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HomeMy WebLinkAbout343 Appaloosa CtRECEIVE® Y CITY OF SANFORD PERMIT APPLICATION F' .::1 3 ppl Permit # : V f 0-1 d Date: r� Job Address:�'� SQnr! f— L 3 a�1 Description of Work: �-n cOa'1) 1A,4 n Blum A00 - r- J2,1'2S Historic District: Zoning: Value of Work: $ y 00 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 Wat osets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: ___L_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (A ach Proof ofOwnership & N p Lega escription). Owners Name & Address: t /' 3 R-1-73 Phone: +-%l Contractor Name & r Address: i f rr . A( mon Phone &Fax: State License Number: (P - a 1 Contact Person: �f?r(�y 1 LA-VI(Phone: �O7 $(Iia, tOCJ (Q.Q Bonding Company: a Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: 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 beperformed 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 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 owtn(((eeeer of the property of the requirements of Florida Lien La , 713. Signature of Ow:Z�'�-J- Date Signature Contractor/Agent Date / E�waral > .� Print /Agent's Name Print Co tract ge is Na�Florida �� grog Signature of Notary -State of Florida Date Signature of otary- tat of_ Date ,,,,,By Nq Susan L. Matre-Harrison / 'a Q My Commission DD218024 �y � o`' Ex es July 12, 2007 �Y "N Susan L Matre-Harrison whet/Agent is Personally wn to R% or Contractor/Agent Personally [Chown to Produced [D _ Produced ID My Commission DD218024 ��p a s�o� of c�oa Expires July 12, 2007 APPLICATION APPROVED BY: Bldg: Zonin j �b Utilities: FD: (Initia & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Date: 3- 1 a -- O —7 v `r I hereby name and appoint J rr 1 C t I, 1 of Dulando Screen & Awnin Inc. to be y lav 1 attrney in fact to act for e and apply to c c) for a (or) (-1f PA-e I t? e-n Permit for work to be performed`at a location described as: Parcel ID#: 11-AO-<51 - 5P(10 -C4r,6d - %©L1© Section: Township: Range:: h Lot: CDU— Block: Subdivision: ��I _Y��CC2�SLn r-Do Address of Job: 3a-773 Owner of Property and address: C And to sign my name and do all things necessary to this appointment. Printed name of Contractor: BeEn l i y ( �t Contractor License Signature of Contractor. State of Florida County of �!>e to t_0 C �, The foregoing intrument as acknowle ged this 1,2-day of �`/JYu 2-co-7 o-7 , by rJ� f U'� qwho personally appeared before me and acknowledged she signed the instrument voluntarily for the purpose expressed in it. personally Known or Produced Identification (Type of identification) �T Pop, Susan L. Matre-Harrison nature of Notary Pub ic, State of Florida ? My commission DD218024 Vo,,,'d; Expires July 12, 2007 J�Lf.SCell .. M .211'2- Har-6-son n (Seal) Print or Type Name of Notary Public >emino.�e Lounty rroperty Appraiser uet tntormatron Dy r-arcei NmDer OA!em JoHnsom. CFA, ASA _ PROPERTY APPRAISER ' EM INOLE COU f FT r FL. 1 101L. rIRST 5T SANFORD, FL 32771-146S 407 15F5-7WF3 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-1040 Number of Buildings: 1 Owner: BROWN EDWARD L Depreciated Bldg Value: $201,828 Mailing Address: 343 APPALOOSA CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $38,000 Property Address: 343 APPALOOSA CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 $239,828 Tax District: S1-SANFORD Assessed Value (SOH): $197,225 Exemptions: 00 -HOMESTEAD (2005) Exempt Value: $25,000 Dor. 01 -SINGLE FAMILY Taxable Value: $172,225 2006 VALUE SUMMARY SALES Tax