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Home My WebLink About1831 Merthie DrI 4,,e,,ZA 00 i In" ,-\a �' FEB g 1 2012 CITY OF SANFORD BUILDING & FIRE PREVENTION #� BY:_.. � PERMIT APPLICATION Application No: I �-�l S# BY:_ Construction Value: $ 21 20y Job Address: 931 I✓'h e/441 l l ly1 ✓e Historic District: Yes ❑ No ❑ Parcel ID: A(e Zoning: Description of Work: -&cf' U* 1,1h) a Plan Review Contact Person: Title: Phone: Fax: E-mail: (�I ` / ' "JQ�j Property Owner Information J 7 Name �lQ ` �/r+� Phone: J Z 2-3(o 2 Street: Resident of property? K-5 City, State Zip: .S&I 61d f—L ,72 7'7 / Contractor Information Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: _ E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical O New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing 1Y... •' New Construction - No. of Fixtures: 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. Z 21 /Z Sig a of wner/Agent Date Signature of Contractor/Agent Date — (�OANP* 4 2 Print Ow /Agents Name Signature of Notary -State of Florida Date Owner/Agent is Produced ID or Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZC3ING: �i il�r UTILITIES: WASTE WATER: d 5 ENGdN�� :�' FIRE: BUILDING:, ZS G COMMENTS: t J. Rev 11.08 �A Property P)e,�A, l D// ✓i✓ I, J kfA 01 (P N J /� , 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 Form of A violation of this exel not exceeding 1 yeah permitting jurisdictiol for unlicensed activity the permit issued. Rev. 9.14.2009 M Date p'>:•'' 1 (IVIo'be Photo ID) ipta efneanor of the first degree punishable by a term of imprisonment knd 6,p $ >] 0 fine in addition to any civil penalties. In addition, the local sh� +A $d 'Anal approval, revoke the permit, or pursue any action or remedy i 04j9'�Vner and any person performing work that requires licensure under 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. SI am of aware of construction practices and I have access 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 Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.mygorida.com/dbpLpro/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 S) listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the 55 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 P)e,�A, l D// ✓i✓ I, J kfA 01 (P N J /� , 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 Form of A violation of this exel not exceeding 1 yeah permitting jurisdictiol for unlicensed activity the permit issued. Rev. 9.14.2009 M Date p'>:•'' 1 (IVIo'be Photo ID) ipta efneanor of the first degree punishable by a term of imprisonment knd 6,p $ >] 0 fine in addition to any civil penalties. In addition, the local sh� +A $d 'Anal approval, revoke the permit, or pursue any action or remedy i 04j9'�Vner and any person performing work that requires licensure under OWNER BUILDER STATEMENT/AFFIDAVIT 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 5/ 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. SI understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 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 