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HomeMy WebLinkAbout1110-1180 Peleta CtCITY OF SANFORD PERMIT APPLICATION Permit # : �IIN Job Address: /// Description of Work: y o, 1 I u1i Historic District: Zoning: Value of Work: $ /,6—" t 41,d 4 0 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 #: (Attach Proof of Ownership & Legal Description) Owners Na fm�e & Address: �- Oe Contractor Name & Address: (;t CJ 3ely7— Phone & FaJ U )- Bonding Company: _ Address: Mortgage Lender: _ Address: Architect/Engineer: _ Address: '^ )6AZ-r7-0CU State�— License Number: Qiff Contact Persow lx I ()/ / /y I - ?f75-leol X a 6.5-q[yp Phone: `7 0 7' --- V3d- 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 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 agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen f Florida Lien Law, FS Signature of Owner/Agent Date Si pature of ontractor/Agent Date �:0 5Mr2_ Print Owner/Agent's Name Signature of Notary -State of Florida Date rida ��a� MY Commission DDI 91455 v or Ke Expires July 06, 2007 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Pe II r Cno n to Me or _ Produced ID Produced ID APPLICATION APPROVED BY: Bldg: ZoUtilities: FD: n (Initial & Date) (Initia & (ate) (Initial & Date) (Initial &Date) Special Conditions: 1 Matj 04 06 08:59a Ed 5enez N 1 uminum 1 J8b-!-/�UUt39 POWER C3)I+ATTORNEY Date: 17 v"C)(-o I hereby name and appoint Of to be my lawful attorney hi fact to act for .ne and apply to the 13uilding Department for a � pe Ink For work to be performed at a location descnbcd as_ �) ID " I 190 Section township Range Lot Block Subdivision c>meS - LRo v vw1a.nd Rd boo - 0 rl ando 3ZW l (01&mef of Property :incl Address) and to sigh my name and do all things ncccssary to this appointment. 0 i�61LtC;N Type or Fria Name of lee inter or Certifl�Contractor and Contractor's Uccr= Numbcr Signature of Register or &rtified Contractor Th(: foregoing instnx nczit was acknowledged beforc me this 17 day cf A*— of2o Who is personally kaown to �/who produced ,L) As identification and who did not tales oath. State of Florida P- Marietta R Mosley My Commission DD191455 C0U11ty of vv` ' ' �+ �'� �a n� Expires July 06, 2007 Seal Notary Public, Orange County, Florida 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 HOST STRUCTURE OR FOURTH WALL FRAME �- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) 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 Q COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A 1 SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION BEAM / HEADER DETAIL 1"x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 11/2" S. M. S. INf ANGLE CLIPS MAY BE SCREW BOSS SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN MIN. (3) #10 x 1 1/2" S.M.S. 6" OF EACH SIDE OF EACH INTO SCREW BOSS POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI 1" x 2" EXTRUSION CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONC ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = l' -O" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH r 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 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" =1'-O" 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) 767568 PAGE COPYRIGHTREPRZ004 3A.4 NOT TO BE ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A EDGE BEAM "'k 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 �- -......... _ SCALE: 3" = 1'. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4714 FAX: (386) 7678W8 )IDE WALL HEADER ATTACHED TO 1"x 2" OPEN !ACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. ;IDE 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 DETAIL�, , A. PAGE Q COPYRIGHT2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4)1/4" x 4" LAG BOLT$ W/RISER PANELS ATTACHED PER 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.G�LON,G 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 t o 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 214368, SOUTH DAYTONA, FL 32121, TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l Iz A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l l A B C A 2 SPAN UNIFORM LOAD UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD l l B C D 3 SPAN A B C D E 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: (386) 767-4774 FAX- (386) 767-66M PAGE Q COPYRtOHT2004 3A-8 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 Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 110 MPH velocity; using design load of 11 #/SF For 3 second wind gust at Trlbutary Load Width'W' Purlin Spacing �4'-0" 4',.6.' 