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1217 W 6 St - BR18-002665 - Garage Door ReplacementR CITY OF SANFORD JUN 1 31,,,Z01$ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1300.99 Job Address: 1217 W 6TH STREET Historic District: Yes No El Parcel ID: 25-19-30-5AI-0815-0020 Residential X Commercial Type of Work: New Addition Alteration Repair 19 Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Title: INSTALL MANAGER Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR NET Property Owner Information Name WALKER, TASHIA & SYLVESTER Phone: Street: 1217 2 6TH STREET Resident of property? : YES City, State Zip: SANFORD, FL 32771 Contractor Information Name WILLIAM WALDEN Phone: 321-284-8290 Street: 244 OBRIEN RD Fax: 877-225-0658 City, State Zip: FERN PARK FL 32730 State License No.: CRC1330671 Architect/Engineer Information Name: Phone: Street: Fax: _ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A<f. 00 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I Signature of Omer/Agent Date Print Owner/Agent's Name Signature of Notary -Slate of Florida Date Signature of Contractor/Agent Date WILLIAM Print Contram CHALES E. MERINO MY COMMISSION # FF940114 EXPIRES December 01, 2019 W ic Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of I D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY. Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SrG•t4•t-b Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE 1Rpa I ?E - 7!_ C C i Bum-.Y wc;1PERmr — -- - Min mgix fus ection Descri ti®n Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen.Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: Er. mucm.IP'=mT Iffin Mgt ns ection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 1QeCHAMrca.c.lP19kkF* la9[in Max IInns ecdon Descri Lion Mechanical Rough Mechanical Final i09[in Max runs ectnonn Descri tionn Gas Underground Gas Rough Gas Final REVISED: June 2014 6/12/2018 SCPA Parcel View: 25-19-30-5AI-0815-0020 I Amrsm crt PLqReft, Record Card PMIML[ Parcel: 25-19-30-5AI-0815.0020 Property Address: 1217 W 6TH ST SANFORD. FL 32771 Parcel Information Parcel 25 19-30-5AI-0815-0020 Owner(s) WALKER, TASHIA WALKER. SYLVESTER Property Address 1217 W 6TH ST SANFORD. FL 32771 Mailing 1217 W 6TH ST SANFORD, FL 32771 Subdivision Name SEMINOLE PARK Tax District S7-SANFORD DOR Use Code 0103-TOWNHOME L Exemptions I OD-HOMESTEAD(2008) — Value Summary 2018 Working 2017 Certified Values Values Valuation Method CosUMarket Cost/Market— y Number of Buildings 1 1 Depreciated Bldg Value 77,593 73,158 Depreciated EXFT Value - Land Value (Market) 6,139 6,139 Land Value Ag Just/Market Value 83.732 79,297 Portability Adi Save Our Homes Adj 12.788 9,812 Amendment 1 Adj 0 P&G Adj - ---- 0 o - Assessed Value 70,944 69.485 Tax Amount without SOH: $722.09 2017 Tax Bill Amount $604.04 Tax Estimator Save Our Homes Savings: $118.05 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 2 (LESS W 1.5 FT) BLK 8 TR 15 SEMINOLE PARK iPB2PG75 Taxes — Taxing Authority 1 Assessment Value Exempt Values Taxable Value County General Fund 70,944 1 45,944 25.000 Schools 70,944 . 