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Home My WebLink About152 Wood Ridge Trl (2)F CITY OF SANFORD, FLORIDA APPLICAiION.FbR BUILDING PERMIT PERMIT ADDRESS Total Contract Price of Job Describe Work Type of Construction Number of Stories Occupancy: Residential vAkAPAeh*nwAphA PERMIT NUMBER . Flood Prone (YES) (NO) Number of Dwellings Zoning Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) + TAX I.D. NUMBER J OWNER /1' , y. Mp/JJ f T PHONE NUMBER //073S 7675 ADDRESS 5.2 L=)B/l0 RSD0i.:9ri CITY STATE fir_ ZIP 3277 TITLE HOLDER ADDRESS CITY BONDING ADDRESS CITY IF OTHER THAN OWNER) COMPANY ARCHITECT ADDRESS _ CITY STATE ZIP STATE ZIP STATE ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR C&-WI-iQ0-6 o0 4eopll Vcl et PHONE NUMBER l/O% 23 -6GVD ADDRESS ST. LICENSE NUMBER CITY C , STATE L ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. w**********•**********w****w*****ww*** y ro Z 4M0 a -//.0/ o ar Signature Owner/Agent & Date Signature of Contractor & Date 0 n '< AM oellml- 41 m Type or I>rint Owry r/Ag nt Name Type or Print Contractor's Name 14 x 3 Signat c ihWIR 6ealia e r+oTnrr o My Comm Exp. 6/27/2003 No. CC 846653 I I Perswally Khown I I Other I D Signature of Notary & Date Official Seal) Application Approv BY: iGC / d Date: FEES: Building i4 Radon Police Fire Open Space Road Impact Application I PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ADMIN) Md C THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL IF JP i 40^.., GENERAL Parcel Id: 32-19-30-5GS-0000- Tax District: S1-SANFORD 0270 VALUE SUMMARY Owner: MORACE JOEY A & Dor: 01-SINGLE Value Method: Market FAMILY Number of Buildings: 1 Own/Addy: HERBISON MARCY J Depreciated Bldg Value: $77,193 Address: 152 WOOD RIDGE Exemptions: 00 TRL HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $20,400 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 152 WOOD RIDGE Property Address: TRL SANFORD 32771 ust,i..;; ;; , ,:, .... $97.593 Subdivision Name: KAYWOOD REPEAT Assessed Value (SOH): $93,823 Exempt Value: $25 000 SALES Taxable Value: $68.823 Deed Date Book Page Amount Vacllmp Tax Bill Amount $1 478 WARRANTY DEED 08/1997 03281 1842 $106,000 Iff aved Fins' ,7thin th; LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Units Unit Price Land Value Method g P LOT 27 (LESS RD) KAYWOOD REPEAT PB 30 PGS27&28 LOT 0 0 1 000 20,400.00 $20,400 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1997 8 2,125 1 582 CB/STUCCO FINISH $77.193 $78,76B Appendage / Sgft GARAGE FINISHED / 513 Appendage / Sgft OPEN PORCH FINISHED / 30 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ire_web. seminole_county_title?parcel=3219305GS00000270&cpad=wood%20ridge&cpad_01 /02/2002 N y Parcel Information 13 December 2001 Page 1 of 2 Parcel:32-19-30-5GS-0000-0270 Property:152 WOOD RIDGE TRL SANFORD, FL 32771 Owner:MORACE JOEY A & Mailing:HERBISON MARCY J 152 WOOD RIDGE TRL SANFORD, FL 32771 8840 Legal: LOT 27 (LESS RD) KAYWOOD REPLAT PB 30 PGS 27 & 28 TRY: 2002 TD: S1 DOR: 01 SANFORD SINGLE FAMILY Exemption 00 HOMESTEAD Homestead Year Granted: 1998 Amendment-10 Amendment-10 Prior Year Total Re Appraised Addtion Total Land Value 20,400 20,400 20,40 Extra Features 0 Building