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HomeMy WebLinkAbout1211-1281 Perleta Ct�y — CITY OF SANFORD PERMIT APPLICATION �, � ,/ ) ,{��` Permit # : � Ol �GO�� { �jDate: w`�! /Dv�C'EIVED Job Address: -421(- /J9/ / / 'C -P -k A C6VAX-- e/J�i��rU MAY � � �oo� Description of Work: �Ac5 GC.!/ do 6 .�jCAPen�Pa_%%(, Historic District: Zoning: Value of Work: S 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 Cale. 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 #: Owners Name & Ad ]AM,I Contractor Name & P Phone & Fax:�� ))• Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: . (Attach Proof of Ownership & Legal Description) '�-le NfeS Phone: `7 tQ �Se_�ez i �/M�rr C 50-6 State License Number: �-y• x 6 19 u0 T 3d 3 —6 ff'6 Contact Person: / / ^'/ �1 Phone: 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. i 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 1 will notify the owner of the property of the requirements of Florida Lien Law7,-6 6 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name s Signature of Notary -State of Florida Date Wi�Ture of Notary -State ofiKorida ( I /Da �o%r' Marlette R Mos ley 1 I '�j� MY Commission DD19145$ Owner/Agent is _ Personally Known to Me or Co; A�iSRirW duitY*",r919p iy Known to Me or _Produced [D _ Produced ID lM r� ✓� AAA APPLICATION APPROVED BY: Bldg: Zon Utilities: FD: (Ini ial & Date) nitial Da ) (Initial & Date) (Initial & Date) Special Conditions: i0p MaU 04 05 O8s5Sa Ed 8enez Htum*num I-JU 6 I lZ)U,UUzi P. 1 POWER OF ATTORNEY NEY Date: -7 I hereby name and appoint - nne 1V 6im 4f , (�� I �t�nn l�� l i l'Y� I �J�Y to be my lawful attorney i'Eftsd- In fact to act for and reply to the p f l3ui4ding Depwtrrtetlt for a 1 heti �Y �-I' permit For work to be performed at a location described as: P It " 1 AD pelt' -1.60 GT Section 'township Range Subdi.zgiov Y LAl,V-v 1 lul l lt,�> — (Oi&mer of P►openly arcs Address) Lot - Black vu�dwd �,a - and to sign my name and do all things ncccssa y to �t!his appointmeaL \ Type or Print Name of Register or CCCrtificfi,�Conwtctor and Contractor's Lim= Number Signature of Register op rtif-ied Contractor n The foregoing instrumeat was acknawkdged beforc rrie thin -7 day of y 1m Sena Who is personally known to rwjwho produced As identification and who did not take oath. State of Florida Marlette R Mosley My Commission DD191465 t✓QUIlty of �.a add' Expires Jury 06, 2001 LlJ Seal NJ ' tY Public, tJratlge �Ounty ,Rothia SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES _ 3A.1.3) H t� SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST -` 7, 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) 7674774 FAX: (386) 767-6556 PAG NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE COPYRIGHT2W4 /1 1w_A I SECTION 3A ALTERNATE CONNECTION 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. INt 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 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 CALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-O" HEADER BEAM ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 00 (4) #10 x 1/2" S.M.S. EACH SIDE 1/4'x 2-1/4"CONCRETE OF POST ANCHORS WITHIN 6" OF EACH H -BAR OR GUSSET PLATE SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH 2" x 2" OR 2"x 3" OR 2" S.M.B. ANGLE AT 24" O.C. MAX. POST MIN. (4) #10 x 1/2" S.M.S. @ MIN. 3-1/2" SLAB 2500 PSI EACH POST CONC..6x6-10x10 W.W.M. OR FIBER MESH 0 1" x 2" EXTRUSION VAPOR BARRIER UNDER v ° ,�� 1-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3"= l' -O' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7674774 FAX: (386) 767-6556 PAGE ® COPYRIGHT 2004 3A.4 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 SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES 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. 1" MIN. 'IDE WALL HEADER ATTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" t.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 .,..1 TYPICAL & ALTERNATE CORNER DETAI SCALE: 3" = 1' .A. