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HomeMy WebLinkAbout116 Friesian WayPermit # 19 Job Address:�I' Description of Work: 1 Historic District: Zoni CITY OF SANFORD PERMIT APPLICATION Value of Work: RECEIVEr) Date: MAY 1006 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 ater Closets Plumbing Repair—Residetial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage:—WD-0 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Nam Address- -I_� � P ) '�s��N i'1 i^J� Phone: Contractor Name & Address: 1 f State LiceaSeNumber: U C, CI ' 1a Phone& Fal: a — c7�0ic8pCoatactPersoa: Lj Phon�(Ua�— Bonding Company: i )OL Address: Mortgage Lender: nC,J.. Address: Architect/F.neineer 1F1 ;:I I n—e l �� , _ ^� q Phone- ' �17r? 45 90 Address IDei.S Scutli Serrlcroul �IVc%} G�3 yu'Y• _3a7f_2Faz: LL"1 � gtez 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 IMPROVEMENTS TO YOUR PROPERTY. 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 ofthis permit, there may be additional restrictions applicable to this county, and there may be additional permits required from other governmental entities such as water i Acceptance ofpermit is verification that I will notify the owner of the property ofthe 6'or Signature of Owner/Ag9fit Date No" Pd* •Stab d Owner/Agent is —Per ` `o h' 1 GW Produced ID CidllMld11 0, APPLICATION APPROVED BY: Bldg: Special Conditions: nature of Notary tractor/A tis Produced ID Utilities: & Date) pwgerty that may be found in the public records of agement districts, state agencies, or federal agencies. Lien Law, FS 713. 140 r/Age Date :nt's Na� -State of Florida Date y�a� y���.,,,, TERRY A. PAQUEM— '. NOWY pubk - 811 d Roft +Elte> MAM21001a 0 00 510M 8!► NftW Willy Alin. F (Initial & Date) (Initial & Date) O� f� en State of Florida �''� ounty of' Seminole NOTICE OF COMMENCEMENT Tax Folio No. 'CERTIFIED COPY MARYANNE MMORSE �E t�K OF CIVCUIJ COUR OY lie undersigned hereby gives notice that improvement will be made to certain real property, and' hapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description \of property: (legal) description of the property and street address if available) General description of improvement: Owner information a. Name and address b. Interest in properly I c. Name and address of A �,--i (X nc-4, simple titleholder (if other than Owner) Cor tractor Specialty Construction & Design Name and address _ 2789 S. Financial Court b. Phone number �aford,4FL 32773 Surety a. Name and address b. Phone number c. AnIOUnt of bond Lender a. Name and address X t number L tLi , Fax number :i b. Phone number Fax number 71 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served'as t provided by Section 713.13(i)(a)7., Florida Statutes: a. Name and address b. Phone number In addition to himself or herself, Owner designates _ 713.13(1)(b), Florida Statutes Fax number of to receive a copy of the Lienor's Notice as provided in Section a. Phone number Fax number Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unie!i� ke �Il , m date is specified) Fil r. 55 s ID o x r4 IJ G St -nature Of Owneli�—�' lU:1 o I �m to (or affirmed) and subscribed before me this _� day of k ifuck rq , 20 0iy — !Z I ' i C) &JI t't Ce il if )-10rji onally Known OR Pro lUced Identification t� L p u `" �Xi e of identification Produced 35-5-i. 5-C� Q t fir'J is) U.�. cI r. ?, UJ C `E,E A �. lature ofN tary Public State of FloridaM DA SILVA MMISSION # DD257585 I imiSsion Expires: S.No�.e mo r03,2007oture Discount C -*.