Value 77,193 77,193 77,193 Income Value otal Just Value 97,693 97,593 7.1 97,593 7.1 orrect Assd/Admin Value lassified Value mend 10 Adjustment 3,77 3,770 3,770 otal Assessed Value 93,82 93,823 3 1 1 $93,823 3 SALES Sale Deed IDescripiion I Sale Date PRB Book QRB Page Sale Amt ril QC Q WD WARRANTY DEED 1 08/01/1997 1 03281 1 1842 1 $106,00q I I 03 LAND CODE Land Rate jAg Ratel Land Area I Frontage IDITI Depth Class Value Adj jOvd Reason Just Value AL I $20,400.Oq O.Oq 1.00q 0.0 0 20,40 20400 Total: 20,40 5R1;70io Page 2 of 2 Parcel Information 13 December2001 t, v Parcel: 32-19-30-5GS-0000-0270 Bldg Num: 1 Base Built: 1997 Base Eff: 1997 Tax Roll Yr: 1998 Bldg Type:01 SINGLE FAMILY Base Area: 1,582 BASE Floor Height Room Fixture 1 8 STRUCTURAL ELEMENTS CODE Description Points OVD 0002 LVG FTG 6 0101 PLB AVG 6 0209 B/STUCCO 31 0300 NONE 0 0402 ABLE/HIP 10 0503 OMP SHNGL 5 0612 ARPET 4 0707 DRYWALL 28 0808 HTICLN PKG 5 0903 AVERAGE 5 APPENDAGE Seq Code Actual Adj Ovd TRY 1 GRF 513 27 2 OPF 3 EXTRA FEATURES 7bb Ia tr a l Ptep+Wod r - Imo' - . Addrao0,1%L 7 Permit No. NOTICE OF'COMMENCEMENT STATE OF _ 4G A COUNlY OF L;remrw 46-. Tax Folio No.___ THE UNDERSIGNED hereby gives notice that improvement 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 Description of property: (legal descri tion of pro crty, and street address if available) tee,fof,ufd27 X Yu>0100 i,5-A WOOD Ai,006- T,Q/ 2. Gene:sl description of improvement: CERTIFIED COPY 3.Owner information o C a. Name and address: S2 wv v0 of, %0!e Tlta.jc b. Interest in property: e. name and address of fee simple titleholder (if other than owner): 4. Contractor. (name and a ess) S. Surety a. Name and address: S f Ai e `G 3.27.73 MARYANNE MQRSE CLERK OF CIRCUIT 00.ff SEMIN LE.000I ))- 1v "(` J DEC 13 20M F IIN1111111111111111111111111111111111101111111111III11111 MHRYMW MURSE, CLERK OF CIRCUIT CURTb. Amount Of bond S SEMINULE CUlM11.Yi BK 04236 'PG 1932 CLERK'S # 2001789063 IL Lender: (name and address) RECURDED 12/13/2001 02,29,01 pM RECURDINS FEES 6.00 RECORDED BY L McKinley 7. Persons within the State of Florida designated by Owner upon whom noiices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: name and address) L In addition to himself, Owner designates the following person(s) to receive a copy of the i3enor'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 imless a different date is specified) y:Vhlse `} Sworn to and subscribed before me/ day of Signature of Notary Public) Notary's Name Notary's Commission 11N Z712 3 n [xp 53NoCCg466 40v thl)l Jox- Signature of Owner) Owner's Name t Ul Nto aee Owner's Address 152Tray FL 32:1 1 1. 1ll VgVP.MA* 1o" M= i TwEa oR Rvr= LzamL7 m comrLY wrrH RECOPDP40 RE :1ME"Unm 1 00 for SHOEMAKER CONSTRUCTION COMPANY Legal Description ari of Lot 27. KAYHOOD REPI AT. According to the plat thereof as '-erord,d in Plat Ronk 30. Pages 27 and Z8, of the Pub ords of Seminole County. Florida. beine more particularly described as follows: BEGINNING at the Northeast Corner d Lot 27. thence run S.31'06'07"I-1., alorio the Southeasterly Lire of said lot 27. a distance of 172.14 feet: thence r, t9"56'32'IJ., parallel with and 25 feet North of the South