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HomeMy WebLinkAbout107 Ellen Pl (4)CITY OF•SANF.ORD PERMIT APPLICATION RECEIVED,. Permit # : L./W I f Date: A D 2 5 2006 Job Address: /O 7 G'4 L. ";! PL I ,.a7 . ea- r /) 1 Description of Work: AS u/ 1 Z z X f ,SC%Jl• 1700e--+ t Historic District: Zoning: Value of Work: S S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ 40'r- 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 #: 31-/5 —3/-S-2/ - 00005_Y(? Attach Proof of Ownership &Legal Description) Owners Name & Address: JPliO wl We AL % D ,0 /O 7 G .c.l / 7L FC 7 7 77 / Phone: Contractor Name & Address: v -c 2 0 i L Ui7'I / /CJ(% / ,3 Z 7 V Z_ 5— A'OIDS ,yi /y C / V % e,/C /12 State License Number: x 05 415 L Phone & Fax:'v7-478-6S'0 Of -'%7'G78'SS'6o Contact Person: Phone: 4o77- Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and ilia[ 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 cenifv 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. owner of the property of the require7;C:2;, FS 713 i Date Si re of Contractor/Agent Date,/T OLL A25e- racto gent's Name Date Sign re of Notary tale of Florida Date rer/Agent is __;crsonally Known to Me or Produced ID Contractor/Agent is Personally Known to Me or Produced ID r. z o v LIMITED POWER OF ATTORNEY v /-:2 q / cz, DATE I hereby name and appoint JcrlC ll w-4. L Po a.c of (—AA'JQF"'SLJ' j n tziw to be my lawful attorney in fact to act for me and apply to fora BUILDING permit for work to be performed at a location described as: Section Range Lot Block Subdivision Address of Job) / Owner of Property and Address) Township and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Print name of Certified Contractor, License # Acknowledged: Sworn to and subscribed before me this Day of A.D. 20 Notar Public, State of Florida Seal) My Commission Expires: ( 2— 2--Oe ROBIN WHITAKER Notary Public, State of Florida My comm expires Dec. 2, 2008 Bonded thru Ashton Agency, Inc. j1800 451-4854 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 1i 6.0 N 47 AVID JOHNSON. CFA, ASA 7.0 PROPERTY 1. 8.0 Yf r, b _ APPRAISER 16 17 SEMINOLE COUNTY FL. 18 11.0 11 G 1 101 E. FrRST ST LjO12.0 12 SANFORD, FL32771-14618 13.0 6 i3407-665-7506 0 2+ 21 14.0_14 2( 11 15.0 1 24 H 2006 WORKING VALUES GENERAL Value Method: Market Parcel Id: 31-19-31-521-OG00-0280 Number of Buildings: 1 Owner: WALTON JEROME & EARLDEAN M Depreciated Bldg Value: $81,445 Mailing Address: 107 ELLEN PL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $11,000 Property Address: 107 ELLEN PL SANFORD 32771 Land Value Ag: $0 Subdivision Name: WASHINGTON OAKS SEC 1 Just/Market Value: $92,445 Tax District: S1-SANFORD Assessed Value (SOH): $57,266 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $32,266 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 12/1989 02138 0147 $49,900 Improved Yes 2005 VALUE SUMMARY CERTIFICATE OF 11/1988 02020 1085 $100 Improved NoTITLE Tax Value(without SOH): $1,164 WARRANTY DEED 08/1986 01766 0200 $41,000 Improved Yes 2005 Tax Bill Amount: $611 WARRANTY DEED 05/1985 01644 0066 $35,500 Improved No Save Our Homes (SOH) Savings: $553 WARRANTY DEED 05/1984 01551 1422 $37,500 Improved No 2005 Taxable Value: $30,598 WARRANTY DEED 02/1981 01320 1120 $22,500 Improved No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS ADMINISTRATIVE 01/1981 01314 1040 $9,000 Improved NoDEED Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess FrontageLand Unit