25,000 45,944 1 City Sanford - ----- 70,944 45,944_ 45,944 I- 25,000 SJWM(Saint Johns Water Management) 1 — $70,944 ; 45,944 25.000 County Bonds I $70,944 45,944 I25,000 J Sales ---- t DerscriptionDateBookPageAmountQualifiedVarJlmp CORRECTIVE DEED WARRANTY DEED 7/1/2007 06749 06752 - 0547 $100 1GQQ - $150,200 No i Vacant Yes Improved6/29/2007 -- -- F-.lc-eSam ----i Land— ----- - --- - - - -- --- - Method Frontage Depth Units Units Price a Land Value 1 FRONT FOOT & DEPTH 49.00 I 81.00 $174.00 1 $6,139 Building Information J # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ex1 Wall Adj Value Repl Value Appendages It Actual/Effective 1 j SINGLE 12007 6 2 3,Q I 752 t 1,779 i 1.432 I CB/STUCCO $77,593 1 $ 80,826 , Description Area I iFAMILYi + FINISH j GARAGE ' 299.00 FINISHED I http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=2519305AI08150020 112 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 06/12/18 I hereby name and appoint: Thomas Beesing an agent of: Precision Door Service Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 1217 W 6TH STREET, SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: (A Ah' U)cc STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me 20 18, by William Walden to me or o who has produced identification and who did (did not),YaVe)an oath i Si Notary Seal) Print or type name e 12 day of DUNE , who is Mpersonally known Notary Public - State of Florida Commission No. My Commission Expires: as Rev. 08.12) CHARLES E. MERINO MY COMMISSION # FF940114 EXPIRES December 01.2019 r.,. i 3 IOf1C N?. Of ASA-- 4C/ 6/12/2018 parceldetail.scpafl.org/FootprintPage.aspx?PID=2519305A108150020&BLDGNO=1 &PAGENO=1 RECORD COPY REVIEWED POR CODS COMPLIANCE 51F— PLANS EXAMINER DATE 0\ SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 8- 2665 htip://parceldetaii.scpafl.org/FootprintPage.aspx?PID=2519305A108150020&BLDGNO=1 &PAGEN0=1 1 /1 c` City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 1217 W 6TH ST, SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional AMARR STRATFORD 1000 10X7 FL5302.13-R8 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature fl w W & C Applicant's Name O-A UV( Y>1 lJ 11( k cO 12 V1 Please Print) June 2014 ti GA GALV, RESIDE ATTACICTTOF ROLLER IRS 7 e0G1L STMS ATTACHED V/ (D 3/4- NoI• . 3/J- NNEAO SCRCVS AT EACH CENTER STILC 1/ rJ V I J VrSLE PA LYRICAL i0P-0XMES— ...... I. r^ OAIASAFE ENTER Imtt ATTA040 V/ ( A) VA' • 3/4' NEX WAD SCREVS 16 GA RESIDENTIAL TOP nrrum AMOCO Vn3) 1/V . S/.