORCES (D)-M.hr..nO p.nbrNbW-T.Wm TOP CHOR D t•2.mrx 2w1.w3, 3+-ass se-2Suo BDT CHDRO 2e-00, 5ebO WEDS 3e-195277 NOTES 1) Wlnd ASCE 7eZ IMl o (}ro.d Wrk "lStt TCDL-A 20C, KM-&Opd, CrgrY g Eq TR .rldord; I.WFR5 g" rd w rW CC E•tdor(A as pdiYR"-t Lure. CCL-1,33 yr. vb DOL-IM T7bD Yd••o d tr C.0 tr n.ne.. trd k,- rd f. MWFR5b i5.daltarW 2)T- dyprd b..d I..d b ft pl.l. d.r.le only F.ad. .p-Wb.kd(nerrrr b Mb.l a AVTrnrr .ATOr.. End D-r 3) TN . be 1r...1 d•)7r•d b. 100 pr trrmn dod M Io•d rmplen..-M rn/ aIr M bth Tli De r.Fti Plr. .dm D• M TmD Crr. MMrm.err K ne Y den tr a.eY r.c...ptoFr• sG"ft rsw%.Pra.r.t Ord .tear200ae7)Raldtrr. di..rJcrr latMdtrn)dthebter.py.YrprA.dwlr.tAlO25erpelrley+5,13@a.pnrk++2.dlIlal,dAr pre LOAOULSE( 5) St d.d KEN EHLERS PE 18243 - 531 S. S.R. 434 SUITE 2005 - ALTAMONTE SPRINGS,FL 32114 - (401) ZUU-2199 3/V/ZUUb A+a 7ru. 7.+w- 1 - ory nr S0+005 CO2 Yo.01111711 A 1 p R.rwc+L 6IKW SaaA'w. a Sari. 2 t-aN. a um a AO- L t] Ap6 Ylir. U wal., K I1at ttw m 1t120a loom Pap 1 1-4-0 5-0-0 1•4-0 m a Lii I 5-0-0 Sa-0 LOADING 0.0 NG 2" C9 DER in VM LAI HATE5 Ofas TOLL AO Mara aas 725 Tc 0.5 VwA'LL) 015 24 -.M 2W AOm Mrlm TOOL Ioo LN,rewa+etar 125 sc o.1 vwt(m) 013 2+ 15M 1m BG7L 00 Ap Saco h. YES WB 0m M_(M) Om Na Na EGA too md• FBC20041P12002 OAtib1 Wryt: 7]D LLa®i BR4c6 TOP CHORD 2It4 SYP Nb.2 TOP CHORD Snr td-.daMraOi.pdr.* ppad a 5M¢ wai—0wd-wttti BOT CHORD 2 )(. SW W 2 BOT CHORD FaOd aOv ara ty spado to" ¢ btlp WEBS 2X45WW3 REACTIONS (Tha) 2.021444% 4-MM adw" Mwr H = M70(bd ma e) N.t. L032-274(bad ob EL 4-1Be d — n FORGES (b)- Mk— OnP.W—V ina —it- TOP CHORD 1.2.001, 2.'AI00Rq 34-1.7121. BOT CHORD 24-00 NOTES 1)~ ASM 7.oZ 1mnp+(5a dpd}I 15% TC0.-.W.BCOL6W4fwOR.y R Ep M wdoa.d MWFlS 0r.a wd t1—.d CC EaiwM7 paN McoowctLa+Ow DCL-1 ST Oft pb DCL-1 St THi aw I. 61WW. bOC b nw+Owa MWtp grid b MWFTSb ibw padbd 2) n" t— Ir baw+bd- ba to 0 pr bd lord D. 1-d ro+monw1 wM+ yo&wtm beta a) Ze IV -11. plra Y+pacfo+pw t. 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Imo- 2- 2X,HDR. I i i 12-0-0 4-4-0 I- 4-0-0 -F 12-8-0 —f 12-8-0 f x5 i I j 03 I YWd I I Je F a3 It 7a a 108`3 O It`s N4 log- 2 10_` 013.0. Ss it I j i : a 40-4-0 m LL aj I o U a _ a 1- u t woc L'E OlA owma'm- 1 } O0NN Er€tc gZJ OZ I O I 8ca58 DOa N—CDO f i ! I ooi c --ja CE WaNN3JrnH5 ^ O i t I a nio Ix006:3 iI +a E3 cm I -(A O Jv 11 - 0 a c ii N Q ie gag`: M Q. 2 6 LO I I ,acgwc o o woj g9NOOt \ I+ Q 9'oLL 2$ Cc cb I I L C D p y N 5- 8-0 I ~0o; Z Z- fZi I NW co Wm" 12- 8 g$ D'SaO}700 gEs2a CrWo