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588 Red Rose Ln - BR18-004517 - SCREEN ROOMa CITY OF D: SJ FIRE DEPARTMENT Building & Fire Prevention Division NOV 1 2018 PERMIT APPLICATION Application No: l L Documented Construction Value: $ 1061.00 Job Address: 588 RED ROSE LANE, SANFORD FL 32771 Historic District: Yes Nov Parcel ID: 21-19-30-510-0000-2340 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: Permitting 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? City, State Zip: Maitland, -FL 32751 Contractor Information Name Jose Julio Da Silva Phone: 407-363-9800 Street: 1710 Premier Row Fax: City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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 111) 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 Ir 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 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. Signature of Owner/Agent Date % ure of actor/Agent / Date c Print Owner/Agent's Name Print Contractor/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of MARySSOL FAOUINI 1JE MY COMMISSION li FF 907001 EXPIRES: August 5. 2019 Banded Thru Notary Public Underwrik" Date Victor/Agent is %/ Personally Known to Me or 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: / 2o. /3 4i UTILITIES: 101- ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ec 1Z• I,;- IS, COMMENTS: `onn%ny > S O/- wii A-4t L'orr Sfruc', d SL/Gcr % Bn Revised: January 1, 2018 Permit Application e. y.,h, .+upr._ •. SEM/NOLE COUNTY MULT/%UR/SD/CT/ONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I1 13 h 3 I hereby name and appoint: a2.-r L Gz-22 12fl an agent of: S i LV C-L "T YZ--n' 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: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: '-) ©6'E t) L'uo bk S(Ly ik State License Number: scz I-I m qqq (U 3 Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this _day of lJiW PAW 20 , by ]rA2X ,,,Q b cYn '; I&who is Ifd'personally known to me or who has produced and who did (did not) take an oath. Sign a of Notary y y, MAFIYSSOL MUM LIEYMYCOMMISSION4FF907001fEXRIRES`Augus} 5, 2019 d ` Bonded Thor Notary Public Undenmters as identification 1AA AP Print or ty e Nota name Notary Public - State of )j% 00AA- Commission No. Ee 1 My Commission Expires:%s% Ol 11/9/2018 mtauon, CFA P S6 04= OOUMrY, FLoauA SCPA Parcel View: 21-19-30-510-0000-2340 Property Record Card Parcel: 21-19-30-510-0000-2340 Property Address: 588 RED ROSE LN SANFORD, FL 32771 Value Summary 2019 Working Values 2018 Certified Values Valuation Method Cost/Market I Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 40,000 Land Value Ag Just/Market Value •` 40,000 40,000 Portability Adj-- Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj -- 0 0 Assessed Value 40,000 40,000 Tax Amount without SOH: $750.77 2018 Tax Bill Amount $750.77 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 234 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes -- - - --- -- --- Taxing Authority Assessment 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 o 40,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales 1 Land Method Frontage Depth Units Units Price Land Value LOT I 1 i $40,000.00 40,000 Building Information Permits - Permit # Description Agency Amount CO Date Permit Date http://parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=21193051000002340 1/2 11/9/2018 https://www.hyphensolutions.com/MH2Supply/Orders/0rderDetaii.asp?order id=l28852934&page tab=1&list view=l&msg=&sessid=8A... Home Orders Inspections Reports Manager Order Management Orders Receive Order Received To Do Pending Approval Complete Alerts Unread Notes 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'sAccount 739904544 Order Type: Purchase Order View Schedule Number: View Documents Builder's Order Number: 16612201_017285 Order Status: Received View Printable Builder Status: Permit Not AvailableNumber: View Builder Format Job: 000234 588 Red Rose lane View Job Oplions Job Start Date: 8/10/2018 EPO's Created For Job Completed Back Charges Cancelled Back Charges Detail Notes Pending Reschedules Job Address Pending Change Orders 588 Red Rose Lane Sanford, FL 32771 Additional Links Manual Order Entry Plan / Elevation / Swing: Order Search G302113203 (CAPTIVA (Preston)) / See Start / Builder Complete N/A Cleanup Subdivision / Phase: Transmitted Orders List Thombrooke 40s - 16612201 / Phase 0 Show Jobs With Active Orders Lot / Block: To Do Calendar 000234 / **N/A** Supplier's Order Number: Task Filter: Task: Requested Start Date: Acknowledged Start Date: Note to Builder: History I Change Requests I Options Billing Information Shipping Information Thombrooke 40s 000234_588 Red Rose Lane 2600 Lake Lucien Drive 588 Red Rose Lane Sulbe 350 Sanford, FL 32771 Maitland, FL 32751 Contact Information: Contact Information: Andy D'Ambrosio 407)629-0077 407)467-9302 kcarter ,, ylormorrison.com ad'ambrosio@.ta lormorrison.com Supplier Order Information 2013 PRICE KH it/8 Detail Screen Install 133415 [16612201_017285 R] 11/12/2018 11/12/2018 O CC Me on Acknowledgement Builder SKU Description CONTRACT Screen Enclosure with out Kickplate Lanai O Indicates a Required field Order Received 1 Home I Sign Out I Copyright© 2000 Hyphen Solutions, LLC. All Rights Reserved. SID.- COWebP17 Update Supplier Info End Date: 11/12/2018 End Date: 11/12/2018 UOM Unit Price Total 0 EA $884.00 $884.00 Subtotal: $884.00 Tax: $0.00 Total: $884.00 Change Order Request • Update https://www.hyphensolutions.com/MH2SupplylOrderslOrderDetail.asp?order°k5Fid=l28852934&page%5Ftab=1 &list%5Fview=l &msg=&sessid=8A93... 1 /1 p4 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY a dbpr W STATE OF FLORIDA DEPARTMENT OF BUSINESSMAN:DwPROFESSIONAL REGULATION RYCONSTRUCTIONtiIN;DIFJ S LtCEN:ShNG BOARD THE SPECIALTY STR O CTU-R1E= p J -, ; U COS ACTOR HEREIN IS CERTIFIED UNDER THE PROVISI S OF CH _'PTER489 FR_DA ATUTES fzrl- t I,_ S'IL=VERYTREN`D-fN 11 1 1A.: •. --_ fl 11 7O R 1IERJR OW ._ . O:RIANDO a fL 2.809 LICENSE;NUMBE'R: S+C31`14f9;963 EX PIRATIONdDATE. AUGUST 31, 2020 Always verify licenses online at. MyFloridaLicense.com 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. ACORL® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 