LandDepth PLATS: Pick... Method Units Price Value LEG LOT 28 BLK G WASHINGTON OAKS LOT 0 0 1.000 11,000,00 $11,000 SEC 1 PB 16 PG 8 BUILDING INFORMATION Bid Value Year Base Gross Living Est. CostExtWallBidValNum Bid Type Bit Fixtures SF SF SF New 1 SINGLE 1971 5 1,145 1,508 1,456 CB/STUCCO $81,445 $97,248FAMILYFINISH Appendage / Sgft ENCLOSED PORCH FINISHED / 311 Appendage / Sgft OPEN PORCH FINISHED / 52 NOTE: Appendage Codes included in Living Area Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCEL=31193152I OG00... 3/31 /2006 BOUNDARY SURVEY Lf;.-AL llh:8f-P 'I'IUN; LU'P G$. BLOCK "W', WASHING`PON OAKS SECTION ONE, ACCORDINGTOTHEPLATTHEREOF, AS RECORDED IN PLAT BOOK 16, PAGES 7 & 8, PUBLIC RECORDSFSMZNOLECOUNTY, FLORIDA. TH), ABOVE REFERENCED PROPS ;R'['Y j S I,0CAl%D IN '4UNE "C", AREA OF MINIMAL FLOODING: Ati PEIP. F.I.k.M 70MMUNITY PANEL NUMBER 120294 0010 B, CITY OF SAN'FORD, SEMINOLE: COUNTY, 'LOR 10A . MAP DATED SEPTFNBFR, I.'i , 1960, 10• D. E. W Fr* U.H' REB. ' S.$9 49'0o"E. la1.76' F• I'0' REB_ x- — s U. E.—, 0 e5N iTj 7' FND RF try 6LK,"G28a w W z,, 3 0 8 29 Pip G Zk I C9 27 1 FND. l0' RED, c! X-cvT E 1 L E` V PLACE D.m47'OI'42" L.=4I.04' ROOF OVERHkNGS AND FOOTERS HAVE NOT BEV LOCATED. BEARINGS ANE BASED ON RECORD PLAT_ G = SET 4x4 C.M. .a4189 ERTIWIED PU: FIDELITY TITLE AND GUARANTY 0,0. REC, C.M. TRANSAMERIC:A ` JTLE INSUR,ANi P, COMPANY L= SET V8" REBARYCAP # 41p9 T>'iOMAS MllKTr;A(,k' a H'INANCIAI, SPCRVIt'KS KFOMK ANP KARLD8XN WALTON REC. PROP, CORNER SEE SKETCH FOR DESC.) R - RADIAL Ltl! ,1,L,F.N PLACE LOT SURVEY DATE: NO IMPROVEMENTS OR UNDERGROUND UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN FOUNDATION SURVEY DATE'— ' I THE SURVEY SHOWN HEREON WAS SURVEYED FINAL. SURVEY DATE: BY THE LEGAL DESCRIPTION PROVIDED BY THE CI.IENr I HEREBY CERTIFY THAT THIS SJRVEY MEETS OR PREPARED FCR; EXCEEDS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA. BOARD OF LAND JE:ROME AND EARLDb:AN WALTUN SURVEYORS,, PURSUANT TO SECTION 21 HH -6, FLORIDA STATUES. PREPARED BY: CHARLES "ROB" DE FOOR r• 0 ANO ASSOCIATES RQ 80X 5I82 APOPKA=FLA. B BQ —3 CHARL.ES R< DE F0t2 f DATE DRAWN; ISCALE: P, L.S. NO.4189 DAi E: _- 12 ! f 91 f3 9 _ I PAGE OF 41 SUPERIOR ALUMINUM INSTALLATIONS, INC. yrt sC)lfd C- rsl P-6-7 d v - a wo vi M M 6 if x 2f3 M Job name: VIJGU w' Job number: Date: - j 6 /I - Drawn by: _ Scale: '/a" = V I - '6, 15 , Z-+3 t+3 1 2'2' 1 61112n _1 SECTION 3A 1/4" x 6' RAWL TAPPER THROUGH 1' x 2" AND ROW LOCK INTO FIRST COURSE BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1' WIDE x 0.063' THICK STRAP @ EACH POST FROM POST TOFOOTINGW/ (2) 010 x 3/4' S.M.S. STRAP TO POST AND 1)1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING BRI SCREEN, ACRYLIC & VINYL ROOMS F i is r VFF WALL AND FOt SCALE: 3/4' =1'-0' FOR 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) W 4" MIN. (2) #5 BAR CONT. 1 • -,- 5 BAR CONT. 2'' MIN2'-Ow' BEFORE SLOPE ALL SLABS) ' co 6. , vo 2• TYPE 11 TYPE III I TYPE I MODERATE SLOPE FOOTING STEEP SLOPE FOOTING FLAT SLOPE/ NO FOOTING 20 / 12" - V-10' > V-10" 0-2• / . 2" V)JNctea: , . f,, 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soilshallbeverified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, arid compacted prior to placement of concrete. uir d except whn addressing erosion until the project3. No footing other than 3-1/2" (4" no) patio coslabisreverexceeds2V-0"e Then a min mum of a Type II footing is n from the host structure of the carport or required. All slabs shall be 3-1/2' (4' nominal) thick. 