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Home My WebLink About118 Kelly Cir04/16/2007 00:04 4076967356 DECKER DOORS PAGE 01 r \ CM OF SANFORD PERmrr Ap'p uwrom Application # � Sat>mittid Date: / 6 ess% Job Addr: Value of Work. S 0 2 Pareel TD: 12- -Z v //n , '------ Zoning: �_ Historic District - Description of Work: Square Footage: Permit'i'ypa: Building Electrical❑ Mechanical ❑ Plumbing ❑• • Fire Sprinkler/Alarm ❑ Pool 0 Sign ❑ Electrical: Now Strvice -- # ofAN1pS,�� flddition/Alteration E3Change of Service E3Temporary Pale Mechanical: Residential E3 Non -Residential LlRcTlacetttcut O Ncw 13 (Duct Layout & Energy Calc. R,cquired) Piumbing,/ New Commercial- # of 1--Ixtures # of Water & Sewer Lines_ # of Gas Lines _ Plumbing/New Residential. # of Water Closets _ Plumbing Repair — Residential ❑ Commercial (] Occupancy Type: Residential M"' Commercial ❑ Indmstrial 13 Occupancy Use Group(s): Construction Type # of Stories: _ # of Dwelling Units: Flood Zone: (GENA farm rxguired ) ................................ ..............--•--.•.................•..., ./.�........ ... Property Owner. ?cGC�. Contractpr: •C LQ` C/QDI� . G Address: zly &91 Address• Z to L Jti 3 Z )_.3 :41& cf 3 Z%O Phone:%� rj 6%%/mail: Phone, �/WZ P 3a State License Number. LylLj 'J215)5 Bonding Company: !Mortgage Lender: Address: Address: ArchitecdEngineer: Address: Phone: Fax: Plan Review Contact Person: Phone- Fax: F -mail: Application is hereby made to obtain a permit to do the work and installation Ks indicated. 1 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 understmnd that It scparatc permit must be sccmed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 80FLERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AEEPA is I certify that all of the foregoing eormation is accurate and that all work wtTl be done in cartrplianco with all applicable laws regulating construction and zoning_ WARNING TO OWNiM. YOUR FAILM TO RECORD A NOTICE OF CQMMIrNCEMENT MAY RESULT IN YOUR PAYING TWICE FDR IMMOVEME?M TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING: CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOPJANG YOUR NOTICE OF COMMENCEMENT. N_ 7t�7 E: In addition to the rcquiremeto of this permit, there may be additional Intnutions applicable to this property that may be found in 1}te public records of this comity, and there may be additional permits required from other governmcrttal entities such as water managerncrrt districts, state agencies, or federal agencies. Acceptance of permit is veri5calloo that 1 will notify the owner of the property of the requi is of Florida Lien�'i P'S 713. 5ignamreofQwtrcrlAgent Datc SignatureofContmaor/ gent e Print OwncrlAgertt's Name P 'n CcxrbRctor/Age I's Signaivirc of Notary -State of Florida Date Si of Nat i D � ary-state of Florida ate ' `0'(Y P�!6G; Phyllis J. Nicholas Commission #DD275024 Expires: Dec 14, 2007 ''FOFFlCQ. OwnBondedThru e od D Personally Known to Mc or Contractor/Agent is ✓Crsonally Krunymto �c orProProdoccd TD tlantic Bonding Co., Inc. _4 _ q APPROVALS ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rcv 07/2007 3q.