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HomeMy WebLinkAbout509 Bella Rosa Cir110Z 9 9 Ndf CITY OF SA NFORD BUI ENTION PERMIT APPLICATION Application No: 1 l J y 6.1 Documented Construction Value: $ t 6 • D Job Address: 309 LE& , CA.. S I Historic District: Yes No Parcel ID: Vv l q-- 3 06©o Zoning: 0 Description of Work: IiA Plan Review Contact Person: ` hSo / i ( 1 LFA% Title: /' Phone) 10' 3` . _ Fax: 11;6 Z E-mail: i LW {i, M -0 ff' cc(" Al •GOJ Property Owner Information Name (, E Ilec V mj L Lc; Phone: Street:i I.) if o b C- C Dk S c b o Resident of property? City, State Zip: C(6Al)4"Cc .3 1 ID Contractor Information Name 1 U ILD iS J 11, y l& Phone: Street; - R6/ L C 61,4 U L4 Fax: goll U161" Dell J /, d City, State Zip: OD4_,b,i91) 7 C L,jl State License No.: S 0/ `z l 6i Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: _ No. of Dwelling Units: Electrical New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: X (3, e u "%PRS .; + 1 I -37-0 Mechanical (Duct layout required for new systems) Plumbing New Construction No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that noworksorinstallationhascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforelectricalwork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, andairconditioners, etc. AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAYRESULTIN .YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDAND .POSTED ON THE JOB SITE BEFORE THEFIRSTiINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOULENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. R NOTICE: In addition to the requirements of this permit, there may be additionalpropetythatmay, be found in the public records of this coup y drtional restrictions applicable to this from other governmental entities such as water management districts, statetate agencies, or federaltheremaybeadditional permits required agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of FloridaLienLaw, FS 713. The City of Sanford requires payment of aplan review fee. A copy of the executed contract is required in orderto .calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate theplan ,review fee based on past permit activity levels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when thepermitisreleased. Signature of Owner/Agent Date Signature of Contractor/Agent ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID ' Type of ID APPROVALS: ZONING:A 1' UTILITIES: BUILD; ENGINEE 1 ' S1' 1't FIRE: COMMENTS: Rev 1168 Akw"I V 0/1(v Print C ctor/Agent's Name Signature of Not ary-State ofFlorida Date L,,i1{fliiitr !fContractor/Agent is Perso„ °°°` AIV Produced ID Type o£ o. F WASTE Z v BUILD; a 1 Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I U I hereby name and appoint: 1 I 51LU an agent of 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): lD All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: G dZIX01 / t.• State License Number: Signature of License Holder: STATE OF FLOXMA COUNTY OF The foregoingnstrument wa ackno edg b fore me this o da**t_ 20tL by U Z ju '10 ( who is to me or o who has produced s identification and who did (did not) take an oath. SignAt re at) INotaryzeE Print or type name AUR1A E. 2 LEBELLD SSION DD77045 My COQ 23,2012 CoE7PtRESAAch OF n. tic 7 Discr•+tt!