Loading...
225 Seminole Blvd UNIT 208 - BC08-001992 (SCREEN WALLS) DOCUMENTSCITY OF SANF7RD PERMIT APPLICATION Application # : O&7 Submittal Date: Job Address: -5 SCrnrno t (v8- Wete owl— Zoe Value of Work: $ 45 Parcel ID: 25 - 19-30 -so9- Pcoo -0000 Zoning: Historic District: Description of Work: 7G1zEic, 1n OLL Square Footage: Permit Type: Building KJ Electrical. Mechanical Plumbing'p Fire S prtnkler/Alarm.....Pool Electrical: New Service - # of AMPS Addition/Aiteration 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 Plumbing/New Residential: # of Water Closets Occupancy Type: Rcsidenual)k, Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: _ of Gas Lines Plumbing Repair -Residential Cp Commercial Occupancy Use Group(s): _ Flood Zone: (FEN1A form required) Sign y......l ........!... . ...I............ ................ I.....''.."........ LL........ 1 ... Property Owner: T-nnovLe1t_ Cbp.ta CAL Contractor: S t J t p1•t'ncr Tj 1 - Address:S S ("a :f46 R 9(a0 Address ot . t{PtC55 WQ.0 C(eVC1QJ)8, c N 4+3( Ca cl FL 3z-7o-1 21ty 5C C04S +R3Phone: (014-U(P33 E-mail: Phone 1"11S State License Number: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer,Bznn64 - JC rVi e t.S -_D1C Phone: 3 1 01- 411 y- Address fOE Oi -2Jt+48 teat b Icy t onQI FL_ //32« 1 Fax: 3(o _1(o_ - (o55(p Plan Review Contact Person G21 5l-er Phode: 4 G - 94 9 F l7g36- LN 91 E-mail: :tOn o+al•[ 5-, d i nc Ca 40l. Coen 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 mat 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 =bfy that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Wniito. 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 Ns 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 perty of the requirements of F da Lien Law, FS/713. Signature of Owner/Agent Date azure of Contractor Agent V Date Print Owner/Agent's Name Prinj,Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or PCodUctdID APPROVALS: ZONING: _ kM WQ 0y UT1L: FD: Special Conditions: DEI BIEaBL=;A"" OO N MY COMMISSION # DD62S '6 EXPIRES. Februarl25, 2011 I- R60.3= vOTARY rl. Ncty t iccocnr Contractor/ Ag t is" Personally ICnmsunrt©iMe.or. ProducedlD ENG: BLDG: fY_, ig]T J71 N SHEET 18 OF 74 UNIT# 1208 MODEL F5 I t i GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 ft. GATEWAY AT RIVERWALK• PHASE 1 A CONDOMINIUM FIRST AMENDMENT LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA UNIT "1209" 65. o' 6 6.7' m a 8.6' LIF14.3' m UNIT "1207" UNIT PLAN "F5" Square Footage Total: 1,885 sf F_ z W M Lit J Ld z O O U - w NOTICE: THIS DRAWING LS AN AS -BUILT OF 7HE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED By CUHACI & PETERSON ARCHRECTS FOR PROJECT 1202244. J. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE: SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION ARCHIlECHTUAL PLANS OVERALL UNIT DIMENSIONS. 6(- V-jH ,( RT Rl L) Ef WRL-K u1 IF 4 pZc JONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 3ZT07 407-830=7778 407-830-4191 FAX 6- III SCREEN, ACRYLIC &r VINYL ROOMS I SECTION 3A 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 winrt nn.t » iin A—U Sections 2" x 2" x 0.0" Hollow 2" x 2" x 0.055 " Hollow 3'-0" b B,10 " b 3'-6" 6'-11" b 8'-2" b 4'-0" Allowable 6'-0" b 7'-8" b a. V, IJ.0 Tributary 4'-6" Hei 6'-2" b 7'-2" b rrr>r Load Width W' = Purlin 5'-0" 5'-6" ht 'H' / bending 'b' 5'-10" b 5'-7" b 6-10" b 6'.6" b Spacir 6'-0" or deflect; 5'-4" b b' -3" b3" x 2" x 0.045" Hollow 8'-4" b 7' 8" b 7'-2" b 6'-9" b 6'-5" b-10" b3" 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" b2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-0" b 7'-2" b2" 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" b2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10' 8" b 10'-2" b 9'-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 1 V-5" b 10'-11" b2" x 5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15'-1" b 14'-4" 2' x 6" x 0.050" S.M.a. 19'-3" b 17'-10" b 16'-8" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-0" b 7'-1" b 6'-9" b 6'-6" b2" x 3" x 0,045" Snap 10'-5" b 9'-7" b 8'-11" b TT—b 8' 1" b 7' 8" b 7'-4" 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" b3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10" b 7'-5" b 7'-0" b b 6'-5" b3" x 3" x 0.060" Square 11'-2" b 10'-4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b3" x 3" x 0.093" Square 16'-0" b 1-7 0" b 13'-11 b 13'-1" b 12'-5" b 1 V-10" b 11'-4" b3" 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" b4" x 4" x 0.125" Square 24' 9" b 22'-11. b b 20'-2" b 19'-2" b 18'-3" b 17' 6" bFor3secondwindn—t t Olin unu ....1__ n 'd' 7'-0" T 6" 4'-11" b 4'-9" b 5'-11" b 5'-9" b 5'-7" b 5'-8" b 5'-5" b 5'-3" b 7'-7" b 7'-3" b 7'-0" b 6'-11" b 6'-8" b 6'-5" b T-3" b 6'-11" 9'-4" b 9'-0" b 8'-9" b 10'-6" b 10'-2" b 9'-10" b 12'-7" b 13'-1" b 12'-1" b 12'-7" b 11'-8" b 12'-2" b 6'-3" b 5'-11" b 5'-9" b 7'-1" b 6'-10" b 6'-7" b 7'-7" b 7'-4" b 7'-1" b 6'-2" b 5'-11" b 5'-9" b 7'-7" b 7'-4" b 7'-1" b 10711" b 10' 6" b 10'-2" b 2'-11" b 12'-6" b 12'-l" b 16'-2" b 15'-8" b 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to theabovespansfortotalbeamspans. 2. Spans may be interpolated. ZX (17- tZ, r Z- J " 1 % ( 7q 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.nel COPYRIGHT 2006 TG M-25 E NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. S+ZEEN A Z c sMB EoGE J LC Fs Z z' aLT' i S 4si'r_ I Crl bi Go.. C"Vj 4 X` b FRn r1 Jp S i 8oir 5vot-S lox zs..s. BoSS s Sl hf rare Zxy) vu i 3/ 9 S, X L S rt 8 E C.-1 S i D E.. 3 x c,r r s Z, X Z X 0.0 6 Z N GLC S IDF F or1 @ P „ 3 5 C7-(Z Z i n 8 Co NLuT Q6rrorj ; 341QU)c fj Z)