+'i. Assoc. Co. ....r Seminole County Property Appraiser Get Information by Parcel Number Page I of I http://`www.scpafl.org/pls/web/re—web.seminole_county—title')patcel= 18203 150500000100... 4/211/2006 21 122 !� � DAviDJoHm9oN,CFA,ASABELGIAN WAY 16 PROPERTY APPRAISER 1 7071 _!7n 15 SEMINOLE COUNTY FL. AN WAY 1101 E6FIRST ST I I SANFORD , FL.SZ.-P/1- Q-�D \1 E2 T? � 407-665-7506 It 9A F8 77 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000-0100 Number of Buildings: 1 Owner: CENTENO GIOVANNY E & MARTHA Depreciated Bldg Value: $178,728 Mailing Address: 116 FRIESIAN WAY Depreciated EXFT Value: $0 City,State.ZipCode: SANFORD FL 32773 Land Value (Market): $38,000 Property Address: 116 FRIESIAN WAY Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PH 1 Just/Market Value: $216:728 Tax District: Sl-SANFORD Assessed Value (SOH): $216,728 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $216,728 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified 2005 VALUE SUMMARY WARRANTY DEED 02/2005 05632 1336 $238,000 improved Yes 2005 Tax Bill Amount: $2,942 WARRANTY DEED 06/2003 04932 0387 $196,400 Improved Yes 2005 Taxable Value: $147.430 WARRANTY DEED 03/2003 04766 0558 $281,500 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Land Unit Land Frontage Depth PLATS Pick... Method Units Price Value LOT 10 BAKERS CROSSING PH 1 PB 60 LOT 0 0 1.000 38,000.00 $38,000 PGS 27 - 29 I --- BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2003 10 1,703 31345 2,862 CB/STUCCO $178,728 $181,450 FAMILY FINISH Appendage / Sqft OPEN PORCH FINISHED / 84 Appendage / Sqft GARAGE FINISHED / 399 Appendage / Sqft UPPER STORY FINISHED / 1159 NOTE: Appendage Codes included in Living Area. Base. Upper Story Base, Upper Story Finished, Apartment. Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://`www.scpafl.org/pls/web/re—web.seminole_county—title')patcel= 18203 150500000100... 4/211/2006 City of Sanford Department of Planning & Development Services P.O. Box 1788 Sanford, F132772-1778 Telephone (407) 330-5673 Fax: (407) 330-5679 To: From: Department of Planning and Development Services �4 G' tai g 74• x "a e-> Date: The building permit application for //� ��'`=S��K �a/° j� has been (Project Address) reviewed and is: S „,—. .4re - 4 7 7 denied approval because: the proposed use is not allowed in this zoning district; the required minimum open space is not met; the required setbacks have not been met; the proposed use / reuse requires a conditional use approval the proposed use is not allowed in the front / side yard parking does not meet the minimum requirements other COMMENTS: onhold for mo information, please submit the following: a legal boundary survey showing all setbacks and dimensions of the proposed structure; a driveway permit application with survey showing proposed driveway location; drainage information, swales, elevations, etc. for lot grading purposes; waiting on resolution of an enforcement action or payment of liens placed on property; other Due to space limitations, this permit will be discarded 30 days from the date of this memo if the reason for denial is not corrected or the required information is not provided. (If more than 30 days is needed to accomplish this, please contact the person noted below) For more information about above denial or hold please contact ✓Larry Robertson 407-330-5669 ROB