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225 Seminole Blvd UNIT 501 - BC08-001153 (SCREEN WALL) DOCUMENTSApplication # : t- . I, CITY OF SANFORD PERMIT APPLICATION Submittal Date: :3-1 L4 `c2 Job Address: ZZ-.ur' SernrrloIt i31\)e• wete uwIT So I Value of Work: $ -N 1.3Z( Parcel ID: 25 - 19-30 - So9: Ccoo -(3000 _ Zoning: Historic District: _ Description of work: L_A-X KJLA 6A JLLA-k 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 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) 4}wa ...Rir.iiOi%tor.•iiG• ... . cc1.-_ .... 11. ..................... Property Owner: ?+nov[ i C'ap l , Zt,<• • • • • • • • • • • • • • • • •Contractor: Su •<fu}C S t O t,f11Ct', ._Ll Y-- Address:5005 Rod«.e RJ 4"9(00 Address: 1U Q. Ct pt-66_5 Aj" u C 1eV(_10nd, OW 44131 Ca::t,6c1 be_rry , FL 3 z'7o1 Phon :IIO (ol4-o(v33 E-mail: Phone 830 1"1'IS State License Number: SC CQ4S4a Bonding Company: Address: Mortgage Lender: Address: Architectt//Engineer M1G4+-Gnne4+ SeryieC. 'le_ Phone:3 1(0-7-4-11t} Address'P03o)c 2443(6 t&jf P,Atcn4) R— //3 1_2-I Fax:38(o-1(017-(01564P Plan Review Contact Person.Dor)Get--,Si-eC Phode:3 4(1(- <NA Fa :"'936- 4I ql E-mail: dun t4a.+C 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 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 verificatiorrthat I will notify the owner of the erty of a requirements,of Florida Lie Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date CD G 60 65L 2 <J Print Owner/Agent's Name Print CogCractor/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Produced ID Personally Known to Me or APPROVALS: ZONING: A qa UTIL: Date SignaturkooiINotary- tate of Florida Date DEBBIE BLANT,ONO MY COMMISSION O DD629096 EXPIRES FabiO 25 2011 dbrn. Fl. Notwi Diswmt Assoc. Co. 140L0•NOTARY Contractor/Ag T own to e or Produced [D L FD. ENG: BLDG:-°r/ Special Conditions: q3 r Permit #: I Project Name: 08-1153 Screen Room Address: 225 Seminole Blvd. W. #501 Plans Reviewed By: Richard Denman 4/02/2008 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. 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 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 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. PERMIT # DATE, 1* GATEWAY AT RIVERWALK PHASE 1: A CONDOMINIUM FIRST AMENDMENT LOCATED IN SECTION25, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA IMP 54 OF 7 UNIT# 1501 MODEL GI GRAPHIC IN FEET ) 1 inch = 10 it. Enginem pJannera LanBscapeArthftects 52eroeyors Construction Marmgrmerrf w w w. c p h c n g i n e e r s. c o m w" F.U.. SbwdR 5—f—A Ft 32772 P.O. 0— 2901, Swfm{ R 32771.2 09 PP-407=6841 F-467-336A" L.—A Bu M Ralr"fti Nb..L- 7240 I LIMITED COMMON ELEMENT UN1 T "15.02" r 0 1 Wo L- wof-l' W6LL PRuICL, Al VV jqLl_ TIxZ 7-)(g lb WALLS e Cf) Ll,3G , n LE DONALD G GEISSLFR JR. SC C048Q3 SUN STATE SIDING, INC. 161 N. CYPRESS wAy CASSELBERRY FL 32707 4074=-7778 407400.4101 FAX I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright eights'; Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind oust m lin repo col.,.-n..• -1... SECTION 3A Tributary Load Width 'W' = Purlin SpacingSections3'-0" 1 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" Allowable Height H' /bending b' or deflection d' 2" x 2" x 0.044" Hollow T-6" b 6'-11" b 6'-6" b 6'-2" b 5'-10" b 5'-7" b 5'4" b 5'-l" b 47-1-1 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" bl 5'-11" b 5'-9" b 5'-7" b3" x 2" x 0.045" Hollow. 