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225 Seminole Blvd UNIT 204 - BC08-001988 (SCREEN WALLS) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION Application # : 9 v Submittal Date: 4 r- QJobAddress: 2-2-15 Xrr nolt • WC t C a' Z."` Value of Work: $ Parcel TD: 25 --19-_'30 - So9- OCoo -C 000 Zoning: Historic District: _ Description of Work: vJPLJ cl_ Square Footage: 1.......................................................................... Permit Type: Building YCJ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service -# of AMPS Mechanical: Residential Non-Residenrial Plumbing/ New Commercial: # of Fixtures Pool Sign Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: #offWater Closets Occupancy Type: ` Residential {iy, Commercial Industrial Plumbing Repair -Residential Commercial Occupancy Use Group(s): Consrruction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEIVIA form required ) cL-i-C.y JCLyy (CrRJ•t ?tton CLL............................................ Property Owner: TnnOvL1I9tC1'lb011, Contractor:/ Address: S f?Cik rOG -l 6 Address: lo . 4Pre-s,3 WGiu C1zVdQ_r\ 8, GN 4413( _ C0.c b F'L 32 01 46-1 5C Co48'+R3 Phone: (a14-oIQ33 E-mail: Phone: i"1'18 State License Number: Bonding Company: Mortgage Lender: Address Address: Architect/Engineer nn64- -Berme- Service--51C Phone: 3&,, AddresJOB°A 2J4 X,8 tgx. , P,A+•cnq FL L32(Z1 Fax:3(c -1(0 7 (0551Q Plan Review Contact Person Don Gel-5sltt' Phode: Ho - ?q,?% Fax: 936- Lj 91 F-mail: ::5vn s+ake 5. j i nQ, w Q-OI . COdr) 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 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 verificationlhat I will notify the owner of the er[y of the requirements of Flo a Lien Law, FS 713. Signature of Owner/ Agent Date Signature of Contractor/Ageni D e DOOOLD Print Owner/ Agent' s Name Print Contractor/Agent's Name Signature of Notary - State of Florida Date Signature of - e t DE$BIE;$ LAN,">vON MY COMMISSION # DD629096 y gyp' C; X!'ITiI S: Februgri 25, 2011 PORNFl. Not srI= RW-3=NOTARYNotary4i-rounrPs ec.Co, Owner/Agent is Personally Known to Me or Contractor/Agent is T Personally Known to Me or Produced [D Produced ID APPROVALS: ZONING: N_Ww__ UT1L: FD: ENO: BLDG: * Wt Special Conditions: MiliiJ./' iJ 0 14 OF 74 UNIT# 1204 MODEL F5 0 Ni GATEWAY AT RIVER WALK: PHASE I A CONDOMINIUM FIRST AMENDMENT LOCATED IN SECTION 25, TOWNSHIP 29 SOUTH, RANGE 30 EAST CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA UNIT "1205" I 65.0' E OL tp = o m U ( r m 8.8' 5.0' .3 .3 •0. C0 O Elf p to CrC Q' I'7 •C J 28 2' I GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 ft A 6' 9 U w c0 6.6, CV QXV o N N O 4J 7.5' ' 8.6' 14.1 ' w z o c C 7.5, 4 C U Y o Laulrtdr C qj- J 14.8' T r' 9.6' 9 9' 2.9' 4.0' UNIT "1203" y UNIT PLAN F5" 1 Square Footage Total: 1,885 sf NOTICE: THIS DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT RASED UPONDRAWINGSPREPAREDBYCUHACI & PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE: SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE —CONSTRUCTIONARCHfiiHZALPLANSOVERALLUNITDIMENSIONS. 6- (- iI_ W H -( R l- R ly E tz'w R 1- K U l\'J 17 -itp 2. o I I ) xZ. zxq I J 6oILl>JG Ix2 ONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 3M 407- 83067T78 407- 830-4191 FAX o' 6' 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 x 4" x 0.050" Hollow10'-8" 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" 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 For 3 second wind gust at30 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 4'-6" 1 51-0" I5'-6" 5'-0" 1 6'-6" b b 7' S" W-10" b7'-8" 8'4" b7'-2" 11'-1" b9'-7" 10'-2" b'-9" 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'-V b 24'-9" bj MPH velocity; b4"b 12'-9" b 1474" b IT-l" b 17'-10" b 8'-6" b 9'-7" b 10'-5" b 8'-5" b 10' 4" b 14'-10" b 1T-8" b 