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HomeMy WebLinkAbout119 Rabun Ct (4)a•*'*,.: r--�,: �T„oL�q?xy`M�^ IT rt.c..M,a ::, Permit # :L/� v bQ. Job Address: l l q , i !T 4 J U 1V CITY OF SANFORD PERMIT APPLICATION 0 Date: Sf— Z 3 —0 5 AUG 2 6 2005 Description of Work: /0 ' X• 2 Z 1 ScAeen PorCh Historic District: Zoning: Value of Work: $ 42 Y!�L- 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 _11< 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: �� C �I1 j/%%� &9130—n) C "l- S- !*0��2-! 32-773 n Phone: n �^ Contractor Name & Address: C r��A/U= /7lUM d/l arrt 7a/ �/f1"", // e/' Ad. Ls�'._jj''���-�---.-/ f' '32 7' State License Number: SGC ® er G 75T_—_. __.-.. Phone &Fax: ZOO 7 �-;3 Z -22 — Co /0 Contact Person: T/m /iA'=%1� �i Oh Phone: *07_'-_ . 3_::0/0 Bonding Company: Address: Mortgage Lender:— Address: Architect/Engineer: nn Penn e f'7k Phone:39 ` 7t7 7_ Address: PO . d;,o >e 2f rf 3 6 Sv /i 1/r�y r1/ �z%Z% Fax: 3 er6 " 76'y 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 l n..: i:D 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 thepropertyof the requireme of nd�ien Law, FS �Cit,Li►tLQt f$� 2/nfo - (7�� 2 J3 -OS Signature of Owner/Agent Date Signature of Contractor!/Agent Date 4hrr S't_.r dLv,g / 1-Tj�r101-- Print Owner/Agent's Name Print Contra for/Agent's Na ie Signature of Notary -State of Florida ` P�b�iC, Sk*ake 2 ig2egie of No of Florida Date • eXP• 2�A* coMY Owner/Agent is _ Personally Known to Me or Comm Contractor/A2ent is Personallv Known to Me or _ Produced ID%�. APPLICATION APPROVED BY: Bldg: Zoning: (1•Hit sl & Datc) Special Conditions (Initial & Date) Produced ID Utilities: FD: (Initial ti Date) (tribal & Data !�,ll t.Y) Central Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 (407) 323-6010 • (386) 775-4751 AS,y License Numbers RX -0021055 and SC -C056754 A� RIOP FOR ADDRESS / A17(4 -501VDVA9 4� //�/ J V Ct S n orol JOB# POH POOL #DOORS COLOR SCREEN CUSTOMER 2xi 41 GUTTER & ACC. 22 i Pd/)- )':1-0p/-'2 / �s 6 '4/ ROOF ANGLE K/P COLOR X BRACING CABLE BE(N)/N�-ETT/ENGINEERING PA- 00 101 PLANS RMEWED 09 O MY OF SA F R OFFICL a 60 60 $iii N 2xi 41 Zk� � 6. cr" N C� 0 Rj 2y`f � O o. O �z+uz 0 �✓ / N a 60 60 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r 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 ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SCALE: N.T.S. 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 © COPYRIGHT2004 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 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" 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. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH SECTION 3A I" x 2" TOP RAILS FOR SIDE WALLS NITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 100 T-0" 110 6'-7" 120 6'-3" 123 6'-1" 130 5'-8" 140 5'-1" 150 4'-11" INTERNAL OR EXTERNAL 'L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK I EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3"= 1'-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 PAGE © COPYRIGHT 2004 3A-3 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS 1, SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' I bending 'b' or deflection V) 1 8 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 a 2 Span 3 Span 4 Span Max. 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 T-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'4" d 1'-0" d 7 4'-6" d 5'-7" d T-6" b 0'-11" d 7 4'-9" d T-11" d 5-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d T-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d T-2" b 5'-0" b 0'-10" d 11 T-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'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'=9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd' Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d T-1" d 7'-2" d 1'-2" -d ,5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" 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 T-1" d T-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 T-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 5'-7" d 5'-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'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5-11" d T-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span VI bending 'b' or deflection V) 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" d 8'-9" 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 T-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8`' d 8 6'-1" d T-2" b 6'-11" b 1'-2" d 8 T-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 T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b T-10" b T-7" b 1'-5" d 12 T-3" b 5'-10" b T-8" b 1'-1" d 12 6'-8" b 7'-6" b T-3" b 1'-4" 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) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 SECTION 3A I 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 c_. .. ...� —.-A .....* .+ 44n lUD44 ualnrifir• ucinn riracinn Inarl of 11 #/SF Sections 3'-0" 1 3'-6" Tributary Load Width 'W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' 7'-0" 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" b 6'-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" b 12'-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 15'-5" 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 17'-1" 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 7'-4" 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 9'-5" b 9'-1" b 2" x 4" x 0.045" 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 11'-6" b 10'-3" b Sections 3'-0" 3'-6" 1 Tributary Load Width W'= Purlin Sp cin 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H' I bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" 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" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-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 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" 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 1 12'-11" b 12'-2" b 11'-7" b 1 11'-0" b 10'-7" b 1 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-0" b 16'-3" b 1 15'-2" b 14'-4" b 13'-7" bj 12'-11" b 12'-5' bj 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 7'-4' b 7'-0" b 6'-9" b 6'-6" b Tx 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 1 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" bi 13'-2" b 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. 