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225 Seminole Blvd UNIT 502 - BC08-001154 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERM*iT APPLICATION Application # :__ I 1 f Submittal Date: S —H '© e, r Job Address: 2-2-5 'Se M'tnole_ 13(,)C{• Wlete UNIT 5CGG Value of Work: $ (,35 . "O Parcel W: 25 ^ H-_30 -509- 0000 -C oo Zoning: Historic District: Description of Work: 61•e- pqnGI oyak xrezm L,.,-4, Square Footage: Permit 'Type: Building Electrical Mechanical El 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 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 Construction Type: # of Stories: # of Dwelling Units PlumbingRepair -Residential Commercial Occupancy Use Group(s): Flood Zone: (FEMA form required) - 4-C-V.. ...A J..........L...................................... I........... ........................ . Property Owner: Znnny, C1rlP Qic l Contractor: 1 ` 6k%pL : S t O1t'T'icr, Tj1G Address:5005 R«k tdt 124 96p Address: lJ• t1 CS WU C(2ue_10_,8, GN 44131 Ca Sclb FL 21cc Phone: (o'O1P33 E-mail: Phone State License Number: 5C C04e +R3 Bonding Company: Address: E Mortgage Lender: Address: Architect/Engineer-Be-Ane-4-_E Gnne-4-F SCtVICf'1L Phone:38(. 1(.-7-4714 AddresJ024:c 24_o8-- ff` 6u'tF I iiy at4 FL // 1'A( Fax:36(o -1(o-7-(0554p Plan Review Contact Person. DonGel76 t< Phode:1461- 94d9 Fa : t} ( Ismail: dun 44CLk is nq @ a-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. 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 IMPROVENIENTS 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 requi ement Fllon'dda Lientw, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Pri ontraetor/Agent's Name Signature of Notary -State of Florida Date Signature Votary -State of Florida Date Owner/ Agent is Produced ID Personally Known to Me or APPROVALS: ZONING: OR 3fa UTIL: MY COMMISSION # DD629096 o EXPIRES: February 25, 2011 boa ao 1Ngwl- 3-NOTARY rl. Notary Di=-t Ass Co. Contractor/ Agent is _ e° iP sonaly` now noVe oProduced ID FD: ENO: BLD Special Conditions: t Permit #: Project Name: 08-1154 Screen Room Address: 225 Seminole Blvd. W. #502 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. 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 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: EXHMjT 19 GATEWAY AT RIVER WALK. PHASE 1 F= 55 OF 7 A CONDOMMLIM FIRST AMENDMENT LOCATED IN SECTTON 25, TOWNSHIP 19 SOUTH, umff f 1502 RANGE 30 .EAST ii C= OF SANFORD, SEA17NOLE COUNTY, FLORIDA MODEL F I UNIT "1503" 65.0' 28.2' 14. 8' 2.2'X6.5' E Lauf&y n h{ Ui = r _ J J o 0 Lor, z r in iaamn10.3' 14. U 00 o M a oO N v {V N N I) m N t e N ci r} N N 1.g cV H 9.3' 1 5.8, 7.1' 8.6' 6.7' rr GRAPHIC SCALE 10 0 5 10 20 IN FEET) m 1 inch = 10 1t. Eagmeas Z i! Planners tape ArrhifectsLandSurveyors 0 Consirunstru ttian Management u,ww. cykengi a e e rs. c0 m Wqt Fnhon SHaG Suego.rC FL 3277I P.O. Buz 23M Sery-A Ft 3277;-2303 Ph~407.32Z"42 Fax407M6639 Linasxd Ha4inea ltgisMtiou T7umLrr ]]d? UNIT "1501" UNIT PLAN "F' Square Footage Total: 1,885 si N077CE. THIS DRAWING IS AN AS —HURT OF THE CONSTRUCTED UNIT BASED UPON DRAMNGS PREPARED BY CUK4CI & PETERSON ARCHf7ECT5 FOR PROJECT 1202244. 1. DIMENSIONS SHOWN HEREON ARE W DECIMAL FEET PLEASE NOTE. SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE—CONMUC77ON ARCHfTECHTUAL PLANS OVERALL UNIT DIMENSIONS. i so I G Cz) IZ K31' rls EACH S)vf. ly.xra SNIS a 36 r-ar<,X I XrFiA SPLIC-f- FL TT- 5- 41 i X 5i1r C> Bnr`ot'1 ;c 0 t JvxZ „ l QHI u c 4 I/ y )( zz n - rl X )FLrAT 3 saK Qolcr55 T Zr 1 X Z EftcH ro>_. il(K I y 4 tT - TF)RV Fu4T`zmy' I 0 M1 N IN nEr-1 H Eb f 1) fl'D t J yr av£ K 11 6" - 1 (2 sck]C &..I Fr,f-* E s" A "H LRo_<, S S Tv 1nl E—,<\ j y 11) 09 . FlooK PLRN IoT" Tb 5G134 uizn tf (cc tiuc 012," 16 1 3/9 _ W D6E f NcNo To WALL- '36TN Si9ES CRE J F.JAL.I DONALD G GEISSLER JR. SC C046423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL32707 407- 830-7778 407- 830-4191 FAX 5" 9 11 ZX- M S n F3ft 44 7 p EDGE of pwrtt o I txz A 1L luG 3/ 8 " y SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable'Uprght.:He ghts Chair Rail Spans or Header SpansforScreenA -l'ic or V niylRooms Aluminum Alloy 6063 T-6 For 3 second wind aunt at lin mpu SECTION 3A Sections 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 3" x 2" x 0.045" Hollow 3" x 2" x 0.070" Hollow 2" x 3" x 0.045" Hollow 2" x 4" x 0.050" Hollow 2" x 5" x 0.062" Hollow 2" x 4" x 0.046" S.M.B. 2" x 5" x 0.050" S.M.B. 2" x 6" x 0.044" S.M.B. 2" x 2" x 0.044" Snap Z" x 3" x 0.045" Snap 2" x 4" x 0.045" Snap 3" x 3" x 0.045" Fluted 3" x 3" x 0.060" Square 3" x 3" x 0.093" Square 3" x 3" x 0.125" Square 4" x 4" x 0.125" Square 3'-0" 1 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4--6" 1 5'-0" 5'-6" 1 6'-0" 6'-6" 7'-0" 7' 6" T 6" b 8'-10" b 8' 4" b 11'-1" b 10'-2" b 10'-8" b 13'-9" b 15'-6" b 18' 6" b 19'-3" b 9'-2" b 10'-5" b 11'-3" b 9'-1" b 11'-2" b 16-0" b 19'-1" b 24'-9" b 6'-11" b 8'-2" b 7' 8" b 10'-3" b 9'-5" b 9'-11" b 12'-9" b 14' 4" b 17-1" b 17'-10" b 8'-" b 9'-7" b 10'-5" b 8'-5" b 10' 4" b 14'-10" b 17'-8" b 22'-11" b Allowable 6' 6" b 7'-8" b T-2" b 9'-7" b 8'-9" b 9'-3" b 01'-11" b 13'-5" b 16'-W b 16'-8" b 7'-11" b 8'-11" b 9'-9" b 7'-10" b 9'-8" b 13'-11" b 16'-7" b 21'-5" b Height 7'-2 9'_1"7" 8'-3" b 8'-9" b 11'-3" b 12'-8" b 15'-1" b 15'-9" b 7'-6" b 8'-6" b 9'-2' b 7'_5" b 9'-1" b 171" b 15'-7" b 20'-2" b H' /bending 10" b 10" b S" bTb8'-b 7'-10" b 8'-3" b 10'-8". b 12'-0" b 14'-4^ b 14'-11" 7'-1" b 8'-1" b 8'-8" b 77-0" b 8'-8" b 12'-5" b 14'-10" b 19'-2" b b' 5'-7" b 6'-6" b 6'-2" b 8'-2" b 7'-6" . b 7'-11" b 10'-2" b 11'-5" b 13'-8" b 6'-9" b 7'-8" b 8'-3" b 6'-0" b 8'-3" b 11'-10" b 14'-1" b 18'-3" bi or deflection 5'" b 6'3" b 5'-10" b 7'-10" b T-2" b 7'-7" b 9'-9" b 10' -11" b 13'-r' b b 6' 6" b 7'-4" b 7'-11" b 6'-5" b 7'-11" b 11'4" b 13'-6" b 17'-b" bl d' 5'-1" b 5'-11" b 5'-8" b 7'-7" b 6'-11" b 7'-3" b 9'-4" b 10 ' 6" b 12'a^ b 13'-1" b 6'-3" b 7'-1" b T-7" b 6'-2" b 7'-7" b 10'-11" b 12' 11 b 16'-9" bl 4'-11" b 5'9" b 5'-5" b 7'-3" b 6' 8" b 6'-11" b 9'-0" b 10'-2" b 12'-1^ b 12'-7" b 5'-11" b 6'-10" b 7'-4" b 5'-11" b 7'4" b 10' 6" b 12'-6" b 16'-2" bf 4'-9" b 5'-7" b 5'-3" b 7'-0" b 6'-5" b 6'-9" b 8'-9" b 9'-10" b 11'-8^ 12'-2" 5'-9" 6'-7" T-1" 5'-9" 7'-1" 10'-2" 12'-1" 15'-8" b b b b b b b b b b Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6"$'-6= 5'-4"b Allowable Height H' /bending b' or deflection d' 2" x 2" x 0.044" Hollow 6'-11" b 6 W b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6'-6" b 6'-4" b 6'-1" b 5'-10" b 5'-7" 3" x 2" x 0.045" Hollow 7'-9" b 77-2" b 6'-8" b 6'-4" b 57-11" b 7T8" b 5'-6 " b 5'-W b 5'-1" b 4'-11" b3" 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'-9" 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" b2" x 4" x 0.050" Hollow 9'- 11" b 9'-2" b 1 8'"b 8'1 ". b 7'-8" b 7'". b T-0" b 6'-9" b 6' 6". b 6'-3" b2" x 5" x 0.062" Hollow 12-10" b 11'-11" b 11 10'-6" b 9'-11" b 9-6' b 9'-1" b 8'9" b 8'-5" b8'-1" b2" x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 1211'-10" b 11'-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b S-M-B'.: jt 17'-3" bl 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" b2" 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" b2" x 2" x 0.044" Snap 8'-6" b 7'-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" b2" 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'-0" b 8'-1" b 779" b 7'-5" b 7'-1" bl 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'-4 " b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b S-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b9'-7", b" b 8'-6" b 8'-0" b 7'-0" b 7'-4" b 7'-1" b 6'-10" b 6-7" b3" x 3" x 0-093" Square 14'-1 V 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 1 V-8" b 1 V-3" b4' x 4" x 0.125" 1. . Square 1 23'-0" b 21'4" b 19'-11" b 18'-9" hl 17'-10" bj 16'-11" b 16'-3" b 15'-8" b 15'-1" 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. % REVISED APRIL 2007 7 Q l QE. (Z'Z!) 1.2. 16 r ,gyp (9'7") Lawrence E. Bennett, P.E. FL # 16P&A CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone M (386) 7674774 Fax #: (386) 767-6556 _ Email: lebpe@bellsouth.net COPYRIGHT 2006 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ZA-25 I