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Home My WebLink About351 Cabana View Way (2)��0Auilding & Fire Prevention Division PERMIT APPLICATION MAR 3 2018 // A ication No: D Y l B Documented Construction Value: $ 4,374.17 Job Address: 351 Cabana ViewW U) 0.jAHistoric District: Yes�No ✓� Parcel ID: 29-19-31-501-0000-2650 Residential✓ Commercial Type of Work: New[] Addition❑ Alteration✓ Repair Demo ❑ Change of Use❑ Move Description of Work: Replace 2 openings doors size for size Plan Review Contact Person: Gary Barson Title: Agent Phone:786-556-4975 Fax: Email: gbarson@nationalpermitcompany.com Property Owner Information Name Bob Jordan Phone: 407-417-4036 Street: 351 Cabana View LN City, State Zip: Sanford, FI 32771 Resident of property? : Yes Contractor Information Name Lowe's Home Centers / peter Cafaro Phone: 786-556-4975 Street: 3780 S Orlando Dr City, State Zip: Sanford, FI 32773 Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: CGC1508417 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. 3/2d/% Signature of Owner/Agent Date Signature ntractor/Agent Date pc_7 G4 Rae) Print Owner/Agent's Name Print Contractor/Agent's Name \l 91 all a ..... s§/ • 9s0 G Signature of Notary -State of Florida Date Signature of to -State of Flori a •� bey PV- s C, =0 ; 35 139 191 •°e f4 % p+d Ihru �w /nstim" .•'�� Owner/Agent is Personally Known to Me or Contractor/Agent is Persori�ttlyR,llftil�Ie or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Sr -1- W k & Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE <P1 a, -- Address: Footer / Setback S-femwall Foundation / Form Board. 'Survey Slab !Mono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing — Walls Sheathing— Roof Roof Dry In Frame - Insulation Rough In Firewall. Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco ./ Siding Insulation Final Final Utility Building I Final Door Final Window Final Screen.Roorn Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residencet Final. Building (Other) -T RIEVISED: Rine 2014 K Mn M'-M 1nMctn®n )(Description Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ................ B Plumbing Undergroun Plumbing Sewer Plumbing Tub Set Plumbing Final Mn � Max Inspeeflnn D ectn®n !� Mechanic�Ro�ug7�—�— L I Mechanical. Final Iron rMs ection. Dese tj rnp on Gas Underground Gas Rough Gas Final ipNAT!CpiAL PIER MI: � 'COP"IPANY, MWwOrkChedkIftt Castomer Nam,. CmshmerAddress:, Mmm6er. Contract $ Ainount: SDaw: ftlePamd Cky- Do" Shutter-- L/ Pft* %AppjjCRfioD SPed'by hOlneOwner and notarized Copy, of Contract "'o'"'S:MMwOrk (site PLU sho-i-gsiZeS. loc--Won and type of product Orighmaj Notice OfCommencement (signed by owner and notarized) approval (If applicable) DOOmentmust he tauve Signed by H.oA F`7 I w2o Printout and/or Product sPecificati ons Pertnit P.O. Or Work order U 41stiUg Autter pennit # applicable) Opening v,,s # NOA/K# Owftg #;S�� NOA/FL# OpeMng #;S-� NOA/FL # opening #*s___ 3 Ili go W ="%a ii Elm Ll : 4,4 # 1 a I 3/22/2018 SCRA Parcel View: 29-19-31-501-0000-2650 PropertyRecordCard Parcel: 20-19-31-501-0000-2650 Property Address: 351 CABANA VIEW LN SANFORD, FL 32771 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market ... ................. Cost/Market Number of Buildings 1 Depreciated Bldg Value $127,984 .... . . .... $120,627 . ... ..... ..... Depreciated EXFT Value $350 $363 Land Value (Market) $36,500 $31,500 Land Value Ag Just /Mamet Value $164,834 $152,490 Portability Adj Save Our Homes Adj $66,918 $56,588 Amendment I Adj $0 P&G Adj $o $0 Assessed Value $97,916 $95,902 Tax Amount without SOH: $2,115.00 2017 Tax Bill Amount $1,038.00 Tax Estimator Save Our Homes Savings: $1,077.00 Does NOT INCLUDE Non Ad Valorem Assessments ............ - - Legal Description ........... ......... .... LOT 265 CELERY KEY PB 64 PGS 85 - 96 Taxes . . . ....... . Taxing Authority . i Assessment Value Exempt Values Taxable Value ...... ....... - ................. -- ------- . . . .................. . ..... .... . ........ County General Fund . ................ . ........... $97916 .................... ........... - .... . .. . ....... $50,000 .. ............. . $47,916 Schools $97916 $25,000 $72,916 City Sanford . ............. ............ $97,916 $50,000 $47,916 SJWM(Saint Johns Water Management) ............ . $97,916 $50,000 $47,916 County Bonds .......... ... ... ... ........ $97,916 $50,000 =7 $47,916 .. ... ..... Sales ... . ....... . . Description Date Book Page .......... L=7' Amount Qualified Vac/Imp . . . . . ...... . . . . . . . . . . WARRANTY DEED .............. 6/11/2012 07805 1314 77,77------ $98,000 No Improved WARRANTY DEED ..................... 2/1/2006 06173 0475 .... .......... .............. . $271,600 ................. ..........- Yes Improved .. .. .. ............. ... .............. .......... - .......... ......... ......... ......... . . ................... . . ............... Find Caffiwlmhle tqm .......... - - --------- Land I Method Frontage ............... . ................ .................. ....................... Depth Units .. ... .. .......... I Units Price - i Land Value . . ... ..... . ............ LOT $36,500.00 $36,500 Building Information Year Built # I Description Fixtures Bed E Bath Base Area Total SF Living SF Ext Wall Adj Value j Repl Value Appendages Actual/Effective ... . ...... .... .................. . ........ . ................. . . ..... ...... ..... . i.............. 1 SINGLE 2006 8 4 1,955 2,390 i 1,955 CB/STUCCO $127,984 $133,665 Description Area FAMILY FINISH ............. . .... http:/,/parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=29193150100002650 112 ask c� U11:_Zw 44�1� STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT - MWORK - INTIEXTIPATIO DOOR LOWE'S OF SANFORD, FL, STORE# 1657 STORE PHONE: (407) 430-4060 3780 S ORLANDO DR SALESPERSON: JOSE LLERAS SANFORD, FL 32773-5614 SALESPERSON ID: 2100519 Document Print Date: 03/02/2018 Lowe's Registration or Contractor License Number / Lowe`s Contractor Name Florida Contractor License Number CGC1508417 Customer Name Home Phone ,S BOB JORDAN 407-417-4036 o Customer Address Other Phone 351CABANA VIEW WAY L City. State I Province Zip / Postal Code D SANFORD FL 32771 Installation Address T 351 CABANA VIEW WAY 0 installation City Installation State/Province Installation Zip/Postal Code SANFORD FL 32771 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 3773: L 249 SPINE : STK : 1-5/8-IN X 8-FT PINE S4S, 1-249-:1-5/8-IN X 8-FT PINE S4S L249: EMPIRE COMPANY, INC. (THE) - CITY 8 4874: L0436627: STK: PFJCASIE366 2-1/4-INX1 1/16-INX7-FT,: PFJCASE366 2-1/4-INXI 1/16-'INX7-FT: EAST COAST MILLWORK DISTRIBUTI - QTY 3 178870,: L'818770FJPMD: STK: PFJ'STP L887 1-1/4-INX3/8.-INX7-FT: PFJ'STP L887 1-1/4.INX3/8ANX7-FT: EMPIRE'COMPANY, INC. {THE)- QTY 1 238343: 2826-8: STK : 3/4-31-1/2-8 RF EMBOSD PVC TRM BRD: 314-3-1/2-8 RF EMBOSD PVC TRM BRD: ROYAL MOULDINGS LIMITED - I OTY 2 238344: 2826-12: STK: 3/4-3-1/2-12 RF EMBSD PVC TRM BRD: .3/4-3-1/2-12 RF EMBSD PVC TRM BRD: ROYAL MOULDINGS LIMITED - QTY 1 238345 : 2827-8 - STK: 3/4-5-1/2-8 RF EMBOSD PVC TRM BRD: 3/4-5-1,12-8 RF EMBOSD PVC TRM BIRD: ROYAL MOULDINGS LIMITED - QTY I 314407: OGL1,0408-AG:.STK : 1-4-,8 TREATED APPEARANCEE GRADE: 1-4-8 TREATED APPEARANCEE GRADE: SUNBELT FOREST PRODUCTS - . .................... . . ............... ............. .. ......... .... .............. ... ... . . ..... . ..... Store 1657 Project No. 524,212300 for BOB JORDAN Page 1 of 7 STORE COPY h3ll _NF 111"1110 1W M.