+'t.?1 3 Rev. 3/27/07) Notary Public -State of rtQJ24 -- Commission No. My Commission Expires: SupplyPro: Order Management Page 1 of l Home ( Orders I Reports Manager Wednesday, January 26, 2011 Silver Trend, Inc. REEM System Admin Order Management Sign Out Help Orders Receive Order Received To Do Lennar Homes LLC - Pending Approval Builder's Account Number: 16300-4786397 Order T PurchaseOrder View ScheduleType: Complete Builder's Order Number: 13385408-000 Order Status: Received View Documents Alerts Builder Status: Permit Number: 11-326 View Printable Unread Notes Job: 6695601060 - 509 Bella Rosa Circle View BuildPro Format Cancellations Job Start Date: 12/16/2010 Reschedules Change Orders Detail Notes History Change Requests ( Options Over Shipped Orders Pending Back Charges Job Address Billing Information Shipping Information Completed Back Charges 509 Bella Rosa Circle Celery Estates II -669560 6695601060 - 509 Bella Rosa Circle Cancelled Back Charges Sanford, FL 32771 15550 Lightwave Drive 509 Bella Rosa Circle Pending Reschedule(s) Suite 210 Sanford, FL 32771 Plan / Elevation / Swing: Clearwater, FL 33760 Pending Change Order(s) 2440 / C / R Contact Information: Contact Information: Chris Westhelle, [OLH-CM] Manual Order Entry Subdivision / Phase: (555) 555-5555 407) 832-0246 Celery Estates 11, 669560 / Phase 0 anthony.desimone@lennar.com Chris.Westheile(`Lennar.com Order Search Lot /Block: 1060 / SEC BLK LOT 60 Builder Complete Cleanup Supplier Information Supplier's Order Number: Transmitted Orders List Task Filter: Update Supplier Show Jobs With Active Orders Detail Task: T -Screen Enclosure -Lanai [4786397 - 13385408-000] [OP] Day Calendar Requested Start Date: 2/25/2011 End Date: 2/25/2011 Acknowledged Start Date: '2/25/2011 i0 Q End Date: 2/25/2011 Note to Builder: CC Me on Acknowledgement SKU Description Order Received Unit Total Price CONTRACT FW95B00200 -SCREEN LANAI ENCLOSURE 229 0 $1.40 $320.60 WALLMATERIAL PER SQ FT (USCLANAI -ADD SCREEN ENCLOSURE FORREAR LANAI ) CONTRACT FW95B00500 -SCREENED DOOR KIT MAIL (USCLANAI - 1 0 $90.00 $90.00 ADD SCREEN ENCLOSURE FORREAR LANAI ) CONTRACT FW95B70200 -INSTALL SCREEN LANAI ENCLOSUREWALL 229 0 $1.24 $283.96 PER SQ FT(USCLANAI -ADD SCREEN ENCLOSURE FORREAR LANAI ) CONTRACT FW95B70500 -INSTALL SCREENED DOOR KIT (USCLANAI 1 0 $25.00 $25.00 ADD SCREEN ENCLOSURE FORREAR LANAI ) Indicates a Required field Subtotal: $719.56 Tax: $28.74 Total: $748.30 Select an action -- Execute Home I Sign Out I Copyright © 2000-2010 Hyphen Solutions, Ltd. All Rights Reserved. SID: SBCWeb03 https://www.hyphensolutions.com/MH2SUPPLY/Orders/OrderDetail.asp?order%5Fid=32... 1/26/2011 Seminole County Property Appraiser Get Information by Parcel Number s L14 55 E1a T, 68 1 69. 