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HomeMy WebLinkAbout130 Lake ADA Cirt CITY OF SANFORD F'Jr.jZMIT APPLICATION Permit No.: V — 0. 5 I N : Date: 1011616 3 Job Address: 1136 f:-P J-'JF, 6,0 A- C I PC L E Sfi Iy POP-D , E L —3::i -27'N Permit Type: Building Electrical Mechanical' Plumbing Fire Alarm/Sprinkler Description of Work: A 1 V MA S W N Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _-Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: Type of Construction: Parcel No.: Owner/Address/Phone: F*-P V:A Contractor/Address/Phon Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: G Flood Zone: Number of Stories: Z4 13U Cam 1j69j.'A'V.1V& Fax Number: Value of Work: $ 2,700 Number of Dwelling Units: Attach Proof of Ownership & Legal Description) n f 3 Z7-Z License Number: CGC O (00py? t `Phone No.: Fax No.: 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 FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 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 the property of the requirem is of Florida Lien Law, FS 713. a / Signature o Owner/Agent Date Signature of Contractor/Agent Date 1 Owner/Agent is Personally Known to Me or jLProduced ID -PG 2.0 - 900 - 5 1 - 2'70 `0 APPLICATION APPROVED BY: Contractor/Agent is Personally Known to Me or 0 Produced ID fJ Date: 1 I I o lo Special Conditions: 111397 I herby name amd appoint I of infact toact for me'and apply to st.JA)01 a & I LD) 0 1 — at a location described as: Section— To Lot Block Subdivision Address of Date:_ to be my lawful allom(" permit for work to be perform, Range 9 I idcl li bd is i-1 M -H .a N. Parcel Identification Number Prepared by: !-I,-C K Q '" - ili:den (construction (!orpc-,;, ': Return to: 425 S. Chickasaw Trail, Ste. 251 Orlando, FL 32825 407) 671-9697 NOTICE OF COMMENCEMENT State of County of- NARyANNE MOR8E, CLERK OF CIRCUIT COURT INULE COUNTY BK 05056 PG 0642 CLERK'S # 2003183163 RECORDED 10/10/2003 IW409 AN REWRDINS FIGS 6.00 REWIMIED BY S O'Kelley The undersigned heieby gives notice that fi j.rv:6 T 2. :;s) wil! be—.3deto :er!ain. real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) L,o r•** Jl1, .tr %a pe tj L-14w- 1: T N ASc -4:R-- 1>,-776/-'741 a!j P6 130 " Kic JA- e,ACLr SAIOFO -011 2. General description of improvement(s) A Lt)M Screu PJ oOM 3. Owner information Name S5 r,-? e-;t t2ez Telephone Number Address ( 3p j r(- ct-e, Fax Number tKl If fEU WJI'ti J''` 1 3Z7 -13 Interest in Property: MARYANNE MORSE 4. Fee Simple Title Holder (if other than owner shown above) GLERK OF CIRCUIT COU" Name Telephone Number SEMINOLE N . Address Fax Number iav 75. ContractoriWden T;orwtrucuurl Clorpora},o ly OCTf O 425S. Chickasaw Trail, Ste. 25 Name Address Orlando, FL 32825 Telephone Number Fax Number 1107) a.DIa.3 407) 671-9697 (,•7 f 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10, Expiration date of notice of commencement (the expiration date is one year from the date of recording unless different date is specified): ti f u erKr. Z Date Signed Signature of O ner (Note per 713.13(1)(g), "owner must sign... a d no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this 16 day of 0C 1 b8i- -i- 20 