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620 Sarita St 10-414 (partial demo/remodel)NFORD . . . . . . . CITY OF S�A CITY OF SANFORD DEC 0 ZOOS -� BUILDING & FIRE PREVENTION PERMIT APPLI49f"" � �/Of�,�� / i a Y Q Application No:� � I � � r � D�Ocumented Construction Value: $ Job Address: X 2 c, S ?Yl f S t Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: '-r2A&v1CJ Plan Review Contact Person: IZ \yl, o Title: Phone: jo`7 ZZI - 6/&-8 Fax: _ E-mail: ID D 13 SW Uerl e- i�AAVWuNle. ; >--i Property Owner Information -/d? _ c/7I If - 3Z 7,3C iu-) Name _�l1.eTl�-3XGw0A k_#UtG407 Phone: 4o -7-J-74 - 42e1& 60-4cs) Street: &2 O S A4 t -rA ' . Resident of property?: `iL55 City, State Zip: tJ _O NameLjlLb��jw,n/v� Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information �^ Phone: ted' °% 22 s 5 (o 0 Name: ,& v ( D SSV I✓T Street: -1 % S 6 - City, St, Zip: ('02 0 {=L. Bonding Company: Address Building Permit ❑ Square Footage: No. of Dwelling Units: Fax: E-mail: t>D'13 i✓AtLT14c,1, )K,!Q rT Mortgage Lender: Address: PERMIT INFORMATION Construction 'Type: Flood Zone: Electrical ❑ New Service. °No. of AMPS: Mechanical ❑ (Duct layout required for new systems) yo P Ve/ 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 issgance 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 Date Print Owner/Agent's Name oke J -y- i� 0 �. Signature of Notary -State of Florida Date otiisv vu . s �, BB'IE'BL�'O MY COMMISSION = DD629096 � EXPIRES: February 25, 2011 k., Owner/Agent i '�°;�sonallOwwt&Me or .,,>A.A _ w c Produced ID 3'ype o APPROVALS: ZONING: COMMENTS: Rev 11.08 L_ ENGINEERING: UTILITIES: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Contractor/Agent is Produced ID Date _ Personally Known to Me or Type of ID WASTE WATER: BUILDIN Property AddressL/22 a SIR/ ti - YZ_ do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Bu Form of Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have agcess to the Florida Building Codes. . - I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial and the Florida Department of Revenue. I also understand that I may contact the Florida ` _Services, Construction Industry Licensing Board at 1-850-487-1395 or at www.Lnyflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the i information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property AddressL/22 a SIR/ ti - YZ_ do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Bu Form of Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 ? : Altamonte Springs, Casselberry,'Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a !, license. ` I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law, to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. C I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation Ac for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 des '��ion sl ��c�.� c Civil Engineering ® CADD Services m,: Construction Administration City of Sanford 300 N. Park Avenue cc Sanford, FL 32772 OFF1 January 27, 2010 RE: Engineer of Record Curtis & Brenda Knight r 620 Sarita Street Sanford, FL Dear Sir: In accordance with Chapter 61 G15-27 of the Florida Administrative Code, I Chad S. Linn, PE with design solutionsfi, Inc. formally accept the professional engineering responsibilities for the above referenced project. Sincerely, Chad S. Linn, PE PE #57524 6239 Edgewater Drive - Building N2, Suite 313 e Orlando, Florida 32810 0: 407.532.8323 • F: 407.532.8324 www.designsolutionsfl.com • info@designsolutionsfl.com IS&Gftn evil d #a cwWaIdShe avov. AMrpRoje=SA3M AUMFEM ;lib i -11M4 at oil *M c-eit4,J---!E 7D 0� I ji by MA M 11 mmaor is wt I I P w ! , '' ...... ... .. .. 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Ex6mal at ti7mEtW i SPM L— avthwm- a pum ftwL Gs sus & d'Barad as Sfaaf be armee tpw ia or Secrm M Florida Building Code Online 01 Page l of 3 Technical Representative Address/Phone/Email Quality Assurance Representative Address/ Phone/ Emali Category Subcategory Compliance Method Certification Agency Validated By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting National Accreditation & Management Institute, National Accreditation & Management Institute, Referenced Standard and Year (of Standard) S_taltd rA TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval 01/07/2009 Xear 1994 Search I http://www.floridabuilding.org/t)r/pr app_dtl.aspx?param=wGEVXQwtDgt2gTjKEgbCBs... 