70 71 Et5LLA MRiA C1 59 W. 61.rte El TFL£T=F TEt1G'Tti_ GENERAL Parcel Id: 29-19-31-502-0000-0600 Owner: LENNAR HOMES LLC Mailing Address: 15550 LIGHTWAVE DR STE 210 City,State,ZipCode: CLEARWATER FL 33760 Property Address: 509 BELLA ROSA CIR SANFORD 32771 Subdivision Name: CELERY ESTATES NORTH Tax District: S1-SANFORD Exemptions: Dor: 00 -VACANT RESIDENTIAL Page 1 of 1 VALUE SUMMARY VALUES Working Cert Value Method Cost/Market Cost/N Number of Buildings 0 Amendment 1 adjustment is not applicable to school assessment) Schools Depreciated Bldg Value 0 2 Depreciated EXFT Value 0 0 Land Value (Market) 24,000 2 Land Value Ag 0 County,Bondsi Just/Market Value 24,000 2 Portablity Adj 0 Save Our Homes Adj 0 Amendment 1 Adj 2,220 Assessed Value (SOH) 21,780 1 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable V County General Fund 21,780 0 2 Amendment 1 adjustment is not applicable to school assessment) Schools 24,000 0 2 City Sanford 21,780 0 2 SJWM(Saint Johns Water Management) 21,780 0 2 County,Bondsi 21,780 0 2 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: g WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No 2010 Certified Taxable Value and Taxes Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMEI LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 24,000.00 $24,000 PLATS: Pick... Permits LOT 60 CELERY ESTATES NORTH PB 71 PGS 38 - NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web. Seminole_county_title?parcel=29193150200000600&cpad=bella rosa... 1/26/2011 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Wails & Balconies AAF Guide as Refereced by: F.B.C. 2002.4.1 & Homeowner;JAy 0WF, Designer: rJJC F.R.C. 8301.2.1,1.1 Site Address: S ! D ((.cJ IL^SA 5A 1 V Wind Zone: jc-D mph Builder: /(,,M , tyf/r License #: Ekposure: Mg clC CStruOverallDimensions: Length: (ft) Width 161 - Structurecture is attaching to: W6 i..L Height @ Attachment: f( ( ft) Attaching to: ConcreteK-Lumber Other Overall Height ( (ft) Walls Supporting Guard Rail A) Select Girt : (Table Load Width: B) Select Column: (Table 302_ Load Width: Span, Walls Not Supporting Roof or Guard Rail A) Select Girt: (Table 304_page3.16 Load Width: Span C) Select 1 B) Select Colum (Table 304Cpag? ) Load Width: -- Q Span _ . Select L,c —3 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies Homeowner: i/A 110" Designer: 30J6 Site Address: S I caj IbD5A Qk 5A Builder: License #: scc Overall Dimensions: Length:_ _ (ft) Width G • D (ft) Structure is attaching to: V/&'u W; h %)I.1) AAF Guide as Refereced by: F.B.C. 2002.4.1 & F.R.C. R301.2.1.1.1 Wind zone. -11-0 mph Exposure: 2.B OC eig t @ Attachment. (ft) Attaching to: Concrete -Lumber Other. u Overall Height % I'' I (ft) Walls Supporting Guard Rail A) Select Girt : (Table 30 Load Width: B) Select Column: (Table 302_ Load Width: Snan Walls Not Supporting Roof or Guard. Rail Select Select A) Select Girt : (Table 304_page3- Load Width: Span D Select Z.x B) Select ColurnW (Table 304Gpag-a ) Load Width: 6. Span Select n G7 C M O 1#` a 3 C ALLOWABLE Extrusion SPANS in REIN ; W LLS Not Supporting Roofs or Guardrailsr,.r Table 304 c s Tab,- appss to Posts and ChakRal,&) FOR 120 mph Wind Zone Screen Mesh: 18/14 v n z Maximum Girt Spacing = 7 ft o.c. vertically) nit Load/Design Pressure = 13.2 psf 4— Alloy: Alb 6005T5 or 6061T6 Post Spacing /Load Exposure B D , Extrusion 2X2X.046" Hollow 4'-0" 4' '-0" 5'-6" 6'-0" 6' 6" 7'-0" --- 1 II 1 1! 