ERTSL[ilci.sanford.fl.us Dave Richards 407-330-5652 RICHAR.DD(a�ci.sanford.fl.us s/B;tleen Hinson 407-330-5642 HINSONEO)ci.sanford.fl.us l eo Cruz 407-302-9406 CRUZ1,0>ci.sanford.fl.us F:\USERS\ROBERTSL\Bldg permit memos\MEMORANDUM form.doc 7 7, 7'' A dd n, firm 10 South Semwm BoWevard State 1Q83 WM Park FL 37782 14071678-75QQ Fax [4071678-8188 AlU1=UM 'r ineei ng Index Sheet (A MINIMUM OF TWO SIGNED AND SEALED SETS OF ENGINEERING, MUST BE SUBMITTED PER PERMIT APPLICATION) This index sheet authorizes the use of the attached sheets under my, signature and seal. The specified sheets for the appropriate type of structure are the sheets that can apply. Typical and Detail sheets and tables indicated are suggested for the type of structure,, but do notneed to'apply in tota.L The appropriate typical and detail sheets and tables shall be rnnrked as they apply.- Mae listed pages are the only pages that need to be attached per type of structure. This index sheet can only be used for the projectreferenced below. We require a minimum of TWO ORIGINAL SIGNED AND SEALED INDEX SHEETS AND ENGINEERING SHEET SETS to be submitted with application for issuance of apermit Any signs of alteration shall Void this authorization. Unauthorized =icaland detail sheets ors an tables cannot:be used in conjunction with our engineering designs. t31�C3�3 _ J{F7� Comp2ny Name: 114 i On e -S;_ Owner Name Address _ (n C - :i Address .,)-V F 1 3 Phone number. 14 Legal Description: i .. Member ID Number. - - ,, pomp 3vfansar3 e Te B Sat - om�nszt oofw _P of a- cretin enciosi re Seen ers osure bio sPiice.:abie_;- osure Sheen en6osam _s= = { S... .enclosure 1.1.1 1.1.2 1.1.3 1.1:4 all 3.2-1 s 121 1.211 1. 1.21:. 2.2.2 3 22 1.22 1? 2 1.2.2 1.12 !? 3 323 123 123' 1.2.3 1.2.3 -12.10 12'10. 1.24 1.2 .4 1.2.4 124 1.211 1-2-11 1.2-5 1.2,5 1.2.5- , 12.5 1.26 1.26 1.2 6 126 1.27 1.2-7 1-17 1.2.7. 1.210 1.2.9 1.2.8 ,1.210 1.211 1-210 1 10 1211 i_ 1211 1.21 l Exposure Btables Es7710suie3_tables ; Ekposu_= tables::; Eiooadr .:tibles ' :Exposure *abler _ Et osure B fables ' 100mph/132100B 1oomph/13:2100B 1OOmph/1.3.2100B 100mnh/1.32100B 23.1 3.3.1 110moh/1.32110B 110 h/1.32110B 11 h/1.32110B 130mph/1.3?710B 120mph/13.2120B 120mph/1.32120B 120mph/13.2120B 12 h/1.3.2 -120B 130mph/1.3.2130B 130m h/1.3.2.130B 130m h/1.3.2130B 13 h%1.3.2 30B 1 h/1.3.2140B 1 h/1.3.2140B 140mph/1.12`140B 140mph/13:2140B. i 150m h/13.2150B 150m h/13.2150B 150mph/132150B 150mph/1:3 2150B Fiposuie_Cxables .. EZ osure.C.tables EiposureCtables: EaposuietCtables:' EsposurcC'tahles Eiposcir ..0 tables 100mph/13.21000 _ lOOm h/1.32100C 10 h/1.3:2100C 100mph/132100C .3.1 i 3:3.1 110m h/1.3.2.110C 11Dm h/1.32110C 110m h/1>3:2110C 110mnh/1.32110C 12 h/13.2120C 120mph/1.3.2120C. 120mph/1.3.2120C 120 h/1:3.2120C 13 h/1.3.2130C 130mph/1.3.2130C 130 h/1:3 2 130C 130 h/13213DC i 140=h/13.2.140C 14Dmph/1.32140C .140mnh/1.3.2140C : 140mph/1.3.214DC 15Umnh/1:3.2'150C 150mnh/1.3:2150C 150 h/13.2150C 150moh/13215DC e i t�c.rrr71 i •da `,. Date v .. �, Gordon d;,El 13:33 0 _ e REASIONS -. . 02/15/05 SECTION1.2.1` DETAILS SCREEN ENCLOSURES OCT i 0 2009 CABLE BRACING CAN. BE USED IN PLACE OF K—BRACING FRONT WALL --1%8" STAINLESS STEEL CABLE 2 CABLE FOR EVERY' 200 SQ:: FT. CABLE.. CORNER PLATE. 1 /8"' ALUM_ TENSIONINGS NOTE:. ALL WALLS: OVER 15' HIGH 'MUST HAVE 1/2 .OR . W/_ 8' 10'.TEKS EYEBOLT MORE OF THE CABLES AT'THE, TOP 'OF THE WALL ABOVE THE TOP CHAIR: RAIL MIN 2 DRIVE PINS OR 1VJ(1 2.