1/3/2018 THIS CERTIFICATE 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(les) 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 498 S Lake Destiny Dr PH7 () A] (407)838-3460 ADDRESS: dgovernale@lrainsurance.com INSURER( S)AFFORDING COVERAGE NAIC C INSURER A National Builders Insurance Company 16632 OrlandoFL32810INSURED INSURERB:Old Dominion Insurance Company 40231 INSURER American Builders Insurance Company 11240 SilverTrend, Inc INSURER D American Builders Insurance Company 11240 1710PremierRowINSURER E : INSURERF: OrlandoFL32809-6202 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. INSR LTRTYPE OF INSURANCE ADDIL SLIER POLICY NUMBER POLICY MI EFF POLICYDrYxYPY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS -MADE X OCCUR DAMAGE TO RENTED- PREMISES Ea occurrence 5, 000 MED EXP (Any one person) 100,000 GLF00301611011/21/2017 11/21/2018 PERSONAL & ADV INJURY 1,000,000 GEN' L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE 2,000,000 POLICY EJPERCT LOC XPRODUCTS - COMP/OPAGG 2,000,000 OTHER: AUTOMOBILE LIABILITY Eaeocident 1,000,000 X BODILY INJURY (Per person) BANYAUTOALL OWNED SCHEDULED AUTOS AUTOS B2066618 11/21/2017 11/21/2018 BODILY INJURY (Per accident) X X NON -OWNED HIREDAUTOSAUTOSPERTY DAMAGE Peracadent Medical Payments 2,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE 2 000 D00 HCLAIMS-MADE AGGREGATE 2 , 000, 000 CEXCESSLIARDED X I RETENTION$ 10 000 UNE 0160053 06 11/21/2017 11/21/2018 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y f N ANY PRO PRIEfORlPARTNERIEXECUTIVE PER OTH- STATUTE ER ACH ACCIDENT 1,000 0oo D OFFICEPJMEMBEREXCLUDED? MandatorylnNH) NIA HCV 0138861 05 12/31/2017 12/31/2018DISEASE-EA 7E.L. EMPLOYE 1 000 000 If yes, describe underDESCRIPTION OFOPERATIONSbelowISEASE- POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space Is required) City of Sanford P. O. Box 177E 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 O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) INS025 ( 201401) The ACORD name and logo are registered marks of ACORD Mnn I. Marx R EQUI[IlSIEI(D ENSF ECTICON SIEQ L- Ll s,- ') Bpf Footer / Setback Stemwall Fnnnrfiati•nn / Fnrm 'RnrarrT::C11r171-cr Slab / 1Vlorio Slab Pte our Lintel / Tie Beam / Fill / Down Cell Sheathing '— Walls- Sheathing-,! Roof Roof Dry hi Framer Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final Solar Final Roof j; Final Stucco / ,Siding Iinsulation Final Final Utility; Building` Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre: Demo Final Demo jtj Final' Singfe !Famil'y Resfdencet Vr - Final. Building Other i r lU1Ll,YA.:1L- Address: Mn Max— Ins ,ctnon 1<Descrl. tlon Electeic. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final i bvy gF'sW'tt• Min yYawyw r`.rr5wmarcr ,.nyIPrVYC(i.'?(i7;•tt'L CNR3rp +Four i(Y.Tr +. •'4'! C IPi• MINN.' 1"''`i.TMY?PL' "^++',,r ta'l,';;if, x yrr^'• ,4, L 7L•nv.