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584 Red Rose Ln; 18-3953; SCREEN ROOMriCITY OF FORD FIRE EPARTMENT Building & Fire Prevention DivisionS ` PERMIT APPLICATION Application No: Documented Construction Value: $ 1250.00 Job Address: 584 Red Rose Ln. Sanford, FL 32771 Historic District: Yes Nov Parcel ID: 21-19-30-510-0000-2330 Residential Commercial Type of Work: New[] Addition Alteration Repair Demo Change of Use[] Move[] Description of Work: SCREEN INSERT AT REAR LANAI Plan Review Contact Person: Karenza Hill Phone:407-363-9800 Fax: Title: Permit Tech Email: karenza@silvertrend.us Property Owner Information Name Taylor Morrison of FL INC Phone: 407-629-0077 Street: 151 `Southall Ln. Ste 200 Resident of property? NO City, State Zip Maitland= FL-32751 Contractor Information; Y1 Name. Jose Jullo Da Silva ... - Phone: 407-363=9800.__: Street: 1710 Premier Row Fax: City, State Zip: Orlando, FL 32809 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: SCC131149963 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: 6th 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities•such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property ofthe 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. t Kgnafure of /Agent Date Pr O r/Asent's Name signat e ofNotar - at orida Date SPpl- * -tY:;.' rosona PAOLAANDREAVELAZQUEZ MY COMMISSION# GG 153206 EXPIRES: February 19, 2022 ndedThru Notary Public UrKWwriUtrs Owner/Agent i y nown to e or Produced ID Type of ID A, Date T. izv,,4 Agent's Naf e il ofNotary -State of Florida Date ROM4.y PAOLAANDREA VELAZQUEZ MY COMMISSION # GG 153206 EXPIRES: February 19, 2022 Bonded ThN Notary Public UnderwritmContractor/Ag r 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 # of Heads APPROVALS: ZONING: .I3.20/3 UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: Ok f9-1H5g64 Sc.-dio- /oii-to-1-1 go, 7'ca /4r1.a: as Revised: January 1, 2018 Permit Application REQUIRED INSPECTIONON SEQUENCE Address: i alumBY16 c; PIRP.M. , j MIln max II s e ll®n @sc Il Il®IIIl. Footer / Setback Stemwall Foundation / Form Board. Survey Slab /' Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing '' `ldalls- Sheathing , Roof RoofDry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof J: Final Stucco /,Siding Insulation Final Final Utility; Building Final Door j Final Window - Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo !, Final Single iFamil'y Residence Final. Building Other F Minn Max Insiner-dorm IlDescriDtion Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max EMO ns nec n® Descrn2 n®n w sm m-mmssrusm ss Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max- llmecti®IlIl JlDescrIlj D ll®n Mechanical Rough Mechanical. Final P .7 I 1Inffi NJC s ti1 rms ectionn. pDescrn floe Gas Underground Gas Rough Gas Final REVISED: June 2014 9/13/2018 SCPA Parcel View: 21-19-30-510-0000-2330 Proper Record Card P Parcel: 21-19-30-510-0000-2330 sraxa+oxtoouwrv.tx4Fa Property Address: 584 RED ROSE LN SANFORD, FL 32771 Parcel Information l Value Summary Parcel 21-19-30-510-0000-2330 Owner(s) TAYLOR MORRISON OF FL INC Property Address 584 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District SI-SANFORD DOR Use Code 00 VACANT RESIDENTIAL Exemptions 