4. Monolithic slabs and footings iermesh a Mesh, ForceTMllbeminimum2,500 si concrete with 6 x 6 - 10 x 10 welded wire e3TM (Formerly Fibermesh MD) per maufacturees r crack control fiber mesh. specification may be used in lieu of wire mesh. 5. if local building codes require a minimum footing use Type II fooling 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 11 footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4' =1'-0' Lawrence E. Bennett, P.E. FL # 16644 CML FNGpVM _ VMOpUWr CONSULTANT P.O. BOX 214U& SOUTH DAYTONA FL 32121 7E.LEPHO 1E: (M) 767-4774 FAX (tea) 7a74W C RC 1 - ._.. _.ter.,• __,,.... we 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 PICAL SLOPED SOLID,ROOF ENCLOSURE— - SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLIE! 8 F E SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 21436B. SOUTH DAYTONA, FL 32121 TELEPHONE: (366) T6747T4 FAX: (336) 767-65% PAGE Q COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. 3AIi r SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 112" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN-(3)#10 x 1 1/2" S.M.S. INTO;SCREW'BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE HOLLOW -UPRIGHT -TO -BASE -AND HOLLOW UPRIGHT TO BEAM DETAIL* SCALE: 3" = 1'-0" ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-112" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366. SOUTH DAYTONA, FL 32121 TELEPHONE: (356) 7674774 FAX: (386) 7674556 PAGE G11 3A-4 NCOPYRIOT TO BHTE REPR204 ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACkYLIC & VINYL ROOMS 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. ALTERNATE CONNECTION: 2) #10 x 1=" 1/2S.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. SIDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE T.. YPICAL &`ALTERNATE-CORNER_DETAIC SCALE. 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: ( 386) 767-47T4 FAX: ( 386) 767-6556 PAGE Q COPYRIGHT 2004 3A- 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & 'VINYL ROOMS 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 L 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 aT.Y.P_ICAL-UPRIGHT DETAIL 4' SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER 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" 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) 7674774 FAX: (386) 767.65% 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 Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1 = 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Roof Wall Over Hang All Roofs 100 MPH 10 / -10 9 20 / -30 110 MPH 10 / -11 11 20 / -36 120.MPH 10/-13 13 20/A3 123 MPH 10 / -14 14 20 / A5 130 MPH 10 / -15 15 20 / -50 140A MPH 30 / -17 18 30 / -58 140E MPH 30 / -18 18 30 / -58 150 MPH 30 / -20 20 30 / -67 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A-A Wind Zone Conversions for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others Roofs Walls Wind Zone MPH Applied Load SF) Deflection d) Bending b) Applied Load 5F) Deflection d) Bending b) 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 13 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.88 140B 18 0.90 0.85 18 0.92 0.88 150 1 30 0.76 1 0.66 21 0.87 0.82 Conversion Table 3A-B Wind Zone Conversions for Over Hangs All Room Types From 120 MPH Wind Zone to Others Wind Zone MPH Applied Load S Deflection d Bending b) 100 30 1.13 1.20 110 36 1.06 1.09 nr120-,t 