- 11/4" x ,1/4' TAPCON TOP FASTENER 1 1/2- BELOW SIDE WALL --1,8" STAINLESS STEEL CABLE TOP of CONCRETE, No ; NO FASTENING TO PAVERS CONC: DEC UP' TO 200 SQ: FT:. OF WALL- NO CABLE NEEDED: " OVER 200 SO. FT.: 1 CABLE PER EVERY 200 SQ. FT. NOTE ALL WALLS' OVER : 15' HIGH MUST HAVE' 1 /2 OR 2ND CABLE SET 15T CABLE SiT MORE OF THE CABLES AT THE.TOP OF THE: WALL ABOVE THE TOP CHAIR` RAIL TOP' CHAIR RAIL WHEN PANEL EXCEED 56 S.F. 3RD CABLE SET HOMEOWNER MAINTENANCE RESPONSIBILITY. CABLE MUST REMAIN, TIGHT AT ALL TIMES. CABLE.. SHOULD SCREEN CABLE BRACING DIAGRAM BE TIGHTENED PERIODICALLY TO REMOVE SLACK. TO AVOID' DAMAGE CONTACT.A QUAURED SERVICE. COMPANY. CABLE SCHEDULE FOR SCREEN ENCLOSURE APPLIES 1'-2`x .04-0' STRAP AT EACHr'HOLLOW ROOF BEAM PURLIN WIND BRACE �UPRIGHT WALL UPRIGHT CHAIR RAIL OR LESSOR, 2x2 & MIDWAY BETWEEN` 2x2 2x8' 2x3. ��3-#10UPRIGHTS. 2x8 2x3 2x9 2x3 ` 2x3 W/1 10 TEKC�G 2x9 2x-3 2x10 2x4 2x4 j 2x 1 2x4 AT EACH; ENDKN RACE 2' - H CHANNEL W� 6 10' TEKS • • 4' MAX. ; HOST STRUCTURE I, WA UPRIGHT 2' SMS 2' 0'.C• 2'x2` ANGLE KNEE BRACE D ETAI L W/6 110 TEKS: EACH SIDE 5. OR. 7' SUPER, GUTTER' STRUCTURAL GUTTER & KNEE BRACE DETAIL APPLIES HOUSE ROOF WIND BRACE,; PURLIN '& CHAIR' RAIL . SIZING ROOF BEAM PURLIN WIND BRACE WALL UPRIGHT CHAIR RAIL OR LESSOR, 2x2 OR L6S 2x2 2x8' 2x3. 2x3. 2x8 2x3 2x9 2x3 ` 2x3 2x9 2x-3 2x10 2x4 2x4 j 2x10 1 2x4 ! SECTION 1`DETAILS I 7. I REVISIONS . SCREEN EN:CLOSUR.ES °2/15%°5 _ I BEAMS :, NOTE: BEAMS SCREW PATTERN CLEARANCE ON ALL 2x4 8 10 1 D'-14' X X X OF THE GUSSET .PLATE 'OR. ' 2x5 10 1014.16 16+,X x: BEAM OVERLAP. SCREWS,ARE TO BE. EQUALLY 2x4 4 4 6 8 X X X _ 2x6 10 .1.4. 16 1:6 i8 18 X;, SPACED: FROM TOP' TQ BOTTOM c; 2x5 ` 4- 4 .,8` 8 10' X X , 0 2x7 14 16 16 .18 .18 20 X AND SIDE—To, SIDE-' SCREWS MUST BE WEATHER SEALED. _ 2x6. 6' 8 " 8:' 10 12' 12 X 2x8. 16. 1.6 .18 18 20 22 22 ca : 2x7 _ 8 8 - 10. 1 fi 1.2 14 X 2x9; 16 18 1.8 20 22 22 24 NOTE: a 2x8 .8; 10 12 12' 14 14 14 i 2x10 18' Y8 20 22 22 24` 24&GUSSET PLATE THICKNESS WILL 2x9 10 1:2 T2 :14 14 16 16 • 1¢10 TEK SCREWS .EACH SIDE OF BE . EQUAL TO OR, LARGER' THAN . 2x10 10 12 Y4 Y.4 .14 16 18 : I ! BEAM X— NO CONNECTION ALLOWED LARGEST BEAM OR UPRIGHT USED . #1'4 TEK SCREWS EACH SIDE OF BEAM j X— NO CONNECTION_ ALLOWED R HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS.: SHOULD BE I IF DETERIORATION IS CHECKED PERIODICALLY .FOR DETECTED CONTACT. A QUALIFIED-;.SERVICE :DEfERi0RAT10N_ COMPANY. :. BEAM OVERLAP OR GUSSET PLATE CONNECTION APPLIES I 2� ! : ALUMINUM------------- PHYSICAL PROPERTIES; 2.0071: _ SECTION .I 2xH TWALL 'TwEe MODULUSI —TWAu 2x4 0.046 0.100 0.935 H I 2x5- 0.050 0.116 T.380 H I 2x6 0.050 0:120 1.920 — TWALL 2x7 2x8 0.055.0220 2.375 I 0.072 0.224 4.080 TWEB s 2x9 0:082 0.306 ' 5910 I TwEB I 2x10 0.092 0_389 8.531 SNAP EXTRUSION i t I SELF MATLNG I HOLLOW BEAM TABLE `BEAM i I ALUMINUM PHYSICAL PROPERTIES _ _ APPLIES THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR- IS: FLILIN'E 1025 S. SEMORAN BLVD. it i AUTHORIZED TO USE THE .'SUITE 1093 rJ . MASTER FILE MANUAL OR IF WINTER`" PARK :FL 32792 rr'` 'THE PAGE HAS AN :ORIGINAL TEL (407) . 679-7500 SIGNATURE 'AND SEAL FAX (407)'.679-9188 c� - E—MAIL FLf)RI 193*3_ i . I I REVISIONS " I SECTION 1. 2.51, DETAILS SCREEN ENCLOSURES 02/15/05• e 1 /4'x2' LAG'•. SCREWS 3/4•x3/. 4' 1 /4"x2' LAG SCREWS ' 3/4•x3/4• 0.24' O.C.: MAX. ALUMINUM FERRULE ® 24 O.C. MAX. ALUMINUM. FERRULE. 