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HomeMy WebLinkAbout1318 S Persimmon AveO ^ 4yo CITY OF SANFORD PERMIT APPLICATION J /�/ Permit # : Q1t (D_ Date: `S` ' �(/�y Cub— Job Address: � Description of Work: Historic District: Zoning: iv► R.. "_Z Value of Work: $ 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 #: ttach Proof of Ownershi &L egal Description) Owners Name & Address: U d 6 ! p i ZA//w/ L 7e, O g i� Phone: Contractor Name & Address Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: State License Number: Phone: 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 ageticies, or federal agencies. Acceptance of permit is verificat� n t t will notify the owner of the operry of the req ���� -j Io(OCo Signature of Owner/Agent Date W) I V1 L___ C - (40 Print Owner/Agent's Naml \ Ib� < ature of Notary -St e of Florida Date of Florida hien 1v, FS of Contuek' tot7Aeent / Date Print Contractor/Agent's Name Sin Lure o rf Notary -State of Florid Date o�aa:•Po&� JCINVIV HNS()N * � * MY C SSICN � DD 285622 S; March 23, 2008 Owner/Agent is Personally Known to Me or ContractorfN,;e Produced I •7Et %L 4121L Producen5 APPLICATION APPROVED BY: Bldg: Loning: .� tilities: (Initial & Date) (Initial & Date) Special Conditions: $u�' DIANA HERNANDEZ o►t�°a MY COMMISSION # DD511868 +�' EXPIRES: May 1, 2010 (407) 39&0163 Florida Notary Service corn da6�lli�llD9g�t9C+�iL?g or �- 2- Z6 FD: (Initial & Date) (Initial & Date) ' Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 z- . 17.6 17-D PROPERTY 16.9 APPRp� MER -----....z 77.E Wit''i`'}.... . •. 3Ei�aitOLFC.^4'iJrfT{L. SJ.2Ir O'PL^, F�3.�Y IT-7A�. ...... .�.� 45y � :1.9 qY' .............. :,: �•} ..: .,, �� 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AH-0000-016F Number of Buildings: 1 Owner: HOOKS WILLIE L & LULA Y Depreciated Bldg Value: $120,717 Mailing Address: 1318 S PERSIMMON AVE Depreciated EXFT Value: $3,686 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $9,905 Property Address: 1318 PERSIMMON AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROBINSONS SURVEY OF AN ADD TO SANFORD Just/Market Value: $134,308 Tax District: S1-SANFORD Assessed Value (SOH): $72,193 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $47,193 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,457 CORRECTIVE DEED 08/1998 03474 0159 $100 Improved No 2005 Tax Bill Amount: $900 ARTICLES OF 01/1984 01677 0966 $40,100 Improved Yes Save Our Homes (SOH) Savings: $557 AGREEMENT 2005 Taxable Value: $45,090 WARRANTY DEED 09/1981 01360 1926 $26,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LEGAL DESCRIPTION LAND r PLATS;Pick... Land Assess Method Frontage Depth Land Units Unit Price Land Value FRONT FOOT & LEG E 125 FT OF LOT 16 (LESS N 398.7 FT) .., 71 125 000 15000 $9905 DEPTH ROBINSONS SURVEY OF AN ADD TO SANFORD PB 1 PG 92 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1981 6 984 2,512 2,274 CONIC BLOCK $120,717 $134,130 Appendage / Sgft ENCLOSED PORCH FINISHED/ 10 Appendage / Sgft ENCLOSED PORCH FINISHED/ 112 Appendage / Sgft ENCLOSED PORCH FINISHED / 350 Appendage / Sgft SCREEN PORCH FINISHED/ 238 Appendage /Sgft BASE/818 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG1990 240 $576 $1,440 WOOD UTILITY BLDG1990 1,296 $3,110 $7,776 ... /re_web.seminole_county_title?parcel=2519305AH0000016F&cpad=persimmc6/2/2006 LEGAL DESCRIPTION- [PROVIDED BY CLIENT) THE EAST 125.0 FEET OF LOT t6. - LESS THE NORTH 398.10 FEET THEREOF MAP OF ROBINSON'.S SURVEY OF AN ADDITION TO SANFORD. AS RECORDED IN PLAT BOOK 1, PAGE 92, PUSLIC�CIECOROS OF SEMINOLE COUNTY, FLORIDA. SAID LOT, 'BEING A PART OF SECTION 35. TOWNSHIPI9 SOUTH. RANGE 30 EAST- REVISED ADDED COMPLETED AUDITION 3119/1997 PLAT OF SUAVEY FOR: WILLIE HOOKS __ 0 15 St'AI F } INCH - 3 i i -OPEN 50 q!w [ AN • 5/9'I.R. 't8 • Z20 C.N. It1TN 1/2' I I TDI' RRL' % -------------- 229. 34 230. 00' [ P j 1 I M co t _ LOT t6 ra i zo dF 1 � t C a a w� CV Q A I''C. 0. !' 4ff ♦ t. L. c. SET 112' 1. Q LB • 5953 �\ ' S/tr 1. 90 • -- —� � � Mf 124. 8 1 125.00' ( 01 , 1 'Z 90.03.25` E `a 40' DO.2W ' oLn / 0 2. f'.OFf � .. .�, 25- 9 11� � �RA� 9UItDtN6 O m �; 1 STORY C. [- ?+0 -- , c4 i (� p CL t ttjt' AES. • ilia _ 2.0' Obi 1.3 ry g CL : COnC ..