43 1.00 1.00 123 45 0.98 0.98 130 50 0.95 0.93 140A 56 0.91 0.86 140B 56 0.91 0.86 150 67 0.86 0.80 Conversion Table 3A-C Conversion Based on Mean Height of Host Structure for Screen Rooms From Exposure 'B' to 'C' Span Multiplier Mean Host Structure Height Load Multiplier Pans Composite Panels 0,:151...0p 1.21 0.94 0.91 IS'- 20' 1.29 0.92 0.88 20'- 25' 1.34 0.91 0.86 25' - 30' 1.40 0.89 0.85 3A ii SECTION 7 SOLID ROOF PANEL PRODUCTS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL PAN ROOF ANCHORING DETAILS 10 x 3/4" S.M.S. @ 12" O.C. ' EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 767-4774 FAX: (366) 767.6556 PAGE COPYRIGHT 2004 7-2 NOT TO BE'REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation' ' Statewide Product Approval NFLID49: Manufacturers'. Proprietary Products: Aluminum Alloj 3105 H-14 orH-25 Foam Core E.P.S. #1 Density 3" x48"x.0.024,P_anels Foam Core E.P.S: #1.Density. Wind Region Open Structures Mono -Sloped Roof Screen Rooms• 8•Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 182 span 3 span 4 span 182 '.. span" 3 span 4 span 182 span 3 span 4 span 100 MPH 21'-4" 23'-10" 23'4" 20'4'' 1 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 20'7" 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,-B" 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" 1.0'-3" 11'-6" 11'-1" 4'-Y 150 MPH 1 12'-4" 13'-9" 13'-3" 12'-4". 13'-9" 13'-3" 9'-6" 10'-8" 1014" 3'-11" 3" x 48" x 0.030" Panels Foam Core E.P.S. #1 Density • ' ' Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 182 span 3 span 4 span 182 span 3 span 4 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'-B" 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" 254" 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 MPH 14'-5" 16'-2" 15,-7" 14'-5"' 16-2" 15'-7" 12'.8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16'-2" 15-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" W-0" 4" x 48" x 0.024" Panels Foam Core E.P.S. #1 Density - Wind Region Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 182. span 3 span 4 span 182 span 3 span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3", 24'-11" 24'-1" 17'-5" 19'-0" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 1.8'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1"' 21'4" 20'-7" 13'-9" 15'A" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-01 20'-9" 20'-0". 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'44" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13''-8" 4'-0" 140 MPH 13'-6" 15-1" 14- 13'-" 15'-1" 14'-7" 11' 13'-3 12'-9" 4'-0" MPH 13'615 1 14 13'-6" 15-1" 14'-7" 10' 124 114 4 0"1504" x 48" x 0.030" Panels Foam Core E:P_S_ 21 Density " Wind Region Open Structures Mono - Sloped Roof Screen Rooms 8' Attac6ed Covers Glass 8 Modular Rooms Enclosed Overhang / Cantilever All Roofs 1& 2 span 3 span 4 span 182'- span 3 span 4 span 182 span 3 span 4 span 100 MPH 26'-11" 30'-1" 29'-1" 25-8% 28'-9" 27-9" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-B"-. 26'-5" 25'-6" 18'-7" 20'4" 20'-1" 4'-0" 120 MPH 25'-8" 28'-9" 27'-9" 21%11" 24'-7" 23'-9" 15-10" 19%1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 26'-8" 21.'-4" 23'-11" 23'-1" 15'-5" 18'.6" 17'-11" 4'.0" 130 MPH 22'79" 25'-5" 24'-7" 20'-1". 22' S" 21'-8' 14'-7" 17'-5' 15'-9" 4'-0" 140 MPH 15'-7" 17'-5" 16'-10" 15:-7' 17'-5" 16'-10" 13'-8." 15'-3" 14'-9" 4'.0" 150 MPH 15'-7" 17'-5" 16'-10" 15'-7!' 