40 40 40 40 40 40 0 231 232 233 234 235 236 N O N O O O O O O 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market Cost/Market Number of Buildings j 0 0 Depreciated Bldg Value Depreciated EXFT Value i Land Value (Market) 40,000 26,050 Land Value Ag Just/Market Value " 40,000 26,050 Portability Adj - Save Our Homes Adj 0 0 Amendment 1 Adj 0 — P&G Adj - - 0 0 ` - Assessed Value 40,000 I $13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 233---------- - - - - - - - - - - - THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund ( $40,000 1 $0 1 $40,000 Schools $40,000 0 1 $40,000 City Sanford $40,000 0 40,000 SJWM(Saint Johns Water Management) $40,000 1 $0 1 $40,000 County Bonds $40,000 0 40,000 Sales Description Date Book Page Amount Qualified VanJlmp No Sales FirttJ Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT j 1 40,000.00 $40,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://parceldetail.scpafi.org/ParcelDetailinfo.aspx?PID=21193051000002330 1/2 9/13/2018 https:/twww.hyphensolutions.com/MH2Supply/Orders/OrderDetail.asp?order id=l25190523&page_tab=1&list_view=8&msg=&sessid=D... Home Ordrersrg Inspections Reports Manager i l r • Order Management Orders Receive Order Received To Do Pending Approval Complete Alerts Unread Note. Cancellations Reschedules Change Orders Over Shipped Orders Pending Back Charges Sign Out Taylor Morrison Florida - Orlando Division Silver Trend, Inc. Karenza Hill Help Order Information Additional Views Builder's Account 739904544 Order Type: Purchase Order View Schedule Number: View Document Builder's Order Number: 16612201_018296 Order Status: Received View printable Builder Status: Permitemit Not Available NumJob: View Builder Format 000233 584 Red Rose Lane View Job ORtLons Job Start Date: 7/13/2018 EPO's Created For Job Completed Back Charges Cancelled Back Charges Detail Notes History Change Requests Options Pending Reschedules Job Address Billing Information Shipping Information Pending Change Orders 584 Red Rose Lane Thombrooke 40s 000233_584 Red Rose Lane Sanford, FL 32771 2600 Lake Lucien Drive 584 Red Rose Lane Additional Links Suite 350 Sanford, FL 32771 Manual Order Entry Plan / Elevation / Swing: Maitland, FL 32751 Order Search G302123043 (ANASTASIA (Darlington)) / See Start Contact Information: Builder Complete N/A Contact Information: Andy D'Ambmsio Cleanup 407) 629-0077 407) 467-9302 Transmitted Orders List Subdrvlsion / Phase: kcarterp. gylomrorrison.com ad'ambrosioC. ormorrison.com Thombrooke 40s - 16612201 / Phase 0 Show Jobs With Active Orders Lot / Block: To Do Calendar 000233 / **N/A** Supplier Order Information Supplier's Order Number: MISSING PERMIT FEE Q0U Task Filter. KH 9/13 Detail Task: Screen Install 133415 [16612201_018296 R] Requested Start Date: 12/10/2018 Acknowledged Start Date: 12/10/2018 Note to Builder: -- ---- 0 CC Me on Acknowledgement Builder SKU Description Order Received CONTRACT Screen ErxJosure with out 1 Kidcplate Lanai O Indicates a Required field I Home I Sign Out I Copyright © 2000 Hyphen Solutions, U.C. All Rights Reserved. SID: COWebP06 Update Supplier Info End Date: 12/10/2018 End Date: 12/10/2018 UOM Unit Price Total 0 EA $842.00 $842.00 Subtotal: $842.00 Tax: $0.00 Total: $842.00 Select an action — ' I Update https://www.hyphensolutions.com/MH2Supply/OrderslOrderDetail.asp?order%5Fid=l25190523&page%5Ftab=1 &list%5Fview=8&msg=&sessid=D2B4... 