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225 Seminole Blvd UNIT 212 - BC08-001996 (SCREEN WALLS) DOCUMENTSCITY OF,SANFORD PERMIT APPLICATION Application ## :_Oeo1 _ I I% Submittal Date: V Job Address: 2-7-5 SCrn,noit. 73108• Were (JPI'1 2I2- Value of Work: J Parcel ID 25 19- 3 SOq- ©\C'CO -C OCA Zoning: Historic District: - Description of Work: AliL Square Footage: _ Permit Type: Building 4C1 Electrical Mechanical Plumbing ElFire 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 Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial Construction Type: _ _ ## of Stories: # of Dwelling Units: _ of Gas Lines Plumbing Repair -Residential Commercial Occupancy Use Group(s): Flood Zone: (FENIA form required) ci%tv)a.t1 ficr oI -. t- r uL 11 Property Owner: Znnov ,- t cae , _< Contractor: SL S t o``t,,f1q Address: sus i oCt' d Ra : 94 Address: H,oi Q. Cu{PrG55 W0.0 C( ey_land, GN 44131 cat-cfbe_r-r—FL 3Z O-f phone: Col on olH-OtQ33 E-mail: Pho ne: e830-1-116 State License Number: 5CC0413ia2 Bonding Company: Address: Mortgage Lender: Address: ArcWtect/ Engin eer' nun/_4-4 -BGnne4 Phone:3 Address f0lbOx 2Jq o$ Jev- P.yi-or ,% Plan Review Contact PersonlDXlGel76k,- Phode. Faaxg3cJ- t}!91 E-mail: dun Ia G ciinth p.o(, co 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 thisjurisdiction. 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 construcuon and ' Zoning_ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INIPROVEMENTS 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 Iwill notify the owner of the e uireme rida Lien Law, F 713. C Signature of Owner/ Agent Date Signature of Contracto"r/Agent VDate Print Owner/Agent' s Name Print Contractor/Agent's Name Signature of Notary - State of Florida Date Signature of Notary -State of Flo ON. Y BBIE(+ BLAN' 2 w MY COMM[SSION # DD62S09G oc ° I=xPtizEa: Febmary ^_ 5, ?.JI l I-900-3- NOTARY- FI. Ncz r}•Dis ocnz A^s^c. !'r. Owner/Agenr is _ Personally Known to Me or Contractor/Agent is T Personally Known toMe or T Produced ID Produced 11) I APPROVALS: ZONING: Z UT1L: FD: ENG: BLDG: Special Conditions: EMMIT "Br SIMET 22 OF 74 UNIT# 1212 MODE. F2 0 T y IT T O 6 N in 12. 9' r - GRAPHIC SCALE 10 ! i 0 5 10 20 IN FEET ) 1 inch = 10 ft. GATEWAYAT RIVER'WALK. PHASE I A CONDOMINILIM FIRST AMENDMENT LOCATED IN SECTTON25, TOV6WSHIP 19 SOU77t RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORMA FRONT UNIT " 1213" RIGHT I v LEFT 65. 0' SEAR 20. 0' 10.7' 6 0' a 0 2 9' to ai = of t3i z in Y m W J 00 7. W 00 Z 4. 6' 3.2' 6.9' - `r ` o ' o cligN16 r7od6. S 7. 1 c' r W5 o6 7.5'L) thcrWI, ym O orn O 1' 6.1' 6 0 76' 2. 