Line of said -Lot V. a distance of 106.06 feet: thence run N.Oi 41"E. 113.49 feet to a point on the Northwesterly Line of said Lot 2i: thence run N.59"08'Z8"E., along said Northwester Line. 166.88 feet to the most Northerly Corner of said Lot 27: thence run Southeasterly. along the Northeasterly 11 said Lot 27 and along a curve concave. Northeasterly and having a radius of 150.00 feet. a distance of 73.49 feet throu antral angle ( 28*04*21" to the Point of Beginninq• SURVEY NOTES: 1) The street address of the above described property is iS3 Wood Ridge frail. 2) The above described property lies in a Flood Zone x, 3) Bearings shown hereon are based on the South Line of said Lot 27 being N.89°56'32"E. SUREVYOR'S CERTIFICATE is is to certify that 1 have mode a survey of the above described property and that the plat hereon delineated is uritte revreseritatiun of the same. I further certify that this survey meets the Minimum Technic Al andards as set for the Florida Board of Profesilonal Surveyors and Mappers in Chapter 61G17-6. Florida Administrat Code, pursuant tion 472.027 of the iFlorida Sttaato S. \ KITNER SUREVVING \ R. BLAIR KITNER - P.S.N. No. 3382 P. 0, BoR 823 - Sanford. Florida 32172 407) 3ZZ-2000 - Survey date: 25 March 1997 'r X"t# rW FirJ4t 1AMV('f- 9 JULY P"7 ENTTFIEO CORP4ECT TW WT A. atiwAEE / MStLUTC TITLE ri0E1CY \ G TOELITT MATIQOC TITLE r Irt;T Up"N rWTG GE CWo, / •acute /a - Kw yW Lim otp t/w LIMM 40 vft .^ rYry LpfAT10Y SK4T441t 1 * S'U AsSOc F= F OgIOP\ Central Aluminum SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 gno 407) 323-6010 • (904) 715-4751 License Numbers RX-0021055 and SC-0056754 N. L/u7- ass6 - 7S13 to, </7- 3i2 - /7'eC FOR ADDRESS JOB# PORCH POOL 7 DOORS COLOR SCREEN CUSTOMER GUTTER & ACC. ( 3 q' SU a/jl 214 Cl ROOF . ANGLE L K/P I /''/ l/itY / COLOR G f1 TTcfor» TE c X BRACING CABLE BENNETT ENGINEERING X2 ja\ YCO IN r x N G G o 6 M v M 60 6C? 7a„ a 0 xL 3a , 1x li2d? ' xl 6"'2 ti SECTION 1 SCREENED NCLOSURES 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 0 BARS W/ 3" COVER TYPICAL) ALUMINUM FRAME SCREEN WALLI CAP BRICK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD X BEARING BRICK WALL ALTERNATE CONNECTION OF co SCREENED ENCLOSURE FOR BRICK OR OTHER NOW 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 BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 2'-0" MIN. (1) #5 BAR CONT. BEFORE SLOPE + (1) #5 BAR CONT. C') (J 41 TYPE[ 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. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767A774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 2000 1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNEri, P E. V V i G t l\ i V 4 I V v V' V V r .. v -- r • -- -. NOTE: MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) r1P- \ 2' x 5' UPRIGHT OR LARGER P ' 1 2' x 4' UPRIGHT 2' x 2' PURLINS ATTACH TO BEAMS WITH (3) 010 x 1-1/2' S.M.S. INTO SCREW BOSSES 2' x 2' MAY BE ROTATED TO r`" ' :;.....::...... ACCOMODATE SCREEN 6 2-x4- S.M.B. 1' x 2' SNAP SECTIONS 2w x 5• M ATTACH TO 2• x 2' W/ 2"x6'SMB 10 x 1-1/2' S. M. S. ® 24' O.C. OR CONTINUOUS SNAP f''ii:::C::: w2x7 S.M.B. SECTIONS OR 2' x 3' (4) 2' x F S.M.B. SPLINE GROOVE SECTION 2' x 9" S.M.B. BEAM OVERLAP CONNECTION OR GUSSET o i K 2' x 3' UPRIGHT MUST BE NOTCHED FOR 2' x 2' ROOF PURLINS o 6 FASTENER SIZE, NUMBER AND m m m x PATTERN (SEE TABLE 1.6) O1 N rn N x r • x x x N 0Zv0 m x N SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-4456 SEAL PAQH Q COPYRUQMT 2000 NOT TO ME RJEPIt000 0IN WHOLE Oft IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ' F 4 e W a CONNECTOR MAY BE (2) C w PRIMARY BEAM SEE TABLE 1 . 