3/8"x8' LAG SCREW,TYP. 3/8"x8" LAG SCREW.TYP: .1 EACH SIDE OF BEAM, \ i E EACH SIDE OF BEAM,- CREEN ROOF I SCREEN ROOF BEAM g BEAM 2 x2'xO.125`dANGLE W/ VI 2%2"X0. 125' ANGLE W/ 410 o 0 4#10 TEKS. EACH SIDE TEKS. EACH. SIDE OF'.BEAM ANGLE OF BEAM SPACER ANGLE SHIM OPTIONAL 1.x2. i !! SHIM OPTIONAL 1 "x2FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPLINE .GROOVE ! BOX BEAM I (FLA*BEAM GLED) i EXISTID 1 /4'x2' LAG SCREWS. 3/4'x3/4" OR P ® 24' O.C. MAX. ALUMINUM FERRULE OR' 2 3/8_x8_ LAG; SCREW,TYP 1, EACH SIDE. OF BEAM: - SCREEN :ROOF : BEAM ° 2'x2'xOA25' ANGLE W/ 4#10 TEKS. EACH: SIDE OF .BEAM ' 1-1/4"x2' EACH SIDM 2"X2'xO.125' 0 EA ! OPTIONAL 1x2' 24' O.C.'x2` 2-2'x1/4" THRU-BOLTS. FOR' GUTTER WTIH' SCREEN SIDE OF BEAM W/ ANGLE SPLINE GROOVE SHIM BOX BEAM (FLAT OR ANGLED) PURUN WITH: TAPCON OR. #10= .Y SCREW WITH 24' O.C: WITH 1 TAPCON OR .#10- 3' SCREW THRU 2'x. 2' ,,INTO WALL .ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WITH LAG: BOLT - OP. TAPCON: ATTACHING T0. WALL OR.STUD SEE_ CONNECTION IN SECTION 1.2.6 2"X2'xO.125" ANGLE 0 EACH SIDE OF BEAM W/' 2-2"x 1 /4' THRU—BOLTS. BEAM TO STRUCTURAL GUTTER D ETAI LS & TO FASCIA f WALL FUUNE INC. , THIS PAGE CAN ONLY BE USED ® j`��'} •�F� ,q .. �a 1.025 S. SEMORAN BLVD. IF THE CONTRACTOR IS r Z SUITE 1093 AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF WINTER PARK FL 32792 '- — TEL. (407),679-7500 679-7500 THE PAGE HAS AN ORIGINAL y SIGNATURE AND SEAL. FAX (407) 679-9188 �c»boN t REVISIONS' 02/15/05 SECTION 1. -2-104 DETAILS SCREEN ENCLOSURES' 0 -ppb (NOM: 4' 1' THIN: GRADE--,TYP. RADE 1' MIN:`'' g� RAD NO FOOTER 1 LEVEL TERRAIN 1}iAN3 B' 3' oR ❑ 1 5 BAR CONT- STItFER FOOTER 2:f 5 BAR 1 " W/ SLOPE BETWEEN CONT. T' IN 6' TO 1' IN, 3' RIBBON FOOTER—WHERE FOOTER IS. NOT CONNECTED TO DE CK- ❑ FOOTER WHEN SLOPE V IN 3' OR STEEPER USE 8'x8' CONCRETE RIBBON FOOTER W/ 1 #5 REBAR OR WHEN DECK EXTENDS CONTINUOUS TO SUPPORT UP TO 2" X 6" UPRIGHT. 33' OR MORE PERPENDICULARTO THE SUPPORTING STRUCTURE USE 8"x 12 CONCRETE RIBBON FOOTER W/ 2 5 REBARS CONTINUOUS, TO SUPPORT UPRIGHTS. LARGER THAN. 2" x- 6• 1):.FOOTER:SHALL BEAR: ON ROCK: CLEAN SAND. OR.STRUCTURALLY SOUND. SOIL (>1500 PSi:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING' CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 26 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6x6 -10x10 W W MESH. 3) 3 — #3 BARS IS EQUIVALENT TO 1_ #5 BARS.. TYPICAL SCREEN DECKFOOTER DETAIL APPLIES AVERS SHOULD BE INSTALLED AFTER COMPLJ TION` OF SCREEN ENCLOSURES ALTERNATE 1 NOTE: SEE TYPICAL SCREEN. DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING. ALTERNATE 2 RIBBON FOOTERS FOR BRICK PAVERS ,<<, ,.,,..-4PPLIES FLILINE INC. ED THIS PAGE CAN ONLY BE USjC' {P� 1"025 S. SEMORAN BLVD - SUITE ' �' . ,� I f * .IF THE CONTRACTORIS SUITE 1093 AUTHORIZED 70 USE THE WINTER PARK FL 32792 f '•�v �i MASTER FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407) 679-9188> - E—MAIL FLCiII I. i u n I}' 777-7 I REVISIONS I SECTION`. 2.,11 DETAILS SC`R'EEN ENCLOSURES; 02/15/05 13"X3' r ' ALUMINUM:: COLUMN 3 X14 TEK, SCREWS 314 TIX SCREWS ON .EACH SIDE 3"X3" ALUMINUM COLUMN . ON EACH SIDE 2702X1`/8ll" ANGLE, 3" 2")(2'X1/8 ANGLE ®3'' 2, 1 2'.TAPCON EACH SIDE. 2' EMBEDDED 1 1/2' INTO; FOOTER -. f 2•)(2'X2' ISOLATED 2TAPCON..EACW SIDE 2. FOOTER' W(TH'. 