1 /1 p4 R RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY a bpr COD WE STATE OF FLORIDA DEPARTMENT OF BUS'INESSoAYN=D=PROFESSIONAL REGULATION a4nv -- , CONSTRUCTIONLIN; LICE,NvI,NG BOARDnUSTRI( UNDERTHESPECIALTYSTRUGTURECONTRACn2110HAEREEIIN480, RTIFIED THE PROVISI' j OF CH:A.PTER 489 LORID,A TATUTES III V:NERTRE,ND 1lo%4n.EM I"ERIn% yam` ORL 4ND0 oFP321LP 0 LICERNSEIV f` MiBR: SCC1n31`149'963 EXPIRATIONrD,ATE ,AUG.UST 31, 2020 Always verify licenses online at MyFloridaLicense.com F2 Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. ACOR a c" CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDfYYYY) 11/9/2017 THIS CERTPFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT NAME: Debbie Governale IRA Insurance PFTA10NoEx (407) 838-3445 A/ No: (407)838-3460 498 S Lake Destiny Dr ADDARIESS: dgovernale@lrainsurance. com INSURER(S) AFFORDING COVERAGE NAIC i INSURER National Builders Insurance CompanyOrlandoFL32810 INSURED INSURERB:Old Dominion 40231 INSURERC American Builders Insurance Co 11240SilverTrend, Inc INSURER D American Builders Insurance company1710PremierRow INSURER E : 1NSURERF: Orlando FL 32809-6202 COVERAGES CERTIFICATE NUMBER:17/18 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY MMl00mYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence) 5,000 MED EXID (Any one person) 100,000GLP00301611011/21/2017 11/21/2018 PERSONAL BADVINJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY JECT LOC PRODUCTS - COMP/OP AGG 2,000,000 OTHER: I AUTOMOBILE LIABILITY Ea accident 1,000,000 BODILY INJURY (Per person) B X ANY AUTO ALL OWNED SCHEDULED AUTO AUTOS B2066618 11/21/2017 11/21/2018 BODILY INJURY (Per accident) PPeOr eecdentDAMAGEXHIREDAUTOSXNO Medical payments 2,000 UMBRELLA LIAR EACH OCCURRENCEHOCCURAGGREGATECEXCESSLIARCLAIMS -MADE DED X RETENTION$ 10,00 VHB 0160053 06 11/21/2017 11/21/2018 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PRO PR IETORIPARTNERIEXECUTIVE STATUTE ERHX E.L. EACH ACCIDENT 1,000,000 D OFFICER/MEMBER EXCLUDED? Mandatory In NH) NIA gCV 0138861 04 12/31/2016 12/31/2017 E.L. DISEASE - EAEMPLO YE 1,000,000 E.L. DISEASE - POLICY LIMIT 1 $ 1 000 000Ifyes, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) 614 3119 [•I_rr : L•11 • I :I City of Sanford P.O. Box 1778 Sanford, FL 32772 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Delaney/DEDWAR // t _-J /_0 46_ P OO 1988-2014 ACORD CORPORATION. All rlgnts reserveo. ACORD 25 (2014/01) INS025 (201401) The ACORD name and logo are registered marks of ACORD SEMINOLE COUNTY MULTIJURISD1CTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 9/17/2018 I hereby name and appoint: KarenZa Hill an agent of: Silver Trend Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor Or The specific permit and application for work located at: 584 Red Rose Ln. Sanford, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Jose Julio DaSilva State License Number: SCC131149963 Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this 20 . by who has produced and who did (did not) take an oath. Signature of Notary Nut.iy Su ) day of who is personally known