-ACCOR151 )ISISTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, F05AIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- -ALS f OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED. TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CC'NTRACT THAT'BEFORE ANY DAVU=MT IQ AfiAn= V^1 10 PANY NY THATHAS PROVIDED TO YOU A AND IT IS RECOMMENDED THAT YOU CO WITNESS OUR HAND(S) AND SEAL(S) BELOW THI! Lowe's Hok9__qenters, LLG - -5-1 A fl city �W Zip / POE TEN RELEASE OF LIEN FROM ANY FLORIDA'S CONSTRUCTION LIEN OF 6 (Seal) 4 Ow4i 'A/ Print Name Print Name Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may,cancell this transaction this time prior to midnight on the third business this rig day after the date:of this transaction. See the attached Notice of flight t Cancel for an explanation of ht. Store 1657 Project No. 524212300 for BOB JORDAN Page of 7 STORE COPY 'HYSICALLY ASSISTING WITH DELIVERY OF THE GOODS OR WITH PERFOMANCE OF THE INSTALLATION SERVICES. To Ensure Compliance with Smoke Alarm and Carbon Monoxide Detector lequirernents Prior to the start of the Installation Services, You will ensure the Premises have all necessary carbon monoxide detectors and smoke alarms ('Detectors') needed for the Installer to obtain the iecessary permits and complete the Installation Services. You are solely responsible for the proper number, -placement, type, functioning, operation, installation, testing, as per the manufacturers' specifica- ions, and maintenance of any Detectors requiredby Local Regulations. Failure to meet Federal, State or Local Detector.requirements, if any, will be considered an Undisclosed Condition. 2. MANUFACTURER WARRANTY FOR GOODS.Customer is entitled to any warranty provided by a manufacturer of the Goods sold under this Contract. The Installer will provide Customer with an manu- acturer consumer warranty information accomp n,,j,,g the Goods, and Customer may also obtain such information by contacting,Lowe's:LOWE'S DOES ) I L W I S D, INCLUD1129,Y91ItIOUT LIMITATION THF. IMPLIEDPA TI 'Q:S:Ex 1 LOWE'S WARRANTY FOR INSTALLATION SERVICES / LIMITATIONS OF LIABILITY, Lowe's does warrant that the Installtion Services will be performed by the installer in a good and workmanlike fanner. Lowe's warranty for Installation services shall extend for a period of one year from the.earlier,of' (1) the date,the Certificate of Completion is signed by Customer or (2) the date that Lowe's determines iat the Installation Services have been completed, or for such greater period as maybe required by applicable' law gdveming consumer warranties for workmanship (the "Warranty Period'). LOWE`S WAR. ANTY THAT THE INSTALLATION SERVICES WILL BE PERFORMED BY THE INSTALLER IN A GOOD AN U W{3RKMANLIKE MANNER DOES NOT COVER. AND LOWE'S, WILL NOT BE RESPONS- 3LE FOR, ANY DEFECT IN SUCH INSTALLATION SERVICES DUE TO (1) ANY DEFECT, WEAKNESS OR DANGEROUS CONDITION, INCLUDING BUT NOT LIMITED TO, MOLD, ROT, ASBESTOS OR JFES7ATION IN THE PREMISES' STRUCTURE, SUBSTRUCTURE, SUPERSTRUCTURE OR POINTS OF ATTACHMENT, OR OTHER PRE-EXISTING PHYSICAL OR ENVIRONMENTAL HAZARD, OR ') ABUSE; MISUSE, NEGLECT, OR IMPROPER CLEANING. IED WARRANTY OF MERCHANTABILITY ustorner acknowledqes and agrees that Customer shall be limited to seeking recourse or remedy exclusively from Lowe's or the Installer (as applicable) and that no affiliate of Lowe's shall have any liability friar iiaic Tnn#von+ lL.�.F,,.,.......a..,,. a ._ , .._�_ ., ,-, _ �nernbers, pi died on Cus rg from or re id to this Col Judgment frc )Itration me in anyothet e that bindi OF JURY TRIAL AND WAIVER OF CLASS ACT ter ar orda igreeing ti to recover its reasonable attomeys' fees as'provided by N C: Ger volving interstate commerce and shall be governed by the Federal arbitration agreement shall be goverened by the laws of the State i IS. GOVERNING LAW AND SEVERABILI7Y. This Contract shall RATION AGREEMENT, WAIVER OF JURY,TRIAL AND WAIVEF such unlawful provision shall be ineffective without invalidating the 16, CREDIT CARD / FINANCED TRANSAGTIONS:...lf. Customer: agreemerttor financing documents may change the total amounts this orr ;fate to prepare the Premises and the re N: Most questions or complaints at (2ni ana t m, 'ned by the taw of North Carolina, without regard''I ATiON is ggoverned by the FAA. If•any provislor main in full forceand effect. lancing to pay, sorne:or all of the Price, then Cu., the credit card provider or, lender, includinganyJr area in the manner described in Section, 1 f of riformaily. If Customer has a .question or com- ne number on the front page of this Contract. itrator'under the current applicable rules, pro. parties agree that. if JAMS or AAA are unable ve's, related, third parties andlar the Installer, (ID) all out Customer, andlor.111) all other claims arising un- Choose to arbitrate or file a small claims action.- Any scourt as described above); and (3) any right to as forth, immediately above. Lowe's and Cus- :lass action;tawsuit or class action arbitration of hail be no Joinder of parties, except for joinder of e in a class action lawsuit or class action arbitra'!- written notice to Lowe's at the -following address; Mail anvemeht location as the Customer anal Lowe's may eimburse Lov;e`s for these expenses even if Lowe`s. wn attorneys' fees and other expenses. such as wit- rirernent.is consisent with the then current rules, pro-. having'lurisdiction. If.allowed by statute or applicable niract, Customer agrees that Lowe's shall be entitled eemenl is made in connection with a transaction in- the Federai'Arbitration Act does not apply, then this )ice of law rules of any state, except that'the AMBIT- 'ontract is contrary to any law to which it is subject, ,. nowledges that the terms of: his or her cardholder rarges and fees. Customer acknowledges that his. or Store 1657 Project No. 524212300 for BOB JORDAN Page 6 of 7 STORE COPY her cardholder agreement or financing documents may have other terms and conditions to which Customer will be subject, Customer also acknowledges that Lowe's is not.a party to any such cardholder or fin- ancing agreement, 17. WAIVER OF LIENS, Because responsibility for paying the Installer on Customer's behalf belongs to Lowe's. Lowe's will require the Installer, on behalf of itself andanyof the Installer's subcontractors, ma- terialrnen or suppliers, as a condition precedent to payment by Lowe's on Customer's behalf, to fuily.and unconditionally relinquish, waive and release any and all mechanic's liens, materialman's liens and oth- er liens in the Premises which the Installer or its subcontractors, materiatmen or suppliers might have or acquire in the future, by operation of law or otherwise, as a result of this Contract. 18. iNAVOIDABLE DELAY OR FAILURE IN PERFORMANCE EXCUSED. Any delay orfailure by Lowe's or the,installer in performing this Contract because of slike. fire, flood, epidemic. acts of terrorism, acts of God, inability to obtain Goods in a timely or commercially feasible manner, or any other causes beyond the reasonable control of Lowe's or the Installer shall be excused and shall not be breaches of this Contract. 