Qa by N R—\C-gyI= --: EF QIF7 Z who is personally known to me OR _L,/ produced P (9Q CO aXZ 0 t mid " C) as identification. KATIY ANOUJAR r SEAL S" atu a of Notary COMMISSION NUMBER W 21252d MY COMMISSION MAY la,E) fPIRES Jan 13 04 09:08a EDEN CONSTRUCT CORP INC 407 671 9697 r p.l PLAT OF BOUNDARY SURVEY DESCRIPTION (As Furnished) LOT 119. HIDDEN LAKE PHASE III, UNIT V. according to :he plot thereof as recordad in Plat Book 29, Page 40-41 of the Foblic Records of Seminole County, Florida, rr i as noo SCALE: 1" = 30' woNO ,z LOT 121 kpJ raahD 1/r•Ilae Ilm. ' . a' ` rvrci t9ect d pT a : /T k r 4 LOT 120 rc"m Cow" Is W. _ ralpa 1/r npl I100 • 4 T t1 JimADA jj TtTl j K rm C2 isno f .mow- R-2&OCf : c3 . R-7a.00' 8192'4b' 7071'11'. L-70.73' L-=77' . '• 1003117W 0-m9ir 0-25" C -32.7Y CBwSD4Vr54'E CS+N =r0rW rj')4•E so*" an Na FEDERAL EYERw= MANA wwr Aoucy, NATIONAL FLOOD INSURANCE PRODRAM, FLOOD fe=tMQE RAZE YAP,. S•mt Oowtty, nerNo. DonTmunity, Panel Number 42594 w43 I', lort doted 4/17A.% It appears from o wdk of wl m4v Not the load doeglbed hwwn ie shown tipbe fn Zone AE", 4py: Awwtlt ,.we..,t LAKE ACA CIRCLE Fee C2 T t/r we-$ Abe is aw C3 CERTIFIED M: ENRIQUE PEREZ REAM TILE INC. AMERICAN PIoWM4 TIRE INSUR WCE CCVI'Ar. r WORLD SAVINGS AND LOAN AMOCIATIOV Ar.a or lab Y.ar noae.. so" no" wevetlan 44. 7aq mop 4 not a ServoY antl n1 naoeona6Nty nen mthe i+fonnolbn rattoMed M or the accuracy of the ubmw. w bOtO t•,dr..•aMr MIN) l+; . by-HaTtr .9r101I ` A.• to •:_-- J r.ra w nK liga, M - Y.w.n • e.. w O.w. e•Ie Or . 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L; e.•ne C r GYIA, "WTZS abrlr W.AU InIUry Rr /ram S4NVLl DA1C w • pghWINC: M-• 11 a1C.DWa 1 WTCNDLD DIIIPLAY scALC: 1_ w CaAW: R x ccub usN w n+l` C%oE— T,.. ra cto I iv—ii, n :w..:w M0a 10[sepa .•e -=• Flow TAT' 'I ANT T4 Y:.'•a` ..— INC. h,freno IAeaYA:.r.:il:: YAPPERS T Vw1. D A y[.Ip rinD YMr•Or LIP ee44 >tx 1 I aed 1 1 3 - 10.w a. 0 ls. Florida Rea TZ relMn (-Sse'I 1Ni blo Sheet 1 011 J C SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 r i HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID-ROOF'ENCLOSURE SCALE:'N.T.S. ALUMINUM ROOF SYSTEM 1 PER SECTION 7 HOST -STRUCTURE OR RIDGE BEAM TABLES: FOURTH 1 1 WALL FRAME SCREEN & VINYL ROOMS: USE BEAM TO WALL DETAIL 3.1.4 GLASS ROOMS PARTIALLY ENCLOSED) 3.2.4` r ENCLOSED) 3.3.5 I H 0000I 1 TYPICAL GABLE SOLID ROOPENCLOSURE SCAL .S -,-' Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 COPYRIGHT 2003 I PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 SOLID ROOF PANEL PRODUCTSSECTION7I COMPOSITE ROOF ANCHORING DETAILS\ 8 x 1/2", S.M.S. SPACED @ 8" O.0 "BOTH SIDES EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD + + OUD SCREW (2) PER RAFTER J :_..: OR TRUSS TAIL ' uj- / z a.... Q W........ . 10 X 3/4" S.M.S. OR,WOOD. n. p.. —'ROOF PANEL - SCREW SPACED @ 12- O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL: SCALE: 3" = 1'-0" EXISTING HOST STRUCTURE,\ .r _ J WOOD FRAME, MASONRY OR f #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES I FOR MASONRY USE . 