to me or as identification Print or type Notary name Notary Public - State of _ Commission No. My Commission Expires: ry Z mn ur- o0 r- M m imp.. . in OD O cn mm n Z0D D cn m D m cn D 0 m m z REVIEWED POR CO E COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERRSINPLANS, EQUIRING TI CONSTRUCTION OR VIOLATIONS OFTHIS CODE RECORD COPY N w LL C 9 p O PAR, ti i8-3953 N DOOR TBD N x 2x3 UPRIGHT N 1 x2 0 I 8 _4 - 4 .. G 0 4 Contractor Name and Address Project Name and Address Subdivision m Thombrooke These plans are in compliance with the 6th edition, 2017 Florida Building Code, and the Aluminum Association of Florida Standards NILIVER TREND 1710 PremierRow, Orlando, FL 32809 Office: (407) 363-9800 Fax: (407) 985-2815 Email: SilverTrend@cfl.rr.com TAYLOR MORRISON LOT 000233 584 Red Rose Ln. Sanford, FL. 32771 Date 09/14/2018 Scale UNLESS NOTED AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies Homeowner: Taylor Morrison Designer: Alexander Medina Site Address: 584 Red Rose Ln. Sanford, FI. 32771 Builder: Silver Trend Inc Date: 9 / 14 2018 AAF Guide as Referenced by: F.B.C. B 2002.4.1 & F.B.C. R 301.2.1.1.1 Ultimate Wind Speed 140 mph Nominal Wind Speed mph Overall Dimensions: Length: 9-0 14'-4° g (ft) Width (ft) Exposure: B C D Structure is attaching to: conc block Height @ Attachment: 8-2 (ft) Attaching to: Concrete Lumber Other Overall Height 8'_4.. (ft) Walls Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: 4._5.. Span 7'_0" Select 2x2 B) Select Column: (Table 302_page ) Load Width: 4'-5° Span $._2.. Select 2x3 Chapter 3 - Screened Walls & Balconies- Exposure B ac a 0 w 0 Agoarable Spans for Posts in Screen Walls stet Supporting a v Na z_ JQ W O O Vl N_ Wa 3 W The number in parenthesis denotes load condition for walls not supporting railing. For walls with raging the default is load condition 2 r- 0 3 z O WJ z 0 WU 0 a m O a z o The number in parenthesis denotes load condition for walls not supporting raping. For wails with raging the default Is load condition 2 N D G' 0. OU Page 3B -11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Roots; APl0. Table 3tY2c ABoterabutEr Spans for lTrts bl Screen f aQr /Wt S7ggpnrt6rg I?a rg/Qrs s (For Girts Supporting Raipng/(lrards use Table 301) RESIDt311f1AL O2 COMMERCIAL] For Wind Zone 130 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 12.1 Alloy, 6005T5 / 6061T6 Post S d d Width Extrusion/Section 4'-0' 4'-6' 5'-0' 51•6' 6'-0' 6'-6" T•0' T•6' 8'-0' 2X2X.046' Hollow 5-11"(1) 6'-8'(1) 6'-6'(1) 6'-3"(1) 5'-11"(1) 5'-8"(1) 5'-5`(1) 5'-3'(1) 5'-1'(1) 3X2X.OSOHollow ' T-6"(1) 7'-0'(1) 6'•8'(1) 6'•4'(1) 6'-1"(1) 5'-9'(1) 5'-6'(t) 5'-4'(1) 5'-2'(1) 2X2X. 046' Self -Mating Snap T-r(1) T-3'(1) T-0'(1) 6'-10'(1) 6'-T(1) 6'-5'(1) 6'•3"(7) 6'-0-(t) 5'-9"(1) 2X3X. 050"Hollow 9'-6'(1) 9'-2'(t) 8'-10'(1) 8'-6'(1) 8'-1'(1) 7'-10"(1) 7'-6'(7) T-3'(1) 7'-0"(1) 2X3X. 046' Self -Mating Snap 10'•4"(1) 9'-11"(1) 9'•7'(1) 9'-4'(1) 9'-1•(1) 8'-10"(1) 8'-7'(1) 8'•3'(1) 8'-0'(1) 2x4X. 050" Hollow 1Y-1"(1) 10'-10•(1) 10'-4'(1) 9'-10"(1) 9'-6'(1) 9'-2'(1) 8'-10'(1) 8'-7'(1) 2X4X. 050' Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1"(1) 11'-7"(1) 11'-1"(1) 10'-7'(1) 10'-3'(1) 9'-11`(1) 9'-7"(1) 2X4 Self -Mating Beam 10'-11`(1) 10'-4"(1) 9'-10"(1) 9'-4`(1) 