Loading...
HomeMy WebLinkAbout2111-2181 Stockton DrPermit #:-0(10 Job Address: I// I Description of Work: Historic District: Zoning: CITY OF SANFORD PEkMIT APPLICATION Value of Work: Date: �� ��� RECEIVED MAY 2 3 2006 %O 455' 6 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 Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel ii: (Attach Proof of Ownership & Legal Description) Owner Name & Address: me Contractor Name & Address: 5 Phone & Fax: 'ba I r1 I Vn- ))- Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: M1 OE- 1&nd� Phone: i - O *? - /6 )rr State Lice-nesse^ rlNumber: 5-t, K) t/V 6J % 1 0 Contact Person ��% ! 6! Phone: 2P3'(�� Phone: Address: 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 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 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 bgencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date' Print Owner/Agent's Name Print Fontract /Agen 's N e Signature of Notary -State of Florida Dale Srgnato tyry.Staeeao 09gri-da Date -- jbV • MMy Commission DD191453 Owner/Agent is _ Persona _ Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: a„ Expires July 06, 2007 Personal Known to Me or Contractor/Agent is Pgna . Cn n to Me or j/Producceed ID i .� 0�OtiIities: FD: (Initial & Date) (Initial Date) (Initial & Date) (Initial & Date) Mab 04 06 08:58a Ed 5ene? H i um+ num I Jub-r «uuts�j P : 1 POWER OF ATTORNEY Date: mlt. 1-7,200& I hereby name and appoint -fit nL—C- I W Of ed e JC �L Alum', mtrn to be my lawful attorney Iri fact to act for = aid apply to the Building Depm went for avcfeen cZpf M T - permit For work to be performed at a location described as: 2111 �� 9j &�ud ' "' Dr Section Township j Range r — Lot j �Block pu C,Q 5c Subdi�'3ioz Orlando UeOl (Owner of Property and ;Address) and to sign my name and do all things necessary to this appointment. \, Type or Print Name of Register or Certified Contractor and Contcactor's Ucense Number . Signature of RegiM pr<zrtifiod Contractor n n Of The foregoing instrument was acknowledged beforc ince this -A-7 day of y ea mo 1d sefiQ2 - Who is personally known to me/who produced �O As identification and who did not take oath. State of Florida 'Memo R m0way * d6trinyWIM DDI 91455 € IM July O, 2007 Seat SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H' SECTION 3A 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 PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) _ HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004I I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A ALTERNATE CONNECTION DETAIL 1"x 2" WITH (3) #10 x 1-1/2' S.M.S. INTO SCREW BOSS (2) #10 x 1 112" S. M. S. INf SCREW BOSS 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. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCR5TE SCREEN, ACRYLIC & VINYL ROOMS BEAM / HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" 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 c11 ®® HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (336)7674T74 FAX: (386) 7678568 PAGE COPYRIGHT 2004 3A-4 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E- BENNETT, P.E. SECTION 3A 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. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. -HROUGH SPLINE GROOVES 1" MIN. TYPICAL & ALTERNATE CORNER DET SCALE: 3"= 1'_w Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (388) 767-6666 )IDE WALL HEADER ATTACHED TO 1"x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. SIDE WALL GIRT ATTACHED 1 " 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 CONCRETE W/ 1/4"x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE .A PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLT$ W/ 7 RISER PANELS ATTACHED F 1-1/4" FENDER WASHER5 PER CHAPTER 7 4'-0" PANEL ACROSS, THE FRONT AND 24" O.C-ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 787.4774 FAX: (386) 767.8556 PAGE © COPYRIGHT 2004 3A - NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD Z � A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l l A B C A 2 SPAN UNIFORM LOAD UNIFORM LOAD Z A B UNIFORM LOAD l l B C D 3 SPAN A B C u t 4 SPAN NOTES: 1) l = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7874774 FAX: - (388) 787-6.5.8 PAGE Q COPYRIGHT 2004 3A-8 KOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Lawrence E. Bennett, P.E. FL # 166.44 CIVIL Ebll;lNEER. DEVELOpMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA" F1.32121 TELEPHONE: (386) 7614774 FAX: (388) 767.6558 PAGE ® COPYRIGHT 2004 3 A-24 NOT TO WE REPRODUCED IN Wt10lE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Upright Heights, Chair Rail Spans or Header Spans Table 3A.2.1 Allowable for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 using design load of 11 #ISF For 3 second wind gust at 110 MPH velocity; Width 'W' a Purlin Spacing "w' I� Tributary Load 3'-6" 4,-0" 4'-6" S.