(�0 04/16/2007 00:04 4076967356 DECKER DOORS PAGE 02 snyaer 10: Uen Decker Date: 41'1512007 Tlma: 2;1$,q0 PM Page T pf 1 Seminole County Property :kppraiser Gct InPom.iation by Pared Number Pagc 1 of i Total:$843.02 Stock Sanford Slvin-vnl 718-690-4791 0264 .. 7;0 •'..�1z:a ,p� • Okrm JowFiSgft,CFM h.:,Ji hpp ��ww..pp 74.0 'PJ RUPtk I' APPRAISE SEJdfNCiLE'CDOEINTYF7.. t ityi g FMkYsr. Y :'r-4NCaxCa 6�?i77R1.]..46t8� i dD7,•661:'._7Dd¢ I>t yr. .� ,r, t f r 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 12-20-30-511-0000-0510 Number of Bull!lings: 1 Owner: CAMPBELL BRENDA V Depreciated Bldq Value: $102.206 Mailing Address: 118 KELLY CIR Depreciated EXFT value: $0 CIty,State,ZlpCode; SANFORD FL 32773 Land Value (Market): 532,n00 Property Address; 119 KELLY CIR SANFORD 32773 Land Valtle Ag: $0 Subdivision Name: MONROE MEADOWS Just/Market Value; $134,203 Tax District: S1-SANFORD Assessed Value {SOW): $77,139 Exemptions: 00 -HOMESTEAD (1996) Exempt, Valti9: 525.000 Dor: 01 -SINGLE FAMILY Taxable value: $52,139 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SON): $1,$87 Deed Date Book Page Amount Vaclimp Qualified 2006 Tax SIII Amount: $989 WARRANTY DEED 1011995 02986 0435 $73,600 Improved Yes Save Our Homes (SON) Savings: $698 Find Comparable Sales within this Subdlvlslon 2006 Taxable Value: S50,258 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage oepth Land unit Land PLATS: Pick... •• Method Units Price Value LEG LOT 51 MONROE= MEADOWS PB 46 LOT 0 0 1.000 32,000.00 $32,000 PGS 16& 17 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF t,lving SF Ext Wall Sld Value Est. Cost New 1 SINGLE 1995 6 1.076 1,596 1,076 CONC $102,205 $107,022 FAMILY BLOCK Appendage / Sgft GARAGE FINISHED 1488 Appendage I Sgft OPEN PORCH FINISHED l32 NOTE: Appondsge Codes included fn LNfnq Arca: Base, Upper Story Base, Upper Story Flnistled, Apartinent, Enclosed Porch Fin/Shed,Base Semi Finshcd Permits NOTE: Assessed values shown are NOT cerHfled vnlues end therefore are sub/ect to change before boinq ;5nallzed for ad valorem tax purposes. —If ou recent!y purchssed a homesteaded properfy your next voers property tax will be based On Jusfrivlarket value, http;//www,scpafl.org/web/rc web.sominole_cottnty tillc?pat•col1 1220305110000051.0... 4/1.5/2007 LIMITED POWER OF ATTORNEY 1 her4 name and appoint: LLS / r Q �e��J_—Printed Name of Appointee aQ -L -L /?G Company Name of Appointee to be my lawful attomey-in-fact to act for me in applying to 6 i� Government CommerciaUResidential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: —12– — Section 20 Townshp Range Subdivision Q G b b Block 6S-1 0 1,,# Address of Property Address Signed: --� o refied contractor siartature Date: 46- / Certified Contractor._An�'�� T '— printed name Contractor License #:- CBGjL-- State of Fbrid ) County of Swom to and subsaibed bsfor nu this day of&'1;)r— -f= an?