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Home My WebLink About2404 Stevens Ave - BR05-002746 (REPAIRS TO SCREEN ROOM) DOCUMENTSPhone & Fax: Contact Person: I t K � /"fY�/t/ Phone: 3,;�,2_/ -loltf� Bonding Company: Address: Mortgage Lender: Address: > --7 7 Architect/Engincer: 6?.rr e /� C r! zQ lt-- Phone: 3 � Z10 / " `7 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 taws 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. c®ce ?ofe is verific 'o I will noti wner of th pro erty of the requirements of Flo a Lien Law, FS 713. 02 �" K 441.al ------- ignature of Owner/Agent Date Signature of Contractor/Agent U Dateyy,y� 'R9nal� Al bri h�' 9 � G t C �► rd. �� Print 0 Agent's Name Print Co r ctor/Agent's Na e is/os 1a�D5" Signa re of Notary -Stat of Flo da ate Signal re of Notary-Sta of Flor da Dae Owner/Agent is_ Personally Known to hte or Contractor/Agent is -%ZProduced ID fZ/a , .% L. Produced ID -ZPersonally Known to Me or i L .............. APPLICATION APPROVED BY: Bld { 01C Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: G " 4 . MAY 1 g 2009 .+ CITY Permit # : v OF SANFORD PERMIT APPLICATION Job Address: ;?1-10!V �? Date: Description of Work: Q Ur .Sd-o/-m p/jv1,4-e— Q SC i24sE7J -e vn Historic District: Zoning: Value of Work: $682 7 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 d 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) #: �/ - 9- 3 % -5-2y1 00 io - o .Parcel y (Attach Proof of Ownership & Legal Descrip 'on) Owners Name & Address: limon a / �,t A / br 14h f - a /-/,g q .Sleu e.-2s,�1 ire - O l`z�i Phone: D% -_2,-� / ^7,3 // _ 3 - �. 1�/ -7 Contractor Name & Address: A Z )/ - AerlD r- Ro m e -5a r�S .LA/C - a 5Aoyl c al State License Number: 6.e Phone & Fax: Contact Person: I t K � /"fY�/t/ Phone: 3,;�,2_/ -loltf� Bonding Company: Address: Mortgage Lender: Address: > --7 7 Architect/Engincer: 6?.rr e /� C r! zQ lt-- Phone: 3 � Z10 / " `7 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 taws 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. c®ce ?ofe is verific 'o I will noti wner of th pro erty of the requirements of Flo a Lien Law, FS 713. 02 �" K 441.al ------- ignature of Owner/Agent Date Signature of Contractor/Agent U Dateyy,y� 'R9nal� Al bri h�' 9 � G t C �► rd. �� Print 0 Agent's Name Print Co r ctor/Agent's Na e is/os 1a�D5" Signa re of Notary -Stat of Flo da ate Signal re of Notary-Sta of Flor da Dae Owner/Agent is_ Personally Known to hte or Contractor/Agent is -%ZProduced ID fZ/a , .% L. Produced ID -ZPersonally Known to Me or i L .............. APPLICATION APPROVED BY: Bld { 01C Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: G " 4 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re—web.seminole—county title?parcel=31193152410000120... 