C 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 for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 SCPA Parcel View: 35-19-30-526-0000-0040 Darvte ,Jorr,00n.CS:A' Parcel: 35-19-30-526-0000-0040 vAu�P� Owner: SMITH STEPHANIE N /"u8 �S� Property Address: 1831 MERTNIE DR SANFORD, FL 32771 SEMwOLC OOUrJTr, FLOFUD^ < Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel, 35.19.30.526-0000.0040 1 Value Summary Property Address: 1831 MERTNIE DR Owner. SMITH STEPHANIE N Mailing: 1831 MERTNIE DR SANFORD, FL 32771 Subdivision Name: FOGLIA PARK Tax District: SI-SANFORD Exemptions: 00 -HOMESTEAD (201 1) DOR Use Code: O1 -SINGLE FAMILY ap I I Aerial Both I I Footprint ; - I I Extents I Center Larger Map I I Dual Map View - External Tax Amount without SOH. $585 2011 Tax Bill Amount $585 Tax Estimator Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Tax Details Number of Buildings 1 1 Depreciated 549,246 $51,461 Bldg Value Assessment Value Exempt Values 559,064 534,064 SS9.064 S2S,000 SS9.064 534,064 559,064 $34,064 559,064 $34,064 Taxable Value $25,000 534,064 $25,000 525,000 525.000 Depreciated EXFT Value Land Value $9.818 59.818 (Market) Land Value Ag Just/Market $59.064 561,279 V lane" Amount 5108,400 5280,000 Vac/Imp Improved Vacant Portability Adj Find Comparable Sales within this Subdivision Save Our Homes SO SO Adj Land Amendment 1 Adj Assessed Valuel $59,064 $61,279 Tax Amount without SOH. $585 2011 Tax Bill Amount $585 Tax Estimator Save Our Homes Savings: s0 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 4 FOGLIA PARK PB 67 PG 95 Tax Details Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Assessment Value Exempt Values 559,064 534,064 SS9.064 S2S,000 SS9.064 534,064 559,064 $34,064 559,064 $34,064 Taxable Value $25,000 534,064 $25,000 525,000 525.000 Sales Deed Date Book WARRANTY DEED 06/2010 07403 WARRANTY DEED 02/2006 06129 Page jm 0578 Amount 5108,400 5280,000 Vac/Imp Improved Vacant Qualified Yes No Find Comparable Sales within this Subdivision Land Method Frontage FRONT FOOT b DEPTH SS Depth 107 Units Unit Price 210.00 Land Value $9,818 Building Information l! Description Year Fixtures Base Total SF Heated Ext Wall Adj Repl Built Area SF Value Value 1 SINGLE 2010 5 1,050.00 1,477.00 1,050.00 CB/STUCCO $49,246 $49,743 FAMILY FINISH Appendages Page 1 of 2 http://www.scpafl.org[Parce]Details.aspx?PID=35-19-30-526-0000-0040 2/21/2012 , X, r rare Lot 4, FOGLIA PARR, according to the plot thereof as recorded in Plat Book 67, Page(s) 95, of the Public Records of Seminole County, FL. Community number: 120294 Panel: 0070 Suffer: F F.I.R.M. Date. 9/28/2007 Flood Zone. X Date of field work: 6/15/2010 Completion Date: 6/15/2010 Certified to: Stephanie N. Smith: Title America of Central Florida, Inc.: Chicago Title Insurance Company; Habitat for Humanity in Seminole County, Florida, Inc. o Florida Non -Profit Corp., its' successors and/or assigns. FD Nota LD 5777 SCALE.' 1"=30' PEn PUT LOT 9 SOUTH 55.00'(P) LOT 8 S0010255 E 5101- ) LB 377 ^ 7VE 1v � Se937'31'w. L pae77N) NORM /75.00(P) 3)1N35111Y iW—.