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HomeMy WebLinkAbout1922 Palmetto Ave 14-1404; INTERIOR RENOVATIONANNE It SCOTT Notary Public - state of Florida APRi 2014 a My Comm. Expires Jan 16. 201 E E d,A;•' Commission M FF 071760 CITY OF SANFORDBondedThroughNationalNotaryAssn — - BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 "'i ® Documented Construction Value: $7,16/73.60 Job Address: Iq2z PALA4f, -rV AVf-Nva Historic District: Yes No Parcel ID:. *&--/9.30 -S/0- 00OLL 02-30 Zoning:., tr Ly Description of Work: ADR,PT VI 735 IS HtaMr 65011 HC A CRS51B/G/ 7Z4 ;1_/WL/4V /!/1l0% Plan Review Contact Person: G W i Title: CONTleike?— Phone: 7/f/ 3Z - 3/$ 2- CIA -c- Fax: 3d'(sp -46 "22-44-9 E-mail: 41c9 e1i /deers -40M Property Owner Information D D Name r .SU?Ta Phone: 07-37 Street: I U 50140 T A VCH LI - Resident of property? : Ars City, State Zip:,A4ti/FeP—P FL 5,9-7-71 Contractor Information ofFIG'g— Phone:-3A4-9(0 22? f ? • 3,7i ! -3>SZ Fax: State License No.: C 8e- /2-6 5_2-4 3 Name W J f&f4 1LDL . 4L - Street: `3 Ab+414FI R.2- SVl rrp City, State Zip: 196x1 CO -V I - FL- 5.2-e3 Architect/Engineer Information Name: \TQ_C'FPH PO 7ZIUOL-/ Street: 3/4L /ViOmAy A&J/A City, St, Zip: zAole- Gly FL X2/36 Bonding Company: N1A Address: Building Permit Phone: 3%-4l4-37 -SdSd Fax: 3f'j - *ft -Y - E-mail: Mortgage Lender: Address: PERMIT INFORMATION i 1A Square Footage: /)40 Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical R' Plumbing 19"' New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 11 (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 1personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: COMMENTS: Rev 11.08 UTILITIES: of Contractor/Agent Date Print Signature of Notary -State of F@ri y PdTComm. ft - I%tnestr C R OF 4011E Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID WASTE WATER: ENGINEERING: FIRE: BUILDING: y- e,9k— 4/18/201 u The -Florida Senate 2011 Florida Statutes Chapter 295 Section 16 - 2011 Florida Statutes - The Florida Senate Title XX Chapter 295 SECTION 16 VEFERANS j LAWS RELATING TO VETERANS: Disabled veterans exempt from GENERAL PROVISIONS :certain license or permit fee. Entire Chapter 295.16 Disabled veterans exempt from certain license or permit fee. —A totally and permanently disabled veteran who is a resident of Florida and honorably discharged from the Armed Forces, who has been issued a valid identification card by the Department of Veterans' Affairs in accordance with s. 295.17 or has been determined by the United States Department of Veterans Affairs or its predecessor to have a service -connected 100 -percent disability rating for compensation, or who has been determined to have a service -connected disability rating of 100 percent and is in receipt of disability retirement pay from any branch of the uniformed armed services is not required to pay any license or permit fee, by whatever name known, to any county or municipality in order to make improvements upon a dwelling owned by the veteran which is used as the veteran's residence, if such improvements are limited to ramps, widening of doors, and similar improvements for the purpose of making the dwelling habitable or safe for the veteran. History.—s. 1, ch 78-69; s. 4, ch. 83-71; s. 25, ch 88-290; s. 9, ch 93-268; s. 11, ch 2006-69; s.1, ch 2006-250; s. 1, ch 2009-109. Disclaimer: The information on this system is unverified. The journals or printed bills of the respective chambers should be consulted for official purposes. Copyright © 2000- 2014 State of Florida. http:ltwww.tisenate.goV aws/Statutes/2011/295.16 1/1 Department of AL Veterans Affairs PO BOX 1437 ST PETERSBURG FL 33731 a FORREST E SUTTON 1921 S PALMETTO AVE SANFORD FL 32771 January 21, 2013 Veteran's Name: Sutton, Forrest, Eugene This letter is a summary of benefits you currently receive from the Department of Veterans Affairs VA). We are providing this letter to disabled Veterans to use in applying for benefits such as housing entitlements, free or reduced state park annual memberships, state or local property or vehicle tax relief,-civil service preference, -or -any otherprogranror entitlement in-which.verification-of VA benefits is required. Please safeguard this important document. This letter replaces VA Form 20-5455, and is considered an official record of your VA entitlement. America is Grateful to You for Your Service -- Our records contain the following information: Personal Claim Information: Your VA.claim number is: You are the Veteran ' Military Information: Your character(s) of discharge and service date(s) include: Navy, Honorable, 17 -Jun -1967 - 27 -Nov -1968 You may have additional periods of service not listed above) VA Benefits Information: Service -connected disability: Yes Your combined service -connected evaluation is: 100 PERCENT The effective date of the last change to your current award was: 01 -DEC -2012 Your current monthly award amount is: Are you considered to be totally and permanently disabled due to your service -connected disabilities: Yes Have you received a Specially Adapted Housing (SAH) and/or Special Home Adaptation (SHA) grant: Yes You should contact your state or local office of Veterans' affairs for information on any tax, license, or fee -related benefits for which you may be eligible. State offices of Veterans' affairs are available at http://www.va.gov/statedva.htm. Need Additional Information or Verification? If you have any questions about this letter or need additional verification of VA benefits, please call us at 1-800-827-1000. If you use a Telecommunications Device for the Deaf (TDD), the number is 1-800-829-4833. Send electronic inquiries through the Internet at https:Hiris.va.gov. Sincerely yours, S. L. SMITH VETERANS SERVICE CENTER MANAGER VA Benefit Details a SERVICE -CONNECTED DISABILITY: A condition incurred during or aggravated by military service, for which the Veteran is receiving VA benefits. COMBINED SERVICE -CONNECTED EVALUATION: The Veteran's disability rating for all conditions determined to be service -connected. CURRENT MONTHLY AWARD AMOUNT: The monthly monetary benefit paid to the Veteran or survivor receiving benefits under a VA program. NON -SERVICE -CONNECTED PENSION: Benefit for a non -service connected Veteran who meets specific criteria, which include disability or age, wartime service, minimum length of service, and income restrictions. If a Veteran is eligible for service -connected benefits and pension benefits, VA will pay the higher benefit. INDIVIDUAL UNEMPLOYABILITY (IU): The Veteran is receiving payment at the 100 percent rate, even though the combined service -connected evaluation is not 100 percent. The Veteran's service- connected_conditions.cause him/her to be unable to obtain or maintain substantially gainful _. employment because of the Veteran's service -connected conditions. The Veteran must periodically certify continued unemployability, but if there is no scheduled future reduction or medical examination required, he/she may be considered by some states to be permanently and totally disabled. PERMANENT AND TOTAL (P&T) DISABILITY: The Veteran is considered by VA to be permanently and totally disabled because of his/her service -connected conditions. SPECIAL MONTHLY COMPENSATION: The Veteran is receiving additional compensation for one or more of the following: a service -connected loss of or loss of use of one or more specific organs or extremities; a combination o6evere disabilities; is 100 percent disabled and housebound, bedridden, or in the need of the aid and attendance of another person. SPECIALLY ADAPTED HOUSING and/or SPECIAL HOME ADAPTATION GRANT: Grants provided by VA to service -connected veterans and service members to help build a new specially adapted house, to adapt a home they already own, or buy a house and modify it to meet their disability - related requirements. Wartime Service Periods Mexican Border Period: May 9, 1916, through April 5, 1917, for veterans who served in Mexico, on its borders or in adjacent waters. N- Vor-Id War -I -April-6;-1917,_through-Nth -1:1- ::1 ~ ;-for-veterans -who served -in Russia, April -6,-1.2L7_, through April 1, 1920; extended through July 1, 1921, for veterans who had at least one day of service between April 6, 1917, and Nov. 11, 1918. World War.II: Dec. 7, 1941, through Dec. 31, 1946. Korean War: June 27, 1950,.through Jan. 31, 1955. Vietnam War: Aug. 5, 1964 (Feb. 28, 1961, for veterans who served "in