12/8/2009 3 BCISHome I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Product Approval :xn ift USER: Public User PLO4-Ua.ADDLO.'La1.MeRLl > B2od.u,Ct_Of 6ppj[W 0jLSe=bL> ApOlk.etlon LJSI > AppliCation Detail Fl # FL5508-R2 Application Type Revision Code Version 2007 Application Status Approved Comments +'"•^I F Archived i..] Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/ Phone/ Emali Category Subcategory Compliance Method Certification Agency Validated By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Usting National Accreditation & Management Institute, National Accreditation & Management Institute, Referenced Standard and Year (of Standard) S_taltd rA TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 12/24/2008 Date Validated 12/30/2008 Date Pending FBC Approval 01/07/2009 Xear 1994 Search I http://www.floridabuilding.org/t)r/pr app_dtl.aspx?param=wGEVXQwtDgt2gTjKEgbCBs... 12/8/2009 Florida Building Code Online Date Approved 02/03/2009 Page 2 of 3 Summary of Products FL # JIMlodel, Number or Name Description 5508.1Flush Glazed Fiberglass Side- 6'-8" Glazed IIS Double Door w/ or w/o Sidelites =Hinged Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes _FL550�R�C CAC_NLQQ5221=R3,PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +50.5/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL5S08 RZ II F1550$_6_8 Glaed�icF�orp_df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6-8" max nominal size. Created by Independent Third Party: When impact resistance is required, hurricane protective system is required. See anchor detail DWG-MA-FL0140- 05 for additional Information. 5508.2 Flush Glazed Fiberglass Side- 6'-8" Glazed 0/S Double Door w/ or w/o Sidelites Hinged Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FJ 5508 g2� CC�vZQ05Z2�EL3 PAF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use In locations adhering to the EI-S0_$�2�LEL55Q8 6 8_GJazedJl_acher_,pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0"x 6'-8" max nominal size. Created by Independent Third Party: When impact resistance Is required, hurricane protective system is required. See anchor detail DWG-MA-FL0140- 05 for additional informatlon. 5508.3 Flush Glazed Fiberglass Side- 8'-0" Glazed I/S Double Door w/ or w/o Sidelites Hinged Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes E1550&_R2_.C-C6-C�-NIQ0622J--R3,ED.F . Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +43.0/-45.0 Installation instructions Other: Evaluated for use in locations adhering to the ELSSQ$ R2 IT�L50� 8 0 Gl@��dJ{QG1toLAdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When When impact resistance Is required, hurricane protective system Is required. See anchor detail DWG-MA-FL0141- 05 for additional information. 5508.4 Flush Glazed Fiberglass Side- 8'-0" Glazed O/S Double Door w/ or w/o Sldelltes HIn ed Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes ,EL5S.0$_R2 C CAC Ni0Q62.2_L-R3_jjQF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +47.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the F_i 5S_Q8_R2 ZI E1508_8 0 Gla_z�dA_ac�iordf. Florlda Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: when impact resistance is required, hurricane protective system is required. See anchor detail DWG-MA-FL0141- 05 for additional information. Back Next h4,//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2g7jKEgbCBs... 12/8/2009 Florida Building Code Online QCA Administration Department of Community affairs Florida Bblldlny Code Online Codes and Standards _ 2555 Shumard Oak Boulevard Tallahassee, Fulda 32399-2100 (850) 487-1824, Fax (850) 414-8436 ® 2000-2005 The State V Florida. All rights reserved. Copyright and_Djssialmer Product Approval Accepts: vnl&yn t;;r SycpHA �� _ 'y rrefrr. Page 3 of 3 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt2g7jKEgbCBs... 