—_—.— �� 12 FLOOD ZONE DETERMINATIONS 2. The lands shown Mason were rot -0- Wood Fence W M I LOT 4 Not to Sala s a m � ��Is I i O R OBroml Records e Iii ® Cowed Arca ORB Official Records Boots F.M. Found Ned le Boormp Reference PC PPem ronenl Control Pam �al� tea- L• Chord n g Zrian era Relarahca Manmmil M Feld Measured o g Ike o 0 0 o CL Clear r..r LOT 10 7VEFw OSOVN 5707 SOUM 57.00'(0) 147E PER— FINE "wx P9 3• AND 37 FD N&O LO am M7f to SasA A� nar�g $goo n f 1/7' I I Ile T. LNU 1. Lspsl description Provded by others 12 FLOOD ZONE DETERMINATIONS 2. The lands shown Mason were rot -0- Wood Fence W M Water Maar LOT 4 Not to Sala f Wit Fame a m � Tarophahe Fabtibas O R OBroml Records C LA. Chan Unk Fame ® Cowed Arca ORB Official Records Boots F.M. Found Ned le Boormp Reference PC PPem ronenl Control Pam CONICConcrete tea- L• Chord n g Zrian era Relarahca Manmmil M Feld Measured o g O g^ 73x33 0 A/C Pape CL Clear AIC Au Caidwonehp LOT 3 ONE STAP7 ENCR Encro is hmonl LOT 5 3 3 Q hNr'1 M1 O O c 1x0' Rf9OLNCE C. Calculated + Plat Book p m Coae 2ZZZ vat Po B. of Bnmp Pam egm R Newly Line Q Cordial AngforDafle PO C Pant at Commoncstlans C.M Concrete Monnrom D B Deed Book PO L Flom on Line FIR. Found non Rod D Descrotarl or Deed P.C. d ase F I P Found hon Pop D H OM Ham PR,C. Pam or Rerome Curvotwe RIW RVU or Way 7.32' D."w P.T. Pont or To go Cy � = e EasomMrl R. RadNs (Radial) Drainage E Dramge Ease hand EL , in ROE. Roel Owmonp East arnald U E. Utility Easemonl F.F.FWshed NAPM 17500'(P) •_ Sur Iran Rod a Cap FO Found FC 'A Found Conorala Manmm�l 175 Z7 (M) Sidewalk P PlotFPI(. Found ParkenKaion Nal T.O.B Ne93r251G FD x CUr•!O X CUf 1.s L NORM 5700'(P) TY P. Typical PP Power Palo WALK • a7AV w N.0075'1e11 se.a5'ry) witness Corner FTP1/7 L.A.E. • • : ' • 3'CYWC_WALK ,e E.mlkhp Elevation rut . x.• moor CORNER Und Bleak Nor to Scale N.00V4'20"E. 5,%15'(M) Edge of water Ce Chad Boannp OLOCIC CORNER Manhole PCC NORTH 5100(P) FCC Fours Cross Cot O Found _ Pant or Intersection MER THIS DRIVE OHL Owraeod Lhhss T B M Tempomry Bench Mark _ — 50' R/W (IMPROVED) Property Address: PERSIMMON AVENUE(P) 1831 Merthie Drive Sanford, FL 32771 Survey number. SL 110897 Ile T. LNU 1. Lspsl description Provded by others 12 FLOOD ZONE DETERMINATIONS 2. The lands shown Mason were rot -0- Wood Fence W M Water Maar NTS Not to Sala f Wit Fame TEL. Tarophahe Fabtibas O R OBroml Records C LA. Chan Unk Fame ® Cowed Arca ORB Official Records Boots F.M. Found Ned B.R. Boormp Reference PC PPem ronenl Control Pam CONICConcrete CH Chord PR M, Zrian era Relarahca Manmmil M Feld Measured RAD Redtal PG Pape CL Clear AIC Au Caidwonehp PVMT Prevenient ENCR Encro is hmonl B.M. Bench Mara E O P Edge of PeWnienl IL Canterane C. Calculated P.B. Plat Book p m Coae 2ZZZ Block was Po B. of Bnmp Pam egm R Newly Line Q Cordial AngforDafle PO C Pant at Commoncstlans C.M Concrete Monnrom D B Deed Book PO L Flom on Line FIR. Found non Rod D Descrotarl or Deed P.C. Pant or Curwkae F I P Found hon Pop D H OM Ham PR,C. Pam or Rerome Curvotwe RIW