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. 3-1/2" (TYP. (1) #5 BAR CONT, BEFORE SLOPE ALL SLABS) 00 8 4" MIN. (2) #5 BAR CONT. TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" > V-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field 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 o Mesh, InForceTm e3TM' (Formerly Fibermesh MD) per maufacturel'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. SECTION 7 1 . SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #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 SCREW SPACED @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = 1'-0" 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 @ 4'•w. 12" O.C. ROOF PANEL 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 1-1/4" 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 1 140 150 #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) 7674774 FAX: (386) 767.6556 I PAGE 7-4 1 O NOT TO BE REPRODUCE . D IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary 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 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 21'-4" 23'-10" 23'-0" 20'-4" 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 MPH 20'3" 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" 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'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'4" 10'-4" 3'-11" 4" 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 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 10"PH 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" 1 13'-6" 15'-1" 14'-7" 10'-5" 12'4" 11'-4" 4'-0" $" v AR" v n n2d" Rnnf Panal w/ F7_I ACK Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 1 26'-5" 29'-0" 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" 23'-5" 22'-7" 15'-1" 1 18'-1" 17'-6" 4'4" 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" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" 6" 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 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'-0" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 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" 267-6" 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" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-0" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 16-4" 14'-10" 4'-0" Note: Total roof panel width = room width + wall width + overhang METALS 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 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TELEPHONE: FAX: FAX: (386)) 7 767-667-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 ---------------- (�--C-ORN-WALL- -­RD-:------------- SCALE: 1 "=20' SURVEY NOTES: 1) The street address of the above-described property is 119 RABUN COURT. 2) The above-described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: K THE SURVEYIN , INC. R. BLAIR KITNER ,-- P..L..S. NO. 3382 Post Office Box -823, r,,64ord,, F1. 32772-0823 (407) 322-2060 . PROJECT N0: -990 SURVEY DATE: z() DCEMBEK 2604 N d4 CERTIFIED CORRECT TO: 1 PLAT OF BOUNDARY SURVEY for ALICE & HAROLD SUNDVALL Legal Description LOT 33, SANORA SOUTH UNIT ONE, according to the Plat thereof as recorded in Plat Book 19, Pages 75 and 76, of the Public Records of Seminole County, Florida. ----------------- t_Rjkf3_L+rq___C_T.---------------- N � w O O Z FIND IRON & --CAP-(NO #) Q`ND •'N ...89'59 12 -%'F" '62.00: 1" IRON PIPE (NO #) Q ,' ----------- ---- W ,, 6' UTIL. ESM'T Cr --------------------------------- . I U cn ONO C). CO z m voacN - : rn z O CTI _ 51.00' O O c O r- O O N 1 STORY N O P 0 BLK/STUCCO 0 .39 co 3 4 Q000 q RES. 0 I co Cn 32 O C 51.00' i O 0,- r, Z cn i O I mon / m O —23' O 0 z z -i WOOD i Sm x SHED I I O � I n I 33 I 0.2 ' .05' A UTIL. ESM'Tc'conc. (/ eck. WALL ----------- -- RON I(# N 89°59'12" E 62.00' ----------- SET I(# - CAP 32)�o CAP 382) x x N i cn r O Z _ M ---------------- (�--C-ORN-WALL- -­RD-:------------- SCALE: 1 "=20' SURVEY NOTES: 1) The street address of the above-described property is 119 RABUN COURT. 2) The above-described property lies in a Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: K THE SURVEYIN , INC. R. BLAIR KITNER ,-- P..L..S. NO. 3382 Post Office Box -823, r,,64ord,, F1. 32772-0823 (407) 322-2060 . PROJECT N0: -990 SURVEY DATE: z() DCEMBEK 2604 N d4 CERTIFIED CORRECT TO: bf1i"S "i�61'RUMEWIr ME -PARED BY: I � I NAME ADDR. BK 0-5878 PG ()()8c) A'ff' V'OLE C�U' SE ,.?Ty ttr-LIO NDA�S NATU CLERKS ti 204551472:14521 RECORDED 08/H/� 11.,25g4i AN RLOPWIN8 FES 100 NOTICE OF COMMENCV*iI Nwtl) BY t holden State of Florida County of Seminole Permit No. Tax Folio No. (PID)__ The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCREMON OF PROPERTY (Legg description ofthe property and street address)__ Fl. Ldt 33 0 5144025' So,),t-6 UnIf 017e GENERAL DESCRIPTION OFIMPROVEMENT 10 xzz� gr-i2ecr7 PbrCA ONVNER INFORMATION Name and address—AL/ cc-5� rkn /Z ZICI l?,46Za 674 f&n�rij �/, 3-2 I Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTBER THAN OWNER)— IV CONTRACTOR Name and address C en I/V/77 In V r-'" 201 SURETY (Bonding Company) Name and address CERTIFIED - C 0 PM mi Amount ofBond 1E LENIDER Name and address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(lXa)7., Florida Statutes: Name and address ............. In addition to himseK Owner designates Of to receive a copy of the Lienor's Notice as provided in Section 713(l)(b), Florida Statutes. Expiration Date of Notice of Commencement (Ilie expiration date is 1 year from date of recording unless a different date is specified.) Signature of Owner � - 131� P Sworn to and subscribed before me this Day of.IfZOu5� 201st. C, I svkk' 11, r— 00. Looe My Commission Expires: r\ 214146 ----------- WIG—• Notary Public c1300. The foregoing instrument was acknowledged before me this day of 7t 20Ce`- by AZ -Te --e-- -5""'Vg 't (name of pm -son acknowledged), who is personally known to me or who has produced4/ Z— (type of identification) as inentification and who did/did not take an oath.