country" before Aug. 5, 1964), through May 7, 1975. Gulf War: Aug. 2, 1990, through a date to be set by law or Presidential Proclamation. BP200I03 CITY OF SANFORD 4/24/14 Application Inquiry - Fees 13:35:00 Application number: 14 00001404 Property . . . . : 1922 PALMETTO AVE Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF O1-APPLCTN FEE -BUILDING 25.00 25.00 A BR O1 -BLDG PLAN REVIEW 225.00 225.00 Bottom Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit F11=Change view F12=Cancel F10=Amt billed 1-4/18/244 Chapter 295 Section 16 - 2011 Florida Statutes - The Florida Senate The Florida Senate 2011 Florida Statutes Title XX Chapter 295 SECTION 16 VETERANS LAWS RELATING TO VETERANS: Disabled veterans exempt from GENERAL PROVISIONS certain license or permit fee. 295.16 Disabled veterans exempt from certain license or permit fee. —A totally and permanently disabled veteran who is a resident of Florida and honorably discharged from the Armed Forces, who has been issued a valid identification card by the Department of Veterans' Affairs in accordance with s. 295.17 or has been determined by the United States Department of Veterans Affairs or its predecessor to have a service -connected 100 -percent disability rating for compensation, or who has been determined to have a service -connected disability rating of 100 percent and is in receipt of disability retirement pay from any branch of the uniformed armed services is not required to pay any license or permit fee, by whatever name known, to any county or municipality in order to make improvements upon a dwelling owned by the veteran which is used as the veteran's residence, if such improvements are limited to ramps, widening of doors, and similar improvements for the purpose of making the dwelling habitable or safe for the veteran. History—s. 1, ch. 78-69; s. 4, ch. 83-71; s. 25, ch. 88-290; s. 9, ch. 93-268; s. 11, ch. 2006-69; s. 1, ch. 2006-250; s. 1, ch. 2009-109. Disclaimer: The information on this system is unverified. The journals or printed bills of the respective chambers should be consulted for official purposes. Copyright © 2000- 2014 State of Florida. http://wuwv.flsenate.g oVLavvs/Statutes/2011/295.16 1 /1 Department of Wterans Affairs PO BOX 1437' January 21, 2013 ST PETERSBURG FL 33731 41 FORREST E SUTTON 1921 S PALMETTO AVE SANFORD FL 32771 Veteran's Name: Sutton, Forrest, Eugene This letter is a summary of benefits you currently receive from the Department of Veterans Affairs VA). We are providing this letter to disabled Veterans to use in applying for benefits such as housing entitlements, free or reduced state park annual memberships, state or local property or vehicle tax relief, civil service preference, or any other program or entitlement in -which verification of VA benefits is required. Please safeguard this important document. This letter replaces VA Form 20-5455, and is considered an official record of your VA entitlement. America is Grateful to You for Your Service -- Our records contain the following information: Personal Claim Information: Your VA claim number is: You are the Veteran Military Information: Your character(s) of discharge and service date(s) include: Navy, Honorable, 17 -Jun -1967 - 27 -Nov -1968 You may have additional periods of service not listed above) VA Benefits Information: Service -connected disability: Yes Your combined service -connected evaluation is: 100 PERCENT The effective date of the last change to your current award was: 01 -DEC -2012 Your current monthly award amount is: Are you considered to be totally and permanently disabled due to your service -connected disabilities: Yes Have you received a Specially Adapted Housing (SAH) and/or Special Home Adaptation (SHA) grant: Yes You should contact your state or local office of Veterans' affairs for information on any tax, license, or fee -related benefits for which you may be eligible. State offices of Veterans' affairs are available at http://www.va.gov/statedva.htm. Need Additional Information or Verification? If you have any questions about this letter or need additional verification of VA benefits, please call us at 1-800-827-1000. If you use a Telecommunications Device for the Deaf (TDD), the number is 1-800-829-4833. Send electronic inquiries through the Internet at https://iris.va.gov. Sincerely yours, S. L. SMITH VETERANS SERVICE CENTER MANAGER VA Benefit Details SERVICE -CONNECTED DISABILITY: A condition incurred during or aggravated by military service, for which the Veteran is receiving VA benefits. COMBINED SERVICE -CONNECTED EVALUATION: The Veteran's disability rating for all conditions determined to be service -connected. CURRENT MONTHLY AWARD AMOUNT: The monthly monetary benefit paid to the Veteran or survivor receiving benefits under a VA program. NON -SERVICE -CONNECTED PENSION: Benefit for a non -service connected Veteran who meets specific criteria, which include disability or age, wartime service, minimum length of service, and income restrictions. If a Veteran is eligible for service -connected benefits and pension benefits, VA will pay the higher benefit. INDIVIDUAL UNEMPLOYABILITY (IU): The Veteran is receiving payment at the 100 percent rate, even though the combined service -connected evaluation is not 100 percent. The Veteran's service - connected conditions cause him/her to be unable to obtain or maintain substantially gainful employment because of the Veteran's service -connected conditions. The Veteran must periodically certify continued unemployability, but if there is no scheduled future reduction or medical examination required, he/she may be considered by some states to be permanently and totally disabled. PERMANENT AND TOTAL (P&T) DISABILITY: The Veteran is considered by VA to be permanently and totally disabled because of his/her service -connected conditions. SPECIAL MONTHLY COMPENSATION: The Veteran is receiving additional compensation for one or more of the following: a service -connected loss of or loss of use of one or more specific organs or extremities; a combination ofsevere disabilities; is 100 percent disabled and housebound, bedridden, or in the need of the aid and attendance of another person. SPECIALLY ADAPTED HOUSING and/or SPECIAL HOME ADAPTATION GRANT: Grants provided by VA to service -connected veterans and service members to help build a new specially adapted house, to adapt a home they already own, or buy a house and modify it to meet their disability - related requirements. Wartime Service Periods Mexican Border Period: May 9, 1916, through April 5, 1917, for veterans who served in Mexico, on its borders or in adjacent waters. World War I: April 6, 1917, through Noy— 1 ; for veterans who served in Russia, April 6, 1917, through April 1, 1920; extended through July 1, 1921, for veterans who had at least one day of service between April 6, 1917, and Nov. 11, 1918. World War II: Dec. 7, 1941, through Dec. 31, 1946. Korean War: June 27, 1950, through Jan. 31, 1955. Vietnam War: Aug. 5, 1964 (Feb. 28, 1961, for veterans who served "in country" before Aug. 5, 1964), through May 7, 1975. Gulf War: Aug. 2, 1990, through a date to be set by law or Presidential Proclamation. City of Sanford D Residential Permit Application Guidelines 4 ' ' All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Completed and signed Right -of -Way Utilization Type I Permit Application. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). N//A A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. 54" Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). 111A Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). A//,A Approval letter from sanitary sewer provider (if other than the City of Sanford). NJA Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). N/P Seminole County Impact Fee Statement (multi -family only). Five (5) sets signed and sealed building construction plans. Z ,$¢srS CK Two (2) signed and sealed site / plot plans. — „2 $vev t S tvIA Two (2) sets signed and sealed floor and roof truss engineering. 5K Two (2) copies of completed and signed Statewide Product Approval Specification Form. 4k" Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. 