12/8/2009 r SIDE -HINGED FIBERGLASS DOOR UNIT W-8' FLUSH GLAZED DOUBLE DOOR WITH/ WITHOUT SIDEUTES GENERAL NOTES I. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA' BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS REQUIRED. 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50. AND SMOKE DEVELOPED INDEX OF 60 PER ASTU EB4. 4.. PLASTICS TESTING OF FIBERGLASS FACING:, TES! DESCRIPTION DESIGNATION RESULT SELF IGNMON TEMP ASTM D1829 803 'F > 650 'F RATE OF BURNING ASTM 0635 0.79 IN MIN SMOKE DENSITY ASTM 02843 48.9R TENSILE STRENGTH SASTM 0638 -7,3R OIFF 5_ PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF ICNRION 7E]AP ASTM 01829 960 'F >-.650 'F RATE QF DENSITY ASTM 0635 0.98 IN MIN SMOKE DENSRY ASTM 028<3 59:IR TENSILE STRENGTHS ASTM 0790-B.ISR' qFF ' COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARG METHOD I- i ° • o SINGLE DOOR UNIT IX)UHLE DOOR UNIT SINGLE DOOR UN t7 S1NGtf DOOR LINR WITH SIDELITE JVlTtI SIDEtfTE TABLE OF CONTENTS SHEET j DESCRIPTION 1 TYPICAL ELEVATIONS & G NERAL NOTES 2 ANCHORING LOCATIONS & DETAILS ANCHORING LOCATIONS &DETAILS 149' MAX. OVERALL ntWC N107H 25" MAX 36.375' MAX. 01.0: PANEL V110TH 37.5" MAX. VI/ASTRAGAL FRAME WIDTH 0 N v^. aQ 3 DOUBLE ODOR UNIT WISIDELITFS cotaba1110.:. -'R2. Lkbi8N4N SINGLE DOOR UNIT W/SIOELRFS O U c3cN zl"Cv O W z �z ww LLJ OC) Z � J Q) 15"m N.T.S. I I O KR. Tlyd I n SEE OETAIL 8' SEE DETAIL 3" 6" E. 3" I l i I 6. 6" — 6" 6. 3'—I o _ N J 9 U B — O 6• 8 — w 111r6` 6- 3" 6• �tl � a U a SEE DETAIL w 0 p vT a G to 3• 3~ t 3.1 SEE DETAIL F A6krdnb[M Ce1h: Rnda�IdBi: IkbAene 118 x 2-1/2" 18 x 2--1/2" 0 DETAIL "D" 1.375' fft— 7 T INSWING THRESHOLD #10x2, #8 x 2-1/2" #10 x 5/8" #10 x 1-1/4„ #10 x 5/8'. #i0 x 3/4" #10 x 2" DETAlL '"'E" ASTRAGA DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.962'' T OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IEE DETAIL C. G. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLER. THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL ALUM, STEEL OR BUTYL SPACER DOW 995DOW 995 OR EQUAL` OR EQUAL TYPICAL GLAZING DETAIL !Aa. �: Sws cw an SEE DETAIL "6' SHT. 2 Y 1 w ci p N W � U SEE DETAIL } t) SHT. 2 D w ul a C io ATTACHMENT DETAIL KWIKSET MAXIMUM SECURITY SERIES: GRADE 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, I 1 1 _ SIGNED AND SEALED BY HAROLD E. RUPP, PE I I I (FLORIDA #.15935) WITH THE LOWEST (LEAST) 4" X 4" FULL MORTISE BUTT HINGES. FASTENER RATING FROM THE DIFFERENT FASTENERS ., • .. BEING CONSIDERED > OR .USE. JAMB, HEAD, AND _ * THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE MI<J #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL _ o.2s .25 SHIM MUST BE PLACED IN SHIM SPACE. AT EACH ANCHOR 'o LOCATION. CL W li/ B 2. THE W000.SCREW SINGLE. SHEAR DESIGN VALUES COME FROM G H II 11 B — 11 j ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT J'6 OF 1-1/2'` MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE TYPICAL MINIMUA EMBEDMENT OF 1<-1/4". ANCHOR INSTALLATION 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROP8RLY TO TRANSFER LOADS TO STRUCTURE, 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6" KWIKSET MAXIMUM SECURITY SERIES: GRADE 2 e' I 1 1 _ 1 I 8. 6'j I I I 2. 4" X 4" FULL MORTISE BUTT HINGES. w 'o W li/ B I II G H II 11 B — 11 j w J'6 8' r 3. 8' g` HARDWARE I;rHFhI It F 1. KWIKSET MAXIMUM SECURITY SERIES: GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. td�vdur,bltMe) Card�onllo.: Det � N.T.S. er.. sm NC NO:: -MA -F1014( 3 OF NA.H NO'T'ICE OF PRODUCT EINE 'ERTIEICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI006221-113 Page 1 09/23/2005 12/18/2008 Structural Masonite International M-703-1 The "Notice of Product Line Certification' is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification sea] represents product conformity to the applicable specification and that all certification criteria has been, satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, EL 60185 Product Line: Masonite Fiberglass Flush -Glazed Side-Hineed Door Units Test Report: CTLA 945W & CTLA-945W-1 Section 1: General Description of the Products and Systems under this Certification 11 Frame: The frame jambs consist of finger jointed pine with all congers coped, butted, and sealed using three 2" long wire staples (.04375"). 