• ICX HEAD SCREVS AOA6TAOLE SLIDE DRAOQT ARACNEO V/ a) 1/4' . 1/r MT WO NITS SrnX SRnann w LDf. ATEOIN NDAZ HaC(D a TV SECTm1 EI.YT LADLES rw STRUT ATTA04MUT ( V STRIIT IS ICOROCO) g 1 ND(ri1 TYPICAL STILE STIFFENER r . EO G $1E N LS S I) PER EVE( N SECTMNS t A. 1) PER 00 NI SEETo a 1. 3. CR STALE RACC16NfS GEE (TAILZ D EI PAGE S FORSTINTS/ACT6 IA'-r MAN Q ap* INSIDEELEVATIONaw+ N. TS Y eOGA STRUT vENR Z IREISTRCRD AIR ROV EACH ARACCOIv/ V 1/4 % 3/4' 11 GA ORASAFE AT ENO Arm CENTp STILESODTTDN IRAIXET IA GA 1)IfOf ATTAECD ElmN06EATTAbee; 7 2CW. STRUTS I. HEAD SCREVS O IQII HE" SCIitVS ATTAcwb V/ (2) V., A• A 3/4' ICE IArA URASAFE ICAO SCREVS AT 1 IMLER CARTING ATTAOEO EAOI CM, STILE TO Em SIDLE w (2) 1/4• . 3/4• toIUD %Cw4s PER cARRUR u .• r 7-GALL STEEL GE M04 2' 7-1ALL 2 CEL GE NTLEI R VIOSTEPROLLER 2=7 STELA Ra1CRS TYPICAL 00770N CRACKET/ . , 7 `1 Tr/ () 1/ 0 . 3/(' N O( tNEMcsot[%s GOi r YhRYSECTION A - A (SIDE NEW) NT.S low a, CMAM YAL ROM TAU' S L= TRICKS AT THIS q IZ - s7 O wN p) $/IrCIA. . /r LAG van 1) SAG' oYL . I-Sm TAG SMT ARAFJCD TO A" AT EA. JALO WAOQT c THOJQIO G IALiu I SECTION 1 +• RARE sr a PACK s e sIDE FE) JAIq ORAE(Ei wclw SECTION TRACT( OOESIGURATION FOR 0.6• UP TO If TAIL DOORS NrL TYPICAL DURASAFE END NiNGE' , , N .S NT. S r a taNOR 3 1) 3/1s• CIA. . 1.!/a' TWO (D ROvf Q TIaEC CT VENTS EOIAIIS 13 Se. UDICS LAC BOLT ARAOIFD ToJAA/ AT EA JAM RAACKET 2 % e STP OR SK N0. 2 OR DETRX) OPTIONAL VENT DETAI N.T.S 6 smR•,Ioa nD Aem 20 GA CENTER STTLL LADY M 0001 O nM90Y® TO M IOTIGY TIaOL YLRM 1RM0 11NQ os,ma, 0 1[ 1O Pat"VM1K tWe THEMETHOD OF TESTING WAS IN SUBSTANTIAL O1L nLY00%® NON Te DOOR. CONFORMANCE WITH THE PROCEDURE DESCRIBED IV ASTM sw.• l A J µ1EMI Y'`N'"" ocaaL0407 or E330 AND ANSI/DASMA 108, THE PRESSURES SHOWN ON THE L o0•0 .0 NMOAME ARA Is OTSIbm YNIIPACAM DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE 00 RW NL0 AIM RANANOf ASELT MEW 01 US" STCa FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE E10 COUP QCmO WALL IR IS G I•L (JAr) AQ EO WM UOK ooURP" OYAUTI ET0i0`Smt Y TGATRICKTtAE( M0 0(XE N65DSIZONE. ROOF ATANY SLOPE): I. aPA0RN0 Moc". ODRMS WAU Is 0000 W A AIMINE) .ROlcs O01vmAFORAAOLoworeAc% E lar AND TUTWINO SPEED MPN tat 129 122 117 112 ee.aD a ne •u wR N ADproI To QmTtO.OAG 7 RIVETS EXPOSURE LEVEL B C C D D A.o 10 s a IM.Aa 3 roI .mml.L ooaR .ow TRACK MOUNTING DETAIL MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 25' N.TS OU MAX SIZE v.•V\ v-•• v4C; .tU I.- H•iEIGHT kz : No 0=579r N L 9 *: Mimi DmGNLOAM'' m3 PSF PST 1 j' t OF • 20. 8TESTLOADS27i,^•( ORtr/.P y`; 31. 