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2513 Princeton Ave 10-1490 AC & DUCTCITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . 9/13/10 06.20.31.502-0700-0080 2513 PRINCETON AVE SANFORD FL 32771 PALM TERRACE S 45 FT OF LOT 8 + N 15 FT OF LOT 9 BLK 7 PALM TERRACE PB 4 PG 82 SINGLE FAMILY Owner . . . . . . . . . MAYFAIR CIRCLE LLC Contractor . . . . . . MILLER CONSTRUCTION SERVICE 407 792-3955 Application number 10-00001490 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE IIB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . Building Officia VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2007 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. Bradley Cox & Associates and Surveyors 405 W. 25TH STREET SANFORD, FLORIDA 32771 OFFICE: (407) 323.9202 FAX: (407) 324-9661 WEBSITE: %-A-/w.hradleycax3urveyinn.com September 2, 2010 Mr. David L. Richards, Planning Engineer Planning and Development Services Sanford City Hall 300 N. Park Avenue Sanford, Florida 32771 Re: Finished Floor Certification at 2513 Princeton Avenue, Sanford, FI 32771 Dear Mr. Richards, The Finished Floor Elevation of the structure located at 2513 Princeton Avenue, meets or exceeds the requirements set forth in the City of Sanford Code, Chapter 18, Section 18-4-(a). Regards, Bradley G. Cox, P.S.M # 5567 President, Bradley Cox & Associates Land Surveying A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28°47'08.2" Long. -81°15'41.3" 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 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage -240 sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? Yes ® No d) Engineered flood openings? Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) -INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD #120294 SEMINOLE COUNTY FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117C 0070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) feet meters (Puerto Rico only) 09/28/2007 09/28/2007 X N/A 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) N/A B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 ® Other (Describe) N/A 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) C1. 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/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SEM CO 4545201 Vertical Datum NAVD 88 Conversion/Comments N/A Check the measurement used. a) cer i Top of bottom floor (including basement, crawlspace, or enclosure floor) 50.71 feet meters (Puerto Rico only) b) Top of the next higher floor NN/A., feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A., feet meters (Puerto Rico only) d) Attached garage (top of slab) 50.28 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 50.76 feet meters (Puerto Rico only) Describe type of equipment and location in Comments) , f) Lowest adjacent (finished) grade next to building (LAG) 50.2 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 50.5 feet meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 50.2 feet meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Th' ff' t' t bisicaioniso e signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes No Certifier's Name BRADLEY COX, PSM License Number 5567 Title Professional Land Surveyor Company Name BRADLEY COX &ASSOCIATES LAND SURVEYING Address 405 W. 25'" STREET City SANFORD State FL ZIP Code 32771 Signature BCA15545EC -IIS _ Date 09/02/10 Telephone (407)323-9202 FEMA Form 81-31, Mar 09 See reverse side for continuation. RPnlaces all nmvirn m arlifinnc 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 2513 PRINCETON AVE City SANFORD State FL 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/company, and (3) building owner. ments C2 -E IS A/C PAD 4rbe Signature ADLEY C Date 09/02/10 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, crawlspace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 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 in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number 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: G10. Community's design flood elevation feet meters (PR) Datum feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 2513 PRINCETON AVE City SANFORD State FL ZIP Code 32771 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Rear View P raph taken 09/02/2010 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name MAYFAIR CIR LLC ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A -PROPERTY INFORMATION I For Insurance.Companv.":Use -"-.1 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company. NAIG,Number 2513 PRINCETON AVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) THE SOUTH 45 FEET OF LOT 8 AND THE NORTH 15 FEET OF LOT 9, BLOCK 7, PALM TERRACE, PB 4, PG(S) 82-83, SEM CO A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL B6. FIRM Index A5. Latitude/Longitude: Lat. 28°47'08.2" Long. -81°15'41.3" B9, Base Flood Elevation(s) (Zone 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. Effective/Revised Date A7. Building Diagram Number 1A feet meters (Puerto Rico only) A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: meters (Puerto Rico only) a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage -240 sq ft feet b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A Lowest adjacent (finished) grade next to building (LAG) c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in g) d) Engineered flood openings? Yes ® No d) Engineered flood openings? Yes E No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 71CITYOFSANFORD #120294 SEMINOLE COUNTY FL B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9, Base Flood Elevation(s) (Zone 12117C 0070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) feet meters (Puerto Rico only) 09/28/2007 09/28/2007 X N/A 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) N/A B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 ® Other (Describe) N/A 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* 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-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SEM CO 4545201Vertical Datum NAVD 88 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 50.71 feet meters (Puerto Rico only) b) Top of the next higher floor N/A., feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A., feet meters (Puerto Rico only) d) Attached garage (top of slab) 50.28 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 50.76 feet meters (Puerto Rico only) Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 50.2 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 50.5 feet meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 50.2 feet meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION h' h' d b 1 t t'f I fThiscertificationistobesignedandsealedbyalandsurveyor, engineer, or arc itect aut orize y aw o cer i y e eva ion information. l 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. E Check here if comments are provided on back of form er's Name BRADLEY COX, PSM Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes No License Number 5567 Title Professional Land Surveyor Company Name BRADLEY COX & ASSOCIATES LAND SURVEYING Address 405 W. 25 STREET City SANFORD State FL ZIP Code 32771 Signature BCA15545EC FEMA Form 81-31, Mar 09 Date 09/02/10 Telephone (407)323-9202 See reverse side for continuation. 09 /oZ 'i0 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. PorIns irance Com'pahy Use Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 2513 PRINCETON AVE City SANFORD State FL 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/company, and (3) building owner. Comments C2 -E IS A/C PAD 7. 425-, Signature -IMADLEY C Date 09/02/10 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, crawlspace, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 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 in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum G10. Community's design flood elevation feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 2513 PRINCETON AVE City SANFORD State FL ZIP Code 32771 I Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. Front View Ph taken 09/02/2010 Rear View Ph taken 09/02/2010 D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i) Documented Construction Value: $ Job Address: Or,/7c&/WA Y7 -C Historic District: Yes No Parcel ID: Aol'_ /' Spy —D 1' i Zoning: Description of Work: 11 -5 s Plan Review Contact Person: Phone: yA!P%(o e7'90Q Fax: Title: E-mail: Property Owner Information Name -(—( V/, V/, G/,- C— Phone: Street: %G`3 %'1/%C ii,G S & 5• Resident of property? City, State Zip: c,,' _?d%7/ Contractor Information Name it Phone: Street: Z% 0 Z-17 okC f / Fax: City, State Zip: CISs' G, 9 '] 7 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: /309 No. of Dwelling Units: Electrical Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical,KDuct layout required for new systems) 4OR9 4 g No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior -to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and. zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, ,and there may be additional permits required from other governmental entities such as water management districts, state, agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applie y fur permit fees when the permit is released. Signature of Owner/Agent Date ' , Signatp4e of contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date sit^"" P° bEBBIEBL IlTUNu f MY Co.wISSION H LM619096 o EXPIRES: February 25, 2011 Contracto 6A g'eiit F"„ e°i°lly`Known t Me or JProducedIDTypeofID / 1—'7, APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re—web.seminole—county title?parcel=06203150207000080&c... 7/13/2010 b 20 er, DAVID JOHnsor4, CFA, ASA' 5 PROPERTY APPRAISERMe O r- e dSEMINOLECOUNTYFL. 9 Z D 9 1101 E. FIRST 5T SANFORD,FL32771-1468 110 Z5 m G m 10 e. ' y 407-665-7506 11 2s 11 a` 12 VALUE SUMMi VALUES GENERAL W Value Method CostParcelId: 06-20-31-502-0700-0080 Number of BuildingsOwner: MAYFAIR CIR LLC Depreciated Bldg ValueMailingAddress: 1403 MEDICAL PLAZA DR STE 100 Depreciated EXFT ValueCity,State,ZipCode: SANFORD FL 32771 Land Value (Market) 9PropertyAddress: 2513 PRINCETON AVE Land Value AgSubdivisionName: PALM TERRACE Just/MarketValue 9TaxDistrict: S1-SANFORD Exemptions: Portablity Adj Dor: 00 -VACANT RESIDENTIAL Save Our Homes Adj Assessed Value (SOH) 9 Tax Estimatc 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values County General Fund $13,950 $0 Schools $13,950 $0 City Sanford $13,950 $0 SJWM(Saint Johns Water Management) $13,950 $0 County Bonds $13,9501$0 The taxable values and taxes are calculated using the current years working values and the prior years approved m SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 05/2010 07384 1336 $11,000 Improved Yes 2009 VALUE SUh WARRANTY DEED 03/1992 02399 0459 $100 Improved No 2009 Tax Bill WARRANTY DEED 11/1990 02247 0837 $35,600 Improved Yes 2--009 Ce -reified Taxable Val WARRANTY DEED 09/1988 020_001_702 $38,500 Improved Yes DOES NOT INCLUDE NON -AD VAL( QUIT CLAIM DEED 09/1988 0.2000 1701 $100 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIF Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 60 125 .000 250.00 $13,950 LEG S 45 FT OF LOT 8 + N 15 FT OF Permits I TERRACE PB 4 PG 82 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax pi, Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re—web.seminole—county title?parcel=06203150207000080&c... 7/13/2010 in proposal J D's HEATING & A/C Sales - Service - Installation 770 Lake Kathryn Circle CASSELBERRY, FL 32707 407) 699-9530 CACI Page No. 1 of 1 Pages PROPOSAL SUBMITTED TO PHONE DATE MILLER CONSTRUCTION CO 4077923955 106/15/2010 STREET JOB NAME 8241 VIA BONITA CITY, STATE AND ZIP CODE JOB LOCATION SANFORD, FL 32771 2513 PRINCETON AVE ARCHITECT DATE OF PLANS JOB PHONE CONTACT CURTIS MILLER We hereby submit specifications and estimates for: INSTALLA 2 TON 13 SEER HEAT PUMP SYSTEM WITH 5. KW_BACK UP_HEAT_RUN_ALL,_ DUCT -WORK A.S..PER._PLAN.$-_. . INSTALL 3 BATH EXHAUST FANS AND 1 DRYER VENT. RUN FREON LINES. INSTALL THFRMORTAT ANn Pi nAT CtnnTr`W 1 YEAR WARRANTY ON LABOR 10 YEAR MANUFACTURE WARRANTY ALL PARTS Or fY'apagP hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: OUR THOUSAND TWO HUNDRED---------------------------------------------------------------------------dollars ($ 4200.00 . Payment to be made as follows: ALL MONIES DUE UPON COMPLETION All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifica- Authorized JOHN J DUFRANE JR tions involving extra costs will be executed only upon written orders, and will become an Signature extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Note: This proposal may be FIFTEEN (15OurworkersarefullycoveredbyWorkmen's Compensation insurance. withdrawn by us if not accepted within Arrepume of raptijoe —The above prices, specifications and conditions are satisfactoryaltv"' W andare hereby accepted. You are authorized Signature to do the work as specif- .Paill be rrWe as outlined above. Date of Acceptance: Signature PRm:ci 1 iP 7 n Hic. CMm. Nm OU7:- ie aMe PHONE TAIL FREE 1 +6YIS1S67HI days. 0 PERMIT # (/ ' ! "7 C DATE PROJECT ADDRESS 513 a° ZL CONTRACTORnolL PHONE # T ^ -?, s`2, ; - (. FAX # CONTACT PERSON el/ iC1"( i Yl &, l Lft (2 DESCRIPTION OF REVISION F4D OA Fit a m /rtey acs s UTILITY DEPT FIRE PREVENTION PLANNING BUILDING d 52 08 00 1' i 1 PDF created with pdfFactory Pro tria version www pdffactory corn I712 Duck Lake Road, Lady fake, FlJPh:(h:(352)159 1758iFx:(888)833-655,; 1-10 DATE_ _.. DESCRIPTION PLAN.IDENTIFtI.:.- OFFICE L)o not I, r tingle trusses with spans greater than 30' by the peak. Do not attach cables, chains or hooks to the web members. Refer to SCSI 1-03 Summary sheet provided for proper handling, installing and bracing methods ATTENTION FRAMERS/CONTRACTOR Trusses are not to be cut or altered for any reason) If there is a problem. you must follow the proceedure listed below: 1) Notify ProBuild Est immediately. 2) Secure proper Engr rqr'd for any repair ProBuild will not honor any back -charge unless authorized by a Probuild Representative. U1 LD 10E i. D.: -__ 25.11Pr1ncetcn Street W)TES. LESIIAN, Lee.lemlann--_.i .SIU P-____. _L.63EE DUA(-NER; Cnuck5__ _:_DATE:_. -. ., Roof trusses are not designed for addtn' I i, attic storage loads, unless otherwise noted. Attic trusses, as noted, are designed with ERMIT 30psf addtn'I loading for light storage, proper m tallafion of truss truss a to hanger installation f i t nt purposes. are nor designed to carry the chimney. Chimney should be framed through the trussesto the fireplace base. Unless specified) Refer to SCI 1-03 Safety Information for bracing & Truss DesignDwgs for additional permanent bracing, Any party who cuts or damages a truss shall be responsible for securing the engineering Rgr'd for the repair and for subsequent cost: The Truss Placement Plan is for the useof the Fabricator, General Contractor & Truss Erection Contractor. It is not Intended to be a substitute for a framing planwhich is the responsibility of the Architect or Engineer of record to provide. Trusses are designed in accordance with the ANSI/TPI 1-2002 Notion Design Standard for Metal Plate Connected Wood Truss Construction. L)o not I, r tingle trusses with spans greater than 30' by the peak. Do not attach cables, chains or hooks to the web members. Refer to SCSI 1-03 Summary sheet provided for proper handling, installing and bracing methods ATTENTION FRAMERS/CONTRACTOR Trusses are not to be cut or altered for any reason) If there is a problem. you must follow the proceedure listed below: 1) Notify ProBuild Est immediately. 2) Secure proper Engr rqr'd for any repair ProBuild will not honor any back -charge unless authorized by a Probuild Representative. U1 LD 10E i. D.: -__ 25.11Pr1ncetcn Street W)TES. LESIIAN, Lee.lemlann--_.i .SIU P-____. _L.63EE DUA(-NER; Cnuck5__ _:_DATE:_. -. ., REVISION MILLER CONSTRUCTION SERVICES COPYRIGHT ProBuild Lady Lake, FL 2513 PRINCETON STREET SANFORD, FL UP ti;pp q A TRUSS INDEX SHEET GENERAL NOTES AND DESIGN PARAMETERS 1. A SIGNED AND SEALED TRUSS SUMMARY HAS BEEN INCLUDED TO PROVIDE AS AN INDEX OF TRUSS DRAWINGS 2. REFER TO CONSTRUCTION DOCUMENTS FOR TRUSS PLACEMENT 3. DESIGN LOADS: ROOF: 37 PSF (SHINGLE) 45 PSF (TILE) FLOOR: 55 PSF 4. WIND DESIGN LOAD INFORMATION - PER 2007 FBC CHAPTER 16 SECTION 1609, REF. ASCE 7-05 CHAPTER 6) A) BASIC WIND SPEED = 120 MPH(3 SECOND GUST) B) WIND IMPORTANCE FACTOR = 1.00 C) BUILDING CATEGORY = II D) WIND EXPOSURE(ALL SIDES) =B E) INTERNAL PRESSURE COEFFICIENTS ENCLOSED BUILDINGS = +/- 0.18 PARTIALLY ENCLOSED BUILDINGS = +/- 0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-05 DEFINITIONS CLASSIFYING AS SUCH) 5. REFER TO ROOF AND FLOOR DETAILS AT THE END OF THIS BOOK FOR TYPICAL CONNECTIONS 6. PROFESSIONAL OF RECORD: NOT AVAILABLE AT THIS TIME. No. V- 4 ? — w0i"'4% n i JUN 2 82010 NONTA CONSULTING k DESIGN OF RN. OFR I ASSOCAITES,' NNCC- ' j/% pry E F222ALTA0NTT6 N 1 114 . R n ifE7.E1)1 i1. 4W t1. FX PHONE: (407)881-1817 FIA. MIST. NO. 42704 W 4,Z" I, hecked: drawn: date: scale: is # 42704 DATE06/28/10 PAGE 1 Digitally signed REQ. QUOTE DATE 06/21/10 ORDER # 8618893 19_ norlCD r1ATC I rgneiin ni InTC M RR1RR01 y 0111- phlRanieriMichael DELIVERY DATE 06/30/10 1---- CUSTOMER ACCT # 67792 DATE OF INVOICE / / CUSTOMER PO # 907123zmn- Date: N w ORDERED BY INVOICE # 2010.06.28 TYPE TERMS09:18:53 - SUPERINTENDANT Stubrud, Ms. Amy L SALES REP LEE JERNIGANPROIjild04'00' JOBSITE PHONE # SALES AREA Chuck Stillwaggon TOP H 2513 PRINCETON STREET JOB NAME: MILLER CONSTRUCTION SVCS LOT # 2513 SUBDIV: Princeton e BOT MODEL: TAG: JOB CATEGORY: ROOF I 2513 PRINCETON STREET DELIVERY INSTRUCTIONS: D Common Truss 26-01-00 SANFORD, FL 32772 1 0 D T0_ 10 SPECIAL INSTRUCTIONS: 0. Engineer of Record License # Addressl Address2 City, ST Zip EOR Test 1 2 X 4 Bldg Code: FRC2007/TP12002 Wind Des Method Exposure Cat Occupancy Cat Velocity / TC Dead / BC Dead Bldg Cat: Residential MWFRS(all heights)/C-C hybrid Wind ASCE 7-05 B II 120.000 / 4.200 / 4.200 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL sraEss we e. ROOF TRUSS SPACING: 0.0 IN. O.C. (TYP.) INFORMATION PROFILE QTY PITCH TYPE BASE IUM13ER OVERHANG REACTIONS PLY TOP BOT ID O/A TOP BOT LEFT RIGHT Common Truss 26-01-00 Joint 11 Joint 14 10 3.00 0. A 26-01-00 2 X 4 2 X 4 01-00-00 937.9 lbs. 939.31bs. 267.8 lbs. -265.4 lb& Hip Truss 26-00-00 Joint 12 Joint 15 1 3.00 0. A10 26-00-00 2 X 4 2 X 4 01-00-00 01-00-00 937.9 lbs. 938.1 lbs. 267.8 lbs. -267.7 lb& Hip Truss 26-01-00 Joint 12 Joint 15 1 3.00 0.00 Al2 26-01-00 2 X 4 2 X 4 01-00 00 938.0 lbs. 939.2 Ibs 267.5 lb&-265.7bs. HIp Truss 26-00-001 1 Joint Joint 7 1 3.00 0.001 A6 26-00-00 2 X 412 X 6 01-00-00 01-00 00 1837.8 lbs. 1390.9 lbs 503.9 lbs. -390.0 lbs. Hip Truss 26-00-00 Joint 11 Joint 14 1 3.00 0.00 A8 26-00-00 2 X 4 2 X 4 01-00 00 01-0400 938.0 lbs. 938.0 lbs. 267.7 lbs. -267.7 lbs. Hip Truss 26-00.00 Joint 12 Joint 15 1 3.00 0.0 B10 26-00.00 2 X 4 2 X 4 01-0400 01-00-00 938.01bs. 938.01bs. 267.81bs.-267.7 Ibs. Hip Truss 26-00-00 Joint 12 Joint 15 1 3.00 0.00 B12 26-00-00 2 X 4 2 X 4 01-00-00 01-00-0000-00938.1 Ibs. 937.91bs. 267.6 lbs. -267.8 lbs. HIP TRUSS 26-00-00 Joint 2 Joint 6 1 3.00 0.00 B8 26-00-00 2 X 4 2 X 6 01-00-00 01-00-00 1909.4 lbs. 1909.2 lbs. 502.8 lbs. -502.9 lbs. Jack -Open 01-11-11 Joint 3 Joint 5 Joint 6 6 3.00 0.00 C2 01-11-11 2 X 4 2 X 4 01-00-00 35.1 lbs. 22.7 lbs. 132.81bs. 14.1 lbs. 1.5 lbs. -65.9 Ibs. Jack -Open 03-11-11 Joint 4 Joint 5 6 3.00 0.00 C4 03-11-11 2 X 4 2 X 4 01-00 00 Joint3 77.3 lbs. 50.9 lbs. 208.81bs. 34.8 lbs. 4.5 lbs. -80.7lbs. Jack -Open 05-11-11 Joint 3 Joint 4 Joint 5 6 3.00 0.00 C6 05-11-11 2 X 4 2 X 4 01-00.00 118.7 lbs. 76.6 Ibs. 292.01bs. 56.4 Ibs. 10.1 lbs. -99.3 lbs. Jack -Open 06-06-08 Joint 3 Joint 4 Joint 5 1 3.00I 0.00 E6 r0806-06 2 X 4 2 X 4 01-00-00 130.31bs. 83.8 Ibs. 316.0 lbs 62.4 lbs. 11.8 Ibs. -104.8 b& Monopitch I 06-06-08 J-intl Joint ,••• •• 1 3.00 0.00 E61306-06 08 2 X 4 2 X 6 679.0 lbs. 813.31bs. + • a 175.5 lbs. -226.1 lbs. s • Jack -Open 08-00 00 Joint 3 Joint 4 Joint4411W 0 6 3.00 0.00 E8 08-00-00 2 X 4 2 X 4 Ot-00 00 159.9 lbs. 102.41bs. 377 IOr° r• 77.7 lbs. 16.31bs. -11 2 It' PDF created with pdfFactory Pro trial version www.pdffactory.corr DATE06/28/10 PAGE 2 Muiild QTY REQ. QUOTE DATE 06/21/10 ORDER # 8618893 ORDER DATE 06/24/10 QUOTE # 18618893 DELIVERY DATE 06/30/10 CUSTOMER ACCT # 67792 DATE OF INVOICE / / CUSTOMER PO # 907123 ORDERED BY INVOICE # TERMS O/A SUPERINTENDANT Stubrud, Ms. Amy L SALES REP LEE JERNIGAN JOBSITE PHONE # SALES AREA Chuck Stillwaggon SH P o;^ 2513 PRINCETON STREET 2513 PRINCETON STREET SANFORD, FL 32772 JOB NAME: MILLER CONSTRUCTION SVCS MODEL: TAG: LOT # 2513 SUBDIV: Princeton JOB CATEGORY: ROOF DELIVERY INSTRUCTIONS: 16-00-00 SPECIAL INSTRUCTIONS: Engineer of Record License # Address1 Address2 City, ST Zip r. EOR Test 1 3.00 O.00 G 16-00-00 Bldg Code: FRC2007/TPI2002 Wind Des Method Exposure Cat Occupancy Cat Velocity / TC Dead / BC Dead Bldg Cat: Residential MWFRS(all heights)/C-C hybrid Wind ASCE 7-05 1 B II 120.000 / 4.200 / 4.200 ROOF TRUSSES LOADINGTCLL-TCDL-BCLL-9CDL srREss wcrs. ROOF TRUSS SPACING: 0.0 IN. O.C. (IYP.) INFORMATION PROFILE QTY PITCH TYPE BASE REACTIONS PLY TOP BOT ID O/A TOP BOT LEFT RIGHT Common Truss 16-00-00 Joint 8 Joint 10 Joint 13 r. 3 3.00 O.00 G 16-00-00 2 X 4 2 X 4 01-00-00 01-00-00 367.2 lbs. 487.8 lbs. 341.1 lbs. 91.1 lbs. -154.2 lbs. -117.8 lbs. Common Truss 16-00-00 Joint 6 Joint 9 m-' 3 3.00 0.0 G2 16-00-00 2 X 4 2 X 4 01-00-00 542.7 lbs. 599.3 lbs. 137.3 lbs. -182.2 lbs. Common Truss 16-00-00 Joint 2 Joint 8 Joint 10 Joint 11 Joint 12 I `'' "'"` 1 3.00 0.00 GX 16-00-00 2 X 4 2 X 4 01-00-00 01-00-00 205.9 lbs. 205.9 I bs. 421.1 lbs. 20.8 lbs, 166.9 lbs. 8T9 lbs. -87.9 lbs. -108.9 lbs. -112.5 lbs. 11.OIbs. Jack -Partial 09-03-00 Joint 4 Joint 7 Joint 9 1 2.12 0.0 R6 09-03-00 2 X 4 2 X 4 01-05 00 199.2 lbs. 311.61bs. 438,01bs. 105.6lbs. -12.5 lbs. -128.5 lbs. Diagonal Hip 11-03-00 Joint Joint 2 2.12 0.0o R8 11 -no) 2 x 4 2 x 4 01-05-00 541.61bs. 536.31bs. 125.6lbs. -154.2 lbs. ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT -IN -16 64 Lady Lake Hangers 1 1/2 X 8 SEAT PLATE 4 Lady Lake Hangers HTU 26 PDF created with pdfFactory Pro trial version www.pdffactory.com wilfiam M. Ran 63 Job Truss Truss Type Qty Ply Max Horz 8618893 A Common Truss 10 1 11 = 26WC 9) 14 = 265(LC 9) Max Grav Job Reference(optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 29 2010 MiTek Industries. Inc. Mon Jun 28 08:55:14 2010 Page 1 o-8 14-0-0 1911-8 27-0-0 l 28-0-0 8-0-8 511-8 5-11-8 7-0.8 1-0-0 1 0 Camber= 1/4 in 4x5 = 3x6 = 3x4 = 3x6 = 3x4 = 3x8 = LOADING (pst) SPAGNG2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.25 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.46 8-10 >678 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.09 6 n/a rJa BCDL 7.0 Code FRC2007/rP12002 (Matra -MI) Weight: 104 Ib LUMBER TOP CHORD 2 X 4 SYP No -2 BOT CHORD 2 X 4 SYP N0 2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-11-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS Ob/size) 11 = 938/0-8-0 (min. 0-1-8) 14 = 939/0-8-0 (min. 0-1-8) Max Horz 14 = 37(LC 7) Max Uplift 11 = 26WC 9) 14 = 265(LC 9) Max Grav 11 = 938(LC 1) 14 = 939(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1848/845, 3-15=-2497/1229, 3-4=-2190/1050, 4-5=-2191/1049, 5-12=-2498/1228, 6-12=-1784[792 BOTCHORD 14-16=-855/1879,10-16=-1125/2386, 8-10=-718/1640, 8-13=-1135/2387, 11-13=-79811818 WEBS 3-10=-393/326, 4-10=-217/573, 4-8=-216/574, WEBS 3-10=-393/326, 4-10=-217/573, 4-8=-216/574, 5-8=-393/326, 6-11=-902/514, 11-12=-380/869, 6-13=-1033/468, 2-14=-921/522, 14-15=-443/964, 2-16=-1125/526 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft 8=48ft; L=48ft; eave=6ft; Cat II; Exp B; enclosed; MWFRS (all heights) and C -C Exterior(2) 0-0-0 to 4-9-10, Interior(1) 4-9-10 to 14-0-0, Exterior(2) 14-0-0 to 18-9-10 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) `This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except jt --Ib) 11=268, 14=265. 5) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com e Io William M. Ranieri, Job Truss Truss Type Qty Ply Max Horz 8618893 A10 Hip Truss 1 1 12 = 268(LC 9) 15 = 268(LC 9) Max Grav Job Reference (optional) Pro Build, Lady Lake, FL 32159, C Stillwaggon 7,220 s Mar 29 2010 MITek Industnes, Inc. Mon Jun 28 08:55:15 2u10 rage i 1-0-05-9-12 10-6-8 155-8 20-2-4 26-0-0 27-0-0 1-0-0 5312 I 4-8-12 4-11-0 4-8-12 5312 5x5 = 4x5 = Camber= 1/4 in 3x6 = " '. 3x6 = 3x8 = 3x6 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.47 9-11 >671 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code FRC2007/TPI2002 (Matrix -M) Weight: 111 Ib LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 3-10-2 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-3-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance w th Stabilizer Installation guide. REACTIONS (Ib/size) 12 = 938IM-0 (min. 0-1-8) 15 = 938IM-0 (min. 0-1-8) Max Horz 12 = 29(LC 8) Max Uplift 12 = 268(LC 9) 15 = 268(LC 9) Max Grav 12 = 938(LC 1) 15 = 938(LC 1) FORCES (Ib) Max. Comp./Max. Ten. -Ail forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1729/805, 3-13=-2564/1506, 3-4=-2203/1210, 4-5=-1951/1182, 5-6=-2194/1207, 6-16=-2563/1510, 7-16=-1732/804 BOTCHORD 12-14=-807/1757,11-14=-1405/2455, 9-11=-1010/1952, 9-17=.1411/2454, BOTCHORD 12-14=807/1757, 11-14=-1405/2455, 9-11=-1010/1952, 9-17=-14112454, 15-17=-807/1760 WEBS 3-11=-379/383, 4-11=-86/365, 5-9=-85/361, 69=-385/388, 2-12=$76/515, 12-13=-2851792, 2-14=-926/370,7-15---878/512, 15-16=-275/808,7-17=-943/360 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf, h=16f B=48ft; L=48ft; eave=6k Cat II; Exp B; enclosed; MWFRS (all heights) and C -C Extedor(2) -1-0-0 to 3-9-10, Intenor(1) 3-9-10 to 10-6$, Exterior(2) 10-6-8 to 15-5-8, Interior(1) 22-2-15 to 27-0-0 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 100 Ib uplift at joint(s) except t t= -Ib) 12=268,15=268. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard N V O DF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, PE i 9 Job Truss Truss Type Qty Ply Max Horz 8618893 Al2 Hip Truss 1 1 12 = 268(LC 9) 15 = 266(LC 9) Max Grav Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:15 2010 Pap—1 7-912 13-6-8 145-8 20-2-4 27-0-0 28-0-0 7-912 5-8-12 1 0-11-0 5-8-12 1 6-912 1-0-0 1 d Camber= 1/4 in 4x5 = 5x5 = 3x6 = 3x4 = 3x6 = 402 = 3x6 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) 0.27 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.48 9-11 >649 180 BCU- 10.0 ' Rep Stress Incr YES WB 0.11 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code FRC2007/iP12002 (Matrix -M) Weight: 111 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. MiTek recommends that Stabilizers and required cross 9 9bracinbeinstalledduring truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 12 = 938/0$-0 (min. 0-1-8) 15 = 939/0-0 (min. 0-1-8) Max Horz 15 = 36(LC 7) Max Uplift 12 = 268(LC 9) 15 = 266(LC 9) Max Grav 12 = 938(LC 1) 15 = 939(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1822/868,3-16=-2524/1355, 3-4=-2247/1175, 4-5=-1714/1056, 5-6=-2174/1124,6-13=-2519/1367, 7-13=-1760!796 BOTCHORD 15-17=-87311851, 11-1.=-1257/2413, 9-11=-797/1687, 9-14=-1270/2408, BOT CHORD 15-17=-873/1851,11-17=-1257/2413, 9-11=-797/1687,9-14=-1270/2408, 12-14=-799/1792 WEBS 311=-370/347, 4-11=-259/576, 5-9=-246/483, 6-9=-410/384, 7-12---891/515,12-13=-340/822, 7-14=-981/427, 2-15=-909/531, 15-16=-438/908,2-17=-1065/527 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft; B=48ft; L=48ft; eave=6f1; Cat II; Exp B; enclosed, MWFRS (all heights) and GC Exterior(2) 0-0-0to 4-9-10, Interior(1) 4-9-10 to 13-6-8, Exterior(2) 13-6-8 to 14-5-8, Interior(1) 21-2-15 to 28-0-0 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shorn; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 100 Ib uplift atjoint(s) except Qt --Ib) 12=268, 15=266. 6) "Semi-rigid pitchbreaks with foxed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com a a William M. Ranieri, P Job Truss Truss Type Qty Ply 1 8618893 A6 Hip Truss 1 1 J Vert(LL) 0.59 12 525 240 Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon r.zzu s mar rf zuiu mi i w inuusnes, inc mon dun zo vo.00. io rnyc 1-o-0 6-6-8 10-10-12 15-1-4 19-5-8 26-0-0 27-0-0 ri-o-0 1 6-6-8 4-4-4 4-2-8 I 4-4-4 1 6-6.8 3.00 F12 600 MT20H= Nailed 2x4 II 3 Nailed 4 3x5 = 5x10 = Camber= 5/8 in 2x4 11 3x10 = 5x12 MT20H= 3x8 = 2x4 11 TJC37 6-6-8 f 10-10-12 15.1-4 19-5-8 26-0-0 6-6-8 4-4-4 4-2-8 4-4-4 6-6-8 Plate Offsets (X,Y): f3:0-6-0,0-2-81, f6:0-7-0,0-2-121, x10:0-3-8,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.59 12 525 240 3-13=-65/715, 3-12=-378/1289, TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) 1.20 12 259 180 7 = 1391(LC 1) BCLL 10.0 ' Rep Stress Incr NO WB 0.37 Horz(TL) 0.15 7 n/a n/a 8) Use Simpson Strong -Tie TJC37 (6 nail, 30-90) or equivalent at BCDL 7.0 Code FRC2007/TP12002 Matrix -M) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 3-4=-77172044, 4-5=-7717/2044, 0.0 deg. down. 5-6=-6505/1716, 6-16=-475611231, 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Weight: 129 Ib LUMBER Stabilizer Installation guide, TOP CHORD 2 X 4 SYP No.2 'Except* T2: 2 X 4 SYP M 30 BOT CHORD BOT CHORD 2 X 6 SYP M 26 2-15=-1611/6432, 13-15=-161316440, WEBS 2 X 4 SYP No.2 12-13---1619/6506,10-12=-1647/6505, BRACING 9-10=-1140/461Q 9-17=-1140/4591, TOP CHORD 7-17=-1138/4584 Structural wood sheathing directly applied. WEBS BOT CHORD 3-13=-65/715, 3-12=-378/1289, Rigid ceiling directly applied or 7-8-0 oc bracing. 