1.2 Mullion Construction: Where used, each mullion . constructed of laminated lumber with a pine cap and attached to the header and threshold with three #10 x 3" Philips Flat Head Wood Screws. 1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid cellular vinyl frame. Consisted of symmetric monolithic insulated glass with 3mm (0.118) tempered glass with aluminum, steel or butyl spacer. 1.4 Door Leaf Construction: Each fiberglass door leaf was constructed from 0.075" thick fiberglass composite material. Top rail and stiles constructed from wood, with or without composite edge band. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 -Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: Certification No.: NI006221-R3 Page 2 Revision Date: 12/18/2008 Marley Endura Ultimate or DLP Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1. Fiberglass Composite (Including raw composite, painted composite and stained and top coated composite -Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Are Method 1. Test performed by Universal Laboratory, Inc. -Test Report 27009/27009 -A/27009 -B. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC - 98 -417-7139.0. 33 Miami -Dade Building Code Compliance Notice of Acceptance for Lite Frame Material, NOA#08-0422.07. 3.4 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 15977-104313. 3.5 ASTM E1300 Glass Load Resistance Report provided by National Certified Testing Laboratories NCTL-110-9735-1. 3.6 Anchor Calculations for: Anchor Performance Calculation Report -Performed by Harold E. Rupp, P.E. (Florida No. 15935.) 3.7 National Accreditation & Management Institute, Inc. W -1362/W-1416 See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAME at (757)594-8658. NationaI Accreditation & Management Institute, Inc. 11870 Merchants Walk State 202 -Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 Company: Product: NOTICE OF PRODUCT CERTIFICATION Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date' Revision Date - N1006221 -R3 Page 3 09/23/2005 12/31/2010 12/18/2008 Fiberglass Flush Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94 The "Notice of Product Certification" Is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nanilcertifleation.cont. NA-rII's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing GlazedDesign Missile Test Report Number or or Maximum Pressure Impact Drawing Number & Outswin O a ue Size Pos/Ne Rated Comments X Single I/S Glazed 3'0" x 6'8" +50.51-55.0 No CTLA-945W Maximum Panel Size: 3'0" x 6'8-' X O!S Glazed 3'0" x 6'8" +551-55 No Anchor Detail -MA -FIA 140-05 CTLA-945W Single Maximum Panel Size: 3'0" x 6'8" XX US Glazed 6'0" x 6'8" +50.51-55.0 No Anchor Detail-MA-FL0140-05 CTLA-945W Double Maximum Panel Size: 3'0" x 6'8" XX O/S Glazed 6'0" x 6'8" +551-55 No Anchor Detail -MA -171-0140-05 GFLA-945W Double Maximum Panel Size: 3'0" x 6'8" XO/OX I/S Glazed Door 6'0" x 618" x-50.51-55.0 Door -No Anchor CTLA 945W 140-05 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 6'8" X010X O/S Glazed Door 6'0" x 6'8" +55/-55 Door -No Anchor Detail-MA-FL0140-05 CTLA-945W Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0'• x 6'8" OXO I/S Glazed Door 9'0"x6'8" +50.5/-55.0 Door -No Anchor Detail-MA-FL0140-05 CTLA-945W Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3-0"x 6-8" OXO O/S Glazed Door 9'0"x 6'8" +55/-55 Door -No Anchor Detail-MA-FLA140.05 CTLA-945W Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Sizo 3'W'x 6'8" OXXO I/S Glazed Doors 12'6" x 6'8" +50.5/-55.0 Doors -No Anchor Detail-MA-FLA140-05 CTLA-945W Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'W'x 6'8`- OXXO O/S Glazed Doors p 1276" x 6'8 " +551-55 Doors -No Anchor Detail-MA-F1A140-05 CTL.A-945W Double wlSidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3W x 618" National Accreditation & Management Institute. Inc.111870 Merchantc Walk c„ita Anchor Detail-MA-FL014"S ae,.... 