RVU or Way DAN D."w P.T. Pont or To go Cy Nass Had a DiskESMT Low Footfall EasomMrl R. RadNs (Radial) Drainage E Dramge Ease hand EL Emwlan ROE. Roel Owmonp East arnald U E. Utility Easemonl F.F.FWshed Foto S I.R Sur Iran Rod a Cap FO Found FC 'A Found Conorala Manmm�l SOW Sidewalk P PlotFPI(. Found ParkenKaion Nal T.O.B Top at Bank O H U o"'hoed UMUcs L Length TY P. Typical PP Power Palo L B Licensed Business W.C. witness Corner IN Tan flormen L.A.E. Landed Access EaOmerif 7005 E.mlkhp Elevation CAN Cable Riser -9.— Und Bleak Nor to Scale E O W Edge of water Ce Chad Boannp M H. Manhole PCC Pant of Cents d Clew FCC Fours Cross Cot O Found PI Pant or Intersection F Red OHL Owraeod Lhhss T B M Tempomry Bench Mark I, LN V, KA1, INV ILN 1. Lspsl description Provded by others 12 FLOOD ZONE DETERMINATIONS 2. The lands shown Mason were rot ARE PROVIDED AS A COURTESY abstracted IN eoaemMm or other recorded ONLY. AND ARE DERIVED FROM enanarancea rot shown on the Plat THE BEST SOURCES AVAILABLE TO 3 UndeMmunp portions, of Wallnp , T/JE SURVEYOR. THIS INFORMATION 10Ur10sU0rq at other hnprwemonts ware SHOULD Nor BE RELIED UPON FOR not totaled. FLOOD INSURANCE PURPOSES. AND e Wap iron ara to the lace of elle wall MAY DIFFER FROM INFORMATION S. Only v1sibfe encroachments located PROVIDED BY OTHERS. 6 No identification found on Property owners 13 Sophe lank andiw dminheid Iotdllona aro unlessnoted. spprwlrrlate and MUST by wnaed by 7. Dimensons Blom ala ptu and r assured approprmle wday location corrlpan es. unless othamse noted. 1e Overkill bow shown par Plat onla0 B Elmsons it shown are based Upon opmnwsa sawn. "0 V D 1029 unim otherwise noted. o 15 Survey *Ar roar ce only lnlaaspined 9. Adlpnap lore Ere wsan the Orae block. sed K s fired Lord hnNse wherwW ng". to. This is s BOUNDARY SURVEY wants . A fine a not r rat Othenriae oganAse noted. n ed 11 Not wall unless waled vera the slpni% 17. ort 1 best Idwato an surveyors onibossod seal. at r hsretiy terW ever wh ewvnsa rare r�dmren reorree Irom . eprr r an ernm 1 LB 7132 P RaiPl1 SMerdlpH ea L1 Tila.ep-N11 Low Footfall s.hbW Sur rale. oe 1La0p Na 63W W W V Ida, 4 w L i a d Q m W 7 cc O Q d' W = O Z H V REVISION AUG 2012 PERMIT # _ a - �J / �- DATE D /, PROJECT ADDRESS�- CONTRACTOR PHONE # FAX # CONTACT PERSON DESCRIPTION OF REVISION UTILITY DEPT FIRE PREVENTION PLANNING BUILDING PERMIT # RC Engineering, LLC fCEn in e e r in • Residential, Commercial, Multi -Family& Renewable Energy Consulting Engineering CtAugust 1, 2012 F�` O City of Sanford Building Department Re: Carport Enclosure, Smith Residence, 1831 Merthie Drive, Sanford, FL Block to Wood Post Connection Please accept this letter as clarification on connection requirement from concrete block to existing wood post. Install 'Y2"x10" long Lag Screw horizontally to tie CMU wall to wood post per figure 1. Ensure minimum 3" embedment in wood post. 1 #5 VERT. REINF. — C.M.U. O EXIST. P.T. POST 1/2" LAG SCREW 0 BOTTOM, TOP AND MID COURSE FRAME TO BLOCK CONNECTION N. T. S. %SO4,•.. Please do of hest cf Ift should you have any questions. Resp tfully, E O d • y O _ Cas llo� FL Lice a 59 5 F�,OQ;.