onDJ'OZ0DZco MONO-jzit a EEeC/) ad: zwBa y S I i Noc oc j. '' c 7c 9j 2 r a-L. o 3 N 890 q0pOII z 6th Street Project Corinthian Builders Certification of Anchor Systems Shown on the Attached Truss Drawings Only This certifies that these plans meet the requirements of Section R301 Design Criteria and ASCE7-02 of the 2004 Residential Florida Building Code Ronald H. Wilson, P.E. Lis ANo. 0 Cert. of Auth. No. 8272 03 —/ ? _ 0,1) R.H. Wilson & Associates Ronald H. Wilson, P.E. Lisc. 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Z r tNr.. w i4.wT. z....... t. n uT1W AA[ 1 NS_._.. .. tta• 11 ,___._ 17a-0 2113 1J-0 6-03 N-S N-S NS NS Na 1`-01 o PolQ i S OVEN 2aa HS p Gz n IL ALL vT11E'- S H-0 N-0 N-0 ild.00.r.n v,lao+a ooa noaa"oSo uo+6b-i6151§§L6ublj'o da,000 DII00001P.N1 2" pTC 021 OVEaRt(R 0s•) 1.tM to 0" mm >tY,OSrAC0 1200ral DO u 12! m .0 L-W0- I k o10 I00b7 M a d. W. 5aL 00 Iti SI,- Ir. NO we 070 MAR) 001 Wttldl 213! rca too crw®un+ m7- PAO" uneER TO o1ORD 2Xd SY N.2 SOT ofORD 2 X. SW M 2 BRACNO TOP 04M NOTCHORD S. -rad Modt9 dTw WP Wdw WBS 2X45YPN.S OTHERS 2X4WP N..1 RIAODOIO MWO) 2•SC. 5-.- 6W34.4 11MSYMM 1 ti., w7 W1 i ]VL30, 13•.11+42YfYJlaO. 7z., o7n 0. ,b.6'1.90.j 1Ab Nbd2-700o•d tar 7) w w.2-22?CbW ta. n ]I-lY.. s n ,•]1Eckrt rr.l tsrmror tw n 27-4(bw is n uo• 4 .cam. 71 r.:.,0u. t>•. n M. oM ZyttY.M-21 W4?MWa Aih14zl w-21l -sx -aw1770Nd-n, 2l-Sibwsbt.ySPrltar 2L12y,Or i ur 4 421b•o tar 211004 or a Wt$ b.. ema 11) FORM Obl • LUAlu.Told. I' M CHORD 1•La] 4 Sd 27/10 300.400,6485-,97t444-.1w A M-w,22, Et-2mE 7a1••17JA 14 -2201a MY.D RD, ofoN.D 2• 1. Vul, 1 1'1.1L7110. I.•YNI u16-3,1/7, I&I's-',O.is- 4 7. iiitt7/ n 11147. i3 ilynn 1,6i 1SI 10-11nD WE53SET-WWJ .. 42.-WrAD, 418-12YD4.6-19-3s'DI. 11 17.YD1, 11>t^7111l. T•I>r9Y1. mom 1)uedd w tad Ir Lai b M W, 21 WVd ASM 7a2 12DtM ( S.md W dt MtSI TOa..2+.I. RmlKOp1, 0.7,L Er R, Prrr4 ~RS.ttl. trr ab tM C-C Ed,Y.12)o Lud OOL•1.D IYW WOOL-1,D.TN..a..Ydrlpa0b C{bm.tb.tm f-Id br MWFRS btrade Prl.d n T-OWP dbt dbNo.. Pba/fr.Yr" FW*Ab IWCMW Wt"M-1bti%. I r. WTr Sbd.E 0" End O. I) IN. Itar b. b. T d..bttd b. 4o Od W, .dtad... kmI r---d Mt ttm WPM W.d• 5) N IdNad . 2a Mlm Yl.r a2+ntY..do.Yd 41N..Yr n0It1. dttr M. M.' NTtmN W..1Mtod rr1M.tN 1. drat b 9.ft NNvatol bo s. 7) O-w -WA- tt Wd-60- dmd o.rK Q 006 4td. ttP-d d 200 m 4 AaAf.adrtbd ta.abt0Mdlr.)d.ttrborkQ pr•.is>•td. d naN1.Q H/! tde M)*. LA Wt M d)*d 21. 24 W tVs)*d 1 m! t ld)r., 1. 