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225 Seminole Blvd UNIT 504 - BC08-001156 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT, -APPLICATION Application #: _ - } Submittal Date: 22-5 Serr %noIt 3108• Wete LA-3II- bq `` 5- oea Job Address: Value of Work: $ 1 t S Parcel ID: 25 ^ Iq--30 - -969 - OCoo -acoo Zoning: Historic District: Description of Work: C 1 w11 t-L f Square Footage: Permit Type: • Building `fCJ • • • •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 Plumbing/ New Commercial: # of Fixtures _ Replacement of Water & Sewer Lines Plumbing/New Residential: # of Water Closets !_ Occupancy Type: Residential Commercial Industrial New (Duct Layout & Energy Calc. Required) of Gas Lines Plumbing Repair -Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ci-[vJa{ Accboi->i+ion u-G c, 1 •••.,•••••.•••••••• Property Owner: nnOvf 6+ Cae"+0-1 , -Lr,C Contractor: _ !J' tGL, Si p1t'n,Cf'r Tx' ,. Address:5005 Rodt6,.A4 RJI zliz9(0o Address: lilt U. 0J4F?re5_-5 WCltt C(eue_lan8, GW 4413I Ca:t 6cI be_-r ,. FL 3z-yo-T Pho e:l (014-0(933 E-mail: Phone e3O -1-118 State License Number: 5C C0484a3 Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer`&nllG4+ Phone:38 1(. 1-4111+ Address'POBc'L 2J4-Ae8 `J,nvt 7:e,4+tn4, R_ [/ 3 1 Z.l Fax: W. -1(0 - (05`7 i , Plan Review ContactPerSOnOr) G2t7 ICr, Phoftll 41.1- 94a9 Fg J"'936- t-f'(91 E-mail: dun S4ai-C 5', J i nq Q.o! . Corr) 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 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 I will notify the owner of th erty,requirements of Florida en Law, FS 713. Q, Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date SiAWO of . tary-State of Florida Date 0 , MISSiON # DD629096 is rehuary25, 2011 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally" au tt-tT'M or Produced ID Produced ID R r APPROVALS: ZONING: UTIL: FD: Special Conditions: ENG: BLDG.- a 09 Permit #: Project Name: 08-1156 Screen Room Address: 225 Seminole Blvd. W. #504 Plans Reviewed By: Richard Denman 4/02/2008 407.330.5656 The Permit Bs Subject 7o 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 fled 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. PkRW # DATE; a m GATEWAY AT RIVERWALK PHASE 1: A CONDOMINIUM FIRST AMENDMENT LOCATED IN SECTION 25, TOWNSHIP 14 SOUTI3, RANGE 30 EAST CITY Or SANFORD, SEMINOLE COUNTY, FLORIDA 2 1f PB2r 57OF'7 VIUTJ 1504 MODEL P2 Penthouse "P2" Square Footage NOTICE: THIS DRAWING 6 AN AS —BUILT OF THE CONSTRUCTS! UNIT BASED UPON DRAWINGS PREPARED BY CUHACI & PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE: SQUARE FOOTAGE TOTALS ARE RASED THE UPON PRE —CONSTRUCTION ARCHfTECHTUAL PLANS OVERALL UNIT DIMENSIONS. IN FEET ) 1 inch = 10 hiffilM., Exvrv'e s F7anxns La7rdscapeArchitecu Saroeyors CoxstrucNox Maxageme"t ngin a ers. c om le.. Sh-t S..f 4 FL 32772 P. a Boa 2N& S f—C FL 3fi-2M9 Ph. 407.322.:,M Fn 407.330," LicnsW B.swu Rg.&.h.. N.—b- 71.0 58. 0' LIMITED COMMON ELEMENT UNIT "1505 "1 E EL 3- 6 -06 z,Z.s'Ht6s'P' 56rll'4c 4uc- 15UJ0 ICA v IR ` rYP cA Z x 3 2x 3 i g x `t r-gar-$ A u ,-F 3 Fir loiZ -SMS Nlol- SHow?) iYhc-AL T r'IS Iti.To OAc f I 71E 3 lsTJ46' 4 ouc'RfTy— aL- F us w Lic. q 2) ZXi sMII IaPaHB TT J'TERrJ A1,.., f 1JGJ., 1~ACI-I C+1D Z) 3/eit SIP nPit. At, LF, J Go LK£T1L 73/$ D 3'C TN12v [ 3pO W VW}tiflG A SGH o(ZS NCH E T5 r)ETr Z/wcx,DF ir F. zX 5r1 c0yy"Xq 0 t 6*m) A IZK r571L1G KH iLiaG DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 181 N. CYPRESS WAY CASSELBERRY FL 327 407- 830-7778 407- 830-4191 FAX K gyp gS` -1 ,G MA 2 $ GnTc- Ii 7 R , u E,\J o L, V\ n uN,T- .569 TW i; R 603 03 x 15TI ut> ST L FQ-j4H 'JE £1 FS-r rT- :5) Y.v T 4L-- pEacTtAATIOL1 I, I6 TH f 1761P bog cl W 1 LL. ,ll.l 6V4 CALLA -- AW STH rtor, 50 1 z sEE z YPK.AL- F(s'iE v j X Z ( 1'T C.r1 Td Cow 1/14"X 6"Fyzorj v5 Z-1-1 if M A 1 x Z i-n'4c FpRr'i EiFS X S' S5-ra ta E-55 Tot G 6+r'Ro-1 C 9 S DONALD G GEISSLE JR. SC C048423 SUN STATE SIDIN , INC. 161 N. CYPRES WAY CASSELBERRY Q7 407-830-7 8 407-830-419 TyP o aC. R 1 2 2g08 RT RioEfZ,WRt.K U lei I ! # 50 0 L S CCno FS E-)-L T) L'E DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 181 N. CYPRESS WAIF CA88El.SERRY FL 3270 407-a30-7778 407430.41 D 1 FiAA 3 SSo 6 LRcsS SCCnGN l rrT- 'i-o SGA L1 L i lzCaf_ 8RC.