1 OR 1 . 8) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL 'U' wCHANNELEACHSIDEOFo CONNECTING BEAM WITH SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. @ 3/4" LONG CARRIER BEAM REQUIRED EQUAL TO BEAM DEPTH SEE TABLE 1.5) NOTE: SEE SECTION 9) EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 3) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION 1" x 2" OR 2" x 2" ATTACHED TO WALL WITH #10 x 2" S.M.S. 16" O.C. HOST STRUCTURE MASONRY OR FRAMED WALL SELECT FASTENERS FROM SECTION 9 BEAM TO WALL CONNECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O BOX 4368, SOUTH DAYTONA. FL 92121 TELEPHONE (904) 7874774 FAX (961) 767-45550 SEAL PAGE p COPYIRICWT 2000 1-13 NOT TO BE REPROCEO W WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. OU JloKttNtIJ tNULUJUKCJ 0.05(' H-CHANNEL OR GUSSETS 0 0 U U 000 J 4UJ 5• 3> WO a _ LENGTH OF KN BRACE 2) 2' SCREWS (SEE SECTION 9 FOR SCREW SIZES) 0 0 ® I REQUIRED KNEE BRACE OO MINIMUM SIZE AND CONNECTION ( SEE TABLE 1.7) 2' STRAP - LOCATE AND FASTEN SEE DETAILS PAGE 1-16) 2' x TANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER GUTTER O O JCIi 1 IVIV 1 COMPOSITE 2' x 3" EAVE GIRT POST TO BEAM FASTENING SEE TABLE 1.6) SELF MATING BEAM SIZE VARIES) SCREEN ( MAY FACE IN OR OUT) HOST STRUCTURE ROOFING SUPER GUTTER 5" SHOWN IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE FASCIA AND SUB -FASCIA CANTILEVERED BEAM CONNECTION DETAILS MAXIMUM DISTANCE TO HOST STRUCTURE WALL 36" WITHOUT SITE SPECIFIC ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL n FASCIA - DETAIL 3 SOFFIT Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSULTANT P. O. BOX 4366, SOUTH DAYTON& FL 32121 TELEPHONE ( 904) 767-4774 FAX ( 004) 7674656 SEAL PAGE Q COr'YRJGHT 2000 1-21 NOT TO BE REPROO p IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREENED ENCLOSURES 1' x Y EXTRUSION ANCHOR TO CONCRETE W/ 1/4' x 2-1/2' CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND @ 24' O.C. MAX. SECTION POST SIZE 2" x 4" MAX. SCREWS OR THRU-BOLTS SEE SECTION 9) MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL 1 1' x 20 EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2' CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24' O.C. MAX. OR THROUGH ANGLE AND ® 24" O.C. MAX MIN. 3-1/2' SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST SIZE (SEE TABLE) 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIRRAILS AND PURLINS ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL I' x 2' EXTRUSION ANCHORTO CONCRETE W/ 1/4' x 2-114' CONCRETE ANCHORS WITHIN 6' OF EACH SIDE OF EACH POST AND.