4/12/2005 FOREST DR DAVID JOHNSON. CFA, ASA PROPERTY APPRAISER Wq7lF- SEMINOLECOUNTYFL. ¢1101 E. FIRST sT YSANFORD, FL 32771-1468 407-665-7506 to 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 31-19-31-524-1000 Number of Buildings: 1 TDiiS1-SANFORD Parcel Id: 0120 ax strct: - Depreciated Bldg Value: $69,726 00- Depreciated EXFT Value: $5,506 Owner: ALBRIGHT RONALD Exemptions: HOMESTEAD Land Value (Market): $17,460 Address: 2404 STEVENS AVE Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $92,692 Property Address: 2404 STEVENS AVE SANFORD 32771 Assessed Value (SOH): $83,594 Subdivision Name: WYNNEWOOD Exempt Value: $25,500 Dor: 01 -SINGLE FAMILY Taxable Value: $58,094 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 06/2002 04445 0235 $76,000 Improved Tax Value(without SOH): $1,250 WARRANTY DEED 10/1999 03737 0339 $73,000 Improved 2004 Tax Bill Amount: $1,141 PROBATE RECORDS 11/1993 02682 1521 $100 Improved Save Our Homes (SOH) Savings: $109 PROBATE RECORDS 06/1993 02603 2088 $100 Improved 2004 Taxable Value: $55,659 WARRANTY DEED 01/1979 01205 0964 $30,500 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1973 01003 0241 $13,600 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG S 1/2 OF LOT 12 +ALL LOT 13 BILK 10 Method Units Price Value WYNNEWOOD FRONT FOOT & 90 135 .000 200.00 $17,460 PB 4 PG 93 DEPTH BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1953 5 1,465 1,990 1,465 CONIC BLOCK $69,726 $103,298 Appendage / Sgft OPEN PORCH FINISHED/ 60 Appendage / Sgft UTILITY UNFINISHED / 66 Appendage / Sgft CARPORT UNFINISHED / 209 Appendage / Sgft BASE SEMI FINISHED / 190 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1980 512 $4,096 $10,240 COOL DECK PATIO 1980 580 $812 $2,030 ALUM SCREEN PORCH W/CONC FL 1980 176 $598 $1,496 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.seminole—county title?parcel=31193152410000120... 4/12/2005 PERMIT #45`0 L O T 4 S L D T 3 NORTH 500.00,001w. PLANS REVIEWED CITY OF SANFORD ' 2 I. 0 1 Fqf ti ( j r2Cfw R4 P LA 4c< EDGE OF PAVEMENT ma CENTERLINE OF 60' PLATTED RI SMENS AVENUE r: -To NI1=• 1. BEARINGS BASED ON THE E. UNE OF BLOCK 10 AS BEING NORTH. 2. UNDERGROUND IMPROVE - C�j co I MENTS NOT LOCA7FD. � � I J. SUBJECT TO EASEMENTS W ( AND RES7RIC77ONS OF A I RECORD. J .., 4. SUBJECT PROPERTY LIES J I IN ZONE �X", PER FLOOD INSURMCE RATE MAP PANEL 120294 0045 E, 2 DATED 4/17/95, AND ' I J . LIES OUTSIDE THE 500- x--: Qj ( YEAR FLOOD PLAIN. 5. DA FIELD SURVEY.• /02 2. .2 I 2 I I -3000=-1-- i ---� 5d00' N.E. CORNER, BLDCK 10 CONC = CONCRETE R/W — RIGHT—OF—WAY PC = POINT OF CURVATURE = FOUND 1/2" IRON ROD (NOSET ) IRON ROD 14887 DESCRIPTION. LOT 13 AND THE SOUTH 1/2 FEET OF LOT 12, BLOCK 10, WYNNEWOOD, AS RECORDED IN PLAT BOOK 4, PAGES 93-94, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CEJ 77RED 7V. RONALD ALBRIGHT THE MORTGAGE FIRM, INC. D/B/A ALTERNATIVE MORTGAGE SOLUTIONS REALTY TITLE, INC. I HERMY CERTIFY.• THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARI) OF LAA10 SURVEYORS IN CHAPTER S 1 G 17 - 6, FLORIDA ADMINISTRATIVE CO' E c TH MAS J MCMAHON 047E: P1!UjA 6/13/02 1" = 20' 02-OS49 MCMAHON SURVEYING AND MAPPING 1690 TALL OAKS ROAD AMERICAN PIONEER TITLE DELAND, FLORIDA INSURANCE COMPANY FL REG LAND SURVEYOR 14887 32720 (407) 399-2044 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER -?,3< 2 S-3 3 4'' a'• ki ass 6 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) III SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 1 HOST STRUCTURE OR RIDGE BEAM (SEE TABLES 3A.1.4) Y,. FOURTH WALL FRAME /-- USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 P.O. BOX 21458 , 0Ajk 54121 rvrr rrvv ,,lq��, Jyi�1, y� �. f:'... . �},'1�5'L, � ! •,�I^41 +.