17'-5" • 16'-10" 12'-8" 14'-2" 13'-9" 4'-0- Note: Total roof panel width = mom width + wall width:+ overhang'.. Lawrence E. Bennett, P.E. FL #16644• IMLE CUW CIVIL ENGINEER- DEVELOPMENT CONSULTANT Elite AlUITIInURI .Corporation P. O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: ( 386)7674774 ar pon lp ppygg 1801 N.W. 64th Street FAX: ( 356) 767,65% Ft. Lauderdale, FL 33309 Tel: ( 954) 491-3700 Fax: (954) 491-1433 PAGE COPYRIGHT 2004 7- 34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WR17EN PERMISSION OF LAWRENCE E. BENNETT. P.E. FASTENERS SECTION 9 ' CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T-BOLT BOLT ANr'1-If7R CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16W CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (356) 767-4774 FAX: (386) T67.65% COPYRIGHT 2884 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 9-1 SECTION 9 FASTENERS Table 9.1 Allowable Loads for Concrete Anchors Screw Size d = diameter Embedment Depth in.) Min. Edge Dist. & Anchor Spacing 5d (in.) Allowable Loads Tension Shear ZAMAC NAILIN (Drlve Anchors) 114" 1-1/2- 1-1/4' • 273# 236# 2" 1-114 316# 236# TAPPER (Concrete Screws) 3116" 1-114" 15116" 288# 167# 1-3/4" 15/16" . 371# 2599 114" 1-114" 1-114" 427# 200# 1-3/4" 1-1/4' 544# 216# 318" 1-1/2" 1-7/8" 511# 402# 1-3/4" 3-3/8" 703# 455# POWER BOLT (Expansion Bolt 114" 2" 1 1-1/4" 1624# 261# 5116" 3" 1-7/8" 1 936# 751 ft 318" 3-1/2" 1-7I8" 1,575# 1,425# 112" 5" 1 2-1/2" 2,332# 2,22D# POWER STUD (Wedge Anchor) ur, 2-3/4" 1-114 812# 326# 318" 44 /4' 112" 6" 2-1/2" 2,271# 1,218# 518" 7" 2-1/4" 3,288# 2,202# Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for Wind load. 6, Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2" x 6" beam with: spacing = 7'-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS = 1/2(20A2') x 7' x 10# / Sq. Ft. ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.7D# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (385) 767-GM Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 lid 1.11 1.60 9d 1.14 1.80 10d 1.18 2.00 11d 1.21 12d 1.25 I PAGE A-Z 1 NOT OBE REPRODUCE, IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I FASTENERS SECTION 9 Table 9.4 Maximum Allowable Fastener Loads for SAE Grade 5 Steel, Fasteners Into 6063 T-6Alloy Aluminum Framing As Recommended By Manufacturers) Self -Tapping and Machine Screws Allowable Loads Tensile Strength 55,000 psi; Shear 24,000 psi Screw Allowable Tensile Loads on Screws for Nominal Wall Thickness t') (lbs.) Size Nd t 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" 8 0.164" 182 207 228 298 340 381 10 0.190" 211 240 264 345 393 441 12 0.210" 233 265 292 382 435 488 14 0.250" 278 316 347 455 518 581 789 114" 0.240" 267 303 333 436 497 558 758 5116" 0.3125" 347 395 1 434 1 568 647 726 986 3/8" 0.375" 417 473 521 682 776 871 1,184 1/2" 0.50" 1 556 631 694 909 1,035 1,162 1,578 Allowable Shear Loads on Screws for Nominal Wall Thickness ('t') (Ibs.) Screw Single Shear Size Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" 8 0.164" 175 199 219 286 326 366 10 0.190" 203 230 253 332 378 424 12 0.210" 224 255 280 367 418 438 1111114 0.250" 257 303 333 436 497 558 758 114" 0.240" 256 291 320 419 477 535 1 727 5/16" 0.3125" 333 379 417 546 621 697 947 3/8" 0.375" 400 455 500 655 745 836 1,136 1/2" 0.50" 533 606 667 873 994 1,115 1,515 Allowable Shear Loads on Screws for Nominal Wall Thickness ('tj (lbs.) Screw Double Shear Size Nd 0.044" 0.050" 0.055" 0.072" 0.082" 0.092" 0.125" 8 0.164" 350 398 438 572 652 732 10 0.190" 406 460 506 664 756 848 012 0.210" 448 510 560 734 836 076 14 0.250" 534 606 666 872 994 1116 1516 1/4" 0.240" 512 582 640 838 954 1070 1454 5/16" 0.3125" 666 758 834 1092 1242 1394 1894 318" 0.375" 800 910 1000 1310 1490 1672 2272 1/2" 0.50" 1066 1212 1334 1746 1988 2230 3030 Notes: 1. Screw goes through two sides of members. 