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Home My WebLink About118 Royalty Cir (2)Permit # : cA—o p `"' d�— Job Address: i 1 n Rol .r, .1 CITY OF SANFORD PERMIT APPLICATION Date: RECEIVED NOV 0 2 2009 Description of Work: -JA�II JS(,reen well S &>f ivt ren-- cif 5lr',R_ Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: _� I `1 Owners Name & Address: Contractor Name & Address: Attach Proof of Ownership & Legal Description) Phone: /-YL(J / (0 DDI—1 j—L State Licensse�N umber: J(,C /.�1 /!J -7j p 0 Phone &Fax:#09- Contact Person: /L% . J )�� Cj_-Ul Phone:�(}�% O - Bonding Company: Address: :Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: 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. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING_, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it is verification that I will noti the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/A ent J Date Signature of Contractor gent Dat ff not Ow Agent's Name Prin Contrac /Agent's Name tgnature of Notary -State of Florida Dater or ory— QSig ture of Notary -State of Florida Date R.rRY 11K Susan L Matre-Harrison grt "K Susan L Matre-Harrison My Commission DD218024 ✓ My Commission DD218024 Owner/Agent is _ P rsonally Know 'g r Contractor/Agent is _ Personally Kno e w s July 12, 2007 F11 akpires July 12, 2007 rodu� lD %3P _ Produced ID APPLICATION APPROVED BY: Bldg: MCzon �� / 0 tilities: FD: (In tial & Date) (Initial & ate) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DA Air) JOHHSOH, CTA, ASA � r - PROPERTY APPRAISER ,d SEMINOLE COUNTY FL, 1101 E. FIRST ST SANFORD FL 3 277 1-1 468 .r 407 - 665 - 7506 i 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000-0140 Number of Buildings: 1 Owner: BLOOM ROBERT H & AUDREE Depreciated Bldg Value: $101,423 Mailing Address: 118 ROYALTY CIR Depreciated EXFT Value: $1,053 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $26,300 Property Address: 118 ROYALTY CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value: $128,776 Tax District: S1-SANFORD Assessed Value (SOH): $117,539 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $92,539 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,957 Deed Date Book Page Amount Vac/Imp Qualified SPECIAL 2005 Tax Bill Amount: $1,653 06/2003 04890 1334 $137rovees 600 I ,m d Y WARRANTY DEED p Save Our Homes (SOH) Savings: $304 WARRANTY DEED 12/2002 04646 0743 $480,000 Vacant No 2005 Taxable Value: $89,116 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Method Frontage Depth Units Price Value LOT 14 CROWN COLONY SUBDIVISION PB LOT 0 0 1.000 26,300.00 $26,300 61 PGS 76 - 78 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 7 1,463 1,896 1,463 CB/STUCCO $101,423 $102,968 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 415 Appendage / Sgft OPEN PORCH FINISHED/ 18 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM PORCH W/CONC FL 2003 180 $1,053 $1,170 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 ear's property tax will .)e based on Just/Market value. Page 1 of 1 DuLAHDO SCREEN 6 AWNS Q 835 Sunshine Lane, Altamonte Springs, Florida 32714 (407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY BecL l beCc� I, Bernie Duncan, hereby authorized ef'f to obtain a permit for the following: LOT: Siibdivision(!r6wnL)n( i • - I� CSCrte:A 0`dNER of Property: 20bej-l- [2))(DoM Address: ti zM-e BERME DUNCAN VICE PRESIDENT Sworn to and subscribed to me this // ,i /S— by Bernard Duncan who is personally known to me and who did take an oath. 49� Susan L Matre-Harrison OF YMy Commission DD218024 Expires July 12. 