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464 Rocky Grove Ln; 18-3954; SCREEN ROOMyCITY OF nfi FORD FIRE OEPARTMENT_ Building & Fire Prevention Division 2018 PERMIT APPLICATION Application No: 1 Documented Construction Value: $ 1252.00 Job Address: 464 Rocky Grove Ln. Sanford, FL 32771 Historic District: Yes Nolz Parcel ID: 21-19-30-510-0000-2820 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 l?ro er • NO' P _t a City, State Zip: Maitland, FL 32751, Contractor Information:,'y Juoo 40T=363=9800Nameone: y . Street: 1710 Premier Row City, State Zip: Orlando, FL 32809 Name: Street: City, St, Zip: Bonding Company: Address: Fax: 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: 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 ofthis 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 ofthe 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. ure of O Agent Date Pr' O er/Agent's Name ure of Co r or/ Date Print Coatr2>ator/Agent's Name Z Nl tigYdq PAOLAANDREAVELAZQUEZ / ;giR^Y PAOLAANDREAVELAZOUEZ J .,= MY COMMISSION # GG 153206 l/ #. MY COMMISSION # GG 153206 A o` EXPIRES: February 19, 2022EXPIRES: February 19 2022 a! AR {,tq`' BondedThru Notary Public Uodetturiters Bonded ThN Notary Public Urtdetwritera Owner/ A en is ersonally Known to Me or Contractor/Agent is ersonally Known to Me 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 9 `! ,.013 UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: q' COMMENTS: Ole f&n 4g5A;,// scrccn l •n s•cr& 1 - vtt,o- * S Y1 Revised: January 1, 2018 Permit Application 9/14/2018 SCPA Parcel View: 21-19-30-510-0000-2820 Aix..CIA Proper Record Card N P Parcel: 21-19-30-510-0000-2820 nt.aro ceourrr ao Property Address: 464 ROCKY GROVE LN SANFORD, FL 32771 Parcel Information -_- ---- --- - Parcel 21-19-30-510-0000-2820 Owner(s) TAYLOR MORRISON OF FL INC Property Address 464 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 120 120 Legal Description LOT 282 - THORNBROOKE PHASE 4 PB 81 PGS 70-71 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market CostlMarket Number of Buildings 0 — 0 — Depreciated Bldg Value 40,000 26,050 Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value " 40,000 26,050 Portability Adj- 0 _ 0 - - 0 12.784 Save Our Homes Adj Amendment 1 Adj --- P&G Adj - - 0 -.. 0 -- - Assessed Value 40,000 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 Taxing Authority 77777TAssessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools ----- 40,000 0 40,000 City Sanford - - -- - 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds 40,000 0 40,000 Sales Description Date Book Page Amount Qualified Vadlmp No Sales Fired Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $40,000.00 40,000 Building Information Permlts Permit # Description Agency Amount CO Date Permit Date http://parceldetaii.scpafl.org/ParcelDetailinfo.aspx?PID=21193051000002820 1/2 9/14/2018 https://www.hyphensolutions.com/MH2Supply/Orders/OrderDetaii.asp?order_id=125352507&page_tab=1&list_view=8&msg=&sessid=A8... Home Orders Inspections Reports Manager J k_ Silver Trend, Inc. t 1 E Ulr7t L1, s Karenza Hill Order Management Sign Out Help Orders Receive Order Received To Do Pending Approval Complete Alerts Unread Notes Cancellations Reschedules Change Orders Over