Loading...
225 Seminole Blvd UNIT 602 BC08-000727 (SCREEN WALL) DOCUMENTSs CITY OF SANFORD PERMTT APPLICATION, Application 1 Submittal Date: I Z-1 -o% ' Job Address: 2-2-5 SeMrrnoiL 13W. We5 VINValue of Work: $ _ _ , bS 00 Parcel ID' 25 " I9-30 - 9909 - OCco -C000 Zoning: Historic District: Description of Work: C'fefCO % SquareFootage: g 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: #off 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) y.... .. izJfS'_ .................. ............ .......... ............. Cvdqc j 1 Property Owner: r - - UAh- C--.,,zontractor: • 61 O+t'n`cr,Address: 15Q05 -vi i 2-fGQjs t`• E I VVI<X ss: I L I K. C tC5 WQ.I.t 2 IgoC Le u I nr G N .4 fi Sc 1 1 4G, Ca e I be_rrN I FL 3 Z7o1 Phone: E-mail: 3 2-71-1 Phone: 90 -1"1"1 S State License Number. SC C©4S 4 o Bonding Company: Address Mortgage Lender: Address: Architect/ Engineer ne-4- enne4+ Serviced -the. Phone:3 1(o-i-t+77t} Address fbBO < 2143 (o8 JeLu ,yR_ 321 I Fax: 8(0 110"7 (,5 (I" Plan Review Contact Person^G21i)-5 t< P h o [[ne I9 9Vq F. -:36- Lf(9I E-mail: bun t4cL4-c 5, di nc' 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, eta 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 PAYINGTWICE 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 I will notify the owner of the roperty of e r uire ents of Flori a Lien Law, FS 713, I-N-619 Signature of Owner/Agent Date Signature of Contractor Agent Date Do>.o G• G>l SSLk'2 J Print Owner/Agent's Name Pr Con for/A ent's Name Signature of Notary -State of Florida Date S gn e o -State of Flo da Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONE 71, 1 .0* UTIL: FD: MYC'ONYMISSION # U4 d790' EXPIRES: f'ebruan,25, Contractor/;, q , P,ersonaY y fCiiown to Me or Produced ID T ENG: B ; Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL, DETAIL DAYID JOH7iSDN, CFA, ASA PROPERTY, aa PMER SEMINGLE oounrnrF - 1101 E. RkST,ST 9ANFOIiD, FL 32771-1468 407 - 665f. 7508 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 25-19-30-520-0100-1602 Number of Buildings: 1 Owner: ROLIHO INC Depreciated Bldg Value: $538,240 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 #1602 SANFORD 32771 Land Value Ag: $0 Subdivision Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRDAMENDMENT Just/Market Value: $538,240 Assessed Value (SOH): $538,2 Tax District: S3-SANFORD-WATERFRONT REDVDST 00ExemptValue: $ Exemptions: Taxable Value: $538,240 Dor: 04-CONDOMINIUM 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 LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Price Land Value BLDG 1 UNIT 1602 GATEWAY AT RIVERWALKUnit A CONDOMINIUM THIRD AMENDMENT LOT 0 0 1.000 .10 ORB 6922 PG 141 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New Building 1 CONDOS 2007 16 3,262 3,770 3,262 CB/STUCCO $538,240 $538,240 Sketch FINISH Appendage / Sgft OPEN PORCH FINISHED / 234 Appendage / Sgft OPEN PORCH FINISHED / 274 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=251930520010016O2&c... 3/14/2008 Permit #: Project Name: 08-727 Screen Room / Wall Address: 225 Seminole Blvd. Unit 602 Plans Reviewed By: Richard Denman 03/13/2008 407.330.5656 The Permit 9s 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. 1. 