8'-11'(1) 8'-7'(1) 8'-4'(1) 8'-0'(1) T-9"(1) 2x5 Self -Mating Beam 13'-10'(1) 13'-1"(7) 12'-5'(1) 11'-10'(1) 11'-4"(1) 10'-10"(1) 10'-6"(1) 10'-1'(t) 9'-10'(1) 2X6 Self -Mad Beam 15'-6"(1) 14'-7"(1) 13'-10'(1) 13'-3'(1) 1r-8'(1) 1Y-2"(1) 11'-9"(1) 11'-4'(2) 10'-11"(2) 2X7 Self-Matl Beam 17'-7"(1) 16'-7"(7) 15'-8`(1) 14'-11"(1) 14'-4'(2) 13'-9"(2) 13'-3"(2) 12'-10"(2) 12'-5'(2) 2X8 Self-MatI22 Beam 28'-3"(2) 27'-2'(2) 26'-3"(2 25'-5'(2) 24'-8" 2) 23'-10'(2) 22'-11'(2) 2r-2'(2) 21'•5'(2) AOowable Spans for Posts Screen Wags Mot Supporting Roofs; AWq, Table 302 AA7 for l2rts n Screen6Year Rbt Sr¢pnvntbfg RaAirg/Qrards (For (grts Supporting Raittng/(rards use Table 307) RESI Yf1AL OR OQ1i81fERgAlj For Wind Zone 140 mph Exposure Catego rce y B For Screen Mesh: 18/14 Windload Design Pressure: 14.3 Alloy: 6005T5 / 6061T6 Post S drn d Width Extrusion / Section 4' • 0' 4' - 6' S' - 0' S' - 6' 6' - 0' 6' - 6' 7-0- T - 6' 8' - 0' 2X2x. 046" Hollow 6'-7'(1) 6'-4'(7) 6'-t'(1) 5'=9'(1) 5'-6"(1) 5'-4'(1) 5'-1'(1) 4'•11'(1) 4'-9"(1) 3x2X. 050 Hollow • 6'-10'(1) 6'-6'(1) 6'-2'(1) 5'-10'(1) 5'-7'(1) 5'-5'(1) 5'-2'(1) 5'-0"(1) 4'-10'(1) 2X2X. 048' Self -Mating La Snap 7'-Y'(1) 6'-11'(1) 6'-6'(1) 6'-5'(1) 6'-2'( 1) 5'-11'(1) 5'-9'(1) 5'-0'(1) 5'-4'(1) 2X3X. 050" Hollow 8'-11"(1) 8'-7`(1) 8'-2'(1) T-9'(1) T-5'(7) T-2•(1) 6'•11•(1) 6'-8'(1) 6'•5'(1) 2X3X. 046' Sett•Mati Snap 9'-9"(1) 9'-5"(1) 9'-1'(1) 8'-10'(1) 8'-6'(1) 8'-2"(1) T-10'(1) T-7`(1) T-4"(1) 2X4X. 050" Hollow 11'-1'(1) 10'-6"(1) 91•11'(1) 9'-6'(1) 9'-1"(1) 8'48"(1) 8'-5•(1) 8'-1'(1) T-10'(1) 2x4X. 050' self -Mating snap 1t-5`(1) 11•-9•(1) 11'-1'(1) 10'-T(1) 10•-2'(1) 9'-9`(1) 9'-5"(1) 9'-1'(1) 8'-10"(2) 2X4 Self -Mating Beam 10'-1'(1) 9'-6•(1) 9'-0"(1) 8'-7•(1) 8'-3'(1) T-11'(1) 7'-7"(1) 7'-4"(1) 7'-2'(1) 2X5 Self -Mating Beam tY-9'(1) 11'-11"(1) 11'-5"(1) 10'-10"(1) 10'-5'(1) 9'-11'(1) 9'-7'(1) 9'-3"(1) 8'-11'(2) 2X6 Self -Mating Beam 14'-3"(1j 13'-5'(1) 12'-9'(1) 12'-2'(1) 11'-8"(1) 11'-2"(2) 10'-9"(2) 10'-5"(2) ffifl 2X7Self -Mating Beam 1G-1'(1) 15'-2"(1) 14'-5"(2) 13'-9'(2) 13'-2`(2) 1Y•8`(2) 12'-2`(2) 11'-9'(2) 2X8 Self -Mad Beam Z6'-B'(2) 25'-8'(2) 24'-9'(2) 23'-9'(2) 2r-9'(2) 21'-10'(2) 21'-1"(2) 20'-4"{2) ra ra Chapter 3 - Screened Walls & Balconies S31V1d d0l V W01108 SS311H93H TIVM = WdS 1,SOd 1H90H TIVM o aan muLLs 1SOH J Z z 3 1 NR ``\ in ; ;;\ gin d Wa 3 01 W z a o z 0 J 0 O\ z \ z\ O 9 Ix 00 uj M > LuIx W W m \ RK s 0 LLI rq Q: 3an an 1SOH Page 3 - 3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 v-1 W rl W X im Chapter 3 - Screened Walls & Balconies 2 OB @ PERIMETER IR EFER TO NOTE #1- j I I PICKETS MAY BE i- SQUARE I I (ISN# 5) AT 4-7/8" (Max) O.C. I I I I T 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) X i- X 1/16" ANGLES 2' P8 X 1/2" LONG S.M.S. i PICAL EACH SIDE, TOP 1i X 2 OB 0 PERIMETER ITTO NOTE #1- TH 3 REFERI I 10 S.M.S. FROM E 1Sjq I FACE OF i X 2 OB If W ISCREWSPLINESOF1I 1- EMBEDMENT MI REFER TO NOTE I—# 1- THIS SH LEG NOTE # 1: USE Ya"0 X 3" LONG LAGS INTO WOOD HOST AND YVO X 236" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (V EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER PICKETS MAY BE 1- SQUARE ISN# 5) AT 4-71W (Max) O.C. OR, IA" SQUARE (ISN# 13) AT + 5/8- (MAX) O.C. (SEE FASTENING NOTE