Value(without SOH): $3,956 Deed Date Book Page Amount Vac/imp Qualified )` ` ' $3,295 WARRANTY DEED 0412004,5.12i 06'3' $212,000 Improved Yes '` ' %` $661 WARRANTY DEED 0912003'€ 114�1'17 $313,000 Vacant No 2006 Taxable Value: $167,415 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... ' Method Units Price Value LOT 104 BAKERS CROSSING PHASE 2 PB LOT 0 0 1.000 38,000.00 $38,000 62 PGS 97 - 99 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2004 10 1,703 3,345 2,862 CB/STUCCO $201.828 $204902 FAMILY FINISH Appendage I Sgft GARAGE FINISHED 1399 Appendage / Sgft OPEN PORCH FINISHED/ 84 Appendage I Sgft 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 ear's property tax will be based on Just/Market value. rage it of 1 http://www.scpafl.org/web/re web.seminole county title?parcel=18203150600001040&cpad=appaloosa&... 2/8/2007 11191111111l111it111ItIII1111111[if11Ill II111111111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT r, SEMiNOLE COUNTY SK 06588 Pg 18861 flpg? Porrnit Number CLERK' S 44 X007022607 r Parcel Idon(icaliorl �umbor � COaI)ED 02113/2007 11:55:34 AN t%ECORDING FEES 10.00 -Prepared by:RECORDED BY T Kloke t—,C��-�t.e.r 1�..n Ca n Return to: DULANDO SCREEN & AYE' VINO 835 SUNSH,'NE t..' ..lE ALTAMONTE spniNCS, r L',9714 (407) 852-6060 NOTICEOF CONIMIE-I GEMENT Stal of Florida County of ne-r i d e The undarslgne,d hereby gives nollce lli7t.lrttprovement(s) will be made to cer lain real property, and H accordance wllh Chaplet 713, Florlda.Slalutes, 1110 following Information Is provided In thls Notice of Cornmencement. Description of faro city (legal description of the property, and street address if available '5st �1 h 9, -3 p - -7 General dasr-.1tptlon of III iprovernent(s) c6ru:refe( - ��%'1 r, exrYl f 3. OwnorinforrnatIbliedwar-ci (2)C)t..�n Name Address tw Telephone Nurnb�r 1.- ,- (�('0 _ r)66r,d 1-- "7i.3 Fax Number Interest In Propoity: A, Fee Slrriplo "I ltla I to,Idor (if other than owner shown above) Name �1/ Telephone Number Address N Fax Number 5. Contractor DULANDO SCREEN & AWNINQ 835 SUNSi-ts'°#E U-x'.;rt= Name f, ,. ALTSMONTESPRINGS,F'L2<1714 'reicphone Number 407-862-6060 'Address (407) 862-6030 Fax Number 407-1362-1221 G. Surety (if any) Name Telephone Nuter, nb CERTIFIED COPS' Address Fax Number MARYANNE MORSt Atnount of bond $ CLERK OF CIRCUIT C()'1iRT -`-5LMINOLE COUNTY, FLORIDA 7. Londor'(if any) c- I �lamo , (/ Telepllon0 Number ay DEPUTY CLERK Address 7W Fax Number FEB 1 3 2007 8, Persons within the Stalo of norida doslgnaled by Owner upon whom nolicos of other documents may be served -as brovlded by §713.13(1)(a)1.,'F1orida Statutes. Mama 'felephone Number Address Fax Number 3. In addition to Himself or herself, -Owner designates the following to receive a copy of the Lienor's Notice as piovidod.In §713.1:�(1)(b), r'loil!la Statutes, NS1110 Telephone Number Addi es s Fax Number 10. Expliatl6n cinto of notice of rommoncnrnont (the explrallon date Is one year from.tho date of recording unless a different date Is . 1poclliod)` hie Signed Signature of Owner [ o e: per §7'13.13(1)(g); "owner must sign ...and no one else may be permitted to sign In his or her stead."lr "Vp yl an i_ etre-Harrisory my ( onimission DD218024 3vrorn to and subscribed be ore me his Q day of 2 , 20 _ by o 10 ` )(piles July 12.2007 vho is _p^rsonally I.nown to me OR _ produced et1lt CG _nJS is identificelion. 66 t - 'gra; susanL Mstre-F6 ,ac�9ignature of Notary (notarla seal to appear. below) qty f nmmission DD2180� M,_,... a; q„ir Attiv 12. 