1/4" x 1-1/4" MASONRY kNCHOR OR EQUAL @ 24" O.C. z IL FOR WOOD USE #10 x 1-1/2" Q Lu'' '.. S.M.S. OR WOOD SCREWS @ a ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS: ALL SCREWS ' INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE. EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANELWALLTHICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITHANCHORSAPPROPRIATEFORTHEMATERIALCONNECTEDTO. THE.ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR AMAXIMUMPOSSIBLESPANOFTHEROOFPANELFROMTHEHOST -STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.65% PAGE © COPYRIGHT 2003 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF.LAWRENCE E. BENNETT, P.E. SECTION 3 1 SCREEN,.ACRYLIC / VINYL, GLASS & MODULAR ROOMS RIDGE CAP 8 x 1/2" (3) PER PANEL l 8 x 1/2" @ 24" O.C. 3" ROOF'p ' V 14 Id x x x 04 BEAM SUPPORT STUDS a TYPICAL) y' RECEIVING CHANNEL 6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S. _ \ TO BEAM ' 3" ROOF m xg 2" X 04 v 60" MAX 2" x 6" S.M.B. HEADER x • • iv • • ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 2003 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams For Screen Rooms or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF Self Mating Sections Tribute Load Width W = Purlin Spacing 5'-0" 6'-0" 1 7'.0" 1 f 8'-0" 9'-0" 1 10--0" 1 11'-0" Allowable Span'L' bendin 'b' or deflection'd' 2" x 4" x 0.044 x 0.100" 10'-11" b 9'-11" b 9'-3" b 8'-8" b 8'-2" b 7'-9" b 7'=5" b T-1" b 2" x 5" x 0.050" x 0.100" 13'-7" b 12'-0" b 11'-5" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 2" x 6" x 0.050" x 0.120" 15'-8" b 14'-4" b 13'-3" b 12'-5" b 11'-8" b 11'-1" b 10'-7" b 10'-1" b 2"'x 7" x 0.055" x 0:120"` 17'-8" b 16'-l" b 14'-11" b 13'-11" b. 13'-2" b 12'-6" b 11'-11" b 11'-5" b 2" x 7" x 0.055" w/ Insert 23'-6" b 21'-5" b 19'-10" b 18'-7" b 17'-6" b 16'-7" b 15'-10" b 15'-2" b 2" x 8" x 0.072" x 0.224" 22'-10" b 20'-10" b 19'-3" b 18'-0" b 16'-11" b 16'-1" b 15'-0" b 14'-9" b 2" x 9" x 0.072" x 0.224" 24'-9" b 22'-7" b 20'-11" b 19'-6" b 18'-5" b 17'-6" b 16'-8" b 15'-11- b 2" x 9" x 0.082" x 0.310" 27'-1" b 24'-9" b 22'-11" b 21'-5" b 20'-3" b 19'-2" b 18'-3" b 17'-6" b 2" x 10" x 0.092" x 0.369" 32'-7" b 29'-9" b 27'-7" b 25'-9" b 24'-4" b 23'-l" b 21'-11" b 21'-1" b Notes: 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. 2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3. Spans may be interpolated. Table 3.1.4-120 Allowable Spans for Ridge Beams with Self Mating Beams For Screen Rooms or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 23 #/SF Self Mating Sections Tribute Load Width 'W' = Purlin Spacing 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" 10'-0" 1 11'-0" 1 12'-0" Allowable S n'L' I bendin 'b' or deflectlon'd' 2" x 4" x 0.044 x 0.100" 10'-3" b 9'-4" b 8'-8" b 8'-1" b 7'-7" b 7'-3" b 6'-11" b 6'-7" b 2" x 5" x 0.050" x 0.100" 12'-8" b 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-0" b 8'-2" b 2" x 6" x 0.050" x 0.120" 14'-7" b 13'-4" b 12'4" b 11'-7" b 10'-11" b 10'-0" b 9'-10" b 9'-5" b 2" x 7" x 0.055" x 0.120" 16'-5" b 15'-0" b 13'-11" b 13'-0" b 12'-3" b 11'-8" b 11'-1" b 10'-7" b 2" x 7" x 0.055" w/ Insert 21'-11" b 19'-11" b 18'-6" b 17'-4" b 16'-4" b 15'-6" b 14'-9" b 14'-2" b 2" x 8" x 0.072" x 0.224" 21'-3" b 19'-5" b 17'-11" b 16'-10" b 15'-10" b 15'-0" b 14'4" b 13'-9" b 2" x 9" x 0.072" x 0.224" 23'-1" b 21'-0" b 19'-0" b 18'-3" b Ir-2" b 16'-4" b 16-6" b 14'-10" b 2" x 9" x 0.082" x 0.310" 25'-4" b 23'-1" b 21'-5" b 19'-11" b 18'70" b 17'-11" b 171" b 16'4" b 2" x 10" x 0.092" x 0.369" 30'-5" b 27'-9" b 25'-8" b 24'-0" b 22'-8" b 21'-6" b 20'-0" b 19'-8" b Notes: 1. Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 120 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. 2. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 3. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-65M PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3"37 SECTION 3 I SCREEN, ACRYLIC / VINYL,- GLASS & MODULAR ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH r 3) #10 x 1-1/2" S.M.S. INTO: SCREW BOSS' l 2) #10 x 1 1/2" S. M. W S. INTO SCREBOSS ANCHOR 1" x 2" PLATE'TO CONCRETE W/ 1/4" x 2:,1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C' MAX. I! r MIN. 3-1/2" SLAB;2500 PSI CONC. 6 x 6 10 x 10 W.W.M. OR FIBS j MESH VAPOR BARRIER. UNDER CONCRETE: t ALTERNATE HOLLOW ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/ 4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O. C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE r BEAM /` HEADER ANGLE CUPS MAYBE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS r MIN. ( 3)#10,x 1 1& S.M.S. INTO SCREW BOSS 1" x 2l EXTRUSION 1. 1/8" MIN. IN CONCRETE HOLLOW UPRIGHT;TO' BASE UPRIGHT T.O'BEAM DETAIL 1 r-0" AND HEADER BEAM 4) # 10 x 1/2" S.M.S. EACH SIDE OF POST H- BAR OR GUSSET PLATE 2" x2"OR2"x3"OR2"S.M.B. POST MIN. ( 4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1- 1/8"-MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO. BEAM DETAIL SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767.65M I PAGE O COPYRIGHT 3. 14 I NO O B TEREPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES i1DE WALL HEADER 1TACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" I.M.S. SIDE WALL GIRT ATTACHED l x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY HORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 Q FAX (386) 767-6556 I PAGE3-1 V 1 O NOT TO BIER PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I n U n U SCREEN, ACRYLIC /"VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Sections Tributary Load Width = Purlin Spacing 3'-0"' 1 3'-0" 1 4'-0" 1 4.6" 1 5'-0" 1 5'.6" 1 6'-0" 1 6'.V 1 7'-0" 1 7'.6" Allowable Height 'H' I bending'b' or deflection'd' 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b F-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11' b 8'-5" b 7'-11" b 7'-7" b T-3' b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-0" b 7'-11" b 7'-0" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow. 