1 A Two (2) copies of completed and signed energy and equipment sizing calculations. THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN Lot number Address / Legal Description Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) Primary building setback lines/envelope A/C unit locations with setback from property line Survey type Existing easements: drainage, utility, etc. Building separations, if applicable Location of septic systems Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) Lot corner elevations and break point elevations Drainage swales (if applicable) with profile view Proposed finished floor elevation BUILDING PLAN Lei Construction documents shall indicate code edition being applied Revised: November 2013 Page I of 5 Residential Permit Application Checklist qi Construction type 5Y Plans to minimum 1/8" scale CY Designer information: name, address, registration #, seal and signature on all pages Q/ Page size minimum 22" x 34" CslI/ All pages numbered and labeled 5:,'*' Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN *%)/^ Building area tabulation Room size Corridors Stair location/guardrails Safety glass locations Egress door and emergency escape windows sizes and location Stairs construction requirements Special column/post anchorage Interior load bearing wall locations Shear walls Down cells Lintel schedule Attic access Accessibility restroom (door) location Fire resistant assemblies Identify options to be used FOUNDATION / SLAB ///A Filled cells with reinforcement locations Footer denotation/details Footers minimum 12" below grade Interior bearing walls/pads Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh Vapor barrier/termite treatment type Reinforcing steel over lap Relieving arch steel at pipe penetrations All wood minimum 6" above grade Crawl space ventilation Termite shields ELECTRICAL Service riser diagram Electrical load calculations Revised: November 2013 Page 2 of 5 Residential Permit Application Checklist Bonding/Grounding to foundation steel Service location Panel locations Receptacle lay out GFCI protection AFCI protection Tamper resistant outlets Ceiling fans Outdoor receptacles Disconnecting means Switches/lights Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (front, rear and side views) W/A Attic ventilation Roof pitch Roofing material Exterior finish/stucco thickness Height/bearing elevations Window and door opening locations Chimney location/height MECHANICAL r^ IA Equipment location Anchorage for condenser Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R -value of ducts CFM's Balanced return/ducted, transfer ducts or grilles Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations Skylights PLUMBING W/A Plumbing waste riser diagram Water heater location Fixture location FUEL GAS jjjK BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents 0 Location of equipment Venting Gas Type Revised: November 2013 Page 3 of 5 Residential Permit Application Checklist Gas Pressure Gas piping riser ROOF TRUSS LAY OUT A! A. Truss I. D. #s Layout Signed/Sealed truss engineering package Strapping/fasteners DETAIL SHEETS OR NOTES A11A Footings Beam to wall and/or post attachments Post/column and beam construction Interior bearing walls Stairs section Chimney construction Dormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (footer, lintel, vertical pour) Grade Over lap Veneer Shear wall locations and construction Connectors Fasteners Roof sheathing & diaphragms Fasteners Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members Glass block Bearing opening strapping/anchorage Bearing/non-bearing wall detail Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing installation instructions & compliance with ASTM standards Revised: November 2013 Page 4 of 5 Residential Permit Application Checklist Window and mullion installation instructions M,*" Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL Completed Product Approval specification sheet FS 553.842, FAC 61G20-3 These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: November 2013 Page 5 of 5 Residential Permit Application Checklist BP200I03 CITY OF SANFORD 4/24/14 Application Inquiry - Fees 13:35:00 Application number: 14 00001404 Property . . . . : 1922 PALMETTO AVE Fee Class/Type/Description Trans amt Amt due Struct Permit Insp A AF O1-APPLCTN FEE -BUILDING 25.00 25.00 A BR O1 -BLDG PLAN REVIEW 225.00 225.00 Bottom Credit fees due: .00 Revenue fees due: 250.00 Total due: 250.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed V. Piy , ANNE I SCOTT Notary Pubilc - State of Florida APR 2 12014MyComm. Expires Jan 16. 2018 a°•• Commission +y FF 071760 __. CITY OF SANFORDBondedThroughNationalNotaryAssn. ------ — -- BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 4 /-{ oq Documented Construction Value: $Ij D 0 Job Address: PALME=r 0 AVat4tlf Historic District: Yes D No Parcel ID:; -/9.30-S/D' v-yz3o Zoning:.SYN tr r2 Iles Description of Work: AD,}P i VI~ e 1 S Htyd ;W— HC /ActF_,M16/Gi 7Z4 . !eV jdVoLl Plan Reviieew ConntWtact Person: G f L Title: C0f/T7e?l_ Phone: 614 --Fax: Std, ?6 -2? -4-f9 E-mail: i/%h;Ieyby/o ers• 6Ffi Property Owner Information Name F0ee,6;5rj S'u^T'0N Phone: 4107-37) -9382 Street: Avem-AL Resident of property? : YA5S City, State Zip:s,4/•1 r yj0 P FL 32771 D D Contractor Information Name W/ 1TL" Bt/fGDL, LL.C City, State Zip: _794w4 64S 7- l24- 32x37 PPFIGe - Phone: -3s' ,1%,,2 2- ?/ • 3-1-3/5Z Fax: State License No.: e-8,!:- /521 3 Architect/Engineer Information Name: 3EPH FD ZZ -U0,4-1 Street: V4_.N0c0PV g@jLVA City, St, Zip:%FQ&4e_ $whe /j FL 32/36 Bo>tiding Company: 1411A Address: Building Permit LyJ Phone: Fax: .-M - E-mail: Mortgage Lender: Address: PERMIT INFORMATION A11A Square Footage: /j14$ 9 Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: AA - Electrical CY Plumbing Lzi 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 is11Personally Known to Me or Produced ID Type of ID APPROVALS: COMMENTS: Rev 11.08 ZO q.z 1 UTILITIES: S[hrna'tureontractor/Ageenntt Date L14 dyl Print Contractor/Aeent's Name Signature of Notary -State of in, r D rte, vie-dlfior tAyCtmaa.E o lp1! 20tN y rFne cam , C km fF4011 Contractor/Agent is Y Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 1377— City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name:511 lr,;-Q3/ Firm: ;I,,l Su IL/—S LLC - Address: ( wt e D City: .EjRs State: Zip Code: 3 21 3? Phone: 39(o • 91B 21-7-4 Fax: 3$6.9& •?2yQEmail: Property Address: ( 22 Pc,1..1t•o k,.ve Property Owner: 0-f40— Parcel identification Number: Sc, +t q . 3p 5 • OOoO O2 30 Phone Number: yo7 -"371 - 93 8 2 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) e,,,0 0•+; 9 Ei2; a+ n Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" aboveBFE (Ordinance 4076) ¢¢ k=,.r'z OFFICIAL USE ONL y' tsr.F Flood Zone: Base Flood Elevation: Datum: FIRM Panel Number: 12O 2q 4 OO le F Map Date: • D 7 The referenced Flood Insurance Pate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 101 --'The parcel is not in the: Ioodplain floodway The structure is in the: F-1floodplain F-1 floodway The structure is not in the: P<oodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: 1404 14 L Reviewed b : Date: Ak • -Lq - TAEngr-Files\Elevation CertificatePood Zone Determination Request Form.dOG w ` A G Q u r r O r J= p w r W o c~I sea JiI W Q l' V m THIS INS1QUIV1ENTp PMED BY: Name: (iifairl Q. Nft1 tley I I _ Address NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER OK 08265 PS 0046; (1pg) CLERK'S (I 20 14055250 RECORDED 05/20/2014 09136:13 AIR RECORDING FEES 10.00 RECORDED BY H DeVare Permit Number:* 14-1404 Parcel ID Number: 36-19-30-510-0000-0230 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 77113, FrylorridaPtStatutes, the following Information Is Provided in this Notice of Commencement. sg. N 6 tt Of' Loi %%Ler Cele MANI Nt3 pF' j street address if available) 797 275711 e o venue eAnap i iso l eJgeterans'WORM8 r Handicapped Accessibility Interior Renovation OWNER INFORMATION: Name: Forrest Sutton Address: '1922 Palmetto Avenue Sanford FL 32771 Fee Simple Title Holder (If other than owner) Name; NIA Address: CONTRACTOR: Name: Whitley Builders, LLC Address: 3 Market PL Suite D Palm Coast FL 32137 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name• NIA Address; In additlon to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement ('rhe expiration date Is 1 year from date of recording unless a different date is specified) _ NIA WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In'it are true to the best of my knowledge and be ief. X - J Forrest Sutton Owneea signalme Owners Printed Name Florida statute 713.13(1)(8): "Me owner must sign the nottoe of commencement and no one else may be permitted to sign In his or tsar stead' State of