9' UNIT " 1211" I 1 UNIT PLAN 12° Square Footage Total: 1,885 sf NOTICE: THIS DRAWING 15 AN AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAONGS PREPARED BY CUHACI do PETERSON ARCHITECTS FOR PRGUECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE. SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION ARCHRECHTUAL PLANS OVERALL UNIT DIMENSIONS. r Ex 5 A Li J(, 1-xZ 113' w 11 ua )T- Z I I W r4 L.L.S 2 I~ I F S CO c(Z I Co GR TC Afr-K DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 4074830-7778 4074830.4191 FAX SCREEN, ACRYLIC & VINYL ROOMS 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 load of 13.0 #/SF 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 0.050" S.M.B. 2" x 2" x 0.044" Snap 2" x 3" x 0.045" Snap 2" x 4" x 0.045" Snap 3" x 3" x 0.045" Fluted 3" x 3" z 0.060" Square 3" x 3" x 0.093" Square 3" x 3" x 0.125" Square 4" x 4" x 0.125" Square For 3 second wind gust at' 120 Tributary Load Width 'W' = Purlin Spacing3'-0"1 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 7'-0" 7'-0" b 7'-0" 8'-10" 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 1 V-3" b 9'-1" b 11'-2" b 16'-0" b 19'-l" b 274 9" b MPH velocity; 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 8'76" b 9'-7" b 10'-5" b 8'-5" b 10'-4" b 14'-10" b 17'-8" b 22'-11" b using Allowable b 6•-0" 7'-0" b 7'-2" b 9'-7" b 8'-9" b 9'-3" b 11'-11" b 13'-5" b 16'-0" 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 design Hei b 6'-2" 7'-2" b 6'-9" b 9'-1" b 8'-3" b 8'-9" b 11'-3•' b 1278" b 15'-1" b 15'-9" b 7' 6' b 8'-6" b 9'-2 b 7'-5" b 9'-1" b 13'-1" b f.5-7" b 20'-2" b load of 15.0 ht 'H' /bending b 5'-10" 6'-10" b 6'-5" b 8'-7" b 7'-10" b 8'-3" b 12'-0" b 10'-81' bE4'-3 14'-4" b 14'-11" b 7'-1" b 8'1" b 8'-8" b 7'-0" b 8'-8" b 12'-5" b 14 10" b 19'-2" b SF b' b 5'-7" 6' 6" b 6'-2" b 8'-2" b 7'-6" . b 7'-11" b 7-8b 8'- 3" b 6' 8" b 8'- 3" b 11'- 10" b 147- 1" b 18'- 3" b or deflection b 5'4" 6'- 3" b 5'- 10" b 7'- 10" b 7'- 2" b 7'- 7" b 9'- 9" b 1U'- 11" b 13'- 1 b 13'- 8" b 6'- 6" b 7' 4" b 7'- 11" b 6'- 5" b 7'- 11" b 11'- 4" b 13' 6" b 17'- 6" b d' b 5'-1" 5'- 11" 5'- 8" b T- 7" b 6'- 11" b 7'- 3" b 9'- 4" b 10'- 6" b 12'- 7" 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" b b 4'-11" b 5'-9" b 5'- 5" b 7'- 3" b 6'- 8" b 6'- 11" b S' 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" b b 4'-9" 5'- 7" b 5'- 3" b T- 0" b 6'- 5" b 6'- 9" b 8'- 9" b 9'- 10" b 11'- 8" b 12' 2" b 5'- 9" b 6'- 7" b 7'- l" b 5'- 9" b 7'- 1" b 10'- 2" b 12'- 1" b 15'- 8" b 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 0.0" Hollow 2" x 4" x 0.05050" 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 0.050" S.M.B. 2" x 2" x 0.044" Snap 2" x 3" x 0.045" Snap 2" x 4" x 0.045" Snap 3" x 3" x 0.045" Fluted 0. 