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225 Seminole Blvd UNIT 608 - BC08-000730 (SCREEN WALL) DOCUMENTSCITY OF SANFOP,.D PERMIT APPLICATION Application # : 0 dJ I b 0 Submittal Date: 5JobAddress:2•SCM r,olt IN Wete OP)OT- 41& Value of Work: JS oo RMalro_ Parcel ID: 25 - 9--30 -509- 0000 -amoo Zoning: Historic District: Description of Work: SL12CC (4 WQLL 6 sre-noa Square Footage: Permit Type: Building Electrical Mechanical Plumbing 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 Plumbing Repair -Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) 0.-GUJ0. (iGr vi oi{'oi t-1-i .............................. Property Owner:. TntleI fl Contractor•!5L)r\ <JI,<'<11Cj^r sG Address S 55 M P&(Of ddress: ILL U. 64pCCS Watt C La 3 ( 11:5anL"- Ca Sc I Gr ry; F'L 3 Z 0-7 Phon : "1ti_0 -. E-mail: 2 tea! Phone $ 1 I1$ StateLicense Number: 5CC04e4 3 Bonding Company: Mortgage Lender: Address Address: Architectt// Engineer.nt4— G,,ne%F JCt Itcf,1e. Phone:3 1(01- -771{ Address lOBoic 2J43(o8 touk-k P-tm creel) R.. 3-Zt-2-I Fax: 38(v 140 - (,5649 Plan Review Contact Person. Don G21 iC< Phode:J %I - 9qaIq FaJ E-mail: dun 5 i d i nq 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 verification that [will notify the owner of the erty of ere uirem is of F ori¢ Lien L2-08 FS 713. i Signature of Owner/Agent Date Signature of Contractor/Agent Date p6aQ Ly G . Ggi 5 Z _ Print Owner/ Agent's Name PrintjL11Vtrac1or/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or or APPROVALS:, ZONIT % UTIL: FD: MY COMMISSION # DD629096 EXPIRES: February 25, 2011 Contracto A or EXPIRES: Aev Peftft* 5%K&&vAa&oM or Produce ENG: ( Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL, DETAIL 0"inJOHNsok ,CFA,ASA PRUPERTY SE INOLE,CC7UN7 ..FL. 1701 E. FIRST gh' SANF01;6, FL32771-1468 407- 2008 WORKING VALUE SUMMARY . Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 25-19-30-520-0100-1608 Number of Buildings: 1 Owner: ROLIHO INC Depreciated Bldg Value: $256,650 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 #1608 SANFORD 32771 Land Value Ag: $0 Subdivision Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRDAMENDMENT Just/Market Value: $256,650 Assessed Value (SOH): $256,0 Tax District: S3-SANFORD-WATERFRONT REDVDST Exempt Value: $0 Exemptions: Taxable Value: $256,650 Don 04-CONDOMINIUM Tax Estimator Portability Calculator 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount: Deed Date Book Page Amount Vaclimp Qualified 2007 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Method. Frontage Depth Land Units Unit Price Land Value BLDG 1 UNIT 1608 GATEWAY AT RIVERWALKAssessACONDOMINIUMTHIRDAMENDMENT LOT 0 0 1.000 .10 ORB 6922 PG 141 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New Building 1 CONDOS 2007 12 1,741 1,885 1,741 CB/STUCCO $256,650 $256,650 Sketch FINISH Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft OPEN PORCH FINISHED / 108 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. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/web/re_web.seminole_county_title?parcel=25193052001001608&c... 3'/14/2008 Permit #: Project Name: 08-730 1 Screen Room / Wall Address: 225 Seminole Blvd. Unit W -(pboy' Plans Reviewed By: Richard Denman 03/13/2008 407.330.5656 The Permit is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions., applicable to this property that may 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. I. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All 2004 Florida Building Codes are to be complied with. 6. Any error or omission in this plan review, shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PET' # 72 J F- T OB" SHUT 73 OF 74 VMT# 1608 MODEL F2 GRAPHIC SCALE 10 0 S 10 20 IN FEET ) 1 inch = 10 ft. GATEWAY AT R.I VER WALK PHASE x A CONDOMINIUM: FIRST AMENDAIENT LOCATED IN SECTION23, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA UNIT "1609„ a r, n' 1— Z Lj m LU J Uj UNIT PLAN °F2' Square Footage Total: 1,885 sf NOTICE: THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CUHACI $ PETERSON ARCHfTECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE. SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION ARCHITECHTUk PLANS OVVW1 UNIT DIMENSIONS. i I I tZ ZO Sri Q Sr t$ 97 " ---- q7'' Z 1 FS Go c G21c i Fes... Coc GR'C DECK DONALD G GEISSLER JR. SC-0048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407430-me 407.130-4101 FAX J = Gt4'f- W 4Y F)-F klvf-_(<lvlir3u SC+ZE tit WA.t g zx sM EpGE Of tz cur, Cx si mac, C o w)C-2 ' XSPf tJSlo J M(,R L- 5(C'fl oC'/ 11pwCKs`r' Lo+c Tif $'GR.EVJ b"taRnr'1 n F PS M tic Zy o G, O 2X { 8oir1 slo£S 6" ton ja-aDs 605-lE-N T41zjj M9x ZW'o/c, io x i 1oz s.r,.5. - Iu-M ig-1-9t:ilj so:s5Es S 1hF rare Zxy) I F6zor`1 NpS Z in Eorl£i EX) $Tj E,t;s z i 3 9 r S f.rro Z,X Sri 8 Z x2 x ©.obZ /fJGt,c SJD 31 13/c QutGi{S CZ SECTION 1 SCREENED ENCLOSURES PURLINS ANCHORED W/ CLIPS OR #10 SCREWS THROUGH PURLINS INTO SCREW BOSSES 0 G) i f0 EAVE RAILS SHALL BE STITCHED W/ #10 x 1-112" SMS @ 6" FROM EACH END AND 24" OC MAX. GIRTS ANCHORED W/ CLIPS o ORTHROUGH#10SCREWS INTO SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ PRIMARY & 1" x 2" OR 1" x 3" SECONDARY ANGLES OR@ 6" FROM EACH POST AND 24" O.C. MAX AND WALLS MIN. 1" FROM EDGE OF CONCRETE 4 4. PURLIN & CHAIR RAIL DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P O_ Box 214368. SOWN Daytona, H 32121 T-phme #'. (386)767-1 I4 Fax M (386) 7614iS66 Email: IeUpe a]UeI15ouN.ne1 PAGE COPYRIGHT—IG 1-58 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E BENNETT, P.E. STRUCTURES WITH WOOD FRAME WALLSSECTION4 ALUMINUM ROOF SYSTEMS EXISTING WOOD BEAM OR HEADERX 1/4" x 2" LAG BOLT (2) PER POST TYP. UPRIGHT (DETERMINE HEIGHT PER SECTION 3 1" x 2" TOP AND BOTTOM TABLES) PLATE SCREW 2'-0" O.C. I i 10 x 1-112" SCREWS (3) MIN. PER UPRIGHT TOP & BOTTOM 2) 1/4" MASONRY ANCHORS PER SECTION 9) INTO CONCRETE a EXISTING FOOTING a VALUMINUM'SCREEN;ROOM'(NON-LOAD-BEiARING)=WALL UNDER WOOD FRAME PORCH SCALE: 3" = P-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Boa 214366. SONh Daylma, F1 U121 Telephone #: (386) 7674T 4 Fax #: (3 ) 767-&5% Email: IeUpeQbellsoul6.ne1 PAGE GHT- 4-20OjfN-Tl:T- SE REPRODUCED IN WHOSE OR IN PART WITHOUT THE WRRTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC; & VINYL ROOMS Table 3A.2.1 Allowable`Upright teeiEflts, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind nuar t iin SECTION 3A Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 4'-0" 1 4'-6.. 5'-0" 5'-6" 1 6'-0" 1 6'-6" 7'-0" 1 7' 6" Allowable Height H' /bending'b' or deflection'd'. 