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. KEPIM1T# - 727 l GATEWAY AT RIVERWALK. PHASE 1 57.7' FIRST AMENDMENT I Z A CONDOMINIUM LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMMOLE COUNTY, FLORIDA 1 4.5' 00 Balcony 14.91 Off EXIT N 6 25.9' o M H9E4' 87 OF 7 M ter Bedroom 2 15.2' 112.5 12.0' Master Bedroom M UNIT# 1602 Great RoomL 0 MODEL P1 UNIT "1 6 01 " 7 1.9 21.9' 9.1 i. c. M 00 to w.. i N o v; Iniw. Mo ran 4. $' a cv L6 24.4' UNIT "1603" Penthouse "P1" 7 6' a lin. Square Footage Total: 3,770 sf 13.8' 4 1_ 0 Bath 2 15.4' Dining Kitchen Lei 7. L 2.) 17i o 23.33.2 ctr LO Bath 2 5. 7 5.9 77 Nook 11. 0 N 00 Bath 4M 16 D' ri g'• Oc ? S. if) 8' o oyer GRAPHIC SCALE ® undry r 7M7 h Li 10 0 5 10 2D 8.0' Bedroom 3 Bedroom 4 lO U. IN FEET 3o rn Lanai i inch = 10 ft. 14.2' 11. 4.4 25.3' Engineers _ Pl rs Lands Su„ acape `'"di' LIMITED COMMON ELEMENT Surveyors CanstructivnManagement tvww, eph engine ers.eo m SBO WOA FrRo S PWs Sylar4 Ft 32M Y.O. Box 20K Sa4o* F! 32M-Tiled P)W— N7.3126N] Fardd7—M&O&9 Lk."d 8isi RKithaaon M-d-7743 coo REPS 2 iFWV 4 y pl—T poyEiZw L uw,-r 166Z, IXZ 4-1<Li I Sr Q SM$ E1 1i1L» IF y eNtCT,--r Df el71* Z' ,5 A 4 ! ,x L.1 SMQ smz xz IZ L DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407- 830-7778 407. 830.4181 FAX IZ L DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407- 830-7778 407. 830.4181 FAX j I-r w n "i- vQr3 U/ Sr-+KCJb 1 WALL_ Z C` 1 sM13 EnGE p Cia LC- Dc)1.S NET Tb Lc-n No-r Tc XSPRt S)U,J ga T' M A,c Zy OA/ r95Epmr)-7 0 I I(,Z zx `i SM3, Io rC3 yr1.S, 84ir- 5i s 6 0 riZorl k'-aDS 2)-*1ox )'/? S,(1.S. I , I)4-m G-rvj Bo55 s Sf1hF r-OK Zxy u,cr 5£-r- Jc-r F ow1 Nn S Z' l InScoMLX-'j v SECTION 1 SCREENED ENCLOSURES PURLINS ANCHORED W/ CLIPS OR #10 SCREWS THROUGH PURLINS INTO SCREW BOSSES E3 O) EAVE RAILS SHALL BE STITCHED W/ #10 x 1-1/2" SMS @ 6" FROM EACH END AND 24" OC MAX. GIRTS ANCHORED W/ CLIPS OR THROUGH #10 SCREWS 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 c. 4 PURLIN CHAIR RAIL DETAIL SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, 8— Da,—. FI 32121 T-j,—e #: (386) 7674774 F. #: (366) 767-6566 Emsil: IeEpe@6e8soulh.n#t PAGE COPYRIGHT 2D06 1-58 NOT TO BE REPRODUCED IN WHOLE OR W PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.F STRUCTURES WITH WOOD FRAME WALLSSECTION4 ALUMINUM ROOF SYSTEMS EXISTING WOOD BEAM OR HEADER 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. 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 ALUMINUM%5_C,REEN-ROOM>(NON7 , D BEARING)_, E'' UNDER WOOD FRAME PORCH SCALE: 3" = T-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. B- 214WB, S,N DaYlo FI32121 Telephone #. (386) 7674774 Fez #: (W) 767-6556 Email: Ie6Pa@he6saM. PAGE UTCOPYRIGHT4-2VT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC & 'VINYL ROOMS Table 3A-2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind nuct at lin uau SECTION 3A Tributary Load Width 'W' = Puriin SpacingSections3'-0" 3'-6" 4'-0" 4'-6" 5'-0"-F 5'-6" 1 '-0" 1 6'-6" 1 7'4" 7•-6" Allowable Height H' / bending 'b' or deflection'd' 2" x 2" x 0.044" Hollow T-6" b 6'-11" b 6'-0" bi 6'-2" b 5'-10" b 5'-7" b 5'-4" b 5'-1" bi 4'-11" b 4'-9" b 2" x 2" z 0.055" Hollow 8'-10" b 8'-2" b T-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 8'4" b 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" b 3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'-7". b 9'-1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b T-3" b 7'-0" b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b T-10" b 7'-6" . b T-2" b 6'-11" b 6'-8" 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 