2. All barrel lengths; Cetus Industrial Quality. Use manufacturers grip range to match total wall thickness of connection. Use tables to select rivet substitution for screws of anchor specifications in drawings. 3. Minimum thickness of frame members is 0.036" aluminum and 26 ga. steel. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA, FL 32121 TELEPHONE: (366) 7674774 FAX: (366) 767-6556 I© NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I PAGE 9_5 I FASTENERS SECTION 9 Table 9.7 Aluminum Rivets with Aluminum or Steel Mandrel Aluminum Mandrel Steel Mandrel Rivet Diameter Tension (lbs.) Shear Tension (lbs.) Shear 118" 129 176 210 325 5132" 187 263 340 490 3N V 262 375 445 720 Table 9.8 Alternative Angle and Anchor Systems for Beams Anchnrpri tn Walls_ Llariahts. or Carrier Beams Maximum Screw I Anchor Size Extrusion Type Size Description To Wall To Upright I Beam Angle 1" x 1" x 0.045" 3/16" 10 Angle 1" x 1" x 1116' 0.063" 3/16" 12 Angle 1" x 1" x 1/8" 0.125" 3/16" 12 Angle 1-1/2" x 1-1/2" 1/16" 0.062" 114" 12 Angle 1-1/2" x 1-1/2" 3116" 0.188" 1/4" 14 Angle 1-1/2" x 1-112" 1/8" 0.062" 1/4" 14 ' Angle 1-3/4" x 1-3/4" x 1/8" 0.125" 114" 14 Angle 2" x 2" x 0.093" 318" 3/8" Angle 2" x 2" x 118" 0.125" 5/16" 5/16" Angle 2" x 2' x 3/16" 0.313" 1/2" 1/2" U-channel 1-3/4" x 1-3/4" x 1-314" x 1/8" 1 3/8" 1 #14 U-channel 1" x 2-1/8" x 1" x 0.050" 1 5116" 1 5/16 U-channel 1-1/2" x 2-1/8" x 1-1/2" x 0.043" 1 1/2" 1 #14 Note: 8 Oi Screw$ ID Deam, Wan, anuivr pvst cyuui w ucyui v1 Unam Table 9.9 Minimum Anchor Size for Extrusions Wall Connection Extrusions Wall Metal Upright Concrete Wood 2" x 10" 1/4" 14 1/4" 1/4" 2" x 9" 114" 14 1/4" 114' 2" x B" 114" 12 1/4" 12 2" x 7" 3116" 10 3116" 10 2" x'6" or,less 3116" 8 3/16" 8 Note: Wall, beam and upright minimum anchor sizes shall be used for super gutter connections. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214358, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.65% I PAGE Q COPYRIGHT 2084 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-7 FASTENERSsti,: SECTION 9 I Table 9.10 Alternative Anchor Selection Factors for Anchor / Screw Sizes Metal to Metal Anchor Slze 8 10 12 14• 5/16" 3/8" 8 1.00 0.80 0.58 0.46 0.27 0.21 1of" 0.80 1.00 0.72 0.57 0.33 0.26 12 - 0.58 0.72 1.00 0.78 0.46 0.36 r - #14 0.46 0.57 0.78 1 1.00 1 0.59 1 0.46 5116" 0.27 0.33 1 0.46 0.59 1 1.00 0.79 318" 0.21 0.26 0.36 1 0.58 1 0.79 1.00 Alternative Anchor Selection Factors for Anchor / Screw Sizes Concrete and Wood Anchors concrete screws: 2" maximum embedment) Anchor Size 3/16" 1/4" 3/8" 3116" 1.00 0.83 0.50 0.83 1.00 0.59 3/8" 0.50 0.59 1.00 Dyna Bolts (1-5/8" and 2-1/4" embedment respectively) Anchor 3/16" 1/2" Size 3/16" 1.00 0.46 1/2" 0.46 j 1.00 Multiply the number of #8 screws x size of anchor/screw desired and round up to the next even number of screws. Example: If (10) #8 screws are required, the number of #10 screws desired is: 0.8 x 10 = (8) #10 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEI/ELOPMEKT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (304) 767-4774 FAX: (306) 767-GM PAGE COPYRIGHT 