2007 1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy Reqi uired emergency escape and rescue openings are not allowed to open into this screen room unless a screen door Pleading away from the residence is 11 provided. FRC R310.1 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 �F�c 09.1 January 01, 2006 LAWRENCE E. BENNETT, P. E. P-0. BOX 214368 SOUTH DAYTONA', FL 32121 3.86-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition .& 2006 edition Dear Building Official/Plans Examiner, This is to certify that the followi is hereby authorized to use m ng contractor/company DESIGN MA.'�tUAL" durin the y 2004 ed ALUMINUM STRUCTURES we ubli distribute the 2006 ed of ther"ALUMINUMeSTRUCTURESSDESId GN they will be authorized to use that manual for the remainderNofL200 - 6. Our authorization is based on a Januar tass of the edition of the manual. This authorizationyalso?applies rtoeSs contractor master file drawings, " ONE PERMIT ONLY" drawings or an site specific" drawings that I may furnish the contractor. Bernie Duncan SCC131149580 Dulando Screen & Awning 835 Sunshine Ln Altamonte Springs, FL 32714 They are hereby added to my 2006 MASTERFILE LIST Should you have any questions please contact me at convenience. your Sincerely. PLANS RE Lawrenc E. Beruie tT, P.E. #166.44 CITY SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW FOR MAX. H. UPRIGHT HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS PAGE 3A-37, 38,39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WWDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) LU O.H. v SOLID ROOF/ / x iLIJ NO MAXIMUM / / ai I (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES - 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ INS* EACH SIDE OF UPRIGHT ANCHOR 1" x 2'TO, WALL W/ #10 x 2-1/Z'S-.M.S. Wl WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW T-0" ,O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 #8 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" -- Lawrence E. Bennett, P.E. FL # 16W�'�' A, CIVIL ENGINEER - DEVELOPMENTCONSEXTANT NFORD P.O. Sox 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 7574774 FAX: (386) 767-65a6 PAGE ,p h © COPYRIGHT 2004 - - - 3A -L NOT TO BE REPRODUCED W NHOLE OR IN PART WITY.OLT T 14E WRITTEN PERMISSION OF LAWRENCE E. BENNE? T, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" r 48" x n_024" Roof Panel Wind Region Open Structures Mono -Sloped Roof 1&2 3 1 4 span span span Screen Rdoms & Attached Covers 1&2 i 3 4 span span span `Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 21'-3" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'3" 4'-0' 110 MPH 21'-3" 23'-10" 23'-0" 18%8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH ' 20'-4" 22'-9" 21'-11" 17'-5" 19 5" 18' 10" 12' 6" 13'_11" 13,-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 15'-3" 11'-1" 12'-11" 12'-6" 4'.0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-3" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-0" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" T-11" z Aa" ,, n n -an- o. f Pinel Wind Region Open Structures . Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass .& Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25-9" 18'-8" 20'-10' 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-1 1" 1 24'S" 23'-8" 16-2" 19'-3" 1 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5' 22'-10" 22'-1" 14'-B" 17'-8" 15'-10' 4'-0' 123 MPH 22'-11" 25-7" 24'-9" 19'-10" 22'-2' 21'-5" 14'-4" 16'-0" 15' 6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 'W-8" 4'-0" 140 MPH 14'-S" 16-2" 15'-7' 14'-5" 16'-2" 16-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16-2" 15-7" 14-5" 16'-2" 15'-7" 11%2" 13'-2" 12'-0" 4' 0" Wind Region Open Structures MonoSlooed Roof 1&2 3 4 span span span Screen Rooms I & Attached Covers 1&2 34 I span span span Glass & Modular Rooms Enclosed 1&2 .3 4 span span span Overhang Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3' 24'-11" 24'-1" 17'-5" 1T-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6' 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'.11" 24'-1" 14'-"" 21'a3" 20._7.. 13'-9" 15'-4" 1X-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'=6" 4'-0" 130 MPH 19 _9 22'-1' 2114" 1 r `-S" i s'-0" 13'-1 G" 1 -6" 1 =2" 10 -o" 0" 140 MPH 13'-6" 15'-1" 14'-7" 18'7 15'-1" 14'-7" 11"-3" 13'-3" 12'-9" 15'-10" 150 MPH 13'-0" 15'•1" 14_7 ENE' -66-1 15.1" 1 14'_7 118'-1" 17'S" j 14'-9" T Wind Region Open Structures Mono -Sloped Roof 1&2 3 41&2 span span span Screen Rooms & Attached Covers 1 3 4 span span span Glass & Modular Rooms Enclosed 1&2 4 span span span Overhang / Cantilever All Roofs 100 MPH 27'-11' 31'-4" 30'-3' 26'$" 29'-10" 28'-10' 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27-11" 31'-4" 30'-3" 24'-7' 27'-5' 26'S" 19'-4" 21'-7" 20'-10" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-3" 19'-10" 19'-1" 4'-0" 123 MPH 25-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" 18'-7" 4'-0" 130 MPH 23'-8" 26'-5" 25'-7" 20'-10" 23'-4" 22'S" 15'-2" 18'-1" 17'-6" 4'-0" 140 MPH 16'-2- 18'7 17'-6- 16'-2" 18'-1" 17' 6" 14'-2" 15'-10" 15'-1" 4'-0" 150 MPH 1 16'-2" 1 18'-1" 1 17'-0" 1 16-2" 118'-1" 17'S" j 14'-9" T 17-3' 4' -0 - Note: Total roof panel width = room width +wa11 w a . 'd�.Rvq`r1larJ, 15 i RU TAL M4� r� E. Bennett, P.E. FL 16644 1}r O CIVIL ENGINEER - OEM OPMENr CONSUL7ANr 3SO BURBANK ROAD, Q� P OLDS MAR, RLO RI DA�� P. BOX 214368. SOUTH DAYTONA, FL 32121 NATIONWIDE 1 -600.2219 2 7 TELEPHONE: (366)767-4774 LOCAL H 1 3 -SSS -2627 FAX: (366) 767-6556 FAX 813-855-E1126- PAGE © COPYRIGHT 2004 - NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 8EI4NE r. PA. 7-49. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 TA For 3 second wind gust at 110 MPH velocity; using design load of 11 WSF Tributary Load Width 1M = Purlin Spacing Sections 3'-0" 3•-6" 4'-0" 4'-0" S.A.. 5-6" 6'-0.. 6 �- 7,A" Allowable Height 'H'! bending'b' or deflection'd' 2" x 2" x 0.044" Hol{aw 9' S" b 8' 9" b 8'-2" b 7 8' b b b 2" x 2" x 0.055" Hollow X0,_3^ 9a " b 9=9" b g'-3" b 8=9" b 8' 4" b T- 1'" b 7'-H" b T-56'-9" b 3" x 2" x 0.045" Hollow 1 3" z 2" x 0.070' Hollow 12•-9" d i 2'-2" d 11'-7" d 10'-11" b 10'-5" b T-11" b 9'-6" b 9'-2" b 8'-10" b 2" x 3" z 0.045" Hollow 12'-9" b 11'-9" b 11•-0' b 10'-5" b T-10" b 9'-5" b 8'-11' b e' -a" b 87- b 2" z 4" x 0.050" Hollow 16'-3" b 15-1" b 1471' b 13'-3" b 12'-7" b 12-0" b 11' 6' b 11'-0' b 2" x 4' x 0.046" S.M.S. 19'-1" b 1T$" b 16'-6" b 15'-7" b 14'-9" b 14'-1" 2" z 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 2" z 6"x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-J' b 21'-3" b 20'-2" b 19'-3" b i8'-5" b 1T-9" b 17'-1" b 2" x 2" x 0.044" Snap 11'-3" b 1 G-5" b 9'-9" b 9'-2" b 8' 8" b B'-3" b 7'-11" b 7 -7' b 7'-4" b 2" x 3" x 0.045" Snap 14'x" b 13'-4" b 12'-5" b 11•-9" b 11'-2' b 10'-7" b 10'-2" b 9'-9" b 9'-5 b 2" x 4" x 4.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12-11 b 12'-5" b 11'-11" b 111-6" b For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF Tributary Load Width W' = Purfin Spacing 6,.6- 7'-0» Sections 3�A^ 3'-0.. 