2007 PV5T PbM `1tot-.- MARONDA j-OMES, INC, _ DESCRIP 10t,'Y -- LOT 14. CROWN COLONY SUDD_IV131ON _--- RECORDED rN �AT oDK 1 FA £;'S,I ?C; thru 78MII1)tE - PUBLIC RECARL75 !JF COUNTY FLORIL LOT 33 NEW LF'5ALA PLAT BOOK 1, PAGE C-? NOOOOG119W 60.001 ERMIT20' D.E. t , — M.7- -- —2 — — — IC'1 (y CACXZE rATIO0F-Z 1.001 LOT 15 38 00, MODEL.: � ROANOKE 'K' (3-2) BLOCK •- s e WiTh 10" x 20' PATIO tn ulLn 1 ?.00' 4 ts.a• �_� � rn 1 Cz7NCRETE ' DicL� E u j !00 VE ,• l ii kk 50000910211E 60.001 L� c *si N _ _ _ ROYALTY'' CIRCLE LOT 13 NOTES: FLCN10 CERT1FlCfiTIU�1 1. BEARINGS ARE BASED ON rHE CEA'TZRLINE iTASE'D DN THE FEDERAL FNERTsENCY(pi(pOj1t'�SETBACKS OF RDyALTY (SRCLE BEING SOG09t72"E. MANACE'MENT AGENCY FLOOD INSURANCE - 2. ELEVAPONS AND LOT ARAINAGE TTpE SHOWN RATE MAF, THE STRUrIIlRE FRONT: 2S' HEREON ARE BASED ON SITE ENGINEERING SHOWN HEREON DUES NOT LIE YMTh7N REAR: 2W PLANS FOR THE PRDJECT: PiE IDO YEAR FLOOV NAZARD AREA, 3. BUILDING TIES Alir TO FOUNDATION. THIS STRUCTURE LIES 1N ZIkIE " X ' $I^E STREET: 20'4. PIAT r�AN ONLY. LOT HAS NOT BEEN STAKED COMMUNITY PANEL NO, !.20.84& 4U E BUILDING Llfif, Ba " IN THE FIELD. E'FFECTIVL: DATE: APRIL 17, 1993. (W&ECT TO CHANCE) 6,9T c `TtJU�aRE FEEfjD.8;59 AtiFtti THE 1;N0lRST!„VEO AN,)G.A5ti7NtE, INC. LPNG SU?VEVTWS and MAI=PL:RS MAKE' NO R 5E:RVAT?CW.; GW G-VARANTEUS AS TO DIC I"IF'gRAtATION kEFLECTr r"CR£GN PERTAINING TO tASEaEN`S. R/C7I s LIF MAY• SEIBACK VNES.. AGREE'ME'NTS ANIJ 0.01'R MATTERS AX0 a�URriIER rh7S INc'I}?L�MENT' ?S NOT iNTE'ND: TO REFLECT OR SET FOR -H ALL SUOY WATIERS. 5LlCN INFORMAMIN SHOULD BE OBTAMED AND i'Y7ommuEO BY o)wcpS mRL7ah;N APPROPRIArl' TITLE VE'RIFTCAIIC,W. ASBR:WATTCINS ld,C.END. NU.-NUA`B£ft r'T -PJWT QF TANGENCY CDNC-CONCRETE W.L.- WALL. EAS£riew F,4;.•-fEkC:4' EASEMENT R.--RAG7Ua r .r,-PUTNT CIF rN'TERS�ECTION L.S-EAND SI:RVFYOR P.R.C,-PCNNT CN' rRxVEFSE' C�L'R!'.AIURt OX.-•�ORAINAi:L f.AS£MENT CA,k-ARC C. -POINT OF CURVATURE CR••OFFICT tr RCGGROS it Ga: -PGiNi CLIMPWNO CLIri"vnTLrRf' U.F.-UT?tITY EASEMENT Ef.'NGTH LLi-tlCENSIA RUS°NESS CH. RR& -CHORD OCArNNC S.dkt1,E.-9'&1f'9X�I.X Ur WILITY EaXAIENT D.U.d`SF..-MArNAGE, UTILITY .t CENTE'RLINF-R!T.:••AIR :'ONOItTrJNER PA.,) AOELTA i,�NTRAL A QEf D,Ai1•£. 7!ECNINAit; ,t UT?L?TYF_A5F4iE?MT "�Ip£ilir,EK EASEMENT IP If .+Wi: Si!h'N'1S AWA MAPPERS .YOC) CWNTY ROAD 4Z7 SOUTH LCN OW 00, FT OROj A .57750-54.19 ,Etre-ALONE- (407) 330-9080 FAA No. (407) 336-3836 Ih'IS MTN A FLC AND C'0MI14ICK 6, CAVtDNE - PF'E,31LIE•4T rLORIPA WRYR','LP & MAFPFR k4'ALL+EN 2005 ,JaN.SE,^ athimES5 NUAWER L.8.507Y Lir by NEIL -------------�•---�—..,�.M�..�...�....�.d�...�._,�..�,.._.,,...L......�...