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225 Seminole Blvd UNIT 506 -BC08-001158 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMr%' APPLICATION Application #: - Ibmittal Date: -' 1- Li lob Address: ZZ-S 56tnIDOtt. 131 OC W(5te &V4 \ Ti^ rr0 1 Value of Work: Parcel 1D• 25 - 19'-30 -569- OCoo -(O000 _ Toning: Historic District: Description of Work: 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Plumbing Repair -Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) cL- 'y................................ t rLC............................................................... t PropertyOwner: la- 1nr% ove St Ch Qinl , _;, Contractor. k t- 6J Address: 6005 Rca kS-Ae Ra lad Address:tlPreS WUt C( eue_lw,cl, GW 4L41 1 Can-6eIbe_rry FL 3Z-7071 Phone: ( ol 1a33 E-mail: Phone 830 •-1-1,16 State License Number: 5C C048+a3 Bonding Company: Address: Mortgage Lender: Address: Arch itect/Engineer.&nn/_4+-Gnne4+ Settlice_-> Phone:3&.. 14,-1-4'11L{ t/ Address :l OHcrc 2J 43(p8 tL 4 R_ // 3 (ZI Fax: 36(o _l (o'l - (e55 (p Plan Review Contact Person. Dbr) Geo_t5I t< Phode:l 4141- 9Qa% Fa : 936- 1+I C? E-mail: bun t4CL+G 6-. d i nQ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all Jaws regulating construction in this jurisdiedom 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 I will notify the owner of th r erty of the quirements of Florida Li n Law, FS 713 Signature of Owner/Agent Date Signature of ContracWdAgent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date 4Mt7.e otary-State of Florida Date o4 Yp F WA MY COMMISSION # DD629096 aF o EXPIRES: February 25, 2011 O - J'NOTARY H. Notary Discount Assoc. Co. Owner/ Agent is Personally Known to Me or Contractor/Agent is —Personally Known to e or Produced ID _ Produced tD APPROVALS: ZONING: /hitUTIL: FD: ENG: BLDG:- Special Conditions: Ism(ff Permit #: Project Name: 08-1158 Screen Room Address: 225 Seminole Blvd. W. #506 Plans Reviewed By: Richard Denman. 4/02/2008 407.330.5656 The Permit Ds 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. l . 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 current 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 YOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT .YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. M1' 1 <1 a 1.ff s# 59OF7 UNIT# 1505 MODEL F rr:. rrs 70, s RAPHIC GATEWAYATRIVERWALK PHASE Z A CONDOMINIUM FIRST AMENDMENT LOCATED IN SECT7ON25, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA UNIT "1507" V J.V 28.1' 14.8' 4.0' 2.0'X5.5' LouE rr o N Q 9.5' Sri a Ci 1.0 10.0' 23 2. o ca 1.0' 7 0 95.8' 10.3' 7 14.3, LO v Cn a m C4 E m C14N ell, L j r N O 15.9' 7.1 ' to 8.6' 6.6' I y UNIT 1505" c ImmmqIr, I SCALE W m" IN FEET ) 1 inch = 10 ft, z Cn z n M 0 z m 71 C7 UNIT PLAN "F" Square Footage Total: 1,885 sf OZ W W w M W F- J NOTICE: THE DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CUHACI do PETERSON ARCHITECTS FOR PROJECT 1202244.1. D#dENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE: SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE— CONSTRUCTION ARCHTTECHTUAL PLANS OVERALL UNIT DIMENSIONS. 14 0 or Ca i t,.1('( F37' R yE w 3t K NIT # UL- 7T i Z. zx i I; x, SFfi,J G R6a, L1f.G x2 IA— JUNALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 3M 407- 839-7778 407- 830-4191 FAX 45' I SCREEN, ACRY4IC & VINYL ROOMS SECTION 3A Table 3A.2A Al Iowa bld`Upright Heights,, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind oust at 110 MPN col.,, I..