® 24' O.C. MAX. MIN. 3-10 SLAB 2500 P-S-I. CONCRETE 8 x 8 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL POST SIZE (SEE TABLE) Lawrence E. Bennett, P.E. Clva ENGINEER - DEVELOPMENT CONSUL TANT P O Box 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (804) 7674774 FAX (9W) 7676556 COPYRIGHT 2000 NOT TO BE REPROOLICEO W WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE TT, P E SEAL PAGE 1-35 SCREENED ENCLOSURES SECTION Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads 120 M.P.H. or less and LaUtudes below 30• North Load Width 'W" - Beam If beem epeokpMaxirfttfrnVfor a 2 x 4' x 0.038' x 0.100* Self -Mating Beam i Interpolation of tables is sllowed.th of knee brace. Add horizontal length of knee brace toAbovespengdonotW"NJS WWQ above opens for total beam spans. Purtln gyp shay not exceed 7'- 0' . For beam spans greater than 40'-0' the beam at the q nand ona purtin for each 14'-0' on each side of the center purtin shall include lateralowleruriins brscirV as shown lo detall (4V-O') span with purtins at 7'- 0- o.c. center purtin and (2) p each aide of oarlrer WW+ reed "" bram'e• t spans more Non is ttsnded that the the uprightht used fored on any screen enclosure screen enclosures over 56-0eshall be one seection asmall it umuMan the beam section. SpenW are based On 120 M.P.H. wind load. Multiply spanslheights by 0.85 for 140 M.P.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O BOX 436a. SOUTH DAYTONA. FL 32121 TELEPHONE (W4)767-477 FAX (904) 767a656 REAL PAGE p coPyRK*ff 2000 1-43 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF UIWRENCE E BENNETT, P E SCREENED ENCLOSURES SECTION 1 Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) Post / Upright Height) Aluminum Alloy 6063 T-6 Hollow Sections Tributary Load Width = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Height H" 2" x 2" x 0.036" 7'-6" 6'-6" 5'-10" 5'-4" 4'-11" 4'-7" 4'-4" 2" x 2" x 0.044" 8'-3" 7'-2" 6'-5" 5'-10" 5'-5" 5'-1" 4'-9" 2" x 2" x 0.055" 9'-0" T-10" 6'-11" 6'-5" 5'-11" 5'-6" 5-2" 2" x 3" x 0.045" 10'-11" 9'-5" 8'-5" 7'-9" 7'-2" 6'-8" 6'-4" 2" x 4" x 0.050" 14'-11" 12'-11" 11'-7" 10'-7" 9'-9" 9'-2" Self Mating Sections Tributary Load Width = Upright Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable He ht "H" 2" x 4" x 0.038" x 0.100" 2" x 5" x 0.050" x 0.100" 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" x 8" x 0.072" x 0.224" x 9" x 0.072" x 0.224" x 9" x 0.082" x 0.306" 16'-9" 20'-9" 24'-5" 27'-5" 35'-7" 39'-6" 42' 7" 14'-6" 17'-11" 21'-2- M23'- 9"21'-3" 12'-11" 16'-1" 18711" 27'-7" 30'-7" 33'-0" 11'-10" 14'-8" 17'-3" 19' 25'-2" 27'-11" 10`11- 13'-7" 15'-11" 17'- 11" 23'4"21'10" 25'-10" 10'-3" 12'-9" 14'-11" 16'-9" 24'-2" 9'-8- 11'-11" 14'-1' 15'-10' 2" 20'-7" 2" 22'-9" 2" Snap Sections Tributary Load Width = Upright Spacing 3'-0" 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 1 9'-0" Allowable Hei ht "H" 2" x 2" x 0.036" 2" x 3" x 0.045" 2" x 4" x 0.045" 2" x 6" x 0.062" 2" x 7" x 0.062" 9'-10" 12'-6" 15' 4" 26'-4" 29'-4" 8'-7" 10'-10" 13' 3" 22'-10" 25'-5" 7'-8" 9'-8" 11' 10" 20'-5" 22'-8" 6'-11" 1 8'-10" 10'-10" 18'-8" 20'-9" 6'-6" 8'-2" 10'-0" 17'-3" 19'-2" 6'-1" 7'-8" 9'-5" 16'-2" 17'-11" 5'-8" 7'-3" 8'-10" 15'-3" 16'-11" Using screen panel width "W" select upright length "H". Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20' in mean roof height. Example: Screen panel width "W" = 4'-0"; Maximum "H" for a 2" x 4" x 0.038" x 0.100" Self Mating Beam Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E. SEAL PAGE 1-45 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS, SECTION 2 Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Ai__1... AIIn RnR3 T-A Beam Size Minimum Post Size Thru-Bolt L=D+/." Minimum Knee Brace' Min. # Knee Brace Screws1/4" o 3/8" a 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 4" x 0.038" x 0.100" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 5" x 0.050" x 0.100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2' x 3" x 0.050" 3 #8 2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #10 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" 3 #10 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050' 3 #12 2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 1 3 2" x 4" x 0.050' 3 #14 2" x 9" x 0.082" x 0.306" Self Mating Beam 3" x 3" x 0.125" 4 1 3 2" x 4" x 0.050' 3 #14 The minimum number or tnru Dols is t&b Minimum post/beam may be used as minimum knee brace r•__.:___ u-... L.. .., 97n-f Arua fnr Careort PoStS avw . .........a- -------------- Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Ft.' 20 #/Ft.' 23 #/Ft.' 26 #/Ft.' 32 #/Ft? Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions" Rating # Uplift Maximum Attributable Roof Area In square Feet 1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 1 16 1'-4" x 1'-4" x 1'-4' 1000 59 50 43 1 38 31 1'-6' x 1'-6" x V-6" 1320 77 66 57 51 41 1'-8' x 1'-8" x 2'-0" 2040 120 102 89 78 64 1'-8" x 1'-8' x 2'-6" 2540 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83 2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103 2'-6" x 2'-6" x 2'-0" 4000 270 230 20 177 1 44 2' 6" x 2' 6" x 3'-0" 4800 324 276 240 212 17272 Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre -Cast Block Footing 4.. A" st 9d" below nrnfie with 80 # bao Dre-mix concrete and backfilled to grade. Pre -cast rooting moun Dimensions t l.+ 7 -__ Uplift Rating # Maximum Attributable Roof Area In S uare Feet 1 80# Bag 1734 102 87 76 167 54 1 80# Bag 1,819 107 91 79 1 70 57 1 804 Bag 1,904 112 95 83 1 73 60 Note: Maximum uplift on post is determined by muitlpying maximum aunuumuia 1UU1 W.- - -PH^ Example: Post tributary roof area = 77' Applied load for 110 MPH wind zone = 20#/Sq. Ft. Uplift on post = 77 x 20 = 1,540# Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 Q COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. SEAL PAGE 2-25 SECTION 5 ROOF OVER SYSTEMS SEAL Table 5.4 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads for Roof Overs Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels 4" x 48" x 0.019" Panels Wind Applied Overhang Condition Wind Applied Overhang Condition NONE 1'-0" 2'-0" 3'-0" NONE 1'-0" 2'-0" 3'-0" Region Load Region Load 102 M.P.H. 21 13'-0" 13'-2" 13'-7" 14'-4" 102 M.P.H. 21 13'-9" 13'-11" 14'-4" 14'-11", 110 M.P.H. 25 12'-1" 12'-3" 12'-9" 13'-6" 110 M.P.H. 25 12'-9" 12'-11" 13'-5" 14'-1" 120 M.P.H. 29 11'-1" 11'-3" 11'-9" 12'-7" 1 120 M.P.H. 29 11'-8" 11'-10" 12'-4" 13'-2" 130 M.P.H. 35 1 10'-3' 10'-5" 10'-11" 11'-101 130 M.P.H. 1 35 10'-10" 10'-11" 11'-6" M.P.H. 40 9'-6"9'-8" 