•,t;,:.rkS O t.x.1. .,C.fi ;. Max I msp cd §cn Aiptionn Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final I j Mnn Max. I[Descn'npfflon Mechanical Rough Mechanical. Final I P 11lnnn Marc y„ ICns ecta®nn.IIDesc rn anon Gas Underground Gas Rough Gas Final R EVIFSIE D: June 2014 NOTES: 1. ALL OPEN AREA'S ARE TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY IREF. VIEW(NO O U 10 x 3/4" AT 12" O.0 u 16" X .024 KICK PLATE TYPICAL KICK PLATE DETAIL NO SCALE ROLL FORM KICK PLATE TRIM 1" x 2" OPEN BACK BASE PLATE TYP. ELEV B 6" KICK PLATE TYP. F- wrwUWmzo mocozccwgo OZMXL- Lac' oZw gwU= 7Y jmawCCU- m¢0 CnpJU.¢m(n zwOU- wz OwUUpOt- O ox: z wca I— ¢ 1 SUcZ¢ Op J~ w> CU1—j d o U0!5m0wmUwOaLOccoc > wJUr pZ wOo-<Zo cna OmDC7 9 ¢OmzzzM ZI wzowui= gyp mwn0~wwo d U2 U¢ QO m a 1x2 6" KICK PLATE TY 6'-8" 8'-0" ELEVATION B O Y C 0 co N Q N E G N 11m m Q U z O Q tZ' c O y E LYLL z o O0Qv f a0LoU) o XN E N J avLLp u Q co t C C (9 N 0 4 0Ecee O qt sd o m > UXSy0LL_ c ! I LLEUo wc0E N L cco E sQ r w ocv c m 16 n o mm c C a O N 7 LL o Cc c - 0 cco aimLLN U N - t0) H N ¢ Sheet of DESCRIPTION AS FURNISHED: Lot 234, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: l4 V 7 1 Nov 20 .20/ 9 nJ'ra6ctiof, of .scrcNE, o ti 9h IhhC 2X1,sfi-1 S/45 /ti F "'- aS 5 "wn 5.00 Taylor Morrison of Florida, Inc. IOWA AVENUE R/W VARIES) 9 N 89058'00" E - /,-i 40.00' 1 ' LANDSCAPE & WALL, FENCE ESMT._ 34.80' LOT 234 16.0' AIC I --I uryai o 30.0' 0 PROPOSED RESIDENCE O MODEL: CAPTIVA j ELEV - INCLUDED O 2 CAR GARAGE RIGHT LOT 233 O O O O a O S0,, 5.00' ENTRY w 8.7' i of 21.3' WAq K DRIVE 255.20 5.20' 10, UTIL. ESMT, 5.00' 0 O O . O O O LOT 235 O O 5.00' h WALK CURB N 89058'00" E 40.00' ROSE' RED LANV' G 50' UTILITY do ACCESS R/W) TRACT I Q PROPOSED = FINISHED SPOT GRADE ELEVAAON BUILDING SETBACKS: PER DRAINAGE PLANS J'- PROPOSED DRAINAGE FLOW FRONT 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS = 23.2' +} SIDE 5.0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PLAN + PLOT PLAN ONLY* NOT A SURVEY) LOT 4,60U bWd' 1. LMNG 1,157 SOFT. GARAGE 451 SQ.FT. ENTRY 74 SQ.FT. LANAI 126 SQ.FT. BREEZEWAY= N/A SQ.FT. DRIVEWAY 403 SOFT. A/C PAD 9 SQ.FT. WALKWAY 75 SQ.FT. IMPERVIOUS- 47.9 2,297 SQ.FT. snn 9.50.3 SOFT. R/W = 440 SQ.FT. APRON = 112 SQ.FT. SIDEWALK - 200 SO.FT. ann = 19R SO.FT. PROPOSED INFORMATION SHOWN AREA 5,240 SQ.FT. BASED ON SUPPLIED PLAN DRIVEWAY 515 SQ.FT. AND/OR INSTRUCTIONS PER SIDEWALK 275 SQ.FT. CLIENT NOT FIELD VERIFIED) SOD 2,631 SQ.FT. CRUSETNMETYER-SCOTT L14 ASSOC., INC. - LAND SURVE.MRS LEGEND - - LEGEND 5400 E. COLONIAL DR. ORLANDO. FL. 32507 (407)-277-3232 FAX (407)-658-1436 P PLAT PDL a POINT DN LINE NOBS., I.P. ROI PIPE PRC POINT DF REVERSE CURVATURE 1. THE UNDERSIGNED DOES NEREBR' CERII% TFNi TIiLS SURVEY IIEE75 7FIE STANDARDS OF PRACTICE SET fORDN BY THE FLORIN B0.VND OFANOYAPPERSNC1gP1ERSJ—17 R018M ADAON4TRA71VE 000E PURSUANT ro SELRION 472027, FLORIDA STATUESIRG10NROD10ADEHTP.C.C. RAIL POINT OF COMPOUND CURVATURE RADIAL PROFESSIONAL SIAPVEYDRSUNLESSELIBOSSFDNlJFISURVEYOR$ SIC/N717RE AND ORpINAL RASED SF14, THS SURVEY YAP OR COPIES ARE NOTC.N. SET LR CONCRETE L2• IR /1LB 4596 MR NON -RADIAL 2. IONSJ. iM5 SURVEY TINS PREPARID FROM Tf1LE Wt9RFM770N f11R11131ffD TO RITE SURVEYOR. THERE WY DE OTHER RESTRICTIONS RIS. PDJ. RECOVERED PGINT GF BEGOYI[NG VP. CALL VITMESS Pam CALCULATED OR ET,1rs 7FW AFFECT 11iS PROPERTY. 