19. ENTIRE AGREEMENT! CHANGES IN WRITING, Customer and Lowe's agree that this Contract accurately states the entire agreement between Customer and Lowe's concerning the Goods and Installa- tion Services and replaces and supersedes all prior agreements and understandings relating thereto, both oral and written, and all oral agreements and understandings entered into at the same time as this Contract. Any additions or changes to this Contract, or any waiver of rights under this Contract, must be in writing signed by Customer and Lowe's. 20., CAPTIONS. Titles or captions of sections contained in this Contract have been inserted onlyas a matter of convenienceand in no way define, limit, extend; describe or otherwise affect the scope or mean- ing of this Contract or the intent of any provisions hereof. 21, QUESTIONS OR CONCERNS.. Customer should speak to the Lowe's salesperson whose name appears on this Contract and the manager of the Lowe's store at the address and/or phone number on the front page of this Contract, regarding routine matters such as scheduling, any requested changes to Customer's order.. or, any concerns Customer may have about this Contract, the Goods or the Installation Servioas; 22. SPECIAL NOTES, FLORIDA HOME OWNERS' CONSTRUCTION RECOVERY FUND - PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR IN- FORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND AD- DRESS: (850) 487-1395 AND 1940 NORTH MONROE.STREET, TALLAHASSEE. FL 32,399-0783. Store 1657 Project. No. 524212300 for BOB JORDAN Rage 7 of 7 Quote 11 ftp:/-'sstsrv. unlQuotejsp?projec tI d 16 — LOWE'S HOME CENTERS. LLC # 1657 378,0 S ORLANDO DR SA,NFORD, FL 32773-5614 USA (4071) 430-4060 Project #: 53393334.1. Customer Name: BOB JOR'DAN Customer Phone: (407) 417-4036 Customer Address: 351 CABANA VIEW WAY SANFORD. FL 32771 USA Descripiion: pat ext Line Item Product Code Frame sj7 0002 Mimufacturer*, JELD-WEN Steel and Fiberglass Doors Size = 96 I/8-in W X19 Divk'-ion: Milh0tk 3/16-in H PF(Kluct: Doors Handing = S3 Fixed 1 LH Typc: Patio Active ()/S lklanufactui&: JELDVTN Steel and Fiberglass Doors Location: Wedowee (EX) Regional Compliance: FBC - NAMI Impact Rating: No nei Scar Option: Energy Star Only Energy Product Stylc:.DO()r YS Pro I duct 1364an- French Confiruratkyn: Door Unit Patio System Layout: Triple Unit Construction: ("Ontinuous+lead and Sill with Heavy Duty Mallpost Handing.. 53,Fixed LH Active A Size Application: Retro Meastireniew Call. Size Door Call Width: 96-in all'Height: 80- ght: 80 ti Actual Frame Widdr.95,518-in Actual Frame Height: 78 11/16-in Fits Rough Orvoing. Width. 96 I*in its Rough,() pening, HCighU 79 3/40- -0' Actual Slah Width: 10 TI,6-in Actual S.1ah: Height: 76 13116-in Actual Briekinoutd'Width: '98 1/8-in I at Unit Price Quantity Total Price ............ $2,138.27 1 $2,138.27 03/02121018 04:')8 P.M Quote http:l�'?sstsrv.lowes-com/1112t)..-,t,'tnediuiiiotiote,.isp?pro.icet ld= 16— Wtual Bricknio.uld Height; 79 15/16-in )oor Material Premium Fiberglass XIOr Skin-, Smooth )oor/Sidelite Finish Type:,None AINS Option: Doors with Insets lanel 0 , ption; Pull Lite orninal Insert Size: 20 X 64 Rectangle ois,crt Type: Commodity Isert tkslgn: I -Lite Tempered Low-E Insulated isertf-'raji)e,: Standard Class Vratne io(,)'f,SIcreen 'Type: None. ,clive [Joor.Borc: Eftble Bore Actual is Bore Location: 44-in Bom Diameter: 2 1/8-in Actual Deadboft Location: 5 02-in Ac , tual DeadfxMt Bore Dimeter: 2 1 /9-in Inactive] , Xior Borct No Bore Locks'el Type: No Lockset, Inactive Door l,ocks-etrype: No Lpckset Door Astritti 1: Heavy Duty White Aluminum Astragal Door Se'eurity Flange: No Actual Hinge Size: zlw in x 4-1/4-in HingeJ" ypi&. Bull Bearing w/ Safety Stud Actual Hinge Radius': 3/8-in Radius/Square Hinge Finish: Oil Rubbed Bronze, Actual Jamb Width: � -in lamb Finish Type- None. Jamb Specie: Primcd Auraf-ast Sill Style: Fixed Bumper - All Aluminum Sill Finish: Bronze Actual Sill Width: 4 9/1(-in Brickinould Srwcie: No Brickmould We, thers(rip: Bronze Compression , Rating Needed:, Yes [Time: 14 Days Number: 240473: Picture is only a representation orthe unit that hm oil ordered; Unit will be bujltj(),;pccifieatiotj, given in the nligurator. you f'or ordering a JELD-WE"N'Steel and of 4 03/02/2018 04:38 PNI t;�uote i Sire = 51 3 as http.'tsfitsr��,'li�wes-ec�tia m2ct t `mcditttnt�uc+te jsp`?prc�j�ctk1�16- anu€acturer€Maso€iite Steel and Fiber lass i)i, m,< ivision : Millwork -oduct : Doors ype : Entry/Exterior Anufacturer :-Masonite Steel and Fiberglass Doors dual Unit Sire Width 51-in ctual Unit S€ e 4cight": 81 5/8-in v Is Opening Width : 5'1 3/4-in is C}pening Hight ; £(2 118-in inliguration ; Single Unit w Strike :Side Sidelite'. Alections : Panels )oor with Gloss: No S€dclite Collectit€ Is: Lin o0f ) Material Type: : iherklass Material : Textured Fibervwla4s Panel Grain : Mahogany Slah Width : 36:-in Height `l:ypc; :.Standard Slab Height : i=)=itt Sidelite.Height i''/94 Door Style : 0 Panel S€delitc Style : Full Lite' Sidelne Width : 12-€n-:- 'idelite Class Family~ dear with Grilles Between Glass' lass Type: : L w-1' andin : Lett In wing exterior Finish Ujifinisheati Interior Finish °Unfinished amb Type : Standard aml� Size . =€nA Jamb Finish: Unfinished Jamb Material:'Rot Resistant_ S€delite Lite Frame Sure and Option,: Frame with Plugg Sill Styli:: Bronze finish Ar'ickmould : No }deep Siolit. No Hinre'i',ype : Patina U kset Bore Option : 5 112-in Double Bore Re-Oftler : No --^ DP Rating : +50/-50 Lead'Tinte : 12 Days Item Number : 673408 'Sidelite(s) will he boxed separately from door unit.*** 0')/02=`2018 0438 PNI Quote http'=? stsiv.1o,A,cs.coilli'm2o—a/meditiinQtjote.jsli'l'projectid: ](,3 Salespemon: Accepted, by - This queueI is an hit-cs listed ahoIN purchase. All of Customer, Picture is not anICXaICI. representation cif thy: unit (fiat - has been ordcted.,*** Unit is bUilit W-SlICCifications given in the configur,'itor. n)atjk vou for Ordering a Mawnite $,feel and Fiberglass Doors Prodq.ltl c only and vallid. for .10 days on al CS(itnatc CICICS ITOt inClUdc tax pr < Svc quantilic.s'. dimensions-Specili . ................ . ....... . Projmt Total: $!,3t1(i.27 Dale: 03/02i2018 Print Petailed Quote FOr Pt-ornotional iterns plea%e refer to the led arrival will be determined at, the time of rave been verified and'accepted by the 4 of 4 -% 03/02/z 0 18 04:3 9 P.M Product Approval y� ification Form iTVFOPO Permit # # 1 8 " 1 49 1 I1 Project Location Address 6� � � -� (Cl/\,{ L�J As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging - Uf WEN-) 1174 Sliding Nt. E c, sr5APF 3tMeE3 Sectional Roll Up Automatic REVIEWED FOR CODE GOMPUANCt: Other 2. Windows - i t • 1 Single Hung DATE Horizontal Slider Casement Double Hun Fixed Awning U TO 1 THS WORK AND NOT AS Pass Through AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Projected c D L Mullions THE BU WING OFFICIAL FROM THEREAFTER Wind Breaker CONSTROCTION OR V101 ATIONS3 OF THIS CODE Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Perie (Please Print) June 2014 A4a `l� x 10 J:�� i 354� 3`1x�1 25l CA�� Vi �w 4Aa 3/22/2018 Florida Building Code Online i BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map j Links Search Product Approval t" ' 'USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 13541 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlications FL# Type Manufacturer Validated By. Status FL13541- Editorial j )ELD-WEN National Accreditation & Management Approved R14 Change Category: Exterior Doors Institute History I Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies -Approved Dy Utaric. Approvals oy LAWK snail De reviewea and rauneo oy me rtx, ano/or me commission n necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QQpyright 2007-2013 State of Florida.:: Priv y 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 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: laec' https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 3/22/2018 Florida Building Code Online BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC IS Site Map Links Search FI Icy w p� Product Approval --'USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13541-1114 Application Type Editorial Change Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA 1304 ASTM E283 ASTM E330 TAS 202 Year 2002 2004 2002 1994 Product Approval Method Method 1 Option A https:llwWw.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5°/a2bzBiYgrnVFSXzhA5olA%3d%3d 113 3/22/2018 Florida Building Code Online Date Submitted 02/01/2018 Date Validated 02/02/2018 Date Pending FBC Approval Date Approved 02/07/2018 Summary of Products FL # Model, Number or Name 1 Description 13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, X-0" x 6'-8" and 3'-0" x Fiberglass j 8'-0", Inswing and Outswing T_.__.......__.._._........_.._._._......_.__...__._.._______.._._.____..__._....._...... ............. ....... ._..._...___..._______....__...;___._._.._..__..___ _ _.__._..._____ ..._.._.._. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R14_C_CAC_NIO11906.01-R7.pdf Approved for use outside HVHZ: Yes j FL13541_R14_C_CAC_NIO11906-R6.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 i 03/30/2026 Other: ! Installation Instructions j FL13541_R14_II_A010831A SS 2014-09-26.pdf 1 Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2742 SS 2014-09-26.pdf . by Independent Third Party.:.._ Yes ....... __............. _.._..... .... .... ............ .............._....._. 13541.2 B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3' 0" x 68" and 3' 0" x Fiberglass j 8'-0", Inswing and Outswing Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No F 4 _R14_C_CAC_NIO11921.01-R6.pd Approved for use outside HVHZ: Yes FL13541_R14_C_CAC _NIO11921-R7.pdf Impact Resistant: No j Quality Assurance Contract Expiration Date Design Pressure: +50/-50 i 03/30/2026 Other: I Installation Instructions FL13541_R14_11_A010832A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2743 SS 2014-09-26.pdf Created by Independent Third Party: Yes _.___...._.___.._......._.._........... _... y... _....... ._...._..__...____.__..._......_.__._.__.._._....._.______._.__...___.__......._.......__._.._..__..._____._.__..._.___._ 13541.3 C. Design Pro / Smooth Pro / Studio _.__.._._......_.__._.___.....___.._..._____._._.__..__....___........._._..._.......__.._` Double (XX) Opaque Fiberglass Door, 6-0" x 6-8" and 6-0" x Fiberglass 8'-0", Inswing and Outswing ______.._......___........... ._...................... _.-_...__--.._......_.._..__......... _.__..._._..___.._,_._.._._.._.._.._.._.._.._.___._.._.__.__..__....._......_.____. Limits of Use --- _.._.._.._._.._______._..-....... ---.....---__..._........ _-_....... ...... ._................ .-_..___...._._ Certification Agency Certificate Approved for use in HVHZ: No FL13541_R14_C_CAC _NI011907.01-R6.pdf Approved for use outside HVHZ: Yes FL13541_R14_C_CAC _NI011907-R6.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541_R14_II_A010833A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2744 SS 2014-09-26.pdf Created by Independent Third Party: Yes ____._._...._....__...................................................... ._____.....................................__...__.__... .... _..__..................................... ....... _... .... 13541.4 D. Design Pro / Smooth Pro .......__.....-_._.-------.._......_........................___._-.... __........ ..._..____..._ Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL13541_R14_C_CAC _NI011908.01 R7.pdf Approved for use outside HVHZ: Yes FL13541_R14_C_CAC _NIO11908-R7.pdf Impact Resistant: No j Quality Assurance Contract Expiration Date Design Pressure: +50/-50 j 03/30/2026 Other: Installation Instructions ! FL13541_R14_II_A010834A SS 2014-09-26.pdf Verified By: Hermes F Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FLl 41_R14_AE_PER2745 SS 2014-09-26.pdf Created by Independent Third Party: Yes j 13541.5 E. Design Pro / Smooth Pro / Studio Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass i Fiberglass i Door, 9'-0" x 6-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541_R14_C_CAC _NI011910.01-R7.pdf Approved for use outside HVHZ: Yes j FL13541_R14_C_CAC_NIO11910-R7.pdf Impact Resistant: No 'Quality Assurance Contract Expiration Date I 03/30/2026 ' hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 2/3 3/22/2018 Florida Building Code Online Design Pressure: N/A Installation Instructions Other: { FL13541_R14_II_A010835A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2746 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.6 F. Design Pro / Smooth Pro Fiberglass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Single with side lite(s) (X,O/ O,X/ O,X,O) Glazed Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Certification Agency Certificate FLl 541_R14_C_CAC_NI011923.01-R7.pdf FL13541_R14_C_CAC _NI011923-R7.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_II_13541.6.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2747 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.7 1 G. Design Pro / Smooth Pro / Studio Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Opaque Fiberglass j Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and J Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Certification Agency Certificate FL13541_314_C_CAC_NI011911.01-R7.pdf FL13541_R14_C_CA_NI011911-R7.p-df Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_11_A010837A SS 2014-09-26.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2748 SS 2014-09-26.pdf Created by Independent Third Party: Yes 13541.8 H. Design Pro / Smooth Pro Double with side lite(s) (XX,O/ O,XX/ O,XX,O) Glazed if Fiberglass Fiberglass Door, 12'-0" x 6'-8" and 12'-0" x 8'-0", Inswing and i Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Certification Agency Certificate FL13541_R14_C_CAC_NI011912.01-R7.pdf FL13541_R14_C_CAC_NI011912-R7.pdf Quality Assurance Contract Expiration Date 03/30/2026 Installation Instructions FL13541_R14_11_A010838A SS 2014-09-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541_R14_AE_PER2749 SS 2014-09-26.