8'A" 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" b3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'-7" b TT_b 8'-7" b 8'-2" b T-10'' b T-7" b 7'73" b 7' 0" b 2" x 31''rX 0-045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-6" . b 7'-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 7'-11' b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" bi 12'-9" b 1 T-11" b 11'-3" b 10'-B" b 70'-2" b 9%9'' b 9'A" b 9' 0- b 8'-9" b2" x 4" x 0.046" S.M.B. 15'-6" bi 14'4" b 13'-5" bi 12'-8". b 12'-0" b 1 V-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 181-6" b IT-l" 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 164' 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" b 8'-6" b 7'-11" b T-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'A" b 7'-1" b 6'-10.' b 6,J.' b2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7%11" b 7'-7" b 7`A" b T-1" b 3" x 3" x 0.045" Fluted 9'-1" b 1 8'-5" b T-10" b 7'-5" b 7'-0" b 6'-B" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x 3" x 0.060" Square 11'-2" b 10'A" b 9'-8" b 9'-l" b 8'-8" b 8'-3" b T-11" b T-7" b TA" b T-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 1 VA" 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" bj 14'-10" b 14' 1" b 13' 6" b 12'-11" b 12'-6" b 12'-1" b4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" b 20'-2" b 19'-2" b I 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15'-8" b Sections v Tributary Load Width 'W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 7'-6" Allowable Height 'H'=/'t e"Ili 'b' or deflection 'd' 2" x 2" x 0.044" HollowE17'-9 6'-0" b 6'-l" b 579" 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 7'-7" b 7'-1" b 6'-8" b 6'-4" b 6'-1" b 5'-1 0' b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow 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 9'-7" b 8'-11"b W-W" b T-8" b T4" b 7'-0" b 6'-9" b 6' 6" b 2" x 3" x 0.045" Hollow 8'-9" b 8'-2" b' 7bT-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 T-0" b 6'-9" b 6'-6". b 6'-3" b 2 x 5 xU.062" Hollow j 2 x 5,' x,0 050 r S M:B' 12'-10" b 14'-5" b 1T-3" b 11'-11" b 13'-4" b 15'-11" b 1 V-1" b 12'-6" b 14'-11" b 10'-6,, b 1 V-10 b; 14'-1" b 9'-11" . 11 2 b 13-4' 9'-6" 10'-8" 9"`b, b b 9'-1" b 10'-3" b 12'-2" b 8'-9" b 9'-10" b 11'-8" b 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"W137 IT-1 1 b 16'-7" b 15'-6" b 14'-8" b IT-1 1" b Tt3"R 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 T-5" b 6'-11" b' 6'-7" b 6'-4" 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" bi 7'-11" b 7'-6" bi 17'-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'-l" b 8'-6" b 8'-1" bi 7'-9" b 7'-5" b 7'-l" b 6'-10" b 6'-7"' b 3" x 3" x 0.045" Fluted 8'-5" bj T-10" b 7'-4" b 6'-11" b 6'-6" ' bj 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 7'-8" b 7'A" 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" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-1" b 11'-8" bj 11'-3" b4' x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" bj 14'-T' b 1. Above spans do not include length of knee brace. Add horizontal d®fistanceomuprighttocenterofbracetobeamconnectiontothe above spans for total beam spans. Z y , , 7 ( .7I 6+ r+'HT 2. Spans may be interpolated. jj REVISED APRIL 2007 Z 12 ' + %9 n • a, I rHr 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 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A'2 5 jl: w0f—(IlVQf4U s i S rZ J 1rJA 7—;(''15MB EPA p l" L a 11f Ca LL- rm a EXt Si lt. e — E CtS'T?-G t- 'T" D ({A iL )uG L Coy c,12fc'i" 5 LC Cx s c, Ears (Z'> rXS'Rt S v aa r t T P4 Ar- f N- r - ro SG, M Arc zy"olG, SM 3 , F FS rl g fp m r,.1'1r a j BO l r `aCat'cs 6 Boss S 5f1 hF roK Zxy) v 3 YIX Y49. 6 F2or1 DS Z't In9CoMfx- Z. x 2 x 0.o6LC: P ;1%Z}(/ y Qu VCSZ 66MY`1 ;