3'-0" T-6" Sections Allowable Height 'H' / bending'b' or deflectlon'd' b 8'-9" b 8'-2' b T 8" b T 4' b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11' b 2" x 2" x 0.044" Hollow 9'-0" 8'-11" b 8'-5" b T-11" b T-7" ` b T-3" b 6'-11" b 6'-9" b 6' 6" b 2''x 2" x 0.055 Hollow 10'-3" b 9' 6". b s'-3" b 8'-9" b 8' 4" 6 T-11" b T-8" - b T-5" b T-2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b d s' -s" b 11'-7" d 10'-11' b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8' 6" b 3" x 2" x 0.070" Hollow 12-9" d 12'-2' b 10'-5' b 9'-1" 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" 14'-1' b 13'-0" b b 12'-72' 10" 0" b 11'-6" b 1 1'-0" b 10'-8" b 10 3" b ' 2" x 4" x 0.050" Hollow 16'-3" b 15'-1' b —178- —76-7-W—b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 4" x 0.046" S.M.B., 19'-1" b b b 20'-5" b 19'-3' b 18'-3" b 175" b 16'-8" b 10'-0" b 15'-5" b 14'-11" b 2" x 5" x 0.050" S.M.B. 23'-T b 21'-10' 24'-2" b 22'-T b 21'5" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17 b 16'-0' b 2" x 6" x 0.050" S.M.B. 26'-1" b b 9'-2" b -8'-8" b 8'-3" b 7'-11" b 7'-7" b T-4" b T-1" b 2" x 2" x 0.044" Sna 11'-3" b 10'-5" b IT b 9'-9" 12'-5' b 11'-9", b 11'-2' b 10'-7" b 10'-2" b 9'-9' b b g'-1-1 b 2" x 3" x 0.045" Snap14'-4" b -4- b 15'-0" 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 0.045" Sna 1T -T b 16'-3' SF 120 MPH velocity; using design load of 13 #1a For 3 second wind gust at Lo `d 'W' = Purlin S acin Sections T-0" 3'-6" Tributa 4'-0" 4'-6" 5'-0" 5'-g" 6'-0" 6'-6" 7,-0 7�-0" - Allowable Hei t 'H' I be n 'b' or deflection'd' 8'-8" b 8'-0" b 7' 6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b T-11" b 5'-8" b 6'-2" b 5'-6" b " b 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 7'-9" b 6'-11" b T-8" b 6'-8" b 7'-4" b 6'-5" b T-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' b 8'-0" b 9'-2" b 8'-9" b 8'-5' b 8'-1" b T-10" b -10 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b b W-1" b 8'-9" b 8'-5" b 8'-2' b 2"x 3" x 0.045" Hollow 12'-10' b 11'-11" b 11'-2" b 10' 6" b 12'-11" b 12'-2" b 9'-11" b 11'-7" b 9'-6' 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.050" Hollow 14'-11" b 17'5" b 13'-10" b 16'-3' b 15'-2" b 14'-4' b 13 7'-" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 4" x 0.046" 7;—x —5-x 0.050" S.M.B. S-M.B. 21'-8" b 20'-1" b 18'-9" b —77-9" 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 1T-9' b 16-11" b 16'-3" b 15'-8" b 15'-2" b b 2" x 2" x 0.044" Snap 10'x" b 9'-T b 8'-11" b 8'5' b 7'-11" b 7'-T b T-4" b 9'-4" b T-0" b 8'-11" b 6'-9' b 8'-8" b 6'-6" 8'-4' b 2" x 3" x 0.045" Snap 13'-3' b 12'5- b- 11'5" b 10'-9" b 14'-0" b: 13'-2' b 10'5" b 12'5" b 9'-9", b 11'-11" b 11'5' b 10'-11" b 10'-7" b 2" x 4" x 0.045" Snap16'-2" b 14'-11" 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. FL # 166.44 CIVIL ENOINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7674774 FAX: (388) 767-6656 PAOE 0 COPYRIGHT 2004 3A-24 NOT %O BE FLEPiiODUCED IN WHOLE OR tN 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 EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR W040L WOOD SCREW.(2) PER �F RAFTER OR TRUSS TAIL Ill' #10 X 3/4"S. M.S. OR WOOD Q' SCREW SPACED @ 12" O.C. ... ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR. OTHER CONSTRUCTION FOR MASONRY USE I. 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" =1'-0" #8 x 1/2" S.M.S. SPACED _----�/ Q 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL 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 130 140 150 #8 1 #10 #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) 767.668 PAGE Q COPYRIGHT 2064 7-4 1 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 1.0 #Qfl0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = V-0" ` n Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 PanelPmduds 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 Q COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7'33 SECTION 7 I SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density