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225 Seminole Blvd UNIT 509 - BC08-001161 (SCREEN WALL) DOCUMENTSQ f CITY OF SANFORD PERMIT APPLICATION Application # : C)6 (' "" ( - Job Address: ZZJ` SGtr+tr-)pie 131,J8. WGSe L)"il' So q1 Parcel ID: 25 ^ Iq-30 - 4UcJ Zoning: Submittal Date: 3 '-0 — 08 Value of Work: Historic District: Description of Work: Square Footage: Permit Type: • Building `IU 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 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) 1a CvJayo i o;+ion CL4 " Property Owner: Srinoyel t- Ctxf i,: 1 , =i,C Contractor:' yX }t •J t 1• t,C11C} T e-- . Address: 6CC5 R«it6tde Ra (vo Address: t i . l L1PfG53 WU0.tt C(eu(-1Q-f)8, GN 44131 Cansbt FL. 3z o- Phone: i Col 4-0(Q3.3 E-mail: Phone 1330-1-116 State License Number: 5CC04eLt 3 Bonding Company: Address Mortgage Lender: Address: Architect/Engineer nne_4- -Be_,SerViGf.})L. Phone:3 %,'7-47 t{ AddresJOP>o:c 2.14!(O$ tut% P , tcnA, R_ [[ 3 1 _zl Plan Review Contact Person DOn Gel7 S1-Ct, Phone:' %I - 9U9 Fax: 936- 1+191 E-mail: ion .5 0 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, ere. 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 l will notify the owner of the ppepekty of the requirements of Rprida Lien Law, FS 713. y- s Signature of Owner/Agent Date Signature of Contractor/Agent Date Toj, ftLD 6 64Q ,S5 Z ,JR Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signamr State of Florida y{. Date ti W,,+ JGDD1 y DrL MY COMMISSION # DD629096 s g EXPIRES: February 25, 201 l r; ARY FL Notary Dismount Assoc. Co. Owner/Agent is _Personally Known to Ivle or Contractor/Agent is Pesotl o or Produced ID Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG:" " Special Conditions: r / i HIM Permit #: Project Name: 08-1161 Screen Room Address: 225 Seminole Blvd. W. #509 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. PLANS EDr' CYT C r 1D AV It 191"INg UNffj 1509 MODEL F 41 GRAPHIC SCIALE IN FEET ) 1 inch = 10 M Engineers Planners G rdscape Arclrit SurecLs Surv eyors ConsttrLctiun Management www. Cphengimeer5.00m W_ t Fvrton St—f, Sawfmd, FL M771 P,O. 8-2508, S—b.4 FL 31772-ZM9 Pkonc 407322.6061 F= 407-M.0639 Lira " 8reiruss Reai tMahi m Nwvibr 710 GATEWAY AT RIVERWALK, PHASE 1 A CONDOMFNIUM F.IrRSTAMENDMENT LOCATED IN SECTION 25, TOWNSHIP 19 SOLIT11, RANCE 30 EAST CITY OF SANFORD, SEMINOLE COLINTY, FLORIDA C m nM ou rm 00 UNIT " 1510" c r; n' UNIT "1508" UNIT PLAN " Fa Square Footage Total; 1,885 sf Z Ld m W J LLI Z 0 0 0 w 0 J 0 FRONT LL C, J REAR N077CE: THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTED UNIT WED UPON DRAWINGS PREPARED BY CUHACI & PARSON ARCHITECTS FOR PROJECT 1202244. T. DIMENSIONS SHOWN HEREON ARE TN DECIMAL FEET PLEASE NOTE: SOUARE FOOTAGE TOTALS ARE BASED THE UPON PRE-CONSTRUCRON ARCHITECHTUAL PLANS OVERALL UNIT DIMENSIONS. W 1 Y (',1 u r2 W T LY I 1 q6 T I cZ RArc.w 96" - — 6' rb,, U-A )I— S01 w n DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSEIMRRY FL 32707 407.830-m8 407-830-4191 FAX SCREEN, ACRYLIC & -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 wind gust at 110 MPH velocity: using design (nad of 1't n titct: Sections J Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 47-0" 4'-6"1 5'-0" 1 5'-6" 1 6'-0" 6'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 3" x 2" x 0.045" 3" x 2" x 0.070" 2" x 3" x 0.045" 2" x 4" x 0.050" HollowE7'-6b Hollowb Hollowb Hollowb Hollowb Hollow 10-8b 6'- 11" b 8'- 2" b 7'- 8" b 10' 3" b 9'- 5" b 9'- 11" b 6'- 0" b 7'- 8" b 7'- 2" b 9- 7" b 8'- 9" b 