2.500' EMBEDDED' 1 1/2 I PSI CONCRETE INTO FOOTER . ISOLATED FOOTER FOR SOLID ROOF POSTS f ' 1 : - APPLIES SCREEN. ENCLOSURE ' WITH KNEEWALL ' MAXIMUM,.,, UPRIGHT SIZE = 2'X6' CENTERED ON- WALL SEE TYPICAL DECK PLATE& POST CONNECTION — SECTION 1.2.2 ,. r I ;. #3 BAR: CONTINUOUS SET i ,. i T IN BOND, BE BLOCK : s 9 f ALL CELLS. AND . X #3 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE ; FILLED WITH 2,500 IN DIRECTION j PSI CONCRETE - N IN 8'X8 -'X16- CMU' f CONCRETE e DECK IN AREA. OF KNEEWALL, CABLE BRACING WILL • • ATTACH TO FOOTER f 2 #5 BARS ' ---18'--, CONTINUOUS APPLIES I THIS PAGE CAN ONLY BE USED FLILINE INC. IF. THE CONTRACTOR 1S 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093.. / MASTER FILE MANUAL OR 1F WINTER PARK, FL 32792 ' THE` PAGE .:HAS AN` ORIGINAL TEL (407) 679-7500 E SIGNATURE AND SEAL_ FAX (407). 579-91 f E—MAIL" r:oR . �C V ` l C ..... BEAM. SPAN AND UPRIGHT HEIGHT TABLES - 7 7 0� �C_ - SECTION 1.3.2.1.20:,B SPAN TABLES.6061-T5 SCREEN: ENCLOSURES. ',6063-T6 ALLOY ALLOY 6061 J6 ALLOY 120M.PH EXPOSURE B ALUMINUM ALLOY: 6063-T6, 6061-T51. & 6061-T6 WIND ZONE: 120MPH EXPOSURE B less than or greater than 4ft on the horizontal will be deducted from ALL ROOF STYLES' or added to the the span. specific sealed engineering and layout drawings are required when NOTE 2: Wall spans using knee braces are figured for knee braces _ of 4ft on the vertical. The difference in the knee brace length of (regardless of which direction beams span) and/or upright MAX SPANS FOR ROOF BEAMS FOR SCREEN ROOFIPOOL ENCLOSURES UP TO. 150 MPH WIND LOAD ALL WIND SPEEDS PRESSURE 10.PSF MAX SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL ENCLOSURES or added to the span. ROOF BEAM SPANS WALL UPRIGHT HEIGHTS Interpolation between spans,is.permitted: ROOF SPACING (number of feet), 4. 5. 9' Interpolation: between spans is.permitted: UPRIGHT SPACING (number of feet) 4' 5' .1-6'-- --7- „ 8. 9. SPANS SUITE 1093 WINTER ORIGINAL SIGNATURE AND SEAL. HEIGHTS RET1 1 a '' - - FAX (407) 679-9188 of enar5n, r- oridry333 2 X 4 - 0. KNEES 16'0 1410 14'0 13'3 12'9 12'3 12X4-0 KNEES 14'4 13'4 12'6 11'11 10'10 10'2 2X4-1 KNEE 20'0 18'10 18'0 1 17'3 16'9. 16'3 r 2'X 4' -1-KNEES 18'4 cmc ,16'6` -1:5'-11 y14.10 ' 10'2 2 X 4.- 2 KNEES 24'0 22'10 1 22.0 1 21'3 20'9 20'3` 2 X 5 -0 KNEES. 19'6. 18.2 1 17.2 1 16.3s 157 15'0 2 X 5-- OKNEES 17'8' 16'4 1 15'5 140' 13'4 127 2 X 5 - 1 KNEE 23'6 22'2 21.2 1 20.3 197- 19'0 2X5-1 KNEE, 21'8 20'4 1 19'5 18'0 17'4 167 2 X 5 - 2 KNEES' 2T6 26'2' 25'2 24'3 23'7 Z3'0" 2 X 6 - 0 KNEES 23'2 21'6 20'4 19.'4 18'2 1TO 2.X 6 - 0 KNEES 20'11 19'5' 17'6 16'6 15'5 14'6 2 X 6 - 1 KNEE ZT2 25'6 - 244 23'4 - 22'2' 2110: 2 X 6 - 1' KNEE 24'11 23'5 21'6 20'6" " IST 18:6 2 X 6 - 2 KNEES 31'2' 29'6 28'4' 27'4 , 261 25'0 2 X7 - O KNEES 26'2 24'4 22'9 21'9 20'0 .19'1 2' X 7 --0' KNEES - 237 21'6 20'0 18'5 - 17'5 167 2 X.7 - 1 KNEE 30'2 28'4 26'9 25'9' 24'0 23'1 2 X 7 -1' KNEE 277 25'6 24'0 22'5 21'5 207 2 X 7 - 2 KNEES 34'2 32'4 30'9 29'9 . 28'0 2T1 2 X 8- 0 KNEES 32'6' 30'4 287 27'2 25'10 243 2 X 8- 0 KNEES 297 27'6 25'4 2310 ZT4 21'3 2 X 8 -1 KNEE 36'6 344 327 31'2 29'10 28'3 2 X 8 --1 KNEE 337 31'6 29'4 27'10 26'4 253 i 2Xk,2.KNEES`> 40'6 38'4' _367 X35'2 ''33'10 323; 2 X 9 - 0 KNEES 35'9' 33'4 31'5 ` 29'11 28'1" 26'6: 2 X 9-- 0, KNEES, 31'0- 30'2 297 25'8 24'0 22'10 2 X 9 -1 KNEE 39'9 37'4 . 35'5 33'11 32'1: 30-6112 X 9 -1 KNEE 35'0 34'2 337 29'8 28'0 26'10 2 X 9 - 2 KNEES 43'9 41'4 39'5 37'11 36'1 34'6 2 X 10 - O KNEES. 