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225 Seminole Blvd UNIT 214 - BC08-001998 (SCREEN WALLS) DOCUMENTSt CITY OF SANFORD PERMIT APPLICATION Application #: q 0 Submittal Date: Job Address: Z ZS SCMt no It C( WCS VIA lT Z) Value of Work: $ C l Parcel ID: 25 19--:30 S69- 0000 -'©000 Zoning: Historic District: Description of Work:(?)5r—W-t-1 Vio — EX-y— i Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential / { Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair -Residential Commercial Occupancy Use Group(s): Flood Zone: (FEMA form required) Sign I.............................. 1...... • j......... ....... .. Property Owner: &ATEw A-/ A R Contractor: Sur t" rL S 1 O t ncc, 1C . Address:_;Cr _ RZ>eKS19f EF' -L Address: o k) ulprc5.5 W0.0 7 —G'L-v,Z , o H y 113) Ca c I b r,, FL3 z-7o-7 Phone:Zt b%y-' 643 E-mail: Phone 3O 1"1"1S St. teLicenseNumber: 5CC04e'f3 Bonding Company: Address: Mortgage Lender: Address: Architect/EngineernllL4--E GnnC4 SC+UlGCS,"1L Phone:3 1%7-4-1-I AddresJOBoy 2444,$ ` -oXA , Pa'A ng, R_ JJ321 ZI Fax: (o _%ol - (c55 (p Plan Review Contact Person. Dot) G2176iCr Phone:' 4t0 - 9Q,?9 Fat4:"7936- `fI 9I E-mail: :5yn t40-+C 5 -. @ 6.01 . co(n 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: 1 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 I 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 verificationthat Twill notify the owner of the pro erty of the re uirements of Florida Lien Law%, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Lbw Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date I) EBBIE BLr1N :0.V MY COMMISSION ft DD629096 EXPIRES: February 25, 2011 OW- 3-NOTARY R Notary- Dicrornr Owner/ Agent is _ Personally Known to Me or Contractor/Agent is , Personally Known to Me or Produced tD Produced ID APPROVALS: ZONING: /M, A U Z-d W4 UTIL: FD: Special Conditions: ENG: BLDG.w M 1 Ed1d1.1m *13* HEST 24 OF 7 UNIT# 1214ck\ l MODEL N3 ` V_ 8.9' c N t Y 19.3' GRAPHIC SCALE 10 o s to GATEWAY AT RIVERWALK. PHASE I A CONDOMINIUM FIRST AMENDIWENT LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUTgTY, FLORIDA 65.0' 10.9 42.7' 0 tn if 01 m c O 20.50' PO 6.0 0 10.4' _ 6.2' 12. m oa r" 9.6'o6 3.2 7- - UNIT "1213" UNIT PLAN "NY Square Footage Total: 1,495 sl NOTICE: THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CUH4CI & PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE 1N DECOOL FEET PLEASE NOTE. SOUN?E FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION ARCHIT£CHTUAL PLANS OVERALL UNIT DIMENSONS- BI r 1z V I" Z'x, FAlok-T wmw u)I-' Z)H o u c fZ'rz -i-F- 9f) J-) III DONALD 0 GEISSLER JR. SC COW23 SUN STATE SIDING, INC. 161 N. CYPRESS WAY` GASS121 BERRY FL 32707 4074M-7778 40743"191 PAX ki IF SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind aunt at 110 MPH vah-lrv• -ice .4--1 - o.._ Sections J Tributary Load Width 'W' = Purlin Spacing 3'-0" 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 7'-0" 7'-6" Allowable Height H' t bending 'b' or deflection d' 2" x 2" x 0.044" Hollow 7'-6" b 6'-11" b 6'-0" b 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" b 7'-2" b 6'-10" b 6' 6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b3" x 2" x 0.045" Hollow 8' 4" b T 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 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 7-10b 7'" 6" b 7'-2" b 6'-11" b 6'-8 - b 6'-5" b 2" x4" 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" In 2" x5" x 0.062" Hollow 137-9" b 12'-9" b 10 V-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'A" bj 9'-0" b 8'-9" b 2" x4" x 0.046" S.M.B. 15'-6" b 14'A" bi 13'-5" b 12'-8" b 127-0" b 11'-5" b 10-11" b 10'-6" b 10'-2" b 9'-10"db 2" x 5" x 0.050" S.M.B. 187-6" b17'-1" b 16'-0" b 15'-l" b 14'-4" b 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11'-8" 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 147-3" b 13'-8" b 13'-1" b 12'-7" b 12'-2" 2" x2" x 0.0"', Snap 9'-2" b 8'-6" b T-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9"2" x3" x 0.045" Snap 10'5" b 9'-7" b 8'-11" 8'6" b 8 11" b 7'-8" b 7'A" b 7'-1" b 6'-10" b 6'-7"2" x4" 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 7'1t" b 7'-1" 3" 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" x3" x 0.060" Square 11'-2" b 10'11" b 9' 8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7' 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 1 V-10" b 11'-4" b 10'-11" b 10'-6" b 10'-2" b 3" x3" 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" x4" x 0.125" Square 1 24'4" b 22--11" b 21'-5" b 20'-2" b 19'-2" bi 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" 1 3'-6" 1 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 1 F7w- 7'-6" Allowable Height H' I bending W or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b' 2" x2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6' 8" b 6' 4" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow T-9" b 7'-2" b 6'--8 b 6'" b f 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'-W b 7'-0" b 7'-0" b 6'-9" b 6'-6" b 2" x3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'A" b 6711" 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'-1" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-0" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 11'-11" b 11'-1" b 10' 6" b 9'-11" b 9' 6" b 9'-1" b 8' 9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b ITA" b 12'-6" b 11'-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 15'-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 IT-1 1" 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 T-11" b 7'-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" 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 8' 6" b 8'-1" b 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'A b 6'-11" b 6' 6" 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" bj 8'-0" b 8'0" b 7'-8" b TA" 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 1 V-7" b 11'-0" bi 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" bi 16'-6" b 15'-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-l" b 11'-8" b 11'-3" b 4" x 4" x 0.12-5" Square 23'-0" b 21' 4" b 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" ti 15'-8" b 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) 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- BENNETT, P.E. I 3 / "-25 S+ZE N wA>< zX i sMB EpGE cf I,- EX1.S'T I C 2J'T- TD Z A I L l F,SG i Cow C.'Rrc3` f:XSPRIJSIvJ XIST Qulr-rr Nor Ta Sc t MRx "a/C, 5M3, tFS Z r9 f p H rr r IC) 8oir- 5 o£S FA`siE Tlir`4 E z(Z M Zy'o/c, i Q,o55.S e C.-1 5 t p E. YL CaJctc-r SC.2 i'v F or1 ANDS MAC Zy'' olG IngcoMiXA Z i\ as ori ; 13/4 x QviGKS i Z