•' '1'#%FESS%0 0'1 RC Engineering, LLC 2381 Crest Ridge Crt, Sanford, FL 32771 407-474-9181 FAX 407-328-5397 )*i- PERMIT # /J'- - 9 I ;L - REVISION DATE -'. ,• v AUG Z 02011 PROJECT ADDRESS /S,3/ iner`fh /�e.. CONTRACTOR PHONE #,5 FAX # CONTACT PERSON DESCRIPTION OF REVISION w i n44 QjA) 4 q /% L W ruv% w i 4� 61� 4i�f i��-rt.c� --owe`s Q,l So poL Jrl% e- ledt ecAAA-1 O M i S+yLk UTILITY DEPT FIRE PREVENTION PLANNING 17 BUILDING 4/// �rL �rL Florida Department of Business & Professional Regulation Page I of OBuilding Codes and Standards 61,72012 Product Approval Application Detail :FLaruu-R6 Code Approved for Use Entity or Date Date Date Pendina Daft Iype Version Manufacture r Contact Enalneer & License Validated By Validated Submitted FOC Approval Approved status Affirmation 2010 Steve Schreiber National Accreditation & National Accreditation d 02/06/2012 02106/2012 02/13QO12 Approved goy (615) 441.4258 Management Institute, Management Institute, Subca o wmgrng xterior Door Assemblies sschreiber@masonde.co 04/30/2015 (804) 684-5124 Compliance Method: Certification Mark or Listing m +70.0/-70.0 2 FLN43344M Products 8'4dquot. Opaque I/S and O/S Single Door 04/30/2015 Quality Assurance Approved for Use Approved for Use Impacl i n S-0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVH Resistant Pressure 1 Fiberglass Side -hinged Door Units - Impact Rated 6'-8dquol; Opaque VS and O/S Single Door 04/30/2015 Yes Yes Yes +70.0/-70.0 2 Fiberglass Side -hinged Door Units - Impact Rated 8'4dquot. Opaque I/S and O/S Single Door 04/30/2015 Yes Yes Yes +70.0/-70.0 3 Fiberglass Side -hinged Door Units - Impact Rated 8'-Nquot; Opaque O/S Door w/ or w/o Sidelites 04130/2015 Yes Yes Yes +5501-50.5 4 Fiberglass Side -hinged Door Units - Impact Rated 8'-Uquot; Opaque VS Door w/ or w/o Sidelites 04/30/2015 Yes Yes Yes +50.51-50.5 5 Fiberglass Side -hinged Door Units - Impact Rated 6-8&quot, Opaque O/S Door w/ or w/o Sidelites 04/30/2015 Yes Yes Yes +5501-50.5 6 Fiberglass Side -hinged Door Units - Impact Rated 6'-86quot; Opaque IIS Door wl or w/o Sidelites 04/30/2015 Yes Yes Yes +50.5/-50.5 Fiberglass Side -hinged Door Units - Impact Rated 8'-06quot; Glazed US and O/S Door w/ or w/o 04/30/2015 Yes Yes Yes +50.0/-50.0 Sidelites 8 Fiberglass Side -hinged Door Units - Impact Rated 6-83quot, Glazed VS and O/S Door w/ or w/o 04/30/2015 Yes Yes Yes +60.01-60.0 - Sidelites iFL86g04R5 Code Entity o Date Date Date Pending Date T Version Manufacturer Contact Engineer d License Validated By Validated Submitted FSC Approval Approved Status Revision 2010 Masonite International Steve Schreiber National Accreditation d National Aou"tation 6 03118/2012 10/12/2011 0312612012 Approved Category: Exterior Doors ly; ' (615) 441-4258 Management Institute. Management Institute. Subcategory: Swinging Exterior Door Assemblies sschreiber®masonite.co (MM) 6845124 Compliance Method: Certification Mark or Lis g in FL#4904.Rs Products V _ J Quality Assurance Approved for Use