Loading...
HomeMy WebLinkAbout102 Spanish Hill Ct 04-71 screen room9-2S-203 9:40AM FROM trT`1 ! CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: Description of Work: e_l's Xi 13 is- :t_. 1<1 C 11_t xiY IY1C\ I C' _-..-- historic Diairict: Zoning: _ Vaitie of work: Permit Typo: Building.__z ElcctricuJ Mechanical Plumbing Firc Sprinkler/Alum Pool Electrical: Ntrw Scryiec - # of AMPS Addition/Alteration Change. of Service Temporary Pole Mechanical: Residential Non-Rcsidential Replacement Now (Duct Layout & Energy Cale, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linos # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: _ _ # or Stories•. # or Dwelling Units: Flood 'Lone: (FEMA form required for other then X) Parcel F _ 77 .. ln ( Attach Proof ofOwnership I& Legal Description) Owners Natne & Address: Zi__t .b r lppnn`` CkU CyV nmyu , T-L- , r Tl Phonc: Coont—ra;ior Name & Address: \1 U lC'7C1L - .Rn4 C4 y L` y —_ State License Number: t 's Fhoac & FusAACj} 1 Cllel l q C; Contact Pcrsan: Y ,m P. mt 4 T Phun L 1tgti - aCq(p Bonding Cumpsrny: Address: Address: Of Architoct/ Ynginccr: 1—o F Address:.,..h.11 Fax: Application is hereby made to obtain a permit to do the work and installatiom as indicated. I certify that no work or installatiurt has commenced prior to 6ic issuance of a permit and that all work will bi Performed to meet standards of utl laws regulating construction in this jurisdiction. I understund that a separate permit must be secured for ELECTRICAL WORK, PI_UMA(N0, SIGNS; WELLS, POOLS, FURNACES, RCR,FRS, HEATERS, TANKS, and 41R CONDITIONERS, etc, CWNER' S AFFIDAVIT: I certify that all of the foregoing information is sccuraw and that all work will be done in cornpltancs with all applic.fl0c l ,-'gr'!d.unc, conxtruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF C:OMMENCEMLNT MAY RESULT IN 1'(')i m i !,, ,I;.(" TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSU':T WITH YOUR LEND,,'A !))( 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 pcnnits required from other governmanul entities such ace water management districts, suato agencies, or f drr+l uprn<ies. Acceptance of pe crification that I will ngtify t owner of the property of the rcquire'.menL% of Florida Lien Law F I00to3 Signnture oy , F/// Agent int Or.n<dAgtnt' s N Date SjfLp L nantrc of ntureoate ' of E OE H. BOWLES I }all MY COMMISSION # DD 222557 ornoaA EXPIRES: June 12,2007 rcr/A • t-43 cRyona%' Ff4rkW Y&i9dotftAssoc. Co, Produced ID APPLICATION APPROVED BY; Bldg: Special Condilivrs! Inmal & Wtr.) 1 WCPO Zoning: Print Contntctor(A Uat Contractoringerif Is Personal H. BOWLES Produced ID _SION # DD222W7June12, 2007Utilities: taw D1OwurtAssoc, Co,(Initial &Datc) (Initial& 9-25-203 9:40AM FROM P.1 CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Addresa: Description of Work: ?oC A Historic District: _ NG 'Zoning: _ Value of Work! $ ka r Permit Type. Building 61cctrical lvlecha-nical Plumbing Firc Sprinkler/Alarm Pool Electrical: New Scrvice — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical, RcYidonaal Nun -Residential Replacement Ncw (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Linea # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or -Commeroiat Occupancy 'I'ype: Residential Cornmerciaf Industrial Total Square Footage: Construction Type: _ # or Stories: of Dwelling Units: Flood 'Lone; (FEMA form required for other then X) Parcel *: C_ 3G 1 C)11 Attach Prnof of Ownanhtp & Logal De9crlpdon) I Owners Narne & Addrear. ` (CArl C () I I C't Y' iC)2' SlC 1S"1 l 1 1 Phonc: Contractor Name & Addresc: n C L`- l- L= e_p' State Liters" Number: Z 1- V G (0 7 t' 7- Fhuac & Fuz: Li)f tlClLart P<cr dh: jeanj()Yl/117' SYXII Phonc: bonding Company: Address. Mv"gage Lender, Address: i i Arc hi teet/Eriginccr; n CC _i.. + t YtiC"C — _.'Phonc 1 S l /'lf9 I —`t it I r Addresv: iC. .U.