5-12=455/1295, 5-10=-692234, MITek recommends that Stabilizers and required cross 6-10=-539/2016, 5-9=0258 bracing be installed during truss erection, in accordance with load nonooncurrent with any other live loads. 11) "Nailed" indicates 3-10d or 2-12d common wire toe -nails. For more details refer to MiTeWs ST -TOENAIL Detail. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumberincrease=1.25, Platelncrease=1.25 Uniform Loads (plf) Vert 1-3=-54, 36=-54, 6-8=-54, 2-7=-14 Concentrated Loads (Ib) Vert 3=-145(F) 13= -298(F)18= -76(F) 21=-34(F) 22=-799(F) William M. Ranieri, 4 Stabilizer Installation guide, NOTES 1) This truss has been checked for uniform roof live load only, REACTIONS Ob/size) except as noted. 2 = 1838/0-8-0 (min. 0-1-8) 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; 7 = 1391/0-8-0 (min. 0-1-8) BCDL=4.2psf; h=15ft; B=48ft; L=48ft; eave=6ft; Cat II; Exp B; Max Horz enclosed, MWFRS (all heights); cantilever left and right exposed 2 = -17(LC 5) Lumber DOL=1.60 plate grip DOL=1.60 Max Uplift 3) Provide adequate drainage to prevent water ponding. 4) All plates are M120 plates unless otherwise indicated. 7 = 390(LC 7) 5) "This truss has been designed for a 10.0 psf bottom chord live Max Grav load nonooncurrent with any other live loads. 2 = 1838(LC 1) 6) Provide mechanical connection (by others) of truss to bearing 7 = 1391(LC 1) plate capable of withstanding 100 Ib uplift atjoint(s) except jt --Ib) 2--504,7=390. FORCES (lb) 7) "Semi-rigid pitchbreaks with foxed heels" Member end fixity Max. Comp./Max. Ten. - All forces 250 (lb) or less except when model was used in the analysis and design of this truss. shown. 8) Use Simpson Strong -Tie TJC37 (6 nail, 30-90) or equivalent at TOP CHORD 6-6-8 from the left end to connect truss(es) R6 (1 ply 2 X 4 SYP) 2-14=-864311681, 3-14=-666D1718, to front face of bottom chord, skewed 45.0 deg.to the left, sloping 3-4=-77172044, 4-5=-7717/2044, 0.0 deg. down. 5-6=-6505/1716, 6-16=-475611231, 9) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 7-16=-4736/1193 Truss, Single Ply Girder) or equivalent at 9-11-4 from the left end BOT CHORD to connect truss(es) E6G (1 ply 2 X 6 SYP) to front face of 2-15=-1611/6432, 13-15=-161316440, bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where han er is in contact with lumber. PDF created with pdfFactory Pro trial version www.Qd factory.com 11) "Nailed" indicates 3-10d or 2-12d common wire toe -nails. For more details refer to MiTeWs ST -TOENAIL Detail. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumberincrease=1.25, Platelncrease=1.25 Uniform Loads (plf) Vert 1-3=-54, 36=-54, 6-8=-54, 2-7=-14 Concentrated Loads (Ib) Vert 3=-145(F) 13= -298(F)18= -76(F) 21=-34(F) 22=-799(F) William M. Ranieri, 4 0 Job Truss Truss Type Qty Ply Max Horz 8618893 A8 Hi' Truss 1 1 11 = 268(LC 9) 14 = 268(LC 9) Max Grav Jab Reference (optional) 1-0-0 8-6-8 110-0 17-5-8 26-0-027-0-0 1-0. 8-6-8 4-5-8 4-5-8 8-6-8 11-0-00 Camber = 5/16 in 4x6 = _ 3x4 = 4x6 — 3.00 F12 3 4 5 4x5 = 3x4 = 3x6 = 3x4 = 4x5 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.25 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.48 8-10 >651 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.09 6 n/a n/a BCDL 7.0 Code FRC2007/TP12002 (Matrix -M) Weight: 101 Ib LUMBER TOP CHORD 2 X 4 SYP N0 2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-5-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer, Installation guide. REACTIONS (Ib/size) 11 = 938/0-8-0 (min. 0-1-8) 14 = 938/0-8-0 (min. 0.1-8) Max Horz 11 = 23(LC 8) Max Uplift 11 = 268(LC 9) 14 = 268(LC 9) Max Grav 11 = 938(LC 1) 14 = 938(LC 1) FORCES (lb) Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-12=-2067/1288, 3-12=-2286/1216, 3-4=-2181/1225, 4-5=-2181/1225, 5-15=-2286/1216,6-15=-2067/1288 BOTCHORD 11-13=-1347/2140,10-13=-1091/2165, 8-10=-1251/2404, 8-16=-1093/2165, 14-16=-1349/2140 BOTCHORD 11-13=-1347/2140,10-13=-1091/2165, 8-10=-1251/2404, 8-16=-10932165, 14-16=-1349/2140 WEBS 3-10=-47/314,4-10=-250/253,4-8=-250/253. 58=-07/314, 2-11=-10331645,12-13=-2531282, 11-12=-1096/1456,2-13=-1652/1224, 6-14=-1033/645,15-16=-253/282, 14-15=-1097/1456, 6-16=-1652/1224 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=4.2psf; h=15ft B=48ft; L=48ft, eave=6ft Cat II; Exp B. enclosed; MWFRS (all heights) and C -C Exterior(2) -1-0-0 to 3-9-10, Interio41) 3-9-10 to 8-6-8, Exterior(2) 8-" to 24-2-15, Interior(1) 24-2-15 to 27-0-0 zone, cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 100 Ib uplift atjoint(s) except Ot=1b) 11=268,14=268. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactorv.com m N V 5— O William M. Ranieri, P Job Truss Truss Type Qty Ply Max Horz 8618893 610 Hip Truss 1 1 12 = 268(LC 9) 15 = 268(LC 9) Max Grav Job Reference (optional) ProBuild, Lady Lake, FL 32159, C SbIlwaggon 7.220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:17 2010 rage 1-0-0 5-6-8 10-0.0 16-0-0 20-5-8 26-0-0 27-0-0 1-0.0 5-6-8 I 4-5-8 60-0 4-5-8 5-6-8 -- 1-0-0 5x5 = 4x6 = Camber= 1/4 in 3x6 = ,.. 3x6 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Incr YES BCDL 7.0 Code FRC2007/1-PI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 53-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 12 = 938/0-8-0 (min. 0-1-8) 15 = 938/0.8-0 (min. 0-1-8) Max Horz 12 = 28(LC 7) Max Uplift 12 = 268(LC 9) 15 = 268(LC 9) Max Grav 12 = 938(LC 1) 15 = 938(LC 1) FORCES (Ib) Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1739/839, 3-13=-2.561/1531, 3-4=-2211/1238, 4-5=-203011225, 5-6=-2206/1236,6-16=-2561/1532, 7-16=-1741/836 BOTCHORD 12-14=-84311768,11-14=-1429/2452, 9-11=-1067/2032,9-17=-1432/2451, 3x8 = 3x6 = CSI TC 0.40 BC 0.51 WB 0.09 Matrix -M) BOTCHORD 12-14=-843/1768,11-14=-1429/2452, 9-11=-1067/2032, 9-17=-14322451, 15-17=-842/1770 WEBS 3-11=-349/365, 4.11=-53/330, 5-9=-55/327, 6-9=-353/368,2-12=-881/520,12-13=-291/807, 2-14=-942/377,7-15=-882/518, 15-16=-284/818,7-17=-954/370 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft; 6=48ft; L=48ft; eave=6ft; Cat II; Exp B; enclosed; MWFRS (all heights) and C -C Exterior(2) -1-0-0 to 3-9-10, Intedor(1) 3-9-10 to 10-M, Exterior(2) 10-0-0 to 16-0-0, Interior(1) 22-9-7 to 27-0-0 zone; cantilever left and right exposed C -C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) `This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift atjoint(s) except Qt --Ib) 12=268, 15=268. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard 3x4 = DEFL in (loc) I/deft Ud Vert(LL) 0.28 9-11 >999 240 Vert(TL) -0.47 9-11 >666 180 Horz(fL) 0.09 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 111 Ib PDF created with dfFacto Pro trial version www.lodffactory.comPrY William M. Ranieri, PE i1 ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 10101 m Inuust Hca, Inc, Mon uun 20 w..,.,. 6-7-1 12-0-014-0.0 19-4-15 26-0.0 27-0-0 1-0.0 6-7-1 5-4-15 2-0-0 5-4-15 6-7-1 5x5 = 4x5 = Camber= 1/4 in 3x6 % 3x10 = 34 = 3x4 = 3x6 c LOADING (psf) SPACING2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.26 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.43 9-11 >719 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code FRC2007/TPI2002 (Matrix -M) Weight: 111 Ib LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-0-3 oc bracing. MiTek recom mends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) Truss Truss Type abPly 938/03-0 (min. 0-1-8) Max Horz F101893. B12 Hip Truss 1 1 12 = 268(LC 9) 15 = 268(LC 9) Max Grav Job Reference(optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 10101 m Inuust Hca, Inc, Mon uun 20 w..,.,. 6-7-1 12-0-014-0.0 19-4-15 26-0.0 27-0-0 1-0.0 6-7-1 5-4-15 2-0-0 5-4-15 6-7-1 5x5 = 4x5 = Camber= 1/4 in 3x6 % 3x10 = 34 = 3x4 = 3x6 c LOADING (psf) SPACING2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.26 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.43 9-11 >719 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.09 7 n/a n/a BCDL 7.0 Code FRC2007/TPI2002 (Matrix -M) Weight: 111 Ib LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-0-3 oc bracing. MiTek recom mends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 12 = 938/03-0 (min. 0-1-8) 15 = 938/03-0 (min. 0-1-8) Max Horz 12 = 34(LC 8) Max Uplift 12 = 268(LC 9) 15 = 268(LC 9) Max Grav 12 = 938(LC 1) 15 = 938(LC 1) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-1760!784, 3-13=-2524/1414, 3-4=-2144/1133, 4-5=-1763/1068, 5-6=-2168/1149, 6-16=-2527/1411, 7-16---1757f789 BOTCHORD 12-14=-78611791, 11-14=-1315/2414, 9-11=-856/1756, 9-17=-131412417, BOTCHORD 12-14=-786/1791, 11-14=-1315/2414, 9-11=-856/1756,9-17=-1314/2417, 15-17=-791/1787 WEBS 3.11=-427/402, 4-11=-182/430, 5-9=-182/448, 6-9=-4121389, 2-12---890/510,12-13=-301/876, 2-14=-1016/385, 7-15=-889/512, 15-16=311/846, 7-17=-983/397 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf, h=15ft; B=48ft; L=48ft; eave=6ft; Cat ll; Exp B; enclosed; MWFRS (all heights) and C -C Extenor(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-M, Exterior(2) 12-0-0 to 14-0-0, Interior(1) 20-9-7 to 27-0-0 zone; cantilever left and right exposed CMCformembersandforces & WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 100 Ib uplift atjoint(s) except Qt --lb) 12=268,15=268. 6) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, Job - Truss Truss Type Qty Ply except as noted. 8618893 B8 HIP TRUSS 1 1 enclosed; MWFRS (all heights); cantilever left and right exposed 2 = 21 (LC 6) Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 2 = -503 C7) Job Reference (optional) —J Pro Build, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:19 2010 Page 1 8-0-0 13-0-0 18-0.0 26-0.0 27-0-0 1-0.0 1 8-0-0 1 5-0-0 5-0.0 6-0.0 3.00 12 6x10 MT20H= Nailed 2x4 11 3 Nailed Nailed 4 Nailed Nailed Nailed 6x10 MT20H = Cam ber = 9/16 in IV 3x6 II 5x12 MT201-1= 3x8 = THJA26 Nailed 3x6 II THJA26 LOADING (psf) SPACING2-0-0 CSI DEFL in (loc)/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.51 9 >611 240 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(Q -1.05 9 >298 180 BCLL 10.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.17 6 n/a n/a BCDL 7.0 Code FRC2007/iP12002 (Matra -M) Weight: 125 Ib LUMBER TOP CHORD 2 X 4 SYP M 31 BOT CHORD 2 X 6 SYP M 26 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 7-10-10 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with BOTCHORD 2-13=-1549/6531,11-13=-1553/6541, 9-11=-1560/6604,8-9=-1561/6604, 8-15=-1553/6540, 6-15=-1549/6530 WEBS 3-11=-101/850, 39=-249/841, 4-9=-566/280, 6-9=-249/842,5-8=-101/850, 12-13---252/157, 14-15=-2521157 Stabilizer Installation guide. NOTES 1) This truss has been checked for uniform roof live load only, REACTIONS (Ib/size) except as noted. 2 = 1909/0-8-0 (min. 0-1-9) 2) Wind: ASCE 7-05; 120mph (3 -second gust), TCDL=4.2psf, 6 = 1909/0-8-0 (min. 0-1-9) BCDL=4.2psf, h=1 61k 6=48ft, L=48ft; eave=6ft Cat II; Exp B; Max Horz enclosed; MWFRS (all heights); cantilever left and right exposed 2 = 21 (LC 6) Lumber DOL=1.60 plate grip DOL=1.60 Max Uplift 3) Provide adequate drainage to prevent water ponding. 2 = -503 C7) 4) All plates are MT20 plates unless otherwise indicated. 6 = -503 LC 5) 'This truss has been designed for a 10.0 psf bottom chord live Max Grav load nonconcurrent with any other live loads. 2 = 1909(LC 1) 6) Provide mechanical connection (by others) of truss to bearing 6 = 1909(LC 1) plate capable of withstanding 100 Ib uplift atjoint(s) except Qt --1b) 2=503,6=503. FORCES (Ib) 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when model was used in the analysis and design of this truss. shown. 8) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Right TOP CHORD Hand Hip) or equivalent at 8-0-6 from the left end to connect 2-12=-6742/1612, 3-12=-6773/1663, truss(es) E8 (1 ply 2 X 4 SYP), R8 (1 ply 2 X 4 SYP) to back 3-4=-7388/1840, 4-5=-7388/1840, face of bottom chord. 5-14=-6772/1664, (>14=-6741/1613 9) Use Simpson Strong -Tie THJA26 (THJA26 on 1 ply, Left Hand BOTCHORD Hip) or equivalent at 17-11-10 from the left end to connect 2-13=-1549/6531, 11-13=-1553/6541, truss(es) E8 (1 ply 2 X 4 SYP), R8 (1 ply 2 X 4 SYP) to back 9-11=-1560/6604, 8-9=-1561/6604, face of bottom chord. 8-15---155316540, 6-15=-1549/6530 10) Fill all nail holes where hanger is in contactwith lumber. 11) "Nailed" indicates 3-104 or 3-12d common wire toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. PDF created with pdfFactory Pro trial version www.pdffactory.com 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-3=-54, 35=-54, 57=-54, 2-6=-14 Concentrated Loads (lb) Vert 3=-106(B) 5=-106(6)10=-02(B) 11=-570(B) 8=-570(B) 16=-106(6) 17=-106(B) 18=-106(B) 19=-106(B) 20=42(B) 21=-42(B) 22=42(B) William M. Ranieri, 0 Job Truss Truss Type Qty Ply loc) 8618893 C2 Jadc-Open Truss 6 1 TC 0.07 Vert(LL) 0.00 8 999 240 Job Reference(optional) r .— . cavy L—, IL — —, .I" —9V - 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) 0.00 8 999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.00 8 999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 7.0 Code FRC2007/rP12002 Matrix -M) Weight: 8 Ib LUMBER TOP CHORD 2 X 4 SYP N0 2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 6 = 133/0-8-0 (min. 0-1-8) 5 = 17/Mechanical 3 = 35/Mechanical Max Horz 6 = 30(LC 9) Max Uplift 6 = 66(LC 9) 3 = 14(LC 9) Max Grav 6 = 133(LC 1) 5 = 23(LC 2) 3 = 35(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=1 i; X B=48R; L=48ft; eave=6f1; Cat II; Exp B; enclosed, MWFRS (all heights) and C -C Exterior(2) zone; cantilever left and right exposed ;C -C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 6, 3. 6)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, Job Truss Truss Type city Ply lox) 8618893 C4 Jack -Open Truss 6 1 TC 0.10 Vert(LL) 0.01 4-7 999 240 Job Reference (optional) 1-o-0 3x4 = LOADING (psf)SPACING 2-0-0 CSI DEFL in lox) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.09 Vert(R) 0.01 4-7 999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a Na BCDL 7.0 Code FRC2007frPI2002 Matrix -M) Weight: 14 Ib LUMBER TOP CHORD 2 X 4 SYP N0 2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 3 = 77/Mechanical 5 = 209/0-0 (min. 0-1-8) 4 = 34/Mechanical Max Horz 5 = 46(LC 9) Max Uplift 3 = 35(LC 9) 5 = 81 (LC 9) Max Grav 3 = 77(LC 1) 5 = 209(LC 1) 4 = 51 (ILC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOTCHORD 5-7=-254/226 WEBS 2-5=-2101251 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15fk B=48ft; L=48ft, eave=6ft; Cat II; Exp B; enclosed; MWFRS (all heights) and C -C Exterior(2) zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3, 5. 6) 'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, P Job - Truss Truss Type Qty Ply loc) 8618893 C6 Jack -Open Truss 6 1 TC 0.24 Vert(LL) 0.06 4-7 999 240 Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:20 2010 Page 1 IM 3x4 = LOADING (psf) SPACING2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.06 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.07 4-7 999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 7.0 Code FRC20071FP12002 Matra -M) Weight: 20 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOPCHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 7-7-14 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS Ob/size) 3 = 119/Mechanical 5 = 292/0-8-0 (min. 0-1-8) 4 = 45/Mechanical Max Horz 5 = 63(LC 9) Max Uplift 3 = 56(LC 9) 5 = 99(LC 9) Max Grav 3 = 119(LC 1) 5 = 29MC 1) 4 = 77(LC 2) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-613/583 BOTCHORD 57=-690/646 WEBS 2-5=-387/402, 56=-777(113, 2-7=-781/791 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft; 8=48ft; L=48ft; eave=6ft; Cat II; Exp B; Genclosed, MWFRS (all heights) and C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 5-10-15 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3, 5. 6) "Semi-rigid pitchbreaks with foxed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, Job Truss Truss Type Qty Ply 4 = 8618893 E6 Jack -Open Truss 1 1 Max Uplift 3 = 62(LC 9) 5 = 105(LC 9) Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon LN s Mar 29 Nlu MIIeK Industries, Inu. Mon Jun 28 08:55i2u 20 10 ray LOADING (psf) SPACING2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 Rep Stress Incr YES BCDL 7.0 Code FRC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP Nc.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOTCHORD Rigid ceiling directly applied or 6-10-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3 = 130/Mechanical 5 = 316/0-8-0 (min. 0-1-8) 4 = 48/Mechanical Max Horz 5 = 68(LC 9) Max Uplift 3 = 62(LC 9) 5 = 105(LC 9) Max Grav 3 = 130(LC 1) 5 = 316(LC 1) 4 = 84(LC 2) FORCES (Ib) Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-756/743 BOTCHORD 5-7=-869/800 WEBS 2-5=-451/436, 5-6=-998/924, 2-7=-1007/1023 3x4 = CSI TC 0.29 BC 0.20 WB 0.00 Matrix -M) NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=4.2psf; h=15ft; B=48ft; L=48ft; eave=6ff; Cat 11; Exp B, enclosed; MWFRS (all heights) and C -C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 6-5-12 zone; cantilever left and right exposed ;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt --1b) 5=105. 6) "Semi-rigid pitchbreaks wth fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard DEFL in (loc) I/defl Ud Vert(LL) 0.08 4-7 >990 240 Vert(TL) -0.09 4-7 >853 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 21 Ib rya's PDF created with pdfFactory Pro trial version www.pdffactory.com William M. Ranieri, PE OW Job Truss Truss Type Qty Ply Max Horz 8618893 E6G Monopitch Truss 1 1 1 = 175(LC 7) 3 = 226(LC 7) Max Grav Job Reference(optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 " Rep Stress Incr NO BCDL 7.0 Code FRC2007/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 6 SYP M 26 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Mi Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1 = 679/0-8-0 (min. 0-1-8) 3 = 813/Mechanical Max Horz 1 = 54(LC 7) Max Uplift 1 = 175(LC 7) 3 = 226(LC 7) Max Grav 1 = 679(LC 1) 3 = 813(LC 1) FORCES (Ib) Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf, BCDL=4.2psf; h=15ft, B=48fk L=48ft; eave=6ft; Cat. II; Exp B; enclosed, MWFRS (all heights), cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 6-6-8 220 s Mar 29 2010 MI I ek In dustnes, Inc. Mon Jun 28 08:55:21 2010 Pagel 20 11 CSI DEFL in (loc) I/defl L/d TC 0.52 Vert(LL) -0.13 3-5 >580 240 BC 0.59 Vert(TL) -0.27 3-5 >288 180 WB 0.00 Horz(TL) 0.01 3 n/a n/a Matrix -M) 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Qt=1b) 1=175,3=226. 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Use Simpson Strong -Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-7-4 from the left end to 4-7-0 to connect truss(es) G2 1 ply 2 X 4 SYP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: l -2= -54,l -3=-l4 Concentrated Loads (lb) Vert: 6=-529(F) 7=-529(F) PDF created with pdfFactory Pro trial version www,pdffactory.com 2x4 II PLATES GRIP Weight: 27 Ib Camber= 1/8 in William M. Ranieri, Jab Truss Truss Type Qty y 8618893 E8 Jack -Open Truss 6 1 TF J 3 = 160(LC 1) 5 = 378(LC 1) 4 = Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stress Incr YES BCDL 7.0 Code FRC20071TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-9-8 oc bracing. M7ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3 = 160/Mechanical 5 = 378/0-8-0 (min. 0-1-8) 4 = 56/Mechanical Max Horz 5 = 81 (LC 9) Max Uplift 3 = 78(LC 9) 5 = 119(LC 9) Max Grav 3 = 160(LC 1) 5 = 378(LC 1) 4 = 102(LC 2) FORCES (Ib) Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1185/1047 BOTCHORD 5-7=-1217/1267 WEBS 2-5=4>42/547, 6-7=-113/273, 5-0=-1536/1582, 2-7=-1713/1584 3.00 12 3x6 = CSI DEFL in (loc) I/dell Ud TC 0.43 Vert(LL) 0.14 4-7 >686 240 BC 0.29 Vert(rL) -0.20 4-7 >477 180 WB 0.00 Horz(TL) 0.01 2 n/a n/a Matrix-" NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft B=48ft; L=48ft; eave=6ft Cat II; Exp B; enclosed, MWFRS (all heights) and GC Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 7-11-0 zone; cantilever left and right exposed ;" for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 31 ?his truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt --1b) 5=119. 6)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:212010 Page 1 PLATES GRIP MT20 244/190 Weight: 26 Ib Camber= 1/8 in PDF created with dfFactor Pro trial version www.lpdffactorv.comPYY William M. Ranieri, PE Job Truss Truss Type city Ply 8 = 8618893 G Common Truss 3 1 Max Uplift 10 = 154(LC 9) 13 = 118(LC 9) Job Reference(optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 29 2011 MiTek industries, Inc. Mon Jun 28 08:55.222010 rage i 1-0-0 58-08-0-0 10-4-0 1&-0.0 _ 17-0-0 1-405-8-0 i 2-40 I 2-4-0 58-0 1-0-0 Camber= 1/8 in 3x6 = 2x4 II LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.16 9-12 >764 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(R) -0.23 9-12 >539 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 6 n/a n/a BCDL 7.0 Code FRC2007/rP12002 (Matra -M) Weight: 55 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACI NG TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-2-14 oc bracing: 10-12. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 10 = 488/0-8-0 (min. 0-1-8) 13 = 341/0-8-0 (min. 0-1-8) 8 = 367/0-8-0 (min. 0-1-8) Max Horz 10 = 21 (LC 7) Max Uplift 10 = 154(LC 9) 13 = 118(LC 9) 8 = 91 (UC 9) Max Grav 10 = 488(LC 1) 13 = 341(LC 1) 8 = 367(LC 1) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1303r739, 3-11=-535/290, 3-4=-479/318, 4-5=-506/338, 514=-518/297, 6-14=-416/220 BOTCHORD 10-12=472/1371, 9-12=-210/476, 8-9=-2101476, BOTCHORD 10-12=-772/1371,9-12=-210/476, 8-9=-210/476, 8-15=-210/476, 1315=-211/419 WEBS 2-10=-690/445, 10-11=-857/1433, 2-12=-1573/948,6-13=-299/260 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust), TCDL=4.2psf; BCDL=4.2psf, h=15ft; B=48ft; L=48ft, eave=6ft; Cat II; Exp B. enclosed; 'MWMFRS (all heights) and C -C Extedor(2) -1-0-0 to 39-10, Interior(1) 39-10 to 8-0-0, Exterior(2) 8-0-0 to 12-9-10 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except Ot=1b) 10=154, 13=118. 5) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com Id William M. Ranieri, P Job Truss Truss Type city Ply loc) 8618893 G2 Common Truss 3 1 TC 0.34 Vert(LL) 0.09 5-8 999 240 Job Reference(optonal) ProBuild, Lady Lake, FL 32159, C SYiilwaggon 4x6 = 220 s Mar 29 1010 MI eK Inauslnes, mc. Mon Jun 28 08:55:[[ 210 rage 1 Camber= 1/16 in 3x6 = 3x6 = 8-0-0 160-0 8-0-0 60-0 Plate Offsets (X,Y): [2:0-1-4,0-0-2],[4:0-1-4,0-0-2] R LOADING (psf) SPACING2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.09 5-8 999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.16 5-8 999 160 BCL[ 10.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.02 4 Iva r a BCDL 7.0 Code FRC2007/iP12002 Matrix -M) Weight: 53 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-15 oc pur ins. BOTCHORD Rigid ceiling directly applied or 6-9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 6 = 543/Mechanical 9 = 599/0-8-0 (min, 0-1-8) Max Horz 9 = 28(LC 8) Max Uplift 6 = 137(LC 9) 9 = 182(LC 9) Max Grav 6 = 543(LC 1) 9 = 599(LC 1) FORCES (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-1 0=-1 299f756, 3-10=-1090/575, 3.7=-1090/585,4-7=-1320/820 BOT CHORD 9-11=-800/1352, 5-11=-492/1013, 5-8=-492/1013,6-8=-86811384 WEBS 3-5=0/264, 4-6=-575/373, 7-8=-250/265, WEBS 3-5=0/264, 4-6=-575/373, 78=-250/265, 6-7=-731/1056, 4-8=-1172/804, 2-9=894/464, 9-10=-714/1062, 2-11=-1189/788 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15fk B=48ft; L=48ft; eave=6ft: Cat II; Exp B; enclosed; MWFRS (all heights) and CC Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 8-0-0, Exterior(2) 8-0-0 to 12-9-10 zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 'This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except at --lb) 6--137,9=182, 6) "Semi-rigid pitchbreaks with foxed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with dfFacto Pro trial version www.pdffactory.comPrY William M. Ranieri, PE Job Truss Truss Type Qty Ply 8618893 GX Common Truss 1 1 IMP tional ProBuild, Lady Lake, FL 32159, C Stillwaggon 8-0-0 4x4 = 220 s Mar 29 2010 Mil ek Inoustnes, Inc. Mon Jun 28 08:b523 2010 Page 1 17-0-0 3x4 = 14 13 12 11 10 3x4 = LOADING (psf)SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10.0 ' Rep Stresslncr YES BCDL 7.0 Code FRC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-0-0. lb) - Max Horz 2= -22(LC 7) Max Uplift All uplift 100lb or less atjoint(s) 2, 8, 12 except 13=-112(LC 1), 14=-109(LC 9), 11=-112(LC 1), 10=-109(LC 9) Max Grav All reactions 250 Ib or less atjoint(s) 2, 8, 12, 13, 11 except 14=421 (LC 1), 10--421 (LC 1) FORCES (lb) Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 314=-302/432,7-10=-302/432 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. CSI DEFL in (loc) I/defl Ud TC 0.28 Vert(LL) 0.01 9 n/r 180 BC 0.17 Vert(Q 0.02 9 n/r 180 WB 0.06 Horz(rL) 0.00 8 n/a n/a Matrix) Wind(LL) 0.00 9 n/r 120 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=1511; B=48ft; L=48ft; eave=2ft; Cat Il; Exp B; enclosed; MWFRS (all heights) and GC Corner(3) -1-0-0 to 3-9-10, Exterior(2) 39-10 to 8-0-0, Corner(3) 8-" to 12-9-10 zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 2, 8, 12 except Qt --1b) 13=112, 14=109, 11=112, 10=109. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard PDF created with pdfFactory Pro trial version www.pdffactory.com PLATES GRIP MT20 244/190 Weight: 62 Ib Id William M. Ranieri, Job Truss Type Oty Ply 7 = 312/Mechanical Flu Jack -Partial Truss 1 1 Max Uplift 9 = 128(LC 7) 4 = 106(LC 7) Job Reference (optional) ProBuild, Lady Lake. FL 32159, G btillwaggon r.zzu s mar N ry m r ec nuuou .ca, ...v, w u uun co uo.w.w cu 1-5-0 5414 9-3-0 5-4-14 3-142 - 3x6 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 10 * 0 ' Rep Stress Incr NO BCDL 7.0 Code FRC2007/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0 2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 9 = 438/0-10-15 (min.0-1-8) 4 = 199/Mechanical 7 = 312/Mechanical Max Hoe 9 = 69(LC 7) Max Uplift 9 = 128(LC 7) 4 = 106(LC 7) 7 _ 13(LC 7) Max Grav 9 = 438(LC 1) 4 = 199(LC 1) 7 = 312(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-866/0, 3-10=-869/262 BOTCHORD 9-11=0/872,8-11=-289/855 WEBS 3-8=-878/296, 2-9=-418/95, 9-10=0/745, CSI DEFL in (loc) I/defl Ud TC 0.40 Vert(LL) -0.15 8-11 >741 240 BC 0.59 Vert(rQ -0.34 8-11 >325 180 WB 0.21 Horz(TL) 0.01 7 n/a rda Matrix -M) WEBS 3.8=-8781296, 2-9=-418/95, 9-10=0!745, 2-11=-796/0 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust), TCDL=4.2psf, BCDL=4.2psf, h=15ft; 8=48ft; L=48ft; eave=6fk Cat II; Exp B; enclosed; MWFRS (all heights), cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 7 except Ot=1b) 9=128, 4=106. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 7) "Nailed" indicates 3-10d or 2-12d common wire toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-9=-14 Concentrated Loads (Ib) Vert: 12=38(F=19, B=19) 13=-07(F=-23, B=-23) 14=-129(F=-65 B-65) 15=-7(F=-3, B=-3) 16=-40(F=-20, B=-20) 17=-62(F=-31, B-31) PDF created with pdfFactory Pro trial version www.pdffactory-com PLATES GRIP Weight: 36 lb Camber= 3/16 in William M. Ranieri, Job - Truss Truss Type Oty Ply Max Horz 8618893 R8 Diagonal Hip Girder 2 1 7 = 126(LC 7) 9 = 154(LC 7) Max Grav Job Reference (optional) ProBuild, Lady Lake, FL 32159, C Stillwaggon 7.220 s Mar 29 2010 MiTek Industries, Inc. Mon Jun 28 08:55:24 2010 Page 1 1-5-0 6-311 11-3-0 1-5-0 1 6-311 4-5-6 tam ber= 1/16 in 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.06 8-11 -999 240 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 8-11 >999 180 BCLL 10.0 ' Rep Stress Incr NO WS 0.35 Horz(TL) 0.02 7 n/a n/a BCDL 7.0 Code FRC2007lrP12002 (Matrix -M) Weight: 46 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordancewith Stabilizer Installation guide. REACTIONS (Ib/size) 7 = 542/Mechanical 9 = 536/0.10-15 (min. 0-1-8) Max Horz 9 = 80(LC 7) Max Uplift 7 = 126(LC 7) 9 = 154(LC 7) Max Grav 7 = 542(LC 1) 9 = 536(LC 1) FORCES (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-10=-1006/131, 3-10=-1271/229 BOTCHORD 9-11=-163/1006, 8-11=-267/1234, 7-8=-267/1234 WEBS 3-8=0/262, 3-7=-1217/261, 2-9=-491/152, 9-10=-76/444, 2-11=-493/55 WEBS 38=0/262, 3-7=-1217/261, 2-9=491/152, 9-10=-76/444,2-11=-493/55 NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-05; 120mph (3 -second gust); TCDL=4.2psf; BCDL=4.2psf; h=15ft; 8=48ft; L=48ft; eave=6ft; Cat II; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) "This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt --1b) 7=126, 9=154. 6) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) "Nailed" indicates 3-10d or 2-12d common wire toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-14, 6-9=-14 Concentrated Loads (lb) Vert: 12=38(F=19,8=19)13= -47(F=-23, B= -23)14=-129(F=-65 8=-65) 15=-7(F=-3, B=-3) 16=-40(F=-20, B=-20) 17=-62(F=-31, B=-31) PDF created with pdfFactory Pro trial version www.pdffactor\/.com William M. Ranieri, P CITY OF A`FORD yr D JLJL_ 2010 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION RE_a Application No: 1 D ` 1 q qo Documented Construction Value: $ a$3 Job Address: _a3)3 pf rt) Ce I °' qv,-- Historic District: Yes No Parcel ID: (96 - do `3I - TD- r?GO-Qo O Zoning: Description of Work: I boK n,4ic„1``1 l°y rico &41,X4`, Pao Aoo T pock Plan Review Contact Person: P;ph'aqe Title: )q'5/ -S L Phone: 3q- IJE-30577 y 110 Fax: 110'1 1 b'” —'00 E-mail: Property Owner Information Name n'1 % fG' r ` v Lf Phone: Street: 1 qo3 ft) cd rz .dr 5-ia3 Resident of property? City, State Zip: Sqn -6r`{ A 3 ZT) I Contractor Information Name _r'" — CN Y Phone: qoo- 053- .3 -SJO k 1 16 q Street: 30 LJ >+ D vc Fax: - - City, State Zip: --S r)mss 3a H State License No.: EC03--o700 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit 1 Square Footage: 13 OQ Construction Type: No. of Dwelling Units: Flood Zone: Electrical IBJ New Service - No. of AMPS: Mechanical 11 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. of Owner/Agent Date Signature of Contractor/Agent Date X anc( Oovkvt _a Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Print Contractor/Agent's Name Signature of tateofFlor Date/ CAR LYN MORGAN g ^* MY COMMISSION # DD 621907 EXPIRES: December 13, 2010 JFor FroBonded Thru Budget Notary Services Contractor/Agent is __V_ Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: tec4rical Contractors, lna. P.O. BOX 160849 • Altamonte Springs, FL 32716-0849 430 West Drive • Altamonte Springs, FL 32714 • Phone: (407) 788-3500 Building Contractor: MILLER CONSTRUCTION Date: 07/07/2010 Address: 8241 VIA BONITA City and State: SANFORD, FL. 32771 We hereby propose to furnish all labor and material necessary to provide the electrical installation for the above -referenced project described below, and in accordance with the terms of contract set forth on the reverse side hereof Model: 1045 SQ. FT. Lot: _ Street: 2513 PRINCETON ST. A Subdivision: SANFORD City or County: SEMINOLE COUNTY WIRING SHALL BE DONE AS PER THE FOLLOWING SCHEDULE: r I UN Iii 87 :t" o Light Outlets 9 Wire for Disposal := S -P. Switches 0 Bath Fan & Light Combos 0 3 -way Switches 0 Wire for Hood 0 4 -way Switches 0 Furnish Roof Cap & Duct 36 Duplex Wall Receptacles 9 Wire for Microwave 3 W/P Receptacles 1 Dryer Outlet NO Vent 1 Water Heater Outlet I Wire for Chime & Pushbutton 9 Range Outlet 1 Garage Door Opener Q Cooktop Outlet 0 Security System Outlet Oven Outlet 0 Wire for Paddle Fan & Install0 0 Jenn .Air 0 Furnish Bath Fan & Vent thru Roof 1A/C Unit 2 -Ton 0 Pool Light & Filter- Stub out only A/C Unit ` 0 Pool Light & Filter - Complete Wiring Electric f=urnace 5 -Kw 0 Lamp Post Outlet Wiring1_ Electric Furnace 0 Sprinkler System Timer Outlet 0 Wire for ECU Unit 1 TV Outlet -- cc -ax cable 9 Phone Cutlets Cat 5 4 Smoke Detectors 1 Wire for Dishwasher 0 Floor Outlets 0 Flo Strips 0 Whirlpool Tub G 4' Wrap Around Flo 0 Recessed Shower Fixture 0 Recessed Closet Fixture 0 Recessed Eyeball Fixture 0 , Recessed Hi -Hat Fixture 0 Wire/Furnish Double Flood Fixture 1 Pailchain 4 Paddle Fan Outlot Type of Service: 1 -12.5 Amp Underground Install fixtures furnished by Owner/Builder: ' Also Included is: FURNISH PHONE JACKS. BATH FANS AND ALLVENTING BY OTHERS, OPT. TO HANG PACDLE FANS ON TRIM ADD $ 65.00 FOR EACH. OPT. SECONDARY FROM METER BASE TO POWER COMPANY TRANSFORMER. FURNISH TAMPER PROOF OUTLETS AND ARC -FAULT PROTECTION BREAKERS PER CODE. _ The price for the project described above wilt be: $2,828 Payable on the following terms: $2,129 (Due upon completion of rough wiring) 707 (Due upon completion of trim) AND CONDITIONS CONTAINED IN THE REVERSE SIDE HEREOF >> TRI -CITY ELECTRICAL CDONTRACTORS, INC. 0000981 Residential Estimator r 0c, 9 13' v _ CITY OF SANFORD UILDING & FIRE PREVENTION JUN Z'J PERMIT APPLICATION Application No: -- ® Documen C ns'tr., ctioln N lue- 2 7 Job Address: / is&ric District: Yes No 10/ Parcel ID: Zoning: n Description of Work: t' l?//fi4/f l K Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name /j,¢ f'-?q/R, j/ f; _ Phone: Street: /j/d3 9 z d /ek, n1 _ +jtesident of property? City, State Zip:iQ- Contractor Information Name %-s/i Q r i/.31,t%G Phone: Zld 7 31r 3 7S31 Street: A ,fid X f !l I Fax: t{01 7 3113 9117S'' - City, State Zip: / 5 rr li`l Z 7 ? State License No.: 6-C1 ,7 1 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Foy+age: Construction Type: C -tic/ 5No. of Stories: No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service — No. of AMPS: New Construction - No. of Fixtures: z Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated_ I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: Signature ofco}nttracctoor/,/Agent Date W v,4 Print Contractor/Agent's Name D"."AZ Ito Signature of Notary -State of Florida Date Contractor/ Produced D BUILDING: or Ai . , ADVANTAGE PLUMBING, INC. PO Box 1117 Sanford, FL 32772-1117 407-323-7515 Fax: 407-323-8954 PROPOSAL Page No. of Pages PROPOSAL SUBMITTED TO: I PHONE: DATE: NAME: Curtis Miller Construction 8241 Via Bonita Sanford, FI 32771 We hereby submit specifications and estimates for: 2 Mansfield, Round White Water Closets 2 Mansfield, Round White China Lays 1 Dayton Double Bowl S/S Kitchen Sink 1 Bootz White Steel Tub 140 Gal Elec Water Heater 1 Laundry Box 1 Ice Maker Line Hook Up Owner Provided Dishwasher Sewer and Water Service Moen Chrome Chateau Valves Job Name: 2513 Princeton Ave Sanford, FI We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Two Thousand Seven Hundred and Fifty dollars s 2,750 with payment to be made as follows: 30% upon completion of rough in: 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigns' ACCEPTANCE OF PR The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. 4_"fr niV S A F U"R D hx CITY OF SANFORD BUILDING & FIRE PREVENTION MAY 1 2010 PERMIT APPLICATION 9 3 Application No: _--1— L -l_ 1_.._ - V cnn...---."-- Job Address: 51 s ®rie District: Yes Nos- — _ Parce! _ 'U X1Zoning: Description of Work: Iv GW Plan Review Contact Verson: Title: Phone:_ __ 11-S -1 o,c . ,rr, e Pvoperty Owner Information Nine. -phcsne: _ --- Str ee :A Resident of property?: f'i`t Stats zip:\\j+ 0-C>._P-V._3Z-11 FF SWEe zi. Mate L,ieense No.: CSG 12` 15(r r' ,rrchitectlEngineer Information l N21me: ''l_ "'!4 - - --- —__ 'hone: Q. ?4,_ j-- ------ W-Ay, W-rty, Vit., Grp: 32`1 E-mail: Bondi,ir /d 2f %%ji?<or°t ;etcnster: address:_ ? 27 0.9 address: Building Permit 0 Square Footage: -A"--'_ No. of Dwelling Units: PERIWIT INFORMATION onstruetion 'ripe: _. ._ No. of Stories: Flood Zone" Electrical 11 01C, New Service - No. of AMPS:.--. Q _ Mechanical l {Duce, layout required for n,:,vv syste.inrs'I l-e(_A d 7 J m J_ Plumbing 1' New Construction -Ivo of Fixt ;s: ---40 Fir:F, Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE, TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RE(:t:61[ I)ED AND ."OSTED ON THE JOB SITE REFORM. THE FIRST INSPECTION.. IF YOU INTEND TO OBTAIN FINANCING, CONSIJLT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTI(-1E OF COMMENCEMENT. NOTICEE: In addition to the requirements of this permit:, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida 1_,ien Law, FS 713. The City of Samford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a pian review charge. If the, executed contract is not submitted, we reserve the right to calculate the plarl meview fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 17 ,--' Sisnat of Q u.4eeni ?date -- - --- PrintOw-,ler/Agent'sName — --- ---------- Signature of Notary -State of Flo da a e oW pv, Notary Public State of Florida Teresa Savino a My Commission DD922319 s oro Expires 09/02/2013 Owner/Agent is Personally Known to Nle or Produced ID Type of ID L br. L-(C?1 Se' APPROVALS: ZONING: COMMENTS: Rev I I.09 UTILITIES: Signature ogs'' OU Notary Public State of Florida p ^ Teresa Savino My Commission DD922319 dor r "y re'' 09/02/2013 Contractor/ Agent is Personally Kno n to Nie of- Produced r Produced ID Type of ID F-& WAS',VE WATER: ENGINEERING: --_-----.------_- FIRE: — -- BUILDING:— /O t Se;pmole County Property Appraiser Get Information by Parcel Number Page 1 of 1 aRCEL DETAIL N lt, a DAVID JOHNSON, CFA. ASA PROPERTY APPRAISER, TSEMINOLECOUNTY FL. 1101 E. FIRST ST SANFORD. FL 32771 -1468 407-665-7506 g _21 22A 24 35 v 2 DSm 7 a 11 D m S m e 9 - 11 12 VALUE SUMMARY VALUES 2010 Working 2009 CertifiedGENERAL Value Method Cost/Market Cost/MarketParcelId: 06-20-31-502-0700-0080 Number of Buildings 0 1Owner: MAYFAIR CIR LLC Depreciated Bldg Value $0 53,876MailingAddress: 1403 MEDICAL PLAZA DR STE 100 Depreciated EXFT Value $0 0City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $13,950 19,530PropertyAddress: 2513 PRINCETON AVE Land Value Ag $0 0SubdivisionName: PALM TERRACE Tax District: S1-SANFORD Just/Market Value $13,950 73,406 Exemptions: Portablity Adj $0 0 Dor: 00 -VACANT RESIDENTIAL Save Our Homes Adj $0 0 Assessed Value (SOH) I $13,9501 73,406 Tax Estimator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 13,950 $0 13,950 Schools 13,950 $0 13,950 City Sanford 13,950 $0 13,950 SJWM(Saint Johns Water Management) 13,950 $0 13.950 County Bonds 13,950 $0 13,950 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 05/2010 07384 1336 $11,000 Improved Yes 2009 VALUE SUMMARY WARRANTY DEED 03/1992 02399 0459 $100 Improved No 2009 Tax Bill Amount: 1,432 WARRANTY DEED 11/1990 02247 0837 $35,600 Improved Yes 2009 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED09/1988 02000 1702 $38,500 Improved Yes QUITCLAIM DEED 09/1988 02000 1701 $100 Improved No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH 60 125 .000 250.00 $13,950 LEG S 45 FT OF LOT 8 + N 15 FT OF LOT 9 BLK 7 PALM Permits TERRACE PB 4 PG 82 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/weblre_web.seminole county_title?PARCEL=06203150207000080... 6/15/2010 0. w4w.sunbiz.org - Department of State Pagel of 2 Document Images 04/20/2010 -- ANNUAL REPORT View image in PDF format http://www. sunbiz.orglscriptslcordet. exe?action=DETFIL&inq_doc_number=L080000907... 6/15/2010 Home __ Contact Us - E -Filing Services"" - -- Document Searches Forms Help --_-- Previous on List Next on List Return To List Entity Name Search No Events No Name History Submit Detail by Entity Name Florida Limited Liability Company MAYFAIR CIRCLE LLC Filing Information Document Number L08000090726 FEI/EIN Number 263433211 Date Filed 09/24/2008 State FL Status ACTIVE Effective Date 09/24/2008 Principal Address 1403 MEDICAL CENTER DR SUITE 100 SANFORD FL 32771 US Mailing Address 1403 MEDICAL CENTER DR SUITE 100 SANFORD FL 32771 US Registered Agent Name & Address STRINGER, NEIL 1403 MEDICAL CENTER DR SUITE 100 SANFORD FL 32771 US Manager/Member Detail Name & Address Title MGRM STRINGER, NEIL 1403 MEDICAL CENTER DR STE 100 SANFORD FL 32771 US Annual Reports Report Year Filed Date 2009 01/07/2009 2010 04/20/2010 Document Images 04/20/2010 -- ANNUAL REPORT View image in PDF format http://www. sunbiz.orglscriptslcordet. exe?action=DETFIL&inq_doc_number=L080000907... 6/15/2010 www.sunbiz.org - Department of State 01/07/2009 -- ANNUAL REPORT View image in PDF format 09/24/2008 -- Florida Limited Liability; View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List No Events No Name History Home I Contact us I Document Searches I E -Filing Services I Forms I Help Copyriqht and Privacy_ Policies Copyright © 2007 State of Florida, Department of State. Page 2 of 2 Entity Name Search Submit http://www.sunbiz.org/scriptslcordet.exe?action=DETFIL&inq_doc_number=L080000907... 6/15/2010 t 0- tLjq0 i', x VOW G. V1,01TICE ()F CONINIENCENIEN111" Wiany WAS* 1 Q undwilned is r hy notice, dhat YAH be imWt io cermin real proper, and hi accardanne wah (taper 7 13. Fk,,,cicla. Statutes, thf-.! Riho-x4lg VIOnwaWn is IwAked in Ads Wce of CAnunwNTaterit 1. 1W.-MmAl— 10iownyl (Ing'ale"M . udwn of.55 poput"', rtvi Street ad I )III it fit If 1111111111 oil 11111 If 11111111 If 11111111 If III 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY RK 07381 Pq 0778; Qg) CLERKIS # 2010055712 RECORDED 05/14/2010 04:1021 ISM RECORDING FEES 10.00 RECORDED BY T Smith if,available) 21_1_,__, k o Name and add mw of Be Mon OtlehWdur of whu don Wmerf: Nfmnz: iol le nurl ther: A I " O- fflkT Q. Pemons "Ahk the State of Florida delgnmed by Owner upon wl-,oninotices or other docwrel jakwhiad by Section 7j,jj]0XaQ Florida Wumv WkW 4010M 10 in. in addkoin to himsdf or hcrseff, receive r; co, Wk providid 4 Sb ckm 2jQTC) yQ Fl:)rida Statute PNw2 EumNo of peson or unti,,'%deli gIlaveul 1.,1y o-vvrler: A uykawu We of nutice of comnwnce.noer.,t (.,.Iffie r..,Xpila,iion dWe 1 1 yNn Qn-iflihe dat,.' Wreco.rding url!cs,, ;' li ! ,!nO i,pts.J 11o'cl 1'__,4WNEW ANY PANNIENTS NVEW BY THE OWNER WTER THE '?-_."X:,P1RA'T1ON OF My! KV OF IT,_!PRCWER PAYNii:.r,IT'SCJI,`,IDI:,.P, _R 711 PAVI i, 1..()R1DA STATUTESaMIli CATRESULT HQ YCTIR PAYRT5 TANCE FOR JMPROVEMGNV A '0 /1 i'vil _10010441 jST BE RECORDEE) ANIE.) POS]"FAk 0 1",." OFF HAQOREVF. TV?[ I'C)OBTAQ4 Ff?qA1QC1A1G,(30NSLj11 VOW VNI ATTORNEY BEFORE 'VOUR 7 A11F wnl me so du of b), tAjafllf,, Of pemom) as (t PC CA' irfia,t) fo- (11'3ir. QW 01 11,strulrien vas Lxectlted) Notary Public State of Florida Teresa Savino My Commission DD922319 xpi,es 09/02/2013 TYFZ- OR Prod ace, Idendfictiorl pe of 1donlification MAW QW.00 rusums to SeN01 Wida WAusy LWar pnnaltie.s of perjury, I dec.lure that I havu read the ArepAy wid Ow a0!c'd in it arcb;flie:,* W179 t Y41 P CEO.gm, "umve, h, rain AbDR. W&A w 5/11/10 11:09 AM OMB No. 2502-026 A. U.S. Department of Housing B. Type of Loan and Urban Development 1. [ J FHA 2. [ ] FMHA 3. [ ] Conv. Unins. 4. [ ] VA 5. [ J Conv. Ins. U 1 6. File Number 7. Loan NumberOMMT T104498 Settlement Statement 8. Mortgage Ins. Case No. C. Note: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked ("POC") were paid outside the closing: they are shown here for information purposes and are not included in the totals. D. Name of Borrower: PRINCETON AVENUE, LLC, by it's managing member, Suzanne Stringer E. Name of Seller: DAN R. HALL F. Name of Lender: G. Property Location: Lot 8, Block 7, PALM TERRACE FF ICE2513PRINCETONAve., SANFORD, FL 32773 H. Settlement Agent: PGA TITLE, INC. (407) 302-6681 TIN: Place of Settlement: 115 Timberlachen Circle, Suite 2005, Lake Mary, FL 32746 I. Settlement Date: 5/12/2010 Proration Date: 5/12/2010 100. Gross amount due from borrower: 400. Gross amount due to seller: 101. Contract sales price 117000.00 401. Contract sales price 11,000.00 102. Personal property 402. Personal property 103. Settlement charges to borrower (line 1400) 727.00 403. 206. 104. 404. 507. 105. 208. 1405. 106. City/town taxes 406. City/town taxes 107. County taxes 407. County taxes 108. Assessments 408. Assessments 109. 505. 409. 206. 110. 410. 507. 111. 208. 411. 112. 509. 412. 120. Gross amount due from borrower: 1 11,727.00 420. Gross amount due to seller: 11,000.00 201. Deposit or earnest money 1,000.00 501. Excess deposit (see instructions) 202. Principal amount of new loan(s) 502. Settlement charges to seller (line 1400) 2,276.78 203. Existing loan(s) taken subject to 503. Existing loan(s) taken subject to 204. 504. Payoff of first mortgage loan 205. 505. Payoff of second mortgage loan 206. 506. 207. 507. 215. 208. 508. 209. 509. 516. 210. City/town taxes 510. City/town taxes 211. County taxes 1/1/2010 to 5/12/2010 97.62 511. County taxes 1/1/2010 to 5/12/2010 97.62 212. Assessments 512. Assessments 213. 513. 214. 514. 215. 515. 216. 516. 217. 517. 218. 518. 219. 519. 220. Total paid by/for borrower: 1,097.62 520. Total reduction in amount due seller: .2..374.40 301. Gross amount due from borrower (line 120) 11,727.00 601. Gross amount due to seller (line 420) 11,000.00 700. 701. 702. Total sales/broker commission Division of commission (line 700) as follows. Paid From Borrower's Funds at Settlement Paid From Seller's Funds at Settlement 703. Commission paid at settlement 704. items rei{ulred byalender to be paid in advance Interest from 902. 800.: itemspayable'n,cpnnecGonrovlth.`Idan 903. 801. Loan origination fee 904. 802. Loan discount 905. 803. Appraisal fee 1000 ;° 1001. 804. Credit report 1002. 805. Lender's inspection fee 1003. 806. Mortgage insurance application fee 1004. 807. Assumption fee 1005. 808. 1006. 809. 1007. 810. 1008. 811. 1009. 814. Yield Spread Premium 815. 900 901. items rei{ulred byalender to be paid in advance Interest from 902. Mortgage insurance premium for 903. Hazard insurance premium for 904. 905. 1000 ;° 1001. R;serves deposfted,wlth,tlofider Hazard insurance 1002. Mortgage insurance 1003. City property taxes 1004. County property taxes 1005. Annual assessments (maim.) 1006. Flood Insurance 1007. 1008. 1009. Aggregate Adjustment 1100. 1101. Trtte charges Settlement or closing fee to PGA TITLE, INC 250 00 1102. Abstract or title search to PGA TITLE, INC 17rIX 1103. Title examination 1104. Title insurance binder 1105. Document preparation 1106. Notary fees 1107. Attorney's fees to includes above items no.: 1108. Title insurance to PGA TITLE, INC. 100.00 includes above items no.: 1109. Lenders coverage 1110. Owner's coverage 11,000.00 $100.00 1111. 1112. Florida Form 9 1113. Shipping & Handling to PGA TITLE, INC. 50.00 1114. Document Storage/Archive to FLAGLER DOCUMENT & IMAGING STORAGE, I 4-1 00 1200 , Government recording aric`1-Erans£et charges `•,,,.. i'•- 1201. Recording fees: Deed $10.00 Ter $20.00 30.00 1202. City/county tax/stamps: 1203. State tax/stamps: Deed $77.00 77.00 1204. 1205. 1206. 1300,-AddiEionatselttementiiwilaiges 1 :. .tut c 1301. Survey 1302. Pest inspection 1303. 1304. Payoff CID to State of Florida Dispursement Unit 2.276.78 1305. 2009 Taxes Paid - 11/17/2009 to Seminole County Tax Collector POCS 1374.78 1400. Total settlement charges (entered on lines 103, section J and 502, section K) 727.00 2,276.78 CERTIFICATION: I have carefully reviewed the HUD -1 Settlement Statement and to the best of my knowledge and belief, it is a true and accurate statement of all re and disbursements made on my account or by me in this transaction. I further certify that I have received a copy of HUD -1 Settlement Statement. PRINCETON AVENUE, LLC, by it's managing member, Suzanne Stringer DAN R. HALL To the best of my knowledge, the HUD -1 Settlement Statement which I have prepared is a true and accurate account of the funds which were received and have been or will disbursed by the undersigned as part of the settlement of this transaction. PGA TITLE, INC. Date WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment. For details see: Title 18: U.S. Code Section 1001 and Section 1010. BOUNDARY SURVEY PROPERTY DESCRIPTION: THE SOUTH 45 FEET OF LOT 8 AND THE NORTH 15 FEET OF LOT 9, BLOCK 7, PALM TERRACE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE(S) 82-83, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FOUND OFFICE3/4" LP. ND I.D. 11WCORNER LOILOT 5 LOT 21 LOT 6 BLOCK 7 BLOCK 7 I I co. LOT 7 C-) ^ Q BLOCK 7 LOT 22 Q `cm W BLOCK 7 w `?o .® t 0 0 00 am PART OF LOT 8 p W BLOCK 7 (NOT INCLUDED) 0o I c FOUNDFOUND "X" O oo w z CUT IN NO. z 0.4'-_1 NO I.D. ALSO - FOUND —_ 5/8" I.R. O NO I.D. 0,45' N0 CORNER CONC E. \0 DRIVE v I W CENTERLINE In PAVEMENTFLEV-41T33' 0 0 0- 0 Z 00'00"W 10.00' FOUND 2"CLF POS ON CORNER O NOL D. o CN. FACE OF Dj OAK TREE) I") W 0 0 z N90'00'00"E 128.00' TBM2 SET 60d NAIL IN 0 30'* OAK ELEV.=51.93' S. 45' OF LOT 8 BLOCK 7 VACANT LOT 12a.00' N. 15' TBMi SET 60d NAIL IN OF LOT 9 24" OAK ELEV.=51.66BLOCK 7 N90'00'00"E 128.00'(P&M) i PART OF LOT 9 BLOCK 7 (NOT INCLUDED) N90°00'00"E 128.00' PALM DRIVE 90' R/W) LOT 10 BLOCK 7 N90°00'00"E 316.0' (P) 316.08'(M) 2" I.R. N O I D. NO I.D.I.RNO . O0 u7 o I LOT 25 BLOCK 7 W W\ V FOUND 4"X4" C.M. NO I.D. LOT 23 BLOCK 7 LOT 24 - BLOCK 7 Q = UTILITY POLE LEGEND: IN WELL BOX O = SET 1/2" I.R. & CAP PSM y 7020 FOUND PROPERTY CORNER C = CALCULATED CONCRETE E = FOUND CONCRETE MONUMENT C. M. = CONCRETE MONUMENT WELL CNA = CORNER NOT ACCESSIBLE CONC. = CONCRETE LB. = LAND SURVEYING BUSINESS GAS METER COV. COVERED M = MEASURED BRICK GUYWIRE CPP = GONG. POWER POLE P = PLAT D = DESCRIPTION RES. = RESIDENCE FIRE HYDRANT D/B/A = DOING BUSINESS AS R/W = RIGHT OF WAY CENTERLINE D. E. = DRAINAGE EASEMENT S/W = SIDEWALK 0' BSL D.U.E. = DRAINAGE & UTILITY EASEMENT T, 0. = TOP OF BANK BUILDING SETBACK LINE E.O.P. = EDGE OF PAVEMENT T. X. = ELECTRIC TRANSFORMER BOX X—X—X X—X—X- = METAL FENCE F = FIELD U. R. = UTILITY ROOM 1 = 30 U.E. = U1I LITY EASEMENT0-0 —— O- = WOOD FENCE DW.F. = WOOD FRAMESCALEGRAPHIC 0-0-0-0 —0-0- = CHAIN LINK FENCE 1. P, = IRON PIPE W.M. = WATER METER 0 15 30 UHU OHU = OVERHEAD UTILITY LINES LS. = LAND SURVEYOR WPP = WOOD POWER POLE CERTIFIED TO: ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH NOTES: PRINCETON AVENUE, LLC, AMERICAN VERTICAL DATUM OF 1988. REF: BENCHMARK SEMINOLE COUNTY DESIGNATION 4545201 1. THIS SURVEY IS BASED ON THE LEGAL ELEVATION 44.95' DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT T,HE Ti TCF'' OR USE OF THE LAND. BEARINGS SHOWN HEREON ARE BASED ON 3. DO NOT REGO'N'STRUCF PROPERTY LINES FROMTHECENTERLINEOFPRICETONAVE. AS BEING N00'00'35"E ASSUMED. BUILDING TIES. ' 4. NO FOOTING OR` ;GVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR U IILITIES HAVE BEEN ACCORDING TO THE FLOOD INSURANCE RATE MAP LOCATED EXCEPT A`. 'SHOWN. N0. 12117C 0070 F DATED 09/28/07 THE PROPERTY 6. TL:.IS SURVEY IS NOT VALID WITHOUT THE SHOWN HEREON APPEARS TO LIE IN ZONE X SIGNATURE AND THE ORIGINAL RAISED SEAL OF A 1 I.J FLORI,DA LICENSED -SURVEYOR AND MAPPER. L I HEREBY CERTIFY THAT THE 'SURVEY OF THE HEREON DESCRIBED PROPERTY ,WAS PREPARED UNDER MY DIRECT JOB N0. BCA15545 FIELD DATE: 04/23/10 BRADLEY COX & ASSOCIATES LAND SURVEYING SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO CHAPTER 472, FLORIDA DRAWN BY: BC REVISED: CHECKED BY: BC ADDED ELEV. 06/07/10 405 W. 25TH STREET SANFORD, FLORIDA 32771 407) 323- 920206 STATUTES. 10 FIELD BY: CC OPERATING UNDER G COX, PSM #5567 (DATE) DL.B.# 7020 V'1 ' ak,9I City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Zac i M Firm: !' L&U Address:/X;3 zyaL,Lrzyt- dv City: --9a,,&1JdI24 a State: Zip Code: JoZ 7 7 / Phone: Fax: Email: Property Address: 5 Property Owner: Parcel identification Number: 2 '/- QZ ' Q% ' 0660 Phone Number: Email: The reason for the flood plain determination is: ET New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) mt OFFICIALUSE YONLY Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number:IZl Ili (%0 Map Date: "l-Zj - 7 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway J- The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway E]' The structure is not in the: [floodplain 7 floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: Reviewed by: Kimberly Charbono Date: 6-10,16) T:\Engr-Files\Elevation Certificate\W6od Zone Determination Request Form.doc CITYOFi-' CITY OF SANFORD BUIL INN & FIRE PREVENTION PERMIT APPLICATION Application No; Docu,n A Job ,, d—ess. sc ol _ >_7 ric District: Yes No 5 qYe! '.,D: _ ,L ' Zoning: Peani Review Contact Person - Title: phone.. (1,'2,r,Z ]a_: `IU L S;_ - -a ii:ii Y CtrS lt_(_,'_C4,rr,CCU Pro,party Owner Information I _ Name hone: Resident of properv,.,? lCoi`traclor i3it'ormaticiri Ra - _....4•iC phone: bi `2Z'1. ,OCe!G'L 3 e Z Yh*.—-- ._- C 5gaecense. I-- -- — Inftprmatio d ess: o'flffiveflins(u Units: lea icae 01 New Service — No. of A dPS J'[& Dd'. Zond': Niew Cwt—Astruction - No. of Fixtures: a,. a= i S t fL:'. ' l Chit ,`'EC]u:b t SOC t,, -,vv ;L SLC YII:; l - hre Sp " 9e e" r% ^alarm UJ No. of heads: -- is hereby i-nade to i7btairt -.t 1)e Tnit to do the work and installations as indicated. i cevtity 0-iat niy vv,ork or ;nstailation has con-i?""^meed p,ior to thi-. issuance of a permit and that all work will be "perfbrn"-led to meet stamdards of all laws regulating constrUCtio°: in this jurisdiction. I Understand haat a separate i>erimit must he secured for electrical work., P'lunin ling. si=ghs, wells, pools, furnaces, boilers, heaters, taus&,";, and aff conditioners, etc., OWNEWS AFFIDAVIT. I certify that all1 off't:he foregoing information is accurate and that all wok milk 1 e done in ei f : laanee itli all i.plilii lh la, lei s re w l.iitiaag e i stri.etieri a ad Zoning. 1 TNG TO OWi YOUR . lE"AIU,1 fb 11" "'.1' ? I'f"a' : y A ' GYf lu OF COM'SVI CEPNlEN -; `vl RESULT IN YOUR PAYINC, ll'`iVICE ]FOR IM','ROVENTEMS TO YOUR 1pR®I'lh,RTY. AIAO T lt''~t{, OF CMMENCEME T RUST' 13F RECORDED AND I)IOS1m,ED ON ' TIE JOB SITE B ,a0R -,i: FxR'S'T I!ISP g+.,` 3ION iIF ' 7OT I,` 1 b.kfl_f'in fll Tyyt_) q€, tI3TAIi* 4 a l3""IAs I. .Il' CI,, "O rN7SIT fLT rv,- '%t ;zit EN 9.13,. .R A1,1 ATTORNEY BEFORE t 1.3'•'lN,1E OF Jl°l i V#..E C'a,i it -FN -F. ja;Z <^ata it5C3i t;,' l:li% C Cllpir{ i'x11,11tS t7t tills 1J€ I"t 1L ii; S'f;` i lci 7 e st;dCttonal rC;StC`tCtltiinS tp1711:;1 111E C` i4 l Y:.i •itv that: t ,a be'iYlUnd In the p1.ti)k COUC-,rds o ffi]s f:Clunty, acid there maybe additional permits required l ti (it?sc:; ,rvem ientai entities slit i as vvi%'tei rr:;.2:ajerVern districts. state agencies, or t:ederaf agE rci's. Acc pt -rice; of peri -nit is veriEica,zion Lhat i will noUfy the owner of the property ofthe requirements o 7 io! *,--!a 1_,ie iia, IF S 7 11 3. I ile, t :tv o3 Sanford r gmires payment of a, _clan review fee. A. copy of the executed contract is requirAid in order to C -,-Il ,i.i? >te t, j iam review ehaigt, 11'1'he exi.cttited contract is not submittect, we reserve the right "o ?caic ula--, 'Gic v it ? i r .e based on past )em kit 'activit" levels, Should calculated charges exceed the d TC,4f?l.v 3it.C.c.1 i.lue when the exect.F:ted contract is submitted, credit will be pplied tD )'Clir permit ficc -- n the h y apt t in:.a<i :a, 0o91 `, 4 notary Public State of Florida Teresa Savino My Commission DD922319 OF r og' Expires 09/02/2013 vvne,t Auent is Porn rally Known 1.'Y klc or Prodi -reed lD Type of'ID C 0 M?,v, E ",1T S FltG1 1 FIRE. Signature o0"' ", Notary Public State of Florida R "Teresa Savino My Comm sston DD922319 4b.r cgs F>:pires 09102/2013 5--/e/ /-C) G:)nfea. ?-or,/A e;nt iS/ Personally KnoN i(i 10 iii •_,t, Produced' ID 1 gyp.. of ID _' WAS-VE'tVATER: M City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: ZaCL -c Ie t-- Firm: (er •0 5,^ yr C e i' Address: 0 2 41 V, , City: State: Zip Code: 3'L'7 -t Phone: 4U7 222 oG42 Fax: y7.2•(o78 nail:,;//erco,.s ru a.@c l.r,r.co,„ Property Address: 25 1 3 opt ^ce-6, Property Owner: Hko0.,,a r ie L L C. Parcel identification Number: OZO •31 • So z • O"70O eo8o Phone Number: Email: The reason for the flood plain determination is: KNew structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) F ICTAL USE - V Flood Zone:_ Base Flood Elevation: Datum: t9 gg FIRM Panel Number: 120 24 4 0V'70 Map Date:07 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway KThe parcel is not in the: D<floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain F-1floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: Reviewed b : Date: 2 L) TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc 0 DuU M[ - y oil p t ^^ rl - n n i tJ • C j Ar, r BUILD NG & FIRE PRIEVENTION 2010 PERMIT APLiAT'ON a..: Application No: f r" -+1 a k — job Nib'Arens. _ y — 5`torac District:: Yes 1No' l-K P'argcei ID:L 3?l C:;01 Zoning: -- --- --- scrintio-n of Work: -------- Plan Review Contact Person: 3(A Fax Title: f-are;party 0%uner linformat on Nam _t _—.----------- 32`1`11_ --------- phone: Resident of property? 1.1h'tL -1 2Nana .i4 iC _ ore 2'L ---- -- - l iwy''3 , 11Zi ..__._ 'Cate No.: Information St''eef: I0(Q©-----------------..__...-- ----- Zip: tm, ._ y E-mail:_------- Bw,''Aing C'?7'sri3 o '. A,ddreys. squa,--4 Foot age7: _ No. o -f Dwelling Units: idos°tpgje Lender. Address: Construefio-n Type: F ¢,,, of Stories: ---- Electrical 11 New Service — No, of AMPS': II C) D 11"ood, Zone:. P'ltfilnbin-ri 0r` New Construction - No. of Fixtures: M.ec anica? 0 (Du, -;t layout ,i-equ1red tot- mkv !l5t i11'. i Fire Sprinkler/Alarm [J- No. of heads.