BELOW) 1" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH # 10 S.M.S. I" EMBEDMENT NOTE # 2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. PARTIAL ELEVATIONS / 1X2 TO iX2 CONNECTIONS I PICKET FASTENING: *10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR VV PICKET. of AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 4 - # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF GIRT (1- EMBEDMENT MINIMUM) SELF -MATING HORIZONTAL (GIRT) r (TYPICALLY HOLLOW SECTION W/O GUARDRAIL) NOTE #2: IN SCREEN WADS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. I I I PICKETS MAY BE 1- SQUARE ISN# 5) AT 4-7/8- (Max) O.C. JF OR, %' SQUARE (IS1N# 13) I I AT 4-5/8- (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS PICKET FASTENING: #10 SMS BY 1- EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 10 PICKET,1 EACH END FOR 9A" PICKET. ma w AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 m mia Chapter 3 - Screened Walls & Balconies 1- X 1- X 1/8" ANGLES 2' LONG WITH 2 - #10 X IM LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) HOLLOW UPRIGHT 1- X 2-1/40 X 1/8- RECEIVING CHANNEL rGIRT OR CHAIR RAIL I 1 I I I I I I I PICKETS MAY BE 1- SQUARE MN# S) I I I I AT 4-7/8-(Max) O.C.OR, %' SQUARE I I I I I FASTENING NOTE W) O.C. (SEE ( I 4-7/8" O.0 NOTE: IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (1-i/2- EMBEDMENT MINIMUM) SELF MATING POST I I I I PICKETS MAY BE 1' SQUARE (ISN# 5) I I AT 4-7/8' (Max) O.C. OR, VA" SQUARE I I I ( FASTENING NOTE BELOW) O.C. (SEE I CONNECTION W CONCEALED FASTENERS C5 3 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR t 1- PICKET,1 EACH END FOR VV PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies w 1" X 1" X 1/16" ANGLES 2" LONG WITH 2-a X 1/2" LONG S.MS. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) REFER TO NOTE #1- THIS SHEET NOTE #1: USE 3/8" H X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2Y4" LONG CONCRETE 1 X 2 oB C@ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) TO NOTE #1- THIS SHEET 1 X 2 08 0 PERIMETER PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 ka Chapter 3 - Screened Walls & Balconies 2- X r X 1/8' ANGLE EACH SIDE W/ 2 EACH #14 S.M.S. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 BY WIND ZONE NOTE #1: USE 3/8" 0 X 3' LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2A" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 0' EMBEDMENT TYPICAL) SPACING 24' O.C. AND WITHIN 4' OF EACH PERPENDICULAR MEMBER POST END TO HOST FASTENING C8 PARTIAL ELEVATION 0 SCREEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY SH CT C N AND 11 45 END f ENING T10 Tfo.E 302 BY W Off II CH I SCREEcI II 10 SMS X 1-1 G INTO SOLE PLA PICIQ fS MAY BE 1' SQUARE (ISN# 5) AT 4-7/8' (Max) O.C. OR, "A' SQUARE ISN# 13) AT 4-5/r (MAX) O.C. (SEE FASTENING NOTE BELOW) _ A II II X ANGL1#H5ME 14 I A°0 CONCRETE C0 W/r MIN. BEDMENT (FOR DITION 1) POST TO FOUNDATION FASTENING C7 PARTIAL ELEVATION @ SCREEN FACE) 3 KCKE7FASTENING: 010 SF45 IIY r 84BEDKENT MW PMMT SMIN SLM(S); 2 EACH DO FOR 1- PIONFT,1 EACH END FOR i6- PIOCET. PLATE AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 DESCRIPTION AS FURNISHED: Lot 233, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PL07• PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. IOWA