J A YO A V.VLY rai.a Open Structures , Wind Mono -Sloped Roof Region 1&2 , 3 4 span span sp Screen Rooms & A ached Covers _ ; 1&2 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 23'-10" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10' 4'-0" 120 MP 20' 4" 22'-9" 21'-11" - 19' 5" 18'-10" 12'-6" 13'-11" 13' 6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 19'-10" 18'-11" 18'-3" 11'-8" 16'-0" 15'-8" 4--0- 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12`4" 13'-9" 13'-3" 12 4" 13'-9" 13'-3"10'-3- 12'-8" 11'-0" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 1 13'-3" 12'-4" 13'-9" 13'-3" 9' 6" 10'-8" 10'-4" 1 T-11" J A 7V A V open Structures Wind Mono -Sloped Roof Region 1&2 3 4 span span I span screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 1 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'-11" 24'-6" 23'-8" 16-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 1 22'-2" 21'-5" 14'4" 16'-0" 15'-8" 4--0- 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'4" 4'-0" 150 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" ...., .o1.., n neA.. o... 1. c..e.,, P— F P C !f1 nan¢Itu Wind Region Open Structures Mon o -Sloped Roof 1&2 3 1 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 1 4 span span span Overhang I Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-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" 19'-1" 21'-4" 20'-7" 13'-9" 15'-4" 14'-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" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0- 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4"~ 11'4" 1 4'4" A" Y 48" Y n_n3n" Panals Fnam Core F -P -S- 91 Dansltv Wind Region Open Structures Mon o -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 26'-11" '30'-1" 29'-1" 25'-8" 28'-9" 27'-9" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-8" 26'-5" 26-6" 18'-7" 20'-9" 20'-1" 4--0- 120 MPH 25'-8" 28'-9" 2T-9" 21'-11" 24'-7" 23'-9" 15'-10" 19'-1" 18'-5" 4'-0" .. 123 MPH 24'-8" 27'-7" 26'-8" 21'-4' 23'-11" 23'-1" 15'-5' 18'-6" 17'-11" 4'-0" 130 MPH 22'-9" 25'-5" 24'-7" 20'-1" 22'-0" 21'-8" 14'-7" 17'-5" 15'-9" 4--0- 140 MPH 15'-7" 17'-5" 16'-10" 15'-T 17'-5" 16'-10" 13'-8" 15'-3", 14'-9" 4'-0- 150 MPH 15'-7" 17'-0" 16'-10- 15'-7" 17'-5" 16'-10" . 12'-8" 14'-2" 13'-9" 4'-0" Note: I otal root panel wldtn = room wldtn + wall WIdtn + Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 787-4TT4 FAX: (386) 767.6556 ovemang n -_I� Elite Aluminum Corporation anal Products ;N 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 © COPYRIGHT2004 :7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. �te PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 129-136, REGENCY OAKS UNIT ONE AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (UNRECORDED) NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. \ q r10 2 Oyyo��q G ,yh• ,�O �S�y 6�9J /� (A S• 9 / Gp OF O0, 0 15 30 // ! O .i•. 6� KO V 0;.: 5...,..,,,_.•'60 .O OA Vc h o l, � moi: Opp .�O:r •50 ?'.:'0 6• giPO lb �O ..S SPP 1 �h. 5• Q� � n? 6.y S O• 49 \ 0 GP ,6•y ���+ �� ' . O O• OJ q� \ \� tiT 04,,yq \ C OT X04,\.O \ . G p 9�F S DETAIL B `\ BUILDING SETBACKS FRONT: 5' REAR: 5' SIDE: 5' — — — PREPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. HIS 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 F.E.M.A. AGENT FOR VERIFICATION.. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOTS 129-136 BEING 548'44'38"W. PER PLAT. (FIELD DATE:) (REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM51588 DRAWN BY: PLOT PLAN 12-01-05 DLC LEGEND BUILDING SETBACK LINE MLW CENTERLINE POB POL RIGHT OF WAY LINE PCC X PROPOSED ELEVATION POC OR -�— PROPOSED DRAINAGE FLOW PD CONCRETE L PSM PROFESSIONAL SURVEYOR & MAPPER C.B. LB LICENSED BUSINESS PC LS LICENSED SURVEYOR PI PRM PERMANENT REFERENCE MONUMENT PRC PCP PERMANENT CONTROL POINT PT (P) PER PLAT TYP (M) MEASURED A/C (CALC) CALCULATED CBW FND FOUND RP C/W CONCRETE WALK R S/W SIDEWALK CS CP CONCRETE PAD C PB PLAT BOOK R/W PGS PAGES ORB NG NATURAL GRADE UP SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT–OF–WAY _ OFFICIAL RECORDS BOOK 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 VALID WTHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FOR THE FIRM JAMES JAY JILES PSM #4997 DATE