�a��l��.1.. a.'y-,ry-`�� ciao FrcE:caD,.wllccr. d.o► W-0.2.002 -13533 CAMERON ASHLEY . BUILDING PRODUCTS Ashley Division January 10, 2005 Mr. David Duncan Dulando Screen & Awning, Inc. 835 Sunshine Lane Altamonte Springs, Florida 32714 RE: Authorization to use Cameron Ashley's LRFD master set engineering Dear Mr. Duncan: This letter authorizes Dulando Screen & Awning, Inc. and its representatives to use the master set engineering filing system that has been filed with the local building official or authority having jurisdiction. You may make copies of this letter for your use. Dulando Screen & Awning, Inc. and its representatives are authorized to use the master set engineering until December 31, 2005. Please remember that as a condition of using the master set engineering, a representative of Dulando Screen & Awning, Inc. must attend an 8 -hour CEU accredited training course on the use of the LRFD Manual at least once every twenty-four (24) months of use of our master set engineering. If you or other parties such as the building official need to verify your authorized use of the master set engineering, please call (813) 882-4619 or visit www.FL-ACE.org. Building Products Since 1868 5120 W. Clifton Street - Tampa, FL 33634 • P.O. Box 15398 • Tampa, FL 33684 (813) 884-0444 • (800) 749-4067 • (813) 884-0255 Fax 4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD Table 4.1 Maximum Spans for Posts/Columns in Screen Walls Supporting Screen & Chair Rails (Handrail/Guardrail Systems Included) (feet), Exposure B (Post/Columns not supporting Guardrails may add 2.5 feet to the values in this table.) S 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-3 Column Height Table (ft) Column Spacing (ft) 9 Wind Speed Region (mph) Column Height Table (ft) 110 120 130 140 150 Column Spacing ft 5.1 5.0 3 i 3.7 2" x 3" x 0.045 x 0.045 Hollow 6.7 6.5 4 5.1 4.8 2" x 4" x 0.050 x 0.050 Hollow Wind Speed Region (mph 100 110 120 130 140 150 100 110 120 130 140 150 2" x 2" x 0.044 x 0.044 Hollow 8.8 8.7 7.8 7.3 6.8 6.4 7.7 7.5 6.8 6.3 5.9 5.5 2" x 3" x 0.045 x 0.045 Hallow 11.6 11.3 10.2 9.5 8.9 8.3 10.0 9.8 8.88.2 6.7 7.7 7.2 2" x 4" x 0.050 x 0.050 Hollow 14.5 14.1 12.7 11.8 11.1 10.4 12.5 12.2 11.0 10.2 9.6 9.0 2" x 4" x 0.046 x 0.100 17.3 16.9 15.2 14.2 1 13.3 12.4 1 15.0 14.7 13.2 12.3 t 11.5 10.8 S 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-3 Column Height Table (ft) Column Spacing (ft) 9 Wind Speed Region (mph) Column Height Table (ft) 110 120 130 140 150 Column Spacing ft 5.1 5.0 5 i 3.7 2" x 3" x 0.045 x 0.045 Hollow 6.7 6.5 6 5.1 4.8 2" x 4" x 0.050 x 0.050 Hollow Wind Speed Region mph 100 110 120? 130 140 150 100 110 120 130 140 150 2" x 2" x 0.044 x 0.044 Hollow 6.9 6.7 6.0 5.6 5.3 4.9 6.3 6.1 5.5 5.1 4.8 4.5 2" x 3" x 0.045 x 0.045 Hollow 9.0 8.8 7.9 7.3 6.9 6.4 8.2 8.0 7.2 6.7 6.3 5.9 2'x 4" x 0.050 x 0.050 Hollow , 11.2 10.9 9.8 9.1 8.6 8.0 10.2 10.0 9.0 8.3 7.8 7.3 2"x4"x0.046x 0.100 13.4 13.1 11.8 11.0 10.3 9.6 1 12.3 12.0 1 10.8 rl0.0 1 9.4 8.8 S 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-3 Column Height Table (ft) Column Spacing (ft) 9 Wind Speed Region (mph) Column Height Table (ft) 110 120 130 140 150 Column Spacing (ft) 5.1 5.0 7 3.9 3.7 2" x 3" x 0.045 x 0.045 Hollow 6.7 6.5 8 5.1 4.8 2" x 4" x 0.050 x 0.050 Hollow Wind speed Region (mph) 100 110 120 1 130 140 150 100 110 120 130 140 150 2"x 2" x 0.044 x 0.044 Hollow 5.8 5.7 5.1 4.8 4.5 4.2 5.4 5.3 4.8 4.4 4.2 3.9 2" x 3" x 0.045 x 0.045 Hollow 7.6 7.4 6.6 6.2 5.8 5.4 7.1 6.9 6.2 5.8 5.4 5.1 2" x 4" x 0.050 x 0.050 Hollow 9.5 9.2 8.3 7.7 7.3 6.8 8.9 8.6 7.8 7.2 6.8 6.3 2"x4"x0.046 x0.100 11.3 11.1 10.0 9.3 8.7 8.1 10.6 10.4 