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HomeMy WebLinkAbout122 Royalty Cir (3)Permit # : Job Address: I/ron 0 Description of Work: <=J - Historic District: A/0 CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: "'ECEIVED SEP 0 2 2005 —5-40 7/ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPSAddition/Alteration Change of Service Temporary Pole Mechanical: Residential W----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 Name & Address:to TL�/f e2!,fA *1 u (:;I C�000i.4/ `J /� <='S�Y"n"✓,•_G� Phone: 3Xa y4/45 Contractor Name & Addresg: I c —1 I� IeVtti p State Licensse'NNumber: Phone & Fax: Contact Person: /+ ]�J {� <4 f,0�✓ Phone:_-�yS TS Bonding Company: Address: Mortgage Lender: ^r A Address: r� Architect/Engineer: Ce{ W!2/J CA-- 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 PAY 17,16 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 req c 0. CU 9-1$-�� Signature of Owner/Agent Date "I(M R� I-0� E- A 1-D R Print Oy✓ner/A tint's Name ry TI EIF Signatur ofl$l<aFR PAfIi1�SlON # DD 058631 to q�pI�O' EXPIRES: November 1. 200-5 '1:6M3&NOTAP FL Notary Service & Bonding, Inc. OwnwAg'ent is --hPersonally Known to Me or Pi:odued ID, f7l APPLICATION APPROVED BY: Bldg: � � Zoning: (Initial & Date) Special Conditions: Law, FS 713. 171 s Signature of N lordda 'Date, wr.,; ' DEBBIE BLANTON tP)' (;f iNcIS ,ION # DD 188491 Contractor/A nt is'��K✓Personally Kndcvptt�oaQjJJ'W2007 Produce ILt'800-3-NCT;.:4�,y (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) PLAT OF BOUNDARY SURVEY for. MARONDA HOMES. INC. DESCRIPTION: LOT 16 CROWN COLONY 5UL30IVI31ON RECORDED IN PLAT BOOK (1 01 PAGES) .7 & 7W U 713 PUBLIC RECORDS OF 5EMINOLE COUNTY. FLORIDA M1� LOT 39 ' NEW UP5ALA PLAT BOOK 1. PAGE G7 �� �G CORNER NOT �� I� CO FOUND 50001 114GNE GO.00' j F 5' F. Ln \`�FSSf 20' D.E. — �F o 04, Ara p — — — — — — — — cOR'�F �N i,: a9 rGG� LG3 oliy�T4 Ie F 171 .::r' frf D SS ID,DI' LOT 17 LOT 15 n1 °' Gorl/GT�T N Ln OF2281ct: 61 Ln In mol% ® to Ln 0 co 3' -3 .V ro M 9.19, 1 10). 32' SPA vt/4A i'l�/6%E • in E — — — — — - N — `Q la U.E. P.C. C 1 34609q'40 4.04' E 4 0 50000 9 02 aE R=130.00' L,= 1 1°31'14° �^ ° N I In ARC=26.14' CH.=26.10' CH.BRG. _ WOYALTY CIRCLE 505054'390E ,��"�� t CLP.c. FDUNO 500°09'02'E DISK NO. LS 3144 NOTES. FL000 CERTIFlCAT)ON 1. BEARINGS ARE BASED ON THE CENTERLINE BASED ON THE FEDERAL EMERGENCY OF ROYAL CIRCLE BEING SOO'09'02 E. MANAGEMENT AGENCY FLOOD INSURANCE Z. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS RATE MAP, THE STRUCTURE AND FOOTERS HAVE NOT BEEN LOCATED. CERTIFFED TO: SHOWN HEREON DOES NOT LIE WITHIN 3. ELEVATIONS ARE BASED ON NATIONAL GEODETICTHE 100 YEAR FLOOD HAZARD AREA. Timothy A. Zenkel THIS STRUCTURE LIES IN ZONE • X '. VERTICAL DATUM OF 1929. 4. BUILDING TIES ARE TO FOUNDATION. MFC Mortgage Inc. Of Florida COMMUNITY PANEL NO. 120289 0045 E 5. BUILDING 17ES ARE NOT TO BE USED CONSTRUCT DED PLATTED LINES. TO Kampf Title & Guaranty Cor EFFECTIVE DATE: APRIL 17, 1995 YCorp.OR MAP REVISION. DATE: 6. BEARINGS AND DISTANCES SHOWN HEREON AREAdnoram Title Company,Inc. (SUBJECT TO CHANGE) MEASURED AND PER RECORDED PLAT UNLESS - OTHERWISE NOTED. Chicago Title Insurance Co. THE UNDERSIGNED AND CAVONE,INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES. AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION ABBREVIA RONS/LEGEND. Q FOUND 1 1/4' IRON PIPE (LS 2005) ® FOUND l7!!9e o.:LSZGTa5O FOUND IRON PIPE ❑ FOUND CONCRETE MONUMENT NO. -NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMENT FE:-FEi✓LEEASEIV&kIr R. -RADIUS P.1. -POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CH. -CHORD P.0 -POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT ARC -ARC LENGTH L.B.-LICENSED BUSINESS CH.BRa-CHORD BEARING S.&U.E.-SIDEWALK & UTILITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY & C CENTERLINE A/C -AIR CONDITIONER PAD p DELTA (CENTRAL ANGLE) D.&U.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT LAND SURVEYORS AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOD. FLORIDA 32 750-5 49 9 TELEPHONE (407) 830-9080 FAX No. (407) 339-3636 THIS SURVEY NOT VALID UNLESS EMBOSSED WITH THE SIGNATURE AND RAISED SEAL OF A FLOA91DA LICENSED SURVEISP AND MAPPER DOMINICK F. CAVONE - PRESIDENT FLORIDA SURVEYOR & MAPPER NUMBER 2005 LICENSED BUSINESS. NUMBER 5073 W.O. STAKE LOTZCO3"TI" W.O. STAKE HOUSEZOd3"T W.O. FORM CHECK— W.O. FOUNDATIONZ00-3'3z W.O. FINAL : a -a-1 -lG W.O. RECERT DA blAxt LUi LOT by NEIL CADD FILE: CROWNCOL 16.0 WG RECERTIFIED FINAL LOCATION j FOUNDATION LOCATION 3 10-2003 FORMBOARD LOCATION STAKE HOUSE )o Z blAxt LUi LOT by NEIL CADD FILE: CROWNCOL 16.0 WG 14 