Approved for Use Impact Design Sea 0 Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Wood -edge Steel Side -Hinged Door Units 6'-86quot; Opaque I/S and O/S Single Door 12/31/2014 Yes Yes Yes +76.01-760 2 Wood -edge Steel Side -Hinged Door Units 8'-Uquot; Opaque IIS and O/S Single Door 12/31/2014 Yes Yes Yes +70.0470.0 3 Wood -edge Steel Side -Hinged Door Units V-8dquot; Opaque VS and O/S Door w/ or w/o 12/31/2014 Yes Yes Yes +550(-550 Sidelftes 4 Wood -edge Steel Side -Hinged Door Units V-O&quol; Opaque VS Door wl or w/o Sidelites 12/31/2014 Yes Yes Yes +4501-500 5 Wood -edge Steel Side -Hinged Door Units V-03quol; Opaque O/S w/ or w/o Sidelites 12/3112014 Yes Yes Yes +50.0/-45.0 6 Wood -edge Steel Side -Hinged Door Units 6-83quoY Glazed VS and O/S Door w/ or w/o 12/31/2014 Yes Yes No +50.51.50.5 Sidelites 7 Wood -edge Steel Side -Hinged Door Units 8'S3quot; Glazed VS Door w/ or w/o Sidelites 12/31/2014 Yes Yes No +40.0/45.0 8 Wood -edge Steel Side -Hinged Door Units 8'.O&quot, Glazed O/S Door w/ or w/o Sidelites 12/31/2014 Yes Yes No +450/-40.0 W • 11 fr GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE MTI THESE DRAIYJlCS. SPECIFIED MOM WED TO BASE MATERIAL SMALL BE BEYOND WNL FINISH OR SWCCO. 2 OPEPIMM BLKJONG 3 BUCIONG FASTENERS MUST BE PROPERLY DESIGNED ! INSTALLED TO TRANSFER WIND LOADS TO THE STWICTLI E. S. • THESE MOM-OIPACT RATED WINDOW SYM INSTALLATIONS ARE IN ACCORDANCE WITH MA MEET THE ROMMENTS OF THE ROMA BURDING CODE (FOC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BIUS OR WOOD FRAYING SMALL BE CAPABLE OF RESIMNIC. CORROSION CAUSED BY DE PRESSURE TREATING CHEMICALS IN THE MOOD. & MAIERAl3. INCLUDING BUT NOT LIMITED TO STEEL SCREWS. TNT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REOUREMENTS OF FLORIDA BURRING CODE CHAPTER 20. • & TO THE BEST OF OUR IONOWIEDGE THE WINDOWS SHCMW HEREIN ARE CERTIFIED A OwuTY ASSVED BY A FLORIDA STATE APPROJED WITIFICATION/OA ENTITY &SHALL E LABELED IN ACCORDANCE WITH THE FEC AND THE 90-72 FLORIDA BLINDING COLtl6590N SPECIFICATIONS. WINDOW ASSEMBLY b NOT PART OF THIS DRAWING AND SHALL E IN ACCORDANCE WITH INE MANUFACTURERS OUAIIIY ASSURANCE SPECIFICATIONS A TESIING REPORTS. 7. CERTIFICATION OF THESE WINDOW IISM"TIONS SHVl E CONSIDERED VOID IF ANY OF THE FOLLMING APPLY: 1) THEY ARE INSTALLED WITHOUT A BUDDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) IF THEY ARE INSTALLED BY ANYONE OTHER THAN A UCFASED CONTRACTOR DIPERIENCED WITH WINDOW INSTALLATIONS. 1) IF CHANGE MAK OCCIIRED TO THE PRODUCES CO F1CAMON EPMS COMFICATE THAT CAUSE THESE INSTALLATIONS M E INCOIERECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. B. THE LEAST DESIDII PRESSURE SPECIFIED EITHER IN THIS DRANING OR IN THE P.9000CTS CERNW'ATDN SMALL CONTROL FOR THE INSTALLED WINDOW. 