17 A 1QLnL Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI006221-R3 Page 4 1955 Powis Road Certification Date: 09/23/2005 West Chicago, IL 60185 Expiration Date: 12/31/2010 RevisionDate: 12/18/2008 Product: Fiberglass Flush Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94 The "Notice of Product Certification" is only valid if the NAIII Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at wmy.Namicertifleation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). nationai Accreditation & Management institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA ¢06 Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S Glazed 3'0" x 8'0" +43/45 No CTLA-945w-1 Single Maximum Panel Size: 3'0" x 8'0" Anchor Dctail-MA-FL.0141-05 X O/S Glazed 3'0" x 8'0" +47/40 No CTLA-945w-1 Single Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0141.05 XX I/S Glazed 6'0" x 8'0" +43/45 No CTLA-945w-1 Double Maximum Panel Size: 3'0"x 8'0" Anchor Detail-MA-FL0141-05 XX O/S Glazed 610" x 8'0" +47/40 No CTLA-945w-1 Double Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLA141-05 XO/OX US Glazed Door 6'0" x 8'0" +43/45 Door -No CTLA-945w-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"x 8'0" AnchorDetail-MA-Ft-0141-05 XO/OX O/S Glazed Door 6'0" x 8'0" +47/40 Door -No . CTLA-945w-1 Single w/Sidelites Glazed Sidelite Sidelite-No. Maximum Panel Size: 3'0"x 8'0" Anchor Detait-MA-FL0141-05 OXO I/S Glazed Door 9'0" x 8'0" +43/-45 Door -No CTLA-9451V-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0"x 8'0" Anchor Detail-MA-FL0141-05 OXO O/S Glazed Door 910" x 8'0" +47/-40 Door -No CTLA-945w-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0141.05 OXXO I/S Glazed Doors 12'6" x 8'0" +43/-45 Doors-NoCOLA-945w-1 Double w/Sidelites Glazed' Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0" Anchor Dctail-MA-FL0141.05 OXXO O/S Glazed Doors 12'6" x 8'0" +47/-40 Doors -No Cr1 A -945w-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum panel Size: 3'0" z 8'0" Anchor retail-MA-FL014'1-05 nationai Accreditation & Management institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA ¢06 Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATURE: TAPCON C9nereie W Masonry Ope^t^9 SIZE WINDOW 10 Outside OFnensSor, 1�' Ulu. 12 18 1/8 x 25 Per,ETRAnoN _ Perimeter Caulk, _ _ .� . ._ _.. __ ... ..13._.. 8.1�et3.3/ 14 49 j ,- cavil 8etee ;18.8/8 x-,62: Flonge:onE Buck Cit<t,t ct•1'ii I t FASTENER LOCATIONS' 1. Shun` a`s required of each installation anchor as shown. OP35.1 TO D60 2. Anchor 'must. be -of a length to have 1 1/4.' penetration - t t A!!9L VA Y.t?Fn'•79 �...:.� r en Into mo'4pnry or concrete. - f 3. Caulk between window flange and buck. caulk--ful perInTeter -of- window: - _... _ ... _ 5.. .t v : Com. seta Ki , If exact indow size is not given, use anchor quantity for � � uN u13 ,i Ana next I&46 window in chort. -6. V Gloss thickness will vary with window size and design load, 7. Letter designations on the topcon location chart Indicate where 4 vza#d r3�i �y au„�; onchors'ore to be installed using the elevotfon as a key. B. All fact ny applied holes not designated for topcon a: v,. anchor should be filled with 8 screws. of sufficient length to provide 5/!'�” embedment into:wood buck. min. _. Puratd.c? tau U' Q }tc?e ..- 36 x 49 5/8 .. TAPCON C9nereie W Masonry Ope^t^9 SIZE WINDOW 10 Outside OFnensSor, 1�' Ulu. 12 18 1/8 x 25 Per,ETRAnoN _ Perimeter Caulk, _ _ .� . ._ _.. __ ... ..13._.. 8.1�et3.3/ 14 49 j ,- cavil 8etee ;18.8/8 x-,62: Flonge:onE Buck Cit<t,t ct•1'ii I t FASTENER LOCATIONS' UO TO OP3S OP35.1 TO D60 C. D C, 0 C 0 2. 1/24 49 5/8; C, 0 C. 0 C. 0 C. D 0.0 C, 0 25 -8y S:w: C 0' 23 1/2 i 37 3/8 C<0 C 0 2. 