�. �N.IO�PI �M:, a.�7�!'4+!i..h'f.�'G mac. �t'T. .. .., i ��. � � '•y 4 : r IICBD Ili f►F.11T MRT7bQ�tf if1P� WRfETlil PESeC�!! O° U,Y�fiQ1iOQ �. BTt, W.�, ;• 1� �;,#a.' t� k� SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS H* / 'LW' FOR MAX. / UPRIGHT EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) HEIGHT (h) 1" x 2" 1� MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS .SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) UJ ZZ) 0. H. p �- U SOLID ROOFLL / NO MAXIMUM / % i U) (ELEVATION SLAB OR GRADE) I'�i 1 P = PROJECTION FROM BLDG. VARIES VARIES I LW = LOAD WIDTH NOTES: 'P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130_1 140 150 #81 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= 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: (388)767-6556 PAGE I Q COPYRIGHT 2044 3A -n c NOT T'O BE REPRODUCED IN WFiGL.`: CJt:-:: F';J:T.1�1Il�iOl,;'HF 'MRiTTc'J nEFtSAISS;ON OF L4WRENCE E. BENNETT, P.E. E�N9A�RYL:1-6-&-Vl.t YC.RtidMS' I S'ECt4j3�4 COMPOSITE ROOF PANELS: (4)1/4' x 40 LAG BOLTS W/ .......................... .......................... .. .................. 1-1/40 FENDER WASHERS PER ................................ 4' -On 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) 410 x 1-1/2" S.M.S. IN SCREW BOSSES ATTACIHED 1 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2* S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3' = 1'-0* 2' x 2% 2"x 3* OR 3"x 2* HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2- S.M.S. IN SCREW BOSSES 1"x 2" OPEN BACK BOTTOM RAIL 1/4* x 2-114* MASONRY ANCHOR @ 6- FROM EACH POST AND 24- O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CAM 000#AM - CEMOPAIEFir COMM rAffr P.O. DOX 214300, SOUTH DAYTON& FL 32121 TRAPHOW OW W4"4 FAX W W-4=0 can Nowum PAoa Ii mm Tp OR "spoom= a WWAR on m poaj. Wmemp rm vmmm mWomom Or 4~4= IL =*Am. P.N. 3A-7 SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS "_XISTING TRUSS OR RAFTER #10 x 1-1/24 S.M.S. OR WOOD WOOD SCREW (2) PER c RAFTER OR TRUSS TAIL #10 X 3/4' S.M.S. OR WOOD SCREW SPACED @ 12' O.C. EXISTING HOST STRUCTURE VOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY i ICHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2' 3.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 ROOF PANEL TO FASCIA DETAIL SCALE: 3'= l'-0" #8 x'1/2' S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3' = l'-0" 1/000 STRUCTURES SHOULD CONNECT' TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE 'OSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS :HALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" VASHERS OR SHALL BE WASHER HEADED SCREWS. EADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 't'. THE WALL THICKNESS HALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS, HEADERS HALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL ONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC ECTION 1808 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. NCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WINO ZONES USE THE FOLLOWING :ONVERSION: 100 -1231 130 1 140 T 150 ( . 1a 1 #10 1 012 #11 Lawrence E. Bennett, P.E. FL # 16644 ahc woa4W.04VQWWW caat,i r Kr PA 06X 214M 90M QAYrOKA, Ft, xx,2t m W -017a PAR: (3W W4KV ~--w..,.....