County of;, t ,{1(t'1- The foregoing instrument was acknowledged before me this —day of A 20/41 by ) t"/ r . Who Is personally known to me Name or person making statement r OR who has produced Identification ET type of identification produced: Y JEROME A. SCHERR NOTA11Y PUBLIC OF FLORIDA eN:ri 'pkv~9 #A"".V.Iir.1/6Sd.Q57 NotaryExpirQs9111/206 Jun 11 1404:08p Breakers Electrical 386-313-6877 p.4 SD F JUN!12]814 CITY OF SANFORD BUILDING & FIRE PREVENTION spa' PERMIT APPLICATION Application No: t 114—ND Documented Construction Value:$ C co Job Address: f ' `- cr C' -{ a 'l r Historic District: Yes D No Parcel ID: 11 Zoning: Description of Work: Plan Review Contact Person: Phone: Fax: E-mail: Property Owner Information Title: Name cl r• ? s- Phone: Street: l `'t z z F'_l M. } f o v e Resident of property? City, State Zip: J1n f r _ FL 3 : i Contractor Information Name (Jt % ; C C •.5j C Phone: ' Street: 01:xr'r :5-f%r-Fax: G 3 i > 6S. City, State Zip: IPa-( r^- C. ,_ Frt% 3 c.) 13 -? State License No.: r C /3606631 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Or Square Footage: Y, f -5 -If Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: I No. of Dwelling Units: Flood Zone: Electrical ff" New Service — No. of AMPS: 4 00 Mechanical 0 (Duct layout required for new systems) Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Jun 11 1404:08p Breakers Electrical 386-313-6877 p.5 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. O'WNER'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 1 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 ofowner/Agent Print Owner/Agent's Name Signaturc of Notary-Swc of Florida Nate Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONfNTG: ENGINEERING: COMMENTS: Rev 11.08 J.--9'•-•-_ (rte f ' nracureofContractor/Agent ^- Date Print Contrrctori Agent's Name UTILITIES* FIRE: signature ofNetary-State of Florida Dale Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: B UILDiNG: Jun 11 1404:09p Breakers Electrical 386-313-6877 p.6 55 Barrister Ln. • Palm Coast, FL 32137 ER# 1304 3466 John Gambone 386.586.9'144 John Marshall 386.517.9999 Fax: 386.246.6305 Estimate customer Name For& 4 Address City Sar' o r L F-(- o ? i * ; 3 — '= :- r Phone - 1 Fax I` Thank You For Your Business! Description r a R r,:A T ' f- rP^ ke (-S r. . Y 11 J 1 '- ^ n, n n r r 1 la; rw= l NLZL' Customer's Signature Subtotal Tax Total J ,-;2 a " O L Thank You For Your Business! r= CITY OF SANFORD AUG 2 p 2014 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: Application No: L 14-0 Documented Construction Value: $ Job Address: 1j, n PA 40 Historic District: Yes No Parcel ID: Zoning: Description of Work: lA1(rl 1610 P1uSyAcm (?e mod Plan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: E-mail: Property Owner Information Phone: Resident of property? : r( Contractor Information Name EARIt('w t h Street: v` F, F -r- .Sr nid City, State Zip: I L a -7 - Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Phone: 0 03 a 31 _;' Fax: `u, b b'&13 q-1 State License No.: C(Cp5-7Xa7 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 20101?BC) 731.135(5)(6) Florida Statutes. REV 07.14 r Application is hereby made to obtain a permit to do the work ands 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 ceed the documented construction value when the executed contract is submitted, cre ' i e a lied to our permit fees when the permit is released. Signature of Owner/Agent Date I Signature of Cohtracto j ygent / i 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 I:D APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: n3 Name Signat o o BiE BLANTON Date Notary Public - State of Florida Y My Comm. Expires Feb 25, 2015 y Commission # EE 60182 JF Of F C Bonded Through National Notary ssn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 Fl3C) 731.135(5)(6) Florida Statutes. REV 07.14 N 08/06/2014 14:35 3869862249 WHITLEY BUILDERS LLC PAUL el nz t1_Uttvtll kV/ J1J/:ZU14 1U -.J4 3869862749 WHITLEY BUILDERS LLc PLUM$IN11, INC. 305 E. 4th Street- Unit#101 Sanford, FI 32771 407-688-2317 407-688-2397 (f) Lic. OCFC067227 PROPOSAL 713W2014 SUPERSEDES -'712V1 a & 7125194 To_ WhiBey Builders, LLC - Bill Whitley Ph. 386-986-22241 Fax. 386-986-22491 Cell: 714-821-31521 E -Mail: billawhitleybuilders.com Ra_ House Renovation for: Forrest Sutton -1922 Palmetto Ave, - Sanford, FL. 32771 EXaCt Plumbing Inc proposes to furnish labor, material and equipment to perform the plumbing work on the listed project according to the plumbing plans #A-1 & A-2 dated -11113113 BASE 8II3 TOTAL - $4,850.00 QUOTE INCLUDES: 1 FjXtures & trim per plan & specs. or equal. 2 1 - Kohler Highline Classic white comfort Height toilet with trim. 3 2 -Kohler OK -12182 -CP Fairfax single lever lavatory faucets & trim. 4 1 - Moen #$342 shower faucet with handheld shower. 5 1- Shower pan & drain for owners tie shower. 6 1 - American Standard #4101.301.002 kitchen sink faucet & trim. 7 1 - recessed auto, washer box for owner's clothes washer. 6 Sch.40 pvcldwv plastic waste & vents. To connect to existing. 9 CPUC hot & cold water hues_ To connect to existing. 10 Excavation and backfill with excavated fill for new underslab lines per plan. 11 Sawcutting & concrete removal to owners on-site dumpster. (No floor patching). 12 Demo. wall 0— kitchen & replace arm in wall draining Into existing vent due to corrosion. 13 1 - recessed ice maker box for owner's ice maker. 14 Demolition of existing plumbing fixtures. EXCLUSIONS: 1 plumbing not shown on the above plans. 2 Insulation on water lines. 3 Grab bars, dispensers or accessories. 4 Bonds, tap fees, meters, regulator or backflow preventor. 5 Electric, HVAC, condensate piping, fire suppression, gas piping. 6 Site sanitary, storm, water, gas, electr., fire suppression, or interceptors. 7 Floor patching, termite spray, pins or cutting and patching of walls or ceiling. 8 Roof drains, downspouts, SCUppers, dry wales, splash blocks or piping. 9 X -Ray or Ground penetrating Radar of any existing concrete fluor. 08/06/2014 14:35 3869862249 WHITLEY BUILDERS LLC HAUL UZIUZ h lx1V11J t77/9G1'Lbl4 ltl:y4 dtlbytlb'11}J WHlILtY kAJILJA kS LL -L; 10 French drain and piping to storm sewer or hookup. I 1 Sink or vanitory bowls. 12 Repair or replacement of existing piping or fixtures. 13 Sink cabinets or tops with bowl cutouts. 14 Hose bibbs. 15 Shower door, stall, ble work, curtain or rod. 16 Hot water heater, pan or expansion tank. Thank YOU for the opportunity to bid this work. Please let us know if you have any questions. Exact Plumbing, Inc - Estimator. Jim Focke AUTHORIZATION {APPR VAL S—ONATURE: BY: Date: 7 Due to market fluctuations and oth only guarantee prices an materials All material is guaranteed to be as according to standard practices. Al costs will be executed only upon w estimate. All agreements continge fire, tornado and other necessary 11 insurance. Purchaser agrees to 0 mal factors beyond our control, Exact Plumbing can Id fixtures for 30 days sifter bid date. ecified. Alf work to be completed in a workmanlike manner alteration or deviation from above specification involving extra an orders, and will become an extra charge over the above upon strikes, accidents or delays beyond our Control. Owner to carry Trance. Our Workers are fully covered by Worker's Compensation all costs of collection, Interest and attorney's fees. PERMIT # OICE WHI?EV,,, 8 U I L I S,ULC. FL Statt lAkens # CDO Zs3213 3 Marta, PL Suitt D PAIM Coast FL 32137 WWWyWILLUeybuild0ftcom 336-986-2224 *Met 3*480-2249 fax I ...... CONTRACT The Parties agree as follows: The Contractor will provide all materials and labor 1922 S. Palmetto Ave. Sanford, FL 32771, legal description: LEG N 65 FT OF LOT 23 SPENCER HEIGHTS PB 3 PG1 5, for the following: I a, i ill I WA - architectural drawings shall become a part of the Contract Documents. 2, TIME OF COWLETION: The services described above will be completed within a time flame as the scope of work reasonably requires, but weather permitting, it is estimated to talc approx. 90 days ftom issuance of building permit, less holidays and inclement weather days. 3. PAYMENT: The Owner shall pay the Contractor Sixty Seven Thousand Three Hundred Eighty One and 00/100 Dollam ($67,381.00) Initial f Datej-/— Initial .,Date_,i;W:: Payment Terms: See VA PFMORMANCE DRAW SCHEDULE. 