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) ALUMINUM ROOF PER SI RIDGE BEAM (SEE TABLES 3A.1.4) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST �HtSST 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 I PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 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"= l'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 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 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 © 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 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 )IDE WALL HEADER ATTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED T ' x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO "ONCRETE W/ 1/4" Xe- -1 IA -1 ONCRETE / MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER 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) 767-4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING FASCIA OOF PANEL TO FASCIA DETA SCALE: 3" = 1'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" ".z S.M.S. OR WOOD SCREWS @ Q w ... ...�....,... 12" O.C. . o-- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-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 1-1/4" 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 #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER 1 150 @ 8" O.C. BOTH SIDES CAULK #8 1 #10 ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL ........ #10 X 3/4" S.M.S. OR WOOD Q.'.... SCREW SPACED @ 12" O.C. _ �- ROOF PANEL EXISTING FASCIA OOF PANEL TO FASCIA DETA SCALE: 3" = 1'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" ".z S.M.S. OR WOOD SCREWS @ Q w ... ...�....,... 12" O.C. . o-- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-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 1-1/4" 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: 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 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 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) 767-6556 PAGE © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. GLASS & MODULAR ROOMS UNIFORM LOAD l Q �- A B SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN SECTION 36 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD l Z Z l A B C 2 SPAN SECTION 36 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD 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) 7674774 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. I3627 Z Z l 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) 7674774 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. I3627 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable<Ac t Hei , Chair Rail Spans or Header Spans for Screenc or Vinyl Rooms Aluminum Alloy 6063 T-6 - 1--A -f 41 $ICG ror a seuunu will yu- a as Sections v ...............,, ., ...� _-- a --- - Tributary Load Width "W'= Purlin Spacing 3'0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 1 Allowable Height 'H'I bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6-11' b 6'-8" b 6'-5" b6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4' b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b- 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5' b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b07'-4' 11'-6" b 12'-1" b 2" x 5" X 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3' b 17'-5" b 16'-8" b 16'-0" b 14'-2" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 15'-8" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9' 2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 6'-9" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 8'-8" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 10'-11" b 11'-1" b ror a bu%;vrlu lulu UUZL Sections ..�....----�-- Tributary Load Width 'W'= Purlin 3'-0" 3' 6" 4'-0" 1 4'-6" 5'-0" 5' 6" 6'-0" 6'-6" Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 7'-6" 2" x 2" x 0.044" HollowPj11'2'- 8" b 8'-0" b 7'-0" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11' b b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.04 Hollow -5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7' 4" b 7'-1" b 6'-10" b 6'-7" b 3" x x 70" Hollow1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8 8'-5"b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow10" b 11'-11" b 11'-2" b 10'-6" b 9'-11' b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7' b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9' 5" b 2" x 4" x 0.046" S.M.B. 17'-6" 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 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10' b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13' 