1/24 49 5/8; C:.p C G 25 1/2 x 62 -: G, O c, fl :.: 25:1/2 .x.71 1/4. C, D 36x 25 :- .x C 0 36 37 3/e F D C, 0 36 x 49 5/8 C, 0 C, 0 36 x 55 1/4 C. 0 0, C. D 36 -x 82 C D 8, C. 0 36 x 71 1/4 8, C, 0 8, C. 0 52 1/,8 x 25 C 0 C, D 52 1/8 x 37 3/8 C. 0 C, D 62 1/8 x 49 5/8 C. 0 B, C, 0 S2 1/8 x 55 1/4 8,.C, 0 B, C. 0 52 1/8 x 62 B. C, 0 0, C. D 51 1/8 x 71 1/4 B, C. D A. U. C. D 241/4 x 60 1/4 C. 0 C, 0 36 1/4 x 48 1/4 0.0 C, 0 361/4 x 60 1/4 C, 0 8, C, 0 48 1/4 x 60 1/4 B, C. B, C, 0 52 1/8 x 71 1/4 .D 8, C, D B, C, D 6th ;7, �- ° \" ° " B ,tr INSTALLATION INSTRUCTIONS, Cavil eelreen Flange and Pre-Cast-CastSJl ,•=p; iS tC "" &FASTENER SCHEDULE *'TAPCON' TYPE HARMED MASONRY SCREWS INCLUDE TAPCON. RAWL. & SIMPSON ........—'—.—'�: �/ f:'.n��t �w��-�--SINGLE-HUNG S:w: vfvc NONE 1 01 1 r�STi -x P ,We. !� Conerele or Masonry Opening _ TQF— Perimeter Caulk By other Pre—Cast SIA By Other Sill v Stool By Others o I.4 R 0 Caulk Between Flanpo end Pre—Cast Sill A 1. Shim as required of"each Installation anchor as shown, with load bearing shim. 2. Anchor must ,be of sufficient length to provide 1 1/4" min. embedment Into masonry or concrete. J. Caulk between window flange and buck. 4, Caulk full perimeter of window. 5. If exact window size is not given, use anchor quantity for next larger window in chart. 6. Gloss thickness will vary with window size and design load, and must comly with ASTM E1300. C�tIAIl.tLL71IDIDiWllllW1.. 7. Letter designations on the topcon location chart Indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for topcon' should be filled with. #8 screws of sufficient Ith. to provide 5/8` min, embedment into wood buck_ TAPCON LOCATION CHART CODE WINDOW ID FASfENM LOCATIONS Concrete or Masonry Opening SIZE . SIZE OP36 TO DP52 DP52,1 TO DP70.6 Outside Oknrnst.n rPENS RAV N 12 18 1/8 x 25 A. C A C Perimeter Caulk I 13 18 1/8 x 37 3/8 A C A, C 14 18 1/B x 49 5/8 A C A C Caulk Between 15 18 1/B x 62 A C A, B, C Flange and Buck 16 1B 1/8 x 71 1/4 A, C A, B, C a'a 1/232 25 1/2 x25 A,C A C 1/2 33 25 1/2 x 37 3/8 A C A. C 1/2 34 25 1/2 x 49 5/8 A C A, B, C 1 /2 35 25 1/2 x 62 A B, C A, B, C a n 1/2 36 25 1/2 x 71 1/4 A, B, C A B. C •e Jamb22 Mx25 AC A C 4 c 23 36 x 37 3/8 A C A. B. C q 24 36 x 49 5/8 A, B. C A B. C 245 38 x 55 1/4 A, B, C A, B. C A•O 25 36x62 A.B.0 A 8.0 c 26 38 x 71 1/4 A. B. C A, B, C. D 32 52 1/8 x 25 A, C A C {�"*'�•SHN N 52 1/0 x 37 3/a h C h t9, c BUCK d a a 34 52 1/8 x 49 5/8 A. B. C A, B. C 345 52 1/8 x 55 1/4 A B. C A B. C. D 35 52 1/0 x 62 A B, C A. B. C. D Topc.n 36 52 1/8 x 71 1/4 A 8, C, 0 A B, C, D, E Inside Dimension wood Buck By Other 0 D A Caulk Between Buck and Opening *"TAPCM* TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL, rk SIMPSON Design Pressure vakies listed ab.ve are In PGF INSTALLATION INSTRUCTIONS S.W. 1/15/02 & FASTENER SCHEDULE r>� We • v V ° af in ndg andPy Z o v , By others F Wood Huck by Others Q ,imet u k, Others Mtwe' flag t. d buck rx> _La] Head 1 44 Ac Fk"e Neo windaw Fwl.kr •� o � Glass O 31 as Required It e s Flange Type winder* Frame S11 Perimeter Caulk By other Pre—Cast SIA By Other Sill v Stool By Others o I.4 R 0 Caulk Between Flanpo end Pre—Cast Sill A 1. Shim as required of"each Installation anchor as shown, with load bearing shim. 2. Anchor must ,be of sufficient length to provide 1 1/4" min. embedment Into masonry or concrete. J. Caulk between window flange and buck. 4, Caulk full perimeter of window. 5. If exact window size is not given, use anchor quantity for next larger window in chart. 6. Gloss thickness will vary with window size and design load, and must comly with ASTM E1300. C�tIAIl.tLL71IDIDiWllllW1.. 7. Letter designations on the topcon location chart Indicate where anchors are to be installed using the elevation as a key. 8. All factory applied holes not designated for topcon' should be filled with. #8 screws of sufficient Ith. to provide 5/8` min, embedment into wood buck_ TAPCON LOCATION CHART CODE WINDOW ID FASfENM LOCATIONS Concrete or Masonry Opening SIZE . SIZE OP36 TO DP52 DP52,1 TO DP70.6 Outside Oknrnst.n rPENS RAV N 12 18 1/8 x 25 A. C A C Perimeter Caulk I 13 18 1/8 x 37 3/8 A C A, C 14 18 1/B x 49 5/8 A C A C Caulk Between 15 18 1/B x 62 A C A, B, C Flange and Buck 16 1B 1/8 x 71 1/4 A, C A, B, C a'a 1/232 25 1/2 x25 A,C A C 1/2 33 25 1/2 x 37 3/8 A C A. C 1/2 34 25 1/2 