- :.., W�r re 4 c? t ok? kQ iq A?bC4 4i iM PU17 WIT1�:ilJT i?�;i WRfrP�►1. a7 COt fTT;i� SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW - HEADS & WASHERS #8.x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER - - ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM DETAIL SCALE: 3"= l'-0" SECTION 7 SEALANT PAN HEADER (BREAK FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3'= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPICNT CONSL&TANT P.O. BOX 214368. SOUTH DAYTOkk FL 32121 TELEPHONE: (386) TV -4T74 FAX: (386) 787.6688 PAI! Q COOYRlIOt� 2w4 PAI! NOT TO BE REPROOMED Id WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE t. BENNETT. P.C. SECTION 7. C SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation wide inude Product Approval #FL1049 M acturers' Proprieta Products: Alum5 H-14 or H-25 Foam Core E.P.S. #1 Density 3'741 x 0.024" Pan oam Core E.P .#1 Density en i Wind Region Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms 1&2 34 span span span Glass &Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 1'-4" 23'-10" 23'-0" 27'-0" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 1'-1" 23'-10" 23'-0" 18'-8" 0'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 4'-0" 20'-4" 22'-9" 21'-11" - " 19'-5" 18'-10" 12'-6" 13'-11'• 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 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'-0" 11'-1'• 4'-3" 150 MPH 1 12'4" 13'-9" 13'-3" 1 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" 3" x 48" x 0.030" Panels Foam Core E.P.S. #1 Densitv Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 1 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MFH 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'-T11'-2" 1 12'-4" 13'-2" 12'-9" -70. 4" x 48" x 0 Vd" Pnnalc Fnnm Cnrw F P S 9111 nensity Wind Region Open Structures Mono -Sloped Roof 1&2 1 3 4 span span span Screen Rooms & Attached Covers 11,2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 1 19'-0" 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" 1'4'-7" 1 13'-0" 15'-1" 14'-7" 1 10'-5" 1 12'-4" 11'4" 4'-0" A" x AR" x n 1711171" Pnnalc Fn2m Cnro F P S ft'! nensity Note: Fotal roof panel width = room wldtn + wail wain + ovemang E!M EM Lawrence E. Bennett, P.E. FL # 16644 — CIVIL ENGINEER- OEVEL OPMENT CONSUL TANT Elite Aluminum Corporation P O. BOX 214368, SOUTH DAYTONA. FL 32121 1801 N.W. 64th Street TELEPHONE: (386)787-4774 P�nst P�oOucb FAX: (386) 787-6556 Ft. Lauderdale, FL 33309 Te'.: (954) 491-3700 Fax: (954) 491-1433 PAGE `i COPYRIGHT 2004 7-34 NO7 TO HE REPROOUCED IN WHOLE OR IN PART WITHOUT rHE WRI17EN PERMISSION Or L4.WRCNCE E. SENNETT• P.E. C Open Structures Screen Rooms Glass & Modular Rooms Overhang 1 Wind Mono -Sloped Roof &.Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 All span span span span span span span span span Roofs 100 MPH 26'-11" 30'-1" 29'-1" . 