• ..L.. a . __ _ Sections 2" x Z" x 0.044" Hollow Tributary Load Width 'WI' = Purlin Spacing 3'-0" 1 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1 6'-6" 7'-0" b 6'-11" b Allowable 6'-0" b Height 6'-2" b H' /bending 5'-10" bj b' 5'-7" b or deflection 5'-4" bi d' 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 57 b V-7" b3" x 2" x 0.045" Hollow 8'-4" b 7'-8" b T-2" bi 6'-9" b 6%5" bi 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'4" b 9'-1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7'-3" b 7'-0" b2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8%9" b 8'-3" b 7'-10" b 7'-6" _ b 7'-2" b 711" b 6'" b 6-5" b2" x 4" x 0.050" Hollow 10'-8" b I V-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-W b 6-11" b 6%9" b2" x 5" x 0.062" Hollow 13'-9" bi 12'4" b 1 V-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" bi 14'4" b 13'-5" b 12'-8" b 12'-0" b 1 V-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 15-1" b 14'-4" b 13'-8" b 13'-1" 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'-1" b 12'-7" b 12'-2" b2" x 2" x 0.044" Snap 9'-2" b 8'-0" b 7'-11" b 7'-6" b 7'-1" b 6'4" b 6-6" b 6-3" b 5'-11" b 5'-9" b2" 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" b2" x 4" x 0.045" Snap 11'4' b 10'-5" b 7-9" b 9'-2:' b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b T-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" b 3" x 3" x 0.060" Square 11%2" b 10'-4" b 9'-8" b 9'-l" b 8'-8" b 8'4" b 7'-11" b 7'-7" b 7'4" b 7'-1" b3" x 3" x 0.093" Square 16'-0" b 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" 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" b 21'-5" b 20'-2" b 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15'-8" b V Tributary Load Width W' = Purlin Spacing Sections 3'-0" 3'-6" 1 4'-0" 4'-6" 1 5'-0" f 5'-6" 6'-0" 1 6'-6" T-0" 6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" b 6'-6"b 6'-l" bi 5'-9" b 5-5" bI 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6'-8" b 6'4" bi 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'-4" b 9%7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'4' b 6'-6" b2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 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" b 8'-l" 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 11'-11" b 11'-1" bi 10'-6" b 9'-11" b 9'-0" b 9'-1" b 8'-9" bi 8'-5" b 8'-1" b 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-6" b 11'-10" b 11'-2" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 0' 60" S-IIN. IT-3" b 15'-11- 14'-11" b 14'-1" b 13'-4" 9" 12'-2" b 1 V-8" b 11'-3" b 10'-11" b 6" x 0.050" r2'* 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 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b 64" b 6'-0" b 5'-9" b 5-7" b 5'-5" b 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b 7%11" b 7'-6" b 7'-2" b6'-10" b 6'-7" b 6'4" b 6'-1" b x4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 1 8'-0" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'710" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'4" bj 6'-11" b 6'-0" b 1 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'-0" b 7'4" b 7'-l" 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" b 14'-6" b 13'-9" b 13'-2" b b 11'-8" b 1 V-3" b 4" x 4" x 0.125" Square 23'-0" bj 21'4" b 19'-11" b 18'-9" b 17'-10" b 16'-11" bj 16'-3" 151 15'-8" b 157" b 1. Above spans do not include length of knee bra e. Ad horizontal distance from upright to center of brace to beam connection to theabovespansfortotalbeamspans. ( t 1 t t/ 2. Spans may be interpolated. Z X J Z 9 I Z t X ' ',4 _ O D /p f I'11rE1 /V N'r REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 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. BENISIM, P.E. I 3A"25 S'+z£N WAIL Z1C` j sMB lr ! E'DGF- Of Pf7r'i o WOO— D C 11.5 NoT TD 56. 4LC 5(•-cT1 D Nu,- Tc SCA M : 1kZ a. kA 1L )uG tNj v'j XSPF3 JS oJ ao T' 5oC / M Arc 2"olG. F70,5iJUTo x w Bo 5 5 SHhF 6K 7ZX9) Ca, c crT SC..R i Ffzorl pS MA c ZH" o/C. InBcoMI- 13 1 1(z 2x y oa- Z.xS' 5r13. Bc; S,orcS 6 ` f Kztn )' DS M 9x Z LC O/£. I E x,ST»G i Cow C-'Rtc i E, i; s (7_ > CZI"# b X3 y r? 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