060" Square 3" x 3" x 0.093" Square 3" x 3" x 0125" Square 1 4" x 4" x 0.125" Square 1 3'- 0" 3'-6" Tributary 4'" 0" 4'-6" Load Width 5'" W' = Purlin Spacing 1 6'-6" 7'.0" 1 7'-6" 6'- 11" b 8'- 2" b 7'- 9" b 101- 4" b 9' b 9'- 11" b 12'-10" b 14'-5" b 17'-3" b 17'-11" b 8'-0" b 9'-0" b 10'-5" b 8'-5" b 10'-5" b 14'-11'--' b 17'-9" bi 23'-0" b 6'-6" b 7'-7" b 7'-2" b 97-7" b8'-9" b 9'-2" b 11'-11" b 13'-4" b 15'-11" b 16'-7" b 7'-11" b 8'-11" b 9'-8" b 7'-10" b 9'-7" b 13'-10" b 16-6" b 21' 4" b Allowable 6'- V' b 7'-1" b 67W b 8'-11" b 8'- 2" b 8'-7" b 11'-1" b 12'-6" b 14'-11" b 15'-6" b 7'-5" b 8'-5" b 9'-1" b 7'-4" b 8'-11" b 12'-11 b 15'-5" b 19'-11" b Height 5'- 9" b 6'-8" b F-4 b8'-5" b 7'-9" b 8'-l" b 10'f" b 11'-10" b 14'-l" b 14'-0" b 6'-11" b 7'-11" b 8'-6" b 6'-11" b 8'-6" b 12'-2" b 14'-6" b 18' 9" b H' /bending 5'-5" 6'-4" b 5'-11" b 8'-0" b 77 7'- 4bT-8" b 9'-11" b 1 V- 2" b ITT" b 13'-11" b 6'-7" b 7'-6" b 8'-1" b 6'-6" b 8'-0" b 11'-7" b 13'-9" b 17'-10" b b' 6'- l" b 5'4' b 7'-8" b 6'-11" b 7'4". b 9'-0" b 10'-8" b 12'-9" b 13'-3" b 6'A" b 7'-2" b 7'-9" b 6'-3" b 7'-8" b 11'-0" b 13'-2" b 16'-11" b or deflection 5'-10" b 5'-6" b 7'-0" b 6'-8" b 7'-0" b 9'-1" b 10'-3" b 12'-2" b 12'-8" b 6'-0" b 6'-10" b 7'-5" b 5'-11" b 7'CF b 10'-7" b 12'-7" b 16'-3" b d' 5'- 7" b 5'-3" b 7'-0" b 6'-5" b 6'-9" bl 8'-9" b 9'-10" b 12'-2" 11'-8" fb 5'- 9" 6'-7" 7'-1" b 5'-9" b 7'-l" b 10'-2" b 12'-1" b 15'-8" b b 5'- 4" b 5'-1" b 6'-9" b 6'-2" b 6'-6" b 8'-5" b 9'-5" b 1'-3" b 1'-9" b 5'-7•' b 6'-4" b 6'-10" b 5'-6" b 6'-10" b 4'-5" b 5'-2" b 4'-11" b 6'-0" b 5'-11" b 6'-3" b 87-1" b 9'-2" b 10'-11" b 11'-4" b 5'-5" b 6'-1" b 6'-7" b 5'-4" b 6-7" b 9'-9" b 1 V- 8" b 15'-l" b 9'-5" b 11'-3" b 14'-7" b Notes: 1. Above spans do not include length of knee above spans for total beam s ns. brace. Add horizontal distance from upright to center of brace to beam connection to the 2. Spans may be interpolat d. ) It REVISED APRIL 2007 lZ 6 9( Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone a: ( 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. BENNETf, P.E. 3A-25 T W ' HT - SC,+zCE a WALL- r-1 LC ro S--1L 7-xI sMi3 n 71I1W m0ltf`e- oxiVzS.0.S. Iwm G z9c-j so-<,5f.S 65lShF raK Zxy) l Vy %'' q u,c-r- o FK.ow1 p 5 MAC ZH'' o/C. z IYt$fpMj' FoGfz ol= pprii o I 1_Q ,— Ex STi El FS (Z '> I lx z 10 ,"/y S r7,S. 6 `' rizon )ANDS M 4x Z q"o/c, 3 aox3!41 tjS, 1 Z, czy* Z. X Z x a.o6Z Mt4 c SrflE