25-8" 28'-9" 27'-9" 20'-1" 22'-5" 211-8" --y 4'-0" I 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'$" 27'-7" 26'-8" 21'-4 23'-11" 1 23'-1" 1 15'-5"_L_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" 1 15'-3" 14'-9" 4'-0" 150 MPH 15-7" 17'-5" 16'-10' 15'-7" 17'-5" 1 16'-10" 12'$" 14'-2" 13'-9" 4'-0" Note: Fotal roof panel width = room wldtn + wail wain + ovemang E!M EM Lawrence E. Bennett, P.E. FL # 16644 — CIVIL ENGINEER- OEVEL OPMENT CONSUL TANT Elite Aluminum Corporation P O. BOX 214368, SOUTH DAYTONA. FL 32121 1801 N.W. 64th Street TELEPHONE: (386)787-4774 P�nst P�oOucb FAX: (386) 787-6556 Ft. Lauderdale, FL 33309 Te'.: (954) 491-3700 Fax: (954) 491-1433 PAGE `i COPYRIGHT 2004 7-34 NO7 TO HE REPROOUCED IN WHOLE OR IN PART WITHOUT rHE WRI17EN PERMISSION Or L4.WRCNCE E. SENNETT• P.E. C r SECTION 3A SCREEN, gCRYLIC & VINYL ROOMS Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-8 Load Max. Spa _V1 (ben( Width (ft') 3 Span 6'-0' d 7'-5' d 1 3 2 Span 3 Span 5 5'4" d 6'-7' d 6 5'-0 d 6'-2' d 7 4'-9' d 5-11" d 8 4'-7" d 5-8' d 9 4'-5" d 6-5" d 10 4'-3" d 5'-2" b b 4'-1" d 4'-11' b 12 3'-11' d 4'-8" b Width (ft.) 5 6 7 q�q J 10 11 12 Max. Spa V1 (bem 3 2 Span 5'-3" 3 Span 6'-0' d 7'-5' d 5'-8" d 7'-0" d 5'-5" d 6'-8" d 6'-3" d 0'-11" d 6'-4" d N_E� F-8- 6'-2' d 4'-9' d 5'-11" d 4'-8" d 5'-9' d 4'-6' d 5'-7" d b' or deflection ' 4 Span Max. Cantileve 6'-9" d 1'-1" d 6'-4" d 1'-0' d 5'-11" b 0'-11' d 5'-7' b 0'-11' d 5'-3" b 0'-10' d 4'-11' b 0'-10" d 4'-9' b 0'-10" d 4'-7" b 0'-10" d 'b' or deflection 'd 4 Span Max. 1 3 2 Span Cantileve 7'-7' d 1'-2" d T-2" d 1'-2" d 6'-10" d 1'-1" d 7 5'-1" 6'-3" d 0'-11" d 5'-11' b 0'-11" d F-8- b 0'-11" d 5'-5' b 0'-11" d Load Max. Spai Width (ft.) 1 3 2 Span 5 5 5'-8" d 6 5'-0' d 7 5'-1" d 8 4'-10" d 9 4'-8" d 10 4'-6" d 114'-4' 0'-11" d d 12 4'-3" d Load Max. Spai Width (ft.) 1 & 2 Span 5 6'-9" d 6 6'-5" d 7 6'-1" d 8 5'-10" d 9 5'-7" d 10 5'-5" d 11 5'-3" d 12 5'-1' d 'L_1(bendin 'b' or deflection' 3 Span 4 Span Max. Cantileve d T-1" d 1'-2' d 6'-7' d 6'-8" d 1'-1" d 6'-3" d 6'4" d 1'-0" d 5'-11' d 6'-1" b 0'-11" d 5'-9" d T-9" b 0'-11" d 5'-6" d 5'-5" b 0'-11' d 64" d 5'-2" b 0'-10' d 5'-2" b 1 4'-11" b 0'-10' d 8 8'-3' d T-11" b 9'-7" b 1'•8' d L'! bendin 'b' or deflection' 3 Span 4 Span Max. Cantilevel T-11" d d 8'-7" d V-4- d T-11" d 8'-0" d 1'-3" d T-6" d T-8" d 1'-3' d T-2" d 7'4' d 1'-2' d 6'-11" d 7'-0" d 1'-1' d 6'-8' d 6'-9' . d 1'-1' d 6'-5" d 6'-7"d 1'-0" d 6'-3" d 6'-5" d 1'-0" d Load Width (ft') Max. Span 'L' / (bendin 'b' or deflection 'd' v u Load Max. Span 'L' 1 (banding b' or deflection'd 1 3 2 Span 3 Span p 4 S Ian Max. Cantilever Width (ft.) 1 3 2 Span 3 Span 4 Span Max. 5 T-6- d 9'-3" d 9'-5' d 1'-6" d 5 9'-8' d 11'-11' d 12'-2' b Cantileve 1'-11' d 6 7 7'•a' d 8'-8' d 8'43' b 1'-5' d 6 9'-1" d 11'-3" d 11'-1" b 1'-10" d 8 6'-8" d 8'-3' d 71' b 1' 4' d 7 8'-8' d 10'-8" b 10'-3" b 1'-9" d 9 6'-5' d T-9" b 7'-6" b V-3" d 8 8'-3' d T-11" b 9'-7" b 1'•8' d 6'-2' d T-4" b T-1" b 1'-3" d 9 T-11" d 9'-5" b 9'-1" b 1'-7' d 10 5'-11' d 6'-11'qb 6'-9' b 1'-2' d 10 7'-8' d 8'-11" b 8'-7" b V-6- d 11 5'-9" d 6'-8" 6'-5' b 1'-2' d 11 T-5" d 8'-6" b 8'-2' b V-6- d 12 5'-7' d 6'-4' 6'-2' b 1'-1' d 12 T-3' d 8'-1" b T-10" b 1'-5" 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 �4 &4G**j Ar. OEM OpIIIEN7CONSUL 7ANr r' P.O. BOX 214366, SOUTH DAYTON/` FL 72121 TELBPMONti: (366) 767-4774 AFAX (]66) 767 -MM PAIN' COPYROOW 16W NOT TO SE REEO IN WHOLE OR IN PART WM40UT THE WRITTEN PERMmsm OF