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225 Seminole Blvd UNIT 606 - BC08-001117 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION Application # : O 8— 1 1 11 . Submittal Date: 0-3 112,ICOI Job Address: 2ZJ5SerM'kQ0I- 2&WCS l.jN1'i OO ValueofWork:$ 5ato VW 2.,"165r4e^ Parcel ID' 25 _ 19--:3U - - 0C.00 -025 Zoning: Historic District: Description of Work: RARWitV SGRM3 WALL- S£c lce.t l$ Square Footage: Permit Type: Building • • Electrical Mechanical Plumbing El Fire Sprinkler/Alarm • • • • • • Pool • • • • • • • Sign • Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair -Residential Commercial Occupancy Use Group(s): Flood Zone: (FEMA form required) Property Owner: S.nnov S. 9t- C%inl =h Contractor: I Q to Address: ! 0Q5 Red.,'6,.Ae Rel Address: U i WCU.1 C(eu(_IO,n8, GN 44131 C0.:t)5cIberry, FL 3Z-7o-j nPhone: o1ne y-01e33 E-mail: Phone: 930 - 1-1"18 State License Numbers 5C C04e W Bonding Company: Address: Mortgage Lender: Address: Architect1Engiueer.& nne_4+ -BGnne4+ `SeylCe_--, :JDhG Phone:38G 1(o1- 41-1 Address OBo>< 2143$ `)u-t-S-. P,q+bna, R.. [L'J21'- 1 Fax: 38(o -1(0'1- (056 4, Plan Review Contact Person.EOn Gel7t5iC< Phone:l %I - 9 U 9 Fa J "'936- Lf19t E-mail: Sun a+a+e 5, d t nC Q Q. OI . corn 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 of the 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. 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. 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 permit is verificatiow that I will notify the owner of the e req eme of Florida ien Law, FS 713. 4 _4) 4 2 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: {_ T 0/()r UTIL: FD: Special Conditions: o"gto G. C..,1EISSLfg Prit Contractor/ Agent's Name J, quc, t, yufav Signature of Notary -State of Florida Date vvir#tirr w'aoa;; MY COMMISSION # DD629096 y Mfg EXPIRES: February 25, 2011 Fl. NotaryDiscountAssoc. Co. 1-800-3-NOTARY Contractor t t3'fr rLh nown o e or Produced ID _ ENG: BLDG:_ Wo N f I Department of Planning & Development Services P.O. Box 1788 Sanford, FL 32772-1778 Telephone: 407.330.5673 Fax: 407.330.5679 Date: 03_ /.2. Ot APPLICATION # 09. % / / 7 PROPERTY ADDRESS: p?S (N• Se t ndC 13/ PARCEL NUMBER: c2S l 9 y 30 -SP— 0/ O a—/ 104 PROJECT NAME: p,Gu 1?h a.14 UJQ.a, BRIEF DESCRIPTION: ex. New construction of office building; interior tenant build -out for office, permits to install new ground sign. 4) SC&EAJ wA-L_L- St D7j/jS. Zoning Classification: SIGNS — ROW width Known Development Order conditions including but not limited to DO's,CUP's, Variances, Rezones: ARCEL DETAIL 1J:ki13 5 1ifJ;' tti 3 DAVID JOHHBON, CFA, ASA 1105 130t; IX7 -- 1107 15_U 1dri3 a17 12'0 1407 1wa 11,409 - 111XJ PROPERTY trod` -1 APPRAISER iFfc f'-ia:;3 1d10,1311 m SEMINOLE COUNTY FL 1101 Ci IMC4Y AR64 y! E. FIRST ST 1.1JSANFORDFL32771.1468 407-665-7506 1412 _ 1UYj 1d13 611 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 25-19-30-520-0100-1606 Number of Buildings: 1 Owner: ROLIHO INC Depreciated Bldg Value: $593,495 Mailing Address: 550 N PALMETTO AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $0 Property Address: 225 SEMINOLE BLVD W #1606 SANFORD 32771 Land Value Ag: $0 Subdivision Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRDAMENDMENT Just/Market Value: $593,495 Tax District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $593,495 Exemptions: Exempt Value: $0 Dor: 04-CONDOMINIUM Taxable Value: $593,495 Tax Estimator Portability Calculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value BLDG 1 UNIT 1606 GATEWAY AT RIVERWALK A CONDOMINIUM THIRD AMENDMENT LOT 0 0 1.000 .10 ORB 6922 PG 141 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 CONDOS 2007 13 2,585 3,335 2,585 CB/STUCCO FINISH $593,495 $593,495 Appendage / Sgft OPEN PORCH FINISHED / 523 Appendage / Sgft OPEN PORCH FINISHED / 227 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. 