- A' spin.,, 'loin IS hereby I"made to obtain c`l pt rnit to do the work and installations ,as indicated. ( certify that no work or installation has eomrnencea p::rior to tele issuance of a periTtit and that all work will be perfori-ned lo meet standards of all laws regulating constructiori in this jurisdiction. I understand that a separate perziiit friiast he s*?c>Ilrett for electrical work.. pluinobfing, ,morns, wells, pools,, furnaces. boilers, heaters, tar a's. and air conditioners, etc. OWNER'S AFFIDAVIT: I certify t1hat hall of the foregoing infori:raation is accurate and that all work viii be dove in cornpliance with all applicable Bast/s reg"hating con str-i ction and Zoning. WARNING TO OWNER- YOUR FAIL, fl' '',E': TO RECORD f3. "VO ICE OF C{)M1VI$+.1`dCEINIFN s 1A Y RESULT IN YOUR PAYING T`)7IC E FOR IM-PROVEMENTS TO YOUR PROPERTY. A NC3'I'I(Ari+, OF COMMENCEMENT iVIT1SI" 13F t^'.ECORDI''D _AN!) y:,100ST D ON THE JOB SITE >iE OR ; fl &!,' MO T NSI"EC TION. IF 'YOIf' INTEND TO OBTAIN t - AN ING, CONSULT Wr ", VC ul?, LENDER OR AN ATTORNEY BEFORE RF.C'!)RIIlJ.NG YOUR NCI''t IR"t; OF COliviMEN E vI1-;IN",'. t T; In addition to the requi,enrients of -this pent -nil, there ='flan% be additional restrictions app'licabl' to, it iS n -'Pel- tl"tat_ rYlav be found in the public re4„7rdsio:F this cottray, and there maybe additional permits red.iulred fi%jin otht;r-overnSniental entitles such as 'wd ter i"ns 1a gornen' districts. state agencies, or federal agencies Acceptance; ofperaiit is verification that t will notify the owner of the property o±•the requiremelits o i_ aioridia l_,icn Law., FS 713. he City ot` Sanford requires payrnerlt of a ,Tait review fee. A copy of the executed Contract is required iii order calculi -re a pan lreview charge, ff—the executed contract is Hot SL1bl17itte(-.t, we resel:',ve the right to c4.ticulat, the F -C, C'a'sed on past permit activit, levels. Should Calculated charges exceed the clocujntnted C"in'stni tio;. v kiu when the executed contract is subnnitted, credit will be dip lied to YOUr perrnit 66-s t,vher) tlji, pern-it. IS released. Dale Narne oar Ned` Notary Public State of Flonda r; Teresa Savino My Commission DD922319 of FU 4 Expires 09/02/2013 1:;,/,A J Date Print Contractor'An;;nt's Name. l Signature o` ' c,- f Notary Public State of Florida f ^ Teresa Sawno r c `_~ My Comm ssion DD922319 9rF riv E>:G!es 0910, 013 O'vvne .A tg:`itt is Personally Known t -O 1VIc or Is Pel-Sonally hn0 iii Produced ?D— - Type of 1 3 _ L(. L1 C-el%J Produced lII V i/ i jpe of ID G-"fC/',j APPROVALS: Zt l lP14G: UTI?Tl'S: F, rGP? E ;~,I1P,f 3: Ft 4 _If.ti FIRE: VV <-4.STl~; %VATER: J 2 i- to Bt iJ)P,G: i0ITYO' i7, 8 7i77, 10RD CITY OF SANFORD 11ILDjNG & FIRE PREVENTION PERMIT APPLICATiON Application No-, 16 q1. -ion,'Vain e4 0 c 'n A- dd re s E: L= _UJIMoric District: Yes NaJ zoning: E-scription of Work: ('0L. -s eta- ,ap Revif w Contact' Person: Title: pfiimne= Fax:.jp% — xr, ec, SA,E-gnail-Mt -v ' Proparty Gwnen Information Namne L Phone: Residlent ofproperv,;? -. Cpc,ntracicr Information Name -,!lUIRQI i C < P-11one:4- State Lice-asl- No.: Pixchfltec' dEmadn,eor Information N iaim e CityL, St, Zip; Addres-,: Building Permit D hone: m-gnue Lend er. Address: PERN,fl'r tINK)RNIATION 2) soaiare ;"oifp qoe: ------- t c7oristiril of Stories: ------ No, ol Divellino Units. Tne: ."hood, zo Electrical 11 Plumbing [21 New Service -- No. of ANIPS: New Constructiota - Na, of Fixtures: VMeeharieLd E] requ'red for MCAVsy5tem,,11 Sprinkler' larm 0 No. of headsI /A Application is hereby made to obtain ;it permit to do the work and installations as indicated. 1 certify that no woik or installation has commenced prior to the issuance of' a perirtit and that. all work will be performed to meet standard, of all laws regulating constructio-r in this jurisdiction. I understand that a separate permit must be secured for electrical wort,,.. pls!itrntibing, euejois,wells. pools. furnaces, boilers, heaters, taia S, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that as 61 of the foregoing information is accurate and that all M orlh. will lbe done in compliance with all rappiierslltle ta:ar , regu rating dies structiona and zoning. 1,IARI ING TO OWNER: Vt)rJ1` lF'-h.I1 11: RE TO f'':t3N -' N',OTICE OIC COI I1 NCEINI 1 T :I ti RESULT IN YOUR PAVING TN,)'1[CE .If;OR IM-FROVEA MENTS TO YOUR PROPERTY. A i`°st'3TICF, OF COMMENCEMENT MUSTIBE RECORD11-111) AND 113' OSTED ON THE JOB SITE I$EwO'i:fi, "Tela+: EIR'o-S 1`16PE CT.ION. IF YOU I -N I',n ND T_) OBTAIN ]1--3"TANC NTC, CONSULT WITH `'CITUt-Z F,E NDFR OR AN ATTORNEY YOUR 'ofOT:FC"E OF CONIPvIE CEM11 AT. el to c'.Ci.; itiC)n t:'i the rcglil'el"nei'it5 i7t'th 4 d3C:i'?-nil:, thels: may he additional restrictions applicable to th.1S prf_)p:C.rc` iat )-.,ay be found in the public records of this County, and there may be additional permits required frons other gcrvernniental entities such as v,a.tcr fn4.-;nagernentL districts, state agencies, or federal agencies. Accc : vt ncc; of peri iit is verification that l will notify the owner of the property of the requirements d_.ivi. Law., FS7' i..J. i,l'se •st or Sanforl. regtairE;S fJayrrient of a, plan review fee. A. copy of the executed contract is required in omder t( C. aiwulate a plcn Cview Chargf-- tf Cl' C e;;C',C4i'ted.. contract is Riot subi-nitted, we reserve the right: to Gadd sal e tine, ryla.l rL'b'il.-vv Fee kbasetl on past per;Cl911: activity levels. Should calculated charges exceed the Cs;_C itillc died c:'ii-istfuctiCi;. Mahle when the executed contr=act is submitted, credit will be applied to )loth permit i / 5: n ti.ur of N;xar-Mate of r io:;ds a e o v "ud Notary Public State of Florida e- Teresa Savino My Commission DD922319 OF ev°a Expires 0 9/0 212 01 3 Civ.v i?;et t is Personally Known to kle or Prot-! zced I D _ Type of IDpl- lbr, APPROVALS: ZONI*NG: E-, 'G1?r.l_,EFKf' 13, gnature o ontrctcr//.^-ganC Pri.^,t Contractor Agent's Name Sian: to e f1ry ;p44;4 Date s--V- 0 ads " n4 Notary Public State of Florida 4 ^ Teresa Savino c My Commission DD922319 9 f Dr•Sl> F%•r'''=_, 09/02/2013 Contradfx/,"lgent rs _ Personally Kno n Pr>3duced ID a/ i ype of ID i! T I L1TiEc ', "(7--/6 WASTE 'ik ATER.: - - -- - - FIRE: Bt 111-1)1NG: Employer Detail Page littps: //secure. fl dfs. co ni/WCA PPS/Co nip I i ancepoc/Nv Se I- i p ts/hA lip I oyc I-. a., FLDFS HOME CONTACT US SEARCH BY SUBJEC I HELP EN ESPAOL SEARCH FLDFS Workers' Comp Home About Us Assessment rates Benefit Delivery Process Centralized Performance System Ch. 440 FL Statutes Contact Us Databases Directory District Offices EDI Frequent Questions History Memoranda/Bulletins Publications Related Links Rules & Forms Safety Statistics What's New am Employer Detail Page rr -- This Database was Last tJpdated6/20.1,602:18 AM Return to Query Form Employer Information Ei7jjM1LL.ERNam CONSTRUCTION SERVICES LLCLEMj3loyer fJ resS I8241 VIA BONITA NFORD IS -- ------------ ------ffL L-ip---- L3 ou nt yj ennole LErriployer Type jILIMITED LIABILITY CO. j Coverage History Click here for carrier location information Cancel effective NumberEffective 12:01 ji. mCarrier OfficeJL ,,be, V11/rap Lip Apr ^H 7004 FNOwcvC50o765wy101logA–Qsoc. -11-11 11111RANCE COTIVAN[Y F LI7A,1 18,-LIM 11 Ord 2 2008 111.11RANCE 100 A LWCV01111766 LNO C-Exem-ption-L-istings—, Click 'A"farne-for-Details. ZACHARY MILLER lk,> Owner Election of Coverage Listings No Additional Locations Employer Name History F-Inpl. .1 Name [.TnType][Cha e Date] Legal Return to Query Form DIVISION OF WORKERVIC011APENSATION (800) 742-2214 or (850) 413-1601 Florida Division of Workers' Compensation - 200 East Gaines Street - Tallahassee, Florida 32399-4228 Legal Notices Under Florida law, e-mail addresses — publi—ccord,. U you do not Want your e-mail address released in response to a public records request, do not send electronic mail is this entity. Insteac, contact this office by phone or in viriting. W 5/!T-2010 I'M FORM 1100,0-08 OFFICE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: New Residence - 0518001 Builder Name: Miller Construction Service Street: 2513 Princeton Street Permit Office: Sanford City, State, Zip: Sanford , FI , Permit Number: 16- ,9,90 Owner: Jurisdiction: 691503 Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 988.00 ft2 b. Frame - Wood, Adjacent R=11.0 248.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Numberof Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area {ft2) 1045 a. Under Attic (Unvented) R=30.0 1045.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U -Factor: Sgl, U=0.62 60.00 ft2 SHGC: SHGC=0.35 11. Ducts b. U -Factor: N/A ft2 a. Sup: Attic Ret: Garage AH: Garage Sup. R= 6, 50 ft2 SHGC: 12. Cooling systems c. U -Factor: NIA ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 13 d. U -Factor. NIA ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor. N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 60 gallons a. Slab -On -Grade Edge Insulation R=0.0 1045.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. NIA R= ft2 None 15. Credits None Glass/Floor Area: 0.057 Total As -Built Modified Loads: 25,00 SSTotalBaselineLoads: 29.96 I hereby certify that th lans and specifications covered by Review of the plans and - 1lE 5. this calculation areA ca fiance the orida Energy specifications covered by thist?4 Code. calculation indicates compliance with the Florida Energy Code. * =3 S r n 1" nation Services x PREPARED BY: Y Before construction is completed .: y fa DATE: 5-18-10 this building will be inspected for aY compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 44 with the Florida Energy Code.' OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with Nil 1d.A.3. 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: New Residence - 0518001 Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1045 Lot # Owner: Total Stories: 1 SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Miller Construction Service Rotate Angle: 0 Street: 2513 Princeton Street Permit Office: Sanford Cross Ventilation: County: Seminole Jurisdiction: 691503 Whole House Fan: City, State, Zip: Sanford , Family Type: Single -family FI , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 75 70 677 44 Medium FLOORS Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 153 ft 0 1045 ft2 025 0 0.75 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Composition shingles 1132 ft2 218 ft2 Mediurn 0.96 No 15 22.6 deg ATTIC IRCCV # Type Ventilation Vent Ratio (1 in) Area RBS 1 Full attic Unvented 0 1045 ft2 N N CEILING Ceiling Type R Value Area Framing Frac Truss Type 1 Under Attic (Unvented) 30 1045 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar mtOAdjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 W Exterior Concrete Block - Int Insul 4.2 128 ft2 0 0.75 2 N Exterior Concrete Block - Int Insul 4.2 236 ft2 0 0.75 3 E Exterior Concrete Block - Int Insul 4.2 208 ft2 0 0.75 4 S Exterior Concrete Block - Int Insul 4.2 416 ft2 0 0.75 5 N Garage Frame - Wood 11 248 ft2 0 0.01 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS Omt Door Type Storms U -Value Area 1 2 W N Wood Wood None 0.460000 None 0.460000 21 ft2 18.97000 WINDOWS Orientation shown is the entered, asBuilt orientation. 1/ # _ Ornt Frame Panes Overhang NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 W Metal N Metal E Metal Low -E Single Low -E Single Low -E Single Yes 0.62 0.35 N 24 ft2 1 ft0 in 6 ft 0 in Yes 0.62 0.35 N 12 ft2 1 ft0 in 1 ft 0 in Yes 0.62 0.35 N 24 ft2 1 ft0 in 6 ft0 in HERS 2006 HERS 2006 HERS 2006 None None None INFILTRATION & VENTING J I Method SLA Forced Ventilation -- Run Time CFM 50 ACH 50 ELA Eq LA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 987 7.08 54.2 101.9 0 cfm 0 cfm 0 0 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 276 ft2 276 ft2 37 ft 8 ft (invalid) COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 13 24 kBtu/hr 720 cfm 0.75 sys#0 HEATING SYSTEM System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 24 kBtu/hr sys#0 HOT WATER SYSTEM System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 60 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 DUCTS Supply -- Return --- Air Percent Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 50 ft2 Garage 50 ft2 Default Leakage Garage Default) Default) % TEMPERATURES Programable Thermostat: N Ceiling Fans: Coolin Jan jjX Feb jrX Mar A r X]] Ma XXjj Jun [[XXjj Jul jjXXjj Aug Se Oct X] Nov XX] Dec Heating Xj Jan jXI Feb EX MarX] Apr X] May X) Jun [X] Jul X] Aug XSep Oct X] Nov] Dec Ventin Xjj Jan X Feb X Mar XXj A r X]] Ma XX]] Jun [[XX]] Jul XXjj Au XSe X Oct X]] Nov X]]]] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 fib 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 2513 Princeton Street PERMIT #: Sanford, FI, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE— CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/s .ft. window area; .5 cfm/s .ft. door area. X Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & X frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. X EXCEPTION: Frame walls where a continuous infiltration barrier is N/A installed that extends from, and is sealed to, the foundation to the Shower heads N1112.AB.2.4 top plate. X Floors N1106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. N/A EXCEPTION: Frame floors where a continuous infiltration barrier X is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to X continuous air barrier; gaps in gyp board & top plate; attic access. X Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier X N1 102.13.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N 1 106.AB. 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 X insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. N/A Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion spaLI-XheaterscomplywithNFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be X provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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%. N/A Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per X minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in X accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for X each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both X N1 102.13.1.1 sides. Common ceiling & floors R-11. 5/18/2010 3:11 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 Florida Code Summary Report Title: New Residence - 0518001 TMY City: FL_ORLANDO _SAN 2513 Princeton Street FLAsBuilt Elec Util: Florida Average Sanford, FI, Gas Util: Florida Average Registration #: Run Date: Energy Uses Baseline Home As -Built Home a -Ratio Heating 1.00 MBtu 0.51 MBtu 0.51 Cooling 8.58 MBtu 7.00 MBtu 0.82 Hot Water 8.89 MBtu 8.48 MBtu 0.95 Total 18.46 MBtu 16.00 MBtu 0.87 Building Loads Baseline Home As -Built Horne a -Ratio Heating 1.83 MBtu 0.94 MBtu* 0.51 Cooling 20.30 MBtu 16.58 MBtu* 0.82 Hot Water 7.83 MBtu 7.48 MBtu* 0.95 Total normalized modified loads Glass/Floor Area: 0.057 29.96 MBtu 25.00 MBtu Total As -Built Modified Loads: 25.00 Total Baseline Loads: 29.96 W 5/18/2010 3:18 PM EnergyGauge© USA - RaRes2008 / Page 1 of 1 ENERGYi _ R PROR- tit N LEVEL (EPL) DISPLAY CARD c:r -.-. ,:...:_.,.,. .3 ;;. .,r.c. -_ r;.,.mm..:.x-_er,,a_ttr,a2 sr-e-•_ter,,=._sa,m, xN _..;;<_ .,m., an:ci. ., .:mNrnr .„.m.:,sr.r^a n.. ...tee,, ., r".:-; ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 2513 Princeton Street, Sanford, Fl, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 988.00 ft2 b. Frame - Wood, Adjacent R=11.0 248.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Numberof Bedrooms 3 d. NIA R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1045 a. Under Attic (Unvented) R=30.0 1045.00 ft2 b. NIA R= ft2 7. Windows— Description Area c. NIA R= ft2 a. U -Factor: Sgl, U=0.62 60.00 ft2 SHGC: SHGC=0.35 11. Ducts a. Sup: Attic Ret: Garage AH: Garage Sup. R= 6, 50 ft2b. U -Factor: NIA ft2 SHGC: 12. Cooling systems c. U -Factor: NIA ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 13 d. U -Factor: NIA ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: NIA ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 60 gallons a. Slab -On -Grade Edge Insulation R=0.0 1045.00 ft2 EF: 0.92 b. N/A R= ft2 b. Conservation features c. NIA R= ft2 None 15, Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: 2513 Princeton Street Date: City1FL Zip:Sanford, FI, Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321) 638-1492 or see the Energy Gauge web site at energygauge.com 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. Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge© USA - FlaRes2008 J-MASTER(c) * 05-18-2010 RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2003 by A.C.C.A.) Project name New residence { Prepaired by: Address 2513 Princeton Street Southern Energy Eval Ser City/State Sanford 122 East Minnesota Ave. Owner ( Orange City, F1 32763 Builder Miller Construction Service 1-386-775-0271 HVAC contr. Cond Flr Area = 1045 {Total Glass Area = 60 1 Zone Faces: West Conditioned Floor Area to Total Glass Area Ratio = 5.7% USA Climatic Conditions & Design Conditions Geographical Location { Sanford, FLORIDA North Latitude / Elevation 28 Deg. 14 Ft.Above Sea Level Outdoor Winter Dry Bulb { 38 Deg.F Indoor Winter Dry Bulb 74 Deg.F Winter Temp. Diff. (wTd) 36 Deg.F Outdoor Summer Dry Bulb { 93 Deg.F Outdoor Summer Wet Bulb { 76 Deg.F Outdoor Summer Hum. Ratio Gr/Lb { 37 Indoor Summer Relaltive Hum. { 50 % Indoor Summer Design Gr/Lb. ( 44 Indoor Summer Dry Bulb { 75 Deg.F Summer Temp.Diff.(sTd) { 18 Deg.F Summer Daily Range 17 Deg.F (Medium Deviation) HEATING SUMMARY * 0518001.MAX * COOLING SUMMARY * SUBTOTAL = 18359.36 { STRUCTURE SENSIBLE = 7979.16 OCCUPANT/APPLIANCE + 4290.00 SUBTOTAL SENSIBLE = 12269.16 DUCT LOSS + 917.97 { DUCT GAIN + 1226.92 TOTAL LOSS = 19277.33 { TOTAL SENSIBLE = 13496.08 MECH.VENT- 100 Cfm + 3960.00 ( MECH.VENT- 100 Cfm + 1980.00 TEMP.SWING @ 3o195o x 1.00 EQUIPMENT LOSS = 23237.33 { EQUIPMENT SENSIBLE = 15476.08 TOTAL LATENT + 6203.37 SENSIBLE + LATENT = 21679.45 20% OVERSIZE FACTOR + 4647.47 20% SENS.OVRSZE FTR = 3095.22 ACTUAL+20% OVERSIZE = 27884.80 { SENS. + 20% OVERSIZE = 18571.30 EQUIPMENT SELECTION EQT. MANUF SENSIBLE CLG(BTUH) CU MOD # LATENT CLG (BTUH) AHU MOD # TOTAL CLG _24000 (BTUH) HTG INPUT (BTUH) TONAGE 2.0 HTG OUTPUT 24000 (BTUH) (S)EER 13 HTG CFM _800 (BTUH) CLG CFM _800 AFUE/HSPF 8 TYPE HP AIR FLOW FACTORS * HTG FACTOR = .0345344 BTUH per CFM CLG FACTOR = .0516927 BTUH per CFM STRUCTURE DESIGN CFM= 796.1 SENSIBLE HEAT RATIO = 75% Calculation Procedures A,B,C,D I Procedure A Winter Infiltration HTM i 1. Winter Infiltration CFM Envelope Evaluation # 3 ( Better) 7 Air Changes per hour x 10472 Cubic ft. x .0167 122.42 CFM I 2. Winter Infiltration Btuh I 1.1 x 122.42 CFM x 36 Degrees Winter TD 4847.74 Btuh I 3. Winter Infiltration HTM I I 4847.74 Btuh / 100 Sq.Ft of total Glass & Door areas 48.48 HTM I I Procedure B Summer Infiltration HTM 1 1. Summer Infiltration CFM Envelope Evaluation # 3 ( Better) 35 Air Changes per hour x 10472 Cubic ft. x .0167 61.21 CFM I 2. Summer Infiltration Btuh I 1.1 x 61.21 CFM x 18 Degrees Summer TD 1211.93 Btuh I 3. Summer Infiltration HTM I I 1211.93 Btuh / 100 Sq.Ft. of total Glass & Door areas 12.12 HTM i I Procedure C Latent Infiltration Gain I 0.68 I x 44 grains difference @ 50% RH x 61.21 CFM 1831.40 Btuh I I I I Procedure D Equipment Sizing 1. Sensible Sizing Loads I I I Sensible Ventilation Load i 1.1 x 100 Vent CFM x 18 Degree Summer TD = 1980.00 Btuh Sensible Load for Structure + 7979.16 Btuh Sum of Ventilation & Structure Loads = 9959.16 Btuh Rating & Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible = 9959.16 Btuh i I 2. Latent Sizing Load I I I Latent Ventilation Load 0.68 x 100 Vent CFM x 44 Grains difference = 2992.00 Btuh Internal Loads = 230 Btuh x 6 people + 1380.00 Btuh Infiltration Load from Procedure C + 1831.40 Btuh Equipment Sizing Load - Latent = 6203.40 Btuh I I Cn Abbreveations Glass/Windows S.C.= Single Clear S.T. = Single Tint ; S.R. D.C.= Double Clear D.T. = Double Tint ; D.R. T.C.= Triple Clear ; T.T. = Triple Tint ; T.R. Shdg= Shading ; Ovhg = Overhang ; Btm = Bottom Sc = Shading Coefficient I I Single Reflective I Double Reflective i Triple Reflective I Hgt = Height 1 I Inside Shading * I N.S.= No shades D/B = Drapes or Blinds; R.S. = Roller Shades I IWhtm = Winter 11nfiltration I Other * I Heat Transfer Multiplier; Shtm = Summer Heat Transfer Multiplierl s: 1..Sub Standard/Poor; 2..Standard; 3..Better; 4..Excellent I I I IRm #1 Room Name Whole House Room Square Footage 1 1309.00 i 1 1 1 Room Deminsion : 1309a I I I Glass Type Shdg OvHg Botm Hgt Sc Area Loss/Btuh Gain/Btuh 1 I------------------------------------------------------------------------------I IW -No Shd Line S.C. R.S. 1.0 10.0 4.0 .35 24.00 561.60 1396.80 1 1------------------------------------------------------------------------------1 IN -No Shd Fctr S.C. R.S. 1.0 5.0 n/a .35 12.00 280.80 230.40 i 1------------------------------------------------------------------------------1 IS -Shaded Area S.C. R.S. 1.0 10.0 4.0 .35 7.68 147.46 1 IS -Solar Area S.C. R.S. 16.32 819.26 1 IS-T.Area Loss S.C. R.S. 24.00 561.60 1------------------------------------------------------------------------------i Componet Description R -value Area Loss Gain I 1------------------------------------------------------------------------------I IN/W C.B. - Int Insul-Ext. 4.2 104.00 539.14 210.08 I IN/W C.B. - Int Insul-Ext. 4.2 224.00 1161.22 452.48 l IN/W C.B. - Int Insul-Ext. 4.2 184.00 953.86 371.68 IN/W C.H. - Int Insul-Ext. 4.2 416.00 2156.54 840.32 I IWood Stud-Adj. 11 248.00 803.52 282.72 I ISolid Core/wood-Ext. 0 21.00 241.92 102.90 l I-Adj. 0 19.00 218.88 93.10 l 1Under Attic 30 1045.00 1570.80 1819.96 1 Slab on Grade 0 Lin.Ft. 153.00 4461.48 000.00 1 IGlass/Door Infil. Whtm/48.48 Shtm/12.12 x 100 4848.00 1212.00 i Occupant Gain 000.00 1800.00 I 1Appliance Gain 000.00 2490.00 l IDuct Loss/Gain 917.97 1226.92 l 1Total Room Loss/Gain 19277.33 13496.08 I Ilnterpolated CFM = 783.01 I ISupply Htg/Clg CFM = 765.70 799.60 l 1 BOUNDARY SURVEY PROPERTY DESCRIPTION: THE SOUTH 45 FEET OF LOT 8 AND THE NORTH 15 FEET OF LOT 9, BLOCK 7, PALM TERRACE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE(S) 82-83, OF THE PUBLICRECORDSOFSEMINOLECOUNTY, FLORIDA. FOUND "X" CUTIN CONC. NO ' ALSO w FOUND 5/B"IR NO I.O 0.46' N 0 CORNER ,-. Jd 0 n NoDND4' LP. O I.D. CORNER LOT 5 LOT 21 LOT 6 BLOCK 7 BLOCK 7 wLd Flo ICE LOT 7 BLOCK 7 TLO22 o W zBLOCK 7 o w M - 0 CD PART OF LOT 8 0 o n BLOCK 7 (NO[ INCLUDED) O w O FOUND Z 0.4 Zo N90'00'00"E 128.00' OR 0000E9g1 h N V 0 O O 00 fr o D CONC. a0 DRIVE - LD w M O O O O 00'00"w z I0.00, FOUND/- 2" CLF POS _ ON CORNER NO I O. O N. FACE OF vj OAK TREE) Ih LJ Lo 0 o z 1" = 30' GRAPHIC SCALE 0 15 30 CERTIFIED TO: PRINCETON AVENUE, LLC S. 45' OF LOT 8 BLOCK 7 VACANT LOT 128.00' N. 15' OF LOT 9 BLOCK 7 y oSQJ o LOT 23 O BLOCK 7 W. 01, w L0 o O L0 z 1-8 T- i N90'00'00"E 128.00'(P&M)} 5/B" IR. NO I.D. OO PART OF LOT 9 BLOCK 7 (NOT INCLUDED) zwI LOT 24 L BLOCK 7 fI0 OI N90'00'00"E 128.00' z y u DLOT 10 LOT 25 BLOCK 7 BLOCK 7 L -- -- N90°00'00''E PALM DRIVE 316.0' (P) 316,08'(M) 90' R/W) — — — BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF PRICETON AVE. AS BEING N00'00'35"E ASSUMED. ACCORDING TO THE FLOOD INSURANCE RATE MAP N0. 12117C 0070 F DATED 09/28/07 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X . JOB NO. BCA15545 (FIELD DATE:) 04/23/10 DRAWN BY: BC REVISED: CHECKED BY: BC FIELD BY: CC OPERATING UNDER L.B. # 7020 LEGEND - IN FOUND 4"X4" C.M, NO I.D. W WELL Box C = CALCULATED C -a> = UTILITY POLE CNA = CORNER NOT ACCESSIBLE 0 = SET 1/2" I,R. & CAP PSM N 7020 CONC. = CONCRETE L8. = LAND SURVEYING BUSINESS FOUND PROPERTY CORNER D= CONCRETE O = FOUND CONCRETE MONUMENT D = DESCRIPTION RES. = RESIDENCE WELL R/W = RIGHT OF WAY DT E. = DRAINAGE EASEMENT GAS METER D.U.E. _. DRAINAGE & UTILITY EASEMENT BRICK E.0 P. = EDGE OF PAVEMENT T.X. = ELECTRIC TRANSFORMER BOX F = FIELD GUYWIRElyll - I.R. = IRON ROD U. E. = UTILITY EASEMENT W. F. = WOOD FRAME FIRE HYDRANT W.M. = WATER METER LS. = LAND SIJRVFYCR CENTERLINE 0' BSL BUILDING SETBACK LINE x x—X—x—X—x- METAL FENCE 0-0-0-0——o- WOOD FENCE 0-0 —0-0-0-0- CHAIN LINK FENCE OHU DHU OVERHEAD UTILITY LINES BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF PRICETON AVE. AS BEING N00'00'35"E ASSUMED. ACCORDING TO THE FLOOD INSURANCE RATE MAP N0. 12117C 0070 F DATED 09/28/07 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X . JOB NO. BCA15545 (FIELD DATE:) 04/23/10 DRAWN BY: BC REVISED: CHECKED BY: BC FIELD BY: CC OPERATING UNDER L.B. # 7020 LEGEND - IN FOUND 4"X4" C.M, NO I.D. W WELL Box C = CALCULATED C . = CONCRETE MONUMENT CNA = CORNER NOT ACCESSIBLE CONC. = CONCRETE L8. = LAND SURVEYING BUSINESS COV. = COVERED M = MEASURED CPP = CONC. POWER POLE P = PLAT D = DESCRIPTION RES. = RESIDENCE D/B/A = DOING BUSINESS AS R/W = RIGHT OF WAY DT E. = DRAINAGE EASEMENT S/W = SIDEWALK D.U.E. _. DRAINAGE & UTILITY EASEMENT T.O.B. = TOP OF BANK E.0 P. = EDGE OF PAVEMENT T.X. = ELECTRIC TRANSFORMER BOX F = FIELD U.R. = UTILITY ROOM I.R. = IRON ROD U. E. = UTILITY EASEMENT W. F. = WOOD FRAMEI.P. = IRON PIPE W.M. = WATER METER LS. = LAND SIJRVFYCR WPP - W BRADLEY COX & ASSOCiA`TES LAND SURVEYING 405 W. 25TH STREET SANFORD, FLORIDA 32771 407) 323-9202 OOD POWER POLE NOTES: 1. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT, 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3);D "vOT RECONSTRUCT PROPERTY LINES FROM BLIIJ-DIN; 13ES. 4, NO FOOTING .OR OVERHANGS HAVE BEEN LEC;ATED EXCEPT' AS SHOWN. 5•. iJ0`1WIPREYVEMFNTS OR UTILITIES HAVE BEEN LOCATED EXCEPT fS SHOWN. 6°.,J-H!S ';J ,VEY IS,NOL VALID WITHOUT THE SI-iJ, TURE'vj_ND THE ORIGINAL RAISED SEAL OF A FLORIDA LICIf6SED SURVE)OR AND MAPPER. I H EREf31c'CCRTIFY THAT THE.SURVEY OF THE HEREON _ DESCRIBED PROPERTY -WAS PREPARED UNDER MY DIRECT SUPERVISION AND IOEETS IHC MINIMUM TECHNICAL STANDARDS SET,FORIH BY THE FLORIDA BOARD OF.PROFESSIONAL SUE,'E1'ORS AND MAPPE'RS,fN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472, FLORIDA S AT.li`F- , /' O BRADL7 G. OX, P` M #57 ( ATE) f, MIAMI- 0P"ERMT PEKE t: R a MIAMI -MADE COUNTY. FLORIDA METRO -RADE FLAGLEI2 El'JILDING BUILDING CODE COMPLIANCE OFFICE (13CCO) 140 'WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL, DItiISION h41,110V1I, FLORIDA 33130-1563 305) 37.5-2901 FAX (305) 37.5-2908 NOTICE OF ACCEPTANCE (NOA Wayne -Dalton Corporation 3395 Addison Drive Pensacola, FL 3251.4 SLOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control .Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed b_v the Authority Having; Jurisdiction (AHJ). Thi s-NI0P4-shall—not be- N-ali&-after tire-expiration_date-stated—Ne-Io`v.-The 1G]imni- Dade --County-Produc—t Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested fo:r quality assurance purposes. If this product or .material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, rnodify, or suspend the; use of such product or material within their jurisdiction. BOPA reserves the right to revoke this acceptance, if it is de-terrnined by Miami --Made County .Product Control Division that this product or material fails to meet the requirements of the, applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity hurricane Gone.. DESCRIPTION: Waynerna.rk 11000 & 31.00 Ja e.d_12arnel- §tef_i'U Vtht ad-Se tionrrt ls: r=age_$1ia ' APPROVAL DOCUMENT: Drawing Na. 0111, titled "Waynemark 8000 do 8100 Raised Panel", sheets 1 through 2 of 2, prepared by Wayne -Dalton Corp., signed and sealed by W.S. Wilson, P.E., dated 06/27/01, with last revision P1 on 10/19/01, bearing the Miarni-Dade County Product Control Renewal stamp with. the Notice of Acceptance umber and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Snloill i?,Jissile Impact LABELING: Each unit- shall bear a permanents label with the -manufacturer's name: or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no, change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a. revision or change in the, materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purpmes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause: for termination and removal of NOA. LIMITATIONS: This approval requires the mannufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A rnirvmum of two specimens shall be cut from each coil and tensile 'tested according to ASTM F-8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer_ Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only (."oil;; iiith yield strength of 40ksi or more shall be used to make panels for Miami -Dade county ].ander this Notice ol' Acceptance, ADVERTISEMENT: The NOA nuntber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sl- +all be provided. to the user by the manufacturer or its distrihutors and shall be available for inspection at the job site at the request o; the Building Official. This NOA renews Y_O.A_RD]L0K3'ljand, consists of this page, evidence page, E --I as v/ell as approval document mentioned above. The submitted docurrcentati.on was reviewed by J; -,dile 1.). Gaseorl; 1 NOA No 06-0921.04 Expiration Date: December 13, 2011 Approval Date: February 15, 2007 Page. 1 r Wayne -Dalton Cor porition NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 0114, titled "Waynemark 8000 & 8100 Raised Panel", sheets I through 2 of 2, prepared by Wayne -Dalton Corp., signed and sealed by W.S. Wilson, P.E., dated 06/27/01, with last revision P on 10/19/01. B. TESTS Tesc7eportoft-1_•arge Missile; Impact Test and Cyclic Wind Pressure Test of "Sectional Residential Garage Door Waynemark 8000-0114" prepared by Hurricane Engineering and Testing Inc. l'.eport 101.