2" x 2" x 0.044" Hollow 7'-0" bi 6%1 V b 6'-6" bl 6'-2" b 5'-10" b 5'-7" b 5'4" b 5'-1" b 4'-11" b 4'-9" b2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" bj 7'-2" b 6'-10" b 6'-0" b 6'-3" b 5'-11" b 5'-9" b 5-7" b3" x 2" x 0.045" HollowE8'-4 7'-8" b T-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b3"x 2" x 0.070" Hollow 10'-3' b 9'-7" b 9'-1" b 8'-7" b 8'-2"b T-10" b T77" b T-3"b T-0" b2" x 3" x 0.045" Hollow 9'-5" b 8'4' b 8'-3" b 7'-10" b 7'-0" . b 7'-2" b 6'-11" b 6-8" b 6'-5" b2" x 4" x 0.050" Hollow 9'-11" b 9-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b2" x 5" x 0.062" Hollow 12'-9" b 11'-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'4" b 9'-0" b 8'-9" b2" x 4" x 0.046" S.M.B. 15'-6"- b 14'4" b 13'-5'' b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b2" x 5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15'-l" b 14'-4" b 13'-8" • b 13'-l" b 12'-7" b 12'-1" b 11'-8" b2" 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'-l" b 12'-7" b 12%2" b2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'4' b 5'-11" b 5'-9" b2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 1 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 T-2'' b 8'-8" b 8'-3" b 7'-11" b 7'-7" b T 4" b 7'-1" b3" x 3" x 0.045" Fluted 9'-1" b 8' 5" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b3" x 3" x 0.060" Square 11'-2" bl 10'4" b 9'-8" b 9'-1" 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 16-17 b 1 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b 11'4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-1" bi 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 1:- 1 car-tiA ...;-A ,..._a -4-urn.._-__. 24'-9" bj 22'-11" b 21'-5" b 20'-2" b 19'-2" b 18'-3" b 1 T-6" b 16'-9" b 1fi'-2" b 15'-8" b Sections J Tributary Load Width 'W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 1 4'.6" 1 E55 ,' 5'-6" 6'-0" 6'-6" 7'-0" T-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow 3" x 2" x 0.070" Hollow 6'-11" b 8'-2" b 7'-9" b 10'-4" b 6'-6" b 7'-7" b T-2" b 9'-7" b 6'-1" b 7'-1" bi 6'-8" bj 8'-11" bi 5'-9" b 6'-8" b 6'-4" b 8'-5" b 5'-5" bj 6'-4" bj 5'-11" b 8'-0" bi 5'-2" b 6'-1" b 1 5'-8" b 7'-8" b 4'-11" b 5'-10" b 5'-6" b 7'-4" b 4'-9" b 5'-7" b 5'-3" b 7'-0" b 4'-7" b 5'-4" b 5'-1" b 6'-9" b 4'-5" b 5'-2" b 4'-11" b 6'-6" b 2" x 3" x.0.045" Hollow 2" x 4" x 0.050" Hollow 9'-5" b 9'-11" b 8'-9" b 9'-2" b 8'-2" bF 8'-7" bj 7'-9" b 8'-1" b 7'-4" bj 7'-8" b 6'-11" b 7'-4". b 6'-8" b 7'-0" b 6'-5" b 6-9" b 6'-2" b 6'-6"_ b 5'-11" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 14'-5", b 11'-11" b 13'-4" b I VA" b 12'-6" b 10'-6" b 11'-10" b 9'-11" b CD1 2'!-155 9'-6" b a 10'-8" b 9'-1" b 10'-3" b 8'-9" b 9%10" b 1 8'-5" b 9'-5" b 8'-l" b 9'-2" b 2" x 5" x 0.050" S.M.B.. 17'-3" b 16-11" b 14'-11" b 14'-1" 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" b 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 7'-11" b 7'-5" b 6'-11" b 6'-7" b 6`-4" b 6-0" b 5'-9" b 5W- b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 1 8'-6" b 8'-1" bj 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 7'-10" b 7'4" bj 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" 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'-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" b 16'-6" b 15'-5" bj 14'-6" b 13'-9" b 13'-Z' b 12'-7" b 12'-l" b 11'-8" b 11'-3" b4" x 4" x 0.125" Square 23'-0" bj 21' 4" b 19'-11" bi 18'-9" b 17'-10" b 16'-11" 151 16'-3" b 15'-8" b 15'-1- b 14'-7" b 1 VAbove 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.. 2. Spans may be interpolated. REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. - 3A-25