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NIRWOJ,O, 41-111060a0 M. w77- Vo dn..o M. t* Wj-I07%( tar U. 0.107m d u.0) FORMS (b)• MII.Ya tolvrrRVLr.va i-- TOPOIOItD 1.-31. 2-11 1I0W t, 3-11-+30Ya7k 3.12` XYm1•. IT 13N34imu F-I3143.M17. f-1w]I rm Y. W1]-J]17ma r,S-JN 7mllt LE- I3011=7Rwls- DOT CHORD 3.1D. 1113101187. W17-43VI 1 IT-10-11I1711 N faMDtl 1 1/DYL11 1 a-I?M11 6.20w17ID03711 64WM1017 WE153 3. 1o.WI2. 3a•a31M 4OI37Alq 5•-+7147•, 66-42717 NOTES 1) U*"- i iml M b.I-I--"ma b N.'W1 71 V4W 77CE 7421aM(3-.e•101+1,M17L t=.%W..maDL-]Ore. CC umv 0. E.r D. n[lr-0. LfWM 900 WW- Lr 0OL•117 al.r pry DCL-1.33 31P-tr .. vrr 0.0-W bP Pld I.v+.9 bt. 0d rrbONrrFn7 tr M NNt)TN. O,rrI. rn dnWAd b 0 toA0NrmrfYldb N D)N rF:rr01r@pArd0rrtdp 0NobunaJ*d 2. na./a1n070 •r0rW• n Ono .ra4,G rAW Wtir) nIrr r m .dArL MOW" b.trN tC r T'ad .d. q.t,,,P,(grrrm +s..,I.(.7fr rPorre.w Ifrlysvt ay.o.ruaargq p•rda.a ..d 7M rw,r 1o4 tarbn..d 1436yr 9012132000rlrr fUryr Ita12137rmld rr uSbyr 1] J•t.NtO rm.n R.O wry 14N,Rr t]Ordar. 03MryM III"nbpd t dSIT r IN- na Wryr TOO. mb 0-a •O120r M1r 11a120 r char 12-34. woos III dT.tr W3+, nd >m bdort W Wbyr t6-3-+n0rm0d0d TrdrlpNdPdmd Px tld0rrrld"*9)bfr nP.Nff!)'r of. f w b M LOAD G7E1!) r /o. t Ia•0. Riy.O b N r.0 d N rM n0n10 IN, b0 (F) v rR1. M CAWM "no" L N-1b, Fild frownla 1Aar0 La. 0.0d9 3E-410. 5. 7-0. IF b Cao.rrr L.fl• AI v.c atsiFl >`mFl tora(Fl ••am,Fl tt_132tFl 13-137IFl 14-1$Fl ltrta(Fl +7-•t•IF) +W(Fl 10•-+fLF7 a•+4Fl ION L __..-_.___----- •!Op•y11 M0•YIr InYw. ti fluWO•tl llpi00f hP1 Yr+: Yo11 !L i1 1fiM tdl-0 1L10-0 1 2N0 --I E-f O TR 2-0 I1- d-0 t -----2;+0 - -_-- + 1 . f-o-0 Nin IDAUNO (PrI WACla too q OER r 7.QL O1N r01 wr W 1•• •a•• 3a 1AM D WOOD 3t•nfo 1QL a0 ICOL 100 Arr b 177 W00R 1. prr 1 t] TC 0D• fc O. Vf m, 4 m 4 - 7M ISO Dal 00 Irr ve 013 WMn) o0f 7 N N. Ito 0m 100 I Ce. NCmYfrm07 Pd+ 1 TOP .,o SO.-A-f +u01NadNV y aF.Lr d r Ni17 a0 pNrta bay TLummm OP UOO ! x I f,' N47300rM.- IS."1 SOT CNORD 7 x. i17 Nb t WED7 7 x 1 B" N. ] eOT OPO NOJd wr\ dwr7 "aim, /80 a aNrA'V REACTIONS M14ft) 7-10100", 7•10106a0 Ar tb.hi0ra . n M-. U1U••L7flYr01r. 01 7.dZd(br 0Nr n FORGE• I"-Wb•u^O rr°^.•Mr"^' Tnrot TOPCHOW 1-2 W31. }Y170NI1 31t-1MVT3L •17••17W/Q1 1]177pt, 6t7it]A7 1, 1t1F06•/]t, /1AN14 Ii0']1 DOT btORD 11-7o7nss, fO11.L•OftSt r, O-•dl1711, to 107nf1a WES1 s11--OVA. 41t-LT7, L11-1ry1a 11NY1t1 M7+7e3 NOTE! 11 A UY1fOr IW.I.w rnsbR.-V- aE d 7M p-t WlL 10..1.3f. DcdOW.b CG{prby0i.wr+_ r.f baa r Wg0ftiF10b HRw 10•ixrdry.btno•aL..re.00L•I.ar+r+roa• an+.laldr4) TN. f.rtirRl d.y7rdb•roN/ bo- rod M bFromol. 