-993 dated 04/03/01 signed and sealed by HM Medina, PE. 2. Test Report on Uniform Static Air Pressure & Forced Entry Resistance Test "Sectional Residential Garage Door Waynemark 8000-011.4" prepared by Hurricane Engineering and Testing Inc., Report No. 01-992, dated 04/02/01, signed and sealed by HM Medina, PE. 3. Test Report on ASTM B117-90 Test of 3"0" galvanized panels (controls) & painted panels prepared by Sub -Tropical Testing Service, Test Number WDC -1, dated 04/2.6/01, signed and sealed by Mark Mosbat, P.E. C. CALCULATIONS 1. Anchoring Method Summary, prepared by W. S. Wilson, Sheets 1 through 5 prepared, signed and sealed. by W. S. Wilson, PE on 08/02/01. D. QUALITY ASSURANCE 1. Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Itepo t No -HETI 01-T034, prepared Hurricane Engineering; &. Testing, Inc., dated 04/05/01, signed and sealed by H. M. Medina, PE. F STATEMENTS 1. Letter of code compliance issued by Wayne -Dalton Corporation, signed & sealed by W. S. Wilson, PE. on 08/02/01. 2. Letter of No -Financial Interest issued by Wayne -Dalton Corporation, signed & sealed by W. S. Wilson, PE on 08/02!01. 3. No change in product since last approved letter issued by Wayne -Dalton Corporation on 09/11106, signed by W.S. Wilson, P.E. gime Daseon, P.E. Chief, Product Control Division NOA No 06-0921.04 Expiration tate: December 13, 2011 Approval Date: February 15, 2007 E-1 L I I Afll- LI 7-- 7 UP1111 Mil 11 fi Iii y 2 L;'-T VINYL OR WOOD O()OR SjOP NAILLD ON 6" CENTERS1 MUST OVERLAP IOP AND BOTH E14 DS OF PANELS NIINIMUR.i 7/W' TO MEET NECAIIVL PRESSURES Ll "I I 2xG JAMB ,.a— S'F C 53 OR DETTER A7TACHE,, 1 2000 IS TII A III fil b SiMPSO.,! SI - EEC ALL AT 2,0 2' 'NITH MIN EABL" OF - 1/4-0,.9/16" JOLT T A W'8JH v J ARLA or LOUVERS -,AN'N,-,T CX'—'O M(JIK2J 2" V -R -i TRACK NAL - .080* (%CN) T LOUVERS W! '-f BODYIMPACTS-1YRENE FRAME MAY RE LOCATED 1[4 Jr NP PONE LS OF j— BOTTOM Sr,iON 0 Ml;qi;-.;Lj,V,, VFNTILAT"ON REOUIREMENTS. 1) Ji3-'JS BRACKET OL'LL A 04L"C e-xc . 111P FIRACIFT ROLLER (P/N 125139) j B SITE CHAR! FA -FR ST -E[- -1 —,A I 1,4GL, TPE L S E FR AS -m A653-00, Clt-;At TC. ASTMT"t A525 lEh MADC (jFo OF A G9D PED T;JO JAT CF rOL 'C 4T fl) -11-U'-- LKACKE- ll LOUATED A! T. MI IL OF EACH I 1, N EXCI-Ill T. 'W S-Ec--! N! I , A! S FE C T 10 N /% 9 IAAX WIDTH--- 294t, - EDGE GIST. I PnOD__ 5/IiI5 SiMPSON STRONG TIE A BAUSIlC CHEMICAL_ SLEEVE ALL, 7' MR, EMBED ADHES\,E 1100 TfP INTO 2000 PSI CONCRETE 20CA CENTER STILES? PIC REV N071S ANDSCRPERDADE7MTYMARKUi`S. 2.8 PM.g ith (h, Fkift N. TRACK STEEL TO A7 —HAVE A MINJI.lUk' YiFm OF P-si DiWon NYLO RON: FR Fcxv — 'Z SGA NARRD,,' JOD 5-1/2' STPPAS AND NTEP?1-[):AIE HiHCL.- 1C, PUSH NUT IT C3 m;, E-Cen I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c 1 3(A HORN ANO -I HORIZ TRACK 2 L I I Afll- LI 7-- 7 UP1111 Mil 11 fi Iii y 2 L;'-T VINYL OR WOOD O()OR SjOP NAILLD ON 6" CENTERS1 MUST OVERLAP IOP AND BOTH E14 DS OF PANELS NIINIMUR.i 7/W' TO MEET NECAIIVL PRESSURES Ll "I I 2xG JAMB ,.a— S'F C 53 OR DETTER A7TACHE,, 1 2000 IS TII A III fil b SiMPSO.,! SI - EEC ALL AT 2,0 2' 'NITH MIN EABL" OF - 1/4-0,.9/16" JOLTT A W'8 JH v J ARLA or LOUVERS -,AN'N,-,T CX'—'O M(JIK2J 2" V -R -i TRACK NAL - .080* (%CN) T LOUVERS W! '-f BODYIMPACTS-1YRENE FRAME MAY RE LOCATED 1[4 Jr NP PONE LS OF j— BOTTOM Sr,iON 0 Ml;qi;-.;Lj,V,, VFNTILAT"ON REOUIREMENTS. 1) Ji3-'JS BRACKET OL'LL A 04L"C e-xc . 111P FIRACIFT ROLLER (P/N 125139) j B SITE CHAR! FA -FR ST -E[- -1 —,A I 1,4GL, TPE L S E FR AS -m A653-00, Clt-;At TC. ASTMT"t A525 lEh MADC (jFo OF A G9D PED T;JO JAT CF rOL 'C 4T fl) -11-U'-- LKACKE- ll LOUATED A! T. MI IL OF EACH I 1, N EXCI-Ill T. 'W S-Ec--! N! I , A! S FE C T 10 N /% 9 IAAX WIDTH--- 294t, - EDGE GIST. I PnOD__ 5/IiI5 SiMPSON STRONG TIE A BAUSIlC CHEMICAL_ SLEEVE ALL, 7' MR, EMBED ADHES\,E 1100 TfP INTO 2000 PSI CONCRETE 20CA CENTER STILES? PIC REV N071S ANDSCRPERDADE7MTYMARKUi`S. 2.8 PM.g ith (h, Fkift N. TRACK STEEL TO A7 —HAVE A MINJI.lUk' YiFm OF P-si DiWon NYLO RON: FR Fcxv — 'Z SGA NARRD,,' JOD 5-1/2' STPPAS AND NTEP?1-[):AIE HiHCL.- 1C, PUSH NUT IT C3 m;, E-Cen I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c HORIZ TRACK 2 DJ TO BR 4C x 11 X. N kt', 2, L I I Afll- LI 7-- 7 UP1111 Mil 11 fi Iii y 2 L;'-T VINYL OR WOOD O()OR SjOP NAILLD ON 6" CENTERS1 MUST OVERLAP IOP AND BOTH E14 DS OF PANELS NIINIMUR.i 7/W' TO MEET NECAIIVL PRESSURES Ll "I I 2xG JAMB ,.a— S'F C 53 OR DETTER A7TACHE,, 1 2000 IS TII A III fil b SiMPSO.,! SI - EEC ALL AT 2,0 2' 'NITH MIN EABL" OF - 1/4-0,.9/16" JOLT T A W'8JH v J ARLA or LOUVERS -,AN'N,-,T CX'—'O M(JIK2J 2" V -R -i TRACK NAL - .080* (%CN) T LOUVERS W! '-f BODYIMPACTS-1YRENE FRAME MAY RE LOCATED 1[4 Jr NP PONE LS OF j— BOTTOM Sr,iON 0 Ml;qi;-.;Lj,V,, VFNTILAT"ON REOUIREMENTS. 1) Ji3-'JS BRACKET OL'LL A 04L"C e-xc . 111P FIRACIFT ROLLER (P/N 125139) j B SITE CHAR! FA -FR ST -E[- -1 —,A I 1,4GL, TPE L S E FR AS -m A653-00, Clt-;At TC. ASTMT"t A525 lEh MADC (jFo OF A G9D PED T;JO JAT CF rOL 'C 4T fl) -11-U'-- LKACKE- ll LOUATED A! T. MI IL OF EACH I 1, N EXCI-Ill T. 'W S-Ec--! N! I , A! S FE C T 10 N /% 9 IAAX WIDTH--- 294t, - EDGE GIST. I PnOD__ 5/IiI5 SiMPSON STRONG TIE A BAUSIlC CHEMICAL_ SLEEVE ALL, 7' MR, EMBED ADHES\,E 1100 TfP INTO 2000 PSI CONCRETE 20CA CENTER STILES? PIC REV N071S ANDSCRPERDADE7MTYMARKUi`S. 2.8 PM.g ith (h, Fkift N. TRACK STEEL TO A7 —HAVE A MINJI.lUk' YiFm OF P-si DiWon NYLO RON: FR Fcxv — 'Z SGA NARRD,,' JOD 5-1/2' STPPAS AND NTEP?1-[):AIE HiHCL.- 1C, PUSH NUT IT C3 m;, E-Cen I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c y 2 L;'-T VINYL OR WOOD O()OR SjOP NAILLD ON 6" CENTERS1 MUST OVERLAP IOP AND BOTH E14 DS OF PANELS NIINIMUR.i 7/W' TO MEET NECAIIVL PRESSURES Ll "I I 2xG JAMB ,.a— S'F C 53 OR DETTER A7TACHE,, 1 2000 IS TII A III fil b SiMPSO.,! SI - EEC ALL AT 2,0 2' 'NITH MIN EABL" OF - 1/4-0,.9/16" JOLTT A W'8 JH v J ARLA or LOUVERS -,AN'N,-,T CX'—'O M(JIK2J 2" V -R -i TRACK NAL - .080* (%CN) T LOUVERS W! '-f BODYIMPACTS-1YRENE FRAME MAY RE LOCATED 1[4 Jr NP PONE LS OF j— BOTTOM Sr,iON 0 Ml;qi;-.;Lj,V,, VFNTILAT"ON REOUIREMENTS. 1) Ji3-'JS BRACKET OL'LL A 04L"C e-xc . 111P FIRACIFT ROLLER (P/N 125139) j B SITE CHAR! FA -FR ST -E[- -1 —,A I 1,4GL, TPE L S E FR AS -m A653-00, Clt-;At TC. ASTMT"t A525 lEh MADC (jFo OF A G9D PED T;JO JAT CF rOL 'C 4T fl) -11-U'-- LKACKE- ll LOUATED A! T. MI IL OF EACH I 1, N EXCI-Ill T. 'W S-Ec--! N! I , A! S FE C T 10 N /% 9 IAAX WIDTH--- 294t, - EDGE GIST. I PnOD__ 5/IiI5 SiMPSON STRONG TIE A BAUSIlC CHEMICAL_ SLEEVE ALL, 7' MR, EMBED ADHES\,E 1100 TfP INTO 2000 PSI CONCRETE 20CA CENTER STILES? PIC REV N071S ANDSCRPERDADE7MTYMARKUi`S. 2.8 PM.g ith (h, Fkift N. TRACK STEEL TO A7 —HAVE A MINJI.lUk' YiFm OF P-si DiWon NYLO RON: FR Fcxv — 'Z SGA NARRD,,' JOD 5-1/2' STPPAS AND NTEP?1-[):AIE HiHCL.- 1C, PUSH NUT IT C3 m;, E-Cen I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c A! S FE C T 10 N /% 9 IAAX WIDTH--- 294t, - EDGE GIST. I PnOD__ 5/IiI5 SiMPSON STRONG TIE A BAUSIlC CHEMICAL_ SLEEVE ALL, 7' MR, EMBED ADHES\,E 1100 TfP INTO 2000 PSI CONCRETE 20CA CENTER STILES? PIC REV N071S ANDSCRPERDADE7MTYMARKUi`S. 2.8 PM.g ith (h, Fkift N. TRACK STEEL TO A7 —HAVE A MINJI.lUk' YiFm OF P-si DiWon NYLO RON: FR Fcxv — 'Z SGA NARRD,,' JOD 5-1/2' STPPAS AND NTEP?1-[):AIE HiHCL.- 1C, PUSH NUT IT C3 m;, E-Cen I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c I-AlUl U L,,RS I_- SECTI&NI HE!GP.TS iBOTTOM r-1111 #3 #4 ff/— 11 AC KETS I 7 jd' 18 21" 7 21C. 7 21 21" 1 6" 10 B-0 19 18 18 is 13" 21 j i 21' A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c A R:o.,d ARBI'll DR. —S -M 4, R FLORIDA CERTfl--',fGN NO. OLMB&3I twORTH CAPOU,v. 0,3836 l3s FL,' 2- CL i A 1, Z_' c 2ux9 6' f :RU ANY v 1 s 7418EP.) j 2.75 1- T 1ZGA- s»4 1 l IOP DRACKET _ St: (r:N 10807/1- 1111-20018 339z AO FON D. .A 514 SCi WS r'acK AL,_tu_ r .FS/ I 2.72 — •Tye,. ._, 11 1 J C. CERTEI..•.11 rv„R1N C4k0LINA C,fll.lt. Ilt. it LA0. f.':i936 JJ42DTP.CK DOLT I- `7- o! o/IE 1 :O H , J F AI A UJ3 - BRACKET GR:viK)L s'R i a" 4) i /1-20.5/8 SELF- 2) 14GA WIDE THR ADIN SCREWS) BI)OY EP.D HINGES P/N )) QGTT END H 2 linidiv„Codc BRACKET A A. HOR170NT/'.L ,.. LFi `-1. AG -*,GL-- cF- S 0 r f R I S 2 4V5 KJT- AZE 4) 1/4 20.X5/8" 1.25 7.11. SCREWS 1IPapSIDE LOCK _ l JP -LIS rSRACr.-T 2i(SHOWN'N LOCKING POSI NON) i (P/N 1251$)) -1604 ONE P -4 SOC 3.2Yr ---- 1 TtP MINiMIIM U-UnRS 4) 5/16x1 -y/8•' SFE (:HART C S.:REY:S _GE 1 IpR.7ON FPL f RACK 067" THI< 510' TRAry<, B0, (2) 1/4-20 HEX NUTS 1 I I ! ` L^. 04 Ur:P.A TJR H=0..•REJ BODY Hlfdi,: 1 CENTER HINGE TYF_ SEE IN I JI' '..IJ 'OF,..-- -- bO+E DETAI!-S ON AS_t.-Y G, 1.1"1- I 1 EKAT' E.+f;ll I r I PLACF" U -BARS HINGF I r:p c'L CTIGiJ S2 i,;SOtiE DOOR ON'PvNWIS OMITTED FOR ARiTY) 1UIa( Fr J"' I I'TTT•••I j•1 KFYEU HAVJDLE OR PIM CyLiINDCR, SCC RE —DICK Srr Id P ".'JN L FUR I 1/2 SECTIONHEICIIT K ` ER.tE ATL Cr` i JN sEE PA R ACIM1' A SCREWS I r Q—o 111 /R aGA WIDE CV'c:,CV LD .)NOLs E END HINGE ,_ TYP 9'KOASo" OfAE DOOR c,'LPci-FLATS 0 K ,° D I11OH L .' 1 U TGM S OIJ ITTED .,R CLAHITY: L Ih T[RtyF TF SECIIG\!5 -.S -f SOAE DOOR rOMPOrdENTS DOM COMPONENTS nldlrTEO FOR :.LARITv) OMiTTEC! FOR C. yRITY) i 11.lUih iiQii?; rlll„rfriu uUti S.1h, F pi MR oAOE m occ 339z AO FON D. .A 514 r'acK E .i IDA CERT FICA 1011 IjC. 00434 -. 11 r e1:.u.E s J C. CERTEI..•.11 rv„R1N C4k0LINA C,fll.lt. Ilt. it LA0. f.':i936 JJ42DTP.CK DOLT I- `7- o! o/IE 1 :O H , J F AI A UJ3 - BRACKET GR:viK)L s'R i a" 4) 1/4 20.X5/8" 1.25 7.11. SCREWS 1IPapSIDE LOCK _ l JP -LIS rSRACr.-T 2i(SHOWN'N LOCKING POSI NON) i (P/N 1251$)) -1604 ONE P -4 SOC 3.2Yr ---- 1 TtP MINiMIIM U-UnRS 4) 5/16x1 -y/8•' SFE (:HART C S.:REY:S _GE 1 IpR.7ON FPL f RACK 067" THI< 510' TRAry<, B0, (2) 1/4-20 HEX NUTS 1 I I ! ` L^. 04 Ur:P.A TJR H=0..•REJ BODY Hlfdi,: 1 CENTER HINGE TYF_ SEE IN I JI' '..IJ 'OF,..-- -- bO+E DETAI!-S ON AS_t.-Y G, 1.1"1- I 1 EKAT' E.+f;ll I r I PLACF" U -BARS HINGF I r:p c'L CTIGiJ S2 i,;SOtiE DOOR ON'PvNWIS OMITTED FOR ARiTY) 1UIa( Fr J"' I I'TTT•••I j•1 KFYEU HAVJDLE OR PIM CyLiINDCR, SCC RE —DICK Srr Id P ".'JN L FUR I 1/2 SECTIONHEICIIT K ` ER.tE ATL Cr` i JN sEE PA R ACIM1' A SCREWS I r Q—o 111 /R aGA WIDE CV'c:,CV LD .)NOLs E END HINGE ,_ TYP 9'KOASo" OfAE DOOR c,'LPci-FLATS 0 K ,° D I11OH L .' 1 U TGM S OIJ ITTED .,R CLAHITY: L Ih T[RtyF TF SECIIG\!5 -.S -f SOAE DOOR rOMPOrdENTS DOM COMPONENTS nldlrTEO FOR :.LARITv) OMiTTEC! FOR C. yRITY) i 11.lUih iiQii?; rlll„rfriu uUti S.1h, F pi MR oAOE m occ r 339z AO FON D. .A 514 E .i IDA CERT FICA 1011 IjC. 00434 -. 11 J C. CERTEI..•.11 rv„R1N C4k0LINA C,fll.lt. Ilt. it LA0. f.':i936 Dote: I- `7- o! GR:viK)L s'R i a" s complying w11A tYr VkNV2 linidiv„Codc E 7::ralpra 4aroAl T t J vii— PdrPdwC-III r 4"" FFICE 1AM1 1p MPERM7IAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCC) 140 WEST FLAGL)ER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 305) 375-2901 I AX (305) 37-5-290c', Ot: NOTICE OF ACCEPTANCE NON www.buildingcodeonline.com Jeld -Wen Inc., 3737 Lakeport Blvd. Kaalamatt.h Falls, OR 97601 SCttpl,: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the. Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (.Af[J). This NOA shall not be valid after the expiration date stated below. The Mianai-Dade County Product Control Division (In Mianai Dade County) acrd/or the ABB (in areas other than Miami :Dade County) reserve the right to nave this product or material tested for quality assurance purposes. If this product or material fails to perforra in the accepted manner, the manufacturer will incur the expense of such testing and the: AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right. to revoke this acceptance, if it is determined by Miarni-Dade County Product Control Division that this product or material fails to meet the requiremeiAs of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DoorCraf't'y w/ wo Nan -Impact Sidelite APPROVAL DOCUMTENT: Drawing; No. S-21.99..01, titled " Inswing Steel Edge Opaque Steel Doors", shccts I through 7 of 7, prepared by PTC, ILC, dated 01-04-02 and last revised on 08/09/07, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade: County Product Control Renewal stamp with the Notice of .Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT SATING: Doors: Large and Small Missile Impact Resistant Sidefrte. None: Approved shutters complying w/ FBC are required Limitation: Not approved for water resistant, unless meet exemption requirement per FBC. LABELING: Each unit shall bear a permanent lal_rel with the manufacturer's name or logo, city, state and following statement: "Miarni-Dade County Product Control Approved". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable )Holding code negatively affecting the performance of this product. TEkNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be, displayed in advertising, literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NiDik shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at: tyre job site at die request of the Building Official. This NOA renews' OA rf'Q@2 t1'l_ "GAVJ.nsi consists of this page 1 and evidence pages 1.=A, as well as ; pproval doc.urnent rnentioned above. The submitted documentation wa:, rc-.vic.wed b), :lshaaq L Ch:anda,'P.E.. NOA No 07-0618.011 Expiration Date: July 03, 2012 Approval Date: September 27, 2007 Page 1 afield -Wen Inc., NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1.. Manufacturer's die drawings and sections (transferred from file # 02-0110.02) 2. Drawing No. S-2:199-01, titled "inswing Steel Edge Opaque Steel Doors", sheets I through 7 of 7. prepared by PTC, LLC, dated 01-04-02 and last revised on 08/09/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS: Transferred from. file # 02.-011.0.02. Original test conducted per SFBC, PA 201, 202 and 203-94 now known as FBC, TAS 201, 202 and. 203-94. 1. Test reports on :I.) Air Infiltration Test, per FBC, TAS 202-94 2) (Jrtiform Static Air Pressure Test, Loading per- FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (Not performed) 4) ForcedEntry Test, per FBC, TAS 202-94. 5 j Lame Nlissile Impact Test per FBC, TAS 201-94- 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --up drawings and installation diagram of an inswing steel edge steel door, prepared by Certified. Testing Laboratories, Test Report No. C'l'LA694WA, dated 4/23/01, signed and sealed by Ramesh Patel, P.E. Note: The test report was revised by an addendum letter dated April 1.2., 2002, issued by Certified testing lab, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis dated 05-24-07, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P. F". D. QUALITY ASSMA.NCE 1.. Miami Dade Bu i.lding Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-0921.09 issued to ODI., Inc. for "IIP Propropylene Doorlight A.ssernbly", expiring on 1/17/1.1. 2. Tensile 'Test prepared by Interrrek Testing Services, Inc.., Project No. J99006660- 001, dated' -1/30/99-4/2199, tested per ASTM E84 -97a and ASTM D1929- 91(trans-rerred frc:,rn file # 02-0110.02) F. STATEMENTS 1. Statement letter of conf.ornlance avid no financial interest, dated 05/25/07, issued by PTC, LLC, signed by Eric S. Nielsen, F.E. 2. Laboratory compliance letter as part of above test report. G. OTHER 1. This NOA genemis NOA # 02-0110.04, expired on July 03,, 2007 j 14hiy 1. Chanda, P.E. Product Control Examiner NOA No 07-0618.08 Expiration Date: July 03, 2012 Approval Date: September 27, 2007 E 1 EN(& Steel 8=0" INSWING STEEL EDGE OPAQUE IMPACT STEEL DOOR UNITS WI & W/O NON -IMPACT SIDELITES-. 10 GENERAL NOTES i. THIS PRODUCT i5 DESIGNED TO COMELY WITH THE 2004 FLORIDA BUILDING CODE (wirll 2005 & 2006 SUPPLEMENTS) AND HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS. 2. IX OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY i0 TRANSFER LOADS TO THE STRUCTURE AND TO BE :REL1-1.ED W BUILDING OFFICIAL. 3. PRODUCT ANCHORS SPALL BE AS LISTED AND SPACED PEP, ANCHOR LOCATION E Be',AN9RhGS. ANCHORANCHOR MBEOMENi TO BSE MATERIA:. SHALL .4 D WALL DRESSING OR STUCCO. 4. ,FF TABLE 1 DH iriS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT DO:EES NOi MEET HE YrATER REQUI , VJTS FOR `H'AQ' ZON S L:YLESS PROTEL?EC BY C'JERI-L'lA'C CGL!PLl'1"tS WITH F..0 F,EDL'tRf.'.!ENTS. , 6. SiDEL cS REGU;RE ht' &I -DARE APPROVED IM.P.4CT RESISTANT SHUTTERS. gg F,!r ARE A" OPTION AND !_iA BE USED IN 4 SLx!CLE OR DOUBLE DOOR ONFIGURARCIN. r-SfD54TAL!NSULATED STEEL DOOR(Connrn le t7`em=:m>dYdom e s e s 24 ga. (0.020•) minimum thickness, - clvcnized St rI 2 amrte.c of G. C y AKDO oerASil,4 520 with M_v cld etre. _ :h , /^rr 29.420 a_;. Imo_^.cnM, m Expanded polystyrene w'i 1.0 to 1.25Y density, by JELD-WEN, TWIG'. Dear Fonei Oanstruc.tiar, the acti ie and inacfive door panels are constructed from 24GA. (0.020" min.) galvanized steel. The face sheet bottoms are bent 90' over the 24 go. 0.021° rrjir!.) rollformed bottom roil measuring 7.67" wide x 1.21" high. The face sheet tops and sides are bent 90' over the 22 go. (0.0229" min.) rollformed top rail and side stiles which measure 1.73" wide X 1.219" high. The side stile tabs are bent 9:' o'er the bottom rail, and secured with a 0.25" 0.50" x 16 go. rivet of each corner. The interior cavity is filled with polystyrene, and the face sheets ore glued to it. Sidel'te Panel Construction: The sidelite panels are constructed from 24GA. (0.020" min.) galvanized steel. The four edges of the face sheets are bent 90' over the polystyrene core and glued to It. The panels are routed to receive the ODL Liffe Frames, and glazed with 1/8" tempered glass (under separate ODL N.O.A.). I FrameCons ruction: The frames are constructed from Ponderosa Ptne jambs measuring 1.25" wide x 4.563" deep. The door andsidelite head jambs are rno.rt!sed and butt joined to the side jambs. The door frames use on adjustable in:eshe :::easurir.g 4.56" wide x 1.173" high. The sidelite frames use a 4.56" wide x 1.173" high sidelite sili with im grei saddle_ All ottachrrrents are^ made_^^ n (3) 766A., TABLE OF CONTENTS SHT ¢ DESCRIPTION Ir 2 ENERAL NOTES AND ELEVATIONS _ VERTICAL. CROSS SECTIONS AND BILL OF MATERIALS I r 3 HORIZONIIAL CROSS SECTIONS In 4 RIZONTAL CROSS SECTIONS AND NOTES 2 q,•jCHORING LOCATiCNS AND DETAILS I 6ANCHORING LOCATIONS AND GLAZ!IdC, Dc?A!t_ 7 UNIT COMPONENTS _ - 74.50' I44X. OA FRAME WIDTH 0.88` 1 36.63` MAX. _` 36` MAX. PANEL WIDTH PANEL WIDTH I W/ASTRAGAL D T- I I. 43 6 n.ar.9D.A. DOOR I t. It I 9t I II PANEL HEIGHT I I I _ I RfP. t O.A. h'EtGHT j I I itAli lIIIISI1 (! Lj 421 Ls. II j I I i %A\ o mD FROM INTERIOk 37.75' MAX. O.A. I - FRAME WIDTH II 0.65" 36" MAX, .I TP.) PANEL WIDrNI I., ii I II7.73` 96' 43 i MAX MAX. 35 WTIDOOR98.50' WIDfi PANEL 22 MAX. O.A. 98.50' HEIGHT I FRAME J t II HEIGHT ( 4MAX. 0.4 6FRAME I I1I HEIGHT v 'I - v " I 95SO` MAX. W I nSIDRANDIITE i I I SIDELlTE12fIf + li I PANEL34, f I H "' Hr 63' 42 I 4 5` SINOE INSWING IMEP.K1 UNIT (X) VIEWED FROM it iCRtOR 9f fiAd FF r HE 1 1UT MAX. OA. FRAME WIDTH iC.85' 36.53` MAX. 0.75" MULL. 36' MAX. 75.88' 15.50" MAX. O.A. SIDEuTE FRAME WIDTH lYP)_'14.-- PANEL WiDTN - W ASTRAGAL p,U,lEI WIDTH 14' MAX. SIOELITE PANEL WIDTH 1 1.63" FAIUSi_F INSWING IMPACT U`L I Y 96.50` DOOR AND IDE(ITE PAC:CL I I II, I 3J I I„ II HEIGHT 71PI l50' O.A. tlli i i I I. 22 E If I AME iGH7 I i II 1 II i fTil I!' 7177 I I e IIy III tS I C3 kGTf" I • isI' ,tI. 2•. tl I I I i 1, I I II lj EE`Ilii111111 I .I'I'II I 1, Ir I i 1' i{ 4 1:, ifi" i II i4i1.25` I I j, A li1c:7 Ili; it I tis 7.13' MAY. D.L.O. WIDTH IMAX, MAX, D.1-0. HEIGHT I I TABLE 1: DESIGN PRESSURE RAIU, WHERE W%IMPERA WATER, INFILTRATION REGLYREMEIJ 6 D1 NEEDED I AST,4A IAL SIN.9LE W./Wo S1DEEWLb !X, Ox, X0, Oxo) j +47 psf -47 Par DOUBIi 11/1:T_ e'DPUiES (XX OX,, XXQ 0%%0) +47 psf -47 usf CAN BE USED WHERE OVERHANG REQUIREMENTS MEET THE 20W FBC REOCCREMENS. _ _ 1.63' / u I tI f k I SINGE INSW1rANGIMPACTUNITEnH:d n n.,da P. E. No. 41323 Oti t pAr,T ! 1 Es '0X01 MC, t.c q` L2 Fi'{_ObA LhI RI •R 1s3s C,3s 1 sv"et, s Ito C25 R-V.,e, Flondo 32555 fBv. c,n;n:x. d r,wd,a n H5. 2 9.L Prepared By 200729ffu PTC, LIC rhos:: 321-690-1738 Fac: 32j -690-f789 SCAL-: N.T.S. cvro. s : 9LN CHK. 9Y: RW S-2199-01 1.63" FAIUSi_F INSWING IMPACT U`L NON -IMPACT aCE IF: (L_`,O) V•FI:Eu" Tt..M ,t:iTtR,OR 70.2.5" MAY,. OA FRAME WIUiH -- 0.75` tAU'LL BAR I 15.50' MAX. OASIDELITEFRAME WIDTH 0.88' _ J6" MAX. X... TVP.)- PANEL WIDTH 15.88" 14" MAX. SIDEUIE T ISI PANEL W47OiH PROouCT RENEWED ng worn nr. p „rirnIjnncpty aatnR ctt'ae III -T E3pitxtinetiute.,TylJl 3t ot2- 79.13It 19M I 1 I MAX. in', 11 1 I HEIGHT TABLE 1: DESIGN PRESSURE RAIU, WHERE W%IMPERA WATER, INFILTRATION REGLYREMEIJ 6 D1 NEEDED I AST,4A IAL SIN.9LE W./Wo S1DEEWLb !X, Ox, X0, Oxo) j +47 psf -47 Par DOUBIi 11/1:T_ e'DPUiES (XX OX,, XXQ 0%%0) +47 psf -47 usf CAN BE USED WHERE OVERHANG REQUIREMENTS MEET THE 20W FBC REOCCREMENS. _ _ 1.63' / u I tI f k I SINGE INSW1rANGIMPACTUNITEnH:d n n.,da P. E. No. 41323 Oti t pAr,T ! 1 Es '0X01 MC, t.c q` L2 Fi'{_ObA LhI RI •R 1s3s C,3s 1 sv"et, s Ito C25 R-V.,e, Flondo 32555 fBv. c,n;n:x. d r,wd,a n H5. 2 9.L Prepared By 200729ffu PTC, LIC rhos:: 321-690-1738 Fac: 32j -690-f789 SCAL-: N.T.S. cvro. s : 9LN CHK. 9Y: RW S-2199-01 C. 75" I/. I N. ("ONC. i CONCRETEETE0.75"MIN. MASONRY eY - ----- ED GF DIST. MASONRY BY I _j0 ,VOOO WOOD STEEL OTHERS 23 E,,,E DiST. OTHERS 3 1 DOOR STEEL FACE SHEET 24GA 0.020"Mihl.) I - EV@R' 1 PINL) WOOD 1.50" - . , .- MIN. 0.2 SCREW ,.50" 2 FRAME HEAD (A qGER JOI TED PONDEROSA I .. - I , SEE NOTE 2 — MB (FINGER nIN FED -PONDEROSA FINE) EE NOTE 2 MIN. 3 FRAME HINGE JA PONDEROSA PINE) N SHEET EMBED. /&ON SHEET 1 4 SIDELITE FRAME HEAD AND JAMBS (FINGER jOINTED PONDER MAX. WOCD 1 5 '4" " 4" BUTT HINGE 12 o. (BY HAGER)TFFi 20 SCREW (HINGE9t —Llf F TO DOOR) SHIM 6 WOOD MOF o 7 1 LATCH STILE HLINFUHII; MtNJ LONG) 2 MAX. 8 ILATCH STILE REINFORCEMENT '32.13" LONG) -MDF SHIM ! 0 I INSWING ADJUSTABIE THRESHOLD BY IMPERIAL) ALUMINUMFWEAT-R COS 650,1 FOAM ISTRIFfb('H.1 UEL Q-LON w 11 DOOR TOP RAIL STEEL cc tn0 SEE DETAIL 6-1;--- ON SHEET 5 SEE DETAIL 6 12 DOOR BOTTOM RAIL —H-EE-L-J 1 5 STEEL IONSHIESEEINC3 _ DOOR SIDE STILE47' 8ON SHEET 4 0 z bc im ; STEELT4 #10 x 1 3,WPFH WOOD SCREW Lu DO, SEE NOTE 6 7-5 LOCK BLOCK LVL LVL ON ...... F6--7TI—NGESTILE REINFORCEMENT MDF 1-7 17 EXPANDED snyj BY jELD-WEN FOAMPOLYSTYRENE (1.0 to !.25 ib.lcf DEN 1 75" MIN. 3 VINYL1,911 PA1\ 5 M "'- s _ 18 INSWING VINYL DOOR BOTTOM SWEEP7PANELTHK. IeL THKI' 7- 7 19 2. WOOD SUB BUCK(BY OTHERS) WOOD cn iti: (L 20 ISHIM MATERIAL (0.25 MAX. lHK.j WOOD STEEL21KWIKSET400SERIESKNOB TFFI22KWIKSETTITAN700SERIESDEADBOLT Et 10 WOOD INS LA MIN. EMBEDMENT ______STEEENOTE223TONSCREWW11. mu zo 409B,50" STEELIONSHEET4124 .#8 x 2" PFH WOOD SCREW MAX. STEEL 25 #8 x 2 112" PFH WOOD SCREW Z,- 1512 C3 l, OVERALL 0.125" VN. 1 26 DOOR LATCH STRIKE PLATE -STEEL FRAMESTEEL 27 L STRIKE PLATE BY )MPERJA I 28 EXTRUDED ALUMINUM ASTRAGAL BY IMPERIAL ALUMINUM 98.50" EXTERIOR INTERI 29 LAWRENCE 33 C, SILICONESILICONECAULK (CR LAW 96 SILICONE30GLAZINGCOMPOUND (QSD BY QUL2..__ AL Iiu MAX OVERALL c MAX. WOOD j 18 " x 98 JNTEJ jQ PAN 1 CAP x I EL -:R ROUND SIDELITE STOP WO23/1 UA TLTFRAMEHEIGHTj331DOORi:IiCH DEAD BOLT STRVE PLATE S', E ELJ pis HEIGHT 34 SCHLAGE KNOB SET ST, E, 4PLE1960 (NOT SHOWN) STEE! 31 DEADBOLT MAX. N--TE -- I =-S.1#DCO jE36DDOWI199SEECALZING -=ZING COMPOUN PANEL N SiI.L.E' 4i -- pE.-RED GLASS BY PPG! 0DETAILON(3-7-- GLASS I HEIGHT SHEET 5 7-P 'ADL LITE FRAME 1/8- SG (SPARTECH POLYCOM PP5530 POLYPROP. 1;...: .., I I-- CURRENT OD_ N.O.A. SiEELFACE39SiDFL.ITE STEEL HEET 2 GA2C M,.- Sc _ j N-1 1_-''' f x?4 PLASCH5V (017,1- LIE FRAME, SI"EEL rz - - a.',..R (3/4 - 4 9/15" x 98 1/2 I STEELKNOBHERITAGE. SEJR; Lb EADBOLT -,Rf7 SE, STEEL I PAN HEAD SHEET METAL SCREW44r10x 14" ELCO"B", ERAL 14.5 SIDELITE THRESHOLD lV{TL INTEGRAL S.ADDLE TAPCON STEEL 1/4" EL--O TAPOON 46 0 x 2" PFH WOOD SCITEN TE 80 47 =M NAIL 16GA. x ' 4" LONG O J':R T. I STEEL SHEET 4( q TEEL 9 W. SEE NOTE 8 R48) 12 11/4' ELCO LARCON Ar4(;HCR V/ 1 1/4- Vlk LMBFD. 6 D49AMELATCHJAMB -7FINGER JOIN., ED PONDEROSA PINQONSHEET445 I goon 918 F--- 1.63" 1 . 15 PRODUCT RENVIVED 4MU 1.25' MIN. EMB 41.25" MIN cd A-pf.- N EV. BED. ulpf"floo 113t 7- 2- Prepared By: DATE: 1104102 SCALE: N.T.S. Owc. BY: WLN 2,50" MIN. t CONCRETE 1.75" CONC 2.50" MIN. 1.75'7 pa; -b PtWW Cpnf WMASONRYBY--' EDGE DIST! MIN. CHK. BY: RW DRAWING NO.: EDGE DIST. MIN. OTHERS Ed", S. TICAL CROSS F1.6d. P. E. No. 41323 FTC. LLC PTC, LLC SECTION 'VERTICAL CROSS SECTION 1535 C.g...11 street, t, S.it. C2.5 Phcne: 321-690-7788 S-2199-02 IsHEET 2 OF 7cl) I HIGH DAM SASHBUMPTHRESHOLDATNON-IMPACT SIDELITE R-kiedge, Florida 32955 Fax; 321-696-1789 o.z5 1.50" 50" MAK — MIN. 0.25" MAXI' MIN. _ — EMBED. SHIN{ SHIM EMBED. CT-- I I SEE DETAIL 6 SEE DETAIL 6_ 1 ON SHEET 5 • 23 SCP, tWnOD ON SHEET 5 c 21 34 42' Y vel ( D) 23 EXTERIOR I 1.75' MiN I PANEL THK.\ i 1 t \\ / 1 1\ '\\ `' CONCRETEJCONCRETE / / i — hVTERlOR MASONRY BY / / ' MASONRY 8Y OTHERS \ GTHERS MINGLE '0'R C HORIZGN TAL CROSS SECTION D HGRILON IAL CROSS SECT;OPJ 5 i `1S 5 0 33 r i 9 ZG 6 13 (t5— -BANE hllhlGE JAMS TO BUCK /{ ( J ' ` ) r. SEE NOTEJ3hRA...E v.TCH _AM8 T 6UCK SEE NOTE 4,; r t4Bi ON SHED 4 Oil SHEET 4' 1 SEE N,OiE ON SFiE 7,CAL TNR0Vl SQITr2 IhP 4AL .rr at,Ai THROW BOLTS (21 , E CH) Ey ' Tr T+ncR AL ON SiEE1" 4 0.37' DIA x 9.U" l,. AT TOP tJ Old I r ;, r x 9,0' r t7 rOP 20710M 29j I yACTf1tE j \ A ETER'OR AC'tVE ! ~" _K'iF81n rI l R Jr:r ci3 tt, Pianda Nl 07 LLSP c _— r— r NTERIOR HORIZONTAL CFG'SS SECTIO^1 MPERIAL ASTRAGAL AT LATCH W ER10 7 ABOVE LOCKS OCE Fvl l i Prepared By: N.T.S. 1 8 BELCW LCCK6LOCK L_ JJ' owc y _ WLN24Jj/ Niel4en OHK BY RW HORIZCNIFL CROSS SECTION Erlc s'. Florida P. E No. 41323 I D PTT;, LLe ORAWMO Na.: S-2199-03LATCHSTILEREINFORCEMENTS P'c u_s aogs"ll street, suite res ckledga, Florida 32955 I P6:one: 321-890-1753 SHEET 3 OF % I`RPE nertMc°W of AW.Mnzn4lan Ra. ase3s-_ 2 90-178.,nFn>::.: 1—G 0.75" ,MAX. i `' f_.a SEE OGIAiI 6 MULUON j 4) /; 0"! SHEET 5 2 SEE NOTE 5 SEE NOTE 6 29 V`% Of: THIS SHEET ON THIS SHEET` `\ / r / SEE GLAZING \ DETAIL ON 3 S6 1V•" a! I j, j R \ FL HEE I' iC NOTE 6 C6) 13 SEE NC;t 240 c u Pl rn^ 'r®r z r1 nN Tws sHE 1 ao 0 SEE NOTE 3 r SEE NOTE 4 rd 24 occ NOTE 3 ON THIS SHEET 47r ON THIS SF!EET ON THIS SHEET LU OX) G"N HORIZONTAL CROSS SECT)ON SHUTTERS REQUIRED AT SIDELITE-1) Q -, NON --!.PACT SIDELITE TO LA..TCH JA.hr:E SND iERS REQUIRED AT SIDI_UTE) NOTi- S xTERInR SRA IN FOR !TEM 144 THE A,10 x !" PF'! 3CREW'3 .A7ACn1Nf THE IMPERIAL ASTPAGAL TO THE INA , v ,OP IS AS FOLLOWS. _ FPOM H. On DOWN et THE BOTTOM 1,0' F 40", 5 110 180' &' 2c 0'. 2. S ACING FOR ITEM J40 THE #18 _ 1 ?/%' PLAS RE. I AS IG LOf TOP 60 1`1'041, HOR ZION IAL I Y U00? Pnf 3.0' IN FROM EACH COFNEIR2 ON TOP R )TIO HO Zl NTALI Y SIDE IT LP2N-L. 3,0' i PCm 4C r NEt RQm TuP 02M,GIN I SIDES 3.0 13.5', 24 .7.5 C.9°& FOP TEI, 47 THE 16GA x 3/4" BRAD TPSM MAIL ATTACHING THE QUARTE ..0 L ' aP,,N THE SIDEL!T AND THE MULLION CAP TO THE MULLION BAR 4ERT0,LLY i5 AS FOLLOWS: Oa HORIZONTALLY; 1.25 IN rROM EACH COF,NER t':TH (1) NAIL MID -SPAN r)r THE SIDES VERTICAI+ ( } 25" FROM EACH ENC & SIk MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATEACH.NG THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A JB x /2" PFH WOOD SCREW. WHEN ATTA-CHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE Mb+ ' IO,J US,-' ITEM #24, A 18 x 2" PFH 3'GOD SCREW. 5. SPACING FOR ITEM J25 THE #8 x 2 112" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY" SPACED ON THE FIELD. 5. THE SIDELITE IS SECURED INTO THE SIDELITE FRAME WITH ITEM 129 SILICONE CAULK ON THREE FACES AND 318" QUARTER ROUNDS SECURED WITH ITEM #47 BRAD TRIM NAILS x 314" LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND PUCK USE ITEM #46, A #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE )TEM fZ 14, A J10 x 1 3/4' PFH 'W'COO SCREW. N T ^R}L CONCRETE M:ASONRY _.. Ly OTfIERS 1 r ' i I r I t I I a SEE NOTE 2 ON SHEET 1 310.75" MAX. J - MULLION A! SEE DETAIL o' J ON SHEET 5 I DETAL ON a I ;!-tEr*r, I' iC NOTE 6 a i J'vC7 !My8ivn4i SEE NOTE5251 1SEE1n\' ON THIS SHED (JON THIS SHEET I' c u Pl rn^ 'r®r z r1 SEE NOTE 3/47 /4l. SEE NOTE r40 SEE NOTE 2 iONTHISSHEti ao 0 ce PANEL THY. a o HORIZONTAL ROSS SECTION J LU 1.50" MIN. EMBED. MAX. SHIM 4T i X i r% II l 1 I SEE GLAZING A! r' DETAL ON a I ;!