10'-3" 11'-3" 140 M.P.H. 40 10' 0 103 109 j12'-4- jj140 150 M. P.H. 46 8'-10" 9'-1' 9'-9" 10'-8' 150 M.P.H. 46 9-4" 9'-7' 10'-2" 3" x 48" x 0.024" Panes 4" x 48" x 0.024" Panels Wind pplied Overhang Condition Wind Applied Overhang Condition NONE 1% 0" 1 T-0" 3'-0" NONE 1'-0" 2'-0" 3'-0" Region Load Region Load 102 M. P.H.._ 21 14'-7" 14'-9" 15-2" 15'-9" 102 M.P.H. 21 15'-5" 15'-7" 16-11" 16'-7" 110 M. P.H. 25 13'-7" 13'-8" 14'-2" 14'-10" 110 M.P.H. 25 14'-4" 14'-6" 14'-10" 15'-6" 120 M. P.H. 29 1 12'-5" 12'-7" 13'-1" 13'-10" 120 M.P.H. 29 13'-2" 13'-3" 13'-9" 14'-5" 130 M. P.H. 35 11'-6" 11'-8" 12'-2" 12'-11 130 M.P.H. 35 12 1" 140 M. P.H. 40 10'-8" 10'-10" 11'-4" 12'-3' 140 M.P.H. 40 11'-3" 11'-5" 11'-11" 12'-9" ISO M. P.H. 46 9' 11 10'-2" 10'-8- 11'-7" 150 M.P.H. 46 10' 6" 10'-8" 11' 3" 12' 1" 3" x 48" x 0.030" Panels 4" x 48" x 0.030" Panels Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 102 M. P.H. 21 16-10" 16-11" 17'-3 17'-10" 102 M.P.H. 21 17'-9" 17'-11" 18'-3" 18'-9" 110 M. P.H. 25 15'-7" 15'-9' 1 16'-1" 16'-9" 110 M.P.H. 25 16'-6" 16'-8" 16'-11" 17'-7" 120 M. P.H. 29 14'-4" 14'-5" 14'-10" 15'-6" 120 M.P.H. 29 15'-2" 15'-3" 15'-8' 16'-3" 130 M. P.H. 35 13'-2" 13'-4" 13'-10" 14'T" 130 M.P.N. 35 13'-11 14'-1" 14'-6" 15'-2" 140 M. P.H. 40 12'-3" 12'-5' 12'-11" 13'-8" 11140 M.P.H. 40 12' 11 13'-1" 13'-7" 14'-3" 150 M. P.H. 46 11'-5' 11'-7" 12' 1" 12'-11" 150 M.P.H. 46 12 1" 12'-3" 12'-9" 13'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 STAUCTALL• u I- N 350 BURBANK, OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969- 3706 FAX (813) 854-2802 PAGE COPYRIGHT 2000 5- 24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side; Aluminum Alloy 6063 T-6 1/2 Screen Roof Beam Span 10'-0" 12'-0" 1 14'-0" 1 16'-0" 1 18'-0" 1 20'-0" 1 22'-0" Beams And 5" Super Gutters 1/2 Solid Roof Beam Spa 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 1 5'-0" 5'-0" 2" x 6" x 0.050" x 0.120" 15'-4" 14'-7" 14'-0" 13'-5" 12'-11" 12'-6" 12'-1" 2" x 7" x 0.055" x 0,120" 7 6'-5" ' 15'-8" 14'-11" 14'-5" 13'-10" 13'-5" 12'-11" 2" x 8" x 0.072" x 0.224" 1 -6" 18'-7" 17'-10" 17'-1" 16'-6" 15'-11" 15'-5" 2" x 9" x 0.072" x 0.224" 21'-1" 20'-l" 19'-3" 18'-6" 17'-10" 17'-2" 16'-8" 2" x 9" x 0.082" x 0.306" 22-4 21'-4" 20'-5" 19'-7" 18' 11" 18'-3" Note: If the solid panel is greater or less than 10'-0", then the 112 the allowable screen roof beam span shall be adjusted by the factor of +/- 2 x 112 (the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0" and minus if the solid roof panel is smaller than 10'-0". For Span of "L" Of Beam; Use Screen Panel Width "W" From Drawing. Load Span = 112 of Screen Beam Length + 112 of Solid Roof Span . Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. Example: 24'-0" (Screen Roof Beam Span) / 2=12'-0"; 10'-0" (Solid Roof Panel Span) / 2 = 5'-0' For 2" x 6" x 0.050" x 0.120" Self Mating Beam and 5" Super Gutter Maximum Span The solid roof panel width is 12'-0'; The allowable screen roof panel width will be (+) {2 x 1/2 (12' - 10')) = + 2' To select the required Super Gutter and beam, add 2' to 1/2 the screen roof beam span and read the Super Gutter and Beam allowable beam spans in that column (i.e. If the