2004 9-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. January 01, 2006 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386=767=4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/companyisherebyauthorizedtousemy20.04 ed "ALUMINUM STRUCTURESDESIGNMANUAL" during the year 2006. When we publish anddistributethe2006edofthe "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder. of 2006. Our authorization is based on a January to January basis reRuardlessoftheeditionofthemanual. This authorization also applies tocontractormasterfiledrawings, ONE PERMIT ONLY" drawing; or anysitespecific" drawings that I may furnish the contractor. Timothy J. Orie SC C056770 Superior Aluminum 3005 Forsyth Road Winter Park, FL 32792 They are hereby adde Should you have convenience. Sincerel'yj La to my 2006 MASTERFILE LIST uestions please contact me at your 1664 Florida Building Code Online r Page 1 of 3 r 'ir 'Nr 'ir Overview Product Search Organization Product Search Application User: Public User - Not Associated with Organization Need Help Application #: FL1575 Date Submitted: 01/26/2004 Code Version: 2001 Product Manufacturer: Custom Window Systems, Inc. Address/Phone/email: 981 N.E. l6th Street Ocala, FL 34470 352) 368-6922 Technical Representative: Michael LaFevre Technical Representative Address/Phone/email: 3611 Monad Street North Port, FL 34286 grand_sport—il@msn.com Quality Assurance Representative: John Bankey Quality Assurance Representative 981 NE 16th Street Address/Phone/email: Ocala, FL 34470 JohnBankey@cws.cc Category:. Windows Subcategory: Wind Breaker Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year ASTM E 330- 2002 02 Certification Agency: Quality Assurance Entity: Validation Entity: Authorized Signature: Keystone Certifications, Inc. Nancy Haldin http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1575&RV=O&fm=ROSrch 1 l /21 /2005 Florida Building Code Online Page 2 of 3 Nancy@cws.cc Evaluation/Test Reports Uploaded: Installation Documents Uploaded: Product Approval Method: Method 1 Option A Application Status: Approved Date Validated: 01/26/2004 Date Approved: 03/03/2004 Date Certified to the 2004 Code: Page: royc i i i Go pp/Seq Product Model # or Model Limits of UseNameDescription 75mph winds windbreaker); Product is labeled requirement for Horizontal Slider removal when winds1575.1 Acrylic 110x96 exceed 75mph: Window vents shall be removed when winds exceed 75mph as per FL Building Code. 75mph winds windbreaker); Product is labeled requirement for 4T Vertical Pin removal when winds 1575.2 inyl 8x72 exceed 75mph: Window vents shall be removed when winds exceed 75mph as per FL Building Code. 75mph winds windbreaker); Product is labeled requirement for 2T Horizontal removal when winds 1575.3 Vinyl Slider 72x72 exceed 75mph: Window vents shall be removed when winds exceed 75mph as per FL Building Code. 75mph winds windbreaker); Product is labeled requirement for 1575.4 Vinyl 2T Vertical Pin removal when winds exceed 75mph: Window8x72 vents shall be removed when winds exceed 75mph as per FL Building Code. 75mph winds windbreaker); Product is labeled requirement for http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1575&RV=O&fm=ROSrch 11 /21 /2005 Florida Building Code Online Page 3 of 3 575.5 575.6 [Vinyl removal when winds exceed 75mph: Window 4T Vertical vents shall be removed Spring 48x72 when winds exceed 75mph as per FL Building Code. 1.