-tEr*r, a o a i J'vC7 !My8ivn4i 6t1(JL13.I/; ; I <y. J c u Pl rn^ 'r®r z r1 J 25" ERIC SEE NOTE 3/47 /4l. SEE NOTE r40 SEE NOTE 2 iONTHISSHEti ao 0 00 ON THIS SHEET U ON THIS SHEET a o HORIZONTAL ROSS SECTION v? NON -IMPACT SIDELITE TO HINGE JAMS I-It c SHUTTERS REQUIRED AT SIDELITE-1) Gj i'V:I' i SEE DEIAIL 6 I N SHEE", 5 I ? s I 6 iLTJNOTE t'S THIS SHEET vI SEE NOTE 2 ON THIS SHEET SEE NOTE 3 ON THIS SHEET AT cn G,d71`G LFA! r' i a i J'vC7 !My8ivn4i na c u Pl rn^ 'r®r z r1 J 25" ERIC Eric S. Nisieen florlda P. E. No, 41323 PTc, uc 1536 r,3s.er s'traa:. Sw:o C25 RoOladgn. Florida 3295 F3FE Cam -fie , s,nF rixa2lcn NC._258;5 GLASS IHK' cr nun r No 0 1.T1;ll0 ti fcF{ SHEET 4_ OF / P n ads Pm,ibet i'aatre[ Prepared By: sem: N.T.S. qw. er: WLN tv i3J CHK, fiY: RWj,,` : Eric S. Nisieen florlda P. E. No, 41323 PTc, uc 1536 r,3s.er s'traa:. Sw:o C25 RoOladgn. Florida 3295 F3FE Cam -fie , s,nF rixa2lcn NC._258;5 at' u^v i PTC, LLC Phone: 321-690--1788 Fa%: 32}-690—}/69 11a Nq.: 1 3-2199-04 SHEET 4_ OF / 74.50" MAX. O.A. FP.,AME Vi -100H 12" SEE DETAIL 2 6 ( P )—i — 6^- (iT ? ON THS SHEET ImP.I lam) 6( TYP.? 6" (TYP.) I IIII !I I I I I ) I 8.1," 14+41" MAX. O.0 10 WOvDWOOD SCREY:' SCRs ' — I 25.94" I I 9 SEE DETAIL J i P ON THL, SHEEN 1I- I: 98.50" I: 24" MAX. O.A.- FRAME 11HEIGHTIii2° I 37.63" 5" (-yP.I-'-I F— - 7Jr . 3" (TYF.i-- 11-=. 1 I 112,13' (TYP 1 71`YP.)—I i- t SEE HS Hr F! i f.-MACTIVE A,T)VE ,.. DroIaLE rMP,f'' INSMUIG O&OR tLXO VI5VOLF-R4Z.EXr i0 y,-6 SEE NOTE 7 O J SHEET 4 i I \ a' 6 DETAIL FihVGES TO JAMB & DOOR 70.25" MAX. O.A. FRAME WIDTH -{ I_ - z SEE DETAIL 1 0.75" (TYP) MULL-- 9" (TYP.) ON THIS SHEETiTYR 3'(TYP.) i it TYP. O.C. I 2aIYfAn'. i I' IIII I l I i'Typ) \1 #10 WOODI a = (• I I I - SCREW - !! SEE DETAIL 4 1. ON THIS SHEEP I - I I SN_ NOTE 2598.50 (I I 5 SHEET 4 MX. o.A. FRAME HEIGHT I i 112 48 1/4" ELCO v TAPCGN 37. 163" i i I 3" SEE DETAIL i I `,(,— ON THIS SHEET I 24" i 26" i ii a of z. a PRnC3iiC7 A n£bvEi.. I 7- •-• I c sac l im4ile '\... n,:eNp{VlRx tr1i LaJs,ia, z Asespinm N;, lip . cTdnHos oar i'd Lc 7 e o;_ i YP.7 (TYP.) i 0 21' 2 l c0 I C 1 i 25 I I f 2424 T;-'; QUAIL 2 - AT NERD JAMB ASTRAGAL STRIKE PLATES DErA STRIKE PLATES TO ASTRAGAL 37. 163" i i I 3" SEE DETAIL i I `,(,— ON THIS SHEET I 24" i 26" i ii a of z. a PRnC3iiC7 A n£bvEi.. I 7- •-• I c sac l im4ile '\... n,:eNp{VlRx tr1i LaJs,ia, z Asespinm N;, lip . cTdnHos oar i'd Lc 7 e o;_ i YP.7 (TYP.) T;-'; rf;Y L t UM ELIR2 sly z 71; I n 0.15" M!N, COUNTERSINK waozzriWW{ g! I \" 25 I I l0 0 0 DETAIL SEE NOTE \ COUNTERSINK FOR INSTALLATION ro n 12" 4 SHEET 4 27 000 1 ANCHORS o v m DATE: 1104102 i I Prepared By: SCn.: N. DWG. ar W04 D AI! 5= AT L 0 ,ff MM LHK BY: Elie S Nielsen QUAIL 4 ASTRAGAL STRIKE PLATES Fl,naa P E. No. 41323 D M NO.; PY STRIKE PLATES TO JAMB %C• LLC PTC, LLO S-2199-05 1535 Cogn'uer Ser<e1, Sane Cts phone: 321-690- 1788Rackiedga, Florida 32955 SHEET 5 Ur' reP[ a n ie oe wmon:moe uo. z5s35 Fax: 321-690-1789 — -_ 98.50" MAX. O.A. FRAME HEIGr'T 167" MAX. O.A. FRAME 4YIDTH --- - SEE DETAIL 2 0 75" TYP MULLION5" (TYP.1-I ON CHEF! 5 I ) i 2" {TYP) .—.J SEE DETAIL 1 3" (1YP.) }- I9" (7P.) ) ON SHEET .5 3 --i - j PZ 6" (TYP.) 6., ( ) iYP.) f I (TYP. —I 3" (7YP.) 66" (TYP.) 17. ID" MAX. O.C. i i 1 Il! 111 r Illl I!! E I1lI!IIIP II Iii I. 25.94" f !I 1C 1"OOD ilii SCREW 0 WOOD I! SCREW I I I SEE 1407E 25 55 SHEET 4I f f t SEE DETAIL 3 ON SHEEII 5 - j l I- I IIII- 1Y.00"I, I I IIII I ill II 37.63" 482 I I! ELCOI Y l TAPCON J IIII 0OU2LE IMPACT INSIONC D00RI:;7 t;'CN_-;t9P,4Ct S10EL!nS FROM i 7 11(-) iEW'ED FROM EXTERIOR 39 (. 7 3O 08,50" MAX. GA. FRAME t2„ HEiCHT I j .37.63" a OSO-'i6 GLAZING OMPODtvD (DDL; TERIOP \ PANEL1 THK. INTERIOR t 17.75" MAX. O.A. FRAME Iffil) i 6" (TYP.) 14.41'. MAX. OC (TYP.) woo0 I SCR EW 25.94' SEE DETAIL 4 ON SHEET 5 { I f 24" 1 II— j I 26" JiA cov vim,, it 4 8.55' SEE NOTE 2 36 38 4G ON SHEET 4 CDLGLADNG IT DFTAiL-1 /8" TEL1 REG GLA'SK R CURRENT_70L J `o re SEE DETAIL I ON SHEET 5 Qj R SEE NOTE 7 SHEET 4 9 SING PACTJ N-4'414 iivG4 iX) rRODUC: i"n NEugD IE4'rcJ . RC''M :;-1,,R s cut F;,iy ri;;, i_ . _ ,. DID711ng £ode xrrsgrcac_ r,'a L 7-a:.f, j y •GEnyttiiuu 4y A3tatai Dail d'rodt.'tt Coa?rn3 0.125' ,MLP;. GLASS THK. Eric 5. Nleleen Florida P. E. No. 41323 PTC, LLC 1535 Cag... It Street, Suite C25 Rock:adge, Flortdc 32355 TIE GAtecete of N.iFarhIt , NC. 25935 Prepared By PTC, LLC Phcne: 321-690-1788 Fax: 321-640-1789.! N. T. S. It, WLN erR RW -- ING NO.: 5-2199-06 6 OF 17 7.. G Iii I. 25.94" f !I MAX. O.G. 24" I I 26' I1 lI 0OU2LE IMPACT INSIONC D00R I:;7 t;'CN_-;t9P,4Ct S10EL!nS FROM i 7 11(-) iEW'ED FROM EXTERIOR 39 (. 7 3O 08,50" MAX. GA. FRAME t2„ HEiCHT I j .37.63" a OSO-'i6 GLAZING OMPODtvD (DDL; TERIOP \ PANEL1 THK. INTERIOR t 17.75" MAX. O.A. FRAME Iffil) i 6" (TYP.) 14.41'. MAX. OC (TYP.) woo0 I SCR EW 25.94' SEE DETAIL 4 ON SHEET 5 { I f 24" 1 II— j I 26" JiA cov vim,, it 4 8.55' SEE NOTE 2 36 38 4G ON SHEET 4 CDLGLADNG IT DFTAiL-1 /8" TEL1 REG GLA'SK R CURRENT_70L J `o re SEE DETAIL I ON SHEET 5 Qj R SEE NOTE 7 SHEET 4 9 SING PACTJ N-4'414 iivG4 iX) rRODUC: i"n NEugD IE4'rcJ . RC''M :;-1,,R s cut F;,iy ri;;, i_ . _ ,. DID711ng £ode xrrsgrcac_ r,'a L 7-a:.f, j y •GEnyttiiuu 4y A3tatai Dail d'rodt.'tt Coa?rn3 0.125' ,MLP;. GLASS THK. Eric 5. Nleleen Florida P. E. No. 41323 PTC, LLC 1535 Cag... It Street, Suite C25 Rock:adge, Flortdc 32355 TIE GAtecete of N.iFarhIt , NC. 25935 Prepared By PTC, LLC Phcne: 321-690-1788 Fax: 321-640-1789.! N. T. S. It, WLN erR RW -- ING NO.: 5-2199-06 6 OF 4.-625" —{ 1.25" 1— 2.190 — f 0.50" WOOD HEAD & JAMBS 4 ti\7 FINGER ,!OINTED PONDEROSA PINE 0.:97"\ ` I 1.173• 4.552 ----I I c.!kS r,DJU"At'!E TuRttHOLO iu.051` kiilL (.•.SiPEitiAL) Lu rim. i I 4.562` — i WITH SEAL BOOT (IMPERAL) 1.730" i I 1.21' I 1.219" a 0.25" t i 13 DOOR TOP RAIL & SIDE STIL E 103E 22CA (0.029-j' ROLL FORMED STEEL I I` 1.67" I f OR 601111-1101V RA!!_ 12) 240A (0.021 ") ROLL FORMED STEEL 18" 1.74" — i i 0.95` U T DOOR BOTTOM SWEEP SWEEP S j EXERUDED VINYLVINYL 1.50 0.62" ri ASTRAGAL HAS TWO .312 DiA. x 9" LONG BOLTS; 1.75" rcr 1 ON TOP, 1 ON BGTTOM i- 28 ASTRAGALASiRAGAL (IMPEFJRIAL) 60517 -TE ALUM.fNUM 1 '-'- C.14 0.53" —1 SGH'LEGEL G -LGN QDS 6500 I 0:25' _ oLticAP PINE 1- 7 - ----- 1 f I i 4` A. VARIES WITH -11"'--% HARDWARE USED NOON LOCK 5 FINGER JOINTED PINE. ASTRAGAL CkSTRIKECkrl41E vJ (IMPERIAL 0.125" STEEL) I I 4` ----i N, ,GER STEEL BUTT HINGE 4" x 4` x .097" PHK, STEEL S" am, MTF J PINE I 1.73" -{ i I 0 I 2.1! 7" i I7L--" f' J 1 26 ! DOOR LAMP STRIKE PLATE i -- 0. i 25" eq L i I 59" 1.75" 262" 0 LITE FRAMEDLITEFRAME1/-8` SGSC 38 HP POLYPROPELENE UNDER SEPARATE ODL N.2A) PP_ONICT 4-;1EWED NuePiyiog with the hMorldu 6ir: Code A—pwuc X. E:Finsicn Uute Jut4n2 TI LJ8" h-' i i 110112.67" 1! ! i AOR tATCI I,- 1.150 I i S LC"' -"i=' ( 7 8 titGF PEiNF.RCEMENT 2.125" LONG C BOTTOM 44.5" LONG P TOP 5. ,a — Flaridc P.E. 41323 PTC, LLCSt—t. S.it. C25 r',nciiedge, F-Hdo 32955 EIE C M— of 4,111c,izc4on W, 259W z 86 HINGE 5TILE MDF REINFORCEMENTS Prepared 8y: 1 PTC, LLC Phone: 321-640-1788 Fax: 321-590-1789 I— : N.T.S. nwc. Br: WLN CHK. 9+: RW S-2199-07 i o= / FSICEPERMITu MIAIMI-BADE COUNTY, FLORIDA 0 NIETRO-DARE FLAGLER BUILDING MIA I- 140 WEST FLAGLER STREET, SUITE 16030. DE BUILDING CODE COMPLIANCE, OFFICE (BCCO) MIAMI, FLORIDA 33130-t 563 PRO DUCT CONTROL DIVISION (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE www.mjatni1!Lq!e.. ov/bui ldingc ode field -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules. and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority 1-Javing Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andJor the A.HJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hun-icane Zone. DESCRIPTION: Serie<63 Steel Doors - L.M.1, - w/wo Sidelites — NJ. APPROVAL DOCUMENT: Drawing No. S-2104, titled "Series Wood Edge Opaclue Outswing Steel Impact Door Up to 9'-0"x 6'-8" with and without Non -Impact Sidelites", sheets I through 8 of 8, dated 09/11/211001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Revised starnp with the Notice c)f Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RA'rING- Large Missile And Small Mkisille Impact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "M, iarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall lie considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA. will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NO.A as an endorsenicrol. o any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tc) comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT. The NOA- number preceded by the words Miami -Dade County, Florida, and folio-sved by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. T z04"arid consists of this page I and evidence pages IF - This NOA revises and '7-3Fl--- land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 08-1015.05 CMA01•"ADE COUNTY Expiration Date: August 1-5, 2OJ2 Approval Date: December 12, 2008 01 Page I Jeld-Wen, Inc. (OR) NOTICE CJS' ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2104, titled "Series Wood Edge Opaque Outswing Steel Impact Doc)r Up to 9%0"x 6%8" with and without Non -Impact Sidelites", sheets I through 8 of 8, dated 09/11 /2001 with revision E dated 09/15/2.008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on. 1) Air Infiltration Test, per PA 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 1) Water Desistance Test, per PA 202-94 4) Forced Etytry'Test, per PA 202-94 5) Cyclic Wind Pressure, Loading per PA. 203 94 6) Large Missile Impact Test, per PA 201-94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Repc)rt No. CTLA-696W, date 11/01 /2001, signed and sealed by Ramesh Patel, P.F. Submitted under A70A # 02-421L 18) C. CALCULATIONS 1. Anchor ve-tification calculations and structural analysis, complying with FBC-2004, prepared by FIT2, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E, Complies with ASTM E 1300-02 Submitted under P 0.4 # 07 0 731.04) D. QUALITY ASSURANCE 1. Miami Dade Building ('.'ode Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted ander NOA # 07-0731.04) 3. Laboratory addendum :letter for Testi Report no. CTLA-696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. Submitted under.A10.4# 0" 1211.18) 4. Laboratory compliance letter kir Test Report no. CTLA-696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and e!!d))y R esh Patel, P.E, Submitted under N0.4 It 02-1211. Jaime D.1-,ascon, P.E. Chief, Product Control Division NOA No. 08-1015.05 Expiration Date: August 15, 2012 Approval Date. December 12, 2008 E-1 Jeld-Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUI INUTTED G. OTHERS 1. Notice of Acceptance No. 07-0731.04, issued to Jeld-Wen, Inc. (OR) for their Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w/wo Sidelites — N.I.", approved on 12/20112007 and expiring on 08/15/2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. Jaime D. Gas c i, P.E. Chief, Product Control Division NOA No. 08-101.5.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 E-2 74.5" MAX. 0A FRAME WIDTH --- _ 70.25" MAX. OA FRAME WIDTH yttt SUP .875' TYP.fl 1125-' 1-1 125" . 75' .75' MULL 15.5' MAX. 0.A JELB ` * ® Steel . OA. ' p• BAR TYP. St. MAXI FRA. WIDTH ANEWIDTH 36" MAX. O.A -I 875' t..- 36" MAX OA ,1 14" MAX. WIDTH8=8"WOOD EDGE OPAOUESTEELOUTSWING W/AS7RAGpL PANEL WIDTH TYR PANEL WIDTH PANEL WIDTH IMPACT DOOR UNITS W1THJ WITHOUT SIDEL/TES GENERAL NOTES I 1 I I INACTIVE ACTIVE I 6" MAX. t. iHG PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING i '// OA D.L.O. ' CODE AND HIGH VD-OC17Y HURRICANE ZONE "HVHZ' REQUIREMENTS. I 8D" I 8C' WIDTH a 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I MAX ' LOADS TO THE STRUCNRE. D.A. O.A. 63.125" V j 1 PRODUCT ANCHORS SHALL BE AS LI"TED AND SPACED PER ANCHOR LOCATl0.v I PANEL i 1 PANEL !, 1 ! I !. Leg Fn DRAWINGS. ANCHOR EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL I HEI., HT I HE!Grfi r IfII FI I I zNI` 0. A. W II DRESSING OR STUCCO. I ®I 1,,,, ® I Dsns" 41ii4. SEE TABLE 1 ON THIS SHEET FOP, DESIGN PRESSURE RATINGS. I i BAtAX." MAX. i I l N HEIGHT THIS PRODUCT REM =: WATER REQU!P,EwE9 o FOR ItVHZ" ZONES. SEE I D.A. a `• 1 OA THE DESIGN PRESSURE CHART BELOW. ` FRAME I FRAME 6. DOORS ARf. 1ttFF"^,TEO ANC CO NOT REOtYP.E Mh.4!-DADE APPRQtTD Ii HEM,ifi I li '' i' HEIGHT I ; i ' -t i! p1 ( I a iI IMPACT RESISTANT SHUTTERS. v nC P !MP r 1 cREQUIRED 1 IE Ilil MIAMI -DA..' A. PRC.`•'Ei% !MPACT RESISTANT 5'HLTi_FiS v.4E R I ii i I ' l i it FOR SIDEUTES. ' 1 ! X51 7a, , 118. SIDELITES ARE AN' OPTICN AND CAN BE USED 1!! A SiNCLE OR DOUBLE i I ! t i! I j l l CONFICUIdATION. i 1 _ 1 i ? t I J',)I ! .I S,NOLE OU75i"tNG fkrOAC, I I o' K 7 J 0 - GNR iD.;O/ NOF!-WPAC1 95" .625° <-:nnrrg .4c; F4D:r :vTEcID4 t=o, i RcB:Onr.. r:,•n'TfG'STE'-L DOC'(C:Marr.i fo a i,s,-%nticnil '1 0.615" J Ii off, DOUBLE OUTSWING 1MFAr'7 U'viT (XXl wiz - w COMPONENT GONSTRUCTFONS WIDTH o -' 37.75` MAX. OA VIEWED FROM 15.5" MAJi. O.A. Q % z24an. (0.020; minimum thichneos. Gakanlzed Steel A.-525 { a -- o 1 ! commercial qualify - Afiiii per ASTM 620 with nkro,nge minimum yield ' FRAME WNTH i D• Sf 11TE FRAME WIDTH, : - strert F• ave. =24,600 psi. I 3G" MAX. O.A.4" MAX. O.A. wo l w I! Care esieL; E pandad poystyrene Wth 1.0 to L25 lbs.+cf dsnslry, by I .875' TYP. -- PANEL WIDTH PANEL WID'rH PJELD-WLN, INC. ~ Door Panel Const°octan: The active and inactive panels are constructed fromI24('rl (0.02)'rain..) gohanized steel. The face sheet tops and bottoms ore® s Ibent 90' over the 'op and bottom roils. The top LVL rail measures 1.67' I I fi' MAX I wide x 7.042" h1gh. The steel bottom rail is roll formed 0.021' galvanized li stect measuring 1.67" Inde x 1.21" high. The sides of the face sheet are roll fanned onto the LVL latch stile and Ponderoso Pine hinge stile which I 80" I!! mcoswe 1.87" x 1.0'. Tse interior cavity is filled with polystyrene. The MAX. II I I face sheets are glued to the polystyrene. 1 O.A. 6txed lite Const: inn sash is cars-' cfed from 24CA (0.020" min.) gd!venized PANEL I 63.125" ` i l HEIGHT steel, The edges at the face sheeMAX t are bent 90' over the po!ystyrcne cora O.A. and glued to it. The siderite panels are routed to receive the ODL Lip Lite II I ®0 D.L.O. Frames or the notional Trinity Light Frames. (See sheet 7 for glazing 81.25 O 8 ! 4EIGFIT ti: ' aIdetails.) The lite frames ore sealed w/ GSD glazing compound on the I MAX. -,- 0-qlei exterior. I FRAME I E z Frame Construction- The frames ore constructed from Ponderoso Pine jambs 1 z o z w i measuring 1.25 wide z 4.5625' deep. The door and sidelite head jambs HEIGHT ( Ell H j Y, I I 2 ai w ore morlised and butt joined to the side jambs and attached with (3) 16GA. I 2' x 7/16" crown vara stapfcs. The units use a standard bump face Pemko I I I lLll ilg z I fhreshuld measuring 4.04;" deep x LO" high. fie threstwld is attached tc r•: ' the frame with (3) ifi°-A. 2" x 7/16" crown win staples. I I Jvo!o 0 DOUBLE OUTSI7NG IMPACT ,n -1 a_ 5II T f XX N V.a 0.75` J J A SIDFi ITES VIEWED FROM EXTERIOR ABLE OFC014TENTS 0.625" I 0.625' wo mIo-. SHT DESCRIPTION SINGLE OUTSWING IMPACT UNIT (X) DATE: 9-11-01 1 GENERAL NOTES AND TYPICAL ELEVATIONS F ' W-FROM , T• c;.;vi3Ei3 f v /+ y SCALE: N.T.S. 2 VERTICAL CROSS SECTIONS AND 81LL OF MATERIALS TABU 1: - HORIZONTAL CROSS SECLONS 1 DESIGN PRESSURE RATING -WHERE WATER .c. ''"oke Ftgrido--•.k'"/ Prepared By: n n, nc _ i 7 / owc. BY: JWJ 4 HORIZONTAL CROSS SECTIONS AND NOTES I.NALT°,'DC4 P,ECt°O,6rLE72T t6 !IEECED a - CHK. By. S. SAFFELL 5 ANCHORING LOCATIONS AND DETAILS SINGLE DOOR UNIT' (X, OX, X0, 0X0) +66.67 sf -70 111 L' ' `r' Z I F'c c Melean 6 ANCHORING LOCATIONS AND DETAILS /WO P F /K - DRAWING uo.: W NON -IMPACT SIUELr(E$ 1 FloridonP C. No. 41323p-; Prc. uc FTC, LLC 5-210417GLAZINGDETAILSOG4'1&E UNIT (XY, OYX, XXQ OXXO) I ;c;, Fladc;.t Control 1535 coa*•en st,eet. S3 -2`9' 55c25 1 -- +57 psf -57 psf I Rxkieags, FbriW I Phone: 321-690-1788 I UN7T COMPoNENTS / W11A) NON -NMT Sek71TE5 'n+;T'..0SHEET 1 of 8 nope c-' a a en,m.+M ra. ueas Pox: 321-690-1789 - EXiEF"R 1"' 107 UlJ(. OA FRAME 875" .125" --- .75" MULL. hP. II 16.625' MAX. OA I 6A4 NP. l 36" MAXMAX. 11 A. PANEL WIDTH FANEL W'IOTH 11 Wi ASTPAGAL E INACTIVE ACTIVE I. II lItMAX, I HEIGHT 1.25' ;lI MAX. 1 FRAME nGHr yI Ell i 1 ui I i li iji1' CONCRETE/ MASONRY 1.50" BY OTHERS MIN. 0.25" EMB. ' MAX. SHIM i I ON SHEET 7f'' ON SHEET 5 1 17 11' oY 1.75" MIN i rFF..• > :. RANEL PIKS f INTERIOR ay-pIDR 81.25" MAX. MAX. OA C.A. FRAME PANEL HEIGHT HEIGHT I k •+ 1 r r iC SEE NOTE 9 ;.::, 3 1 ON SHT. 416 1.34" MIN. EMB. CONCRETE/ rMASONRY 1.50" / BY OTHERS, Mlle. 0.25" EMR MAX. i V SHIM SEE DETAIL 7f ON oN SHEET 5 , SEE NOTE 6 ON SHT. 4 29 1.75" MIN, PANEL THK. SEE NOTE 2—"- 23"-X ON SHT: 4(.-/ 0.125' MIN. j GLASS 114K. Ij rNFER1DR s 1.z5' h2,AX. SEE GGAZ!NG O.A. DETAILS, FRAME SHEET 7 HEIGHT SEE NOTE 2( ON SHT. 4..J \ SEE NOTE 6 ON SHT. 4 29 fSEE NOTE 8 16 1 ON SHT. 4 SEE DETAIL 7 ON SHEET 44 t J2 SEE NOTE 3f ON SHT. 4 ` 1II E 8 t GJ 4_1 i 111 4 " ! I r EXTERIiR T Bac. I" j MAX. O.A. FANEL HEIGHT 3 17 ii 32 7 /SEE NOTE 3 ON SHT. 4 1 DOOR STEEL FACE SHEET 24DESC22GA.0.020"MIN. STEEL 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD a ¢=BUTT HINGE 12ao. BY H GER) STEEL 6 9 X PFH WOOD SCREW (HINGE TO DOOR) 7 DOOR LATCH STILE LVL B IOUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 13W TRIM NAIL 16GA. X 1 FOR MULLION CAP STEEL 10 COMPRESSION WEATHERSTRIP FOAM t 1 DOOR TOP RAtt LVL Q IDOOR BOTTOM RAIL TEE 13 DOOR HINGE STILEFlNGER JOINTED PONDEROSA PINE WOOD t= r0 x 4 .3/4- PF WOOD SCRErJ STEEL 15 1-6-1/1-6 LOCK $LCC'": PINCER. JOINTED PONDEROSA PINE WOOD ITW TAPCON ANCHOR W 1 114- MIN. EMBtD. STEEL 17 EXr^Ar' POLYS r*RENE 0.0 to 1.25 Ih. ct DENSITY BY JELD-WEN. FO-A?f 1BNOT USE. i8 x WOOD SUB BUCK WOOD 0 Sa!M 0.25 FAX THK. NIC°? DENSITY O16STIC OR GRFA.TER e ydf." 400 '-RTES KNOB L s2 in4WSET 1 AN 700 SERt CADS LT NO' SHOkdtd SrcEL 3 c x 1 1 2 k ArC RES4 OCL LITE' FRAME; s 24 w8 x 2 PFH WOOD SC EW tref 25, l x 2 f 2 p'i'll, WOOD SCREW S, O x 1 MIN WOOD SCREM `1MFERAL ASTRAGAL TO DOOR St_L 27 1010 x 2- PFH WOOD SCREW I STEEL 28 1MULLION CAS H'Q0D 29 S!LfGONE CAULK GR LAWRENCE 33-G)— SILICONE r NO 1 riA71Nt- COMPOUND (OSIG BY CDL SILICONE 1 31 t BRAD TRIM NAIL 1604x 314- FOR .3 8" QUARTER. ROUND. STM 3 3 "8 QUARTER ROUND S@ELITE STOP WOOD 33 ! CORNER BLOCKS FOR STEEL DOOR 807TOA4 RAIL MDF 4 SCHLAGE KNOB SETF51 57EE 35 SCHLAGE DEADBOLT 183-60 NOT SHOWN STEEL 36 SIDELUE STEEL FACE SHEET 24GA 0.020 MIN. STEEL EEL 37 1 8 TEMPERED GLAS BY PPG GLASS 38 DL LITE FRAME SG SPARTECH PGLYCOM PF5530 C13 POtYPROP. 39 PRESSURE TREATED MULLION BAR 3 4" x 4 9.16 x 81 I4') P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL 8Y (MPERLAL ALU. NLfit 41 ASTRAGAL STRIKE PLA BY ;MPEPLALI SZE: YALE KNOB HERTAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 SIDEUTE FRAME HEAD, SILL AND JAMBS FINGER JOINTEDPONDEROSAPINE WOOD 45]LITE FRAME BY TRINITY FOR 1/2' I.G.U. POLYPROP. 46 INSULATED TEMPERED GLASS BY TRINITY AMPAC GL 55 47 1112- FRA ° NITY FOR 1" GLASS POLYPROP. 4B it' INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 ITE FRAME SCREIY J6 x 1 7/2- LONG PANHFAD BY TR11:fi{ SFcEt 50 GLAZING COMPOUND DON! 1199 SIU ONE 10 WOOD INSTALLATION SCREW N 1.JU" MIN. EhiBc'OMEFiT STEEL 52 DOOR LATCH STRIKE PLATE STJEL 53 1DOOP, LATCH DEAD BOLT STRIKE PLATE STEEL PRODUCT REVISED Plying with the Plonda Building Cod. A=pt-" No0 0 Exp Dat. o ,0/2 IDY ti1a ndc Product Can LilYL510a 4 -- / DATE. 9-r r -o1 CONCRETE•/ 1.25" s CONCRETE/ :Florid+ C // \ i Prepared By: N.T.S. 1.75" 2.50" MW. 7„ 2.50" MI MASOPIRY 1 J f I D=. BY., JWJ MIN. EDGE DIST MASONRY MIN. MIN. EDGE DIST. I +ldtt BY OTHERS cwc er: S. SAFEBYOTHERSEMB. f 2 2 n idu P. E. S. NN.. 41725 DPAWW. NO.: C41 VERTICAL CROSS SECTION PBZ VERTICAL CROSS SECTION Fm" UL PTC, LLCt575cocaaist' a s.se C25 S-21042W(H HIGH DAM THRESHOLD AT IJ UTE SASH awcrCen o Aoch:sdp4. ntdw. 32055 Phone: 321-690-1769 Face r ?d . m w.twAwtmn N0. 23ex1 l For: 321-690-1789 SHEET _.2 DF _E I SEE NOTE 4 I ON SHT. 4 1 1_ SEE DETA?. 5 ON SHEct J c C\ NURICONTAL CROSS SECTIONL0.25'° . ATCH J.A#S TO BUCK i.SO RrfN. I ` SHIM COfGF TE'f E}„<BEO. VASONRY BY O;riERS SEE NOTE 1 ON SHT, 4 2s MCJT - 1.75` MIN PANEL THK IN SEE NOTE 4 SEE DETAIL lu J \\ W SHT. 4 24 1 ON THIS 170 1 SHEET f HORIZONTAL CROSS SECTION IMPERIAL ASTRAGAL EX 1.75° MIN. PANEL THK. moi SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION HWCE-jAMS TO BUCK PRODUCT REVISED as catnplymg with the Floada8 ` s, 20 13 2 SEENOTE7 Bonding C.d. Y tanceAccepNoEzpiratianDue O ! GyL By I / Ati ' ode Product Control DiOmn J •. i1! .._ 6.i 4 1 CONCR_F c ! yASO.gRY GBY07 -mos o i 0.15' F;iP f.$ 1SHIM 1.50" MIN. g EMBED. a AS7AG4L THROW BOLTS (2) TOTAL; (1 EACH) INTERIOR 0.31" DIA x 9.0` 19. AT TOP & BOTTOM ` in SEE NOTE 2f 1 SHE400 III i C wife. t:. Flnada 4`.rl ASTRAGAL 10 SPUE, A ACHMt? T L 12 n W1.1 NOTE: ITEM 24 NOT SHOWN THISViEWFORCL>ARiTY - rdu [ arnol 9-11-01 SCALE: N.T.S. Prepared By: OAC. BY: JWJ lCq Znc s. FbNo. 41ridaP. E Ho. 173T3 Fm. u.c 1 co vl st—t, SVR. C23 FaW.dq, FWd. 32955 Frac cwwtcx, 0 we,mraa. W. PTC, LLC Phone: 329-640-7788 Fax: 321-690-1784 cwt. ar: S. SAFFELLL OPAN'B1C NO, S-1104 SHEET _,i OF 8 HORIZONTAL CROSS SECTION AT 5IpELITE TO LATCH JA E? i I. SPACING FOR ITEM 126 THE 110 x 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTNF_ DOOR IS AS FOLLOWS: rRo!z lJ TOP DOWN rt Mr BOTTO!A UP: 1.07, 2.5, 4.07, 5.5, 13.07. 18.0' & 26.0'. 2. SPACING FOR r'TEM 12.3 THE 18 x 1 1/2' PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORI7ONTALLY. SIDFI LTE PANEL 3.0' IN FROM EACH CORNER. ON THE SILIFS. MMICAtt Y FOR 'HE WZa PMEU „s: 3.0, 13.0 , 26.0, 39.0, 52.0' & 63.0'. 3, SPACING FOR TTM 131 THE IKA x 3/4' BRAD TRIM NAIL ATTACHING THE QLIARTr:R ROUND TO THE SIDELITE AND ITEU 1 TT'Z 16::A, Y: I' BRAD TRIM NAIL AT;ACHI'NG THE MULUO;'N CAP TO THE MULLION BAR VER' M-1',, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8' QUARTER ROUND): 1.25' IN FROM EACH CORNER WITH 1) NAIL MID -SPAM: ON THE SID'S MM4LLX = aQTH 3/a' QU6 R ROLA Y MULLION CAP); 1.25' FROM EACH END & SIX UORE EQUALLY SPACED ON THE FIELD. 4, WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 112' PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEVTE W48 AT THE MUUJON USE ITEM 124, A 18 x 2' PFH WOOD SCREW. 5. SPACING FOR 1171111.15 ME -.M x 2 1/2' PFH WOOD SCBM, ATTACHING THE 02655 TOGETHER AT THE 11ULLION, IS AS r"011003: 23.0' FROM EACH VERTICAL WSCORNERW17H (4) MORE SCREW EQUALLY SPACED ON .THE FIELD: 6. THE SiOELITE P ''EL IS SECURED INTO THE S1DELrME JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 3/8' DUA.RTER :ROUNDS SECURED WITH ITE11 331 BRAD TRI. # NAILS x 3/4' LOY;G. 7. WHEN ATTACHING ME HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PM SCREW. WHET:' ATTACHIIlG THE HINCE TO THE JAMB AND SIDELHE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 3/4' PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE 16 x 1 1/2' PAtNHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIOELITE LIyjRy1E FROM THE TOP DOWN VERTICALLY: 3.25', 18.0625' 32.8125, 47.5625' & 62.625'. SIDELITE L[TEFRA?iE TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAT' & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULUONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS RI 1.75' MIN. PANEL THK. s'EE NOT: 5 7 SEE OrTAJL 5 N SHEET 5 HORIZONTAL GROSS SECTION AT SID I FTrt HINGE'C,sMF jSEE NO -1E i U1ON SN 46 1_SEE DETAIL 5 ON SHEET 5 0.25' MAX. SHIM NOTE' 7 SHT. 4 PRODUCT RFVISED as complying with the Flotida Building Code Acceptance No .04 7745 38 Expiration ate (2 By_ Mianu Pro uct control i Division ON SHT. 4L SEE NOTE 6 ON SHT. 4 0.75' SEE GLAZING DETAILS, SHEET 'r P .C. :Tllj.iM.SEDithtin: Flchda. cPrudcceCcn ut t-: SEE GLAZING DETAILS, SHEET 7 EXTERIOR INTERIOR HORIZONTAL CROSS SECTION fiF S'OE'LTTE TOSUCK eri certirwvw ar TO) 41323 sun. c25 31955xnxa. uas. Prepared By fir' ff 4"7 PTL, LLC Phone: 321-690-1788 Far: 321-690-1789 DATE 9-11-01 SCALL N.T.S. WG. BY: JWJ cwc. ar. S. SAFFELL 5-2104 4 or - 74.5" MAX. OA FRAME MOTH SEE '; L 2FONnils SEE DETAIL 4 ON THIS SHT. 6* TYP. 12.5- 3, TYP. TYP. 6* Tp- 7.375- 51 l- 51 r Typ. 'yp I SPACES I SEE DEWL 5 al.25'ON THIS ShT. II i`j ukx. A F"A IFti I_ _ i 31' A1016 rep. I I - 3. M. 12.125 7 11P. TYP. N_ SEE DETAIL '3 ON THIS SHT. OUOLE DOOR WITHOUT SIDED ANCHOR LOCMQ VIEWED FROM INTER 16 F42 7 SEE NOT 401 7 SHEET 4 41 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 61.25" MAX:' OA flW,VE HEIGHT 70.25' IJAX O.A. FRAME AWTH ai 4.5' TYP. 9* TYP. 3- 6* ryp. 3. TYP. J, Typ 7-375' 3. 7"P. OETA& STRIKE PLATES TO ASTRAGAL 3, TYP. 7* TYP. 1 4 SHEET 4 25* 1 efrAIL f, STRIKE PLATES TO JAMB PRODUCT REVISED r —plyingith the Florida Building Cod: Acceptance No 7. pin'onn Date o By ortno, lylj=IM2 Product Control Division SEE DETAIL 4 ON THIS SHT. cc b44m _N g riic It=Honda ON SHEET 4 DETAIL COUNTERS!W FOR INSTALLAWN ANCHORS Prepared Or 1+ Eric s. mW( A&Iffaw Florida P. E. No, 41323 PTc. uc PIC, LLC 15 31 c*= 11-1, 5 Lw N.19155c'5 1 FEM c . ,mmm..V. M 2n= 1 Fox: 32I-690-1789 TVP - SEE NOTE 5 ON S:0-7,4 f r ' Y. _I it moi CAIX 3, TYP. 7* TYP. 1 4 SHEET 4 25* 1 efrAIL f, STRIKE PLATES TO JAMB PRODUCT REVISED r —plyingith the Florida Building Cod: Acceptance No 7. pin'onn Date o By ortno, lylj=IM2 Product Control Division SEE DETAIL 4 ON THIS SHT. cc b44m _N g riic It=Honda ON SHEET 4 DETAIL COUNTERS!W FOR INSTALLAWN ANCHORS Prepared Or 1+ Eric s. mW( A&Iffaw Florida P. E. No, 41323 PTc. uc PIC, LLC 15 31 c*= 11-1, 5 Lw N.19155c'5 1 Phone: 321-690-1788 FEM c . ,mmm..V. M 2n= 1 Fox: 32I-690-1789 9-11-01 N.T.S. sr: JWJ ey-. S SWFELL NG NO.: 5-2104 J_ OF OA. FTt4Fi. E HOCH i f 4.5' 3 3' 6' THP. 5 SPACES 3' 'iYR- 3' 107' MAX. O.A. FRAME WIDTH f J SEE DETAIL 2 ON SHEET 5 TI • THP. 16.41' M. 9' THP. 13.41° Tl7 6THP. 6" ir" 3"" MR la I !- i 3` TTP. DAM 9-11-01 ith the Fbtidat i (X 0 15.05 S N.T.S. F>k s n:m,.a FlarlCa P. E M. 41J2S 1535 Capa.:eI1 4Lmt s1lu e25 R°cklwipe, Flanao 3MO P'C, UC Phone. J21-640-1788 SLG HOTS 5 `,I. ON SHEcT 4 _ jt 1 DRAWWG N.: S-2104 SEE DLTNIL 5 E ON SHEET 5 I' WEWED FROM INTERIOR I— t 35.625" 16 THP. T1P 7' THP. t-- — i 7' SEE DETAIL 4 ON SHEET 5 7.375 6` TYP. T11 T— f IH 31° ! I I SPAG rS II III Ii•f tI f t. d 1 SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR MTH SIDE'7JTES ANCHOR LOCATIONS SEWED FROM INTERIOR 37.75' MAX. O.A. FRAME WIDTH FRI s' I it tE TYR I f SFS L SEE •'F_TAfl_ ON SHEET c FRAME HEIGHT I 36.625" I 6° TYP. PRODUC-1 P.E VISED e cempiying with the Florida Building Code Acceptance No Expiratinl Dat. ! By Mi adc Product Control Diviaion i fig' SEE DETAPL 4 ON SHEET 5 ea. a z DAM 9-11-01 ith the Fbtidat i (X 0 15.05 S N.T.S. F>k s n:m,.a FlarlCa P. E M. 41J2S 1535 Capa.:eI1 4Lmt s1lu e25 R°cklwipe, Flanao 3MO P'C, UC Phone. J21-640-1788 o. sr: JWJ cw. ey: S. —11 DRAWWG N.: S-2104 SIME DOOR '11MOUT S!DELITES AINCHOR 1;I 7^ V WEWED FROM INTERIOR DAM 9-11-01 i (X P%rWXmA By. S N.T.S. F>k s n:m,.a FlarlCa P. E M. 41J2S 1535 Capa.:eI1 4Lmt s1lu e25 R°cklwipe, Flanao 3MO P'C, UC Phone. J21-640-1788 o. sr: JWJ cw. ey: S. —11 DRAWWG N.: S-2104 W. z 35 I Fox: 321-690-1789 SHM 8 o+_ 8 _ EXTERIOR 0.125" MIN. TEMP. GLASS THICKNESS 0.50' I-- GLASS BITE 23) SEE NOTE 2INSHT4 GLAZING DETAIL ODL LITE FRAME SINGLE PANE I/8` TE7lP GLASS SPARTECH poiLycau PP5530 C?3 038 EXTERIOR I G. 125* TEMP. U lv i GLASS ii IT MIN. GLASS THK 0.75 AIR SPACE L0.125- TEMP. 75' x .50' INTERCEPT CLASS INTERIOR 0,50' STEEL SPACER GLASS BITE 50 (47i 409 SEE NOTE 8 ON SCHT. 4 GLAZING DETAIL TRINITY LITE FRAME I" INSULATED TEMPERED CLASS LUPOY EU -5007 EXTERIOR C."O' MIN. 0.125" TEMP. 0.250' AR 11 0.1 0.125° ?rMR 0.50 a .25' 50' GLASS INTERIOR G INTERCEPT BE STEEL SPACER 50 45 43 SEE NOTE 8ONSHT4 AU DETAIL TRINITY LITE FRAME 112' INSULATED TEMPERED CLASS LUPOY ELI -5007 405 w.plyM9 ith the Florida didmg Code pm. N- eouation Dt. Divaion ibe Flonda coutr i 151 9-11-01 Ed. S PmNmd BY kc. N.T.S. CVG- By' JWJ av c x Ery: S. SAFFELL Fi P. E. 4D 41323 15 Pm, LLCst—t $111*1 C23 Mdd. 32955 wawrrdw„ n_2mm PTC, LLC Phone: 32T--690-1788 321-690- 1 ?89 DPAW40 Na.: S-2104 s -r rT 7 oF 4.5625° ---- '{ 2.19" --j 1.21' %/% 0.75• 1.00• 1.00• 1.042' 1.25" // / / i / L m _Z —1 L // 0.50' 12 DOOR BOTTOM RAIL 13 FINGE I yNTED PONDEROSA 7 11 2 3 we 24GA (0.021) STEEL O PINE VWO O R LATCH STILE O(R LK RAIL FINGER JOINTED 44 PONDEROSA PINE PRODUCT REV*.SED z. c,, q:tyirg with the Florida A -u p:n Cock Aoccptarcc ;.1oa7- E., o Expo :ion Datc /Z By- Mison sde Product coma Division Cl, 125' i— 1.645' MY, C j .t,50` 1 S uum. 1 1,5$' Jr— CE f,r'x10.93iT—r-1 ... 1 ( , E rYUXi- t t i E E :u'. f_.j_.. 1 tt ir..._ L tti.75" - i t-- f.75° --i r. I 1.75` ---! 2.$2° f --- 2,52` ---I - 2.62" r'OR!tK Bi_O(. i:G'x : :.o'4e RESj1OPi 1iEsT Ek'tP f li` I.G. 7R1ii?TY L.1FE r%E "' Lf FR f ('1- jl,`zrw_..4DL sF.A`.SE J 01t`lt`._UO1lD?tel XHLEGa i2-LON Gei 650 \J POL'PP,QP. ° POLYPROP. 1 PO YPROP. tADF x _ 0' LONG 1.50 -f 1.25' `- - i.. 1' (-- 0.91 0.48" - t 0.58" 1 0.375' I 10.62' 0 t i` 1 I j I I ( 318° QUARTER ROUND T 32 SfD J7E STOP f t.74" 0.67"' i ! PINE 2040 J I o ( O ASTRAGltI HAS TWO Q.3f25" 2.50" I u 2.14' f.Q/ i DA x 9' LONG BOLTS, t - f 1.375' f -- 1 L Q 1 OR OP, 1 ON 401701# Lco— 1 1 I1111.02° ..