7'-0" (1) 6'-811 ( ! 5'-11" 1) (1) 5-6 (1) 5'-4" (1) 7'-6" 115-2 (1) 8'-011 I 114-11 (1) o i' 1 0 z 2X2X.046" Sell' -Mating Snap T-11" 1 7'-6" 1 L 1" 6'-9" 1 6'-6" 1 i 6'-3" 1 6'-0" 1O--. ( ). 5' 10" 1 T-8" 1 Ln z 9----p- 3X2X.050 Hollow * 112X3X:050 Hollow r ---_ _.._ T-0" 1 6'-7" 1 6'-3 °° 1) T-9" 1 T-6" 1 5'-4" 1 If 1 II 1 If 1 11 1I t_ 11 1 11 1 119-6 1 18-11 (1) 8-6 ( ) 1 1) 7-9" (1 7-5 (1) 7-2 (1) aq T-2" 1 1 tl611 (1) 4'-11" 1 I 116-9 (1) Cn 90 r— 11 ...-i , ---. _- , II " 1 11 1 It II 1 1 tl 3 0 2X3X.046 Self -Mating Snap 2X4X.050" Hollow 10'-7" (1) ; 9'-11" (1) 9-5" (1) 8 { 8 - ) 8'-3" (1) 7 -11 (1) IP -10" (1) 11'-2" (1) 10'-7" (1) 1 1, ( '41 (1) 91-411(l) 81-1111(l) 7 -8 (1) 8'-8" (1) 7 -6 (1) 81-511(l) CD FD. t y C Q 2X4X.046' Self -Mating Snap T12I -11 (1) 12-3t " (1) _ 11'-7" (1) 11' 1" (tip ° (1) ' 101-211(l) 91-911(l) 91-511(l) 9'-2" (1) D 2X4 Self -Mating Beam 1 11 , " I 11 I 11 1 t 1 11 , IIX10 -6 (1) 9 -11 (1) i 9 -5 (1) 8=11 (1) 8 7. 1) 8 -3 (1) 7 -11 (1) 1 II7 -8 (1) 1 117 -5 (1) Q m ON 0 2X5 Seff-Mating Beam 2X6 Seff-Mating Beam 13'-3" (1) 12'-6" (1) r11'-11" (1) 11'-4" (1) 10Q'10" (1) j%'r " (1) 10'-0" (1) I' --...... _ ... _ n 1 n - ---1 " — —' " — Ir u — ' 14-10 (1) 14-0 (1) 13-4 (1) 12-8 (1) 12-2 (1) -8 (2) 11-3 (2) ,10_-10 9'-8" (1) r' - 2)! 9'-5" (1) 10-6' (2) v 1- N N 1 M n 2X7 Self -Mating Beam 19'-3" 2 118'-2" 2 17'-3"2 16'-5" (2) 15'-9" (2j 151-111( ? . ,, 4'-7" (2) 1-111( 14'-1" (2) 13'-7" (2)- a, o CD 2X8 Self -Mating Beam 2 11"( ) i 29'-3" (2) 27'-6" (2) 26'-2" (2 24'-11" (2) 23'-10" (2)' 2 ' 2) a'f!k 21'-4" (2) 20'-8" (2) N 3 Side parallel to screen surface [Tabular Value in parenthesis indicates Load ConditiAjor Post End Fastening Detail] N N tpD n i CCo lD W 7 — . Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 camir`r la crnmtV title.?narce1=29193150200000600&cnad=bella rosa... 1/26/2011 35 Cad h3 cel 91 DaY1DJoH7is©N,;tA,ASA Csd 55 @ 5i i HEv` 5E. t7l fft +iu g 1 ^' KM.Nr1! v 7pE V St?41NQLEil17l rrY1: 11b1 V_RA5T"dr TGftCT i_ CELERYAi(E Si le l7,. FL32771-1466 407 BBi;750B TRALT H TR A T 3P VALUE SUMMARY VALUES 2011 Working Cert GENERAL Value Method Cost/Market Cost/ti Parcel Id: 29-19-31-502-0000-0600 Number of Buildings 0 Owner: LENNAR HOMES LLC Depreciated Bldg Value 0 Mailing Address: 15550 LIGHTWAVE DR STE 210 Depreciated EXFT Value 0 City,State,ZipCode: CLEARWATER FL 33760 Land Value (Market) 24,000 $2 Property Address: 509 BELLA ROSA CIR SANFORD 32771 Land Value Ag $0 Subdivision Name: CELERY ESTATES NORTH Just/Market Value $24,000 $2 Tax District: S1-SANFORD Portablity Adj $0 Exemptions: Save Our Homes Adj $0 Dor: 00 -VACANT RESIDENTIAL Amendment 1 Adj $2,220 $ Assessed Value (SOH) 1 $21,780 $1 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable V< County General Fund $21,780 $0 $2 Amendment 1 adjustment is not applicable to school assessment) Schools $24,000 $0 $2• City Sanford $21,780 $0 $2 SJWM(Saint Johns Water Management) $21,7801$0 $2 County Bonds $21,780 $01$2 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2010 