</= 75mph winds windbreaker); Product is labeled requirement for 2T Vertical removal when winds Spring 48x72 exceed 75mph: Window shall be removed Fventshen winds exceed 5mph as per FL Building Next I .`s.r.--^-. .i i:ri.- +ice. '^r...._r....:.a.. - __ v... '". _r. .i._._ ','. '..:+i :. a: :J Verlbl9n 1G' Secured Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. J VE RIFY http://www.floridabuilding.org/pr/pr_detl.asp?]PT=I 575&RV=O&fm=ROSrch 11 /21 /2005 0 SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN WINDOW FLANGE & — SCREEN ENCLOSURE 8 INSTALLATION SCREW ANCHOR WINDOW I FRAME HEAD EXTERIOR WINDOW FRAME SILL 8 INSTALLATION u u SCREW ANCHOR CAULK BETWEEN WINDOW FLANGE & — SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS SECTION A -A 3/16" MAX. SPACE WINDOW HEIGHT 3/16" MAX. SPACE WINDOW WIDTH A - I EXTERIOR ELEVATION B WINDOW HEIGHT WINDOW WIDTH 3/16" MAX. SPACE WIDOW FRAME SCREEN ENCLOSURE JAMB MEMBER BY OTHERS EXTERIOR SECTION B-B 8 INSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW FLANGE & SCREEN ENCLOSURE MOTES: 1) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 2 INSTALLATION ANCHORS, #8 SCREWS. MUST BE SPACED 6" MAX. FROM CORNERS AND SPACED 24" O.C. MAX. 3) CAULK BEHIND WINDOW FLANGE WITH LATEX CAULK, APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE. CUSTOM _WINDOW SYSTEMS, INC. OCALA, FLORIDA 17LE- ACRYLIC WINDOW O.S.M. t INSTALLATION DETAIL FOR PORCH ENCLOSURES L. R NO. ORR.Y AB --- DfiiE:_ 5/20/02 SCALE: N.T.S. y CWS SH T: ^1 OF 1 r -, .. 6aimsmA6.1 iY 41 a16r1 Q Ial U ill 11 '. Permit Number Parcel Identification Number 3l -t 9-3 1-511- J Goo - maa-o Prepared by. M . R a.1 ficn bo-c.ik Return to: NOTICE OF COMMENCEMENT State of re'o/z' /)"17 County of '3 0 f-?,, , O ZN SUPERIOR Ai 1MfjNiLIM INSTAi_ i_.yT101\1.c , iNC. 3005 Forsyth Road Winter Park, FL 32792_8298 MARYANNE MORSE, CLERK OF CIRCUIT COURT EMINOLE COUNTY K. 06216 Pg 0959; (lpg) IE LERKIS # 2006065987 ECORDED 04/25/2006 10:05:33 AM CORDING FEES 10.00 CORDED BY G Harford CtKlll• itu Gu' , 1MARYANNF MORSE. 2006 OLERK OF COUNTY. FLO RDB ll. CLERK 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. 1. Description of property (legal description of the property, and street address if available) L P 6 L 0 T Z 8 /54/4 6 4v,94 1,67—ely p,q rc S Sic / lo& 16 f-t8 2. General description of Improvement(s) c ivs ,- !Z vc Z Z x i,'- Scrtr. 200.-- 3. Owner Information Name Te nv 1--N «o "' Telephone Number 4/0 7 - -3 Address 10 --1 f_= C 1-1 PL Fax Number r= c 3 z 77 i Interest in Property: 4. Fee Simple Title Holder (if other than owner shows above) Name Telephone Number Address Fax Number 5 Contractor Name w(' " '"" """ "'' Telephone Number Address Fax Number 07 _ ? , Ss` v i' 4rii F rz, c 3 2 7S z, 6. y Surety (if any) e : Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any Name Telephone Number Address Fax. Number 8. 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 Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number s 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless differentdateisspecified): Z/ Date Signed Sig ure of Owner (NM: per 713.13(1)(g), "owner m t sign... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this day of r 20 _ by who is personally crown to me OR produced as identification. ROBYN WHITAKER Notary Public, State of Florida My comm. expires Dec. 2, 2008 No. DD 376604 Bonded thru Ashton Auency. Inc. I800145W90 ctake 0t SE A ryQOexP es0p0316604 • .. r Signature of