� TJ c (< v (name of pero aeknaMedged) who ' apy known to roe or who has produced Notary PWAG . Commission a PM& F0MAyowr d aManop01250'rav (SeA °v' BBRYANT K. ROBINSON MY COMMISSION # DD 269995 :'a= EXPIRES: November 25, 2007 pr v °P' &coded Thru Notary Public Underwriters Campbell Residence 118 Kelly Circle Sanford, FL 32773 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement Av 04/16/2007 00:04 4076967356 Unit AffWrs ° Product Approval USER: Public uS4r DECKER DOORS PAGE 03 . kLIJ.J, Www,uusium)kiiimng.org(Pr/pr app_dtl.aspx?param—WOEVXQ. Stats a Facts Pybftklons' FBC Starr SCIS Sloe Map' Unkg! Search! ?Sodutt +4o? Vsl Menu > Product Bratton Search > Appllcatlorn Ust > Appil"tlon Detail Ft. * FL5600 ADPlication Type New Code Version 2004 Application Status Approved Comments Archived r Product Manufacturer Sllverilne 8ullding Products Corp. Address/phone/Email One Silverline• Drive North Brunswick, NY 08902 (732)435-1000 rickwOrwbldgconsu Itants.com Authorized Signature Pete Thornton rickw@rwbldgcc)nsultants.com Technical Representative Add ress/Phonel Erna li Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sliding 6terlorDoor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F', Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Wendell W. Haney developed the Evaluation Report Florida License PE -54158 Quality Assurance Entity National Accreditation and Management Institute Validated By L.F. Schmidt, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Stanogird 101/1,S.2 Accepted Engineering Practice ASTM E130o Year 3997 2004 2002 V dP?eMnnoc 4.21 m►r 04116/2007 00:04 4076967356 DECKER DOORS PAGE 04 rate:,rwww.tionuabuild,ng.org/pr/pr app_dtl.aspx?param-�vGE"Q. Sections from the Code Product Approval Method Method i Option b Date Submitted 10/21/2005 Date Validated 11/3012005 Date Pending FBC Approval 12/02./2005 Date Approved 12/07/2005 ;utnm .rlr of products FL 4f.. --- ' _--_ aI, Number or Nanta -pescr4ptiort j 5600.1 a. Series 5500/5600/5700 Extruded PVC Sliding Ratio Door without Nailing Fin 2 Panel, 3 Panel and 4 Panel up to 1210 x 618 IE imits of Use (See Other) Installation instructions j Approved for use in Hvilm ' Verified By: Approved for use outside HVHZ: I Evaluation Reports ' Impact Resistant: Design Pressure: +1- P71D P- IO_56M T 5600.1 EVAI_.pdf ! 5600 T§60q.1 iNST.pdf Other; This product meets the requirements for i PTLD -5600 T 5600.2 EVAL pdf the State of Florida excluding the "HVHZ". When used In wind-borne debris regions this product Is PIID_5600_..T 5600.2 iN_ALpolf f required to be protected with an Impact resistant j covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure - Positive 35.0 PSF and Negative 39.0 PSF fRating (see 5600.2 EVAL for any additional size and use limitations)_ i 5600.2 b. Series 5500/5600/5700 Limits of Use (See Other) Approved for use in HVHZ. Approved for use outside IiVHZ: Impact Resistant: IOesion Pressure: +/- Other: This product meets the requirements for the State of Florida excluding the "HVHZ". When used In wind-borne debris