4. ILWROYE1 i15 MAYS BEIII LD0ITED UNLESS O711ERW15E SHOWN. POINT GF CONNElCEMENT PRN. ff. PERMANENT REFERENCE MOROIENT FINISHED FLOOR ELEVATION A TMS SIMVEY IS PREPARED FOR THE SOT£ BEIgFTF Of 7NOSE CO(RFlID ro AND SNOIRD HOT BE RFLID UPON BY ANY OTHER fTVTI11•. f CENTERLUi BSL BUDDING SETBACK LONE H, OIAfENSIONS SHOWN fOR 1HE LOGTfON OF WPROVEI/ENTS HEREON SHOULD NOT BE USID ro RECONSTRUCT BOUNDARY LINES. NLDR/V a NAIL DISK RIONT-OF-WAY 6S 7. BEIRMGS. ARE EKSID ASSUMID DATUM AND ON TFIE LINE SHOWN AS 8UE 6EARNVC (B.B.) ESMT. EASEMENT BBENCHMARKASEHEARING 6, yRnONS, SFpBTI, ARE BASED ON NA710NAL L,YDDETIC OATUY Of 1828, UNLESS OTHDTN75E NOTED. DRAIN. UTIL. UTILITYDRAINAGE 9. CERTIFICATE OF AWHORIZAT10N 14 43pH. 0.YC. CHAIN LINK FENCE VDiG C/o VODD FENCE CONCRETE BLOCK i DRAWN BY, rrrSCALE20 • p,[, POINTOF CURVATURE ORDER No. P.T. POINT OF TANGENCY CERTIFIED BY., DESC. R DESCRIPTION RADIUS PLOT PLAN 06-05-2018 3619-18 L ARC LENGTH DELTA DCC.D. CHORDCHORD DEARING NORTH 4. JORISOEVER. RLS. / 4714 R.LS / 4807 THIS BUILDING/PROPERTY DOES.NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE (' AMP I/ 12117C W55 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: 588 Red Rose Ln. Sanford, FI.32771 Ultimate Wind Speed 140 mph Budder: Silver Trend Inc Date: 11 / 12 2018 Nominal Wind Speed mph Overall Dimensions: Length: 8-0 (ft) Width 16'-0" () Structure is attaching to: conc block Height @ Attachment: 8-2 (ft) Attaching to: Concrete Lumber Other, Overall Height 8'-4- (ft) Wails Supporting Guard Rai/ A) Select Girt : (Table 301_page ) Load Width: Span B) Select Column: (Table 302_ page ) Load Width: Span Wails Not Supporting Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 6'_$.. Span 7'-0" Select 2x3 B) Select Column: (Table 302_page ) Load Width: 6.-8.. Span 8'_2.. Select 2x4 Exposure: B C D Chapter 3 - Screened Walls & Balconies- Exposure B ac a 0 J0. Y. 0 f= a_ g Ja W O O Vl U) W 1= 3 The number in parenthesis denotes load condition for wails not supporting railing. For walls with raping the default is load condition 2 0 i= 3 z_ O WJ O x 3 z 0 U c 5Fa 99 m Ma COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA vm to Co w w SIZE VARIES C8 POST SPACING G 3 3 REFER TO TABLE 304. ncov// rn /r/H/6 n HOST STRUCTURE O 1° X 2° VERTICAL @ POST/COLUMN C PERIMETER (TYPICAL) 1° X r OB PERIMETER SELECT PER TABLE 304 F w n /a BY WIND ZONE C4 t3 CHAIR RAIL (GIRT) gj 3 3 DESIGNED OR 304 BY WIND ZONE t9 c. C of IQCKPLATE RAIL (GIRT) 3ODESIGNEDUSINGTABLE301 a ^ z Ro Z OR 304 BY WIND ZONE KICKPLATE HQGHT VARIES "', ' ' • " • ""' • " •' •' ' • "' •' •' •, ' ,,,,,,,,,„,"OPTIONALKI HQGHTVARIES ol FOUNDATION FOUNDATION V) C3 a C3 3 3 3 rn ex C. O r SCREEN WALL ELEVATION WITHOUT GUARDRAIL NOT SUPPORTING ROOF) O N O Chapter 3 - Screened Walls & Balconies R TO NOTE #1- Tall S1 1 X V X 1/16" ANGLES 2 L0h t2 8 X 1/2" LONG S.M.S. T CAL EACH SIDE, TOP 8L A PICKETS MAY BE 1" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, %' SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) LEG 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 1" SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, 'A" SQUARE (ISN# 13) AT +5/8° (MAX) O.C. (SEE FASTEMNG NOTE BELOW) X 1" GUARDRAIL PICKETS ASTEVED TOP AND BOTTOM W/ 2 ACH #10 S.M.S. 1" EMBEDMENT IOTE #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 1 X 2 OB 0 PERIMETER FASTEN PER NOTE #1 1- X 1- X 1/16" ANGLES r LONG WITH 2- #8 X 1/2- LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) SELF -MATING HORIZONTAL (GIRT) TYPICALLY HOLLOW SECTION W/O GUARDRAIL) PICKETS MAY BE I- SQUARE ISN# 5) AT 4-7/8" (Max) O.C. OR, %' SQUARE (ISN# 13) AT 4-S/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 4—L CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB 0 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) j (TYPICALLY HOLLOW SECTION WIO GUARDRAIL) NOTE #2: IN SCREEN WALLS 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. OR, PAO SQUARE (ISN# 13) AT 4-5/80 (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 741" PICKET, I EACH END FOR - PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Chapter 3 - Screened Walls & Balconies v HOLLOW UPRIGHT c 16 X 1" X 1/8- ANGLES 2" LONG WITH 1" X 2-1/4- X 1/8- a O 2 - #10 X 1/2- LONG S.M.S. AT EACH LEG RECEIVING CHANNEL U. TYPICAL EACH SIDE, TOP & BOTTOM) O z 0 GIRT OR CHAIR RAIL a z g W W PICKETS MAY BE 1- SQUARE (ISN# 5) 9aF4-7jV" AT 47/8- (Max) O.C. OR, - SQUAREFASTENINGO.0 ( SEEIzNOTEBELOW) O.C. rNOTE: IN SCREEN WALLS CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER W ATTRIBUTES OF DETAILS APPLY. O 4 - # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW SELF MATING POST GIRT (1-1/2- EMBEDMENT MINIMUM) d z OR CHAIR RAIL 0 WJ O x 3 z i i i i oWRipaO Wm I I 11 PICKETS MAY BE 1- SQUARE (ISN# S) I I I I I I AT 47/8- (Max) O.0 OR, %- SQUARE I I I I 0O.C. (SEEFASTENING aIINOTEBELOW) I I 0N CONNECTION W/ CONCEALED FASTENERS c PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5 a 3 0 a PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1- PICKET, 1 EACH END FOR V40 PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 n' Chapter 3 - Screened Walls & Balconies I" X V X 1/16" ANGLES 2" LONG WITH 248 X W LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) REFER TO NOTE #1- THIS MEET 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 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 (I- EMBEDMENT MINIMUM.) TO NOTE #1- THIS SHEET 1 X 2 OB @ PERIMETER PARTIAL ELEVATIONS_ 1X2 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 2' X rX 1/r 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 2Y4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1" EMBEDMENT TYPICAL) SPACING 24' O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER POST END TO HOST FASTENING C8 PARTIAL ELEVATION @ SCREEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT PICKETS MAY BE 1' SQUARE (ISN# 5) GUARDRAILS, PICKS NOT PRESENT. ALL AT 4-7/8' (Max) O.C. OR, 314' SQUAREOTHERATTRIBUTESOFDETAILSAPPLY1SN# 13) AT 45/8' (b!A)Q O.C. (SEE FASTENING NOTE BELOW) PICKET FASTE4M #10 SMS BY 1" 845M • W INTO PiOMT SMEW MOTH 2 EAO1 END FOR 1- KOCET,1 EACH END FOR W PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0