2 PSF^ CI YODEL / 850 OAK SUYYIT w/ Dur$Sate YODEL 0600 SMUTFORD w/DureSate YODEL /950 HERITAGE w/DuraSdo Short. Loin. Flush Q Oak Summit Panel's UZI OAd R (J DAII 04TI/0 Dun mm B OEOODTR ME CATIu/ w/tD IRC-6016-110-15 9D:TI Rs OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) s e a OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLUM OMN AVAMetE ONLY ON DOORS IS's THROUGH 101E RME DOORS LES r4AN 15Y MW 1N3T IRL SNORT PANEL GIADNG OR CLOSED SCCTKIR6 WOOD JAMB ATTACHMENT TO STRUCTURE 7/16• X 3' LAG SCREVS STARTING 6' FROM ENDS iHCN 24• CLC. Q 1/2' ENIEDNENn Y A V-QTif ' •-Ma ATT 1aE)IT TOP )A Pet 1ONre TE HILT) YViK BQT 3/e' Y A• STARTP)i 6' FRO• ENDS THE.a N' O.C. l2 1/2' EMBECI[IR> HILTI SLEEVE ANCHOR 3/B' X 2-3/A' STARTING 6• FROL ENDS THEN 2+' OE (1 l/a• EMEDMENT) ITV/RAMSET RCDHEAD (TRU-IMT) 3/9' X A' STARTING 6' FROM ENDS THEN 24' D.C. O 1/2' EKBECHENT) J Y A QTI AI GANR AT7A NT TO IrN f-eA BLTK SIMPSON 1/1' X Y TIMM SCREVS STARTING 6' FRO1 ENDS, 175E PAIRS OF FASTENERS 34 APART) AT 24' D.C. Q 1/2' EMIEDNENTIHILTI1/I• X 2-3/I' KVIK-CON (I• SCRCVS STARTING 6' TIRO) ENDS, USC PAIRS OF FASTENERS (Y APART) AT 24' O.C. Q 1/4' EMIEDHENT) r AHILT, SV A RO3A/QA Ar —9MM ZWTKoENPS2IAGROEUT<) I 1/1• ENIEOIQNT) (OR. USEFASTENERSFOR NOLLOV C-90 KICK) LAGS AND BOLTS CAN BECOUNTERSINK TO PROVIDE A FLUSH MOUNTING SURFACE PREPARATION OF VOOD JAMBS BY OTHERS STRUCTUREICICETURE IL STRUCTURE STRUCTIDREK IF—--IF— IF—'1 IF- 1' 1/2, MIN 2-7,.' WN 1-I/ 2' N(N 2X6 JAMB rrv. 3• pN DCATED ON NC TO MAMVSCCTION 1/4• X LA' 1EX OO MID TENTER R 11 1 OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) IN•1/r 70-1/8' a w v LJ 10-s/r lo- s/e• SHORT PANEL GLAZING FASTENER DETAIL LONGPANEL GLAZING FASTENER DETAIL N.TZ )ITS GLAZING OPTION CROSS SECTION GLAZING MEETS AVAILABLE IN ND-BORNE DEBRIS REGION Deorafrome VANDOWFRAME OPTIONAL Daero INSERTS WITH UV PROTECTIONWITH UV PROTECTION J dz IN. 3/32- THICK CLASS OFe A )/ a• PAN "o am" RY 03"m O Kvm Ar 401G aar rrn m i— iaW1iwarqTm-A MOLDED INSIDEFRAME T SECTIONB—Brr u tt i 9 AVALABLE TRACK CONFIWRADONS M. T. S. SSB MAX SIZE I 4E 0}:' •, 14 MDIN W 163 PSF tj , j 20.e PSF a C ZEST LOADS a27.5 PSF 1! 31.2 PSF IA FL YODEL /650 OAK SUMMIT w/DuraSa2e YODEL #600 STRATFORD w/DuraSa2e YODEL /Q50 HERBAGE w/DuraSa2a Short. Iona. Flush Sc Oak Summit Panel's IS 07AMBT DJ WTE CAIVM Was; fum B Dmmm im I oLE MRmp IRC-6016- 110-15 Ism 2D•) TABLE 1 TABLE 4 1 TABLE 5 flr 16wn(fwwS art f till W00I PAU 011=1111 gm ygtip W GAN Rlat 1 ,t'6DIWlf a t UOW Tlgl IOE 2 r 0 mego uet a Na NfOfAma a G t I D.710i RDGADC i M t .i :'! , ^i: naMAXSM te' 1MpiN I1'al¢ r s y 1::1 .•J •..b.9 '. S eaa atanA s ZZ: DESIGN LOAM i16.3 SrP^- F 20.8 PSF _ . A. Op: `• r TEST LOADS •, Ct• -• O u l ,.1J FL 7iri:::att: 2s I to com 1/a61IN•tAILK NL U= MODEL /650 OAK SUMMIT w DuraSde MODEL 0600 STRATPORD w/DureSde MODEL #950 BEBITAGE w/DureSate Sbort• Long, Plueb k Oak Sumalt Panel's 9S pAMn Di UX 01/01/61 Oflflg lUl g MOP Of tort urpy IRC-6016-110-15 9EE1 J O' J 59WEIREIN swm Palwi 1 AMwe91iEi11 DOOR STRUT SPACING (BASED Ris mp.. M O'SFl Igolea z.. al 1 10aa 1 77.eOUR 11 Ir nen 172 a 772 tr. nr sw a9 9 2.2 Ir417 11 1T$ a3a3 a a IzeIre al 1z19 uto slim a 7 ffr 9 1lie 1J3 SMn a a. a, 255. 