[5 ..,5, . Fax((:( 9 , _.,. d el cent n IdtOalla[wn h3 •ed•,atett<td n ApplicationisherebymadeWobtainapermittootheworkandinstallations ! itfidtca 3 In, prior to ?he issuance of a permit and that all work will be performed to meet standards of a1;14wwregulafingconstruction in this jurisdiction. I undeistund that s se paraw permit must he vecured for ELECTRICAL WORK, PI-VMBTNO, SIGNS WEiLS 100 .S, FURNACES, ROIUERS, BEATERS TA.1V 'a, and 41R CONDITIONERS, etc,nr x:• OWNER' S AFFIDAVIT: 1 certify that all of the foregoing infom.atipn ig vccuritu`and that a 0 w 1 he a ;n r 1c with a}! &y{ lirilde !;i e1i.(iY Inc, conet-uction and mniag. WARNING TO OWNFR: YOUR FAILURE To RFCO.RIR'A NO 1 C M Y RESW"',' IN 1'(?t tii : ;^ Yl tG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTFNpjP-0BTAJN FINANCING, CONS I. I YOUR LE..ND,f,k 0)( 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 he found in the puhhc records of this county, and thero may be additional pennits required from other governmental entities such aA water management district&, suilo agencies, nr f:clriat agencies. Acccptancc of permit is verification that I will notify the owner Iof theproperty, of the require ntv of Florida Lien La , F 7I AC 0 1 q1 '-'-2 -AuOcv- q N 3,31 J%6 3 Sig atureofO, wner/ Agent ( I)= SignatuicofCon tracto?f,Agen Date Print OwnenetlAgent's N e Print ContractorlAgcnt's Name It a State o i:a — nau,rr oP Not:ir .state of h'loridu Ap i1y1e JOYCE H. BOWLES H. BOWLES g yrP MY COMMISSION # DD 222557 (' MY COMMISSION # DD 222557 of fLe~ EXPIRES: June 12, 2007 paA EXPIRES: June 12, 2007 ar g 7 spplgTA grsonal r we. Co. Contractoringenris rsonallyKnoA 3NOTARY FLNottuY0lftottMAaaoaCO. Pr _ ProducedID APP41C,ATION APPROVED 3Y: $ ldbL' LoninY: _ Utilities: FD: Initial & Dec) (Initial & Date.)) _ ( initial & Date) (initial & Date) special Conditions', 0 NOTICE OF COMMENCEMENT STATE OF: Florida t nCOUNTY 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 the Notice of Commencement. 1. Description of property: (legal description of property and street address if available) L'sl Io 1 VAGr11,r f-e y C)c\V 5 ; P,E`PL i 7j:5 3 3y 2. General description of improvement: 3. Owner information: a. Name and Address: I C. Aq t/ t ICE r A 1 b. Interest in property: C. 4. Contractor: a. b. 5. Surety: a. b. c. 6. Lender: a. b. 7 9 Name and address of fee simple titleholder (if other than owner) Name and Addr ,, t Phone Number: Name and Address: Phone Number: Amount of bond $ Name and Address Phone Number: May West Construction, Inc. P.O. Box 4444 Apopka, FL 32704-4444 407-464-5997 CCtIIFIED COPV MARYANNIE Mop4SE OLERK OF CIRCUIT COURTBEXFLODA Ty E FIR CCT 0 6 2003 Iloll III 1111111111Ill 11Ill 11Ill 9Oo11Ill 111nMIll 19Ill 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05049 PG 1017 CLERK' S # 2003179613 RECORDED 10/06/2003 02:40:44 PM RECORDING FE59 6.00 RECORDED BY L McKinley 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: a. Name and Address: b. Phone Number: a. In addition to himself, Owner designates of to receive a copy of the Lienor' s Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number of person or entity designated by owner: Expiration date of Notice of Commencement (the expiration date is two (2) years from the date of recording unless a different date is specified) Sworn and subscribed before me this/J;;& date of 20p5 Signature)of Notary Public) Notary's Name & Seal) yr PUBS JOYCE H. BOWLES MY COMMISSION # DD 222557 f1t Gi Qa' EXPIRES: June 12, 2007 t-W&3-NOTARY FL Notary Discaun Assoc. CO. Prepared by and return to: 4 , Y) 26?