9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7' b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11' b 7'-7" b T-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b ,d11" h 13'-2" h 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans foi0.024" PRO-FABXomposite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. qaw cturer roprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024' Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Room & A ace overs 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15-1" 17'-9" 16'-3" 4'-0" H 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 164" 14'-10" 4'-0" 120 MP 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" - 1" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 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" 11'-6" 11'-1" 4'-3" 150 MPH 12'11" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 1 3'-11" A" v AR" v n n9d" Rnnf Panp1 w/ 177-1 OCK 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 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" 4'-0.771 S" v AR" v n Md" Rnnf Panal w/ 1:7-1 ("ICK 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 26'-5" 29'-6" 28'-0" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28"-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 1 23'-5" 22'-7" 15'-1" 18'-1" 1 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'-4" 15-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 1 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" C" .. A4" .. n n9A" D....f D-1 .v/ 9:7-1 nrk 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 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'4" 23'-5" 4'-0" 110 MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-0" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 1 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 1 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'4" 1 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 1 14'-10" 4'-0" Note: Total roof panel width = room wlatn + wall whin + overnang mKITALS USATM Lawrence E. Bennett, P.E. FL # 16644 . Building Products L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)767.6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 7-45 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/ TYP. BEFORE SLOPE ALL S S)00 (1) #5 BAR CONT. 4" MIN. (2) #5 BAR CONT. TYPE 1 �TYPE 11 FLAT SLOPE / NO F56 -TING J MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" TYPE III STEEP SLOPE FOOTING > 1'-10" Ndt s: 1. The undations shown are sed on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be ' ed, rio lacing the slab, by Feld soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs 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 ®Mesh, InForceTm e3 M (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is.required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" 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 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I f2'I till It 11110 IN H"1 ti111 at III at 111 11 1111 all it as a III I till MANTANNE MURSE, CLERK OF CIRCUIT C(]URT Prager Badem I= SEMINULE CULWTY Ze- 2938 Stonewall PL BK 05893 PPG 1647 Sanford, FL 32773 CLERK'S * 2005154649 407-324-9960 RELUNDED 09/09/2005 0J..130 m Permit No. RELUNDINU FEES 10.00 V RELUNDED BY D Thomas TO �00 NOTICE OF COMMENCEMENT CEk,,IV0) MOpsf- tAp,1W 0V PolkT CIIORTOA STATE OF: /fb° Y' OV outAV COUNTY OF:,_ -,,Le CLERK P THE UNDERSIGNED hereby gives notice that improvement will be made to certAX-reaa p0boeraty, and in accordance with Chapter 713, Florida Statutes, the following information is 'provided in this Notice of Commencement. 1. Description of property: (legal descri tion of property, and street address if available) 2. General description of improvem nt: 3. Owner information: Cl) a. Name and Address: /,V/- a 10 -VII -9 b. Interest in property: C. Name and address of fee simple titleholder than owner): 41, Contractor:- (name and address) pr4w bfildem- LM - - 2938 Stonewall FL 5. �Qrety: Sanford, FL 3XM a. Name and address: 407.324-9960 b. Amount of bond $ 6. Lender: (Name and Address) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.3 (1) (a) 7., Florida Statutes: (name and address) .3 62 In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: (name and address) Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified) Sworn and subscribed before me z ig'' laigqarure, vk-i,4L , R, COMMIS,l 9�? %ON# DD 058631 T 9f , vw-i' ",h6r)RE i.Novembe, 1. 2005 (Signature of Owner) -A- 'A I 8 (Owner's Name) 12- 2- Ro �!t o I ,j C -Iii -c -(e - (Owner's Address)