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0"-b 11'-0" b 11'-0" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0' b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-0" b 13'-0" b 12'-5" b 11%9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" bi 15'-3" b 14'-4" b 13%7" b 12'-11" b 12'-5" b 11'-1 V b 11'-6" b 11'-1" b Fear 3 aecnnd wind oust at 120 MPH velocity- unina design load of 13 SF Sections Tributary Load Width 'IM = Purlin Spacing 3'-0"' 1 3'.6" 4'-0" 41-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 7'.6" Allowable Height 'H' / bending'b' or deflectlon'd' 2" x 2" x 0.044" Hollow F-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-0" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2' b 7'-9" b r-4" b 6'-11" b 6'-8' b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-0" b 7'-1' b 6'-10" b F-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b I T-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11' b 13'-10" b 12'-11" b 12'-2" b 1 T-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b r-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4' b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11' b 11'-5" b 10'-11" b 10'-7" b 10'-3" 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 the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214566. SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (386) 7674M PAGE Q COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 3"39 SECTION 3 1 SCREEN,, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft') Max. Span 'L' I(bending 'b' or deflection 'd') Load Width (ft.) Max. Spa 'L' I (bending 'b' or deflection 'd' 1 & 2 Span 3 Span 4 Span Cant ever 1 3 2 Spa 3 Span 4 Span Max ever 5 4'-4" d 5'-5" d 5'-3" b 1'-1" d 5 4'-8" d 5'-9" d 5'-8" b 1%2" d 6 4'-l" d 4'-11" b 4'-9" b 1'-0" d 6 4'-4" d 5'-5" d 5'-3" b 1'-1" d 7 3'-11" d 4'-7" b 4'-5" b 0'-11" d 7 4'-2" d 4'-11" b 4'-10" b 1'-0" d 8 3'-9" d 4'-3" b 4'-2" b 0'-11" d 8 3'-11" d 4'-0" b 4'-6" b 0'-11" d 9 3'-7" d 4'-0" b 3'-11" b 0'-10' d 19 3'-10" d 4'-5" b 4'-3' b 0'-11" d 10 3'-5" b 3'-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d 11 3'-3" b 3'-8" b 3'-6" b 0'-10" d 11 3'-7" d 3'-11" b 3'-10" b 0'-10" d 12 3'-1' b 3'-6" b 3'-41" b 0'-10" d 12 3'-5" b 3'-10" b 3%8" b 0%10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Spa '12/ bendin 'b' or deflection'd' Load Width ((ft.)) Max. Spa / bending 'b' or deflection d' 1 b 2 Spanp 3 Spanp 4 Spanp Max.ax• Cantilever 2 S8, pa 3 Span 4 Span Max' Cantilever 5 4'-11' d 6'-1" d 6'-3" d 1'-2" d 5 5'-7" d 6750" d 7'-0" d V-4- d 6 4'-8" d 5'-9" d 5'-9" b 1'-2" d 6 5'-3" d 6'-5" d 6'-7" d 1%3" d 7 4'-5" d 5'-6" d 5'4" b 1'-1" d 7 4'-11" d 6'-2" d 6'-3" d 1'-3" d 8 4'-3" d 5'-1' b 4'-11" b 1'-0" d 8 4'-9" d 5'-10" d 5'-11" b 1'-2" d 9 4'-1" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7" d 5'-8" d 5'-7' b 1'-1" d 10 3'-11" d 4'-7" b 4'-5" b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b 1'-1" d 11 3'-10" d 4'-4" b 4'-3" b 0'-11" d 11 4'-3' d 5'-2" b 5'-0" b 1'-0" d 12 3'-8" d 4'-2" b 4'-1" b 0'-11" d 12 4'-2" d 4'-11" b 4'-10" b I 1'-0" d 2" x 3" x 0.045". 2" x 4" x 0.050" Load Width (ft.) Max. Spa n'L' / bendin 'b' or deflection'd' Load Width (ft.) Max. Spa n'L' / (bonding'b' or deflection'd' 1 d. 2 Spanp 3 Spanp 4 Spanp Max. Cantilever 1 8 2 Spanp 3 SpanpCantilever4SpanMax. 