0 r.70fr MLab f) TM. Fur.gAr I+fr OROR•n r ti Tra. Oxn AOra rrI M 01rN r ran b rrt1Y fNrORb. O.P.-I Pq.bN fads*ld.ro0ail4ar.)d Nbf.r OrdVF .O.Y. r rfRr.bV Ur1M}IrF Nttrur1 pM 7, n Dnir, dNN.alld tdr (fr rrwn)1w•r r r 1pd RdarNl r.r.r r N1ld TC r }1011 n ft LOADGAMEM SWW" iiialik". 0 1.4.0 ".0 "-0 1.4.0 54".00 1-4.0 T T R 54.0 234-0 Y -0&1-131 4 -: t - S LOADINO (W SPACING 0 vad LAI 141NIGO TCLL 30 Ph- vemul 00912-13 -M 240 TOOL 10. L~ P—. T-. I.0 0. 3"? v 12-13 -M ISO SOL 0 N, S.- M. YES INS 000 ZIA") SCOL 100 C.* FKZWM3= PAreO WW^ II - 36 LtNxm TOP CHORD 5 at T- DT C—HORD2 SYPN*l 244 PXI- S-Y-3 I IWEDS 2..57PND0 IM CHOW RIW MOWS dhed, HPOW w 7-144 IN bv*,I EMW to44- W.C.v REACTIONS ( WW ) 2.1010044 7.10100" M. LW2-42W.0 — 61 7-ZKb. FORCES ON-Ml* COMnad-WAW INIOM Top 0,9M DOT CHORD WE" 3-13-W= 3-13-557= «Q-lvjm 5.0-MRS, 6-ID-Wf= So*= NOTES 1) L..d..w 2) VV,,e A5M 7-OZ I M10 [1-4 W4 w S% TCDL" 2W. 8=-5 OW, C-wv W. UNFRS 99A. d EZ" 2) — L. DOL-1,33 00I WIP =. 1 33 D" — w 1 hovffm I. W."d 3) A--ft ft* ov-w - P.-I 4) k, . 10 a pd 1E .,.d Z 51 %. q.&Y 9) b wM M XW 2 dA b WIN a #M I. 71 LOW CAMEM SW—J moc> 1 0 IE R -2 00 D, Aiu ALL- RRACTIONS OWWM) Sp3LS4A2-ZX&K4-2?Vb*O o 2.jjqL_ 6) W'. Lvambzomd -NI 4 2-Imcbw 9-I2.41ow 1— 1) FORCES M"— C.'W-d-#bA— T- TOP CORD DOT CHOW 240M 5449 WEBS 34-lo7? l NOTES E ftq2j pw hA pp" Lwrbw DCL-1 33 OM VIP OOL- 1 33 This P,PRNN ft dwg tx C.0 tr wW t rdw4 bw WMRS t' NNTA V"" O.W EW DOW 3) T)ib sm h. bM "Fd t, & IDQZ= K. WM V o9w W. ORR 4) TM.VI-.QA-0W p. O=bd e) ci.rA. -**- -w— Mrw 0-4 e) OAN A W." a 2." LJOADCASE Swdw A mu.,--JA._.I__1l - IOa.Y)fiT000Y1 MiNY. 1r TN1ra-MiA NOL Pig; 1 14:9 - -----. _ .. .- - - -•-ate' -•------------ -' -'-1. r .. 1 4.0 6-" 1A( Co NC•) H ET -2-0 r LOW' 1101..0 VAQW 240 Cal OE.L b O.T) Vdd LOd PaTES aw TOLL a o P. br. 125 TC 0.0 Vr(LI) 0 4 24 .400 7.0 .® xrlr TCOL 110 U. V- I 17S BC 0.1I Vr(TL) 010 M .07 ISO BOLL 00 P_w-b YU WB COO Kgn) 000 W. W. BLLL to Cob FBC700VTPt2= Wrd.a. TOP CHORD x x. BYP N. x BBAOOOTOPCHOo.r r W r•.n.q d...dllP%d r 040. P.Br..c.O. rd ../I. CHORD WrBOT040M 7 X. BYP N.0 WEHL 7X. SYP I,O BOT CHORD FlOd.ip d•.W R0..0 a 10" a 1 00p D IFliC7101 MIYI 7.07 P.0..•aLee..r,r Lrtr HmIt 2-1701b.0 rs Q 11. -WINE" VIEW" .. n .trl.rd - 0) Fo;=S M. LISN..P CL.p.. h.,W tua 1.yot TOP CHOW 1.0•0'0'. 0Y101.B. 3Y14712U Out OHDRD 3.4•00 NOT" 1) WV4 /SCE 707.IEl10 C>.mr1Yrl h• 104 TCOL.t 70r, SCCLd C Q*,, AOvVa. FA S."k..4 YWFRB Orb. rd vn ea OC E%ftM- I.00nitM10 rVrl Lr. 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