x 49 5/8 A C A, B, C 1 /2 35 25 1/2 x 62 A B, C A, B, C a n 1/2 36 25 1/2 x 71 1/4 A, B, C A B. C •e Jamb22 Mx25 AC A C 4 c 23 36 x 37 3/8 A C A. B. C q 24 36 x 49 5/8 A, B. C A B. C 245 38 x 55 1/4 A, B, C A, B. C A•O 25 36x62 A.B.0 A 8.0 c 26 38 x 71 1/4 A. B. C A, B, C. D 32 52 1/8 x 25 A, C A C {�"*'�•SHN N 52 1/0 x 37 3/a h C h t9, c BUCK d a a 34 52 1/8 x 49 5/8 A. B. C A, B. C 345 52 1/8 x 55 1/4 A B. C A B. C. D 35 52 1/0 x 62 A B, C A. B. C. D Topc.n 36 52 1/8 x 71 1/4 A 8, C, 0 A B, C, D, E Inside Dimension wood Buck By Other 0 D A Caulk Between Buck and Opening *"TAPCM* TYPE HARDENED MASONRY SCREWS INCLUDE TAPCON, RAWL, rk SIMPSON Design Pressure vakies listed ab.ve are In PGF INSTALLATION INSTRUCTIONS S.W. 1/15/02 & FASTENER SCHEDULE r>� We 740/744 SINGLE HUNG IIINST740 "0&M"M — - 2 12 REMOVE EXIST. EVE IN THIS AREA i2 I I i I t EXISTING I PROPOSED ! ------ ------i------------------------------------ PROPOSED NEW WINDOWS AND DOOR PROP. NORTH ELEVATION-REAR" l � Zb�lb y 1 /4tr_1.-0 n - r-- KA n Tr 3ltZ ojLMo¢Z� 30YR SHINGLE ROOFING ON 15# FFL77 r -NUN- CONC. WALL 8d @ 2" 0.C_ PROPOSED STRUCTURAL KNEE WALL -(2x4) MIS 1.,) r. EXIST. 8" C -M- WALL 0 ti 0 X, z w ,1. s . w E T 0 N A -A c N. T. S. Cad L:^,N �E PE � s7sa�t Permit No. Tax Folio No. NOTICE OF COMMENCEMENT hate of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I tall ra tt®n all If 11111 991 11 991 91 11111 111 111111111111 oil 1Illi MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07327 Pg 0487; tipg) CLERK'S # 2010010144 RECORDED 01/28/2010 10:27:0; AM RECORDING FEES 10.00 RECORDED BY T Smith Description of p Operty: (legal description of the property, and street address if available) _ S, "'i , FL 9.7,.,.7 7 3 2c - G 2-o G Z)V Ep e -,-oar S1 2. General description of improvement: 3. Owner information: Name: u-f-tt s t` Vk G � o Ste, � rr S �5' e v ��Addrcss: rfiterest in property: ` u-'tc c. Name and address of fee simple titleholder (if other than owner): Name: _ - Address: 4. Contractor Name:__z 1 Phone number:: 9`FRTIFIED c. Address: _ _ E 5. Surety Name__ rtroK F CIRCUIT COURT Address: — — OpU", F' b. Amount of bond: $ 6. Lender: Name: --- -- --- cLER' Address: _ b. Lender's phone number: n j� l 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents may {}fie Fe -rive as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: _ 8.a. in addition to himself or herself, Owner designates Ofliacr suO`-5 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: a, / Gd 'z 3 9. Expiration date of notice of commencement (the expiration date is 1. year from the date of recording unless a different date is specified) — 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 I, 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.,, Signature of Owner or Owner's A lhorized Officer/ The foregoing instrument was acknowledges authority, .. , e.g. officer, trustee, attorneys Signature 'of Notary Public Personally Known _ _ OR Produc4i ltlr /Manager Signatory's Title/Office �z day of (year) , by (name of person) as (type of iiOWnaN artv on behalf of whom instrument was executed) . Verification pursuant to Section 92.525, FloridVrtry the facts stated in it are true to the best of my know Signature of Natural Person Signing Above Rev. date 3/2004 Type of Identification Produced _ __— ,k er penalties of perjury, I declare that I have read the foregoing and that and belief r- 273 M IFORD r CITY OF SANFORD FEB 2 NibILDING & FIRE PREVENTION PERMIT APPLICATION \1 os,tuApPlicationNo: Documenhon.Vaiue: $ r Job Address: K-) Historic District: Yes ❑ No 0— Parcel ID• De cription of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Zoning: l Z-1,1 A i. Title: Fax: E-mail: Property Owner Information Phone: Resident of property? : Contractor Information Named �Lr/� a Phone: Zi-,, % 3 2 Street: G,/ /�O�',d moi` Fax: City, State Zip: 0� L" State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit ❑ Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service – No. of AMPS: Mechanical ❑ (Duct layout required for new systems) 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. 