-0" W.W. 6.-0.. 6.-0.. Sections 3'-0" Height 'H' / bending'b' or deflection 'd' Allowable b 7' 8" b 7'1S" b 6'-11" b __FF_b 6'-5" ' -2" b 5'-11" b 2" x 2" x 0.044" Hollow 9'-0" b 8'-9' b 8'-2' 8'-11" b 8'-5" 7'-11" b 7'-7" b 7'-3" b 6'-11" Tb '-9" b 6' 6" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b .b b 8'-9" b 8'-4" b 7'- b 7'-8" '-5" b 7'-2" b 3"'x 2" x 0.045" Hollow 11'-3" b -TZ --9- 10'-5" b 9'-9' b9'-3" 10'-11' b 10'-5" b 9'-11" b 6" 9' 6" b 9'-2" b 8'-10" b ' 6" b 8' -6- 3" x 2" x 0.070" Hollow 1 Z'-9' d 12'-2' d 11'-7" d b 9'-10" b 9'-5" b 8'-11" b 8' 8" b 8' 4' b 8'-1' b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5' 13'x" b 12'-7' b 12'-0" b 11'-6" b 1--l1 b 10'-8" b 10'-3" b 2" x 4- x 0.050" Hollow 16'-3' b 15'-1" b 14'-1" b b 14'-9" b 14'-1" b 13'-6" b 12'-11." b 12'-6"b 12' 1" b 2' x a" x o.oas" �S.M�. 19'-1' b 17' 8" b i s' s" b 15'-7" 20'-5" b 19'-3" b 18'-3" b 17'-0" b 16'-8" b 16'-0" b 15'-5" b 1a'-11- b 2" x 5" x 0.050" . 23'-7' b 21'-10' b 22'-7' b 21'-3" b 20'-2" b 19'-3" b 18'-5" b. 17'-9" b 17'-1" b 16'-0' b 2" x 6" x 0.050" S-M.B. 26'-1' b 24'-2" b 9'-2" b 8'-8' b 8'-3" b 7'-11" b 7'-7" b 7'-4"�b72" 2" x 2" x 0.044" Sna 11'-3' b 10'-5" b 9'-9" b 12'-5' b 11'-9" b 11' 2" b 10'-7" b '10'-2" b 9'-9" b 9'-5""x4" x 3" x 0.045" Sna 14' 4" b 13'jt" b 15'-0" b 14'4" b 13'-7' b 12'-11" b 12'-5" b 11'-11" b 11' 6 x 0.045" Sna 17'-7' b 16-3" b using design load of 13 #/SF For 3 second wind gust at 120 MPH velocity; Tributa Lo d 'W' a Purlin Spacing_ 3'-0" 3 - 6' 4'-0" 4'-8' -06' S'-0" \ 5," 6'-0.' Sections Allowable Hel t 'H' 1 ben n 'b' or deflection 8'-0" b 7' -0" b 7'-1" b 6 �' b 6'-5"" 2" x 2" x 0.044" Hollow 8'-8" b 7'-9" b 6'- �" b 61-8" b b 61-2- b 5'-1-01" b 2" x 2" x 0.055" Hollow 9'-5" b8'-9" b 8'-2' b b 8'-0' b 71-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" z 2" x 0.045" Hollow 10'-5' b 9'-7' b 8'-11" b 8' 6' 9'-7" b 9'-2 " b 8'-9" b 8'-5' b 8'-1' b 7'-10" b 3"'x 2" x 0.070" Hollow 12'-1" d 117-5" b -b 10'8" - b 10'-1" b 9'-11" b 9' 6" b 9'-1" b 8'-9" b 8'-5" b 8'-2' b 2" x 3" x 0.045" Hollow 12-10' b ll' -717 11'-2' b 10'-6" b 12'-11 ` b 12'-2' b 11'-7" b 11'-0" b 10'-7' b 10'-2" b 9'-9" b 9' b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 15'-2" b 14'-4' b 13'-7' b 12'-11" b 12'-5" b 11'-11" b 11' 6" b -1 11' 1' b 2" x 4" x 0.046" S.M.B. 177-6' 17-1=6-3--b b 18'-9' b 17'-9' b 16'-10" b 16'-0' b 164' b 14'-9" b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. 21'-8' b 20'-1' 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 6" x 0.050" S.M.B. 23-11" b 22'-2 b 8'-11" b 8'-5" b 7'-11" b 7'-7' b 7'-4" b T-0" b 6'-9' b 6'-8' b 2" x 2" x 0.044" Sna 10'-4" b 13'-3' b 9'-7' 12'-0' b 117x" b 10'-9" b 10'-0" b 1 9'-9" b 1 91-4" b 8'-11" b 81-8' b 81-4' b 2" x 3" x 0.045" Sna i 6'-2' b 14'-11" b 14'-0" b 13'-2" b -0 12'" b 11'-11" b 11'-5" bi 2" x 4" x 0.045" Sna Notes: length knee brace. Add horizontal distance from upright to center of brace to beam connection -to th e 1. Above spans do not Include of above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166.44 CIVIL Ebll;lNEER. DEVELOpMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA" F1.32121 TELEPHONE: (386) 7614774 FAX: (388) 767.6558 PAGE ® COPYRIGHT 2004 3 A-24 NOT TO WE REPRODUCED IN Wt10lE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED El @ 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR W04D. WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 00 . ...... ¢ uI #10 X 3/4" S.M.S. OR WOOD �_ SCREW SPACED @ 12" O.C. ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR. OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 17-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" =1'-0" 3'= V-0" EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL 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 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 1606 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: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368,.SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.65.6 PAGE © COPYRIGHT 2004 74 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS I SECTION 7 MANUFACTURERS PROPRIETARY PRODUCTS SCALE: 3" = V-0" EEM Tj Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 PanelP�oduda s 1801 N.W. 64th Street TELEPHONE: (386) 767.4774 Ft. Lauderdale, FL 33309 FAX: (386) 767.6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT2DO4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. 7-33 Nf- -tar, jG ` C)61( PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 7-14, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 0 BUILDING POSITIONED PER CLIENTS INSTRUCTIONS ------- TRACT A y\ COMMON AREA ncc m� o ,1 1 1 b p O W I 78.00' o Ln NO V o N89'51'00"E 1 _00'.O 1 Ift POL ED 10, — RIGHT OF WAY LINE x PCC O O A �..�.,.., - z 0 I 31.92' ;u I Z m 17.3' nrn O Fn o 42.7' O O r 7 o 0 A cD 8�r ( O << O O O OA I DENOTES POINT OF INTERSECTION D Z PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE Dm < PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY <O .•5' 17.3' my O 0 A N O I n � MEASURED A/C m m .Z7 m CALCULATED CBW CONCRETE BLOCK WALL ' 42.7' m C _ FOUND RP RADIUS POINT po z 0 o cy) j m ul J 0100 CP fl CHORD LENGTH BUILDING POSITIONED PER CLIENTS INSTRUCTIONS ------- TRACT A 46.7'ZO COMMON AREA ncc m� o D� .5--.-,..... ,11.3 o z� 78.00' o CENTERLINE POB N89'51'00"E 1 BUILDING SETBACKS FRONT: 5' REAR: 5' SIDE: 5' 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES • ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY _ I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I ON THE SOUTH LINE OF LOTS 7-14 l BEING S89'51'00"W, PER PLAT. (FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM53144 DRAWN BY: REVISED: REVISE DRIVE 4-13-06 DLC PLOT PLAN 3-08-06 DLC 0' ;'�'" P' 46.7'ZO X, •o: D� .5--.-,..... ,11.3 < z D N a — CENTERLINE POB POINT ON BOUNDARY =du POL 68.00' 10, — RIGHT OF WAY LINE x PCC O O A �..�.,.., - z 0 60.0' m ;u 'm 111, f0 m 17.3' nrn UP Fn o 42.7' y. .'.: v' 1:•i 1: O r 7 PSM 17.3'Zo O� IATA LB LICENSED BUSINESS PC << z O. LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION 60.0' z ;u o PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) .•5' 17.3' my O 0 A N O I (M) MEASURED A/C AIR CONDITIONER m .Z7 m CALCULATED CBW CONCRETE BLOCK WALL ' 42.7' m C _ FOUND RP RADIUS POINT Z \ RADIUS z D z8 17.3'Zo _tom Orn a, SIDEWALK CS CONCRETE SLAB CP 60.0' c n m CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB 17.3' o z rn c NATURAL GRADE UP SQUARE FEET UTILITY PAD m z 42.7 O in O 17.3':.Z CO• z 0 D Z _ 08 .�, MAY AFFECT THE TITLE OR USE OF THE LAND 0 60.0' LOCATED EXCEPT AS SHOWN. m 0 1- ' 0 r- 11.3' D N w rA o -C A Z m O AND AUTHENTICATED ELECTRONIC SEAL. w 48.7' o J O I S89'51'00"W(TYP.) 78.00' LOT 6 BUILDING SETBACKS FRONT: 5' REAR: 5' SIDE: 5' 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES • ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY _ I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I ON THE SOUTH LINE OF LOTS 7-14 l BEING S89'51'00"W, PER PLAT. (FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM53144 DRAWN BY: REVISED: REVISE DRIVE 4-13-06 DLC PLOT PLAN 3-08-06 DLC 0' ;'�'" r— O (n X, •o: -1 -+ O O U1 0 ;;u iD 8.0': — — CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE O; ;'o< — RIGHT OF WAY LINE x PCC O 'D PROPOSED ELEVATION POC POINT ON CURVE OR 'm 111, f0 FPI PLANNED DEVELOPMENT UP CONCRETE A DENOTES DELTA ANGLE f 1 1"=30' GRAPHIC SCALE 0 15 30 AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 FOR THE FIRM JAMES JAY JILES PSM #4997 DATE PREPARED FOR: LEGEND PULTE HOMES — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE - — — RIGHT OF WAY LINE x PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C. B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALC) CALCULATED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK R RADIUS S/VAI SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG SQ. FT. NATURAL GRADE UP SQUARE FEET UTILITY PAD 1. 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 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 FOR THE FIRM JAMES JAY JILES PSM #4997 DATE