-i f_D WR L L- STf f(_ - 548 fs J P4HL FooK fLON FLAT gpjlz A-r R)OL-i wYIiV< zzs w 56m, oLr- aLw. oo— I , r p C,c 'i wov5 7 y 1`iATBAJ S1:T UJ AAr1 5 JE U1Z£ T}dFiia FjcityL C I n p y 9q S'1 u1E55 TnG t.E Sor.'r'-tylRc) FsslfrJ'ro fLpr IIg w rN''o x Z s r•,s L,tSSn Zy' o!C -W)CAL N 1lcs) .So „ S43 r A 5 YAR 65) 543" XSPF S oL) Z A 3/8 r V 1T Is DONALD G GEISSLER JR. SC C048423 SUN STATE SIDING, INC. 161 N. CYPRESS WAY CASSELBERRY FL 32707 407-830-7778 407-830-4191 FAX X 5-,!JIC-K.YF7- Y siCL1= HL GorJ IX2 i 3Aj' r fs MRX LEuGj H of FLOr,- S-rac.A,t r S 16 FLAT 3AR SPur-E FL-01-E b,>br -ta ScHLLr) 1Zx3Yy SMS DQI/4 119E S.S.-r6c<o s SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY PRIMARY FRAMING BEAM - 0 SEE TABLES 3A.1.1, 2) w 1-1/2" x 1-1/2" x 0.080" ANGLE m EACH SIDE OF CONNECTING w ~ BEAM WITH SCREWS AS o w SHOWN CL MINI. #8 S.M.S. x 3/4" LONG L---=- -- -- NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES INTERIOR BEAM TABLES- 3A.1.3 A BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = 1'-0" ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 2) #10 x 1-1/2" INTERNALLY MINIMUM #8 S.M.S. x 3/4" jJ- LONG NUMBER REQUIRED Q EQUAL TO BEAM DEPTH w IN INCHES LU Ft - INTERIOR BEAM TABLES: 3A.1.3 BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 318" x 2" LAG SCREWS PER SIDE OR TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE CONNECTION: 1) 1-3/4" x 1-3/4" x 1-3/4" x 1 /8" INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 ii 3A-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE ALUMINUM FRAMING COMPONENTS 2.00° A = 0.772 in .2 WT = 0.885plf. 0.046„ -Fo coo, Ix = 1.940 in.' r Sx = 0.959 in .3 6063 - T6 STITCH W/ (1) #8 S.M.S_ @ 24" O.C. TOP AND BOTTOM 2" x 4" x 0.046" x 0.100" SELF MATING BEAM SCALE: 3" = V-0" 2. 00" A= 0.964in.2 WT = 1.105 p.l.f. 0. 050" 0 o Ix = 3.691 in.' N_ tri Sx = 1.468 in .3 0 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 5" x 0.050" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" 2. 00" 0. 0501,- o D 0 N 0 SECTION 8 A = 1.095 in.' WT = 1.255 p.l.f. Ix = 5.919 in.' Sx = 1.965 in.' 6063 - T6 STITCH W/ (1) 98 S.M.S. @ 24" O.C. TOP AND BOTTOM 2" x 6" x 0.050" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" 2. 00" 1 0. 055" - o 0 N 0 A = 1.259 in.' WT = 1.443 p.l.f. Ix = 8.746 in.' Sx = 2.490 in.' 6063 - T6 STITCH W/ (1) #8 S.M_S. @ 24" O.C. TOP AND BOTTOM 2" x 7" x 0.055" x 0.120" SELF MATING BEAM SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 166 4 CIVIL & STRUCTURAL ENGINEERING P. O. Box 214368. South Daytona, Ft 32121 Telephone #: ( 386) 767-4774 Fax M (386) 767-6556 Email: lebpe@bellsouth-net COPYRIGHT 2006 _. i y f 011 p ll NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P-E. p- SECTION 8 ALUMINUM FRAMING COMPONENTS 4.00" ) 0.072" A = 3.706 in.' WT = 4.246 p.l.f. Ix = 33.276 in.' o Sx = 8.314 in.' 0 00 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM M 2) 2" x 8" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" r- 4.00" - . 0.072" A = 3.980 in.' WT = 4.560 p.l.f. Ix = 43.963 in.' Sx = 9.770 in? 6063 - T6 STITCH W/ (1) #8 S.M.S. @ 24" O.C. TOP AND BOTTOM OF EACH BEAM 2) 2" x 9" x 0.072" x 0.224" SELF MATING BEAMS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P-O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767A774 Fax #: (386) 767-6556 Email: lebpe@ bel I south -net PAGE . 20COPYRIGHT2006 8-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.