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: g WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMEIFindComparableSaleswithinthisSubdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 24,000.00 $24,000 PLATS: Pick... LOT 60 CELERY ESTATES NORTH PB 71 PGS 38 - Permits I NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. camir`r la crnmtV title.?narce1=29193150200000600&cnad=bella rosa... 1/26/2011 SKETCH OF DESCRIPTION PREPARED FOR "NOT A FIELD SURVEY' LOT 60, CELERY ESTATES NORTH, ACCORDING TO THE PLAT THEREOZAS RECORI iE IN PLAT BOOK 71, PAGES 38-45 OF THE PUBLIC RECORDS OF SEHINOLE COUNTY, FLORIDA. BELLA ROSA CIRCLE 50' R/W PER PLAT P . TRACT E 70.89'8930'10"E PON X EL=14.9 LOT 59 SCALE 1" = 30' EL=16.1 0 m EL=15.8 PA S,69°50'10"W 60.00' TRACT F OCT• 2 g 2010 o V Q AIC -AIR CONDITIONING UNIT N49-'S,`30 'E 60.00' Itl- F& -Z CONCRETE MONUMENT P.O.B. POINT OF BE6TNNING PR Ln 10' U. E. EL=14.7 PR — — — POINT OF TERMINUS ti FNC - FENCE W - SIDEWALK FOUND IRON ROD P.C. POINT OF CURVATURE 0) - DEED OR DESCRIPTION FF - FINISHED FLOOR ELEVATION D/W - DRIVEWAY THIS IS NOT A SURVEY! THIS DRAWING IS NOT SETBACK REQUIREMENTS TO BE USED FOR CONSTRUCTION OR LAYOUT -OF a, A - DELTA OR CENTRAL ANGLE D.U.E. - DRAINAGE ANO UTILITY EASEMENT C/L - CENTERLINE FOUND NAIL ANO .DISK POINT OF TANGENCY R - RADIUS zo.00 S 1015' u FRONT=25' SIDES= 7.5' xcADDITIONALSTRUCTURES, PLAT MEASUREMENTS UTILITY EASEMENT DRAINAGE EASEMENT A - ARC LENGTH LB - LICENSED BUSINESS u' 19.00' RES. -'RESIDENCE ESMT - EASEA¢Ni O I I O p n LOT 60 p PROPOSED 4 LL; 2440 CORNER LOTS= 15' K -ELEVATIONS SHOWN HEREON ARE BASED I HEREBY CERTIFY THAT THE SKETCH OF --DESCRIPTION E. ELEV C" w 0 0 FLlu w o d TTYPE66ALoLr) LOT 61 ad, H zT.00 rn O COV LANAIo 12. 00' i 10.5' A/C [3105' hG Z Cn m EL=15.8 PA S,69°50'10"W 60.00' TRACT F OCT• 2 g 2010 o V Q AIC -AIR CONDITIONING UNIT PR -PROPOSED Itl- F& -Z CONCRETE MONUMENT P.O.B. POINT OF BE6TNNING C1 - CALCULATED IEASLWEMENT EL - ELEVATION COV. - COVERED I SURVEY NOTES: - POINT OF TERMINUS M) - FIELD MEASUREMENT FNC - FENCE W - SIDEWALK FOUND IRON ROD P.C. POINT OF CURVATURE 0) - DEED OR DESCRIPTION FF - FINISHED FLOOR ELEVATION D/W - DRIVEWAY THIS IS NOT A SURVEY! THIS DRAWING IS NOT SETBACK REQUIREMENTS TO BE USED FOR CONSTRUCTION OR LAYOUT -OF a, A - DELTA OR CENTRAL ANGLE D.U.E. - DRAINAGE ANO UTILITY EASEMENT C/L - CENTERLINE FOUND NAIL ANO .DISK POINT OF TANGENCY R - RADIUS LS - LICENSED SURVEYOR u FRONT=25' SIDES= 7.5' xcADDITIONALSTRUCTURES, PLAT MEASUREMENTS UTILITY EASEMENT DRAINAGE EASEMENT A - ARC LENGTH LB - LICENSED BUSINESS o RES. -'RESIDENCE ESMT - EASEA¢Ni LL o N n Lu w w 4 PROJECT INFORMATION CORNER LOTS= 15' K -ELEVATIONS SHOWN HEREON ARE BASED I HEREBY CERTIFY THAT THE SKETCH OF --DESCRIPTION E. n w 0 0 o w c wo d H y w - BEARINGS SHOWN HER Ed AAE BASED ON THE m a RECORD PLAT, THE CE TERLINE OF DELLA ROSE PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, O H h hGSN cq - LANDS SHOWN HEREON472.027, FLORIDA STATUTES. H FOR EASEMENTS, RIGH-OF-WAY,DEEDTS U N 7 tD JQ u UNDERGROUND UTILITIUFOUNDATIONS. OR OTHER m EL=15.8 PA S,69°50'10"W 60.00' TRACT F OCT• 2 g 2010 o V Q