screen roof beam span is 36'-0" then enter the table from the top under the column headed by (1/2 x (36') - 2') = 20'-0" Table 1.11 K-Bracing Fastening Schedule Number of #10 x 3/4" S.M.S. Required Maximum Wall Width = Comer Post @ Top Diagonals (K) per End Intermediate Post @ Chair Rail Corner Post @ Bottom Plate to Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'-0" 3 4 6 2 2 50'-0" 4 5 8 3 3 60'-0" 6 1 7 12 3 3 Maximum Front Wall Height = 10'-0" Use Front Wall Width When Determining Number of S.M.S. For The Side Wall K-Bracing. Use Side Wall Width When Determining Number of S.M.S. For The Front And/Or Back Wall K-Bracing. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E SEAL PAGE 1-51 SCREEN, VINYL & GLASS ROOMS SECTION 3 TOP 1 x 2 OR 2 x 2 ATTACHED TO POST W/ 1" x 1' x 2' ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL ANC KICK PLATE 2' x 2. 0032' 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 / 24' O.C. MAX. OR THROUC ANGLE AT 24' O.C. MA MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH PAN ROOF, COMPOSITE PANEL OR HOST STRUC FRAMING 4) #8 x 1/2" S.M.S. EACH SIDE OF POST L' CLIP OR 'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. . 1 x2OR2x2ATTACHEDTO BOTTOM W/ 1' x 1' x 2' x 1116' 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/Y S.M.S. 1" x 2' x 0.032" MIN. OPEN BACK EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO [SASE GIRT AND POST TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTMIT P.O. Box 4m. SOUTH DAYTONA, FL 32121 TELEPHONE (904) M-4TT4 FAX (904) 7974M SEAL PAGE 0 COPYRIGHT 2000 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 3.7 y SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID) ROOF PANELS COMPOSITE OR PAN TYPE) FASTEN PANELS TO EDGE BEAM PER DETAILS IN SECTION 7 AND / OR 3 HOST STRUCTURE ROOFING FASCIA AND SUB -FASCIA 2)1/4" x 2" LAG SCREWS @ 24" O. C. (MAX.) EACH STRAP 2" STRAP - LOCATE @ EACH POST 1/4" BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST W/ (2) EACH #10 S.M.S. INTO SCREW SPLINES USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION WITH HOLLOW POST 2" x 2" x 0.062" ANGLE EACH SIDE (3) EACH #8 S.M.S. EACH LEG INTO POST AND INTO 6" MAXIMUM EDGE BEAM (2 x 3 HOLLOW U SHOWN) SIZE PER TABLE 3.1 iW- a.=UZ 2 N w SCREEN OR SOLID WALL OUT) w I MAY FACE IN OR w=z R z POST SELECT PER TABLE 3.2 E O USE 2 x 3 MINIMUM 2) #10 x 1/2" SCREWS 5" SUPER GUTTER "' • a ,. - MAX. DISTANCE FROM FASCIA TO HOST IF KNEE BRACE LENGTH; ~ " STRUCTURE EXCEEDS TABLE 1.7 USES WITHOUT SITE CANTILEVERED BEAM SPECIFIC p GUTTER (MIN.) _ CONNECTION DETAILS ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL Ca)_ FASCIA (WITH SOLID ROOF) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121• TELEPHONE (904) 7674774 FAX (904) 767-6556 SEAL PAGE Q COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1-3 City ,J Santord Modal Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Sfendard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Coee AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES, NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGTHEREAFTERDEPTFROM TIION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES. PEP"WiT #o&*1L OFFICE COP Y