4. OTHER EXPENSES: The Owner shall reimburse the Contractor for the following expenses; Any changes or additions to the scope of work. It is recognized that a variety of ideas, suggestions, and an array of various scenarios may have been discussed in conversations during the development of the project; however both parties understand and agree that,only what has been placed in the final detailed scope of work is included in the Contract price. 5. GENERAL PROVISIONS: a) All work shall be completed in a workmanship like manner, and if applicable, in compliance with all building codes and other applicable laws. b) To the extent required by law ail work shall be performed by individuals duly licensed and authorized by law to perforin the work. c) Contractor warrants that it is adequately insured for injury to its employees and others incurring loss or injury as a result of the acts of Contractor or its employees. d) In the event Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work without breach pending payment or resolution of dispute. e) Contractor shall not be liable for any delay due to circumstance beyond its control. 1) Contractor is an independent contractor and not an employee of Owner. g) Any changes to this document must be signed by both Contractor and Owner. L< _ y # _ _01_ _4 If any party becomes involved in litigation arising out of this contract or the performance thereof, the court in such litigation, or in a separate suit, shall award reasonable costs and expenses, including attorneys' fees, to the prevailing party. In awarding attorneys' fees, the court will not be bound by any court fee schedule, but shall, if it is in the interest to do so, award the full amount of costs, expenses, and attorneys' fees paid or incurred in good faith. Initial Date3.-" . Tmtial_ Date t t 7. SEPA Lll : Should any article, section, clause or provision of this Agreement or contract be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the Agreement or contract as a whole or any part thereof other than the part so declared to be invalid. s The Agreement or Contract shill be governed by the laws of the Mate of Florida, 0 VA x ITIT" WIN o .. William P. "bleu 1Q Name Owner, for MILtIa Builders LLC Title I N7 WITLEY BUILDERS,LLC. SCOPE OF WORK & MATERIALS Veteran: Forrest Sutton Case # PH051722 12/12/13 OVERVIEW: Raising garage floor height 10" to level off at living room floor height, widen non-compliant doorways to 36", correct bathroom door to be a 36" out swing door, adjust threshold heights to compliant HC 1/2" heights. Create an emergency egress point in Veteran's Master Bedroom from existing window. Remodel Veteran's bathroom and kitchen to conform to VA MPRs. Installation of pre -finished engineered laminate and ceramic tile flooring throughout Veteran's home. Bring entire home up to code electrically and adding 220v for laundry hook ups. A. INGRESS / EGRESS REQUIREMENTS Scope of Work: Lowering front door threshold to a HC 1/2" height. Create an emergency egress in Master Bedroom, Close off kitchen door correcting the 5" drop to back patio and put in a window. French drain will be installed to divert water collecting on rear egress and patio. Install 6-0'x6'-8" double French doors as an emergency egress out of dining room to pool deck. Labor: Materials: 4,925.00 2) pre -hung 3-0'x6'-8" fiberglass entry doors with glass inserts, HC thresholds, out -swing, new locksets, deadbolts and weather-stripping. 1,800.00 Concrete block and concrete lintel, mortar, hardware 625.00 Concrete saw rental 100.00 Jackhammer rental 100.00 French drain tubing and washed gravel fill 800.00 Pre -hung 6-0'x6'-8" double French doors, textured fiberglass, full glass, composite jambs, weather stripping, HC threshold with lockset & deadbolt. 2,300.00 Total Section A: B. INTERIOR DOORS 10,650.00 Scope of Work: Demo existing doors & frames in Master Bedroom and bathroom widening doorway openings to 36". Pour a 4" concrete cap into the rear portion of the recessed dining room floor correcting the safety hazard and tying the dining room into the rear patio by opening rear dining room wall and installing double French doors. There will also be a wood framed floor system built to raise the garage floor height to match the interior floor height of the living room correcting the 10" drop. Labor: Materials: 3-0x6-8 pre -hung hollow core hardboard doors @ 250 each Lever handle privacy/bath locks (4) @ 22 each 2x4 wood framing, drywall repairs (2) openings @ 50 each Plywood sheathing, 242sf 2"x10" Pressure treated lumber for flooring sleepers 2"x6" lumber to close in doorway to garage room Soil pre-treatment for termites Drywall, mud and texturing materials Total Section B: C. HALLWAYS 250.00 88.00 100.00 484.00 484.00 30.00 125.00 513.00 3,962.00 Hallway to Veteran's bathroom, bedroom & guest wing: Measure 42" - Compliant D. GARAGE / CARPORT and PASSAGEWAYS Scope of Work: There will also be a wood framed floor system built to raise the garage floor height to match the interior floor height of the living room correcting the 10" drop. Labor: .00 see Section B ) Materials: see section B ) Total Section D: .00 E. BATHROOM REQUIREMENTS Scope of Work: Demo entire Master bathroom. New build -out to include all VA MPR's for all components: New roll -in shower 5'x5' with drain relocated to rear of shower, shower pan, frameless glass enclosure with 36" minimum door opening, non- slip the floor, HC toilet with (2) grab bars, double sink vanity with roll under sink for veteran's side, with quartz countertops. Shower will be equipped with (3) grab bars and detachable handheld showerhead with slide bar, 5' turning radius. Install laundry hookups and drain to sewer Labor: Materials: 2x4 stud walls, cement board, drywall, and building materials Ceramic wall the around shower 141 sf @ 3.50 (includes waste) Ceramic shower floor 12"x12" mosaic mats @ 12.00 ea, 35sf includes waste) Vanity with quartz countertop per plans with double sink cut out Frameless 3/8" tempered glass shower enclosure, 36" door. Kohler Highline Classic White Model 14799-0 Comfort Height Toilet Pegasus Vessel Sinks (2) Model SF -02 @ 106.00 each Kohler K -12182 -CP Fairfax single lever faucet (2) @ 165 each Moen Shower Set w/detachable handheld shower Model #8342 Kohler K-4709 C3 200 Elongated Toilet Seat Total Section E: 2,173.00 300.00 494.00 422.00 1,725.00 1,250.00 416.00 212.00 323.00 403.00 324.00 8,042.00 F. BEDROOM REQUIREMENTS Scope of Work: Demo existing window in Master Bedroom to create a new door opening for an emergency egress for the Veteran. Frame out opening, and install pre -hung 3-0'x6'-8" door with HC threshold, deadbolt and lever handle locksets Labor: .00 Materials: See Section A Total Section E: .00 G. KITCHEN REQUIREMENTS Scope of Work: Demo kitchen cabinets. Install all new plumbing lines, install new cabinetry with slide out drawers at lower cabinets, pantry, to include quartz countertops with double bowl stainless steel sinks, dishwasher hookup and lever handle faucet set with detachable hand rinse. Install owner supplied Kitchen appliances. Demo existing kitchen, install cabinets with pullout shelving, install countertops with roll under work counter, install plumbing per plans, including undermount sink and faucet set. Install electrical per plans Labor: Materials: Koch Classic, Birch Cabinets, flat panel (per drawing) Countertops granite Kitchens sink under mount Stainless Steel Faucet, single handle, spray, American Standard Model # 4101.301.002 Customer supplied appliances being installed: 1. Refrigerator: LG, split French door Model#406114 2. Range hood: Whirlpool, Model #VMH73L20AS 3. Electric Range: Whirlpool, front controls Model #GY397LXUS 4. Dishwasher: LG, Model# LDS5540ST Total Section G: H. HEATING / AIR CONDITIONING REQUIREMENTS: compliant 1,075.00 7,178.00 1,340.00 212.00 233.00 10,038.00 I. ELECTRICAL: Compliant, but will be brought up to current electrical codes to pass city inspection Scope of Work: Install (5) Sensor -controlled smoke detectors (see Section J.), rewire entire house, including new kitchen and bathroom. Ceiling fans, light fixtures, exhaust fans, bath mirrors, selected and supplied by Veteran and installed by contractor & 220v outlets added (2) for laundry hook ups Labor: 4,737.50 Materials: 2,012.50 Total Section I: 6,750.00 J. SMOKE DETECTORS: Compliant, but not to code. Adding (5) throughout home- See Section I. Labor: 164.42 Materials: Kidde 10 -Year Living Area Sealed Lithium Battery Operated Smoke Alarm Model # P301 OL 133.58 Total Section J: 298.00 K. FLOORING REQUIREMENTS Scope of Work: Install prefinished