4.-0» 4'-6^ Allowable Height 'H' /bending 'b' or deflection 'd' 2" x 2"Hollow 8'-B" b 9" b 8' 2" b T 9" b T'-4" b 6- 1" b 6' 8" b 1 6'-5'" b 6' " b 2" x 2" x 0.055" Hollow 9'-5" b 8'- 3" x 2"x 0.045" Hollow 10'-5" b 9-i b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'_4 b 7'-1" b 6-10' b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10 -1" b 9'-i b 9'-2" b 8'-9' b 8'-5" b 1" b 2" x 3" x 0.045" Hollow 12'-10" b 11-10" b 1 Z-11" b 12 2" b 114 T b 1�1 -0" b 101-7 _ b 0' 2" b_ 9'-9" b 2" x 4" x 0.050" Hollow 14'-11" b 'IT -10" x 4"x 0.046" S.M.S. 17' 6" b 16'-3" D 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12 5' b 11'-11" b 11'-6' b 2" x 5" x 0.050" 5-M.S. 21'-8" b 20'-1" b 20=9" b 19' 7" b 18=T" b 1T 9" b. 16--1t" b 1fi'-3" b 15'-8" b 2" x 6" x 0.050" S.M.S. 23'-11" b 221-2" b 2" x Z" x 0.044' Snap 10'x" b 9'-7" b 8'-11' b 8'-5" b T-11" b T -T' b Tom" b T-0" b 6'-9' 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 Snap 16'-2" b 14'-11' b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 7.�» 5'-11" b T-2" b 8' 8'-1" b 14'-11' b T-1' b 7'-1" b g'-1' b 11'-1" b 7'-G* 5' 1 " b 6 7'-10" b 9'-S" b 11'-1 15' 2 b Notes:ht 1. Above spans do not include length of knee brace. Add horizontal distance room upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. ED of Lawrence E. Bennett, P.E. FL # 1'6644 �`� CtvIL EyGINEER - DEVELOPMENT CONSULTANT P.O. SOX 214358, SOUTH OAYTONA, FL 3212' TE!-EPHONE: (366) 767-4774 FAX: (386) 767.65M PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART'rY(TROUT THE VV RITT e11 PERMISSION OF LAWRENCE E. BENN£TT. P E- SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS SCALE: 3"= V-0" 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 1-114" 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 PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.-FOR SBC SECTION 1605 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 1, #8 1 #10 1#12 #12 P.E.FL 16644 ��ANS ,VlE�� Lawrence E. Bennett, E ANF®R® CIVIL ENGINEER - DEVELOPMENrCONSUt i AM P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (336) 767-6556 PAGE © COPYRIGHT 2Q04 . 7-L� NOT TO BE REPP,ODU :ED IN WHOLE OP. IN PART WITHOUT THE WRRTEN PERMISSION OF LA'f/R=NCE S. BENNEr , P.E. #8 x 1/2" S.M.S. SPACED EXISTING FASCIA @ 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD _ SCALE: 3" = T,0" WOOD SCREW (2) PER _ '} 2 RAFTER OR TRUSS TAIL WOOD FRAME, MASONRY OR #10 X 3/4" S.M.S. OR WOOD "'' a''' ';;•;• �_ ROOF PANEL SCREW SPACED @ 12" O.C. ALL EXPOSED SCREW HEADS SCALE: 3"= V-0" 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 1-114" 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 PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.-FOR SBC SECTION 1605 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 1, #8 1 #10 1#12 #12 P.E.FL 16644 ��ANS ,VlE�� Lawrence E. Bennett, E ANF®R® CIVIL ENGINEER - DEVELOPMENrCONSUt i AM P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (336) 767-6556 PAGE © COPYRIGHT 2Q04 . 7-L� NOT TO BE REPP,ODU :ED IN WHOLE OP. IN PART WITHOUT THE WRRTEN PERMISSION OF LA'f/R=NCE S. BENNEr , P.E. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL _ SCALE: 3" = T,0" -EXISTING HOST STRUCTURE #8 x 1/2" S.M.S. SPACED WOOD FRAME, MASONRY OR @ B" O.C. BOTH SIDES CAULK OTHER CONSTRUCTION ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/4"x i-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. ' FOR WOOD USE #10 x 1-112" ::''4•u1:..:: S.M.S. OR WOOD SCREWS @ •••f - �'-'•'•''-''., �� "''" ROOF PANEL 12" O.C. ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" 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 1-114" 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 PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.-FOR SBC SECTION 1605 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 1, #8 1 #10 1#12 #12 P.E.FL 16644 ��ANS ,VlE�� Lawrence E. Bennett, E ANF®R® CIVIL ENGINEER - DEVELOPMENrCONSUt i AM P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (336) 767-6556 PAGE © COPYRIGHT 2Q04 . 7-L� NOT TO BE REPP,ODU :ED IN WHOLE OP. IN PART WITHOUT THE WRRTEN PERMISSION OF LA'f/R=NCE S. BENNEr , P.E. SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS d! 713. RIDGE CAP #8 x 9/16" TEK SCREWS.@ PAN RIBS EACH SIDE CAULK ALL EXPOSED S SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR CREW — — — GABLED APPLICATION HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN OR COMPOSITE ROOF PAN INTO BEAM THROUGH PANEL BOXED END OF PAN AND . #8 x 1/2" S.M.S. (3) PER PAN HEADER ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3" WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) FOR PAN ROOFS: (3) EACH 98 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P Z_27 Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions . for Screen, Acrylic or Vinyl Rooms M, z Jnr-nnd wind oust at 110 MPH velocity; using design load of 11 WS (36 MSF for Max. Cantilever) g T-11" d J•-5� u a- g d Tft" b T-1" b 1.'3. d to T,-g• d H'-11" b 8'-7" b 1•�" d 10 5'-t 1" d 61-11" b 6'-9" D 1'-2" d 11 T-5" d t3' 6" b 8'-2" b 1'�" d 11 5'-V d 6',8" b 6'-5" b 1'-2" d _r d 8'-1" b 7-10" b 1'-5" d 12 5'-T" d 6'�" b 6'-r. b 1'_t" d 12 Notes: ht to center of brace to beam t. Above spans do not include length of knee brace. Add horizontal distance from ePh9 connection to the above spans for total bean spans. 2. Spans may be interpolated. FL # 16644LA N S V E E Lawrence ,, Bennett, P.E.CITY F AINFO D CJVX ENGINEER •DEVELOPMENT CONSULTANT P.O. BO 21436S. ONESOUTH y4-rok^FL 32121 TELE FAX: (386) 767-6556 PAGE 0c COPYRIGHT 2004 HCL'c Co �N p,�itT'�IRHCLiT THE � `Nft � cN PERMISSION 0= LgWREhIC'c E BENNETs, P.E. 3�1-1 0 NOT TO Be REPRODUCED .N LY SCREENED ENCLOSURES SCREWS OR THP.0-BOLTS (SEE SECTION 9) POST SIZE 2" x 4" MA.X. �� Lawrence =_ P_E. FL = 16oG �� tl �� vCr✓,LNGwc-4-oEvFioP�dEKrMsuC;ANT f9� SANF®.� ®. p.o. BOX 27 a3Ea. S O�UTH OAYT-11MA. FL 32'.21 vOF ri c NCN Gaol c --:-r0 PAUE _ 1-47 NOT c �_. �JUC� h NH^._ .^•R IN P.4?' W....O'� Tn=1NR: T'N Pc7:?MA.S ;0t4 .F LAWRENCE = S="�Y�' P.- (� P^ =»^ r i �' 1"x 2" EXTRUSION ANCHOR II TO CONCRETE W/ CONCRc E ANCHORS WITHIN p p MIN. 3-1/2' SLAB 2500 P.S.I. E" OF EACH SIDE Or EACH . ^— CONCRE-i E 6 x 6- i0 x 10 POST AND @ 24" O.C. MAX • W_LDEC WIRE MESH OR SELECT CONCRETE ANCHORS FIBER MESH CONCRETE FROM SECTION 9 SIDE WALL POST TO PLATE TO CONCRETE DETAIL SCALE: 3"= V-0" 2" x 2"x 0.063" ANGLE EACH SIDE ATTACH TO POSTAND CONCREi E :. LOAD BEARING POST SiZ= 2'x 4" MAXSECTION WALL W/ (2) MiN. S.M.S. (PER (SEE TABLE) 9) EACH SIDE MIN. 3-1/2" SLAS 2500 P.S.I. i i" x 2" E`^'TR;JSiOPJ-ANCI-'OR 70 CNCoB•10x1 CONCRETE WI CONCRETEOREEx WELDED WIRE MESH OR p ANCHORS 6" MAX. EACH SIDE FIBER MESH CONCF,ETE OF EACH POST AND @'24" G.C. MAX. OR THROUGH ANGLE ANGLES AS SHOWN ABOVE AND Co 24' O.C.-MAX SEL.CT MAY SE USED TO CONNECT CON;,RcTc ANCHORS FROti1 CHAIR RAILS AND FUR'•_!NS SECTION 9 SIDE WALL ALTERNATE POST TO SEA'S AND PL ATE TO CONCRETE DETAIL SCALE: �� Lawrence =_ P_E. FL = 16oG �� tl �� vCr✓,LNGwc-4-oEvFioP�dEKrMsuC;ANT f9� SANF®.