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, 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 electronic 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: __. _ hgc_. https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquyn0PErOHeeZaoNzG36psAMw5%2bzBiYgrnVFSXzhA5olA%3d%3d 3/3 °. '.i 74" MAX. O.A. WIDT ,.. PREPARED BY: _ rp 1 s p .. JEL]BrWENS BUILDING DROPS, INC. ' 3 DAN aFACH, Fl33IXM / '.\ 3 �N.j95113998p)E DESIGN PRO / SMOOTH PRO FULL LITE =;LL wrx .Nw w!!dhaaov�nm q/^ NON —IMPACT 3 z LL' ACTIVE ® INACTIVE o` _ > r' 0 z z FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 3 d O� Z Z g GENERAL NOTES: - - - Z O uJ 1. THE PRODUCT SHOWN :HEREIN IS DESIGNED AND MANUFACTURED TO -COMPLY WITH THE :CURRENT a q ) Z INTERNATIONAL BUILDING LODE (IBC), `INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE '. a - p 4 ¢> Z � ( F Q EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING %f TYP. ELEVATION z LL1 ` ASTM-E330-02 :. 1 s-e•000a xex:Nr , V1' N ' v Lu ASTM E283-04 AAMA 1304-02 '. 74' MAX O.A. WI DTI TAS 202-94 -'. p 1 G N _s a ~ Li 2., ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS�'A MAIN WIND FORCE -RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING( APPLIED,PRODUCT LOADS TO THE ~ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION Z c REMARKS BY DATE 3 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENFRIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR f -. ,..,s,,. " A SPECIFIC SITE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS`DETAI LEDs , / ; \ - Add Muni-Poinr Add TAS 202941 HEREIN, A LICENSED ENGINEER OR.ARCHITECT SHALL PREPARE'SITE SPECIFIC DOCUMENTS FOR USEWITH THIS t DOCUMENT. = oom lD z Q Q 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT ` = < F " s E RESISTANCE, ACTIVE, 9 INACTIVE O p` o 5 GLASS MEETS THE REQUIREMENTS OF ASTM E1300. GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. ? L7 LL Z.�: no Aoo° Nc.�m rNiscnc G. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLIN05 'BETWEEN p GLASS, DECORATIVE,'AND EXTERNAL: AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED: p z 5 FOR 6'-8 DOORS AT DP +/-50 PST ONLY Z� 7. NOTE AFCON 497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PST. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT - - MEETS THIS :REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY -O ..OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH <OH HEIGHT 15 21.0 '.. �O�•.: q p . TYP. ELEVATION 2p a K a•a-Pooa xErGEn - TABLE OF CONTENTS. SHEET REVISION( SHEET DESCRIPTION 1 e TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 ;. A - OPTIONAL 2X'SUCK ANCHORING DETAILS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6: A ' : GLAZING DETAILS 7 - A. WOOD SUBSTRATES 8 - A - CONCRETE SUBSTRATES 9 A COMPONENTS.& BILL OF MATERIALS , FBPE CEAT.OE A' NOTE:Digitally signedlt INACTIVE AND ACTIVE DOOR PANEL eason:.I am appi ORIENTATION 15 INTERCHANGEABLE. ate:20140916. MAX.OVERALL ; DESIGN PRESSURE`(PSF) NOMINALSIZE _ MISSILE CONFIGURATION': IMPACT INSWING OUTSWING :WIDTH HEIGHT RATING POS. NEG, POS-- NEG. XX : 6'-O" 6'-8" So* 50 50*' 50 NON -IMPACT XX. RADIUS 6' f ' 6'-8" SO! s0 SO- ' 50 NON -IMPACT >XX 6' 0' - 8-0 So* ' S0.' 50 SO".. - 50 1 NOWIMPACT 'SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. DATE:.. 0/ GLPT.IM SCALE: DWG. W: vi C\?�~`, I 1i4�#EL�a nes F. Nomm, P.E. .this document 17-04,00' .14 PREPARED BY INSTALLATION NOTES 1. ONE 0) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM)S).'MAXIMUM ALLOWABLE BUILDING DROPS,, INC. SHIM STACK TO BE 1/4;INCH. SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS:" SHIM(S).. SHALL BE A -.. 398 E Don a It- tlLUO.- - ti AB 11, 113JWF. -' NON -COMPRESSIBLE COMPOSITE OR'BETTER. . r1+I�saii4v,Ban' rnx fvuUa a�aB ' 3. MINIMUM EMBEDMENT AND.EDGE:,DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO - wEB .nww:aii;Baroas �r ' STUCCO, FOAM, BRICK,VENEER, AND SIDING 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL '. " OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR SEE TABLE -FOR 74" MAX. O.A. WIDTH MANUFACTURER $ INSTALLATION INSTRUCTIONS. QTY LLIm -+ 5.' FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, O NOT INSTALL INSTALLATION ANCHORS INTO MORTAR A 3' TYP. 11/2".TYP. 3' TYP. O 0, °92m. JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE G U 3 r a „�<, SHELL OF BLOCK I� r 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK O — N 5 CONCRETE/MASONRY CONSTRUCTION 7, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE ( 2 ac O } FOLLOWING PROPERTIES' ,• #1 CL ` A. WOOD - MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. a _ i i €I Q to 0 + �. C. GROUT -FILLED CMU .UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ¢ 1 !1 k OF 2000; PSI AND GROUT CONFORMS TO ASTM C476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 r- I` H- CI _ U D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C 90 WITH MINIMUM COMPRESSIVE STRENGTH _Z 3 a z' 0 0 li6 11 z Q OF 2000 PSI t z w 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR p z LOCATIONS EDGE DISTANCES EMBEOM€NTS AND SHIM SPACING- , - REMARKS BY DATE 9. OPTIONALLY ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD ORJAMSAS LONG AS MINIMUM I� Add Multi -Point Lock GL 06/12/14 ( EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. Z f IN TIVE r 1 ACT E ANCHOR TABLE 61" DOORS 8',0" DOORS -. ANCHOR TYPE ANCHOR SUBSTRATE MIN, MIN. EDGE .'MAX. O.C. # OE MAX.. O.C. # OF SIZE EMBEDMENT DISTANCE SPACING AT ANCHORS AT .. SPACENGAT ANCHORS AT 'JAMBS HEAD/SILL HEAD/SILL - CLUSTERS JAMBS CLUSTERS WOOD SCREW ' #10 : 2X WOODBUCK 1 1/2 3/4" 17-1(2' 4 17-1J4' 4 OR FRAMING ITWrTAPCON 3/16" CONCRETE/CMU 11/4 2-1/2" 171/2" 4 17-1(4 4. ELCO-ULTRACON 1/4" TE/CMU CONCR. E 1 . 1 3/8"- CONIC -1/4" -CMU 1" 171/2' 4 171/4' 4 ITW TAPCON 3/16" CONCRETE/CMU 1-1/4 ` 1' 11-5/8' 8 14-3/8".: 6 rmsoocua+EHrrs:r zr r anors: me AZ 3" TYP A2 vlrxw�: mEN mN.,ra° ora u .,o o ner -D2D? -:"TYP.. ' 3 mnrios norr s•.+;croeaMrrrep;u�r, nRLrr�ir� HsoamcB 1 TYP. ANCHOR LAYOUT `��1��ES F. p 6'.6"OR2-.B'DOOIIHEI6HT V E. C) -0 T T r Er 411 F G INACTIVE AND ACTIVE DOOR PANEL ORIENTATION IS INTERCHANGEABLE 3yBE�°,1H4'fs'}rl aecacRl;rt Awoa E.Em oraur roRivr off na, z�sTe: 2 N12 X:3"PFH B2 SCREW C2 1-STRIKE PLATE E2 HOPPE Y1965040 2- N8 X 3" PFH.} F2 .'SCREW 1 STRIKE PLATE - 1 . TOP 1-STRIKE PLATE' �L NOTE: LATE 02.05.14 INSERT PLUG I fi HOPPE N2098945.14OPPE M1965046DATE:-N8X 3' PFH NTOBEDOFSILiO0NE SCREWS' D�W^G,(I$Y :CHK. gBY: DETAIL F2 DETAIL 12 GL/ TJM SS/MSS DETAILC2 71-ASTR.AGAL TYP. ASTRAGAL/f (TYP ASTRAGAL '' �• MULTI -POINT DETAIL H2 TYP. TOP ASTRAGAL/ SCALE: NTS INSERT PLUG WITH - STRIKE LOCATION TYP. TOP'ASTRAGAL MULTI -POINT STRIKE 9 2 49 X 2 1/2" PFH MULTI -POINT ONLY. STRIKE PLATE: _ H2 LOCATION DWG. #: A010834A ? DETAIL BZ 1-BOTTOM 51100T PFH SCREWS STRIKE LOCATION LOCATION 12 ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG 4- N9 X 2 1/Z;' PFH - 2 N9 X 2 1/2' PFH SHEET: OF 9- W/STDt REINFORCEMENT PATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL ONLY PFH SCREWS .. ' ' SCREWS - UNDER REINFORCEMENT PLATE) ASTRAGAL ONLY STRIKE STRIKE:PIATE w PLATE FROM L - INSWING SILL SECTION VIEW HARDWARE KIT OUTSWING SILL SECTION VIEW 'HEAD SECTION VIEW SEE [RTAILB3OR C3 ABOVE SEEOFfAIL EI ORi1ABOVE - INSWING SHOWN W(SWINGSIMIWf : PREPARED 6Y < BUILDING DROPS, INC. - : 398 E. DANIA RE'RLN BIW STE 338 UANIA BFA<II,H 3iJD3 PN:1954)3RJ &i]8 4'. 