21221/G Signature of Owner/Agent Date Signat}yre 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 's of Notary tate of Florida Date JO ANN M. JOHNSON *# MY COMMISSION # DD 761978 r4","",e EXPIRES: March 23,2012 Ntlded Thtu Budget Notary SeMm Contractor/Agent is Personally Knowq to Me or Produced ID -- Type of ID %—f, `— UTILITIES: WASTE WATER: BUILDING: JONES ELECTRIC 689 W. OXFORD DR. DELTONA, FL 32725 (386) 574-0377 PROPOSAL Ciiri/L�® PROPOSAL SUBMITTED TO STREET JOB NAME 6-90 s4alf,* CITY, STATE AND ZIP CODE JOB LOCATION S /9--_ fC/`/) 7c - WE c WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATES FOR: lei '11) L 16/10 1 ' Z" v WE PROPOSE HEREBY TO FURNISH MATERIAL AND LABOR -COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS, FOR THE SUM OF dollars($. PAYMENT TO BE MADE AS FOLLOWS: NOTICE TO OWNER UNDER THE MECHANICS' LIEN LAW, ANY CONTRACTOR, SUBCONTRACTOR, LABORER, MATERIALMAN OR OTHER PERSON WHO HELPS TO IMPROVE YOUR PROPERTY AND IS NOT PAID FOR HIS LABOR, SERVICES OR MATERIAL, HAS A RIGHT TO ENFORCE HIS CLAIM AGAINST YOUR PROPERTY. UNDER THE LAW, YOU MAY PROTECT YURSELF AGAINST SUCH CLAIMS BY FILING, BEFORE COMMENCING SUCH WORK OF IMPROVEMENT, AND ORIGINAL CONTRACT FOR THE WORK OF IMPROVEMENT OF A MODIFICATION THEREOF, IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY WHERE THE PROPERTY IS SITUATED AND REQUIRING THAT A CONTRACTOR'S PAYMENT BOND BE RECORDED IN SUCH OFFICE. SAID BOND SHALL BE IN AN AMOUNT NOT LESS THAN FIFTY PERCENT(50%) OF THE CONTRACT PRICE AND SHALL, IN ADDITION TO ANY CONDITIONS FOR THE PERFORMANCE OF THE CONTRACT, BE CONDITONED FOR THE PAYMENT IN FULL OF THE CLAIMS OF ALL PERSONS FURNISHING LABOR, SERVICES, EQUIPMENT OR MAT IALS FOR THE WORK DESCRIBED IN SAID CONTRACT. AUTHORIZED SIGNATURE NOTE THIS PROPOSAL MAY WITHDRAWN BY US IF NOT ACCEPTE ITHI 5,�? ? 116/ DAYS ACCEPTANCE OF PROPOSAL -THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY SIGNATURE AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED PAYMENT WILL BE MADE AS OUTLINED ABOVE. DATE OF ACCEPTANCE SIGNATURE/,4i,/;X111 J// City of Sanford p,� uild�rng & Fire Prevention Division OF JAN ZdO Response to Comments Plans Examiner ❑ Michael Christensen y� 11Richard Denman Application #: i (/ '-`4 Submittal Date: Project Address: Contact Person: Zi✓ILG Contact Phone #: -321 Y City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: December 16, 2009 Contact Person: David Sweet Contact Phone Number: 407-221-5168 Contact Fax Number: 3t)5- a9 p Contact E-mail Address: ddbsweet@earthlink.net Permit Application Number: 10-414 Project Description: Addition Job Address: 620 Sarita St. The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the construction documents and Permit Application can be processed. Changes to construction documents shall be submitted on the same size format as the original submittal. Changes to construction documents that require a Florida Licensed Design Professional's seal and signature must be submitted with the appropriate seal and signature. STRUCTURAL S-1 Indicate the roof pitch on the plans, submit two revised plan pages that are signed and sealed by the Engineer of Record. S-2 There is a conflict between the insulation indicated on the plans and the insulation indicated on the Energy Efficiency document. Bear in mind that the space at the rafters is only 7 '/ inch. Please correct the conflict and resubmit three (3) correct Electrical Energy Efficiency documents for this project. m nnrrP -3 '��e—�re�die�e-fie �-eef�}ash Prev}dg 11��-eg—r3•�ntgc1—�.=,.r. �« plan page. o:ss:::alai e��'�s::=p..�oa..+ S-4 Provide two (2) sets of Florida Product Approval documentation and two (2) sets of the manufacturer's installation instructions for the windows to be installed. Any error or omission in this construction document 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 Richard Denman at (407) 688-5150. You may also contact me by e-mail at "richard.denman(a)sanfordfl. ov ". Respectively, efia4d S. Daunaa Building Inspector / Plans Examiner