= : _ cn coot 74,� -- ^ TASSURED Z r OFF vtF E T176 IE YIiK r �: $?'Sb't5' NORTH WI1131j { �I{9&00.03' sas.i3�t>rl �i24.87'Mi i25.D[)'(I}l :•9'off (L�2:'•A P- 1 t1 d' ON � i 1(( 5jr t. A : 0. Y OFF ( I }* 2- t'ak CAIE' S ADDITION PLAT BOOK 3. PAGE 64. LEGAL DESCRIPTION- [PROVIDED BY CLIENT) THE EAST 125.0 FEET OF LOT t6. - LESS THE NORTH 398.10 FEET THEREOF MAP OF ROBINSON'.S SURVEY OF AN ADDITION TO SANFORD. AS RECORDED IN PLAT BOOK 1, PAGE 92, PUSLIC�CIECOROS OF SEMINOLE COUNTY, FLORIDA. SAID LOT, 'BEING A PART OF SECTION 35. TOWNSHIPI9 SOUTH. RANGE 30 EAST- REVISED ADDED COMPLETED AUDITION 3119/1997 PLAT OF SUAVEY FOR: WILLIE HOOKS __ 0 15 St'AI F } INCH - 3 �kz ZX �- Young & Company, LLC 325 Waymont Ct Ste 101 Lake Mary, FL 32746 Kent R. Prager 2938 Stonewall Place Sanford, FL 32773 Suite 100 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r 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 ENCLOSLE SCALE: N.T.S. ALUMINUM ROOF SYSTEM ST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) 2 Ii TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 7 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. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 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. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA #8 x 1/2 S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS C- �- 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 130 1 140 150 #8 1 #10 1 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 IJAcIZI A © COPYRIGHT 2004 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 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 JTACHED TO 1" x 2" OPEN IACK W/ MIN. (2) #10 x 1-1/2" ).M.S. SIDE WALL GIRT ATTACHED TO ..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" x 2-1/4" :ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER 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) 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 36 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 GLASS & MODULAR ROOMS TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" RISER PANELS ATTACHED CHAPTER 7 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" I 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 3B-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS NIFORM LOAD �— 1 --4 a A B INGLE SPAN CANTILEV FORM LO J� l l A B C 2 SPAN SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD l Z Z A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length CL' = 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: (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. 313-27 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable right Hei , Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 r_. .. .... ...1 ..-4, ..4-44fl ■/IDU —1—+%, ucinn rlacinn Innrl 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" 1 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 T-8" b 1 T-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 T-11" b T-7" b T-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 T-11" b 7'-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b T-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 1 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 T-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" bi 9'-9" b 9'-5' bl 9'-1" b 2" x 4" x 0.045" Snap 16'-2" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 1 12'-5" b 1 11'-11" b 11'-6" b 1 11'-1" b Sections 3'-0" 37-6" Tributary Load Width - rlin Spacing 4'-0" 1 4'-6" 1 5'-0" L 5'-6" 6'-0" 1 6'-6" Allowable Height 'H'I bending'b' or deflection'd' 7'-0" 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 - b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.04 Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6". b 8'-0" b 7'-8" b 7'-4" b T-1" b 6'-10" b 6' 7" b 3" x x Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b - b 8'-9" b 8'-5" b 8'-1" b T-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 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" bj 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-0" 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 T-11" b T-7" b 7'4" 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 2" x 4" x 0-045" Snao 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-0" b 11'-11" b 11'-5" b 1 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 I © COPYRIGHT 2004 3A -2'°A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowabl dge Beam S ns - Hollow Extrusions For .Cr y ooms For 3 second wind gust t1120 MP velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) �imrrilllulll 2"x2"x0.0 o Width (ft.)Max. Inv VVVJ Max. Span V/ (bending 'b' or deflection 'd') 1& 2 Span 3 Span 4 Span Cantilever 2"x2"x0.055" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 2 S an 3 Span 4 Span Max. p Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 64" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 64" d 1'-0" d 7 4'-6" d 5'-T' 5'-6" b 0'-11" d 7 1 4'-9" d 5-11" d 5-11 " b 0'-11" d 8 4'-4" d 5' 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5' db 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'41d 5'-2" bb E5' -O 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" bb 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" bb 0'-10" d 3" x 2" x 