9.3 8.7 8.1 7g S 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-3 Column Height Table (ft) Column Spacing (ft) 9 Wind Speed Region (mph) 100 110 120 130 140 150 2" x 2" x 0.044 x 0.044 Hollow 5.1 5.0 4.5 4.2 3.9 3.7 2" x 3" x 0.045 x 0.045 Hollow 6.7 6.5 5.9 5.5 5.1 4.8 2" x 4" x 0.050 x 0.050 Hollow 8.3 8.1 7.3 I 6.8 I 6.4 1 6.0 2" x 4" x 0.046 x 0.100 10.0 9.8 8.8 8.2 I 7.7 I 7.2 S 2003 Ashley Aluminum, LLC WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-3 4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD Table 4.5 Maximum Spans for Screen Wall Girts (feet), Exposure B FBC Table 2002.4 Load Case A UW=2 (worst case) Design wind speed up to 130 mph with wind load of 25.6 psf. Maximum spacing of girls = 7 feet o.c. 2" x 2" x 0.044" 8.10 feet 2" x 3" x 0.045" 10.28 feet 2" x 4" x 0.050" 12.84 feet 2" x 5" x 0.062" 17.38 feet FBC Table 2002.4 Load. Case A UW=2 (worst case) Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum spacin of irts = 7 feet o.c. 2" x 2" x 0.044" 7.00 feet 2" x 3" x 0.045" 8.97 feet 2" x 4" x 0.050" 11.20 feet 2" x 5" x 0.062" 15.17 feet FBC Table 2002.4 Load Case A UW=2 (worst case) Design wind speed up to 130 mph with wind load of 25.6 psf Maximum verticalspacing of girts = 10 feet o.c. 2° x z° x 0.044" 6.60 feet 2" x 3" x 0.045" 8.60 feet 2" x 4" x 0.050" 10.74 feet 2" x 5" x 0.062" 14.54 feet FBC Table 2002.4 Load Case A UW=2 (worst case) Design wind speed up to 150 mph with wind load of 33.6 psf. Maximum vertical scacinq of airts = 10 feet o.c. 2" x 2" x 0.044" 5.76 feet 2" x 3" x 0.045" 7.51 feet 2" x 4" x 0.050" 9.37 feet 2" x 5" x 0.062" 12.69 feet 2003 Ashley Aluminum, LLC MVARNI`G: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page 4-6 Cn w J H z w O U z v N W I J 4. SCREENED WALL & BALCONIES - Aluminum Construction Design Guide - LRFD 1: USE 1/4"0 X 2-1/2" LONG LAGS INTO WOOD HOST 1/4"0 X 2-1/4" LONG CONCRETE SCREWS INTO RETE OR MASONRY CONSTRUCTION 0 24" O.C. WITHIN 4" OF EACH PERPENDICULAR MEMBER STRUCTURE ELEMENTS ' OB 0 PERIMETER :N PER NOTE #1 :N POST END PER DETAIL F2 IONAL GIRTS SHALL BE ADDED AINTAIN A MAXIMUM VERTICAL NG FOR HORIZONTALS OF 10' O.C. RAIL (GIRT) — SELECT BY ZONE FROM TABLE 4.3 & 4.4 > -SIZED PER TABLE 4.1 & 4.2 ND ZONE LATE RAIL (GIRT) — SELECT BY ZONE FROM TABLE 4.1 & 4.2 KICKPLATE (OPTIONAL) N POST END PER DETAIL F2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN DOR OR FOUNDATION W/ 1/4"0 FASTENERS, EMBEDMENT ® 24" O.C. TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) rMl . edl.... a L....:..... i 1 r . W! w NG: Unlicensed oholoconvinO vW2l 11.5, rnnvriohr low..nA .,w...A:....A..:wa.n. rn baui vn(e[ullnn PAGE 4-12 r� u E., C 4. SCREENED WALLS & BALCONIES - Aluminum Construction Design Guide - LRFD a n a HOST STRUCTURE ELEMENTS . a 40. 2" X 2" X 1/8" ANGLE EACH SIDE TYPICAL PERIMETER 1X2 FASTENED TO HOST W/2 EACH #14 S.M.S. USE 1/4"0 X 2-1/2" LONG LAGS INTO WOOD HOST AND 1/4"0 X 2 -1/4 - SELECT COLUMN AND POST LONG CONCRETE SCREWS INTO CONCRETE END CONDITION PER TABLE OR MASONRY CONSTRUCTION 4.1 do 4.2 BY WIND ZONE 24" O.C. AND WITHIN 4" OF EACH POST DETAIL F2: POST END (TOP OR BOTTOM) TO HOST FASTENING 402003 A.hlcy Aluminum, LLC • WARNING: Unll.-d photocopying Wnliat. U.S. copyright I..r ood.111 aobJeet the W ittor to In.1 prosecotloo PAGE 4-18