Driftwood Oak laminate flooring, aluminum oxide finish, random lengths throughout home except for Master Bathroom, approx 1284 sf including waste, with moisture barrier Labor: 6,314.00 Materials: Allen & Roth, hand scraped, prefinished laminate flooring 5"W x 50-13/16"L, 1284sf Model# D2669 @ 3.50 sf 4,494.00 Style Selection Mesa Beige porcelain floor tile 18"x18"- 376 sf @ 3.50 sf Includes waste) Model#975181816 1,316.00 Total Section K: 12,124.00 L. WINDOWS are compliant M. LAUNDRY Scope of Work: 220 v hookups will be installed to correct non-compliance. See Section I.) Labor: 1,270.00 Materials: (Customer purchased) Samsung Washer: Model #WF405ATGANR Samsung Dryer: Model #DV405ETTAWR Total Section M: 1,270.00 N. ADDITIONAL EMERGENCY EQUIPMENT Total Section N: .00 O. OTHER I NM ILE EUI[LDEAS,;LLr— Ucense: CBC 1255213 HISA GRANT PROPOSAL 12119/2013 WHITLEY BUILDERS, LLC 3 Market PL Suite D Palm Coast FL 32137 FEIN: 760821597 Forrest Sutton 1922 Palmetto Avenue Sanford FL 32771 407-371-9382 The following scope of work proposed is to provide landings, ramps, and concrete walkways to the areas listed in the scope of work below. All work to conform to the VA Minimum Property Requirements and VA Specifications: Raising front porch height to address front door 4" sill height non-compliance Issue while installing ramp to address walkway non- compliance issue, also correcting the V' drop from walkway to driveway. Concrete walkwayconnectingtherearpatiotodrivewaywillbewidenedto48" from exisf€ing 36". Demo the existing exterior slab outside the dining room. A new concrete patio will be poured correcting the 4" step up safety hazard issue as well as tying the patio Into the emergency egress from the Veteran's Master Bedroom. Demo concrete slab and dispose — 8 Hours at $55.00 440.00 Excavation — 6 Hours at $55.00 330.00 Final grading and tamping — 6 Hours at $55.00 330.00 Forming — 7 Hours at $55.00 385.00 Concrete placement, cure time —12 Hours at $55.00 660.00 Broom finish - 7 Hours at $55.00 385.00 Removal of forms - 2 Hours at $55.00 110.00 Restore soil at edges of concrete flatwork — 4 Hours at $55.00 220.00 Labor: 52.00 Hours at $55.00 $2,860.00 Plans, permits 5110.00 Concrete 3000 psi concrete (approx 800so, fibermesh reinforced. 1,259.00 Form boards, stakes, and moisture barrier. 166.00 Soil Pre-treatment for termites 135.00 Jack hammer rental 90.00 Concrete pump services 350,00 Plate tamper rental and fuel. 100.00 Trash removal service and dump fees 150.00 Materials: $2,800.00 TOTAL LABOR: S2,860.00 TOTAL MATERIALS: $2;800.00 Sales Tax Exempt: $ .00 Overhead and Profit 200%: $1,132.00 THE TOTAL COST FOR LABOR AND MATERIALS FOR THE ENTIRE PROJECT: $6,792.00 1lETERA.: SiG'NATURE: 1 ceri'ify that amounts billed .hereon do not exceed the usual and customary costs for the itea?s or services famished. CONTRACTOR- S,IG NATURE -,E: PLAI OF SUKVLY f UK UASLY JAKKLLL & I`9MY ANNt JAKKtLL SEMI J` LE VOUNTY, FLORID}A DESCRIPTION The North 65 feet of Lot 23, SPENCER HEIGHTS, accorling to the Plat thereof as recorded in Rlat Book 3, Paye 15 of the Public Records of Seminole County, Florida. SURVEYOR'S CERTIFICATE This iq to certify that I have made a Survey of the above described property and the Plat hereon is a correct representation of the same and meets the miniyum technical standards as set forth by the Florida Board of Land Surveyors, pursuant to Section 47! - 07 , Florida Statutes. 1i e ij' QO r V. K. SMITH, R.L.S. NO. 1653 V. KELLY SMITH & ASSOCIATES, I -MC. Professional Land Surveyors - 1807 French Avenue Sanford . F I o r i d a / j' 322-2213 vERMIT I /q,—a,-0q I u NOT SHOWN IN A FLOOD HAZARD AREA 1922 PALMETTO AVENUE RECERTIFIED: --L1; / — 8 Pi P. 83 • Her, lrY.n F3Pc:. lrOne9MAY,96 9 M A Y86 v 2 W oD ,O • v WD. F?M m C3LD(3.— i N ° a Char IN j TL m ao rc h a, ----- ' U i r a.6. 5J' q LOf Rec.l on IC,Rec. ),On z9 MAY66 Z9 MAY 86 ' AS -BUILT SURVEY certified to JOHN T. & L'NDA J. UMLAND: d RLS #1653_29 MAY 86 Ap, O h SCALE 1"°30' N Y- -te r?- -ST* - -- 31 7 )-;; Ci(-. z' : f, ' Revision 10/ City of Sanford Response to Comments Building & Fire Prevention Division Ph 407.688.5150 Fax: 407.688.5152. Email: building@sanfordfl.gov AUG 21 2014 Permit # Lf _0 Y: al Date Project Address: 12- 2-- PAL -MET -10 Contact:$ -S, i L- WH u Ph: '714-5,2:1-3)S2- Fax: 3 '6 2 2 - Email: Email: /' luleV i u Jd -P i - s ten? Trades encompassed in revision: Lei Building d Plumbing Electrical Mechanical Life Safety Waste Water General description doff reviAf issiion: py E FiFe LoG v/3.0 / 779 Af J0/ `' ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention wilding -2l w t ., ' i'm POOL t POOL DECK AREA E,6iiT •, 17i76ttSNG PERMIT #y iy y NEW PATIO wTez ap- rar wed PATIO I D M ASA L7Q3T i! 30lif .s KITC rlr i arm l { P.ToazoTTaTa> _ wM / b L' A . UviNrs AREA ' v FOYERJ ' o J S3 I i 51W. owXLG rtTR r BpTR IEXi5TN6 I CSE BTR'! I.Ir• tt OL FiLb UWCOM>s* m Ta> v slpL mn.TCU v.ftot FLDOR_P AN xatr, b• - r -o' U&KS. P POra as prdvE61 GR2AGE RAOR TO W 6LOT ibR POSiTN'E OVAKM WL BE AU€8>r awa T oa+cwm a Y l BATNkOOM NOl 1 t rtooRi+s MKW ROO tjElR.RFA NTRRI eno na-a>r nas aa AW SWM --f LleS 3. r, nAX o c daw. a xo ays a+ paf' oR 1 s. r s+owx w nJ { rLGRdri SIRS, N RE, I" IAj _ (r E V OmHQ Dwee. r 01 A. IEDROO>' ' n s W y a-..• iGiTCNEN NOTA L w wulox oi CACREISWIH SUpL'• e M6#{f] BIfX lL1ii Q { ORBI0M40dLS 7 {/Stl 6 fi P! L. r-0as czktnmA z odmtr o 5B ON do TTPI BATH {OiGE DET>:+ U/L STANDAR 6..c io arotiara»ems n.r umeeao iG.R1 T HIST 8E LO PADO1i0rs+lo'TACI J— BA'iI RO- L sLOOr elt3 p Oyq, r ar.Yt.aPA.N FimtA if ALL 1 069 6. /t 1-S 21AtO AL ON fi3Rr.CE 5aac t vypTY. TlNr. uT.lr.l'®[ IQlffc 9P. r Lsafxi yts = nvva=ao/a reD=m s. s+ar?eea_,,e•,a.6.aaHcrwnavrT i z PAL -PA rr T T -V Avg u E F—L- re5'E` v44Z) CAL Pct BY uG : EK / 3ot 3 f-4 IZ Q G cwt— Gv,vS?-72.i10 T• SS B P_,2t5T,4e_ 52-43 7 3S 5I-9909 4/24/2014, Florida Building Code Online FL # FL12590-R1 Application Type Code Version Revision r"E'MIT /c` %yo y 2010 ! I!I}} tjri Application Status Approved Comments Archived Q Product Manufacturer Builders Hardware Inc. Address/Phone/Email 5615 E. Powhatan Ave Tampa, FL 33610 800) 966-7753 jngodwin@bhitampa.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Vivian Wright dckw@rwbldgconsultants.com Exterior Doors — --5(NGLf' POV Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan 1. King, P.E. OO Validation Checklist - Hardcopy Received FL12590 R1 COI Certificate Of Indeoendence.pdf Standard TAS 201, 202, 203 Method 1 Option D 02/08/2012 02/09/2012 02/24/2012 04/03/2012 Year 1994 http://Wmv.floridabuildi ng .org/pr/pr_app_dti.aspx?paran>=wGEVXQwtDq vG4Aty6U aHdD hHXOXpTWi9ny9sq lmt7SN UZq Dq WPrLA%3d%3d 1/2 4/24/2014, Florida Building Code Online Summary of Products FL # Model, Number or Name Description 12590.1 a. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door (X configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnvdt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.1 for any additional use limitations, FL12590 R1 AE EVAL 12590.1.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite (OX or XO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.2 for any additional use limitations, FL12590 R1 AE EVAL 12590.2.odf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.3 c. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite (OXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.3 for any additional use limitations, FL12590 RI AE EVAL 12590.3.odf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door(XX configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.4 for any additional use limitations, FL12590 R1 AE EVAL 12590.4.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.5 for any additional use limitations, FL12590 R1 AE EVAL 12590.5.