Shipped Orders Pending Back Charges Taylor Morrison Florida - Orlando Division Order Information Additional Views Builder's Account-739904544 Order View Schedule Number: Type: Purchase Order View Documents Builder's Order Number: 16612201_018302 OrderStatus: Received View Printable Builder Status: Number: Not Available View Builder Format Job: 000282 464 Rocky Grove Lane View Job O tions Job Start Date: 7/3/2018 EPO's Created ForJob Completed Back Charges Cancelled Back Charges Detail I Notes Pending Reschedules Job Address Pending Change Orden 64 Rocky Grove Lane Sanford, FL 32771 Additional Links Manual Order Entry Plan / Elevation / Swing: Order Search G301113283 (MARCO (Amesbury)) / See Star / L Builder Complete Subdivision /Phase: Cleanup Thombrooke 40s - 16612201 / Phase 0TransmittedOrdersList Show Jobs With Active Lot / Block: Orders 000282 / **N/A** To Do Calendar History I Change Requests I Options Billing Information Shipping Information Thombrooke 40s 000282_464 Rocky Grove Lane 2600 Lake Lucien Drive 464 Rocky Grove Lane Suite 350 Sanford, FL 32771 Maitland, FL 32751 Contact Information: Contact Information: Andy D'Ambrosio 407)629-0077 407)467-9302 krarter ylormorrison.com ad'ambrosioCn. ylonnorrison.com Supplier Order Information Suppliers Order Number: f l Task Filter: KH 9/14 — _ Update Supplier Info Detail Task: Screen Install 133415 [16612201_018302 R] Requested Start Date: 9/14/2018 End Date: 9/14/2018 Acknowledged Start Date: 9/14/2018 End Date: 9/14/2018 Note to Builder: 0 CC He on Acknowledgement Builder SKU Description Order Received UOM Unit Price Total CONTRACT Screen Enclosure with out 1 0 FA $868.00 $868.00 lOckplate Lanai O Indicates a Required field Subtotal: $868.00 Tax: $0.00 Total: $868.00 Select an aUpdate I Home I Sign Out I Copyright © 2000 Hyphen Solutions, LLC. All Rights Reserved. SID: COWebP16 https:// www.hyphensolutions.com/MH2Supply/Orders/OrderDetail.asp?order%5Fid=l25352507&page%5Ftab=1 &1ist%5Fv1ew=8&msg=&sessid=A802... 1 /1 SEA4WOLE COUNTY MULTI -JURISDICTIONAL 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: 464 Rocky Grove 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 day of 20 , by who is personally known to me or who has produced as identification and who did (did not) take an oath. Signature of Notary fwlaiy :,e.L:j Print or type Notary name Notary Public - State of _ Commission No. My Commission Expires: REQUIRED INSPECTIONECTION SEQUENCE i lfin' g j, JD1GI G IEDill&mr 1 iIi M x T<n§ fecti®ni IlDescri It I![nn )'I[c Inspection 1(Desc ip 4n® SetbackFooter / Electric. UndergroundStemwail ! Footer / Slab Steel BondFoundation / Form Board. Survey Electric RoughSlab /Mono Slab Pre our T.U.G. Lintel / Tie Beam / Fill / Down Cell Pre -Power FinalSheathingWalls.9 1-.— Electric FinalSheathing , Raof 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 Final Door j Final Window - Final Screen.Room . Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo! Final Single ;Family: Residence Final Building Otherr - Min lax: Inns ection Description Mechanical Rough Mechanical. Final T Max ICns ee a®ffi.l[De c cn i ffi Gas Underground Gas Rough Gas Final m m v m D r U)X m N r00D0m mZ to n RECORD 50 N r - 0 -n 0 y 0 T1 m REVIEWED FOR CODE COMPLIANCE PLANS EXAMIN R 2-S•t nATF D Q D 1 x2 D iv iv Da 7 m 71 m z O cn n D r m N z v DO OW m 0mp m zOmD imm ZVD D D=m cn Dl7 m m z VILDl v SANFORD m D mo" ARTM a < 18-3954 1x2 rn N D XW D 8'-4" SANFORD BUILDING DIVISION 1 x2 n A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE. CANCEL. ALTER OR SET 8'-4" ASIDE ANY OF THE. PROVISIONS OF THE TECHNICAL m CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER rn REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE rm03m D e D m x 1x2 N N 2x3 UPRIGHT N b DOOR TEID Nv C Q N 2x3 UPRIGHT N 1 X2 N D A 8'-4" ur Contractor Name and Address Project Name and Address Subdivision CD Thombrooke These plans are in compliance with the 6th edition, SLVER RIEND TAYLOR MORRISON Date2017FloridaBuildingCode, and the Aluminum LOT 000282 Association of Florida Standards 1710 Premier Row, Orlando, FL 32809 464 Rocky Grove Ln. 09/14/2018 Scale 1/4'=1'-0" Office: (407) 363-9800 Fax: (407) 985-2815 Sanford, FL Email: SilverTrend@c0.rr.com 32771 UNLESS NOTED f AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 464 Rocky Grove Ln. Sanford, FI. 32771 Ultimate Wind Speed 140 mph Builder: Silver Trend Inc Date: s / 14 / 2018 Nominal Wind Speed mph Overall Dimensions: Length: 16'-0" ( ft) Width (ft) Structure is attaching to: conc block Height @ Attachment: 8-2 (ft) Attaching to: Concrete Lumber Other Overall Height $._4.. (ft) Walls Supporting Guard Rai/ A) Select Girt : (Table 301_page ) Load Width: Span B) Select Column: (Table 302_ page ) Load Width: Span Sel Walls Not Supportina Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 6'_8.. Span 7._0.. Select 2x2 B) Select Column: (Table 302_page ) Load Width: 6._8.. Span 8._2.. Select?x3 Exposure: B C D Chapter 3 - Screened Walls & Balconies- Exposure B a0 o! 0 J0. U. 0 z Albwabk Spans for Pests in Screen Wags Not Supporting Roots; AM a U z JQ Wx 0 O N_ Sd W0. w 0 3 The number in parenthesis denotes load condition for walls not supporting raging. For walls with raping the default is load condition 2 3 z_ rr 0 WJ O x 3 z 0 WU c a iY m O 0 z cThe number in parenthesis denotes load condition for walls not supporting raping. For walls with railing the defaurt Is load condition 2 N C7 Q' 0. 0 U Page 36 -11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1 Table S 0 AbrtredtA9 Spans for [arts 3r Screen INaQr AN Srpoprut gI?efbrg/[3rer+ds (For Guts Supporting Ratting/Guards use Table 301) RFSIDH1tr1AL OR COMMERCIAL] for Wind Zone 130 mph Exposure category B Fw Screen Mesh: 18/14 Windload Design Pressure: 12.1 All . 6005T5 / 6061T6 Past S d d Width Extrusion/Section 4'-0' 4'-8` 5'-0' 5'-6' 6'-0' 6'-6" 7'•0' 7'-8' 8'-0' 2X2X.046' Hollow 6'-11"(1) 8'-8'(1) 6'-6'(1) 8'-3'(1) 5'-11"(1) 5'-8"(1) 5'-5'(1) 5'-3'(1) 5'-1'(1) 3X2X.050Fbllow' 7'-8"(1) 7'-0'(7) 6'-8"(1) 6'-4"(1) 8'-1'(1) 5'-9'(1) 5'-8'(1) 5'-4'(1) 5'-2'(1) 2X2X.046' Self -Mating Snap T-r(1) T-3"(1) T-0'(1) 6'-10'(1) 6'-r(1) 6'-5"(1) 6'•3'(1) 6'-0'(1) 5'-9"(1) 2X3X.050" Hollow 9'-6'(1) 9'-2'(1) 8'-10"(1) 8'-6'(1) 8'-1'(1) 7'-10"(1) 7'-8'(1) 7'-3'(1) 7'-0"(1) 2X3X.046" Self -Mating Snap 10'-4`(1) 91-11"(1) 9'-7'(1) 9'-4'(1) 9'-1"(1) 8'-10"(1) 8'-7"(1) 8'•3'(t) 8'-0"(1) 2X4X.050" Hollow 12'-1"(1) 11'-5`(1) 10'-10'(1) 10'-4'(1) 9'-10'(1) 5-6'(1) 9'-2'(1) 8'-10"(1) 8'-J'(1) 2X4X.050' Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1"(1) 