1/2TYP. 4 1/2" TYP ENI (9511)616T38 WLu .Nw w;.mi ea•op, �D, , - 1/2" OFFSET TYP. T ry .� d Ei o ar v g�_ o� cow mSaLL oZ,Qz Z w� y O O - _ z d U C a ;. REMARKS BY DATE - Add M01-PointL ck:: GL 06/12/14 jZTYP. ANCHOR LAYOUT � IIIDIIMlXBUCI(LNCOIpIXFEE(MABIXi ' ,., ENIS Con pOfEntt p 0.DING R pC .PNd Sk4LLN0i BE.p[fROUDC INWNOLE DA OAPT : WRNUtft'' attiEA[DNSEMOE BU W�NGDPOVS NL 0.LTEMP.DNS, ADD i10N5.-iNGHWLflNG,Op OiHDl Gs:ro TNIsm:UpnE6i,��Nrr rEammennwD ",Q N SEE TABLE o PX p. z { z p 0 2X WOOD BUCK INSTALL. 2X WOOD BUCK { -- ANCHOR PER BUCK ANCHOR TABLE �2X WOOD BUCK INSTALL. r4--,2X WOOD BUCK INSTALL. 7:*� �oT P `� Earl EaLR.F 3 OE AUNgW2AigN NO 39'i]8 , „ CROSS SECTION SIDE NEW ' DATE; 02.05.14 NOTES. GL/TJM SS/MSS 1. 2X BUCK IS NOT FOR .INSTALL4TIONAT SILL. THRESHOLD SHALL. BE FASTENED - - IN. ACCORDANCE -WITANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS H 2. ` ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. - , _ DWG: N: A010834A. SHEET, OF9 3 2X BUCK ANCHOR TABLE 6'8•' DOORS 8'0" DOORS MIN, EDGE MIN. CENTER ANCHOR TYPE ANCHOR SUBSTRATE MIN" DIST. TO TO CENTER MAX. O.C. ' MAX::O.C. SIZE EMBEDMENT SUBSTRATE DISTANCE SPACING AT SPACING AT -, JAMBS JAMBS ITW TAPCON 1/4" CONCRETE/CMU 1 1/4' 2-I/2" 4" 25" 30-1/4" ELCO ULTRACON 1!4" CONCRETElCMU : i 1/4'-CanU 1" 4 25" 30- iJ4" HINGE. DETAILATIAMB: PLACE #9122Zs/2' PFH: SCRE W NEXT TO WEATHERSTRIP 1 2 `INTERIOR 8- \N� / \ �\ INTERIOR 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 3-#9 X 3/4," PHILLIPS �- EXTERIOR. - . O FLATHEAD WOOD SCREW EXTERIOR 4- N9 PHILLIPS FLATHEAD WOOD SCREW 14 USE 3/4' LENGTH FOR 6'-8"DOORS USE 1" LENGTH FOR 8'-0" DOORS MEETING STILE HINGE JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 5' OUTSWING SHOWN • INSWING SIMILAR - 3-#8.X 2"PFH 1 - MULTI PT LOCK STRIKE PLATE HINGE SCHEDULE.` DOOR HEIGHT QUANTITY DETAIL AS HOPPE MULTI -PT LOCK FASTENING 4 - #8 X 13/8' PFH 1 -:REINFORCEMENT PLATE -� o HOPPED#2512296 0 -. PREPARED BY: BUILDING DROPS, INC. 398 E.: GREMHbLVp.•SfE: 338 -A- H,i1330p1 P.: 95913948ii8 FM 6'!38 (9 17 WEtl'. wvhv. W Jdieq,NoOs Som 0 N$ m CC a m CC. O ^ g = to �z a g o� a cr !- Z: 0. 0 Wt h C1 0 w�l F - REMARKS BY I DATE .Add Mulli-0olnt.Lock GL 06/11/14 SHIS IS 1M RR PNnS nT WR=1AWLiCESNNG O S. -1 iO BUIt-.N WaLTEMi1pN5,NNOON C0tiS[NnppItIONS NIG IG T G00.0iiRf REINTlTl spaIXl N-ppdNni RERMInCpn F. = 'O T T Q P ' 44; 0 ( 2 uVI�HOPPE MULTI -POINT LOCK 13 - #8 X.13/8" PFH .5 TOP REINFORCEMENT PLATE- ACTIVE PANEL ONLY DATE: 02.05.14 (6-8 UNITS) 15-#sX13/a"PFH ... DWG. Y: G.L/fJM CHK. Y SSrM'S'q (8-0 UNITS) ' SCALE: NTS COMES WITH HARDWARE DWG. #: A010834A SHEET: OF9 5 Iv cn iennm E.r'iERIOR EXTEflIOR 18 18 19 REDI SEAL -REDI 1 6'-8" GLAZING DETAIL 2 8'-0" GLAZING DETAIL FLUSH GLAZE DE 6 J 20 1/2" MAX. D.L.O. WIDTH 6 20 1/2" MAX. D.L.O. WIDTH 6 J, 23 7/8" MAX. D.L.O. WIDI 1"MAX E INTERIOR :D GLASS �. z m REDI- TAII /w\ I_1 A71 PREPARED BY BUILDINGDROPS, INC .398 E. -A BEACH 8-. SSE 3M UPN P FA 11 IL 11- 3/4' AIRSPACE IBs iissa9're wEe ..vw wpm �ea.oc,.� 6 1/8' TEMPERED GLASS 'JG - SILICONE BUTYL � o m.-... - EXTERIOR Y I=-4: Q 20 O Lu x SEAL 2 DETAIL Z a � Zg IRST, AND ROUND TOPS 62 1/2" MAX. D:LO. HEIGHT 78 1/2" MAX. D.L.O. HEIGHT 78 7/8" MAX. D.LiOi HEIGHT ONLY IN 6'8" UNITS AT DP+/-. SO PSF W O ' IU 19 PREPARED': BY: ' BUILDING DROPS, INC. 398 E DANIA B[ACH BI141:, 5i=: 330 DANrt BFACN,R53Wt FW— .. �ory� .. Z o C U O 2X WOOD BUCK �,. C Q x - SILICONE WCIODANCHOR J p ��—, Q ngdLL ' SEE TABLE ON SHEET2 2 F; O L N. EDGEMIDIST. SEE TABLE SHEET 2 z "' / WOOD ANCHOR p / SEE TABLE ON SHEET 2 H Z - Z �_ Zc ci m t? O w J.. 2X WOOD BUCK ZQ' O x i w *,WOOD % p W ✓wi 2X WOQO BUCK:026" X. MIN. BY DATE o� ANCHOR H M EDGE DIST.REMARKS SEE TABLE SHEET2 Add Multi -Point Lock GL 06/12/14 ` SEE TABLE ON SHEET 2 MIN`. EMBED. ' SEE TABLE SHEET 2.. HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL OLITSWINGSHOWN- INSWINGSIMILAR: .. '� OUTSWINGSHOWN-INSWINGSIMILAR , INSWING u.o awu.xor ae BerxooLccD .w.a�B.oe rrxr c wcmBN consixr u9oixc oBors. e.c. - ENDURA ZAIL4565F WOODANCHOR -. ' WOOD ANCHOR rtLiEAATWNi; ADOBIONS: ipGxtJG.ii1N6:AP DTrIG MnBnwesmn,rsnoaine�Bdxnr oEBMmrDAxn - SEE TABLE ON SHEET SEE TABLE ON SHEET 2 SILICONE SILICONE ..'\'�Q"• . ;�CC,p ��. ' / +'A' * 2X WOOD BUCK TOTF :• �` u, 2X WOOD BUCK ............ MIN. MIN. FL EDGE EDGE DIST. EDGE DIST.. : - ierecca..arturxoBwanox xD. )9sm. SEE TABLE SHEET :SEE.TABLE SHEET 2:.. OPERABLE SILL OPERABLE SILL DATE: 02.05_.14. 7 - - OUTSWING 7 HIGH BUMP-OUTSWING. - AFCO 1-2297- AFCOH-497 DWG. Y: GL/TJM - CHK. Y: ss/mSS . . - SCALE: NTS DWG. a: A010834A pOPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SHEET: OF 9 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.. _ 7 BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER- COMPOSITE 2 ASTRAGAL, ENDURA ULTIMATE HURRICANE (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)- 6063-T6 ALUMINUM 3 (NOT USED) 4. ENDURA.ZAIL4565 F THRESHOLD - `5 AFCO J-2297 THRESHOLD ' 6 1" O.A. IG TEMPERED NON -IMPACT GLASS ' ' 7 AFCO-H-497 THRESHOLD _ 8 WEATHERSTRIP - URETHANE FOAM&. POLYETHYLENE 9 NON -COMPRESSION SHIM'(0.25"MAX. THK,) COMPOSITE 10 2X'.WOOD (SG. MUST BE 0.55 OR GREATER) WOOD 11 ` 1X WOOD S.G.MUST BE 0.55 OR GREATER) WOOD 12 #10`WOOD INSTALLATION SCREW W/.11/2' MIN. EMBEDMENT STEEL 13 CONC./CMU ANCHOR.(SEE-ANCHOR TABLE SHEETS 2 & 3) STEEL 14 BUTT HINGE .(SEE :SCHEDULE SHEET 5) - 15 KWIKSET LOCK SERIES400 STEEL _16. KWIKSET.DEAD80LTSERIES 780 STEEL 17 HOPPE MULL POINT HARDWARE HLS9000 ' (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL 18 ODL. LIPLITE KIT JNI) .PLASTIC. 19 FLUSH GLAZING LEG FIBERGLASS 20 ODL LIPLITE- KIT (RADIUS UTES) -PLASTIC 0.63"--}--�— O IESMABOVE O ALUMINUM MN NU�STRAGAI O ENDURA ZAIL4565:F THRESHOLD O. AFCO J-2297 THRESHOLD VAR, SEE BO PREPARED BY: — R . BUILDING DROPS, INC. 398 E..OgNlq BU<H diVC- sTE: 338 D0.Nq BEACH, F133(.O4 °H. 954)394E678 pax r9sil>aa,arse WEe. www.wnai,®aoa..�nm N J W j F o� Q O`3_m C, Y Q 4 LL �a O asx no x 2 O2 O Z Z-a a Q l7 F— W Z O W q a O U REMARKS BY DATE Add Multi -Point Lock GL 06/12/14 urrnnnoNs. ql MnauNcsmrius A 0 398 [:n oevE cen � AFCO H-497 THRESHOLD 0.06" O ^ DATE: OZ.0 WG. Y: DG LjTJ M ! 4,11" --{ �. SCALE: N] 4.563" 4.62 —{ n O.1I DWG. #: h1 1.78" — SHFFT- 9 3/22/2018 Florida Building Code Online ff ^ i BCIS Home Log In 1 User Registration _ Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map I Links Search - tti Product Approval -USER: Public User p r Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 22363 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications FL# Type Manufacturer 1 Validated By. i Status i FL22363- Revision j Masonite International National Accreditation & Management 1 Approved R2 Category: Exterior Doors i Institute History_ Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies j *Approved by DBPR Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cgpyright 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 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: ,; ,,,, " xF Ehcq,. IM https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 3/22/2018 Florida Building Code Online FL # FL22363-R2 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Masonite International 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Method 1 Option A Year 2005 2009 2002 1994 Date Submitted 12/01/2017 Date Validated 12/04/2017 hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 1/5 3/22/2018 Florida Building Code Online Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products .............._........................................................... .... ...._.._...................._.............. _................................... .._.._........