regions this product Is required to be protected with an Impact resistant covering that complies with Section 1609.1.4 of the Florida Building Code. Maximum Design Pressure Rating - Positive 35.0 PSF and Negative 39,0 PSF (see 5600.1 EVAL for any additional size and use limitations). a k Extruded PVC Sliding Patio Door with Nailing Fin - 2 Panel, 3 Panel and 4 Panel up to 12'0 x 618 Installation Instructions verified By, Evaluation Reports M AdMIn! tion DWrt-HRt 0f Cb1n0WAAyArlybm FlarNa Bulkft Coda Qn11h@ Code& and Stwida ds 2555 Shumard Pak Boulevard naahassee, nbrldo 32399-2100 (8S0) 487-1824, Surcom 277-1824, Fair (850) 414-8436 0 2000-2005 The State ur Florida. All rlgtn reserved. Cht and pl almer Product Approval Aaneptse M -' f2 4nArxw,, R•Z1 vx4 04/16/2007 00:04 R _� S Rcport No.: 4076967356 DECKER DOORS R W Building Consultants, Inc. B Consulting and Bnglaeerng Services for the Building Indy C P.O. Boz 230 VWrico,, FL. 33595 Pbone 813.659.9197 Facnimile 813.754.9989 Flo"da B*Wd'of Fofesseonal Engine= Certific at, of Authorintion No, 9813 Product Evaluation Report FL 5600.1 Data: October 21, 2005 Product Category: Exterior Doors PAGE 05 Product Sub -category: Sliding Product Name: 550015600/5700 Sliding MO Door Extruded vinyl, W/out Nailing Fin Manufacturer: Silverlme Building Pro&� Corporation I Silverliae Drive North Bruwwick, NJ 08902 Phone: 732.435.1000 Facsimile: 732,247.6820 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc_ and Wendell W. Haney, F.B. (System M # 1993) for Silverline Building Products based on Rut* Chaptcr No. 9B- 72.070, Method Id of the State of Florida Product Approval, Department of Community Affairs - Florida Building C4mmissiom RW Binding Consultants and Wendell W. Haucy, P.B. do not have nor will acquire ,ial interest m the company m acwnng or distributing the product or m any other entity involved in the approval process of the product nam.cd herein. This product has been evaluated for use is locations adhering to the Florida Building Code (2004 Edition) and where pressure n quirem,ents, as detemiined by cbaptcr 16 of The Mornida Building Code, do Wt exceed the following design. pressures: Design Pressure Rating Maximum Design Pmsure Rating Positive 35.0 PSF Negative 39.0 PSF (See Limitations for size restjdCd0 s) See Drawing No.: FL 142 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL #54158) for specific use parameters. Wendell ane, (FL # 54158) November 29, 2005 FL 56Q0.1 EVAL.dw —1F 853 Sheet 1 of 3 04/16/2007 00:04 4076967356 DECKER DOORS PAGE 06 Limitations 1. The 550015600/5700 Without Nailing lain Units Extruded Vinyl Sliding Patio Doors have been evaluated and meets the requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windhorne debt is protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the 171orida Building Code 2004. 