— May West Construction, Inc. P.O. Box 4444 Apopka, FL 32704- 4444 Signature of Owner) Owner's Name) j a -` l i, ( k6 (I CT - owner's Address) G11 I Permit Number S'Parcel Identification Numberx-G (CI jCj Prepared by: May Mast OoNstraefloa,,ae. P.O. Box 4444 Return to: Apopka, FL. 32704 NOTICE OF COMMENCEMENT State of County ofcc--rn,Q 1111111ill II Ili 1111111 ill 11 Ill 11111111111111111 IN 1111111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05034 PG 1770 CLERK'S # 2003172717 RECORDED 09/25/2003 01124111 GM RECORDING FEES 6,00 RECORDED BY L McKinley The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Description of property (legal description of the property, and street address if available) OCt1-,S l t—1 I, 1 t 4-,C-jS 33 3 1 General description of Improvement(s) 3. Owner Information Name Telephone Numb4 (40T Address jC.Z ti L Fax Number fi--7 t Interest in Property: 4, Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address i Fax Number 5. Contractor Name Mc N LJ (st Ce }roc " Telephone Number C Y C4 coci Seta Address LA Fax Number e (C —V C(.(-g n pc -- G IV- -- 6. Surety (if any) Name Telephone Number Address Fax Number CEI711!~IED CUPS qn Amount of bond $ ARYANNE MO1 E CLERK OF CIRCUIT COURT 7. Lender (if any) S t!L£ COUN IQA Name Telephone Number Address V V Fax Number nr 11 CRN 8. Persons within the State of Florida designated by Owner upon whom notices or otii Fpoc&5 t? , 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 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): cute Signed Signature of Owner Note: 66r §713.13(1)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this ;)(A ,-day of _, 20 6 g _ by SAP who is personally known to me OR -- produced as identification. <7 1 8ignat-'e of Notary (notarial seal to appear below) Form Revised: 12/00 for 19_ to 20_ JOYCE H. BOWLES e MY COMMISSION # OD 222557 of roa EXPIRES: June 12, 2007 1.90o-3.NOTARY FL Notary A950 "'O' Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. Debra May May West Construction P..O. Box 4444 Apopka FL 32704 Thank you for your sistance. Sincerely, Lawrence'E .-/Bennett P.E. ##1664 y L-___._—..,.. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 214 <1 a Y Srt intAt Cotnly AEI ray iser Z 07 19A Y SPANISH HILL CT t art K. Pirat , 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-517-0000-1010 Tax District: S1-SANFORD Depreciated Bldg Value: $78,024 Owner: AGUILAR RAUL Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $0 Address: 102 SPANISH HILL CT Land Value (Market): $23,300 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 102 SPANISH HILL CT SANFORD 32771 Just/Market Value: $101,324 Subdivision Name: MONTEREY OAKS PH 1, A REPLAT Assessed Value (SOH): $84,696 Dor: 01-SINGLE FAMILY Exempt Value: $25.000 Taxable Value: $59,696 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 08/2000 03914 1735 $104,500 Improved 2002 Tax Bill Amount: $1,222 WARRANTY DEED 06/2000 03866 1518 $284,000 Vacant 2002 Taxable Value: $57,711 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 101 MONTEREY OAKS PH 1, A REPLAT PB LOT 0 0 1.000 23,300.00 $23,300 56 PGS 33 & 34 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 7 1,881 1,472 CB/STUCCO FINISH $78,024 $79,212 Appendage / Sgft OPEN PORCH FINISHED / 14 Appendage I Sqft GARAGE FINISHED / 395 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. 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=3 3193051700001010... 9/25/2003 PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC. DESCRIPPOM LOT 10 1, MONTEREY OAKS PHA5EI, A REPLAT RECORDED IN PLAT BOOK - PAGE(S) - Q/3'¢ PUBLIC RECORDS OF 5EMINOL.f COUNTY FLORIDA QLOT 103 F:zj 5CMt 1'- 20' 6' 10, 20' GRAPHIC 5CALf CERTIFIED TO: Raul Aguilar First Horizon Kampf Title S Adnoram Title Chicago Title LOT 102 CV O R-55.0 YZp-35°27' 10" ARC-34.03' CH.-33.49' CH.BRG.—NG9°59'21 "W Home Loan Corp. Guaranty Corp. Company,Inc. Insurance Co. LOT 104 559043'35NE 50.00 IaD.4U r3t 1Z,4 L I LAC I L •• nrz1 •: / 5 5PANI5H HILL COURT 589' r42'E RADiU5 ANT bW t.lo. L• g. ZB.o C F'oc ,,7? 