9. THESE OUAWWOS CERTIFY THE WINDDW W ALLAIbN GALT. WATER PROOFING O' THE INSiALLP W,NOOWS IS N07 PART OF THIS 16TALLATO.N CERTIFICATION. THAT RESPONSIBILITY SMALL BE THAT OF THE MAWFACTURER &/OR INSTALLER. INSTALLATION EVALUATION 5 BASED ON APPLICABLE M1010R STM'DARo6 AND/OR WINDOW FRAME SIZE (IN.) INFORMATION 3 RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BLILWNG 36' X 62' CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME 36' X 90' OF THE EVAWATION. IN THE EVENT OF -ME VERSION CMAM=/UPDATES OR IN 52 1 8' X 73' THE COW THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE RffERENCED 54' X 90' PRODUCT. PRIOR TO SKIING OWE COMPLIANCE MIN THE STA, -E, THE MANUFACTURER SMALL C06RM WITH THE INSTALLATION EVALLA710H ENCINEER OF REOM THAT THE LVSTALIATI MS SPECIFIED NESE-IN ARE CIRRENENI WIN THE THEN CWQENT TESTING. . CDDE AND APPLICABLE STANDARDS. ALTERNATE ANCHOR/SUBSTRATE EVALUATION -NOTE ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. FRAME ANCHOR REQUIREMENTS TABLE OPENINGTYPE FRAME TO OPENING FASTENER MINIMUM MINIMUM (SUBSTRATE) I TYPE EMBED EDGE DIST. (I) FRAME SCREWS MIN. 20 WOOD FRAME OR BUCK (MIN. GR. 3 h G=0.55) N0. 10 SMS OR W000 SCREW 1 1/4' 3/4' MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 1/8' THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN. 1/8' THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' C-90 CMU/2500 PSI CONCRETE (2) 1/4- CONCRETE SCREW 1 1/4' 2' (1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW (2)CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, HILit KWIK-CON 11 OR POWERS RAWL TAPPER (HARDENED STEEL OR S.S.). 6' MAX. 3 � O � ow z 3= W N U) LA �z 0 =!j THESE 2 ANCHORS ARE NOT a` = REO'D WHEN N WINDOW W FRAME WIDTH w IS 36' OR o a LESS (TYP. EACH SIDE) NO ANCHORS AT SILL FOR MAX. FRAME WIDTH. -SEE WINDOW PRESSURE TABLE ON THIS SHEEP 16'MAX. A 6' 0. C. 'I �2 J MAX. 6' T r MAX. 16' MAX. FRAME SCREWS WHERE I O.C. SHOWN. SEE 'FRAME ANCHOR REOUIREMENTS TABLE' ON THIS SHEET FOR REQUIREMENTS. N 16' MAX. D.C. I4- r 4' 9' OPPOSITE I C 2 SOIIMt i 16' MAX. D.C. I 6' EXTERIOR ELEVATION: MAX. SCALE: 3/4' - V-0_ ALLOWABLE DESIGN PRESSURE WINDOW FRAME SIZE (IN.) ALLOWABLE PRESSURE (PSF) 36' X 62' 55 36' X 90' S0 52 1 8' X 73' 50 54' X 90' 30 y� B I or 2 A SEALANT BY OTHERSSUB STRTWE ""'N""ATE BY OTHERS PER SUBSTRATE BY OTHERS PER *FRAME ANCH OR BEHIND FLANGE ANCHOR REQUIREMENTS TABLE' REQUIREMENTS TABLE'-:. EXTERIOR FRAME ANCHOR PER I ELEVATION SEALANT BY OTHERS BEHIND FLANGE —FRAME ANCHOR PER ELEVATION* EXTERIOR I SEALANT BY OTHERS SECTION SCALE: 1/2 FULL 3/80 MAX. SHIM AT SEALANT BY EACH ANCHOR OTHERS c: 1/4- MAX. SHIM AS REO -D SEALANT BY TO SUPPORT WINDOW SILL OTHERS 3 CONTINUOUS BEADS OF CONSTRUCTION/STRUCTURAL ADHESIVE ..SUBSTRATE SECTION SEALANT BY OTHERS BY OTHERS PER *FRAME p BEHIND FLANGE ANCHOR REQUIREMENTS TABLE' SCALE: 1/2 FULL 2 SECTION FULL`iril) SCALE: 1/2 FULL` kL./ 3/8- MAX. SHIM FRAME WIDTH - AT EACH ANCHOR SUBSTRATE BY OTHERS PER *FRAME ANCH OR REQUIREMENTS TABLE'-:. FRAME ANCHOR PER ELEVATION SEALANT BY OTHERS BEHIND FLANGE EXTERIOR I SEALANT BY OTHERS SECTION SCALE: 1/2 FULL CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK TO BE MIN. 3 1/2- DEEP. NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SEALANT BY OTHERS.---_-- BEHIND--FLANGE•- --- - - ...-SUBSTRATE. 