LAWRENCE E sENNm. P.OL it D SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A-2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-0 For 3 second wind gust at 11a upw vnlnr i u- nelnn deelnn 1w -d wi 44 */CG Sections T-0' 1 3'-6' 4'-0' AU ry L Width W ■ Purtln Spacing 4-4--.4,/ W.O.I S'-6' I 6'-0' I 6'$" IT eight W/ bending W or detleetlon'd' -0" Tom" 2" x 2" x 0.044" Hollow 9'-5' b 8'-9' b016*-6* T-4- b 6'-11' b 6'-8' b 6'-5' b 6'-2' b 5'-11- b 2' x Y x 0.045" 10'-3' b 11' 3• b 9'-0' bT-11- 10'-5' b8'-9' b b 7'-7- b 8'-4' b T-3" b 7'-11' b 6'-11' b T-8' b 6'-9' b T-5' b 8'-6' b T-2' b Hollow 17-9' d -TZ-72--d "bb 10-5' b 9'-11' b 91-6* b 9'-2' b 8'-10' b 8'-0' b 2' x 3"x 0.045" Hollow 12'-9' b 11'-9' 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" r x 4" x 0.046' 2" x 5" x 0.030' Hollow S.M.B. S.M.B. 16'-3' b 19'-1' b 23'-7' b 15'-1' b 1 T$' b 21'-10' b 20'-5' b 1 19'-3' b 12'-7' b 14'-9- b 18'-3' b 12 -0' b 14'-1' b 1T-5• b 11'$" b 13'-0' b 16'-' b 11'-0' b 12'-11' b 16-(r b 10'-8- b 17-0' b 15'-5' b 10'3' b 17-1" b 14'-11' b r x 6' x 0.050" S.M.B. 26'-1' b 24'-2' b 27-T bi 21'-0- b 20'-2' b 19'-3' b 18'-5' b 1T-9" b 1T-1' b 16'-6' b 2' x 2" x 0.044" Sna 11'-3' b 1 fr-5- b 9'-9' b 9'-2' b 8'-8" b 8'-3' b 7'-11' b T-7" b T-4' b T-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'-T' b 10'-2' b 9'-9' b 9'-5' b 1 9'-1' b 2' x 4" x 0.045" Sna 1T-7- b 16'-3' b 15'-3' b 14'-4' bl 13'-T b I 17-11' b 12'-5' b 111'-11' b 11'-6' b 1 11'-1- b nous: 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. C Lawrence E. Bennett, P.E. FL # 16644 OW Gi+Oa M - DaMOriDvr corxsAr Mr P.O.,OX 3"1M, 0011111 QAYTOKk /L M121 TMAPMON3: rim T -MA l` PAX' (38" M4=9 3A -2A NOT 1O Ml TIGPIlOCRlr�t,; r c.� ON IN 0InTYR4MVVT TMG "rrMN P111 ON OR M1arMM L 010"" P- L r Richard H Zapf 2867 Stoubwall Place )A H7 Sanford, F132773 Permit No. STATE OF FLORIDA COUNTY OF: SEMINOLE MARYMW NORSE1 CLERK OF CIRCUIT COURT SEIAIN)LE COUNTY BK 05740 P6 1295 CLERK'S 0 2005087271 REWRDED 05126/2005 11:40:32 AN RECORDINS FEES 10.00 RECORDED BY t holden Tax Folio No. 31-19-31-524-1000-0120 NOTICE OF COMMENCEMENT THE. UNDERSIGNED hereby gives notice that improvements 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 L-10cscription of property: (legal description of proper(y, and street address If avalinbie) S. Va o-� Lo+ IP, +All Lo+ IS 31k 10 WLjr)rnewood- P34/49Gq3 2. General description of improvement - COMP SC ROOM 3. Owner information: a. Name and address - RONALD ALBRIGHT 2404 STEVENS AVE SANFORD, F1 32771 b. Interest in property -- c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Placer jt7 . Sanford, FI 32773 407-322-6149 SCC 056734 S. Surety a. Name and address - b. Amount of bond $ 6. Lender.. (name and address) it �; :- CERTIFIED 'CO'FW WARY AI E MORS CL R 0 C1RCI OT '1 key $ 1 N LF k TY, FLOWDD EPU .. CLERK AM 2 6 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is succified) Sworn to and subscribed before me :0006- Ills 0aSThis O day of , (Signature of O er) It �-�OA Notary's Name Notary's Commission Expiries: LINDA K. GENTRY r Commp 000W g Expire ?n4FJ= ®onded ffru OW)432.4254: oii �fbrida NoteryAsan., Inc u..w..u• w•••...nsu.uu.......6 Owner's Narne,Z Address �V 0L/ e U� i