01, yh, LOT 105 LOT 100 1 FLOOD CERTIFICATION BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, THE STRUCTURE SHOWN HEREON DOES NOT LIE WITHIN THE 100 YEAR FLOOD HAZARD AREA. THIS STRUCTURE UES IN ZONE ' X '. COMMUNITY PANEL NO. 120294 0040 E EFFECTIVE DATE: APRIL 17, 1995 MAP REVISION DATE: SUB,.ECT TO CHANGE) NOTES.- 1. BEARINGS ARE BASED ON THE CENTERLINE OF SPANISH HILL COURT BEING S8947'42£. 2. UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS AND FOOTERS HAVE NOT BEEN LOCATED. J. ELE VA TIONS ARE BASED ON NA AONAL GEODETIC VERTICAL DATUM OF 1929. 4. BUILDING TIES ARE TO FOUNDATION. 5. BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT DEED OR PLATTED LINES. 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS OTHERWISE NOTED. THE UNDERSIGNED AND CAVIONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREONPERTAININGTOEASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TOREFLECTORSETFORTHALLSUCHMATTERSSUCHINFORMATIONSHOULDBEOBTAINEDANDCONFIRMEDBYOTHERSTHROUGHAPPROPRIATETITLEVERIFICATION. ABBREVIATIONS GENO: FOUND 1 1/4' IRON PIPE (LS 2005) FOUND L ROD _ FOUND P&WA4. (,5j,24bj FOUND CONCRETE MONUMENT L NUMBER P, T. -PANT OF TANGENCY CONC-CONCRETEADIUSP,l,-PpNT OF INTERSECTION L.S -LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENTCHORDP.0 -POINT OF CURVATURE O.R-OFFIC1Al RECORDS P.C.C.-PANT OF COMPOUND CURVATURE U.£.-UTILITY EASEMENTARCLENTHL.B.-LICENSED BUSINESS CH.BRC.- L BEARINGS.dU.E.-SIDfWAIK UTILITY EASEMENT D.U.&S.E.-DRAINAGE, UT1LIiY£NTERLIN A/C -AIR CONDITIONER PAD pOELTA CENTRAL ANGLE) D.AU.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT A VONE INC. 7LAND SURWYORS AND MAPPERS COUNTY ROAD 427 SOUTH GWOOD, FLORIDA 32750-5499 LEPHONE (407) 830-9080 FAX No. (407) 339-3636 THIS SURVEY NOT VALID UNLESS EMBOSSED MIN THE SIGNATURE AND RAISED SEAL OF-&4e7, A IOA LICENSED SURVE D MAPPER lfr1{41 I DOMINICK F, CAVONE - PRESIDENT FLORIDA SURVEYOR k MAPPER NUMBER 2005 LICENSED BUSINESS NUMBER 507J REVISION DATE RECERTIFIED FINAL LOCATION FOUNDATION LOCATION FORMBOARD LOCATION STAKE HOUSE STAKE LOT W.O. STAKE LOT2ZYY] 4d*&Qsrr,GL W.O. STAKE HOUCFgIn'r1.2dW,0. FORM CHECK LOT by CHIPw. Q FOUNOA iION 2QQ7 -S ZA3 w 0. FINAI 2!r -SZgW5 W.O. R£CERT CADD FILE: MOAKSL 101.DWC 38'X 3" composite roof with two fan beams A00 M 6'6" 2x3 2x3 2 Y.3-1L- 1 3 0 35' screen wall w/24" kickplate 9 15's.creen wall w/24" kickplate 2x3 71611 2x3 2x3- 1 X3:::: 15'screen wall w/24" kickplate C OF 5 A 11m, 0 Glorida Aguilar 102 Spanish Hill Ct. Sanford Im SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS J INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 SECTION 3 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 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.4 ENCLOSED) 3.3.5 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL 11 P- ICrpgp TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-1774 FAX (386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 3-1 R El SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM I/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" RISER PANELS ATTACHED PE 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 7 SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR 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 1-1/2" S.M.S. FHROLIGH SPLINE GROOVES IDE WALL HEADER kTTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 If 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 ANCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 3.16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER 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 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 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) BRICK KNEE WALL AND .FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0 4" MIN. (2) #5 BAR CONT. 2'-0"MIN, 3-1/2" (TYP. ( 1) #5 BAR CONT. a BEFORE SLOPE ALL SLABS) e_ N /° ro — — III=11 a l l I_ -III- - I I I I= ® ®° - I I Ii III=1 11=1 11=1 I I_I I I-1II-111=IiI=II I -i I I I=I 1=III- I I ITi I Ii1=1iI-1Tr ITS 8"12„ TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING NOTES: 0-2"/ 12" 2" / 12" - 1'-10" > 1'-10" 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE . 2 A 1 © NOTT O BIEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r" 1 r. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels w/ EZ-LOCK for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ EZ-LOCK I Glass Rnnms Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 2V-4- 0" 23'-0" 20'4" 22'-9" 2V-11" 13'-6" 15'-1" 14'-7" 15'-1" 17'4" 16'-3" 4'-0" M PH 21'-4" 23'-1 23'-0- 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11' 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 1 18'-3" 10'-5" 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15-1" 17'-9" 16'-3" 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12' 4" 13' 9" 13'-3" 12' 4" 13'-9" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 10' 4" 3'-11" 1 4" x 48" x 0.024" Roof Panel w/ EZ-LOCK I Glass Rnnms I Wind Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang / Cantilever Region 1&2 span 3 span 4 span 1& 2 span 3 span 4 span 42 span 3 span 4 span 1& 2 span 3 span 4 span All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-l" 14'-9" 16'-6" 16-11" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-l" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23' 11" 23' 2" 18' 6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 1T-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'-3" 13'-3" 12'4, 4'-0" 150 MPH 13'-6" 15'-l" 14'-7" 13'-6" 15-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 124" 11'-4" 4'-0" 1 5" x 48" x 0.024" Roof Panel w/ EZ-LOCK I Glass Rnnms Wind Region Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang I Cantilever All Roofs 1112 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-l" 27'-2" 17'-5" 19'-5" 18'-9" 19'-8" 21'-11" 21'-3" 4'-0" 110' MPH 26-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 14'-11" 17'-7" 16-2" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-l" 27'-2" 21'-6" 24'-l" 23'-3" 13'-9" 164" 14'-10" 15'-6" 18'-81, 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26-1" 20'-11" 23'-5" 22'-7" 13'-5" 14'-11" 14'-6" 15'-1" 18'-l" 17'-6" 4'-0" 130 MPH 274" 24'-11" 24'-l" 19'-8" 21'-11" 21'-3" 12'-9" 14'-3" 13'-9" 14'-4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 1 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 11'4" 13'-2" 12'-9" 13'4" 14'-11" 14'-5" 4'-0" 150 MPH 1 15'-3" 1 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 10'-7" 12'-4" 11'-5" 12'-5" 13'-11" 13'-5" 1 1 6" x 4R" x n_02d" Rnnf Panel w/ 177_I ACK I r3lacc Rnnmc Wind Region Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1& 2 span 1 3 span 4 span 1& 2 span 3 span 4 span 1& 2 span 3' span 4 span 1& 2 span 3 span 4 span 100 MPH 29'-l" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 19'-2" 21'-5" 20'-8" 21'-8" 24'-3" 23'-5" 4'-0' 110 MPH 29'-1" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 17'-4" 19'-5" 18'-9" 20'-l" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 15'-1" 17'-7" 16'4" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 1 24'-11" 14'-9" 16-6" 1 16-11" 17,-10" 1 19,-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 14'-0" 15'-8" 15'-2" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 1 16-9" 1 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 12'-11" 14'-6" 14'-0" 14'-9" 17'-4" 15'-11" 4'-0" 150 PHI 16'-9" 1 18'-9" 18'-2" 16-9" 18'-9" 18'-2" 11'-8" 13'-7" 13'-2" 13'-8" 154" 14'-10" 4'-0" note: total root panel WIOtn = room Wlam + Waii Wlam + overnang. Lawrence