9Y..OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE* OTHERS.. THAN AL SEALANT BY OTHERS EXTERIOR FRAME SCREW PER ELEVATIONS � 10R & "FRAME ANCHOR REQUIREMENTS TABLE' OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) z (L 0 0AW04'"o.. 1414 rc SKM m 2 - 2 ZINE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" OUB E D WITH / WITHOUT SIDELITES GENERAL NOTE$ 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REOUIRED ON OPAQUE PANELS. BUT IS REOUIRED ON GLAZED SIDEUTES. 3. IN THE HvHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITI1 SECTION 2220 Of THE FDC. •. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. S. PLASTICS TESTING OF LITE FRAME MATERIAL: — nrcroionrw nrci--. oMIut SELF IGNITION TEMP ASTM D1929 710 'f > 650 'F RATE Of BURNING ASTM DM 0.77 IN" N IN SMOKE DENSITY ASTM D2843 13.41[ TENSILE STRENGTH' ASTM 0638 1 7 50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149' MAX. OYMU FRAME WIDTH 21' MAX 36.375' MAX. D.L.O. PANEL WIDTH 37 5' MAX W/ASTRAGAL FRAME WIDTH 00 0® 00 x Y �Ci .00 KURT BALTHAZOR 00:00 D"w4c 010• �o 00, /56533 00 DOLIBLF ODOR UNIT TABLE OF CONTENTS SHEET 17 DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149' MAX. OYMU FRAME WIDTH 21' MAX 36.375' MAX. D.L.O. PANEL WIDTH 37 5' MAX W/ASTRAGAL FRAME WIDTH =wr N.i S. ® ® ® 13 x Y �Ci " f. KURT BALTHAZOR D"w4c 010• �o DWG-w-FLO:21 /56533 SIf,L'1 1 or DOUBLE DOOR UNIT W/SIDELITES 00 0® 00 00 .00 00 Li 00� 1 Lill00 a0' SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDFLITE WITH SIOELD£ Pdk"IDNo Cab3lfiR Nrr o a l DO /B F DOOR UNIT W/SID- ITES CL: 0 T0 0 � J Z 30 W a Q 2 U W U") C W 3 47 i & 7' =wr N.i S. DWG. Eft. SW! " f. KURT BALTHAZOR D"w4c 010• FLORIDA PC. DWG-w-FLO:21 /56533 SIf,L'1 1 or 3' SEE DETAII V 3' 'F' 0 a SEE o •D - JJ Q J 0 W D: O �iA #8 x 2-1/2" #10 x 2" #8 x 2-1/2" f10 x 5/8" #8 x 2-1/2" #10 x 1" 0 #10 x 5/8" /j 10 x 314- #10 x 2" DETAIL "E" ASTRAGAL FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME DETAIL "C" AS SHOWN. TYPICAL AdIMAIDIVNI I 0.962-�EipgOPZbW lb 1.375" Dme"ewewem T T INSWING THRESHOLD OUTSWING THRESHOLD ;EE DETaL V 6' Ei Lf') o °p v p to QO-'J R �: OU z (L W = Z �U M Q ^N 3 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL = - IG (1/S• TEMP LASS) OOvr 993` W/ OPTIONAL OECORATNE ACR STEEL OR BUT -11 SPACER I/2• SITE U m C /6 % 1-I/2• PNS are )/11/05 SCAM N. T. S. :�► y'> owe. Sr. SWS O K By. DOW 995 P-... WTIMOR ORAWD4 00 EXTERIOR TYPICAL GLAZING DETAIL owC-w-nolze sem► 2 OF 3 SEE DETAIL 'C' SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8•• STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2•• LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1 3' 0I111- W dL SEE DETAIL rn 'D' SHT. 2 W11 I Jf " O i _ II �ih 3' HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES MIN _ M25- SHIM CL —I �— �1 TYPICAL WOOD BUCK ANCHOR INSTALLATION t 25' MIN t « 5' MAY SHIM CL —I l— TYPICAL MASONRY ANCHOR INSTALLATION Ad*VP D NATO catkamND: e --R,4 rffmm DNenevaM a r r�� a Lf) O � U p Q Q (p p � J Q N ¢ 30 W O C7 Zav_ IWC U) 2 Z to U Q ^ Tn Li scAu- N T.S. Opt. or. SwS o«. By. or