� ®. p.o. BOX 27 a3Ea. S O�UTH OAYT-11MA. FL 32'.21 vOF ri c NCN Gaol c --:-r0 PAUE _ 1-47 NOT c �_. �JUC� h NH^._ .^•R IN P.4?' W....O'� Tn=1NR: T'N Pc7:?MA.S ;0t4 .F LAWRENCE = S="�Y�' P.- (� P^ =»^ r i �' SCREENED ENCLOSURES 1/4" x 6" RAW' TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS SECTION 1 ALUMINUM FRAME SCREEN WALL (2) #3 BAR CONT. OR (3) #3 BAR COG T. OR 2'-0" MIN. 3-1/2" (TYP:_ {1) #5 BAR CONT. I ° _ BEFORE SLOPE ALL SLABS) ° g �_ N / ! 1 cc /21 7t 777777 X 6x TYPE I TYPE tl 'TYPE III FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" 112" 2"/ 12"- V-10" > 1'-10" Notes for ali-foundation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft., then a Type 11 footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, using a pocket penetrometer, field soil test, or by a soil testing lab, to be above 1,500 PSF prior to placing the slab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4. Monolithic stabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh. Fibermesh 0 Mesh, Inr=orceTm e3 TM (Formerly Fibermesh MD) per maufacturer's specification maybe used in lieu of wire mesh. 5. If local building codes require a minimum footing, use Type II footing or footing sections required by local code. Local code governs. SLAB -FOOTING DETAILS SCALE. 3/4"_ � > �®�® Lawrence E. Bennett, P.E. FL # 16644 CIT CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE. (386) 767.4774 FAX; (396) T57-6558 PAGE © COPYRIGHT 2004 - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. 1-55 CAP BRICK ALTERNATE CONNECTION OF 1 � � BRICK KNEEWALL TYPE'S' MORTAR SCREENED ENCLOSURE FOR � 2 P.EOUIRED FOR LOAD BEARING BRICK WALL BRICK OR OTHER NOW - T STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP D Q 4° (NOMINAL) PATIO @ EACH POST FROM POST 70 I_ D CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) FOOTING W1(2) #10 x 3/4" S.M.S. STRAP TO POST AND (1)1/4" x 1-3/4" CONCRETE ° ° a (3);430 BARS OR (1) ANCHOR TO SLAB OR • #50 BAR W12-1/2" COVER FOOTING (TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 1) R5 BAR CONT. (2) #3 BAR CONT. OR (3) #3 BAR COG T. OR 2'-0" MIN. 3-1/2" (TYP:_ {1) #5 BAR CONT. I ° _ BEFORE SLOPE ALL SLABS) ° g �_ N / ! 1 cc /21 7t 777777 X 6x TYPE I TYPE tl 'TYPE III FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" 112" 2"/ 12"- V-10" > 1'-10" Notes for ali-foundation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft., then a Type 11 footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, using a pocket penetrometer, field soil test, or by a soil testing lab, to be above 1,500 PSF prior to placing the slab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4. Monolithic stabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh. Fibermesh 0 Mesh, Inr=orceTm e3 TM (Formerly Fibermesh MD) per maufacturer's specification maybe used in lieu of wire mesh. 5. If local building codes require a minimum footing, use Type II footing or footing sections required by local code. Local code governs. SLAB -FOOTING DETAILS SCALE. 3/4"_ � > �®�® Lawrence E. Bennett, P.E. FL # 16644 CIT CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE. (386) 767.4774 FAX; (396) T57-6558 PAGE © COPYRIGHT 2004 - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. 