E. Bennett, P.E. EWERS USRTM CIVIL ENGINEER- DEVELOPMENT CONSULTANT Building Products southeast, Inc P.O. BOX 214368,EPH SOUTH DAYT-477ONA, FL 32121 1107 NOTH THOMAS RD. , LEESBURG, FL 34748 TELEPHONE6556 TEL: ( 352) 787-7766 FAX: (352) 787-4517 FAX(386)767-6556 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE COPYRIGHT 2003 7- 38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r, C N SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 1 .. .,. m•ct t •11n MPH valnci4v• usinn decien lead of 11 #/SF Sections Tributary Load Width'W' = Purlin Spacing 3'-0"' 3'-6" 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" bj 8'-9" b 8'-2" bj 7'-8" b 7'-4" b 6-11" bj 6'-8" b 6-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 1 9'-6" b 8'-11" b 1 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 70" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollo 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'70" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" bi 24'-2" b 22'-7" bl 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14' 4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10' 7" b 10' 2" b 9' 9" b 9' 5" b 9'-1" b 2" x 4" x 0.045" Snap 17' 7" b 16'-3" b 15'-3" bi 14'-4" b 13'-7" bi 12'-11" bj 12'-5" bj 11'-11" b 11'-6" b 11'-1" b C ..- 9 .. -A . -A 0 It 19/1 ""M ••clan nacl n Innn nT "1 1 A/1r Sections Tributary Load Width W' = Purlin Spacing 3'-0"' 1 X-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" bj 6'-8" b 6'-5" bi 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" bj 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" bj 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 1 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 5" x 0.050" S.M.B. 21'-8" bj 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" bi 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" bj 10'-11" b 10'-7" b 10'-3" b For 3 second wind gust at 130 MPH velocity; using design ioaa oT io Liar Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-0" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6"1 7'-0" 1 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" bj 7'-6" b 6'-11" b 1 6'-7" b 6'-3" b 5'-11" bi 5'-8" b 5'-6" b 5'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 1 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'4" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'4" b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b T-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 1 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" bl 18'-8" b 17'-6" b 16'-6" bj 15-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" bl 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b 7'-5" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-1" b 7'-9" b 2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'4" b 11'-8" In 11'-1" b 1 10'-8" b 10'-3" b 9'-10" b 9'-6" b Notes: 1. Above spans do not include length of knee brace. connection to the above spans for total beam spans. 2. Spans may be interpolated. Add horizontal distance from upright to center of brace to beam Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214 68, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3'39 SECTION 7 1 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH SEALANT 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED HEADER (SEE NOTE BELOW) END EXISTING TRUSS OR RAFTER Za - 10 x 1-1/2" S.M.S. (2) PER a p ROOF PANEL RAFTER OR TRUSS TAIL 10 x 3/4" S.M.S. @ 12" O.C. #8 x 1/2" S.M.S. (3) PER PAN EXISTING FASCIA (BOTTOM) AND (1) @ RISER TOP) ROOF PANEL TO FASCIA DETAI SCALE: 3" = 1'-0" 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 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) NOTES: 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 7.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.