3. Size Limitations: CMAMPLO—M MAX Width MAX Meigk Single w/ Fixed Lite X0 71.625" 79.75" Single w/ Fixed Lite X0 95.625" 79.7-5+1 SM& w/ 2 Fixed Lita OXO 143.625" 79.75„ 4. The Design Pressure Rating for the various size units are as follows. Configurations Size 'five Ne ft C PSF Single w/ Fixed. Lite X0 71.625" x 79,75" +35.0 -39.0 Single w/ Fred Lite XO 95.625" x 79.75" +35.0 -35.0 Single w/ 2 Fixed Lites OXO 143,625" x 79.75" +35.0 -35.0 Wemdell W. Hau (FL # 54158) November 29, 2005 FL M.I EVAL doc,1F 853 Sheat 2 of 3 04/16/2007 00:04 4076967356 DECKER DOORS PAGE 07 Supporting Documents A Drawing 1. Drawing No. FL -142 titled Silv'erline 5500/5600/5700 Without Nailing Fin Units Extruded V'In,yl Sliding Patio Doors prepared. by R W Bi9lding Consultants, Inc, (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by weuden W. Laney, P.E. B Test 1. 'Testing per A,AMA, / NWWDA, 101JI.S. 2-97 as performed by Architectural Testijag Inc, and reported in test repurt number 01-31723.05, dated May 1, 2000, signed by Bruce W. Croak, Director - Product/Physical Testing, 2. Testing per AAM,A / NW WDA 101/1.5. 2-97 as performed by Architectural Testing Inc. and reported in test report number 01-39202.01, dated May 14, 2001, signed by Allen N. Reeves, P.E. 3. Plastics testug in acowdaace with the' high Velocity Hurricane Zone„ substantiated by Issuance of Miami -lade Notice of Acceptance 03-0523.01, expiring August 15, 2007 C Calculations Fmdnct anchoring is k accordance with manu&ctam's published recommm&tions as substantiated by tested specimens reported in test report #01-34723.05 and 01-39202.01. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W. Ibney, P.E. 3. Glass Load, Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. D other Certificate of Participation issued by National Accreditation & Management Institute, Inc., eertifyi% that Silverlinte Building Products, North Brunswick, N7 is maa,ufuluring products within a [quality assurance program. Wendell W. (FL # 54158) November 29, 2005 FL 5600.1 EVAL &c — PF 953 Sheet 3 of 3 &WtLINE 13UILDII4G PRODUCTS CORP. T 8RVERE.WE MVE NORTH BRUNSV1iCKNl08902 PH. 732A36.IWO "SERI P 5500 / 5000 / 570019 SLIDING PATIO DOOR EXTRUDED VINYL iYL WD IT NAILING FIN I. THIS PRODUCT HAS BEEN EVALUATED MIO 1S IN COMPLfANCE WON THE FLORIVA 9UfLDING CaDF EXCLUUNG THE 'H4R VELOCITY HURRMM ZONE'. 2 PRODUCT ANCHORS SPALL 8F AS LISTED AND SPACER a5 SHOWN ON D TAUS. ANCMR EF1BOYENf TO a4SE .VATERML .S EL BE 8EYONO WALL DRESSING OR STUCCO. 3. I§NfN USED 1N AREAS REQURfNG WP ID-9ORNE DORIS PR 7iECMN THIS PRODUCT IS REQUIRED TO 9E PROTECTED 'NTH AN IMPACT RESISTANT COVERING THAT COMPLIES WITH SECTWN 1804. 1.4 OF THE FLOR10A BUILDING CODE #. FOR 2X STUD FRAMING CONSTRUCrON, ANCHORWG OF THESE UNITS SHALL 8E THE SAME AS THAT SHOi'/RI FOR 2X BUCK MASOliRy CONSTRUCTION. 5. CGNOIW14S NOT COVERED 8Y TIRS ORAWMG ARE SUBJECT TO FURTHER 04QNEEMMU ANALYSIS_ 143.62" MAX. O.A. FRAME WIOTH 47.50' MAX. PANEL WIM a a 43.04' a.L.a. W 3 l UFSfGN PRESSURE {PSI') +35.0 1 -35.0 95,82 MAX. OVERALL FRAME MOTH TABLE OF CONTENTS SHEET if 17ESCRfPRON 1 T4PICJLL ElEVATh9N5 OESGN PRESSEI ES & NERAL NOTES 2 ONTAL R VRWL CRIMS SECM2NS 7X BIN!