44'4 41'4 39'1 3T3 ` 35'8 344 2.X 10 - O KNEES ` 3T5 36'1 34'0 32'3 30'8 297 2 X 10 -1 KNEE 48'4' 45 4 43.1 Al'3 39'R. 3R•d 7 Y 1n. 1 KNFF e4•e en•� iQ•n ve i an •a oz 2 X 10 - 2 KNEES 52'4 ' 49'4 1 47'1 1 45'3 1 43'8 1 42'4 Interpolation between spans ispermitted- Interpolation between spans is permitted. NOTE 1: Roof spans using knee braces are figured for knee braces NOTE 3: Spans and heights using knee braces are used only for of Oft on the horizontal. The difference in the knee brace length of dome,.flat; and nos lice gable roof styles. less than or greater than 4ft on the horizontal will be deducted from NOTE 4: When using spans or heights in bold bordered areas - site or added to the the span. specific sealed engineering and layout drawings are required when NOTE 2: Wall spans using knee braces are figured for knee braces enclosure is 40ft.or greater in distance from host structure of 4ft on the vertical. The difference in the knee brace length of (regardless of which direction beams span) and/or upright less than or greater than 4ft on the vertical will be deducted from height is 20ft or greater. or added to the span. THIS PAGE CAN ONLY BE USED BY A FLILINE INC. 1025 S. SEMORAN BLVD. CONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN. SUITE 1093 WINTER ORIGINAL SIGNATURE AND SEAL. PARK FL 32792 TEL. (407) 673-7500 RET1 1 a '' - - FAX (407) 679-9188 of enar5n, r- oridry333 IM F %p '�.rs > ;.fie*v:r �• •�k t rq., , t 370 Wa1'nur11t Court • Lake AlarY,. I L 32746 • Voice 407.688.7631 • Fax 407.688.76191 jf i"�r •r 'r+ 1rj'r, Legal Description -- -. .. .. _ -- ---, 111 20 21 il 22 ' Lot 10, BAKERS CROSSING PHASE 1, according to the plat thereof, i( p 23 ' 24 r as recorded in Plat Book 60, Page(s) 27 through 29, of the Public ' 1 ' I 1 73 Records of Seminole County, FL. •' 1 t ----- en Mr 27 of CDnlnuntity number: 120289 Panel: 0045 loodZotX ; 1e 13 flI � 12Sttfe: E F.LR.M. Date: 4/17/1995 F ,e, Date of field work: 2/1512005 Completion Date: 2/16/2005 TRACT 0 �-i A 101 ,". �1 Certified to: �rleee.w WAY ice.-� IG 'i Ypa e97�1701I. 71, Giovanny Centeno; Martha Centeno; Greater Florida Title Company; American Pioneer Title Insurance Company; Accredited Home e rMlAll xA71 Lenders, its'suceessors and/or assigns: LOT 12 Tp� ! \`e ee � s &o'os 45 „ E I LOT L/-,1 4 p FIR 89'34'30" E 65.00' P, & M. 1 _ & M 1�2 FIR ' 0 1 LB 6393 1/2" y 0.3' 5.0' 0. E. ° LBR639i" I I 10.0' I WOOD FENCE�I Z k O t0� °24 Ln I O LOT s 400 ,O No rLh o .,o o ONE STORY I C V V; © N RESIDENCE I/• 116 0 � I "T V in e4 5.6' 19.7' cv r4 N 14.7' 10.0' ''.1 16.0''A.`,. COV. C. FIR 1�2' (A / Le 6393 1 6 FIR 112,. 1 LB 6393 6 1 ?� CALPPT. I FIR 1 2• I LB 6393 IN S 89',14'30" E 18.68' P. & C. 1 _ FRIESIAN WA_Y _ J PUT k MEASURED 50' RIW LF,GEND ---a-- Wood Fence —0— Wire Fence F. N. Fouud Nail • Property Corner R. Record M Field Measured CL Clear ENCR Encroachment 4 Centerline Concrete R Property Line C.M. Concrete Monument F.I.R. Found Iron Rod F.I.P Found Iron Pipe R/W Right of Way N&D Nail & Disk D.E. Drainage Easement U.E. Utility Easement FD. Found P Plat O.H.U. Overhead Utilities P.P. Power Pole TX Transformer CATV Cable Riser PLAr ec CALC. W.M. Water Meter N.T.S. Not to Scale TEL. Telephone Facilities O R. Official Records ® Covered Area O.R.B. Official Records Book B.R. Bearing Reference P.C.P. Permanent Control Point CH RAD Chord Radial RR M. Permanent Reference Monument N.R. Non Radial PG. PVMT. Page Pavement A/C Air Conditioner P. B. Plat Book