22'-11" bl using Allowable 6' 6" b b b 9'-3" b 11'-11" b 137-5" b 16'-0" b 16'-8" b T-11" b 8'-11" b 9'-9" b 7'-10" b 9'-W b 13'-11" b 16'-7" b 21'-5" b design Height b 6'-2" b 7'-2" b6'-0" 6'4' b 9'-1"b 8'-3" b 8'-9" b 11'-3" b 12'-8" b 15'-1" b 15'-9" b T-6" b 8'-6" b 9'-2' b 7'-5" b 9'-1" b 13'-1" b 15'-7" b 20'-2" b load of 15.0 H' / b 6'-5" b 8'-7" b 7'-10" b 8'-3" b 10'-8" b 12'-0" b 14'-4" b 14'-11" b T-1" b 8'-1" b 8'-8" b 7'-0" b 8'-8" b 12'-5" b 14'-10" b 19'-2" b SF bending 'b' 5'-7" b 6'-2" b 8'-2" b 7'-6" b T-11" b 10'-2" b 11'-5" b 13'-8" b 14'-3" b 6'-9" b 7'-8" b 8'-3" b 6' 8" b 8'-3" b 11'-10" b 14'-1" b 18'-3" b or deflection b 5'-4" 6'-3" 5'-10" b T-10" b 7'-2" b T-7" b 9'-9" b 10'-11" b 13'-1" b 13'-8" b 6'-6" b 77-4" b T-11" b 6'-5" b T-11" b 11'4" b IT-6" bj 17'-6" bj d' b 5'-1" b 5'-11" 5'-8" b T-1" b 6'-11" b 7%3" b 9'-4" b 10'-6" b 12'-7" b 13'-1" b 6'-3" b T-1" b 7'-7" b 6'-2" b 7'-7" b 10'-11" b 12'-11" b 16'-9" bj b 4'-11" b 5'-9" 5-5" b 7'-3" b 6'-8" b 6'-11" b 9'-0" b 10'-2" b b 4'-9" b 5'-7" 5'-3" b T-0" b 6'-5" b2" 6'-9" b 8'-9" b 9'-10" b 12'-1" b 12'-7" b 5'-11" b 6'-10" b 77-4 b 7'l" b 10'-6" b 12'-6" b 11'-8" b 12'-2" b 5'-9" b 6'-7" b 7'-1" b 7'-1" b 10'-2" b 12'-1" b 16'-Z' 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 0.045" 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 B" x 0.050" S.M.S. 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" x 0.060" Square 3" x 3" x 0.093" Square 3" x 3" x 0-125" Square 4" x 4" x 0-123" Square 3'-0" T-6" 4'.0" Tributary 4'-6"6'-Q" Load Width 'W' = Purlin Spacing 6'-6" 1 T-0" 77-6" 6'-11" b 8'-2" b T-9" b 10'-4" b 9'-5" b 9'-11" b 12'-10.. b1 14'-5" hl 17'-3" 8'-6" b 9' 8" b 10'-5" b 8'-5" b 107-5" b 14'-11 bj 17'-9" b 23'-0" b 6' fi" b T-7" b T-2" b 9'-7" b 8'-9" b 9'-2" b 11'-11" b 13'-4" T-11" b 8'-11" b 9'-8" b 7'-1p" b 9'-7" b IT-10" bj 16'-6" b 21'-4" b Allowable 6'-1" b T-1" b 8'-7" b 11'-1" bj 775" 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 6' 4" 18'" b 10'-6" b 6'-11" b T-11" b 8' 6-7- b 6'-11" b 8'-6" b 12'-2" b 14'-6" b 18'-9" b H' / bending 5'-5" b 6'-4" bl T-B" b 6'-7" b T-6" b 8'-1" b 6'-6" b 8'-0" b 11'-7" b 137-9" b 17'-10" b b' 5'-2" b 6'-1" bl b b 6'-4" b T-2" b 7'-9" b 6'-3" b 7-8" b 11'-0" b 13'-2" b 16'-11" b or deflection 4'-11" b 5'-10" hi 12'-2" b 12'-8" b 6-0" b W-10" b 7'-5" b 5'-11" b T 4" b 10'-7" b 12'-7" b 16'-3" b d' 4'-9" b 4'-7" b 4'-5" b 5'-7" b 5'4" b 5'-2" b 11'-8" b 12'-2" b 5'-9" b 6'-7" b 7'-1" b 5'-9" b 11'-3" 1 T-9" b 11'-4" b 5'-7" b 5-5" b 6'-4" b 6'-1" b 6'-10" b 5'-6" b 6'-7" b 5'-4" b T-1" b 10'-2" b 12'-1" b 6'-10" b 6'-7" b 9'-9" b 9'-5" b 11'-8" b 11'-3" b 15'-8" b 15'-1" b 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 theabovespansfortotalbeamspans. 01 2. Spans may be interpolated. ZxS' (JZIZ(2.17,(,7q ;z 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.net COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRffTEN PERMISSION OF LAWRENCE E. BENNET, P.E. 3A-25 ofc-n cA- Now -ro SCOLC, t TIC w T j .. ( vJ r3 2.. zx sM13 EoGE P P C..X [ .X lgL. • 7 1 t d , a ' XtSTf Cx s i L Nk: V'i XSf'( IJS c J FX I ST b FRA 1 ><Nv S Z X MAx Zy"olC, 5M3, F FS 41 S, ZC T-1 O-I s Bo S SRhf tUK Zxy) 69 cz)' ti s, E SioE 3 " K Y4. 4u,c-r- sc. Rlv. 6 FfZor1 END 5 MAX Zy'' olc Z" Z, XZ X ©.O6,.,Z n IDE fa P ; 3'/Z''y' Qu Ksr-C2 T(Z) Y'I''x y 0s,f)qIol-05s RAH SIoE r d FX I S'S-i -iv Co-3G. W X L! Cazul`c7lot,3 Tb coucrzesr :(y}3/8 3 WEOC,E Rr cHor`; w s"i r I.ESs%yxzoxkl DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX zx-z. yyn Sri5 Z S In* u N I r q06 ' Z) lzx3/y 5M5 zx Ws z.?(y sMB Z5M5 F'R C ZI 10 x I I z S MS ID >`AG j S D1 oP oTrerl 11 Z xa a(STi ti.l b CtJoi SNor+N it Za4 5TE£Z Frtflrlf. uwT-0baq 5 r D fS a- W W ASri EK EiK-t Si a uN l`s- 5T>I FcpvZ, It 11 194X, IDS C sxs;tgo5,0LT- W wr4SNEq frACH 5)DE r 4---X15TIvG