AIC -AIR CONDITIONING UNIT PR -PROPOSED Itl- F& -Z CONCRETE MONUMENT P.O.B. POINT OF BE6TNNING C1 - CALCULATED IEASLWEMENT EL - ELEVATION COV. - COVERED I SURVEY NOTES: - POINT OF TERMINUS M) - FIELD MEASUREMENT FNC - FENCE W - SIDEWALK FOUND IRON ROD P.C. POINT OF CURVATURE 0) - DEED OR DESCRIPTION FF - FINISHED FLOOR ELEVATION D/W - DRIVEWAY THIS IS NOT A SURVEY! THIS DRAWING IS NOT SETBACK REQUIREMENTS TO BE USED FOR CONSTRUCTION OR LAYOUT -OF a, A - DELTA OR CENTRAL ANGLE D.U.E. - DRAINAGE ANO UTILITY EASEMENT C/L - CENTERLINE FOUND NAIL ANO .DISK POINT OF TANGENCY R - RADIUS LS - LICENSED SURVEYOR u FRONT=25' SIDES= 7.5' xcADDITIONALSTRUCTURES, PLAT MEASUREMENTS UTILITY EASEMENT DRAINAGE EASEMENT A - ARC LENGTH LB - LICENSED BUSINESS W - RIGHT OF WAY P. C. P. - PERMANENT REFERENCE MONUMENT RES. -'RESIDENCE ESMT - EASEA¢Ni LL o N a MAY DIFFER FROM ACTUAL FIELD MEASUREMENTS. REAR= 20' Lu w w 4 PROJECT INFORMATION CORNER LOTS= 15' K -ELEVATIONS SHOWN HEREON ARE BASED I HEREBY CERTIFY THAT THE SKETCH OF --DESCRIPTION E. w 0 0 o w c wo w w SHOWN HEREON IS IN ACCORDANCE WITH THE TECHNICAL c ON NORTH AMERICAN V8pTICAL DATUM OF 1988. 2 H STANDARDS AS SET FORTH BY THE BOARD OFHyw - BEARINGS SHOWN HER Ed AAE BASED ON THE m a RECORD PLAT, THE CE TERLINE OF DELLA ROSE PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17, Q =° CIRCLE BEING N 89'5 '10" E. FLORIDA ADMINISTRATIVE CODE,' PURSUANT TO SECTION c cq - LANDS SHOWN HEREON472.027, FLORIDA STATUTES. H FOR EASEMENTS, RIGH-OF-WAY,DEEDTS Q RESTRICTIONS, OR ADJOINERS OF RECORD. u UNDERGROUND UTILITIUFOUNDATIONS. OR OTHER 0 n o a j STRUCTURES WERE NOT LOCATED BY.THIS SURVEY. GAF R ROCHE; LS NO. 6306 x,Q a > AOBER D. JOHNSTON, LS N0. 5031 uY f Q o i w x a Q ¢ ACCORDING TO THE FEDE AL EMERGENCY MANAGEMENT o a AGENCY FIRM MAP N012 17C 0090 Q EFFECTIVE, FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT 9128/2007, THE PROPER Y DESCRIBED HEREON APPEARS VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED IL TO LIE IN ZONE `X"' SEAL OF A FLORIDALICENSEDSURVEYOR AND MAPPER. SET CONCRETE H(NANENT P. O. C. - POINT OF-COMMEN T EFNDFOUKV P) - PLAT AIC -AIR CONDITIONING UNIT PR -PROPOSED Itl- F& -Z CONCRETE MONUMENT P.O.B. POINT OF BE6TNNING C1 - CALCULATED IEASLWEMENT EL - ELEVATION COV. - COVEREDIF. I. C. FOl6JD IRON ROD AND CAP' P•0. T. POINT OF TERMINUS M) - FIELD MEASUREMENT FNC - FENCE W - SIDEWALK FOUND IRON ROD P.C. POINT OF CURVATURE 0) - DEED OR DESCRIPTION FF - FINISHED FLOOR ELEVATION D/W - DRIVEWAY Z - SET'IRON ROD AND CAP P.I. IP•T• POINT OF INTERSECT ON A - DELTA OR CENTRAL ANGLE D.U.E. - DRAINAGE ANO UTILITY EASEMENT C/L - CENTERLINE FOUND NAIL ANO .DISK POINT OF TANGENCY R - RADIUS LS - LICENSED SURVEYOR CONC - CONCRETEW-FOUKD U.E. H- PERMANENT CONTROLPOINT D. E. UTILITY EASEMENT DRAINAGE EASEMENT A - ARC LENGTH LB - LICENSED BUSINESS W - RIGHT OF WAY P. C. P. - PERMANENT REFERENCE MONUMENT RES. -'RESIDENCE ESMT - EASEA¢Ni LL DATE' FIELD SURVEY r FPANILIN HAP T c REID PROJECT INFORMATION AN t0/28/10 I CIVIL ENGINEERS - LAND SURVEYORS 1368 EAST VINE STREET, KISSIMMEE, FL 34744 PHONE 846-1216 FAX 846-0037 a RTIFICATF NO_ I RR05 JOB ND. 118180 DRAWN BY. TOF REVIEWED BY: GRP g 1, 12' i 6) C_ m 1 O 4 -mm N' O O V n F O 0 SIZE VARIES C8 POST SPACING 3 3 REFER TO TABLE 304. STT STRUCTURE FOUNDATION FOUNDATION C7 C3 3 3 SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) BMW POST/COLUMN1" X 2" VERTICAL @ PERIMETER (TYPICAL) 1" X 2" 08 PERIMETER SELECT PER TABLE 304 BY WIND ZONE C4 CS CHAIR RAIL (GIRT) 3 3 DESIGNED USING TABLE 301 A) OR 304 BY WIND ZONE w n KICKPLATE RAIL (GIRT) S J a DESIGNED USING TABLE 301 Hw OR 304 BY WIND ZONE OPTIONAL KICKPLATE J HEIGHT VARIES OPTIONAL KIC HEIGHT VARIES " / / Al Q ulO N 0 FOUNDATION FOUNDATION C7 C3 3 3 SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) o, l wJ A) w n S J a N Hw F Q. Q Q ulO N 0 90 W Q O FD FD FOUNDATION FOUNDATION C7 C3 3 3 SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) Chapter 3 - Screened Walls & Balconies NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 1 i j o o HOST STRUCTURE ELEMENTS I"X2" OB @ PERIMETER FASTEN PER NOTE #1 uw FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 ADDITIONAL GIRTS SHALL BE ADDED TO MAINTAIN A MAXIMUM VERTICAL SPACING I FOR HORIZONTALS OF 96" POSTS SIZED PER TABLE T 304 BY WIND ZONE CHAIR RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 301 OR 304 POSTS SIZED PER TABLE Z 304 BY WIND ZONE w 0 Z KICKPLATE RAIL (GIRT) - SELECT v BY WIND ZONE FROM TABLE 303 Nw SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2 OB SOLE PLATE UNLESS NOTED l OTHERWISE, FASTEN TO FLOOR OR N O O FOUNDATION W/ 1/4"0 FASTENERS 1" 2" MINIMUM lei EMBEDMENT @ 24" O.C. TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN SIZE COLUMN PER TABLE 302 OR 304 SCREEN (OR KICKPLATE) 2"X2"X1/8" ANGLE EACH SIDE 2 EACH #14 SMS EACH 3/8" DIA CONCRETE ANCHOR SIDE (1" O.C. MIN.) W/2" EMBEDMENT (MIN.) (TYPICAL) 0 0 2" MINIMUM COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 C1 LOAD CONDITION #1 3 NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) COLUMN SIZE TO BE DETERMINED. BY TABLE 302 WHEN POSTS MUST. SUPPORT GUARDRAIL AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES 3) WHEN POSTS SUPPORT HANDRAIL/GUARDRAIL FASTEN ENDS FOR DETAIL C2/3 2X4 --COLUMN SHOWN (MINIMUM SIZE ._SCREEN COLUMN FOR LOAD CONDITION #2) PER TABLE 302 LOR 304 FASTEN SOLE TO POST USING 2 EACH 10 SMS FROM SOLE INTO INTERNAL SCREW SP NES OF FASTEN POST TO CONCRETE WITH 2" X 2" X 1/8" POST OR, FROM POST INTO SOLE PLAT OR, THICK ANGLE BY,2" LONG W/2 EACH #12 SMS WITH 1" X 1" X 1/16" ANGLE 2 LONG k + 2 INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" EACH #8 SMS INTO EACH MEMBER EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) 2" MINIMUM t COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 U LOAD CONDITION #2 3 s i * FOR ALL POSTS SUPPORTING HANDRAIL/GUARDRAIL AND ACCORDING TO TABLE 304 WHEN POSTS SUPPORT SCR Y Page 3 - 5 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 3 - Screened Walls & Balconies I r UX 2 OB @ PERIMETER REFER TO NOTE #1- THIS SHEET PICKETS MAY BE 1" SQUARE i(ISN# 5) AT 47/8" (Max) O.C. U0 ' F OR, 3/a" SQUARE (ISN# 13) 3 w AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 0 Lu s l' X 1" X 1/16" ANGLES 2"LONG!WITH wI, 2-#8 X 1/2" LONG S.M.S. AT §<CH LEG O 1 1 TYPICAL EACH SIDE, TOP .