B.M. Bench Mark PO B. Point of Beginning C. Calculated RD C. Point of Commencement ZZZZ L Block Wall PO L. Point on Line Central Angle/Delta PC. Point of Curvature D.B. Deed Book P.R.C. Point of Reverse Curvature D. Description or Deed P.T. Point of Tangency D.N. Drill Hole R. Radius (Radial) D/W Driveway R.O.E. Roof Overhang Easement ESMT Easement S.I.R. Set Iron Rod & Cap EL Elevation SMI Sidewalk F.F. Finished Floor TO.B. Top of Bank F.C.M. Found Concrete Monument TYP. Typical F.P.K. Found Parker -Katon Nail W . Witness Corner L Length 10.05 Existing Elevation L.A.E. Limited Access Easement E.O.W. Edgevf Water M.H. Manhole SCALE: 1 "=30' Property Address.• 116 Fries0ill 1VOy ,Sanford, FL 32773 Survey number: SL 47274 GENERAL N0'1•ES I. Legal description provided by others. 2. The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat, 3. Underground portions of footings, foundations or other improvements were not located. 4. Wall ties are to the face of the wall. 5. Only visible encroachments located. 6. No identification found on property corners unless noted. 7 Dimensions shown are plat and measured unless otherwise noted. 8. Elevations if shown are based upon N.G.V D. 1929 unless olhenvse noted. 9. Adjoining lots are within the same block, unless otherwise noted. 10. This is an AS -BUILT SURVEY unless otherwise noted. 11. Not valid unless sealed with the signing surveyors emboss#ide seal 12. Flood zone determinations are provided as a courtesde ved from the best sources available to the surveyor. This inf m lion rglied 'Pon for it insurance purposes, and may differ from info mail n tor .13. L.B. 713214. Septic tank and/or drainfield locations are approxi late aifie by appropriate utility location companies.I hereby certrry that this ur, y is a r Pnfahon or a survey Prepared under my direr �n -Scvein Sea s CPC 1456873 TONY CELL 407-288--44.62 t�rFTe c pE Iqs' DIG AND HAUL 6"GUNITE POOL BEAM LSanfGGiovanny Centeno Friesian way ord, FL. 32750 _ SCALE lie.. = 1 -o- 7j Pool Decking Dimensions Length 33' Maximum length 28' Width 20' . f 2 5 R.SAR CONTINUOUS -�- -- - - - - -P 2- JRa.�RCON nI NUOUS Maximum width. 15'.6" Reinforcement Fiber - - Minimum depth 3 Forms feet 86'' • • Maximum depth 5' - Net square feet 331 • Perimeter feet ` 76' Expansion joints T/D ! Square feet 329 Planters No TYPE„ Gallons 11000 aprox. Deck drain 20" MODERATE SLOPE FOOTM Raised Beam N/A Deck steps No Elevation Deck pilings No Electrical' Retainer wall sq ft 0 SEMINOLE NUMBER Pool Equipment Deck finish Acrylic Pump 1 • Hp Color T/D —2 4 5 0 6 FILTER 400 Exisitnq deck sq ft. Leveler Lighting 1 Cleaning equipment Sanitation Rainbow 325 Pole Yes Reinforement Brush Yes Steel C x C 12 inch Leaf skimmer Yes �- Rebar size 3/8" Vacuum head Yes i �C-` Piping Vacumm hose` Yes Jam\ Returns 3w/1" pipe _ Skimmer Automatic No .{ 1w/1" pipe Site Conditions u Drain 2w/2" pipe Access Right side Vacuum line Yes Fence Yes Coping NA Obstructions No Tile Tree removal No Waterline. 6" x 6" Stumps. No SEMINOLE Cap the N/A Setbacks OK NUMBER Other NA — Spa Specifications Inside finish Standart ma Material NA _ 2 4 5 0 6 Color I Design NA Entry of Pool Dimensions NA Shallow end 3 Steps Spa Equipment Deep end 1 swimout Pump No Handrail No I Filter No AccessoriesJets No i Diving board No Drain No Slide No I Light No i Heating No I Blower No Pool cover No I Heater — NO Waterfalls N/AController No _ _ Sanitation NO i