-.j- 1.33" J, L-" 0.097' --,1-a- - - 4.000' - liA 6R1AL; ASITAGAL. STRIKE PATE DOOR LATCH STRIKE PLA FE DOOR LATCH DEAD R ST BLU HildSg) STEft BOLT STRIKE PLATE 28 fglilf.LQ- n .H= "F.EIJ60"x3 -T6 ALUWNUM (WPER1AL 0.125' STEEL STEEL PINE (61.25' LONG) 04 x 4 x 0.097' TW. STEEL 11.075" Dbk VARIES :JITH l I'WRDIYARE USED N5%D_BLOCK 15 FINGER JOINTED PONDEROSA PUDE sME N.T.S. va Ber: JWJ atx. ay: S. SAFFELL S-2104 r j- tpiyi: ^ .ith the kia;:3 --•----i c. : rig i015•oS 1.00' 4.041' 1 ' DiviEion EXTRUDED ALUWINUM - BY PEMKO 117TH WOOD INSERT PreMed W. 111, P. E. Na 47313 pm. LLC PTC,u'C 15,J C.O."t Shed. Sullr -25 rxca.e2s, Fl,.tsa 32s55 Phone: 321-690-1788 WE c,oswv a ftd9 ., ft zso.,+ Fax: 321-690-1769 sME N.T.S. va Ber: JWJ atx. ay: S. SAFFELL S-2104 r j- P E O'k F I C E MIA n DAD MIA.MI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUIL DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603PRODUCTCONTROLDPVISIONMIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline coin PGT Industries - 1070 Technology Drive Nokomis, FI, 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and. accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mayimmediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SII -700 4lumirigam-Sint le-' in€Iow - L.M.I, APPROVAL DOCUMENT: Drawing No. 4040.20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product: Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miatrd-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall tie considered after a renewal application has been filed and there has been no change in the applicable building cods; negatively affecting the performance of this product. TERMINATION of this NOA wit] occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising, literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05-1018.01 Expiration Date: March 23, 201.1 Approval Date: March 23, 2006 Page I PGT Industries N®TICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets I through I 1 of 11, titled "Alum. Single Hung Window, Impact", dated 9/l/05, with revision A dated 1/24/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201.-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F'TL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single HungWindow, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'TL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure .Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single HungWindow, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'TL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, F.E. 4. Test reports on 1.) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single HungWindow, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F'TL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per F.BC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Alu Single Hung i . anviuelYfez; P.L. Product Contro Exa finer NOA No 05-1018.01 Expiration Date: March 23. 2011 11; Approval Date: March 23, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4650, dated. 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 6. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTI. - 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2.) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with mark -ed -up drawings and installation diagram of an Aluminum. Single Hang Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed. by Edmundo Largaespada, P.E. 8. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and. sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, prepared by PGT Engineering, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONSONS 1. Notice of Acceptance No. 05-1205.02 issued to E.I. DuPont DeNemours for "DuPont Butucite® PVB" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 1.0/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER L Letter from the consultant, dated December 15, 2005, stating that the rodu tis in compliance with the Florida Bui=lding Code (FBC). anuel Pc z; E. Product Control 1,,xel ned' NOA No 05-1618.01 Expiration hate: March 23, 201.1 E- 2Approval Date: March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 118" MEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 11/8" HEAT STRENGTHENED GLASS WITH F,N .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3115' ANNEALED GLOSS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB. SHEET" F. 7(16" LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASSAT, H AN .090 OUPONT BUTACITE OR SAFLEXiKEC-PSAFE MAXIMUM PVB INTERLAYER. I GENERAL NOTES..........._ 1 GLAZING DETAILS............ 2 G. 13!16" LAMI IG:',!) LITE OF 118" HEAT STRENGTHENED CLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF Q) LIES OF V8' ANNEALED GLASS WITH A .091 DUPONT DESIGN PRESSURES__... 3 BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 H. 13/76" LAMI IG: (I' LITE OF 1/S" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 516" LAW CONSISTING OF (7) LRE OF M." ANNEALED GLASS AND (1) LITE OF 1/H" HEAT HORIZ. SECTIONS............ 5 STRENGTHENED GLASS WITH A.090 DUPONT BUT.ACiTE'OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS....................7 I. i3116" LAMI IG (1) LITE OF 'i,'W HEAT STRENGTHENED GLASS, AN A!P. SPACE AND 5116" LA .11 CONSISTING OF (2) LITES OF 1118" HE4T STRENGTHENED GLASS WITH AN .OEO I CORNER DETAIL .............. 7 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE .................... 3-11. J. 13116" LAMI IG: (1) LITE OF U8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116" LAM: CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116" LAMI !G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI !G: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1,1, VIEW AND RADIUS TOP, ALL WI LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. A.'S•:'I%5 4s a"cp+.6011, n:a II:e 41IS 5. SHUTTERS ARE NOT REQUIRED. hateoaa ko! I Pfktr! s e ihassaci cn& 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. G[4--. 7. REFERENCE TEST REPORTS: F'fL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTI. -A650, FTL-4651 AND FTL-4723. A 1 8. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701. (/ r --'— 0/O TErHNU C'Dk`/t J \ fJl<pU GENERAL NOTES F h i/2TO6 D NOTE 7_ OE E L.U. . SINGLE HUNG W_INDO' ALUM.N_, RobeFr FE. TI--423TO __-_____ 1 NOKCMIS f 274 L s:h/.v_ EL kClark, 39712 i _ h_ —te__• _ IMPACT SH700 4040 2013/fO/05 _ LA— DM. BITE 18" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/6" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5(16"LAMINATED GLASS DM. BITE OM. BITE EXTERIOR INTERIOR ALL SECTIONS) j 1-^— '+(1 ANNEALED OR HEAT STRENGTHEN=D GLASS I-- -- .090 SOLUTIA OR DUPONT PVB INTERLAYER 116" AANNEALED OR HEAT STRENGTHENED G' --%SS I-----F— 7116" LAMINATED 7/16" LAMINATED GLASS F` f!9" ANNEALED CR HEAT STRENGTHENED CLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER f /6" ANNEALED OR HEAT STRENGTHENED GL:\S OM. BITE 3/f 6" ANNEALED OR HEAT STRENGTHENED GLASS I—+— .090 SOLUTIA OP. DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/9" HEAT STRENGTHENED GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI hc1cTECnM)Lo YDRIVEI GLAZING DETAILS NOKOnn. F. 3,27-, ---- ALUM. SINGLE HUNG WINDOW,, IMPACT O CHANGE 7HiS S.YE[i o. a 'x ;1.9 z,__—TT _ a NCKOf.'iS -13221: :,i{( . a:..rc. a". " s - alioroioo _r +»a Full 2 f7 4040-201_ __._.: A;• ? ns ew:lp:y ,. is enc r4'ITtiN iius;i!:tK i.CJI' o „ fJx'.Y iYtf:.snf graft k u6¢t.:.Cna i R,"1 L Carl:, RL E 539712 5/16" LAMINATED AIR SPACE I 1!8" HEAT STRENGTHENED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI OM. BITE 3/f 6" ANNEALED OR HEAT STRENGTHENED GLASS I—+— .090 SOLUTIA OP. DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED AIR SPACE 1/9" HEAT STRENGTHENED GLASS 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI hc1cTECnM)Lo YDRIVEI GLAZING DETAILS NOKOnn. F. 3,27-, ---- ALUM. SINGLE HUNG WINDOW,, IMPACT O CHANGE 7HiS S.YE[i o. a 'x ;1.9 z,__—TT _ a NCKOf.'iS -13221: :,i{( . a:..rc. a". " s - alioroioo _r +»a Full 2 f7 4040-201_ __._.: A;• ? ns ew:lp:y ,. is enc r4'ITtiN iius;i!:tK i.CJI' o „ fJx'.Y iYtf:.snf graft k u6¢t.:.Cna i R,"1 L Carl:, RL E 539712 N VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION 40" TABLE 1. TABLE 2. WINDOW HEIGHT 70.0 70.0 -70.0 50 5/8"M01 HEIGHT OVER SASH HEIGHT 63" 76" 0 +60.0 i -bac.0 f 80.0 -80.0 80.0 -80.0 0 +g0.0 -80.00+80.0 44" 505161, 63" 80.0 661 -661080,0 -80.04 D,E,J,K 69.6 -69.6 57.2 1 -572 0 +80.0 -80.00 is5!8" 215;16" 2G1{4" 63.3 -63.3 64.0 1 -64.0 0 +75.8 -7585 IfWIDTH 2G" 57.4 -57.4 58.6 1 -58.6 0 +68.6 68.6 56.5 1 -56.5 53.0 -53.0 53.5 1 -53.5 0 +63.4 i -63.4 52.0 j -52.0 47.9 -47.9 48.3 -48.3 ALL HEIGHTS TO 76" HIGH 70.0 -70.0 + - . 70.0 -70.0 +67.6 I 6". 6 80.0 -80.0 MEETING RAIL i SH I STANDARD VIEW AND RADIUS TOP WINDOWS WITH HIGH SILL OPTION 40" D,E,J,K TABLE 2. IWINDOW 70.0 70.0 -70.0 44" HEIGHT OVER SASH HEIGHT 70.0 -70.0 70.0 -70.0 +70.0 70.0 f 48" 29 314" 3E 313" 44" 505161, 63" 69.6 74" 76" D,E,J,K GLASS TYPE 1215116" 46318" is5!8" 215;16" 2G1{4" 2 33111 30518" 3171?6" IfWIDTH 2G" A, B, G, 70.0 -70,0 700 -760 70.0 -70.0 +70.0 -70.0 +70.0 1 -760 700.0 70.0 -70.0 70.0 j -70.0 32" A,6,G,1-I , 70.0 i -70.0 70.0 1 -760 70.0 -70.0 + - . 70.0 -70.0 +67.6 I 6". 6 8, 58.151 E +56.6 I -56.E 55.2 165 37" A,S,G,H 70.0 -70.0 70.0 -760 70.0 -70.0 +70,0 f -70.0 +58.0 I -58.0+51.3 51.3 50.0 50.0 48.6 1 <i8.6 40" A,B,G,Fi I +70.0 -70.0 70.0 ! -?0.0 70.0 -70.0 +67.6 1 -67.1; +54.2 54.2 57.7 ! -57.7 56.1 -55".'1 54.7 -54.7 44" A,B,G,H 70.0 -70.0 f 70.0 I -?a0 70.0 -70.0 +60.2 602 +49.6 i -49.6 53.7 ! -53.7 52.9 1 -52.9 51.7 1.' r 48" A,B,G,H 7OA I -70.0 70.0 -70.0 66.3 ! -66.3 +56.3 ' -56.3 +45.1 1 -45.1 49.5 49.5 48.5 48.6 47.8 I 47.8 53 1/8" A,B,G,H 70.0 1 -70.0 70.0 ! -760 61.4 t -6 i.4 1 +51.6 { -51.6 +40.8 -40.6 44.6 1 -44.5 43.8 43.8 419 I 42.5IUP1-0 $3 1/8" C,D,E,F,I,J,K,L - ALL HEIGHTS TO 76" HIGH 70.0 -70.0 CUSTOM VIEW: AKIO RADisiS TOP WINDOWS WITS' HIGH SILL OPTION WINDOW HEIGHT WIDTH GLASS TYPE S0511811 1 60"i 63" TABLE 3. 76" 40" D,E,J,K 70.0 -70.0 70.0 -70.0 +70.0 70.0 70.0 -70.0 44" D,E,J,K 70.0 -70.0 70.0 -70.0 +70.0 70.0 69.4 -69.4 48" D,E,J,K 70.0 -70.0 70.0 i -70.0 +69.6 69.6 63.2 -133.2 531/8" D,E,J,K 70.0 -70.0 67.2 1 -67.2 1 +62.9 62.9 UP TO 53 1/8" F,L ALL HEIGHTS TO 76" HIGH 70.0 70.0 MEETING RAIL - F--; - X, ..PSH A 5116_ LAMI - 116" ANNEALED,.090 1!B" AIJfJEALED tFTL464 B. 5(16' LAMI - 1/( 8" ANNEP,LED,090,1/8'HEAT STRRENGTHENGTH - 7, 4648, 4723 ENED) _- - FTL-4647, 4648 C 5116" LAMI - (1/8" HEAT STRENGTHENED -090,1/8" HEAT STRENGTHENED) - FTL-4647, 4648 D 7116 LAM113/ 6 ANNEALED 090 3/16-'ANNEALEDZFTL-4645 E 7/16 LAMI (3/16'ANNEALED 090,3/16"HEATSTRENGTHENEDI -- - FTL 4645 F 7/16 LAMI (3 16" HEAT STRENGTHENED -090, 3/16" HEAT STRENGTHENED -`-- G. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5116" LAM! - WS" ANNEALED -090,1/8" ANNEALED) FTL-4646, 4651. 4723 a H 13/16" LAM! IG - 1/8" HEAT STRENGTHENED .AIR SPACE 5:15 LAMI - 1'8 ANNEALED,.090,113 HEA S_TRE JEGTHNED' L---'-- -'--- FTL-4646. 4651 I. 13116' LAM! IG - /8" HEAT STRENGTHENED HIR Si ACE F/!6 LAM! 118 HEAT STr ENGTHENFD ^90,118' HEAT STRENGTHENED) FTL-4645, 4651 J 13/16' LAMI IG 11R' HEAT STRENGTHENED, HtNED NIR SPACE 7116 I AMI • (3/16 ANNEALED -090, 3/16 ANNEALED) FTL-0649, L650 K. 1,3/116" LAMI' 1.1/8" HEAT STRENGTHENED, AIR SPACE 16' LAMI - 13116" ANNEAI D .090 3/1 i' NEAT STRENGTHENED) FTL-0649, 4650 L. 13116" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMi - (3i16" HEAT ST RENGTHENED,.090, 3/16" HEAT STRENGTHENED) FTL-4649. 4650 NOTE: WINDOWSW!TH THE LO'N SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. ADD FTI -4723 7D GLASS TYPES F K. I 1170 TECHDESIGN PRESSURESnG.OGY LARNE NCKOMIS, 1134215 1 nue: x _ 29 -- i A.4. SINGLE HUNG LAV?NDOW, IA?PACT NOKOMIS fL:y4214 I 1 b./ ficcrer I'S`a--!c,-_ _- lae• I--- +.no L NTS 3- - 11 4040-20 A F7, AEETHN,G Ril.L 1 j - SASH App-d-.p€yutg k;ty tha Florida "c6d""a rw e mleRkRE rvaaa os" - oL mtaml Dade !^rodu trot fay . L 7 i Li p6 Rnhe-t L CIalr, D2, PE : 39'12 Stlll tu'W - -_ - -- I 53 I/8" MAX. WIDTH (ALL) -'I i 49 5.%8" MAX. FIXED I DLO (ALL) D I .i ill I SEE DLO II TABLE 0 Ili D III _ _ III 76" MAX. j---,, HEIGHT SEE DLOIII IIII 38 t6' MAX. MAX,) IIII X - Ij SASH N_r-IGhT Ili I'I IIII I 48 1i4" ,4PJ:. VENT DLO (ALL;•' DE fAlL A III III i I SEE DLO il i. TABLE II' I O 34 1/2" 34 3/16" B 41 5/8" III HEIGHT III III I 20" 3EE DLO TABLE III X '<' II SASH SEE DLO I HEIGHT L O DETAIL D O VIEW CUSTOM SASH III_ DETAIL B VIEW (STANDARD SASH' DETAIL E - ..., I HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1 /4" A SII DLO I' C SII I SEE DLO E SEE DLO 52 1/4" TABLE O II O 76" MAX. III_ III 76" MAX. IV 76" MAX. III HEIGHT SEE GLC3 IIII HEIGHT IIIIIII 27 —1,18- 8" TABLE — X NO C 4 SASH DETAIL B VIEW (STANDARD SASH' NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. F K t 2410 A NO CHANGE T+IS SHEET DETAIL E RADIUS TOP (CUSTOM SASH C DETAIL E - ..., I HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1 /4" SEE DLO I' C 40 718" I III E SEE DLO 52 1/4" 52 5/16" TABLE O 76" MAX. III_ HIGH SILL HEIGHT 34 1/2" 76" MAX. I Ili HEIGHT ill 1—I Ili II 27 —1,18- 8" I SEE DLO TABLE X I is ii SASH 16 3/8" 1 rt= TABLE 5. HEIGHT NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SEE TABLE 2, SHEET 3 FOR STANDARD SASH HEIGHTS. F K t 2410 A NO CHANGE T+IS SHEET DETAIL E RADIUS TOP (CUSTOM SASH C DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1 /4" SEE DLO I' C 40 718" D 525/8" TABLEli O 52 1/4" 52 5/16" SASH I ISI 76" MAX. III_ HIGH SILL HEIGHT SEE DLO TABLE DETAILIC RADIUS TOP (STANDARD SAS VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 41 5/8" 41 1 /4" C 41 1/4" 40 718" D 525/8" 5211/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 27 7/16" 27 1/8" G 27 7/16" 27 —1,18- 8" DD 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. o TECFINOLOG Y riily° I I EVATIONS NOKOMIS, `L 34215 ••.: j ;, c. UA -9PpF;0,% 1529 AL. SINGLE HUNG Vl7INDOlnJ, IMPACT OKJMIs -L 36276 ea __--ANTS 4 11, 4040-2.0 A p raeed ^a rnar:yisry : if G ^i:e S'7oriLu Sl,ti in ry_. 0-r Rcoeh L. Cie ,. PizSnuc!ur: MAX. EjHEIGH I ----2_.7s4„ ( SEE NOTE) BALANCE PARTS USED L--F— MAX. VENT DAYLIGHT OPENING ON SASHS >40 LBS INSIDE 14&1 6) r3l MAX. UP 0 FIXED — 2.710„ LITE 4 '7. 8 -07R 17 - DAYLIGHT11LIGHT .- 1-7 OPEN,2 7 25 MAX. FIXED LITE DAYLIGHT OPENING - vr— MAX, W! DTH OUTSIDE S=C-! ION A -A 2 3 PAP 'EDBALAN'CE TS USED ON SASHS <40 LBS i !I III NOTE ONE SWEEP LATCH. LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATEDFE11 6' FROM EACH SIDE OF VENT. 2UI ,D E I hTA"I NbJUt: I MAX. VENT DAYLIGHT OPENING2110"— 111N\ IT OUTSIDE 11 HIGH SILL) LOW SILL) I 5L BE- NOTE) ( 4 WE 4(SEE NOTE) I f SECTION C -C -`1'1=11F ULTRALIFT69 I ULTRALIFTr: RADIUS TOP 3 ) (\—rl2, ONLY ONLY ( HEAD DETAIL) SECTION B -B ALTERNATE HIGH SILL LOW SILL SHOWN) 4 1070 TECHNOLC SECTIONS r"cl COX 1529 ALUM. SINGLE HUNG WINDOW, IMPACT 1124106 A VO CHANGE —T -11S S—HC—ET---- OKOW' 5 40, 40-20J, 10/;f3/05 Hali 1 A a L, C'.,k, P F. PE 1197, 2 2.784--1 qIT 1.36 062 FLANGE FRAME HEAD 4002A, b063 -T6 06Z ji FLANGE FRAME !AMB 4004,6063-T540 -T=l USED AS RADIUS TOP HEAD) 062 Ll 2.1,555 FIXED MEETING RAIL 4054A, 6063H S -T 6 6, ) FLANGE FRAME SILL (HIGH) I ) 4050A,6063 -T6 062 —1 2.830 2.330 1-2.784--1 3 FLANGE FRAME SILL (LOW) M003C, 6063-T6 1.513-+--! F-738 490 P 040 T SASH. STOP SASH STOP COVEP7 4025, N,63 -TF, 441053, 6063-T5 i F L Su1 1.707 062 SASH TOP RAIL 4006C, 6063HS-T6 2.326 II I 1.979 SASH BOTTOMIRAIL(LOW) 128) 44007, 6063-T5 2.326 II 2.636 062 C68)' SASH BOTTOM RAIL (HIGH) 4051 A, 6063-T5 F.K. 1 1,2410C I A it,'O CWVGE- THIS SHEET I OT . NOLOGYDry VE NOKUlo;S el --1427b 0 807 1529 C' FL 427,4 AT HEAD AND SILL V I E VVD - D VIEW E -E 0/1 & VIEW HEAD & SILL. RADIUS TOP SILL, (RADIUS TOP HEAD OHM FRAPOE CORNER 00NSTRIJICTIO4 11 k 1.349 GLAZING BEAD, 5,'16" 40396,6063-T5 SASH SIDE RAIL 44008, 6063-T5 050 V I 678 l 14196—I 404 GLAZING BEAD 7/16" 44222, 6063-T5 i 050-4Z '678 1.096—1if GLAZING BEAD, 6/16" 40446,6063-T5 USED IN/ GRILL KIT) 633 ry 050 6781.097 050— ib- — (4-6), GLAZING BEAD, 13/16";G1.115- 1 ij #4067,6063-T5 45) GLAZING BEAD, 7/16" 4985C, 6063-T5 USED vVi GRILL KIT) EXTRUSIONS & FRAME CORNER DETAIL ALUfvl. SINGLE HUNG WINDOW IMPACT SH700 j Ha!f 1 7 , 11 i 4040-20 i A R= JI -1111 I I ELD LONG CREW OSS (2) kpp-,VW as owlying Tom Fw.dl. um;Gh- C Z .F raw Nd. - ANCHORAGE FOR 1/1 WINDOWS TABLE 6. SUBSTRATE: WINDOW HEIGHT ANCHOR TYPES.--- 26" 38 318" -^4" 50 5!8" 691/2-163'. 72" 74" 7F" o o o o a o to `U O N'O vIZ ;O <`lo NWINDOWGLASS ° O 40 O ° i0 o vZ 'o <v O ^i0 O N0 vZ . 0 " o o io U O N O NIZ O N.O NjZ O O 'O `^IC o ''o U IO N;h L O 'IO IWIDTHTYPE ISS ;U 2 U ; I U 1 ULl U 19 118" ALL TYPES 1 1 1 1 1 1;2 171 1,1 112 12 1T1 212 —1 T-2 2 2 212 2 2 313 21-2]212 24" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ALL TYPES 1T1 I1 1T1 12 1!2 1'1 2'2 112 1 2 2!2 2;2 112 2 3 2?2 2!2 1 1 1 3i3 2'312 2 I 32„ CDEFIJKL 1 1 1 1 1 1 1 1 1 1 1 2 1 1 T_..--_ __,._—__ 1 2 1,2 112 112 1 2 2 2 ^r2 1 2 2`3 2- 213 2 2121322313 2 1 1 3r4 3)4 I 3T3 1 1 1 1 1 1 2 1 1 i ,.3._2 ._2. -.2 -2..32 j i ' 1 311Z2_, 2 j -....2 1' 1 2 i. 21 1 2..2. ,..2„ 2 3 212 3 3 3 2 13 212 tI C,D,E,F,I,J,K,L 1 1 2 1 1 2)-2 _.. 1_ 2 i _! 2 2 _ 1 112 ^121^11 In3 2;2 1i212i3!2;3,2i?. 2; 213 212 314 2 4 2T3 4r4 3/4;13 t 2 i _ 2 2 1 _ 2 1 —{ A,B,G,H -1-r2 2 11 2 '11 22 1-21-177 1 1 1 2 1 1 1 i 2`31 2 2 2 312 3 2,2 3131213 2'2 3i3 2 31;'21 f II—^ {!`-_ j1— 2 1 2 2 _ 2 2 2 ,('_ 2 2 lf--2- j 2D, E, F, ,; KI 11 111 G;' 11GIL IG13 IT2C 2j,-„ G'3 L. j la'+(G L13 2 2 4 5 .4j'213 A,B,G,H 1 .` .I 2 1 2 ¢E 2 2 2 2 2 2 2 g 1 2 1 2 2 i 1 0 2"1 0 ,.,_3 .3... `,.,_..1?..yzT? ^1.3...._ if_' 3,.3 2 3{2L<@374 a1`4 E 1 2 24„ 2 2 2 2 2 L t 2 2 2 2 D,E,F, v K L ee1f 1 2f`1 2' ails?f'2i2 jr3 121? i1et?i2!3 2 2 2? a 5 3 c-13 4 Z L 2 2 I 2 2 L L 2 2 L LfA,B,G,H ff T 2'3 2 I 2 2 I f 1 2 1;2 1;2 2 3 2 3 E3f31213 2 2 3:32 3 2 3 3 Tz 3 4 314 213 I 48" CLrIJKI ? 2 7 2 2 2 2 2 -_ 3 2 2 1 2 2 3 2r 217 31312 ^ G 1 3 3 4 [.!4 .3 4 5 3(4 3.3 3 3 2 4,1,614 5 31 4,B,G,h 2 FZ 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3, ..22.133213 2 2 1 2 4 9;4272112122232122,3 2r.,.V 213213 3T 3 212 3 2r3 2 2 2 2 2 2 2 2 2 3 2 2 1_33 2 C,D,E,F,I,J.K,L 3 3 531!8" 2 1 3 ^, 12 1 12 11312 1 3 2' 3 3: 4. 2 x 4 2 3 3 4 -2-T-212431334 2 5 6 4; 6 3 4 2 2 2 2 1 2 1 2 -2 _2 2 2 2 2 2 2 2 2 2 2 A, B, G, H 2 3 1' 2 1 2 21 3 2 1 3 2! 3 3 1 4 1 2 1 4 2 3 2 4 2' 3 2, 3 2 1 3 2 3 2 2 r4 2 :. 4 2! 3 SPACING BASED ON THE FOLLOWING MAXIMIM DIMENSIONS: HEAD - 18 1/2' FROM CORNERS JAMBS ABOVE MEETING RAIL -'17 1/2" FROM TOP CORNERS JAMBS BELOW )MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT RE=QUIRED IN SILL GLASS TYPES: A. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED,.090,1/8" HEAT STRENGTHENED) C. 5/16" LAMI - (1/8" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED) D. 7/16" LAMI - (3116" ANNEALED,.090, 3116" ANNEALED) E. 7116" LAMI - (3/16" ANNEALED -090, 31'16" HEAT STRENGTHENED) F. 7/16" LAMI - (3/16" HEAT STRENGTHENED -090, 3116" HEAT STRENGTHENED) G. 13/16" LAMI IG - 118" HEAT STRENGTHENED, AIR SPACE, 5116" LAM! - (118" ANNEALED,.090,1/8" ANNEALED) H. 13116" LAM! IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED,.090.1/3" HEAT STRENGTHENED) 1. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5116" LAMI - (1/8" HEAT ST RENGTHENED,.090,1!8" HEAT STRENGTHENED) 1J. 13116' LAMI iG - 118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAM! - (116" ANNEALED,.090, 3/16" ANNEALED) K. 13/16" LAMI iG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" ANNEALED,. 090. 3/16" HEAT STRENGTHENED) IL. 13116" LAMI IG - 1/8" HEAT STRENGTHENED. AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 114" ELCO SS4 CRETE -FLEX 3 -#12 SCREWS 2. INSTALL 111 WINDOWS IN MIAMI-DADE COUNTY PER TABLE 6. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 114" TAPCONS, 114" SS4 CRETE FLEX, OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 FOR CLASS TYPE A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD 2 JAMB ABOVE M. T ;. RAIL f 2 3 JAMB BELOW MTG. RAIL — ito7orec4N crome I I1 ANCHORAGE SPACING, 1/1 WINDOWS OKO IS,F 4275 i—! ALUM SINGLE'-IUNG WINDOW IMPACT F A AO Cl IANFE THIS SHFE'- 9011, 3.[74 I _ — . ods-- Fh 1. 779.5 J f 10105 I , f NTS!"8-". 11 404/1_20 /1 i - - -- L=_ I Approved llt eu .Oyi-s with EAt9 PJt:r1.Y-Oj L NF;HQRAGE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE 7. ANCHORAGE NOTES: UBSTRATE: _.._.. WINDOW HEIGHT - -- 29 3/4' 38 313" 114 5 5/$ - 81" T 72, 74, 78" n TYPES: NC'r€OR TYPES :-` 1 --.- a - ANCHOR ,Y. ES: IOI 0 IU 'O 0 U I0 O :U 0 i0 'U _0 '0 In 0 'U ^:-1/4 ELCOTAPCONS NINDOW GLASS X 1 0 `SIO . z X 10 N- 0 z r ' O N_ z C N O N z m I 0 w O X 10 __ N a z 2 1/4" ELCO SS4 CRETE -FLEX10O. -10 O O 0 _O O '!O 0 `0 O O I r -O O '-10 O WIDTH TYPE i IU j X13: U S U IU i'S is' O i U 3-912 SCREWS 191181, ALL TYPES 1 1 1 1 1 1 1 1 1 1 t 1 27. ......_ r. ....... ._ ..... .. ,.... .._._._ .... ... -. ....._ _ .......,._... INSTALL STANDARD VIEW AND RADIUS TOP1, 1 1: 1 2 1 1 r1 111 2 1 1 2 1 1 1! 1 212 212 2! 1 3; 2 2 i 2 2 1 WINDOWS IN M!AMI-DADS COUNTY PER TABLE 7. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24„ 1 1 1 1. 1 1 i 1 2 1 1 1 1. 1 1 1 2! 2 2 2 1 1 ?T 2 2 2 2; 1 3, 2 2 2 2, 2 3 1 2 3 1 2 2; 2 1 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -RADE 1 1 1 1 1 1 1 i 1 1 1 1 i i 1 1 COUNTY TO FULL DESIGN PRE=SSURE, USE 1(4" A.B,G.H _.. ,_. r.. - _l...- ,_... _,._.._, ...- _.,_.... _r_ 1 1 1 1 1 1 1 1 1 1 1 2; 2 2 2 1 1 . 2 2 1 2 2 1 3![ 2: 2 2 1 2 4 2 3 r2 3 1 2 TAPCONS, 114" SS4 CRETE -FLEX, OR 412 SCREWS Al THE ANCHOR QUANTITIES SPECIFIED IN TABLE 71I11 1 1 I 1 1C,L,E,F,I ,K,L .G ..-i - I- - ..-._ _ .--- - - -t FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED 32" 1 2`2 e 2 111 2 < 7_ 21'1 T21. 2 2j2 2 31_ -12 i2 43 313 312 IN CONCRETE P„B,G H 1 1 1 1 1 1 1 _ 1 1111 i,1 2'2 2 2 1 12 2 2 2 312 .212 2 312 3 2j221 4. ANCHOR QUANTITY KEY: C,D,E,F,I.J K L _ l 2 1+ € L i L 1 1 2 2 i 2 1 7_ < z,., 6 L, [! t 1I t 1 212 212 21,1 2 2 2 L 2 2 3 2 Li2 2 2 3 3 5.Sj3 "2 4.3 3 3j3 > HEAD F 2 1 ! -+- i - i 1.. < ! 1.. 2 i 2 ; ° < ! i (-1 -r 1 i JAMS AC1U`JE I 7 G HAILA,B;GH 2 2- jd; l!1 1 2.21?—cit2 2r-213!2 L 2 . I C,D,E,FI, L - i%12,22,2 21212 2 23 [ L JL4— 3 3j2 41.{ FbiB BELOW n:1TG 2 < 2 2- < 2t < 1 2 iE _ _ 2 2 i 2:21 ?I`.I`IL'G,rL 2,i2i21;22 s,[2!2 2„L_ s!' Zj2 2 -2 aft 3x32 2; 2! ° 2 12 2 l z 2 2 2 12 ! 2€ 6 .D E,r,t,J K . .....'rte t I"; t F = t2 T2 ,s ST1- +-r 1g„ 2 2 2 i 1 2 2 <( L 3,' 2c L 2 4 3 3 312 4 4!3€ 3 A,B,G H 2 2 - 2 < 2 2 9( 2 2 2 2 2 ''''`''2 ' 2 V 2 L 2 j 2'2 2.,7 L 2 2 '.L 3:2 -1 1- dig 2j2 ? z 0 2`__aj3 ' gl . LC,D,EF;I,jCL .._r 2 .... Z. _? z 2 2 2.s 2 .? T 4$„ 1 J..2 z. TT ' 3 3 L6a 4Iv 4v 3i ABGH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2..., j _71-57 ° 2 2r2 212 52 2 2 2i2 3!2 2 2 „2! 0 2 2;2 2 2 413 3;3 3;2 1 2 2 2 2 2 2 3 2. 2 3 3 2 3 3 2 531/8" C, D, E,F,I,J,K,L "212 2 z. 2 2,..3,, 2 .,,L J 2. ..2 _2 ..3.1.3 2 3 i,.Z1 2 37 3 ..3. 3.. 2 2 4 .4 3 :.3 3 3 5,.4 4. 4 .4..,_3 j ABGH 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 212 2;212.2 3'2 2r2 212 3_12 -2 1-2. 3 2 2 2 7.2 3 2.22 2.2 313 913 3!21 HEAD - 18 1/2” FROM CORNERS j JAMBS ABOVE MEETING RAIL - 17 1/2” FROM TOP CORNERS AND 25 1/2" O.C. I JAMBS BELOW MEETING RAIL - 15" FROM BOTTOM CORNERS AND 6" BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL ArprevedescucrplpLRgwivlilha 0 GLASS TYPES: A. 5116" LAMI- (1/8" ANNEALED,.090,1i$" ANNEALED) B. 5/16" LAMI - (1/8" ANNEALED;.090,1/8" HEAT STRENGTHENED) Yue, 271 i'ge`3%r 'roi C. 5/16" LAM! - (118" HEAT STRENGTHENED,.090,1/8" HEAT STRENGTHENED, D. 7/15" LAM! - (3/16" ANNEALED -090, 3116' ANNEALED) E. 7/1:3" LAMI - .3116" ANNEALED -090, 3116" HEAT STRENGTHENED) € F. 7/16' LAMI - (3/16" HEAT STRENGTH ENED,.090, 3/16" HEAT STRENGTHENED) 13116" LA":'I 'G - "rR" HEAT STRENGTHENED, AIR SPACE, 5(1E" L^,D!! - !1/3" ANNEAL=D,.090,118" ANNEALED) H. 13/16' LAMI IG - 118" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" ANNEALED_090,1/8" HEAT STRENGTHENED) I 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 5/16" LAMI - (1/8" HEAT STRENGTHENED -090,118" HEAT STRENGTHENED) J. 13/16" LAMI !G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7116' LAMI - (3116" ANNEALED -090, 3/16" ANNEALED) K. 13,16" LAMI IG - 118" HEAT STRENGTHENED, AIRSPACE, 7/16" LAMI - (3/16" ANNEALED -090, 3/16" HEAT STRENGTHENED) O/ L 13i16" LAMI iG - 1!8" HEAT STRENGTHENED, AIR SPACE, 7'16" LAMI - (3r^,6" HEAT S'TRENGTHENED,.090, 3/16" HEAT STRENGTHENED) 4 110„TE C„N ,z, E F ANCHORAGE SPACING, STANDARD VIEW r K 4106 ! T O A VG ; Hi +rthE; G. > z t 39 ALUM SINGLE HUNG WINDOW, IMPACT w;,. —r:,- Robert L Ua'rc. E. rFK l CK7,l11S . .34274 j l f.y 5 V H P :z ?2 i s/e v cs G /a TS L 9 11 4040-20 Sm'xa; ,l ANCHOPAGE FOR CUSTOM VIEW AND RADIUS TOP WINDOWS TABLE 8. SUBSTRATE: WINDOW HEIGHT ANCHOR TYPES:--_ 29 3/4" 38 3!8" 44" 50 518" 60", 63" 72", 74", 76" in. IO 0 cN1pN;O0OM1p pSZrzWINDO L Ip 0 Z rIp NO Z0 p D 10O pZ OO N!U oz W GLA TYPE OWIDTHO; f( jO 1 1 1 1 1 1 191/8" D, E, F, J: K, L._.. 1 1 1 1 1 1 1 1 1 1 1 T_ _-.. 1 1 ! 111 1T1 1 1 1!1 i.1 1; 1I 1 1 1`1 1 1 2 1 2' 1 1 7.271 2;1 2 1 3 1 3;1 211 1 1 1 1 1 24" D. E. F, J, K: L — • - 1 1 1 1 1 1 1 1 1 1 1 1 r- -- - - --- —,_ 2 112 ?i2 1-1-T 1,2 1;2 111 r- 2;2 1;2 1;1 2,2 2.2 2!1 312 2!2 2ti 412 3 2 311 32" D, E. F, J K, L 112 2 1 1T,'211 2 112 1 2 2 2 2'2 1 2 2?2 272— 2 2 4 2 3 3'2 5 2 4 2 3 2 D, E, F, J,K,L....T- i 1 1 ....1 1 1; 2 1 2 1, 2 2; 2 1,2 112 2 2 1 2 2 1 2 L 1 2 2 1 T_ _... _., .. 2;2 2; 2 1 2 3 2 2 1 2 212 4 2 3' 2 3 2 5 2 4 2 4 2 40" D, E, F. J, K, L 2 2 21lI T 1!...11^ I ? tee L; 2 2 2 . 272 3 2 2;2 22.422'3^2 3 2 2 2 2,21'!" 2 6;2 4r2I4.2 44" D, E, F, J, K, L 2 2 2 2 2 1 ofI—"2.1- 112 2- _2 _ 2 2 2 2 _2 2!2Z2;312i2!2r2'2 S 3 11 !2 X13 r1 yid i1 e I 31_ 42' 2! 21 .E ,,2j20l3 2i 41 31?.7..i i L 2- 2i 2 D,E,J K. " 112 3 2 2 3 2 2 3 2 2 2 L 2 .2i2;3 212212'2 2'2 314 3 2 4!2;Si2f4:24' 2 2G 2 2 2 1 2 2 F,L 3, 3J 2 3 3 L 3 3 3 3 2 p za11q. i 3 l 31? 2 2 3!2 3 2;2 2 3218'2'_ 3!3 2'3'212 5 3 413 312 7!3 53 512 E 2 2 2 2 2 2 D: E,J,K 1j ! X12 213+2 2 2 3 1 6 2 3 2 3 1 3 2 3 L 1 2 22;3 2i 33 2'3 22 —T.-3 i2 613 412e 2 SPAC:N ;• EASED ON THE FOLLOWING :TAXIM11M Di VIENS!ON3: f HEAD - 18 1!2" FROM CORNERS J J.A":"BS ABOVE MEET.NG RAIL - 47 112" FROM. TOP CORNERS AND 25 112" O.C. ! JAMBS BELOW MEETING RAIL - 6" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS TYPES: D- 7116" LAMI - (3/16" ANNEALED,.090, 3/16" ANNEALED) E. 7il6" LAW- (3116" ANNEALED,.090, 3/16" HEAT STRENGTHENED) F, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3/16" HEAT STRENGTHENED) J. 13/16" LAMI IG - 1/8" HEAT STRENGTHENED, AIR SPACE, 7116" LAMI - (3/16"ANNEALED,.090, 3/16" ANNEALED) K. 13116" LAMI !G - 1/8" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI- (3116" ANNEALED,.090, 3116" HEAT STRENGTHENED) L 13/16" LAMI IG - 118" HEAT STRENGTHENED, AIR SPACE, 7/16" LAMI - (3/16" HEAT STRENGTHENED,.090, 3116" HEAT STRENGTHENED) 7 Jaa Pki/2410E NOCHANGET;=IISSHEFT 0 TECHNOLOGY OR'VE NOKO'V S FL 34275 F ) 0 1152. NeNCIMI„L 34r4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - 412 SCREWS 2. INSTALL CUSTOM VIEW AND RADIUS TOP WINDOWS IN MIAMI-DADE COUNTY PER TABLE 8. 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI-DADE COUNTY TO FULL DESIGN PRESSURE, USE 1/4" TAPCONS, 114" SS4 CRETE FLEX OR 412 SCREWS AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 FOR GLASS TYPE_ A AND ANCHOR TYPE 1 INSTALLED IN CONCRETE. 4. ANCHOR QUANTITY KEY: HEAD JAMDABOVE M.`G.'V',!L—.- , J i JAMB SELOW MTG. RAIL —1 m6zndc UaSdia L'c . D.t- iSi3hii_Q$ _ P.'.:ieai ids L'Yaa' 'tw i 6<— a— C ' ANCHORAGE SPACING, CUSTOAA VIEW TALUM. SINGLE HUNG VViNDOW. IMPACT Rob hL CI.K ?.F a.,.n, Vn Nb Rr rrr '-7 F E 439712 i Sr1 IVTS 10 , 1 4040-20 A t t a CONCRETE ANCHOR SEE NOTE 1 % 2x WOOD BUCK WOOD ANCHOR SEE NOTE 3) (SEE NOTE 2) CONCRETE) 4 ( WOOD) 11 /4" MIN. OPTIONAL 1x _ t _ -__. 11/2" WOOD BUCK ' g - — ViiN. SEE NOTE 3) - U 114" 1MA . - MAY,. - SHIM SHIM DETAIL A DETAIL B TYPiC;AL HEAD ANCHORAGE EXTERIOR INTERIOR— > BOTH HEAD DETAILS) 1/4" MA.X. 1 1/4" i SHIM MIN. p. f .I ; CONCRETE ANCHOR, FH BELOW MEETING RAIL. SEE NOTE I) 4 CONCRETE OR CONCRETE BLOCK) Ltx BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 3) DETAIL C TYPICAL ,.IAMB ANCHORAGE L INTERIOR BOTH JAMB DETAILS) EXTERIOR 1'5 NOTES, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" SS4 CRETE -FLEX. MINIMUM DISTANCE FROM j ANCHOR TO CONCRETE EDGE IS 2 112". 2. FOR WOOD APPLICATIONS IN MIAMI -BADE COUNTY, USE #12 SCREWS, 114" TAPCCNS OR 114" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKSDEPICTEDAS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. I 4. FOR ATTACHMENT TO ALUMI[ILIM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET ISE. AL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM,,. IF THESE CRITERIA ARe MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR T.APCONS MAY BE USED. 5. ANCHORS ARF_ NOT REQUIRED AT THE SILL, 6. FLAT HEAD ANCHORS, WHERE R2Qt_'I •:.D, MUST HAVE #,,. TRU1FIT FIEADS. ' 114" M.0.X.; _1 1/2' _ SHIP_ - 1 MIN. j WOOD ANCHOR, if - / FH BELOW MEETING I j RA!L. (SEE NOTE 2) J • L (7rt4,rc+l rsrn 2x WOOD'BUCK SEE NOTE 3) aE M,S, DRro1p I ANCHORAGE DETAILS NOKO— — ALIJMr SINGLE HUNG WINDOW, lMPAC7 K in_ 1 4 10C M^TF 5 4: F -A7 HFAC.