5 6'-2" d 7'-4" b 7'-l" b 1'-6" d 5 7'-11" d 9'-4" b 9'-0" b 1'-11" d 6 5'-9" d 6'-8' b 6'-5" b 1'-5" d 6 7'-6" d 8'-6" b 8'-3" b 1'-10" d 7 5'-6" d 6'-2" b 5'-11" b 1'-4" d 7 7'-1" b 7'-11" b 7'-7" b 1'-9' d 8 5'-2" —b 5'-9" b 5'-7" b 1'-3" d 8 6'-7" b 7'-5" b 7'-2" b 1'-8" d 9 4'-10" b 5'-5" b 5'-3" b 1'-3" d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d 10 4'-7" b 5'-2" b 4'-11" b 1'-2" d 10 5'-11" b 6'-7" b 6'-5" b 1'-0" d 11 4'-5" b 4'-11" b 4'-9" b 1'-2" d 11 5'-8" b 6'-4" b 6'-1" b 1'-6" d 12 4'-3" b 4'-9- b 4'-7" b 1'-1" d 12 5'-5" b 6'-0" b 5'-10" b 1'-5" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I PAGE COPYRIGHT 3.28 I ONOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. n U SECTION 7 SOLID ROOF PANEL PRODUCTS Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H44, H-25 Foam Core E.P.S.1# Density Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0 024" Roof Panel Glass Rooms wind Region Open Structures Mon -Sloped Roof Screen Rooms ` MonoSloped Roof I Partially Enclosed Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 21'-4" 23'-10" 2T-0" 20'4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 17'-9" 16'-3" 4'4- 110 MPH 21'-4" 23'-10" 23'-0" , 18'=8' 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 1T-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 10'-8" 12'-5" 1 V-6" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" 191'-- 77"" 191'--3 11-8" 13'- 88"" 13'-2" 44''--03" 130 MPH 18'-0" 20'-2' 19-5" 15-1" 17'-9" 9'-10" 10'-11" 10'-7" 11-1" 12'-11" 2-8" 4'-0" 140 MPH 124" 13'-9" 13-3" 12'-4" 13'-9" 16'-3" 13'-3" 9-2" 10'-3" 9'-11" 10'-3" 11-6" 11-1" 150 MPH 12'' 3 8'-7"3"9'-6"10'-3 I ulxa wnnms d A 1V A Wind Region V -'W- - vrry Open Structures Mon -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 1span 3 span 4 span 100 MPH 24'-11" 27'41" 27--0" 23'-10" 26'-8" 25'-9" 16-10" 18'-5" 17'-10" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24--11" 2T-11" 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10" 15'-4" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 17-11" 14'-6" 14'-0" 14'-8" 171-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10' 22'-2" 21'-5" 12'-8" 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 11'-6" 13'-6" 13'-0" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-9" 12'-6" 1 T-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 1 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-0" 11'-3" 10'-10' 1 11'-2" 13'-2" 12'-9" 4'-0" W A w A Wind Region v.vs+ •wvr . --rry Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang Cantilever All Roofs 1&2 span 3 span 4 span 1&2 1span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 161-6" 15'-11" 17'-5" 19'-W 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'4" 15'-1" 18'-0" 17'-5" W-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 131-8" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'4- 13'-3" 12'-9" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 9'-5" 10'-0" 10'-2" 10'-5" 12'-4" 1 V-4" Wind Region Open Structures Mon -Sloped Roof Screen Rooms Mono -Slope d Roof Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 1 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 27'-9" 30'-11" 29'-11" 26'-5" 29'-6" 28'-7" 18'-3" 20'-5" 19'-9" 20--8" 23'-1" 22- 4" 4'-0" 110 MPH 1 27'-9" 30'-11" 29'-11" 24'-4" 27'-2" 26'-3" 15'-9" 10'-6" 17'-11" 19'-1" 21'-5" 20'-B" 4'-0" 120 MPH 26'-5" 29'-6" 28--7" 22'-8" 25'4" 