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT PA BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6668 PAGE © COPYRIGHT 2004 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 P 1-1/4" FENDER WASHERS PER CHAPTER 7 4'-0" PANEL ACROSS THE FRONT AND 24" O.G,,;>ALON•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 TYPICAL UPRIGHT DETAIL SCALE: 3'= l'-0" HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" 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 114" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENG/NEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.85x8 PAGE Q COPYRIGHT 2004 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 d A B SINGLE SPAN CANTILEVER UNIFORM LOAD t' Z A B C 2 SPAN UNIFORM LOAD L. A B 1 OR SINGLE SPAN UNIFORM LOAD Z Z Z A B C D UNIFORM LOAD 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 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (388) 7876558 PAGE I pp I(C) COPYRIGHT 2004 3A-8 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 Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms 120 MPH velocity; using d sa 13 #/SF 43 #/SF for Max. Cantilever) For 3 second wind grist at AluminuIlov 6063 T-6 "x 0:05 " 0.044" ' ' 1, bendin 'b' or deflectlon'd' Loa ax. Span ' ' I bendin 'b' or deflect d') Load Width (ft.)Max. Max. . ,pn Width (ft.) 2 Span '3 Span 4 Span Cantilever 1 & 2 Span 3 Span 4 Span Cantilever 5 5'-1" d 6'-3" d 6' 4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 5'-0". d 6'-3" d 6'4" d 1'-0" d 7 41-6" d 5'-7" d 5'-6" b 0'-11" d 4'-9" d 5'-11" d 5'-11" b 0'-11' d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d B 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 10 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'13" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.070" 3" x 2" x 0.045" Max. S a I 'L' 1 bendin 'b' or deflection'd Load Max. S an 'L' / bendin 'b' or deflectMax d' Load Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Width (ft.) 1 & 2 Span 3 Span 4 Span Cantilever 5 5' 8" d 7'-1" d 7'-2" d 1'-2' d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 613" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7 d 1'-2" d 7 5'-1" d 6-4" d 6-5" d 1'-0" d' 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2' b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11' d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d V-7" d 6-6" b 0'-11" d 10 5'-1' d 6'-3" d 6-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'7 d 5'-2" b 5'-0" b 0'-10" d 12 W-9" d 5'-11' d 5'-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Max. Spa 'L' / bending 'b' or deflection'd Load Max. Spa V/ (bond ng 'b' or do action V) Width (ft.)an 1& 2 Span 3 Span 4 Span Max. Cantilever Width (ft.) i & 2 Sp an 3 S p an 4 S Max. p Cantilever 5 T-1" d d 8'-9" b 1'-5" d 5 9'-2" d 11'4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1-4- d 6 8'-8' d 10'-7" b 10'-0" b 1'-9" d 7 6'-4" d 7'-8" b 7'-5" b 11-3" d 7 8'-2" . d 9'-9" b 9'-5" b d 8 6'-1" d 7'-2" b 6'-11" b 1'-2' d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2' d 9 7'-6" d 8'-8" b 8'4" b 1.'-6" d 10 5'-7" d 6'-5" b' 6'-2" b 1'-1' d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5' d 6'-1" b 5'-11' b 1'-1" d 11 6'-1 V b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 1 12 6'-8" b 7'-6" b 7'-3". b 1'13" 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368,.SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6658 PAGE Q COPYRIGHT 2004 3A-11 NOT TO BE REPRODUCED IN WHOLE 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 EXISTING TRUSS OR RAFTER ~' — @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD. ' WOOD SCREW (2) PER RAFTER OR TRUSS TAIL u'' #10 X 3/4" S.M.S. OR WOOD :::'o¢ SCREW SPACED @ 12" O.C. ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = l'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR. #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK FOR MASONRY USE ALL EXPOSED SCREW HEADS 1/4"x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" Z'" S.M.S. OR WOOD SCREWS @ "' . ... '•'•'•.. 12" O.C. �-- ROOF PANEL / ROOF PANEL TO WALL DETAIL LE: 3'= 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: 1100-1231 130 1 140150 #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: (388) 767.65ia8 PAGE A Q COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS 0 000CO .. ���o .: .....................:: 1.0 #0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3" = V-0" SECTION 7 TM ILEE'M Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 Pana1 Pioducb 1801 N.W. 64th Street TELEPHONE: (388) 767-4774 Ft. Lauderdale, FL 33309 FAX: (386) 767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-33 F SECTION 7 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 3" x 48" x 0.024" Panels (:oam Core E.P. Open Structures Screen Rooms Glass & Modular Rooms Overhang I Wind Mono -Sloped Roof & A ached Covers Enclosed Cantilever Region 1&2 �3 4 1&2 3 4 1&2 3 4 All span span sp span span span span span span Roofs 100 MPH 21'-4" 23'-10" 23'-0" 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" 1 13'-9" 15'4" 14'-10" 4'4" 130 MPH 18'-0" 1 20'-2" 1 19'-5" 15'-1" 17'-9" I 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'=4" 1 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 1 10'-8" 10'-4" T -11 - 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'-11" 24'-6" 23'-8" 1.6'-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" 22'-2" 21'-5" 14'-4" 16'-0" 15'=6" 4--0- 130 MPH 21'-2" 23'-7" 27-10» 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'-8" 4'-0" 150 MPH 14'-5" 16'-2" 15'-7", 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" 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 4 span span span Overhang! 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'-8" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4--0- 130 MPH 19'-9" 22'-1" 21'4" 17'-5" 191-6" 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" 4'4" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4"! 11'-4" 4'-0" A" . AR" . A wan- Dsnu le ;z- Cnrn F P C ei ncncity 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" 25'-6" 18'-7" 20'-9" 20'-1' 4--0- 120 MPH 25'-8" 28'-9" 27'-9" 21'-11" 24'-7' 23'-9' 15'-10" 19'-1" 18'-5" 4--0- 123 MPH 24'-8' 2T-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'-5" 21'-8" 14'-7" 17'-5" 15'-9" 4'-0- 140 MPH 15'-7" 17'-5' 16'-10" 15'-7" 17'-5" 16'-10" 13'-8" 15'-3" 14'-9" 4--0- 1150 MPH 15'-7" 17'-5" 16'-10" 15'-7" 17'5" 16'-10" 12'-8" 14'-2" 13'-9" 4'-0" Note: Total roof panel width = room width + wall width + 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 ovemang ■® n Elite Aluminum Corporation PenalProduUs 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2004 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. /57 AS RECORDED IN PLAT BOOK TRACT A (COMMON AREA) G O � V tx n� I- J oc/�� i 4111 1 u7 0'('11 I.,J fL N89'34'57'W' -1 �. ..> �j 's2o 9PC o CJ OT '%Pa PLOT PLAN DESCRIPTION: (AS FURNISHED) LOTS 121-128, REGENCY OAKS UNIT ONE PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (UNRECORDED) Pl�cn$ 2 `� � �� �,� a��� // `•` lei � � -1 �- �" � �t'l�/E"11`�" e 1 / 6n 9 p 1'• = 30• GRAPH SCALE 0 15 30 o, id V Js 0 co (51 10 aD• F, LF ,1 .y 60' s �� 0. o y �0S��ipO ° \\ rF 10 /8 ss� yP( (� i�Q/n F �F �A o _ / LEGEND 8 — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH TRACT B N STORMWATER MANAGEMENT AREA (COMMON AREA) 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. DETAIL_ B 13UII-DING SETBACKS FRONT: 5' REAR: .5' SIDE: � PREPARED FOR: PUL`IE HOMES 1. EI_EVA TIONS SHOWN ARE PER ENGINEERING PIANS 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. 12.0294 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 NORTHEASTERLY LINE OF LOTS 121-128 BEING 541'15'22"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM51587 DRAWN BY: PLOT PLAN 12-1-05 RAB h S9 a 0 4 ° r0P': 19 'Fo 9 4P�eo OT •9o�"0- o.� AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 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 WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. ( 121,1105 -FOR THE FIRM JAMES JAY JILES PSM #4997 DATE LEGEND — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY — — CENTERLINE POL POINT 01\1 LINE — — — RIGHT OF WAY LINE PCC POINT OF C'OMPOUHD CURVATURE PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT D DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH P PRUFE'SSIOIIIAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARmIG LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR - PI DENOTES POINT OF INTERSECTION FIRM PEP,MAPdENT REFEREI'ICE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMAPIENT CONTROL POINT PT DENOTES POINT OF TANGENCY (P) PER PLAT TYP TYPICAL (M) MEASURED A/C AIR CONDITIONER (CALL) CALCULATED CBW COFICRETE BLOCK WALL END FOUND RP RADIUS POINT C/W CONCRETE WALK R CS RADIUS CONCRETE SLAB CP CP TE PAD OHCR T (PLAT C CHC )RD LENGTH PB PLAT 8001( B R W / RIGHT—OF—WAY ' PCS PAGES ORB OFFICIAL RECORDS BOOK IJO NATURAL GRADE UP UTILITY PAD S(.�, FT. SIJUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 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 WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. ( 121,1105 -FOR THE FIRM JAMES JAY JILES PSM #4997 DATE