_...........__.................... _...... _.......... .._................_........_......,.._.. FL # Model Number or Name = Description 22363.1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 6'-8" Opaque I/S Single Door Certification Agency Certificate FL22363_R2_C CAC_ NI013717.17-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22 3_R2_II_FL0187.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514010A.pdf FL22 63_R2_AE_514014A.pdf Created by Independent Third Party: Yes 22363.2 1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.3 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details. 22363.4 i Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0189 for details. Certification Agency Certificate FL22363_R2_C_CAC _NI013717.17-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL01 7. iZ Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514010A.pdf FL22363_R2_AE_514014A.pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363_R2_C_CAC_NI013717.17-R1.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL0187. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514008A.pdf FL22363_R2_AE_514012A.pdf Created by Independent Third Party: Yes 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363_R2_C_CAC _NI013717,03-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2._II--- FLO189, pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514008A.pdf FL22363_R2_AE_514012A.pdf Created by Independent Third Party: Yes 22363.5 Fiberglass Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or 3 w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-WL0193 for details. Certification Agency Certificate F 2L 2363_R2_C_CAC_NI013717.04-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II.__FL0193, pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514008A.pdf https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 2/5 3/22/2018 Florida Building Code Online FL22363_R2_AE_514012A.pdf Created by Independent Third Party: Yes 22363.6 Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed I/S or O/S Single or Double Door w/ or i w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 FL22363_R2_C_CAC _NI013717.05-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1i 05/31/2021 Design Pressure: +50/ 50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida 1 FL22363_R2_II_FL0195.pdf Building Code, excluding the High Velocity Hurricane Zone, and j Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 12'-0" x 6'-8" max nominal size. Hurricane protective Evaluation Reports system not required in the Wind Borne Debris Region. See FL22363_R2_AE_514008A.pdf DWG-MA-WL0195 for details. FL22363_R2_AE_514012A.pddf Created by Independent Third Party: Yes __.....__._.___...._._-.._---------- _................. .......,......._........._........._._..._.__._.__.._..._.,.....__.___.__..._..___..__....._......._......_........._._._.._—_.._ ......................................................................................._..._._._.._........._..............._....._.._._..._._.._._.. _..................................... 22363.7 - Fiberglass Side -Hinged Door Unit 8' 0" Opaque I/S Single Door .... ............._..._..__.._...___..... ...._.._........... _._... _....... _... —.._____._......._....__-_----- _....___...____......._..._....._....__.._.__._.._.____..__....9___.._..Y_.._.........._._...._._..__...__........__................._..____....._......._._.__._.._.........._...._.........._....... Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: Yes FL22363_R2_C_CAC _NI013717.18-Rl.pdf Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +60/-65 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363_R2_II_FL0188.pddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures 1 Created by Independent Third Party: listed. X-0" x 8'-0" max nominal size. Hurricane protective i Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris I FL22363_R2_AE_514009A.pdf Region. See DWG-MA-WL0188 for details. FL22 6 _R2_AE_514013A.pdf Created by Independent Third Party: Yes _ ................... _....... ... __.._...__.._. 22363.8 Fiberglass Side -Hinged Door Unit 8'-0" Opaque O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22363_R2_C_CAC _NI013717.18-R1.pdf Approved for use outside HVHZ: Yes ; Quality Assurance Contract Expiration Date Impact Resistant: Yes j 05/31/2021 Design Pressure: +60/-60 i Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22363_R2_II_FL0188.pdf Building Code, including the High Velocity Hurricane Zone, and i Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures Created by Independent Third Party: listed. 3'-0" x 8'-0" max nominal size. Hurricane protective Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363_R2_AE_514009A.pd Region. See DWG-MA-WL0188 for details. FL22363_R2_AE_514013A.pdf j Created by Independent Third Party: Yes _ .- ._..... ._...... _..... ........ ___._._______.._..,_.W....__._W................_......_.... __...._....... _... _.... ........__._._.______...__.._..... _......... ..._._._...._.... _....... ....._.......... ..... __....... -................ 22363.9 Fiberglass Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites .. _.._..............._...._........._.__...__...._.......... �..... _...__. _ ... Limits of Use > Certification Agency Certificate Approved for use in HVHZ: Yes FL22363_R2_C_CAC _NI013717.18-R1.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida I FL22363_R2_II_FLO188.df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures j Created by Independent Third Party: listed. 12'-0" x 8'-0" max nominal size. Hurricane protective i Evaluation Reports system required in HVHZ, but not in the Wind Borne Debris FL22363=R2=AE=514007A.pdf Region. See DWG-MA-WL0188 for details. FL22363 R2 AE 514011A.pdf I Created by Independent Third Party: Yes 22363.10 Fiberglass Side -Hinged Door Unit 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use 1 Certification Agency Certificate Approved for use in HVHZ: Yes FL22363_R2_C_CAC_NI013717.08-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No ; 05/31/2021 Design Pressure: +40/-40 ; Installation Instructions Other: Evaluated for use in locations adhering to the Florida j FL22363_R2_II_FL0190.p9f Building Code, including the High Velocity Hurricane Zone, and ':. Verified By: National Accreditation & Management Institute where pressure requirements do exceed the design pressures ji Created by Independent Third Party: listed. 12'-0" x 8'-0" max nominal size. Hurricane protective Evaluation Reports I system required in HVHZ and the Wind Borne Debris Region. FL22363_R2_AE_514007A.pdf See DWG-MA-WL0190 for details. FL22363_R2_AE_514011A.pdf Created by Independent Third Party: Yes 22363.11 Fiberglass Side -Hinged Door Unit 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Sidelites ._..... _._........