48. 0' GATEWAY AT RIVER WALK EDIT 01V Lj PHASE Z: A CONDOMINIUM v ry ry 15.9' p FI12ST AMENDMENT rsi /1 I Balcony LOCATED IN SE RANGE5, LASTSHIPI960ilTH, Bedroom 3 1 5.9' Cm UOFSANFORD, SE&IINOLE COUNTY, FLORIDA UNIT# 1606 s yMODELK 18.0' k Half 5, 0t 1 Noo13. 9' a Wall 73 5. 9' Dining W Both '5 © L6 'bgEP 6 6. 0, 3 (6 W w17. T Kitchen < o T Balcony o Holm + n W o w n 6.0 5.0 5.8' - Living Room 0i Bath 2 antry C o . 9' 3rim. 3 3. 6 UNIT 145" 11.8' W.I.C. .6, ,wn r- N riP°' d oh mn V7 R.o - ' / Faster c. 4 , S0, 3 rn`°3 op Sedroorn Bedroom 2 A6, Gallery ' 7 0 12.1 ' ,> w.i.c" PENTHOUSE "K"* s' M ster at 9 9 Square footageTotaG3,33 st 12 3' Foyer D . N077CE: THIS DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT EASED UPON DRAWINGS PREPARED BY CUHACI & k Lanaide + O 6YJ 0 PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET UNIT "160781 SQUE NOTE` ARE FOOTAGE TOTALS ARE Et45ED THE UPON PRE—CONS7RUCTION ARCHITECHTLAL PLANS OVERALL 1 3. 3' 0 f f UNIT DIMENSIONS. F% 13. 1 Engineers nners LIMITED ,.% Pla COMMONYLandscape Anchitects Surveyors ELEMENT coxstructian 117. c a meat www.rphengi>< ee a.cam S00 West FoJbn SAeet. S nfmd, fl 32772 P.O. Box 1808, Sa Jerd, FL 32777.2805 P7- W_M$ W rQ 407-30." Licensed BYtiuss Retis4atin. Num6cr 7141 v UN\T'bo WEDGE 6- 4 O f.S w p WMA WASATR$ I 12K3/y SM5 Tt i-a r 8i E r5 X 73 fLHT BAK ( a.0 StiS4'Li G E P.HT X15Tid GuK'C?H CoriY6)L A ES v E 73 RADIUS) y" FLAT B19R Z4 ) 11) SM8 SMLj 3 x4 WF> A NGHo R5 C1u1G lS Qv)GvCS t` rr.) wASH ILS r2,' ZX3/c'SMS RV 3ug-rBeiz. Ct') N 1 114"PI (5£- ZoLTs 16 pC 1Y 7 ")i)Dolco D tL 1 x Z S y $ A E Z DONALD G L R Sc C048423 wn SUN STATE St161 N. , CCASSELBEP 7z008 407- 83 - r 8 I 407-830-4191 FAX r m 66 iEw0*'( n i ,iuEzvupLX u,, 6% s"Ag4H i 3 / y rkFS w DGE r NcNC>;Z v l lnn s rl r i`, T WALL- BanA s)PES IKHL FLIOOK pw'N k%T-l-b 5C434 OFFICE PLANS REVIEWEL 14 12 ! 3 13i 1„ L I 36 151p yLPT AT C E T S< r f ftlai 3 g 1 EDL ti-Y 1 1)a2U 1 i'rj 1 i.FjT S FoGj5-' or txz Cx Si U 1 z XSPI J>>J gC T Z "0/8 DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, IBC 161 N. CYPRESS WA CASSELBERRY FL 3270 407-830-7778 407-830-4191 F 511 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header S LAN S R E Y I Elul E D for Screen, Acrylic or Vinyl Rooms F: S AN F n p rAluminumAlloy6063T-6 For 3 second wind oust at 110 MPu col.,.-ity . i_ a -a Sections J Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 T-6" 1 4'-0" 4'-6" 5'-0" 5'-6" 1. 