& BOTTOM)) HOST STRUCTURE ELEMENTS NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 214" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS X 2 OB @ PERIMETER REFER TO NOTE #1 - THIS SHEET 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO. SCREW SPLINES OF il X 2 OB 1" EMBEDMENT MI IMU ) PICKETS MAY BE 1" SQUARE ISN# 5) AT 47/8" (Max) O.C. OR, 3/4" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 1" X 1" GUARDRAIL PICKETS FASTENED TOP AND BOTTOM W/ 2 EACH #10 S.M.S. 1" EMBEDMENT HOST•STRUCTURE ELEMENTS NOTE #2: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY. CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS / C3 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, I EACH END FOR 3/.," PICKET. j AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREA. (')on7 Frlir nr,l i n Chapter 3 - Screened Walls & Balconies HOST STRUCTURE ELEMENTS Ln Lu ILJ ULJ V, x ill x 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG I L TYPICAL EACH SIDE, TOP & BOTTOM) u') Ln0REFER TO NOTE # 1 - THIS SHEET 2 OB @ PERIMET-Ek CONNECTION WITH EXPOSED FASTENERS NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/a"0 X 21/4 " LONG HOST STRUCTURE .ELEMENTS CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER LLJ L: ------ UJ Lu iiLu REFER TO NOTE #1 - THIS SHEET D 2- # 10 S.M.S. FROM INSIDE FACE OF U-) I X 2 OB INTO SCREW SPLINES OF I X 2 08 (1" EMBEDMENT MINIMUM.) O REFER TO NOTE 41 - THIS SHEET 1 X 2 OB @ PERIMETER CONNECTION WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS Paqe 3 - 9 1 AAF GUIDE TO ALUMINUM CON-qTPI JC7Tr)N TN PTr--w \A/TK1r . N ADMAN Chapter 3 - Screened Walls & Balconies HOST STRUCTURE ELEMENTS . 2" X 2" X 1/8" ANGLE EACH SIDE W/ 2 EACH #14 S.M.S. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 / 304 BY WIND ZONE I LLU NOTE Tri: TYPICAL PERIMETER 1X2 FASTENING TO HOST - USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND I/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" t EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND WITHIN 8" OF EACH SIDE OF EACH POST POST END TO HOST FASTENING C8 PARTIAL ELEVATION @ SCREEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT PICKETS MAY BE 1" SQUARE (ISN# 5) GUARDRAILS, PICKETS NOT PRESENT. ALL AT 4-7/8" (Max) O.C. OR, 3/4" SQUAREOTHERATTRIBUTESOFDETAILSAPPLY ( ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) SELECT COLUMN AND POST END FASTENING CONDITIONt PER TAM 302 / 304 BY WIND ZANE 2" X 2" X 1/8" ANGLE EACH SIDE W/ 2 EACH #14 S.MS. ' . SCREEN t ' j P/8" 0 CONCRETE AI CI OR W/2" MIN. i' EMBEDMENT (FOR LOAD CONDITION 1) 2zF4CH #10 SMS X 1-1/2" is ix ONG INTO SOLE PLATE 1X2 SOLE PLATE 2500'PSi CONCRETE 114" DIA: APPROVED CONCRETE ANCHORS- 24" NCHORS 24" P.C.- AND WITHIN 8" OF CONNECTING_ ' MEMBERS (2" EMBEDMENT TYPICAL) POST TO FOUNDATION FASTENING C7 PARTIAL ELEVATION @ SCREEN FACE) 3 PICKFT FASTENING: 410 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 34" PICKET. AAG rI ITT);: Tr) Al I IMTNI IM r0W-CTRI lr7Tr)N TN Hl( -.H U/TNrI GRP&C 00r17 Grlitinn I n