1-55 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 104, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS SET FORTH IN TE �� STRUCTURE MEETS OR EXCEEDS THE THE REr�"N9dE6'6 � IREVIEWED CITY OFOSA UIREMENTS FORD CODE CHAPTER 6H SEC. 6-7(A). EANFORD I Ii I I , LOT 103 i 1" = 30' i GRAPHIC SCALE 1 SLI , 0 15 31 I J p 11 1 3b ti S89'41'11"E 121 93' I NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-7-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. .HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4-17-95 AND FOUND IIHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A• AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERRCAI CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON TI IE EASTERLY LINE OF LOT 104 AS BEING. S00"18'49"W PER PLAT. (FIELD DATE:) 10-16-03 REVISED: SCALE: i" = 30 FEET REV CERTS 04/22/04 SL APPROVED BY: Si REV CERTS 04/19/04 SL JOB NO• ASM42408 FINAL 2-7-04 CKB DRAWN BY: FORMBOARD 10/31/03 CNB PLOT PLAN 08/27/03 SDO 121,52' LOT 105 r CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA EDWARD L BROWN CITI MORTGAGE INC LEGEND — — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE �4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT SP) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK /W SSIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING& MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N ORLANDO AVE SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 QFND NAIL AND DISC o': LB /6393 (02/07/04) 1 FND 1/2" IRON ROD AND CAP LOT 104 LB #6393 (02/07/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE ^ POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY Ln TYPICAL A/C AIR CONDITIONER 3'z3' ED CONCRETE BLOCK WALL i RADIUS POINT OHV OVERHEAD UTILITY LINE 0 IDENTIFICATION POL POINT ON LINE PCC A/C PAD N, to :�. .,:vp^;"•:4 .;;:WT.. :r.,•"..'►c •,i;�:: tea.-. 53.0' q. 1 1 I 1 Ld `+ .:ni,°T `1.. +:. ..•,:U)..: of I I- . .. TWO STORY 1 e< I- •#'• .:'<w�•^° j i _. " 2. 3' COVERED'''..` CONCRETE BLOCK & WOOD FRAME a I vwi Q LIJ :j CV L17 0c) u LLJ ,.:',. 7 ENTRY U' ,� ' RESIDENCE - 1 Q Q LL Q CL a I ,� p n 2.3' FINISH FLOOR ELEVATION=29.24 , a I �� .--- 117 w O l a 0- o I 1o a I o N i .147 G a.l. Q of Q .. 25.5' 3' 53.0' 1 I ' 40.1 h Z I O ;..: 1 1 m O O j'It I i J a Z I O - I W Ln I , NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-7-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. .HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4-17-95 AND FOUND IIHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A• AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERRCAI CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON TI IE EASTERLY LINE OF LOT 104 AS BEING. S00"18'49"W PER PLAT. (FIELD DATE:) 10-16-03 REVISED: SCALE: i" = 30 FEET REV CERTS 04/22/04 SL APPROVED BY: Si REV CERTS 04/19/04 SL JOB NO• ASM42408 FINAL 2-7-04 CKB DRAWN BY: FORMBOARD 10/31/03 CNB PLOT PLAN 08/27/03 SDO 121,52' LOT 105 r CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA EDWARD L BROWN CITI MORTGAGE INC LEGEND — — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE �4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT SP) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK /W SSIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING& MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N ORLANDO AVE SUITE 8 WINTER PARK, FLORIDA 32789 (407) 426-7979 QFND NAIL AND DISC LB /6393 (02/07/04) 0 FND 1/2" IRON ROD AND CAP LB #6393 (02/07/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PIDENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHV OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA q,Z�_ 4 FOR THE FIRI/ R. MUSCATELL JR. PSM1149 R DATE