0.045"3" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) Max. 1 8 2 Span 3 Span 4 Span Cantilever x 2" x 0.070" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. p 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 5'4" d 6-8" d 6'4" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 64" 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 8 151-6" d 6'-9" d 6-11' d VA" d 9 4'-8" d 5'-10" d 5-9" b 0'-11" d 9 54" 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 I 0'-10" d 12 4'-9" d 5'-11" d 5-11" b 0'-11" d 2" x 3" x 0.045" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.)Max. 1 8 2 Span 3 Span 4 Span Cantilever 2" x 4" x 0.050" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 S an 3 Span 4 Span Max. p p Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'13" d 11'-2" b VAT d 6 6'-8" d 8'4" d 7'-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3' b 1'-9" d 7 64" d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5' b 1'-8" 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'-11' b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-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) 76711774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNET7, P.E. 3A-11 SOLID ROOF PANEL PRODU SECTION 7 Table 7.3.6 Allowable Spans fo .024" PRO -FAB omposite Panels . w/ EZ -LOCK for Various Metals USA Building Products L.P. nufacture roprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density �-_3" x 48" x 0.0 ' 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" 8" 20'-11" 20'-2" 1 13'-9" 164" 14'-10" 4'-0" 120 MPfi 1 20'-4" 22'-9" 21'-11" 17'- " 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 1 PH 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" 12'4" 4'-0" 140 MPH 12'-0" 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'-8" 10'-4" T-11" 71 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 I 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" 4'4" 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'-0" 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" 1 14'-7" 10'-5" 12'4" 11'4" 5" 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 26'-5" 29'-6" 28'-6" 25-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'4" 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" 23'-5" 22'-7" 15'-1" 18'-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" 17'-0". 1 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" R" v AR" r n Md" Rnnf Pnnal wl F7-1 ACK 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 I 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" 26'-0" 25'-8" 18'-5" 20'-7" 19'-10" 1 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 1 25'-9" 24'-11" 17'-10" 19'-11" 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" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 1T-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 15'-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 TELEPHONE: (386) 767.4774 . TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)767.6556 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 J-) (- , (-�, a�7 I loll III 11111 oil 11111111111111111111111 oil 1111111 oil 11111111/1 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06287 Pg 0572; (ipg) CLERK'S # 200E09E 61 RECORDED 06/14/2006 0406:06 PM RECORDING FEES 10.00 RECORDED BY M Bailey State of ,r r County of The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of. property (legal description of the property, and street address if available) 2. 77 3. Ownerformatr n / f/J t. IleG tr Name .,...._, , 1,-3 Telephone NumberiA ` Address :• Fax Number 4 Interest in Property:_,-���, Gt�s 4. Fee Sim p. TJ. tle Holder (if other than owner shown above) Name Telephone Number Address ,:,; Fax Number 5. Name Address ; - 6. Surety (if any) Name _.. 7 8. 9- 10. PL Telephone Number Fax Number Telephone Number Fax Number Amount of bond $__ Lender (if any) ' Name Telephone Number Address..,__., Fax Number Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Tele hone Number P Address -::::::.._._:..._-.. _ :. Fax Number In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713 1�1(1)(b)_§onda Statutes. Name r,,� x = r Telephone Number'5s� Address.. % _ _ ._ . Fax Number rs iih Expiration date. of notice. of commencement (the expiration date is one year, from the date of recording Date Signed Signature of Owner Note: per §713.13(1)(9), "owner must sign ._.and no one else may be permitted to sign in his or her stead." Sworn to and subscribed bi fore me thisCil day of �o 'T9 by r l�< who is personally known to me OR produ " `iceL4( -:qz LU as identifi �.,.�.. DIANA HERNANDEZ Sign e of Notary (notarial seal k�appear below) My'COMMISSION # DD511868 Drf�pl� EXPIRES: May 1, 2010 (487) 388-0153 Florida Notts' Servlce.com Foan Revised: 3198 Oil ppb