AVENUE R/W VARIES) S E P 19 N 89°58'00" E 40.00 J 10 LANDSCAPE dT ALL, FENCE E MT UK jp nSDI/ sum/' /0 SAL ,f1 aN ts.L3o 1980- — — 4>9 ram/ %s 1 ad simu r on 19.80 1 dry' 0 aA, 3.84' 15.7' to COVERED v PATIO 14.3' 5.00" LOT 233 N PROPOSED RESIDENCE MODEL: ANASTASIA 00 2 CAR GARAGE RIGHT O Oe Z\j eO LOT 232 OO 0 O OO LOT 234 0' S5.00' c• ENTRY O of 21.3' 5.00" 16' DRIVE 25.20 5.20' 10' UTIL. ESMT. WALK g`L ON LOT AREA CALCULATIONS: 10 LOT = 4,800 SQ.FT. LIVING = 1,467 SQ.FT. GARAGE = 455 SQ.FT. ENTRY = 71 SQ.FT. N 89e58'00" E LANAI 139 BREEZEWAY= N/A SQ.FT. SQ.FT. 40 00 DRIVEWAY = 403 SQ.FT. A/C PAD = 18 SQ.FT. LAND' WALKWAY 70 IMPERVIOUS- 54.6 SO -FT. RBERO).S' 2,678 SQ.FT. 50' UTILITY & ACCESS R/W) TRACT I SOD = 2178 OFF C SQ.FT 0 R/W = 440 SQ.FT. O APRON - 112 SOFT. Q PROPOSED = FINISHED SPOT GRADE ELEVATION PLOT PLAN ONLY* SIDEWALK = 200 SQ.FT. PER DRAINAGE PLANS V'-ft PROPOSED DRAINAGE FLOW BUILDING SETBACKS: FRONT = 25' NOT A SURVEY) SOD = 128 SOFT, AL— LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN AREA = 5,240 SQ.FT. PROPOSED F.F. PER PLANS = 23.1" SIDE = 5.0" BASED ON SUPPLIED PLAN DRIVEWAY = 515 SQ.FT SIDE CORNER 10' AND/OR INSTRUCTIONS PER SIDEWALK - 270 SQ.FT PROPOSED GRADE PER CONSTRUCTION PLAN ++ CLIENT NOT FIELD VERIFIED SOD - 2,306 SQ.FT. CRUSENHEYER —SCOTT do ASSOC, INC. — LAND SURVEYORS LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P I PUT PDL. • POINT ON LIE L TTOO• NOTES., DOM HEREBY CERRFY THAT THIS SURVEY MEEFS THE STANOARDS OF PRACTICE SET FORTH BY THE FLORIDA MAW OFP. IR RrmONDPIPE PPj REVERSE CURVATURE DOI R® P.C.C. POINT COMPOUND CURVATURE RAIL RADIAL 1. THE UNDERSGNED pR ONAL SURVEYORS ANO CLAPPERS IN CFNPTER 5J-17 FLORIDA ADWNISRTA7NE CODE PLYNSNFIT TV SECTION 472.027, FIDRILN STATUESWITHSURVEYORSSIGNATUREANDDMGILALRAISEDSEV,. THIS SVRVEY MAP OR COPIES ARE NOT VALID. GKSET LL CONCRETE 1QUMEHT 1/E• IR •/DLB 4596 NR. lO-PADIAL 2. UNLESS EMBOSSED RE57fOCDONS1THISSURVEYWASPREPAREDFROMTITLEDIEMIATTONFURNISHEDTOTHESURVEYOR. THERE MAY BE OTHER REC. P.O.B. RECOVERED VP. VITNESS POOR POINT IF BEGINNING CALL CALCULATED OR EASDAENS THAT AFFECT THIS PROPERTY. A NO ROB p1PR0VO ANTS HAVE SEEN LOCATED UNLESS OTHERWISE SHOWN. PAC. POINT OF CDNIEICEEM PRIM • PERIN M R[FERENCE MORDENT FF. . FINISHED FLOOR ELEVATION 5. TMS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CEMIFIED TO AND SHOULD NOT BE RELRD UPON BY ANY OTHER ENTITY No SK BSL. BUDDING SETBACK LIE B, MOF- 0NS SHOWN FOR THE LOCATION OF WPROVEMEN15 HEREON SHOULD NOT 8E USED /0 RECGbTR1ACT BOUNDARY LINES R/ V RIGHT-OI-WAY IN : BENCHMARK 7. SEARIO ARE SAM ASSUMED DATUM AND ON THE LINE SHOWN AS 84SE BEARING (8.8.) ESKTL. EASEMENTBASE BEARING 8. E.EVATIONS, IF SHOWN ARE SAM ON NATIONAL GEODERC QAn Al OF 192B. UNLESS OTHERWISE NOTEDDRA. DRAIDT>i B. CERTIFICATE OF AUTIDRMATION W 450& VrCHAINLINKN'tcE WUM V= FENCE RVATUE SCALE - /' — 20 DRAWN 8Y: "'D. ORDER p,GP. T. OF CUCONCRETE POINT ff TANGENCY CERTIFIED BY. DAB N0' —_ DESC. RDESCRIPTION RADIUS ARCLOAMPLOT PLAN 05-21-2018 3221-18 L DDELTA CJL CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN — THE ESTABLISHED 100 YEAR FLOW PLANE AS PER FIRM' TOM RUSENM R.LS. / 4714 ZONE X. MAP / 12117C 0055 F. JAMES • SCOTT, S l 4801