11'-7'(1) 11'-1"(1) la-r(l) iv-r(i) 5-11"(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) 7'-9"(1) 2X5 Self -Mating Beam 13'-10'(1) 13'-1"(1) 12'-5'(1) 11'-10'(1) 71'-4'(1) 10'-10"(1) 10'-6`(1) 10'-1'(i) 9'-10'(1) 2X6 Self -Mating Beam 15'-8"(1) 14'-7'(1) 13'-10'(1) 13'-3'(1) 1Z'-8'(1) 12'•2'(1) 11'-9"(1) 11'-4"(2) 10'•11`(2) 2X7 Self -Matt Beam 17'-7"(1) 16'-7"(1) 15'-8`(1) 14'-11'(1) 14'-4'(2) 13'-9"(2) 13'-3"(2) 12'-10'(2) 12'-5'(2) 2X8 Self•Mati Beam 28'-3'(2) 27'-2"(2) 25-3"(2 25'-5'(2) 24'-8'(2) 23'-10'(2) 22'-11'(2) 22'-2'(2) 21'-5'(2) ABotaable Spans for Posts in Screen Wads 11bt Supporting Roots: APB, Table 302 A 8bA9 for G3i73 67Screen Wass Abt t6rg IPabrgr/Q ards (For (arts Supposing Railirtg/Wnards use Table 301) RESt1 AtrlAL OR OOtYU1f1EkClAll For Wind Zane 140 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 14.3 6005T5 / 6061T8 Post S do lead Width ABotaable Spans for Posts in Screen Wads 11bt Supporting Roots: APB, Table 302 A 8bA9 for G3i73 67Screen Wass Abt t6rg IPabrgr/Q ards (For (arts Supposing Railirtg/Wnards use Table 301) RESt1 AtrlAL OR OOtYU1f1EkClAll For Wind Zane 140 mph Exposure Category B For Screen Mesh: 18/14 Windload Design Pressure: 14.3 6005T5 / 6061T8 Post S do lead Width Extrtaion/Section 4'-0' 4'-8' S'•0' 5'-6' 8'-0" 6'-8' 7'-0" 7'-6' 8'-0' 2X2X.048" Fbllow 8'-T(1) 6'-4'(t) 6'-t'(1) 5'-8`(1) 5'-8'(1) 5'-4'(1) 5'-1'(1) 41-11"(1) 4'-9'(1) 3X2X.050Hollow ' 8'-10'(1) 8'-6'(1) 8'-2'(1) 5'-10"(1) 5'-7'(1) 5'-5"(1) 5'-2'(1) 5'-0'(1) 4'-10'(1) 2X2X.048' Self - Mating Snap 7'-2'(1) 8'-11'(1) 6'-8'(1) 6'-5'(1) 6'-2'(1) 5'-11'(1) 5'-9'(1) 5'-6"(1) 5'-4'(1) 2X3X.050" Hollow 81-11"(1) 8'-2'(1) 7'-9'(1) 7'-5'(1) 7'-2"(1) 6'-11'(1) 8'-8'(1) 8'-5'(1) 2X3X.048' Self - Mali Snap 9'-9'(1) 9'-5'(1) 9'•1'(1) 8'-10'(1) jr-W(l) 8'•2"(1) 7'-10'(1) T-r(1) 7'-4"(1) 2X4X.050' Hollow 11'-1'(1) 10'-8"(1) 9'-11'(1) 9'-6'(1) 9'-1'(1) 8'•8'(1) 8'-5'(1) 8'-1'(1) 7'-10'(1) 2X4X.050' Self - Mating Snap 12'-5'(1) 11'-9'(1) 11'•1'(1) 10'-7'(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) 7'-11'(1) 7'-7'(1) 7'-4"(1) 7'-2"(1) 2X5 Self -Mating Beam 12'-9'(1) 11'-5"(1) 10'-10'(1) 10'-5'(1) 91-11'(1) 9'-7'(1) 9'-3'(1) 8'-11'(2) 2X6 Self -Ma Beam 14'-3"(1) 13'-5"(1) 12'-9'(1) 12'-2'(1) 11'-8"(1) 11'-2"(2) 10'-9"(2) 10'-5"(2) 10'-1'(2) 2X7 Self -Mating Beam 16'-1"(1) 15'-2"(1) 14'-5"(2) 13'-8'(2) 13'-2'(2) 12'-8'(2) 12'-2"(2) 11'-9'(2) 11'-5'(2) 2X8 Self•MatiBeam Firm 25'-8'(2) 24'-9'(2) 23'-9`(2) 22'-9'(2) 211-10'(2) 21'-1'(2) 20'-4' 2) 19'-8'(2) 0lia f l OCOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA o O m w w SIZE VARIES POST SPACING G) 3 3 REFER TO TABLE 304 m HosT sTRucruRE 0 1" X r VER11CAL @ POST/COLUMN C PERIMETER (TYPICAL) 1" X r OB PERIMETER SELECT PER fTVABLE 304 w F 0 C34 CS aiAIR RAIL (GIRT) DESIGNED USING TABLE 301 NOR 304 BY WIND ZONE j C7 O m c d 3 s ?. I = KICKPIATE RAIL (GIRT) 32DESIGNEDUSINGTABLE301 N H Z OR 304 BY WIND ZONE20 S nt S //OPTIONALKICKPLATE/HQGHTVARI6' ..OPTIONALKI HQGlITVARIES iiiiiiiiii. Z FOUND/ATION FOlJNDATiON a F/F/Ox C3 C7 3 3 rn O A s SCREEN WALL ELEVATION {WITHOUT GUARDRAIL NOT SUPPORTING ROOF. v N O Chapter 3 - Screened Walls & Balconies ka 501 2 OB @ PERIMETER I 1 I IIR EFER TO NOTE #1- it it li it II II II j I LCAL 16"ANGLES 