{ 3 HLW1 OM& A WKIC1L GROSS SECTICSS IX SKK 4 2X &XX ANCWRING 5 TX HKK A FWME ANCh0R4iG S BU OF VATF-RAS & ftU M63 SECDOM 143.62" MAX. O.A. FRAME WIOTH 47.50' MAX. PANEL WIM a a 43.04' a.L.a. W 3 l UFSfGN PRESSURE {PSI') +35.0 1 -35.0 95,82 MAX. OVERALL FRAME MOTH 47.50' MAX, f r PANEL WTOTF1 2 2 4 43.00' o o r 3 O MAX. t D.L.O_ X idsx 6x C6Ac � r x o _ r. -ING7 F w/F7 moria QESIGNt PRESSURE [P$Fj T35.O -35.0 71.62' MAX. O.A_ fR4M€ 10TH 35,50' MA)C. PANEL AIIDTH ] J S+vULE n/F]xET? uT£ DESIGN PRESSURE (PSE) +35.17 I -39A m A -.t N T t N CD CD J A CD cn �o W m cn d IT! C) 77 70 CJ O O ;7 Ul D fi l m CD 00 1/4" MAX. SHIa SPACE CM) NOT RE40tJOREJ3 ON 2 RNIEL CONFIGURATMN 4 moRZdiIl , CROSS SECTION e2x 8i1CK �,V 0 RXEQ PMEL "0 t/a' MAX, SHIM SPACE CrM,) 1-1/4' MIN. END. (M) 2 2 LATCH JAMB SEAL 0 SIL SILICONE MLK ��ryFKRTIM CROSS SECTION {2X SUCK} �J 0 HEdo aOwa W. RW 4i M Ft -?42 or 6 1/v mm. Sm SPACE (7YP.) EM6. (TYp.) NO REWIRED q y� ON 2 PANEL CONFTGURATION 29 HORUGMT& GROSS SECRON fix BUCK} 1/4- LEM..smi11 • _ " SPACE ') EUB. (Trp.) 1 nr3o1 lel NOT REQUIRED X32 27 ON 2 PANEL CONFrGURATIQp ( C 1 N4RrzogrAL CROSS 5CCflON i,x B cK) 3 ® FFXED PANEL MEI I i SEAL ANCHOR 0 SILL wrrH SILICONE CAU'. v � GER7ICAl. CROSS SECTdON (IX BUCK) 3 O HEiO "a VERMAL CRUSS SECTI(W ffK BUCK) 9 SRL 4r. RW rim m_ FL -142 V _dR WWt�S 9V -'dV 0 N o� x U � CD A .i F-' a) i N m C CD C M A G) --J cn Lo cri LTI rJ.7 CTI a m n T m d O O 7p U7 ., 4.5' (TVP.) 4.5~ (TYP.) i I 3" (Typ') ` v • i 7.5' (IYP-) 7— 7.5' (TYP.) l zd ' SEE WTE I j isc sucx SEE NOTE 1 E Q u MASONRY �� N O OPENING ! i MEETING STILE ' SHOWN FOR (I REF. ONLY IJ ., 3 PANEL BUCK uQMN.Q s • '' _ +' S' (TYp.) '� �'— Fi lip-) I [: ai .y ij J` 26 2X 6UCK ;1 MEETING STILE (TYFI.) HEAD�SHOWN FOR 11 do JAFl85 [ REF. OKY i MASONRY I 1 OPENING ' •'_ I I SEE 25 I ' W NOTE I I w 1 it it m" " z �o 3 -PANEL Mac ANCHomNr N07ES_ 1 _ 3/16' TAPiC NS REQUi-RE A MFN€.I UM 2" Cti£AR4MCE TO WSOURY CEDGES AND A ANNIMU-y 2-5116' CLEARANCE TO ADMCENF TAPCONS. Z-V-ANEL FRAME ANC'HOgING ar, Rw M RR FL -f42 # aF 6 it Yz�z n 33 h pJ .) SEE 14piE 2 3" (TYP.) 3 (Typ.) B- (Typ) --j�— B' (Trp.) :" 6' (Typ') f _ter II 3! ii (TYP.) HEAD , E & Ame 1 00 5EE NOTE 2 1x SUCK I ii MASONRY i � AIESTELE CPENINM TYP. SILL 1 SHOWMN FOR SEE REF. ONLY NOTE 1 � J F5 � ri It 3 PMFl fB6MF-e rQ10RING WITH 1K BUCK i . 3/16' TAPCONS REQUIRE A MINWUM 2' CLEARANCE: Ta MA5411RY EDGES AND A MINIMU)k 7-5/16' CLEARANCE T4 AG.WCENT TAPCONS. 2, 5/16' TAPCONS REQUIRE A MIMMUM 3-1/8" CLEARANCE TO MASONRY EDGES AND A A4NIMUM 1-3/4' CLEARANCE TO ADJACENT TAPCOEVS. �w 2 h U N Z in _PA�NI1 FEt yr Al C'rd�lrs^ WriH 1 x BUCK fiY Ek7RiJCERS UCi7iSEE$ IN '+ 5 CER7IFICA—lK S FOR VINDM ARE i0 Be PRoCkka �OOR>v4 FOR XM P1'C a"RVSIONr. *GLI�S 435' 111 E1" INSULATED T MPFREp GtALSS }/8" TEMPERED — AIR SPACEF/8" TEMPERED A�+ 2.1 d5" Y z }5 20 1 0 ca HOT REQUIRED U2 } HORIZONTAL CROSS SECTTON ON 2 PANEL COWGURATION $ F, m N CD CD m R CD A A M v ID m v LO Cn m a m 0 71 m 70 d 0 0 70 LO 0 rl } VERNCAL CROSS SECTION s rl