9'- 3" b 6'- 2" b 7'- 2" b 6'- 9" b 9'- 1" b 8'- 3" b 8'- 9" b 5'- 10" b 6'- 10" b 6'- 5" b 8'- 7" b 7'- 10" b 8'- 3" b 5'- 7" b 6'- 6" b 6'- 2" b 8'- 2"b 7'- 6" b 7'- 11" b 5'- 4" b 6'- 3" b 5'- 10" b T- 10" b 7'- 2" b 7'- 7" b 5'- 1" b 5'- 11" b 5'- 8" b 7'- 7" b 6'- 11" b 7'- 3" b 4'- 11"b 5'- 9" b 5'- 5" b T3" b 6'- 8" b 6'- 11" b 4' 9" 5'- 7" 5'- 3" T- 0"b 6'- 5" 6'- 9" b b b b b 2" x 5" x 0.062" 2" x 4" x 0.046" Hollow S. M.B. 137 b 15- 6" b 12'- 9" b 14' 4" b I V-11" b 13'- 5" b 11'- 3" b 12'- 8" bI 10'- 8" b 12'- 0" b 10'- 2" b 11'- 5" b 9'- 9" b 10'- 11" b 9' 4" b 10' 6" b 9'- 0" b 10'- 2" b 8'- 9" b 9'- 10" b 2" x 5" x 0.050" S.M.B. 16-6" bl 1T-1" b 16-0" b 15'-l" b 14'4' b 13'-8" b 13'-V b 12'-7" b IT-l" 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 13'-l" b 12'-7" b 12'-2" 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" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 107-5" 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 677" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 1 9'-2" b 8'-8" bl 8'-3" b 7'-11" b 7'-7" b 7'A" b T-l" b 3" x 3" x 0.045" Fluted 9'-1- b 8'-5" b 7'-10" bj 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'A" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1 ' b 3" x 3" x 0.093" Square 16'-0" b 14'-10" b IX-1 1" 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'-l" b 17'-8" b 16'-7" b 15'-7" b 14'-10" b 14'-1" b 137-6" b 12'-11" 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 Nm For3secondwindgustat120MPHvelocity; using design load of 15.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'- 0" 3'-6" 1 4'-0" 1 4'-6" 1 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6" Allowable Height 'H' / 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" bj 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6-8" b 6'-4" b 6'-l" b 5'-10" b 5'-7" b 5'4" b 5'-2" b 3" x 2" x 0.045" Hollow 77-9" b 72" 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 8'4' b 7'-8" b 7'4' b T-0" b 6,4' b 6'-6" b 2" 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" bl 9'-2" b 8'-7" b 8'-1" 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" bI 11'-11" b 11'-1" bI 10'-6" b 9'-11" b 9'-0" b 9'-1" b 8'-9" b 8'-5" b 8'-l" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'4" b 12'-6" b 1 V-10" b X-=-b 1 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 1 V-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 13'-11" 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 7'-11" b 7'-5" b 6'-11" b 6-7" b 6'4" b 6'-0" b 5'4' 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'-l" _ 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'-1" 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" b 8'-6" b 8'-0" b 7'-8" b 7'4" 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" bI 12'-7" b 12'-1" b 11'-8" b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 2VA" b 19'-11" b 18'-9" b 17'-10" bi 16'-11" b 1 16-3" b 15'-8" b 15'-1" bi 14'-7" b Notes: 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. 1t 2. Spans may be interpolated. L) r'Z t611 IZ - 1-)(` 7 q -- Q. $ 7 10 HT REVISED APRIL 2007 I t I 1 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. I 3A-25 S+ZEEh9 1 1AL1_ Zx`IsMB EoGE pF Pwrt O i 6 ° - ----- 46 +Q 5,43LC goc-T' Z oR3 9140Ct_ T-J4iGP, L-- 6fCInOL NL,-V- -ra scr) Lr- b" FRA 1 NvS M F c Z"a1G, i ri tpM SRhf ray, Zxy) 3yft %"QUICY 5er- F o^1 D S r9A Zy" o/C. ZIn3€oM143 0 i I )(, z 2xy oQ zx SM3, 8oir1 s o£S S, E: oc,-o .51 Q Z x 2 x ©.a6Z N6z., 5r 5617- 6rn ; /y yr } Qv)c 'i `czZ