2 L04 X1/2LONG S.M.S. T EACH SIDE, TOP PICKETS MAY BE 1" SQUARE ISN# 5) AT 4-7/8" (Mwc) O.C. OR, 3A' SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) NOTE #1: USE Ya"0 X 3" LONG LAGS INTO WOOD HOST AND Ya"0 X 2WO 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 V SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, 'A" SQUARE (ISN# 13) AT 4-S/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) X 1" GUARDRAIL PICKETS ASiENED TOP AND BOTTOM W/ 2 ACH #10 S.M.S. 1" EMBEDMENT OTE #2: IN SCREEN WALLS VITHOUT GUARDRAILS, PICKETS OT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS PICKET FASTENING: *10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 44" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies X 2 OB @ PERIMETER FASTEN PER NOTE #1 4 - # 10 S.M.S. FROM INSIDE FACE OF i X 2 OB INTO SCREW SPLINES OF GIRT (1" EMBEDMENT MINIMUM) SELF -MATING HORIZONTAL (GIRT) TYPICALLY HOLLOW SECTION W/O GUARDRAIL) NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. I I PICKS MAY BE 1" SQUARE ISN# S) AT 4-7/8" (Max) O.C. OR, %" SQUARE (ISN* 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 i X 2 CONNECTIONS PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET,1 EACH END FOR %" PICK. w w AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 0 Chapter 3 - Screened Walls & Balconies 1" X 1" X 1/8" ANGLES 2" LONG WITH 2 - #10 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) HOLLOW UPRIGHT 1" X 2-1/4" X IM RECEMNG CHANNEL r—GIRT OR CHAIR RAIL I I I i I I I I PICKETS MAY BE 1- SQUARE (ISN# 5) I I I I I AT 4-7/8" (Max) O.C. OR, W4- SQUARE I I I I I FASTENING NOTE W) O.C. {SEE 41 I 47/8" O.C.NOTE: IN SCREW WALLS CONNECRON 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 (1-1/2- EMBEDMENT MINIMUM) SELF MATING POST r—GIRT OR CHAIR RAIL PICKETS MAY BE 1- SQUARE (ISN# 5) I I I I AT 4-7/8" (Max) O.C. OR, N4" SQUARE I I I I O.C. (SEE FASTENING NOTE BELOW) I CONNECTION W/ CONCEALED FASTENERS TIONS / GIRT TO POST CONNECT PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 44- PICKET. C5 3 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 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) REFER TO NOTE #1- THIS SHEET NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 2Y4" LONG CONCRETE 1 X 2 OB @ 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 ba REFER TO NOTE #1- THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 08 INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) TO NOTE #1- THIS SHEET 1 X 2 OB @ PERIMETER PARTIAL ELEVATIONS / iX2 TO 1X2 CONNECTIONS Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies Y x Y x 1/e" 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 @ SMEEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY S CT C N AND END F ENING TIOE T E302BYW II SCREEN II Ulm #10 SMS X - MiG INTO SOLE PLA PICKETS MAY BE P SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR,'14" SQUARE ISN# 13) AT 4-5/8" (MW O.C. (SEE FASTENING NOTE BELOW) SIDE 014 rBMW=11ENT j_ CRETE CD W/2" MIN. FOR NDITTON 1) r-1X2 PLATE P=7 FASiErING: #10 SMS BY r E14BEDKEPli INTO PM&T 5MVSLOT(S), 2 EUX Elm FOR 1' KOCET, i EACH END FOR W PIOMT. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 DESCRIPTION AS FURNISHED: Lot 282, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 312 i LOT 313 I LOT 314 1 I N 00*1455" W 40.00' 1 9, 18.13' 18.13' 24.80' 5.00' p . w . -J 3.5AC .5' 1LANA1 c6 /` 5 l % U;wll I-eeo ' lAiS-I 5.00' ` 5.00' 30.0' c=f jL!csr /anaF 4I SLww on LOT 282 PROPOSED RESIDENCEWMODEL: MARCO W ELEV - (INCLUDED) 4M ^ 2 CAR GARAGE LEFT O O OC) ^ O LOT 283 O o ai p LOT 281Q) QO c ti 2 5.00' 0.0' DRIVE 25.20' 110' U77L ESMT 5.00' r: 5.7 ' 5N10.0' 5.00' WALK I I 1-V---------vlPC5' CONC. WALK N 00.14$5" 1F B.B.)N 00.14 5 W 234.30' 40.0 `_DRAIN INLET AS CURB' SCALED FROM DRAINAGE PLANS R 0 CKY GR 0 VE LANE 50' R/W 0 O Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS vy PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 24.0' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ LVI 4,dUU JV.r 1. LIVING 1,589 SOFT. GARAGE 399 SOFT. ENTRY 78 SQ.FT. LANAI 107 SQ.FT. BREEZEWAY= N/A SQ.FT DRIVEWAY 403 SQ.FT. A/C PAD 12 SQ.FT. WALKWAY 52 SQ.FT IMPERVIOUS= 55.0 2, 640 SQ.FT son 9.1Bn SOFT. R/W 440 SOFT. APRON 114 SQ.FT. BUILDING SETBacKS: PLOT PLAN ONLY* SIDEWALK 200 SQ.FT. FRONT = 25' NOT A SURVEY) SOD 126 SOFT: REAR = 15' SIDE 5.0' PROPOSED INFORMATION SHOWN AREA 5,240 SQ.FT CORNER 10' BASED ON SUPPLIED PLAN DRIVEWAY 517 SQ.F. SIDE = AND/OR INSTRUC17ONS PER SIDEWALK 252 SQ.FT. CLIENT NOT FIELD VERIFIED SOD 2,286 SQ.FT. CRUSETNMETYETR-,LS'COTT & ASSOC, INC. - LAND SURVEYORS LEGEND - P • PUT LEGEND - POL: - PANT ON LINE5400E COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYPI TYPICAL NOTMI TA MR PIPE PRC. POINT OF REVERSE CURVATURE 1. IE UNOEftC ED DOES HEREBY COMFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FOMW BY THE FLORIDA DOM OF IA. NON ROD Ptt. POINT Ili COMPOUND CURVATURE PROFESWO94L SURYEfDRS AND MAPPERS N CHAPTER W-17 FLORIDA ADUNaTRATAS CODE PURSWNT TO SECTION 472.027. FLORIDA STATUES CK CONCRETE NQ4IHENT RAIL RADIAL 2, UNLESS EMBOSSED IYRH AIRyEyOR'S SRiHATURE AND CRK.7NV. USED SEAL TM SURVEY LIAP OR COMM ARE NOT VALIO. SCT LR. . I/2• •/NLD IS% PULVp RADIAL M THISSURVEY WAS PREPARED FROM TTAE N%DRLNTION FURNISHED TO THE SURVEYOR. THOSE )MY BE O"*R RESTWI10NS A RECOVERED POINT OF DE61NNING CALL WITNESS POINT CALCULATED OR &SEMEN S TWT AFFECT TM PROPERTY. PD.C. POINT OF COIDQCEIENT PRR P[RMANINT REFERENCE MONUMENT, 4. NO VEIIENTUNDERGROUNDAGIRO" HAVE BEEN LOCATED UMESS OTHERWSE SHOWN E CORERLI E FF. FWSHED FLOOR ELEVATION D. THIS SURVEY S IE IEDPREPAREDFORTSOLEBENEFITOFTHOSECOMMTOANDSHOULDNOTBERELUPONBY ANY OTHER aim WD a NAIL t DISK SK BSLDIIOL.DDRi $MACK LINE B, DIENVO 5 SHOW„ FOR THE LOCATION OF BIPROVEWOM HEREON STIOLAD NOT BE USED TO RE'CONSIRIKT 80UNDARYLATIRL R/V RT-SDT- ODS N/ D.D. HENCINARKBASE BEARINGDRAM 7. BEAROMARE114SEDASSUMEDDATENANDONTHELIESHOWNAS815EBEARING (B.&) ESMT, EASEMENTDRAM8 0"ATIOAM IF 90M ARE BASED ON KAMM GEDOEW DATUM Or 1929, UNLESS OTHERNISE MWE'D UT1L• UTILITY 9. CERRFIGTE OF AVINCIMARON Ab. 4590. CLFC. CHAIN LINK FENCE VDFG VOOD FENCE CONCRET BLOC I SCALE 1—1 • _ 20 ORAiVN ey. q P.fP.T. POINTCURVATURE POINT OF TANGENCY @ DATE ORDER No. CERTIFIED BY: IIESC. DESCRIPTIONm LE , PLOT PUN 03-15-18 1502-18 D DELTA C C. R. CHORDCHORD REARINGNORTH THIS BUILDING/ PROPERTY DOES.NOT LIE WTTFRN -- / -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• TOM X. GRUS&M R.L.S. ; 4714 ZONE 7C' MAP / 12117C 0055 F. JAM. W. SCOIT. R. S 1 4801