_...........___._.__....__._.._i.._.._........... _..._.._.._._..___._..____..___.._.__ __._._._..__._._.-__..____..........................__.............._.........___....._...._...... https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6mg°/a2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 3/5 3/22/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. 22363.12 € Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WL0196 for details. Certification Agency Certificate FL22 _R2_C_CAC_NI013717.09-R1.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL0196.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514007A.pdf FL22363_R2_AE_514011A.pdf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363_R2_C_CAC_NI013717.09-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL0196. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514007A.pdf FL22363_R2_AE_514011A.pdf Created by Independent Third Party: Yes 22363.13I HPC Fiberglass Side -Hinged Door ; 8'-0" Glazed I/S or O/S Single or Double Door w/ or w/o ! Unit i Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +47/-47 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and in the Wind Borne Debris Region Door top rails stamped "HPC". See DWG-MA-WL0192 for details. 22363.14 i HPC Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. Door top rails stamped "HPC". See DWG-MA-WL0191 for details. Certification Agency Certificate FL22363_R2_C_CAC_NI013717.07-Rl.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL0192, pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_B2_a_514007A.p_df FL22363_R2_AE_514011A.pdf Created by Independent Third Party: Yes 6'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22363_R2_C_CAC_NI013717.02-R1.pdf Quality Assurance Contract Expiration Date 05/31/2021 Installation Instructions FL22363_R2_II_FL0191. pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363_R2_AE_514008A.gd FL22 _R2_AE_514012A.pd Created by Independent Third Party: Yes Rack ,7tr Contact Us :: 2601 Blair Stone Road, 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 electronic 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: eC mac._ Em '+t t'tSI�It t iil.'I`Itlt,yw https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2fK8XPOv7Ro8yOHRg6J4gMSl%2b6PsUbsDh5sB24Q%3d%3d 4/5 b,. �d , . 1-1fl , MASONITE FIBERGLASS DOOR UNIT 6'-8"DOUBLE DOOR WITH / WITHOUTS 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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (WHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTE14 IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION . FACING. LITE FRAME . SELF. IGNITION TEMP = ASTM D.ii72- 5'!"F > 'F 842 - > 650 j RATE OF BURNING I ASTM D635 56 IN MIN IN/MIN ISMOKEi t 70.2% TENSILE RIFF I l.ax 6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): TEST DESCRIPTION DESIGNATION RESULT Ls RATE OF BURNING I ASTM D635 OO IN ,MIN SMOKE. AM D2843 39.0 1 TENSILE STRENGTH. �ASTM D 6 ��t 3.6%..RE COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 WITH SIDELJTE 149' MAX OVERALL FRAME WIDTH 21 " MAX 36.375' MAX. D.L.Q. PANEL WIDTH W/A-STRAGAL _j ci . ................ 37.5" MAX. FRAME WIDTH FPT*M � a. . 00U-) C)p cn oxxo 1 149- 1 :mo'-07 --sa. j—+ 50.0 1 N/A __r-;�_25.0 Z25.0 L±±qO -40-0 scl-; N.T. S, 4�r �e 4f,,jq — TABLE OF CONTENTS o 81, sws cw By. VATIONS & GENERAL NOTES KURT BALTHAZOR — NG MD, LOCATIONS & DETAILS FLORIDA P.E. DWG-MA-FLO187 LOCATIONS & DETAILS #56533 ------ - - ----- SHEET 1 OF 3 1-1 1 3" !t Mn t SEE DETAI "G" M 3" 1.482' P�m •THRESHOLD. EE DETAIL C. 6` ASTRAGAL RETAINER BOLT HOLE #10 x 5/8" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #10 x 5/8STRUCTURE DEEP ENOUGH " — # 10 x f " DETAILa .. "E" ASTRAGAL FOR A 1.375" THROW n # 10 x 2— t /2" ATTACH ASTRAGAL RETAINER BOLT AiL "F" ASTRAGAL a # 10 x 1 " STRIKE PLATE TO FRAME " Q #10 x 5/&" AS SHOWN. a D DETAIL "C" Dnoaue mm sRiVINEWD occortAmc WSM .W24' HW 9TA&M7rouv - Dea .M rstu(w i-iovi) (off sKxMdry(votk) aiz4• �AarRown>m .mzs• m. our �r sWXRoIED —.mza• m" i/r ■Tc ^ W 0.962"� � � IE c� a T'--. �, �■ DDM „, oar w BUMPER O/S THRESHOLD �eme '�° m> 7 � ¢ o DBCAr. GWING D I HUT y T +--mza^ Tom. A 2 ��.. aLTFRk TE GLA7ING DFT'A&. � w¢r-f--.mzr ,Fyv. l IMPACT. RA D eSS Po x 1-1/2• rMs IMPACT T RAT,MQ"�`� 1 ie x ,- Rs oATe 4 26 17 1.75" - 1.047" 1.437` Mm WELTi� .?. ,'. irr ■ic ¢ - SCALE N.T.S. aAslo� MDT My �/r emMAMMOR MG. BY..SWS +.. T T = ;� �« �: HIGH DAM. O/S THRESHOLD' T4 O, S -THRESHOLD 1 A�IN� DE7g� oR"""c "°•: -- FICALNON-IMPACTI DE AI�R_NATF.)s(gZ1N(:y QL16L DWG-MA-FL0187-1 NDN-JMPACT Gtac�' _. — ...... smm 2 of 3 SEE DETAIL "C" SHT. 2 �,�y �e{M� Atkletdt t(o NAM lydMl rwl. Uri �� kTiACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOAAS, 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, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIMMUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1 /2". 2. ANCHORING INTO STEEL STRUCTURE 'MUST BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. + 3" b N o a SEE DETAIL E r "D" SHT. 2 •� IR W o � HA_.SCHE_ DUI F. 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. -- - J—_— —LLe.. _.... 1M2N" 2 4" X 4" FULL MORTISE BUTT HINGES 0.25" MAX 1-XI/2- CORRUGATED ,#10X2" WOOD SCREW (,,,• SHIM 3" FROM EACH END 6 FROM EACH END 1.25" 1 AND 7" OG AND 12" OC CL —� L MIN 0.25" AC RY IC -. t SHIMMLATX TYPICAL MASONRY CL -I I. ACRYLIC CAULK ICI I ANCHOR INSTALLATION +,�.: CAULK_CL 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD MIN ,.. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 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 155 LBS. 11AX >HIM TYPICAL WOOD BUCK ANCHOR INSTALLATION (3W06€ SCREWS EACH END INTEGRAL WOOD MULLION (CHS) (4) #10X2-1/2- WO D SCREWS EACH END fiA-. INTEGRAL WW MULLION (CHS) THIS INST UMENT PREPARED BY: Name: ►/� Address: T IF NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: ;aq'- q ��$t1111111111111111 n11lift GRANT NALOYr SEMINOLE COUNTY CUR'!', OF CIRCUIT COURT & COMPTROLLER BK 911C► F'9 684 (1F'3;) CLERK'S r 2131gi14ii471 RECORDED ii4/12/21_i1J 03:38: �9 F-11 RECORDING FEES $lo.iiC► RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMA Name and address: Interest in property: OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: (�Name: _�WC -) -k-kbA� l^2 J fLS Address: Tp0 �0)( -I n qct � 0 � - X` �'j 59 ! 5. SURETY (If applicable, a copy of the payment bond is attached): Name: 6. LENDER: Address: Phone Number: Phone Number: Amount of Bond: 7. 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)(a)7., Florida Statutes. 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1 Xb), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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. VL4 Zc5/es (S' ature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Officer/Director/Partner/Manager) StateofD,�jD County of 5M\I\.'%Lt-- /qry The foregoing instrument was acknowledged before me this day of 20 by - Who is personally known to me ❑ OR Name of person making statement who has produced identiffcation�? type of identification produced: MEGAN SULLIVAN tt+ MY COMM #GG130154 EXPIRES: AUG 01, 2021 Bonded through let State Insurance E Notary Signature