^,NCr10R'.. 3 i529 _ s.• FK.,K •,. s .,,.... 1 ii 0 05 L 34274 SH7f) I Half l t 1 -, lit 4040-20 A Apa ';,'d ea mmClyl:y„ •o.,rb [hc L•ufd:u i;nnu Rn!v. C1R:4 AU O Rabe LI Qa...,P.E. PEh <, S c:u-a 62 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO Box 1788 SANFORD, FLORIDA 32772 PHONE: 407.688.5150 EXT. 5332 FAx: 407.688.5152 PLAN REVIEW COMMENTS Date: 5 / 21 / 2010 Application Number: 10-1490 Contact Person: Zack Miller Contact Phone Number: Contact Fax Number: (407) 264-6284 Contact E-mail Address: Project Description: Single -Family Residence Job Address: 2513 Princeton Avenue Plan Review Comments: Preliminary Review ARCHITECTURAL 1. Submit second set of Product Approvals for windows and doors. ° X ! o STRUCTURAL 1. Submit span table for 2x6 ceiling joist. The tables I have looked at do not provide for span of house. 2. Sheet A2.2. (Framing Plan Roof ). No lumber sizes for Valley, Hip framing. MECHANICAL 1. N/A PLUMBING 1. N/A ELECTRICAL 1. N/A Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by E-mail at joy.deengsanfordfl.gov. Respectfu' 4 Joy Deen Plans Examiner 1- 05/21/2010 FRI 15:35 FAX 0,.. FAX TX REPORT *** TRANSMISSION OK JOB NO. 1480 DEPT. ID 111 DESTINATION ADDRESS 94072646284 PSWD/SUBADDRESS DESTINATION ID ST. TIME 05/21 15:34 USAGE T 00'45 PGS. 1 RESULT OK CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO Box 1788 SANFORD, FLORIDA 32772 PHONE: 407.688.5150 EXT. 5332 FAX: 407.688.5152 PLAN REVIEW COMMENTS Date: 5 / 21 / 2010 Application Number: 10-1490 Contact Person: Zack Miller Contact Phone Number: Contact Fax Number: (407) 264-6284 Contact E-mail Address: Project Description: Single -Family Residence Job Address: 2513 Princeton Avenue Plan Review Comments: Preliminary Review ARCHITECTURAL 1. Submit second set of Product Approvals for windows and doors. STRUCTURAL 1. Submit span table for 2x6 ceiling joist. The tables I have looked at do not provide for span of house. 2. Sheet A2.2. (Framing Plan Roof). No lumber sizes for Valley, Hip framing. MECHANICAL 1. N/A PLUMBING 1. N/A ELECTRICAL 1. N/A Any error or omission in this plan review shall not be construed to grant approval of any vinlntion of nnv of the nrinntarl codec nr inimirinnl rnrlinnnrrc of this inric-lirtinn Plrncr, rlirrrt 0001 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO BOX 1788 SANFORD, FLORIDA 32772 PHONE: 407.688.5150 EXT. 5332 FAX: 407.688.5152 PLAN REVIEW COMMENTS Date: 6/3 / 2010 Application Number: 10-1490 Contact Person: Zack Miller Contact Phone Number: Contact Fax Number: (407) 264-6284 Contact E-mail Address: Project Description: Single -Family Residence Job Address: Plan Review Comments: Response to re -submittals. ARCHITECTURAL 1. Please clarify by fax or e-mail the species and grade of lumber to be used for ceiling joist. STRUCTURAL 1. N/A MECHANICAL 1. N/A PLUMBING 1. N/A ELECTRICAL 1. N/A Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by E-mail at joy.deenMa,sanfordfl.gov. Respectfully, Joy Deen Plans Examiner 1- 06/03/2010 THU 15:45 FAX FAX TX REPORT *** TRANSMISSION OK JOB NO. 1502 DEPT. ID 111 DESTINATION ADDRESS 94072646284 PSWD/SUBADDRESS DESTINATION ID ST. TIME 06/03 15:44 USAGE T 00'44 PGS. 1 RESULT OK CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION PO BOX 1788 SANFORD, FLORIDA 32772 PHONE: 407.688.5150 EXT. 5332 FAX: 407.688.5152 PLAN REVIEW COMMENTS Date: 6/3 / 2010 Application Number: 10-1490 Contact Person: Zack Miller Contact Phone Number: Contact Fax Number: (407) 264-6284 Contact E-mail Address: Project Description: Single -Family Residence Job Address: Plan Review Comments: Response to re -submittals. ARCHITECTURAL 1. Please clarify by fax or e-mail the species and grade of lumber to be used for ceiling joist. STRUCTURAL L N/A MECHANICAL 1. N/A PLUMBING 1. N/A ELECTRICAL 1. N/A Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332 or fax to 407.688.5152. You may also contact me by E-mail at joy.decn sani=ordfl. gov. 14001 JOY DEEN x ATE SUBMITE®: aPPLicea-raoN # l o — I"-1 9 0 ADDRESS: CONTACT PERSON: x 6T- CONTACT PHONE #ate BP250U01 CITY OF SANFORD Application Tracking Step Selection by Revision App-Li_c.at i1-0-0-0--0--0-1-4.9-0---------.- Address 000._0__0-14.90_____ _._ Address . . . . . . . . . . 2513 PRINCETON AVE Parcel Number . . . . . . . 06.20.31.502-0700-0080 Application type _ _ :,__NEW_ SINGLE_ FAMILY HOME_ - ATTACHED ------- Old CID . . . . . 03290500 Tenant name, number . . . . Type options, press Enter. 2=Change 4=Delete 5=View 6=Fast log 8=Action log maintenance 9=In/out maint Opt Path Agency description Rev Step Req BUIL A O1 Y A O1 Y ffG & ZONING A O1 Y UTILITY DEPARTMENT A O1 N 6/07/10 14:31:12 Key Dates --- - Review Summary - In Est Cmpl Resulted Stat By 06/07/10 06/30/10 06/07/10 PRC JD 05/19/10 06/30/10 05/21/10 IR DR 05/19/10 06/17/10 05/19/10 PRC MM 05/19/10 06/30/10 05/19/10 PRC RB Bottom F3=Exit FS=Land inquiry F6=Add F7=Revisions F8=Misc info inquiry F9=Corrections report F10=View 2 Fll=Sort by agency F24=More keys To: Debbie Blanton Page 7 of 8 2010-06-14 14:04:31 (GMT) 14072646284 From: Zachary Miller Un M_ Proposal valid for thirty (30) days from date listed below. Once executed, this contract is only valid for above described work and is not valid for any other similar work. Pricing in this contract is also only valid for above described w—ork_and_is_not transferable to other-similar-work.— CLIENT acknowledges that any unforeseen conditions will be subject to change order to CLIENT. Barring extreme circumstances, such as acts of God, extreme and unusual inclement weather, strikes, lockouts, material and/or labor shortages, lack of availability of Wility services, material cost shall remain fixed as noted in this contract. No work shall commence until contract is executed. Contract is not considered executed until initial deposit is made and funds confirmed. The proposed budget does not include any municipal fees and ALL PERMIT and IMPACT FEES will be paid for by CLIENT in addition to the proposed budget. Basis for Payment: For cost break downs and total sum of project see PROPOSED BUDGET. PAYMENT SCHEDULE: Fees for Basic Services shall be payable as follows: Initial deposit 15% of total contract 9,149.41 + $1,200.00 fee for construction documents At completion foundation 25% of total contract and any outstanding Change Orders 15,249.02 At Sheathing inspection 25% of total contract and any outstanding Change Orders 15,249-02 At Mechanical, Electrical and Plumbing Rough -in 25% of total contract and any outstanding Change Orders 15,249.02 At Mechanical, Electrical and -Plumbing Trim-Oul 5% of contractntract and -any outstanding -Cha Orders _._. Vv 3,049.80 At Issuance of Certificate of Occupancy and Final Punch out 5% of total contract and any outstanding Change Orders 3,049.80 Total Contract Payment schedule submitted —byy financial institution, where payment is remitted monthly based on percentage of completion will be accepted in lieu of above payment schedule. Stated fees are plus reimbursable expenses. Payment is due and payable upon completion of each phase. Any changes to contract shall be in written form and applied to Construction Documents include in contract prior to change in work starting. To: Debbie Blanton Page 8 of 8 2010-06-14 14:04:31 (GMT) 14072646284 From: Zachary Miller CBC 1251569 IA- DATE ee, CLIENT -Authorization: - -- BY: Dr, Stringer DATE To: Debbie Blanton Page 2 of 8 14072646284 From: Zachary Miller MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita St. Sanford, FL 32771 P(407)792-3955 F(A07)26A-6284 www_millerconstructionservices.net FL Reg. CBC1251569 THE PROJECT AND LOCATION: DATE: AGREEMENT BETWEEN (CONTRACTOR): AND (CLIENT): LEGAL NOTICE: 2513 Princeton Ave Sanford, FL 32771 May 11, 2010 MILLER CONSTRUCTION SERVICES LLC 8241 Via Bonita Ct. Sanford, FL 32771 Florida Registration GBC1251569 Curtis Miller Vice President Zachary Miller Vice President Phone: 407-792-3955 Fax : 407-264-6284 Mayfair Circle LLC 1403 Medical Center Dr. Suite 100 Sanford, FL 32771 Phone: 407-302-3444 ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR S' RrnNTRAf-. r'nR FAILS TO PAY SUBCONTRACTORS OR SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED To: Debbie Blanton Page 3 of 8 2010-06-14 14:04:31 (GMT) 14072646284 From: Zachary Miller 1V YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REOUIiRECD TO PROVIDE YOU WITH WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER". FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. SCOPE OF SERVICES: The CONTRACTOR proposes to accomplish the following construction services for the CLIENT: To accomplish the complete Construution Documents (including Structural engineering) and complete the construction of the home on PRINCETON AVE. in SANFORD, FL according to Construction Documents provided by CONTRACTOR and reviewed and approved by CLIENT prior to construction (construction pricing based on plan and elevation in this contract). See attached plans for clarifications. If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions are disturbed and in no event later than 21 days after first observance of the conditions, Claims by the CONTRACTOR for an adjustment to the contract sum or the contract time must be made within 21 days after the first observance of the conditions. TIME SCHEDULE: Construction shall be completed 90 working days ("Contract Time") from date of permit approval. The Contract Time is for services listed only in this agreement. Additional time may be required if additional services are requested or if delays are caused which are beyond the CONTRACTOR's control. In the event that additional services are requested, the CONTRACTOR shall state whether the additional services will result in the need for an extensinn of the contract time, and if so, the amount of days that the requested additional services will add to the contract time. The failure to request an extension of the contract time on a proposal for additional services will .a,ve any. vnf f'la r. ent 1100 a ti mc $xtsnSlc`r'infeS$"" - " the CONTRACTOR expressly reserves its rights to the time extension on the proposal. The CONTRACTOR shall notify the CLIENT no less than five (5) days in advance of when any responses are due from CLICNT on any subject. De", yu that will be. conZ4dUred not the fault of the CONTRACTOR include, but are not limited to delays caused by the CLIENT or his representatives, delays due to acts of God, extreme and unusual inclement weather, strikes, lockouts, material and/or labor shortages, lack of availability of utility services, fire, storms, theft and vandalism. ADDITIONAL CONSTRUCTION SERVICES: To: Debbie Blanton Page 4 of 8 2010-06-14 14:04:31 (GMT) 14072646284 From: Zachary Miller F1 Any changes beyond approved plans shall be subject to a change order and charged to CLIENT. CONDIT-IONS. - - CLIENT shall designate a representative to act on its behalf with respect to the project, such representative to have uulliurity to render tirnely decisions and approvals regarding performance of CONTRACTORS services. CLIENT shall designate a representative to :pct on its behalf for billing and accounts receivable responsibility. The CLIENT shall furnish all legal, accounting and other services and expenses required to prepare, present and process any application for governmental or private financing mortgage insurance or subsidy. CLIENT represents that to the best of its knowledge, records and investigation, the project and requested services will not include exposure to, or analysis of, hazardous subetancoe or wastes (including, but not limited to, asbestos or any material containing asbestos or any disease directly or indirectly related to asbestos). The CLIENT acknowledges that sunh materials are largely uninsurable risks excluded from CONTRACTOR's standard errors and omissions Insurance. In the event such substances or contamination are found to existat the project, the CLIENT agrees to indemnify, hold harmless and dofend the CONTRACTOR and CONTRACTOR's sub -consultants, if any, and their respective principals and employees, to the fullest extent allowed by law from and against any and all environmental risk claims, liability or damages, however caused, associated with the presence, discharge, release or escape of such waste or contaminants. In the event such substances are encountered, the CONTRACTOR may suspend contructlon. In light of CONTRACTOR's limited ability to protect or to insure against certain environmental risks attendant to involvement with the subject project, CLIENT shall release, indemnify, hold harmless and defend CON I RACTOR and CON FRAC I OR's sub -consultants, if any, and their respective principals and employees. to the fullest extent allowed by law nonnerninp any aruf ail environmental claims, liability, costs and/or losses of any kind or cause whatsoever even in situations involving actual or alleged "active negligence" or "design defects" and excluding only indemnification for any indemnity's sole negligence or willful misconduct found by a court of competent jurisdiction, related to the Project and any or all of the following: 1. The dispersal, discharge, escape, release or saturation of smoke, vapors, soot, fumes, acids, alkalis, toxic chemicals, liquids, gases or any other materials, irritant, contaminant or pollutant in or into the atmosphere, or on, onto, upon, in, or into surface or subsurface soil, water or water courses, objects arid/or any tangible or intangible matter, whether sudden or not. 2. , Any other subject, element, or topic for which any claim is made, that CONTRACTOR's Professional Liability Insurance Company that is responsible for coverage on the date that said claim is made, deems excluded from CONTRACOR's Professional Liability Insurance coverage. 3. Radon Gas. 4. Electromagnetic intrusion and/or effects. CLIENT shall purchase and maintain, during the course of the project's construction, builder's risk "all risk" insurance if deemed necessary by finical institution providing financing. It is the CLIENT's responsibility prior to or during construction to notify the CONTRACTOR in writing of any of which the client has actual knowledge errors or omissions in the drawings and other documents. The CLIENT will be responsible for any defects in construction if these procedures are not followed. The CLIENT warrants that funds are or will be available for prompt payment under the terms of this AGREEMENT. The CONTRACTOR shall be entitled to full payment for completed work regardless of the timing or the CLIENT'S failure to receive financing. The CONTRACTOR is NOT a co -venturer with the CLIENT and payment of fees is NOT at risk. Tn• rlahhia Rl—fnn Pardo .; of R 7nin-ns-1d 14-nd-R1 (ruT) 14n79RdR7R4 Frnm- 7anhary Millar F9 Statements are due and payable upon receipt, and the CONTRACTOR shall Have the right to suspend work or withhold completed work on this project, or any other project in progress between the CLIENT and CONTf3ACTOR-if-payments-are_not-received- within -thirty -(30) -days -o# -statement --dates. If a performance time schedule is involved in the work under this AGREEMENT, any time lost while work is suspended will be added by the CONTRACTOR to the end of any such schedule. If work has been suspended by the CLIENT, the ARCHITECT shall retain the right to charge a restart fee, to be negotiated prior to resumption of the work. Payments due to the CONTRACTOR and unpaid thirty (30) days after the billing date under this AGREEMENT shall bear interest from the billing date at a rate of 1 % per month. The CLIENT agrees that in the event of CLIENT'S failure to pay amounts due, under the terms of this AGREEMENT, the CONTRACTOR shall have the right to utilize professional collection services, and to receive payment from CLIENT of collection fees in addition to contract amounts due. CONTRACTOR shall maintain Comprehensive General Liability coverage, a statement of policy held by CONTRACTOR shall be given to CLIENT or representatives before starting work. The CLIENT and the CONTRACTOR, respectively, bind themselves, their partners, successors, assigns and legal representatives of such party with respect to all covenants of this AGREEMENT. Neither the CLIENT nor the CONTRACTOR shall assign, sublet or transfer any interest In this AGREEMENT without the written consent of the other. CONTRACTOR shali have the right to include photographs, drawings and information on the project in public relations and marketing materials, and to submit photographs, drawings, and Information to design competitions and publications. CLIENT may include information about ARCHITECT in promotional materials, sales centers and model units, advertising and other display of project plans and information if project is built and finished substantially as designed. In recognition of the relative risks and benefits of the project to both the CLIENT and the CONTRACTOR, the risks have been allocated such that the CLIENT agrees, to the fullest extent permitted by law, to limit the liability of the CONTRACTOR and his/her subconsultants to the CLIENT and to all construction contractors and subcontractors on the project for any and all claims, losses, costs, damages of any nature whatsoever or claims expenses from any cause or causes, including attorney's fees and costs and expert wltness fees and costs, so that the total aggregate liability of the CONTRACTOR and his/her subconsultants to all those named shall not exceed the CONTRACTOR's insurance coverage limits or the total projept fee received for services rendered, whichever is greater. it is Intended that this limitatinn apply ro any and all iiamilty or cause of action however alleged or arising, unless otherwise prohibited bylaw. Notwithstanding any other provision of this AGREEMENT, and to the fullest extent permitted by law; neither the CLIENT nor the CONTRACTOR, their respective officers, directors, partners, employees, contractors or subconsultants shall be liable to the other or shall make any claim for any incidental, indirect or consequential damages arising out of any circumstances that are outside the COWRACTOR's control, such as acts of God, extreme and unusual inclement weather, strikes, lockouts, material and/or labor shortages, lack of availability of utility services or delays that have been given notice as explained in this agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract and breach of strict or implied warranty. Both the CLIENT and the CONTRACTOR shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others Involved in this project. If at any time either party should feel that the other has materially breached this AGREEMENT, then it shall notify that party in writing setting forth clearly what must be done to cure that breach; and thereafter the parties so notified shall have seven (7) calendar days to take that prescribed action. Any claim which To: Debbie Blanton Page 6 of 8 2010-06-14 14:04:31 (GMT) 14072646284 From: Zachary Miller E n- M either party has or may have against tho other is irrevocably waived if the claiming party et> not at least_ ................ . notify the other party in writing of the existence of the claim within one year of the date when the claiming party_knew_or-should-hav_e-known that -it -had -or arguably -had -the-claimin-the-event-of-failure-to-cure-the— - breach, this AGREEMENT may be terminated by either party upon seven (7) days written notice. In the event of termination, where the CONTRACTOR is not in breach of this agreement, the CONTRACTOR shall be compensated for all services performed to termination date, together with Reimbursable Expenses then due. In the event of a termination where the CONTRACTOR is in breach of this agreement, the CONTRACTOR shall not be entitled to receive further payment until project is finished. If the unpaid balance of the contract surg- excmeds cost I - stvf f ntshing rite pi and other darllageS IrtLUrrep by the CLIENT and not expressly waived, such excess shall be paid to the CONTRACTOR. Should any litigation be commenced between the parties hereto or their personal representatives concerning any provision of this Agreement or the rights and duties of any person in relation thereto, the party prevailing in such litigation shall be entitled, in addition to such other relief that may be granted, to a reasonable sum as and for their or his or its attorney's fees and any other litigation costs in such litigation. The parties agree to personal jurisdiction in Seminole County, Florida and that the sole venue for any .. _ _ dispute arising out of this agreement shall be in Seminole County, Florida. In an effort to resolve any conflicts that arise during the construction of the project or following the completion of the project, the CLIENT and the CON I RACTOR agree that all disputes between them arising out of or relating to this AGREEMENT shall be submitted to non binding mediation unless the parties mutually agree otherwise. The CLIENT and CONTRACTOR further agree to include a similar mediation provision in all agreements with independent contractors and consultants retained for the project, thereby providing for mediation as the primary method for dispute resolution between the parties to those agreements. This AGREEMEnir __.:__ _ _ _ v cN cScntS ui8 rr,,,, r.. e^fitd i it yidi a.yreemeni between the CONTRACTORR/\Lr I l K And CLIENT; the Project described; the .Services; the Conditions; the Fees. Extra work or changes in the work shall be by CONTRACTOR'S addendum or CLIENT'S CO (change order) only. Upon acceptance in writing by both CONTRACTOR and CLIENT, all such extra work or changes shall become incorporated herein. Any additional insurance, certificate or certifications required or requested by the CLIENT shall be considered additional work. The proposed language of such certifications requested of the CONTRACTOR or CONTRACTOR's Consultant shall be submitted to the CONTRACTOR for review and approval at least fourteen (14) days prior to execution. The CLIENT shall not request or require additional insurance or certifications that would require knowledge or services beyond the scope of this AGREEMENT. Any additional legal fees required in preparation of said certifications shall be considered a reimbursable expense. The CLIENT and CONTRACTOR agree in accordance with the terms and conditions of this AGREEMENT that, if the scope of the Project or of tree CONTRACTOR's services is changed materially, the amounts of compensation shall be equitably adjusted; and, if the services covered by this AGREEMENT have not been completed within twelve (12) months of the date hereof, through no fault of the CONTRACTOR, the amounts of compensation, rates and multiples set forth herein shall be equitably adjusted. Chapter 558, Florida Statutes, contains important requirements you must follow before you may bring any legal action for an alleged construction defect in your home. Sixty days before you bring any legal action, you must deliver to the other party to this contract a written notice, referring to Chapter 558, of any construction conditions you allege are defective and provide such person the opportunity to inpsect the alleged construction defects and to consider making an to repair or pay for the alleged construction defects. You are not obligated to accept any offer which may be made. There are strict deadlines and procedures under this Florida Law which must be met and followed to protect your interest. REVISION PERMIT # lI - l%1 % DATE PROJECT ADDRESS _ rf3 r & 7 y1 l Li Ave 5a4uP0 rof CONTRACTOR_ Ok,!44WY PHONE #? •` Sr g FAX # CONTACT PERSON S 6 Ma,C1{ DESCRIPTION OF REVISION Fit UTILITY DEPT FIRE PREVENTION PLANNING BUILDING ! A- . II II J ALL BARS TO BE #5 25• MIN OVERLAP A _q TYP REBAR LAP 1 2 CORNERS iRCONT. #5 RE 4 6'X6' #10 WWM OR 1• FIBERMESH REINFORCEMENT A_ 2 ARA R P N N 5 DOWEL CONTINUOUS TOP OF WALL . - 2-1• MIN LAP 2) CONT. #5 REBAR 6HBLOCKYPA T N SINGLE STORY 6'X6' #10 WWM OR FIBERMESH REINFORCEMENT 4• THICK CONC. SLAB V 6X6 WWM OVER 6 MIL VAPOR BARRIER OVER COMPACTED AND POISONED SOIL e- THICKENEDEDGE V 6X6 VVM WITH 1 X5 REBAR CONT. 8- ey--a!-KN PERMIT ## 33' INSTALL HETA 16 ON EACH SIDE OF DOOR FOR DOOR HEADER 2PL 4' REINFORCED CONCRETE W 6X6 WWM OR FIBERGLASS REINFORCED ON 6 MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL. ELEVATION SHALL BE MINIMUM 6" ABOVE FINISHED GRADE. 25 NOTE: EMBED B" THREADED ROD FOR GABLE END TRUSS. REF NOTE 7. FILLED CELL WITH 2500 PSI GROUT WITH 1 #5 REBAR TO TOP WITH 25' OVERLAP WITH FOUNDATION REBAR. REFERENCE DETAIL AND NOTES FOR SPACING FILL ALL CELLS ON FRONT WALL 2' EXISTING NEW INSTALL WITH EPDXY l0• X5 REBAR VITHIN 12- FROM EDGE AND MIN EVERY 48•. DRILL AND EMBED 5• INTO OLD SLAB. SLAB C NNECTI N CNEWT L D) EXISTING I NEW DETAIL DRILL S EPDXY #5 REBAR 224. O.C. x 12" LG x 6" EMBEDMENT 2' X 4'- 8' X 16' DEEP FOOTER WITH 3 #5 REBAR RUNNING EACH WAY INSTALL GARAGE DOOR BUCK iPLATEANCHORSPERDETAILS 4 PL — INSTALL 2 HHETA 16 ON EAr — SIDE OF GARAGE DOOR HEADERS 8' X 8' THICKENED EDGE WITH 1 #5 REBAR 24'x24'x20(DEPTH)' CONCRETE FOOTER WITH #5 REBAR E/WAY BTM EVERY 6' WITH 1 #5 REBAR UP 4 PL. 7 - - - - --- 1 L i L 18'-0" FOUNDATION / DOWEL PLAN SCALE 3/16• - i' SHEET NOTES 1. THE CONTRACTOR/ OWNER SHALL VERIFY THE BEARING SOIL IS WELL COMPACTED PRIOR TO START OF CONSTRUCTION 2. CONTRACTOR AND HOME OWNER TO VERIFY ALL ZONING REGULATIONS ARE IN ACCORDANCE WITH LOCAL ORDANCES 3. MASONARY WALLS SHALL BE RUNNING OR STACK BOND CONTSTRUCTION. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. 4. THE LOT SHALL BE GRADED SO ALL DRAINAGE SHALL BE DIRECTED AWAY FROM THE STRUCTURE 5. DOWEL LOCATIONS. AROUND ALL CORNERS ANDDOORS AND SPACED EVERY 4' MAX. ALL CELLS AROUND GARAGE DOORS MUST BE FILLED. TOP LINTEL COMPLETELY POURED WITH 1 #5 REBAR AROUND PERIMETER. 6. INSTALL HETA 16 AT EACH TRUSS LOCATION AND 2 HHETA 16 ON EACH SIDE OF GARAGE DOOR HEADERS. 7. EMBED J" TREADED ROD PER GABLE END DETAILS ON GABLE END WALLS. n.. 2 REINFORCED ENGINEER STAMP 0 j w4a - CONCRETE W 6X6 WWM JUL 0 5 2011 LJ O OR FIBERGLASS uu w CO CCQ>r7 0 L, :2 O L REINFORCED ON 6 MIL biZ Q a z gZU(D0_ . VAPOR BARRIER OVER REVISION A 6/28/11 Dai. CLEAN COMPACTED TERMITE TREATED FILL. CONCRETE ELEVATION TO BE 6 ABOVE FINISHED GRADE 7 - - - - --- 1 L i L 18'-0" FOUNDATION / DOWEL PLAN SCALE 3/16• - i' SHEET NOTES 1. THE CONTRACTOR/ OWNER SHALL VERIFY THE BEARING SOIL IS WELL COMPACTED PRIOR TO START OF CONSTRUCTION 2. CONTRACTOR AND HOME OWNER TO VERIFY ALL ZONING REGULATIONS ARE IN ACCORDANCE WITH LOCAL ORDANCES 3. MASONARY WALLS SHALL BE RUNNING OR STACK BOND CONTSTRUCTION. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16" O.C. 4. THE LOT SHALL BE GRADED SO ALL DRAINAGE SHALL BE DIRECTED AWAY FROM THE STRUCTURE 5. DOWEL LOCATIONS. AROUND ALL CORNERS ANDDOORS AND SPACED EVERY 4' MAX. ALL CELLS AROUND GARAGE DOORS MUST BE FILLED. TOP LINTEL COMPLETELY POURED WITH 1 #5 REBAR AROUND PERIMETER. 6. INSTALL HETA 16 AT EACH TRUSS LOCATION AND 2 HHETA 16 ON EACH SIDE OF GARAGE DOOR HEADERS. 7. EMBED J" TREADED ROD PER GABLE END DETAILS ON GABLE END WALLS. RICHARD T. MARTIN, P.E. 466 PEPIN DRIVE ORLANDO, FL 32825 P.E. #50044 TY SOCHACKI 2513 POINSETTA AVE SANFORD, FL 32773 GARAGE ADDITION PORCH ADDITION n.. 212/29/2010 ENGINEER STAMP 0 j w4a - JUL 0 5 2011 LJ O O uu w CO CCQ>r7 0 L, :2 O L Z d 0 biZ Q a z gZU(D0_ . wo t00- REVISION A 6/28/11 Dai. RICHARD T. MARTIN, P.E. 466 PEPIN DRIVE ORLANDO, FL 32825 P.E. #50044 TY SOCHACKI 2513 POINSETTA AVE SANFORD, FL 32773 GARAGE ADDITION PORCH ADDITION n.. 212/29/2010 3/16" = 1' Page 1 of 1 Deen, Joy From: Zachary Miller [millerconstruction@cfl.rr.com] Sent: Friday, June 04, 2010 11:54 AM ICETo: Deen, Joy Subject: Re: 2513 Princeton 1 grade Sent via BlackBerry from T -Mobile From: "Deen, Joy" <Joy.Deen@Sanfordfl.gov> Date: Fri, 4 Jun 2010 11:52:42 -0400 To: Zachary Miller<millerconstruction@cfl.rr.com> Subject: RE: 2513 Princeton Yellow pine ss, #1, #2, #3 what grade? From: Zachary Miller[mailto:millerconstruction@cfl.rr.com] Sent: Friday, June 04, 2010 9:22 AM To: Deen, Joy Subject: 2513 Princeton Joy, We'll be using Southern Yellow Pine for the ceiling joist at 2513 Princeton. Let me know if you have any questions. Thank you, Zachary Miller Miller Construction Services Ilc 8241 Via Bonita St. Sanford, FL 32771 P - 407-792-3955 F - 407-264-6284 www.millerconstructionservices.net 01 PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. T . Your e-mail communications may be subject to public disclosures. 6/4/2010