7'-0" 7' 6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 3" x 2" x 0.045" 3" x 2" x 0.070" 2" x 3" x 0.045" Hollow Hollow Hollow Hollow Hollow 7'-6" bj 8'-10" bi 8'4" bi 11'-1" b 10'-2" b 6'-11" b 8'-2" b 7'-8" b I 10'-3" b 9'-5" b 6'-6" bi 7'-8" bj 7'-2" b 9'-7" b 8'-9" b 6'-2" b 7'-2" b 6'-9" b 9'-1" b 8'-3" b 5'-10" b 6%10" b 6'-5" b 8'-7" b 7'-10" b 5'-7" b 6'-6" b 6'-2" b 7-2" b 7'-0" b 5'4" b 6'-3" b 5'-10" b 7'-10" b 7'-2" b 5'-1" b 5'-11" b 5'-8" b 7'-7" b 6'-11" b 4'-11" b 5'-9" b 5'-5" b 7'-3" b 6'-8" b 4'-9" b 5-7" b 5'-3" b 7'-0" b 6-5" b 2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" bi 7'-7" b 7'-3" b 6-11" b 6-9" b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 1 V-11" b 11'-3" b 10'-8" b 10'-2" b I 9'7b 9' 4" b 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-4" b 13'-5" bi 12'-8" b 12'-0" b 1 V-5" bl 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 1 T-1" b 16'-0" b 15-1" b 14'-4" b 13'-8" b 13'-l" b 12'-7" b 12%1" b 1 V-8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" bj 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6-6" b 6-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 1 8'-3" b 7'-11" b 7'-7" b 7'4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10" bl 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x 3" x 0.060" Square 11'-2" b 10'4" b 9'-8" b 9'-l" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-l" b 12'-5" b I V-10" b 11'4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19' 1" bl 17'-8" b 16'-7" b 15'-7" b 14'-10" b 14'-1" b 13'-6" b 12'-11- b 12'-6" b 12--1" b 4" x 4" x 0.125" Square 24'-9" b 22'-11" b 217-5" b 20'-2" b 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16-2" b 15'-8" b Sections Tributary Load Width 'W' = Purlin Spacing 3'- 0" 3'-6" 4'-0" 4'-6" 1 5'-0" 5'-6" 6--0" 1 6'-6" 1 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" bj 6'-8" b 64" b 6-1" b 5'-10" b 5'-7" b 5'4" b 5'-2" b 3" x 2" x 0.045" Hollow T-9" b 7'12" b 6-8" bi 6'4" b 5-11" b 5'-8" b 5-6" b 5-3" b 5'-l" b 4'-11" b 3" x 2" x 0.070" Hollow 10'4" b 9'-7" b 8'-11" bj 8'-5" b 8'-0" b 7'-8" b 7'4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9%5" b 8'-9" b 8'-2" bj 7'-9" b 7'4" b 6'-11" b 6'-8" b 6-5" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" bj 8'-1" b 7'-8" b 7'4". b 7'-0" b 6'-9" b 6'-6" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 1 V-11" b 11'-1" bj 10'-6" b 9'-11" b 9'-0" b 9'-1" b 8'-9" b 8'-5" b 8'-l" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'4" b 12'-6" bi 1 V-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 16-11" b 14'-11" bj 14'-l" b 13'4" b 12'-9" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" bi 14'-8" b 13--11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'4" b 2" x 2" x 0.044" Snap 8'-6" b T-11" b 7'-5" bj 6'-11" b 6-7" b 6'A" b 6-0" b 5'-9" b 5'-7b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" bj 7'-11" b 7'-6" b 1 7'-2" b 6'-10" b 6'-7" b 64" b 6'-l" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-l" bj 8'-6" b 8'-1" bi 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b T-10" b 7'4" bi 6'-11" b 6-6" b 6'-3" b 5'-11" b 5'-9" b 5'-0" b 5'4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b I V-0" b 10'-7" b 10'-2" b T-9" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" b 16'-6"lb 15'-5" b 14'-6" b 13'-9" b ISb 12'-7" b 12'-l" b 1 V-8" b 1 V-3" b 4" x 4" x 0.125" Square 23'-0" b 2l'-4" 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" b 14'-7" b 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. lb I I L, "11 2. Spansmaybeinterpolated.' 1 REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16 4 CIVIL & STRUCTURAL ENGINEERI, G P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767 Email: I ebpe@bel I south -net COPYRIGHT 2006 P E NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-25