T-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 2" x5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10'-8" bj 10'-2" b 9'-9" b 9'-4" b 9'-0" b 8'-9" b 2" x4" x 0.046" S.M.B. 157-6" b 14'4" b 13'-5" bl 12'-8". b 12'-0" b 1.1'-5" b 10'-11" b 10'-6" bj 10'-2" b 9'-10" b 2" x5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15'-1" b 14'4" b 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11'-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 1 T-1" b 12'-7" b 12'-2" b 2" x2" x 0.044" Snap 9'-2" b 8'-6" b T-11" b T-6" b T-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" bi 9'-T' b 8'-11" b 8'-6" b 8'-1" b T-8" b 4 7'" bT-1" b 6'-10" b 6'-7" b 2" x4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b T-7" b 7'4" b 7'-1" b 3" x3" x 0.045" Fluted 9'-1" b 8'-5" b T- 00" b T-5" b T-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'-1" b 8'-8" b 8'-3" b T-11" b T-7" b T4" b 7'-1" b 3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b 1 V-4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-1" b 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" bl 21'-5" bj 20'-2" b 19'-2" b 18'-3" b 17'-6" b 16'-9" , b 1 16'-2" b 15'-8" b Sections v TributaryLoad Width ' W' = Purlin Spacing T-0" 3'-6" 4'-0" 4'-6" :' S' 0T ,j 5'-6" 6'-0" 1 6'-6" 770" 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 2" x 3" x. 0.045" Hollow 2" x 4" x 0.050" Hollow 6'-11" b 8'- 2" b 77- 9" b 10'- 4" b 9'- 5" b 9'- 11" b 6'- 6" b T- 7" b 772" b 9'-7" b 8'- 9" b 9'- 2" b 6' 4" b T- 1" b 6'- 8" b 8'- 11" b 8'- 2" b 8'- 7" b 5'- 9" b 1 6'-8" b 6'4" b 8'- 5" b T- 9" b 8'- 1" b 5'- 5" b 6' 4" b 5- 11" b 8'- 0" b T- 4" b T- 8" b 5'- 2" b 6'- 1" b 5'- 8" b T- 8" b 6'- 11" b TA". b 4%11" b 5- 10" b 5'- 6" b 7'- 4" b 6'- 8" b 7'- 0" b 4'- 9" b 5'- 7" b 5'- 3" b 7'- 0" b 6'- 5" b 6'- 9" b 4'- 7" b 5'- 4" b 5'- 1" b 6'- 9" b 6'- 2" b 6'- 6" b 4'- 5" b 5'- 2" b 4'- 11" b 6'- 6" b 5'- 11" b 6'- 3" b 2" x 5" x 0.062" Hollow 2" z_4_ x: 0.046"__._S`M_67 2" x 5" x 0.050" S.M.B. 12'-10" b r 14'-5" b 17'-3" b 11'- 11" b 13' 4" b 15- 11" b 11'- 1" b 12'- 6" b 14'- 11" b 10'- 6" b 11 ` 10" b, 14'- 1" b 9'- 11" b, 71 13'4" b 9'- 6" b 10'- 8" b 12'- 9" b 9'- 1" b 10'- 3" b 12'- 2" b 8'- 9" b 9'- 10" b 1 V-8" bi 8'-5" b 9'- 5" b 11'- 3" b 8'- 1" b 9'- 2" 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" bj 11'-9" b 11'-4" b 2" x 2" x0.044" Snap 8'-6" b 7'-11" b T-5" b 6'-11" b 6'-7" b 6'A" b 6'-0" b 5'-9" b 5'-7" b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b T-11" b T-6" b T-2" b 6'-10" b 6'-7" b 6'A" b 6'-1" b 2" x 4" x 0'045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b T-9" b 7'-5" b T-1" b 6'-.10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b TA" b 6'-11" b 6'-0" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'A" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b T-8" b TA" b T-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 I V-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 1 17'-9" b 16'-6" b 15'-5" bj 14'-6" b 13'-9" b 13'-2" b 12'-7" bj 12'-1" bj 11'-8" bj 11'-3" b 4" x 4" x0.125" Square 1 23'-0" b 2 VA bb 19'-1 Vbf 18'-9" b 17'-10" b 16'-11" bi 16-7 bj 15'-8" bi 15'-1" bj 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.. 2. Spans may be interpolated. REVISED APRIL 2007 Lawrence E. Bennett, P. E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368, South Daytona, FI 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