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: We laic.,; E http://www.floridabui lding .org/pr/pr_app_dti.aspx?param=wGEVXQwtDq vG4Aty6UaHdDhHXOXpTWi9nygsq kit7SN UZq Dq WPrLA%3d%3d 2/2 Builders Hardware nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 GLAZED FIBERGLASS DOOR INSWING / OUTSWING r9MPAc r GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. ltus product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 37.50" MAX. OVERALL FRAME WIDTH Z 3 i z o 5 s = w w X O 0 O > O N / i TABLE OF CONTENTS SHEET! DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masorvy construction 7 Bill of matedals, glaring detail & components 37.50" MAX. OVERALL FRAME WIDTH Z 3 i z o 5 s = w w X O 0 O > O N / i UyZ O ca—) U 02 r, n A m - 9m 8 W mr, , Olm W a a a LL. N.T.S. w ar: AL C. BY.. LFS WM NO.: FL -12590.1 xr 1 of 7 jz tyYERAIL CIVE" bgSIGN PRESShctl: (wS ) SWINGFRAhI C> lit HSS t)11NEMSION „ RfhtErISION Tl'r' POS/fNE NEGATNE: INSWING 37.W'x 82.00" 20.50" x 62.75" 50.0 -50,0 G1 OUTSWING 37.50" x 80.5(Y" 20.50" x 62.75" 50.0 -50.0 UyZ O ca—) U 02 r, n A m - 9m 8 W mr, , Olm W a a a LL. N.T.S. w ar: AL C. BY.. LFS WM NO.: FL -12590.1 xr 1 of 7 jz DOOR PANE! EXTERIOR INTERIOR HORIZONTAL CROSS SECDON 2 T ' -T 42CeAu v PVC 44 RETNO RCEMENT WOOD 43 Celle H I HINGE STILE rtwr-A 1 BOTTOM RAIL Cellular PVC tlAfIDlYARE7iLRTEi 35.75 MAX. AIOOOl DOOR LOCK: SIGNATURE SERIES PANI3 WIDTH DEADBOLT: SIGNATURE SERIES (M) YALE 20.50" MAX. YH COUECDON D.LO. WIDTH YH COLLECTION (80 SERIES) 4 LOCK: P SERIB DEADBOLT: 860/62 x L7 Ed = a O pO X U O O 52 fQ 4.5' ham— DOOR PANE! EXTERIOR INTERIOR HORIZONTAL CROSS SECDON 2 T ' -T 42CeAu v PVC 44 RETNO RCEMENT WOOD 43 Celle H I HINGE STILE rtwr-A 1 BOTTOM RAIL Cellular PVC tlAfIDlYARE7iLRTEi MANWAcma AIOOOl KMKSEI LOCK: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (M) YALE LOCK: YH COUECDON DEADBOLT: YH COLLECTION (80 SERIES) SCNLAGE LOCK: P SERIB DEADBOLT: 860/62 j— I I— T 7 LATCH d HINGE STILEReinforcement INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 CCc, 0 m 3 wC0 cc a 9LE co ir g BY. AL ar LFS wm No.: FL -12590.1 a 2 or 7 1-1/4"J4 IM EMB. (1 3J Inswvg shown - oulsvingalsoapproved X Ll/ EXTERIOR INTERIOR I -1/r MIN. EMB. PP.) 31 HORIZONTAL CROSS SECTION 3 ) Shown w/1X sub -buck 0.15' CSINK - TYP•) EXTERIOR INTERIOR 2 HORIZONTAL CROSS SECTION Inswing shown - ouhwing also approved 1-1/4" MIN. EMB. (TYP.) v o i zo °= N, v a 2 ym Ej sv4 aIf 0 'E z W UW DO O U m Z m N o E: N.T.S. a+: AL L Err: LFS WM NO, FL -12590.1 aT 3 a 7 INTERIOR EXTERIOR VERTICAL CROSS SECTION q Inswing shown - outswing also approved INTERIOR EXTERIOR 5 VERTICAL CROSS SECTION 4 Shown w/ ADA threshold 2 VERTICAL CROSS SECTION 4 Shown w/1X sub -buck substituting r3 ' VERTICAL CROSS SECTION rq1 VERTICAL CROSS SECTION q Inswing configuration q Outswing configuration 9 0 LL N.T.S. BY: AL BY: LFS NFM No.: FL -12590.1 fT 4 or 7 MASONRI OPENING 2X BU( BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2 Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: 4VC1fC3R TYPE A.... => S IE iA1Ni: EMBEDMENT M,IIV CLEAPANCE TQ IrAASONRY ELfG V. .CLEARANCE TO ADfA ENT,gNC. fIQR ITIN 1/4" 1-1/4" w 3' ELCO 1/4' 5 Z 1' 0 a f") F! HINGE JAMB CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2 Concrete anchor locations at the corners may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: 4VC1fC3R TYPE A.... => S IE iA1Ni: EMBEDMENT M,IIV CLEAPANCE TQ IrAASONRY ELfG V. .CLEARANCE TO ADfA ENT,gNC. fIQR ITIN 1/4" 1-1/4" 2.1/2" 3' ELCO 1/4' 1-1/4- 1' 4' MASONRY OPENING FIRM 2X BUC zo 7 FRAME ANCHORING Masonry 2X buck corntruction HINGE DETAIL 1 1 I h STRIKE JAMB LATCH A DEADSOLT DETAIL rZ FZ 3p v9O gypo_ J pC', O MW ZIm a <Y mm M N.T.S. er: AL L BY: LFS NOW NO, FL -12590.1 FT 5 of 7 P • TYP. HEAD & MASONRY JAMBS OPENING FRAME N IX BUC M Lq T HINGE JAMB FRAME ANCHORING Masonry 1X buck construction CONCRETE ANCHOR NOTES: I. Substitution of equal concrete anchors from a different supprer may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimensions are not exceeded. 3. concrete anchor table: ANC1ibR t4tVCJ Oit l lkI MIF! CLEAR LIJCE TO ': MIN. CIEARANCE:TO:`: TYPE 1ZE EMBER90T hAgSQNRY'fPGE :` ADJACENTANCH..OR ITW 1/4' 1-1/4" 2.1/2" 3" ELCO 1/4" 1-1/4' 1" 4• ITW 3/16' 1-1/4" 2-5/8" 2.1/4" MM 11 STRIKE JAMB HINGE DETAIL LATCH 6 DEADBOLT DETAIL DWG. M AL m axc ar: LFS 3 DaAWW ND.: FL -12590.1 0 0 sHm 6 or 7 4.56" I 20 HEAD d SIDE Jamb l; 1 OLRSR9NG THRESHOLDQOSH Eo 456" C> 0 21 HEAD d SIDE Poly fberjamb La INSCSWING THRESHOLD S h 5" ADA SIU 32 ISHC kvr.M GI GLAZINGDEIAIL DVERALL ASS THK. 1/8" TEMPERED GLASS AIR SPACE 1 /8" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1 /8" ANNEALED GLASS N.T.S. BY-.-- AL er. LFS rmo No.: FL -12590.1 rr 7 or 7 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A I 1 X BUCK SG >= 0.55 WOOD B 1 2X BUCK SG >= 0.55 WOOD C 1/4- MAX. SHIM SPACE D 1/4- X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 3116"X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1/4"X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1/4"X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L 10 X 2-1 /2" PFH WOOD SCREW STEEL M 8 X 2-1/2* PFH WOOD SCREW STEEL N 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 6 SEALANT SILICONE 7 WEATHERSTRIP FOAM 9 4" HINGE STEEL 10 10 X 3/4" PFH WOOD SCREW STEEL 20 JAMB FINGER - JOINT - PINE WOOD 21 POLYHBER COMPOSITE JAMB POLYFIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR SWEEP 31 OUTSWING THRESHOLD BY DLP ALUM. / WOOD 32 ADA THRESHOLD ALUMINUM 33 INSWING THRESHOLD BY DLP ALUM. / WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075' THICK PLATT-PRO/NANYA Fy = 11,063 PSI MIN. FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE CELLULAR PVC 44 REINFORCEMENT WOOD FOR LOCKS WOOD 45 BOTTOM RAIL CELLULAR PVC 46 FOAM CORE POLYURETHANE 47 LATCH & HINGE STILE REINFORCEMENT LVL 51 ODL LTTE FRAME ALUMINUM 52 10 X 1-3/4" PFH SCREW 1STEEL 53 GLAZING COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM P/MERIC FOAM 54 STRUCTURAL SILICONE DOW #995 SILICONE 55 SCREW PLUG 4.56" I 20 HEAD d SIDE Jamb l; 1 OLRSR9NG THRESHOLDQOSH Eo 456" C> 0 21 HEAD d SIDE Poly fberjamb La INSCSWING THRESHOLD S h 5" ADA SIU 32 ISHC kvr.M GI GLAZINGDEIAIL DVERALL ASS THK. 1/8" TEMPERED GLASS AIR SPACE 1 /8" ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 1 /8" ANNEALED GLASS N.T.S. BY-.-- AL er. LFS rmo No.: FL -12590.1 rr 7 or 7 4/24/2014, Florida Building Code Online FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL12590-R1 Revision 2010 Approved LE Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 800) 966-7753 jngodwin@bhitarrpa.com Vivian Wright rickw@rwbldgconsultants.com FPA /25_9767 • 4, 4ExteriorDoors —+ DCi LJ$ llt Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan J. King, P.E. O Validation Checklist - Hardcopy Received FL12590 RI COI Certificate Of Independence.odf Standard TAS 201, 202, 203 Method 1 Option D 02/08/2012 02/09/2012 02/24/2012 04/03/2012 Year 1994 http://vwAv.fl oridabui ldi ng .org/pr/pr_app_c tl.aspx?param=%GEVXQwtDq G4AtyiUaHdD hHXOXpTMH9ny9sq knt7SN UZq D q WPrLA%3d%3d 1/2 4/24/2014, Florida Building Code Online Summary of Products r FL # Model, Number or Name Description 12590.1 a. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door (X configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 Rl II INST 12590.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.1 for any additional use limitations, FL12590 RI AE EVAL 12590.1.pdf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door with a Sidelite (OX or XO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.2 for any additional use limitations, FL12590 R1 AE EVAL 12590.2.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.3 c. Fiberglass Door Up to a 3'0 x 68 Glazed "Impact" Fiberglass Single Door with a Sidelite (OXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.3 for any additional use limitations, FL12590 R1 AE EVAL 12590.3.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door(XX configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrnidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.4 for any additional use limitations, FL12590 R1 AE EVAL 12590.4.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes 12590.5 e. Fiberglass Door Up to a 60 x 6'8 Glazed "Impact" Fiberglass Double Door with Sidelites (OXXO configuration) Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL12590 R1 II INST 12590.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12590.5 for any additional use limitations, FL12590 R1 AE EVAL 12590.5.Ddf installation instructions and product particulars. Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send eie ctronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1)'Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 F9111 Ed M cred I 4C, N+fis-# http://www.floridabui ldi ng .org/pr/pr_app_c tl.aspx?parani--wGEVXQwtDq vG4Aty6UaHdD hHXOXpTW9ny9sq lmt7SN U Zq Dq WPrLA`/`3d`/gad 212 Builders Hardware nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 GLAZED FIBERGLASS DOUBLE DOOR INSWING / OUTSWING IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 FIoddo Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.124 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONIEMS SHEET# DESCRIP17ON 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Astragal details 8 TI of materials, glaring detail & components 74.00' MAX. OVERALL FRAME WIDTH QYJ`RALL GL [S3 b SIGN PRESSURE (PSF}'. SWING FRAME L 4y 3 3 z O PCSSff1YE NEGtITiYE'' INSWING 74.00' x 82.00" 20.50" x 62.75' MM wx 50,0 -50,0 G1 x w w X X 74.00" x 80.50" w O >O f 2 50.0 -50,0 OM{ftA1 QYJ`RALL GL [S3 b SIGN PRESSURE (PSF}'. SWING FRAME L 4y NJ11KEN57C1Ni1TENSION PCSSff1YE NEGtITiYE'' INSWING 74.00' x 82.00" 20.50" x 62.75' 50,0 -50,0 G1 OUTSWING 74.00" x 80.50" 20.50" x 62.75' 50.0 -50,0 AL a: ar. IFS FL -12590.4 V 1 of 8 dz 35.75 MAX. DOOR PANEL WIDTH 20.5(rMAX. D.L.O. WIDTH 4 1 Mu 0 Ed S d O o X — O 90 52 DOOR PANEL w Col o INTERIOR Kjl-\ HORIZONTAL CROSS SECTION 2 45 BOTTOM RAIL CeBulor PVC MAROWAREfARIF MANIFAGIV MODEL -.; KWIKSET LOCK: SIGNAME SERIES DEADBMT. SIGNANRE SERIES (9M YALE LOCK. YN COUMM DEADISM YH COUECBON (BO SERIES) SOILAGE Lock: 'F'SERIES DEADBOLT. UO/62 LA1CH 8 HINGE SAIF Reinlorc ", INTERIOR EXTERIOR 21 VERTICAL CROSS SECTION 2 P z yP o OZ NeiOSPO z o p D I 9m2PS 4 6. 8 6 m o O r Mo owc. er: AL ax er LFS FL -12590.4 Fr 2 or 8 uz 2.50` to T L 185- TOP MIL," CEMENT WOOD J 11 A HI GE STILE FaIMIO Cel 45 BOTTOM RAIL CeBulor PVC MAROWAREfARIF MANIFAGIV MODEL -.; KWIKSET LOCK: SIGNAME SERIES DEADBMT. SIGNANRE SERIES (9M YALE LOCK. YN COUMM DEADISM YH COUECBON (BO SERIES) SOILAGE Lock: 'F'SERIES DEADBOLT. UO/62 LA1CH 8 HINGE SAIF Reinlorc ", INTERIOR EXTERIOR 21 VERTICAL CROSS SECTION 2 P z yP o OZ NeiOSPO z o p D I 9m2PS 4 6. 8 6 m o O r Mo owc. er: AL ax er LFS FL -12590.4 Fr 2 or 8 uz I-114" MIN. _ EMB. (TYP.) 0.15" CSINK TYP.) EXTERIOR IDULDGT79 1-114' MIN. EMB. (TYP.) EXTERIOR INTERIOR 9 10 4 HORIZONTAL CROSS SECTION I_,/ Shown w/iX sub -buck 0.15" CSINK - TYP.) HORIZONTAL CROSS SECTION kuwing shown - oulsving also approved EXTERIOR INTERIOR n in Na E a maa o 0 o S z 0 W U 0 30 h 1/\JvE^f w W a9mo 1-1/4"MIN. of O EMB. (TYP.) o a a 1 e } L p m zza O N zio N O N W N a Z 70 L _._ U N.T.S. DM. avc. BY. AL i E CmL MI. LFS v oRAWM Not 3 Inswing shown - outswing X also approved qtm 3 or 8 .' 3 O v 4 D 3 54 4 A 4 J 4 0.15" CSINK TYP.) EXTERIOR IDULDGT79 1-114' MIN. EMB. (TYP.) EXTERIOR INTERIOR 9 10 4 HORIZONTAL CROSS SECTION I_,/ Shown w/iX sub -buck 0.15" CSINK - TYP.) HORIZONTAL CROSS SECTION kuwing shown - oulsving also approved EXTERIOR INTERIOR n in Na E a maa o 0 o S z 0 W U 0 30 h 1/\JvE^f w W a9mo 1-1/4"MIN. of O EMB. (TYP.) o a a 1 e } L p m zza O N zio N O N W N a Z 70 L _._ U N.T.S. DM. avc. BY. AL i E CmL MI. LFS 3 HORIZONTAL CROSS SECTION oRAWM Not 3 Inswing shown - outswing FL -12590.4 also approved qtm 3 or 8 .' a d n a = 5 v v E o D z i "oz c3 9m• -E LL zm f a ma SDv< w A C C E S r INTERIOR EXTERIOR o 3 "\ VEIMCAL CROSS SECTION 4 VERTICAL CROSS SECTION 4 Inswing configuration 4 Outswing configuration LE N.T.S. z Err: AL L 9r: LFS 3 ww¢ No.: ° FL -12590.4 c C xr4 of 8 9 9 n e n 4" 4" 6. 7 28 a pz Nz I I `• 0 23 e t c o a p I I F I I L SEE DETAIL 8 `• d o E L I I 27u p V mZ 0 N MASONRY & JAMBSD I I r4j+ MASONRY TYP. HEAD & I 1 9 o L E o LL OPENING I I OPENING JAMBS II II ,a= 3 I I oe LATCH 6 DEADBOLT DETAIL FRAME ASTRAGAL LL 2X BUCK S OWNGFOR SHOWN FOR I z 8 J REFERENCE IIREFERENCEIILjG, 2X BUCK ONLY ^ O '0 ONLY I I z `t I F II 9 LU o II N TYP. ofr1SEEDETAILISILL10 0$ 0Z II "1" II 10 L N m 3 BUCKANCHORLNG HINGEJAMS FRAMEANCHORING ASTRAGAL STRIKE JAMB a = mm Masonry 2X buck construction a a CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the nen. edge distance to mortarjoints. If concrete anchor locations noted as "MAX ON CENTER" must be adusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenslorn are not exceeded. 3. Concrete anchor table: ANCHOR TYPE AMCNOR- S1ZE 1v11N.;:: EMBEDMENT M}LV CLEARANCETO:::; MA$QNRY.`.EOGE MIM. CLEARANCE TO ADJACENT ANCtft7R `.` ITW 1/4" 1.1/4" 2-1/2" 3" ELCO 1/4" 1-1/4" 1" 4" HOLE 3/8" DIA. DETAIL 1 Inswing configuration L 3 2.09" DETAIL 2 HINGE DETAIL HOLE 3/B" DIA. DETAIL 1 Outswing confgurotion LE N.T.S. AL m L BY: LFS 3 XM NO.: FL -12590.4 cc 8fT5OF 0 4- 6" 9 o e b T, 10 10 SEE Zvi H SEE NOTE 1 Nin SEE DETAIL II 0 9`5228 ami € TYP. HEAD & ° fn MASONRYJAMBS I I °C HINGE DETAIL c 2 OPENING I I E c u U urcZb O ASTRAGAL x z FRAME SHOWN FOR REFERENCE ONLY 2$ 30 c5 3 zrnT> omZU r 1X BUCK 9mUz27s, Q UJ F olm II o TYP. a SEE DETAIL I I N SILL LATCH 6 DEADUXT DETAIL En HINGEJAMS FRAME ANCHORING ASTRAGAL SWKE JAMB o 0 Masonry 1 X buck construction N 209" o CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may have different edge o distance and center distance requirements. DETAIL 2 Z 2 Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morterjoints. If concrete anchor locations noted as "MAX. ON CENTER' must be HOLE adjusted to maintain the min. edge distance to mortar joints, additional concrete anchorsF- may be required to ensure the"MAX.ON CENTER' dimensions are not exceeded. 3/B" DIA. MN oro j 3 Concrete anchor table i z o 5/5/09 i sov.r: N.T.S. ° HOLE M BY. AL m' 3/8" DIA. WK BY: LFS 3 DETAIL 1 DETAIL 1 DPAWM w ITW 3/16" 1-1/4" 2-5/B" 2-1/4 : FLInswingconfigurationOutswingconfiguration —12590.4 a 0 sr r 6 ov 8 ANGHOI! ANGfdR ;:ACTIN t:...ILT/N LEARANCETC} MIN. TYpF SIZE setEARA MASNCEIp, iMSEDMEM -: i JVRY EDGE < AL>JA EM ANCfIOR ::. ITW 1/4" 1-1/4" 2-1/2" 3" ELCO 1/4" 0.51– T - 3S 5'– Y- 3.S 32.25' - 35.75 - 37.75 ASTRAGAL SCREW LOCATIONS 3.99" 0.478" j — { I – 0.478" i7 0.975 i 00.335' 20.000' N I $ 00.346)I I Oo.,s:r ASTRAGAL 61 CON EALED STIFFENER 6Y UDE_LROD of top ttxaigh 1.98" bottom through 1.98" 0.5 T 3S" N. T. nNc. er: AL cwc. er: LFS FL -12590.4 my _L a 8 i, Lo N LL o N i rn 2 D m i v 1 BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A 1X BUCK SG>= 0.55 WOOD 21 POLYFIBER COMPOSITE JAMB POLYFIBER c a B 2X BUCK SG >= 0.55 WOOD 23 8 X 3"PFH WOOD SCREW STEEL h m C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL 5 0 D 1/4"X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL g v g Z E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 30CONCRETE DOOR SWEEP Jsn sn Tas301ORHOLLOWBLOCKCONFORMINGTOASTMC9031OUTSWINGTHRESHOLDBYDLPALUM. / WOOD i ° m° ALA F 1/47 X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 ADA THRESHOLD ALUMINUM 8 a Ir \ G 3116'X 3-1/4" PFH ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ALUM. / WOOD t = m H 1 /4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a °nJ1/4"X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 41 DOOR SKIN MIN. 0.075" THICK) PLAST-PRO/NANYA Py = 11,063 PSI MIN. FIBERGLASS o g L 10 X 2-1 /2" PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC r N 1 /4" X 1.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH & HINGE STILE CELLULAR PVC E 3 ASTRAGAL STRIKE PLATE @ HEAD STEEL 44 REINFORCEMENT WOOD FOR LOCKS WOOD 6 SEALANT SILICONE 45 BOTTOM RAIL CELLULAR PVC 7 WEATHERSTRIP FOAM 46 FOAM CORE POLYURETHANE c 9 C HINGE STEEL 47 LATCH & HINGE STILE REINFORCEMENT LVL W 10 10 X 3/4" PFH WOOD SCREW STEEL 51 ODL LITE FRAME ALUMINUM z 20 JAMB FINGER - JOINT- PINE WOOD 52 101/4' PFH SCREW STEEL oo 53 GLAZING COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM P/MERIC FOAMy`v o 54 STRUCTURAL SILICONE DOW#995 SILICONE ti3Ed m L M55SCREWPLUG 60 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM 9 2 0 61 CONCEALED STIFFENER 6063-T6 ALUMINUM BY BUILDERS HARDWARE ALUMINUM 62 SLIDE BOLT ROD STEEL o m 63 8 X 2" PPH SCREW STEEL a a 4.56" 4.56' csO h 3/4"GLASS U N BITE 53 SILL 1" OVERALL p Z 20 HEAD d SIDE Jamb YI HEAD i SIDE Poly fiberjmmb 5332AD GLASS THK. of p 1 /8" TEMPERED GLASS Q AIR SPACE i 1 /8" ANNEALED GLASS w r 4.56" _ 4.56" { §' Q 0.090" PVB INTERLAYER SAFLEX BY S o 0 jg l G1 53 53 ASS1 /8"ANNEALEDLED GLASS z dse 5/5/09 GLAZING DETAIL N.T.S. oc nL er: LFS 31 OUTSWING THRESHOLD 1 INSWING THRESHOLD omww. No, QOSH ISCS FL -12590.4 Sir 8 OF 8 42-- Revision-['— - —— City of Sanford Response to Comments Building & Fire Prevention Division OCT 1 2014 ! Ph: 407.688.5150 Fax: 407.688.5152 I Email: building@sanfordfl.gov BY-i OAPermit # f Submittal Date g) ze —:rx,, Project Address: 19zz Contact: 3 ZA4 W}/'rLV–; Y Ph: 7/ 3Z/ - 2— "u- Fax: At& ;z2 -J -t offWe- Email: Trades encompassed in revision: L'r/Building Plumbing LTJ Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Approvals 0r1• 1w -1A( Department Utilities Waste Water Planning Engineering Fire Prevention 11 Building General description of revision: ROUTING INFORMATION Approvals 0r1• 1w -1A(