24'-5" 14'-5" 16--1" 15'-7" 17'-6" 19'-7" 18'-11" 4'-0" 123 MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15'-2" 16-10" 19'-0" 18'-5" 4'-0" 130 MPH 23'45" 26'-2" 25'4" 20'-8" 23'-1" 22'4" 13'4" 14'-11" 14--5" 15--0" 17'-11" 16--3" 4'-0" 140 MPH 16-11" 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" 12'-5" 13'-10" 13'-5" 14'-0" 151-8" 15'-2" 4'-0" 150 MPH 16-11" 17'-11" 17'-3" 15'-11" 17--11" 17--3" 11--2" 17-11" 12'-6" 13'-1" 14'-7" 14%1" 4'-0" Note: 7 otal rooT panel wiain - room wiam + wan wemn + oveman8. Lawrence E. Bennett, P.E. l CIVIL ENGINEER - DEVELOPMENT CONSULTANT S T A U C TA L U P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (366) 7674774 350 BURBANK, OLDSMAR. FL 34677-4906 56 LOCAL (813) 855-2627 FAX (386) 787 85 NATIONWIDE 1-800-969-3706 FAX (813) 854-2802 PAGE IQCOPYRIGHT2003 7-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 1 Back C> M 2004 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-512-0000-1190 Tax District: S1-SANFORD Depreciated Bldg Value: $73,121 Owner: PEREZ ENRIQUE Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $693 Address: 130 LAKE ADA CIR Land Value (Market): $14,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 130 LAKE ADA CIR SANFORD 32773 Just/Market Value: $87,814 Subdivision Name: HIDDEN LAKE PH 3 UNIT 5 Assessed Value (SOH): $85,710 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $60,710 SALES Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY WARRANTY DEED 07/2001 04156 0299 $87,500 Improved Tax Value(without SOH): $1,316 WARRANTY DEED 07/1990 02201 0086 $68,900 Improved 2003 Tax Bill Amount: $1,225 WARRANTY DEED 09/1989 02110 0459 $61,100 Improved Savings Due To SOH: $91 WARRANTY DEED 12/1988 02028 0457 $71,800 Improved 2003 Taxable Value: $58,701 WARRANTY DEED 10/1988 02011 1535 $17,500 Vacant DOES NOT INCLUDE NON -AD VALOREM SPECIAL WARRANTY DEED 08/1988 01985 1132 $2,000,000 Vacant ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 119 HIDDEN LAKE PH 3 UNIT 5 PB 29 LOT 0 0 1.000 14,000.00 $14,000 PGS 40 & 41 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1988 6 1,710 1,296 SIDING AVG $73,121 $77,377 Appendage / Sgft GARAGE FINISHED / 240 Appendage / Sgft OPEN PORCH FINISHED / 30 Appendage / Sgft SCREEN PORCH FINISHED / 144 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD DECK 1990 315 $693 $1,575 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 ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=l 1203051200001190,... 1 / 14/2004 of Sanford, Fjo • r. rlddBuildingDepartment P.O. Box 1788 - 32772-1788 Telephone (407) 330-5656 Fax (407) 330-5677 January 8, 2004 Enrique Perez 130 Lake Ada Circle Sanford, FL 32773 RE: Variance request for a screen room addition to a single family house. Dear Mr. Perez: On January 8, 2004, the Board of Adjustment considered your request for a dimensional variance to the zoning regulations pertaining to front yard setbacks.\ The Board of Adjustment approved your 10' variance request to construct a screen room. If you have any questions, please call me at 407-330-5657. Sincerely, Jo - Ann M. Johnson Secretary to the Board of Adjustment City of Sanford The Friendly City"