2531 TABLE 2 TABLE 3 DOOR SECTION HEIGHTS HEIGHT Stm #2 #3 94 C5 g6 #7 #8 1d'0' 21' 21• 21• 21- 21- 21- 21• 21' 13'6' 21• 21' 21• 21• 21• 18• IS' 21' 13 0" 21' 21- 21' 18' 18' 18' t8• 21' 1T 6• 21' 18• 18• 18" 18' 16• 18• 21• 12'0• 21' 21' 21" 21' 21• 18• 21• 1 VW 21' 21' 21' 10" 18• 18' 21 • -1 11'0• 21• 18• IF 18' 18• 78' 21" 10' 6' 21' 21' 21• 21-121-121- 1T O' 21' 21 • 21" 18' 10" 21' --: 9Ti' 21• 18• 18• 18• 18' 21• .. .•. l 8' 6- 21- 21' 21' t8' 21- _ f 8'O' 21' 18" 18' IF 21' ` _ 18' t8' 18' 18 t8' _ 21• 21' 21• 21• M6'6*21• 18•t8• 21- _._.~- -{-- i,.,,,, f . 0 Ill AnA06dW v.mw .I-r Aua9® wT1 sv on Yr ea 2 OR 9Er10I ONLY 1 1 1 a' 174IT. 0 21 24 9 lye 714 2.3 176ue If 1 lye I s 71. 213 2.7 1 11a 11It a 1 lar shM 1a9 a itIra sum a9e aa Ir2Ire SroI aae a. u. v we 2a 3 a4231 Ir • 1`. a 33 231a' Ire svl I1 aeas Ire 1r9 su1m1 aI 1 22 Ir w 1 , s11oR 1190 a3 1r13 unr. w 196194 22aI t30u 19. 1 22.1I Ie slot 192 714 Is. s1m 1 a 21e Ise1sa ee ee n. Ise1e• sun 99 Igo 7:. 7I.% Ise it ISIIs, 1 le. Is. a9 Iit slat e. Ie3 1 aeas lea e an nr 1 Iwe 9a9emlwaear rp ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A 8 0 E F G H I J K T 8'6• 5 tn' IS 1/4- 13 t/r541/4- 671/2- T 5,Jrt81/1.d61/r601!4• 73 1/2- T6• 5 1Ir 151/4' K3114- 40 1n' S1 1/1' 1/1' 78 tlr 88tn• 8'S l/r t81/4. 43 tn'S< 1/4• n 1/1' 79 1n'91t/2- 8'6' S11r181l4.161n' 601/4. 781/1' 851/r 7001n' 9'S 1/r 15 1/1. 10 t/2' S1 1/4• li9 t/1' 78 1n' 87 1/4' 99' s's•5,rr1eu4.36,a 13,n• 51,u- n 1u• 79,n• 90 u1• 103 ur 1r s ,n• s ur 39 vd• 61n• w v1. 7e ud• es vz• es vs• 109 tn• to'6• s ln• 1s u1. 3s v1. 481n• 6o v4- s1,u• ee 1n• 1oz v/• ls ur r s 11r is try 36 v1. 43 yr sd,/1• n u1. 79 1/2' 90 ud• 108 vv s trr t30,n• 11'6' S112' 181/4' 39,l4' 161n' 601/d- 781I1' 851/2• 961/4' 1111/4. 121 tlr 381n' 17 S ln' 18 1/4. 39 114' 46 1n' 8p 1/4' 81 U4. 88 1/2' 102 i/4. 120 1/1. 127 7/r 112 tn' 125' S 1n' 181/4- 38 ,/4• u ,n' S4 t!1• n 1/4' 79 1/2' 90 1!4' 108 1/1. 115 ir2' 128 1/1. 139 in' 13' Sln' 18,/d' 391l4' 161n' 601/1. 781/4. 851n' 981/1' 1111/4' 121 tn' 1321/4. t151n- 13'8' S1n' 181N• 391/4. 181n' 60,/1' 81 1//• as UP 102111' 120 U4' 1271n' 138 i!1' 151 1n• 11' S 1n' 18 1/4' 39 114. 18 1n' 60 1!4. 81 1!1. 88 tn• 102 1/1. 123 1/1. 130 1n• 1u 1/4' 157 1n- ODOR HEIGHT TRACK ATTACHMENT SPLICE A B C 0 E F G S 6'8" 10' 38' S8• 70- T 10' 38' S8• 78' 7' 6' 1' 28' Sr 76' Br 8' 10' 34' S8' 82' 88' 8'6• 4' 28' S2' 76' 94• 9' 10' 31• 58' 82' 100' s'e' 4. 28• sr 76' Go• 106• 10' 0• 31' S8' 82' 106' 112' 10' 6' P 28• 5r 76• l00' 118• 11' 10• 34' S8' 82' 106' 121' it'6' 4• 28' S2' 76' 100' 124• 130- 17 10' 34' S8' 82' 108' i30' 136' 121i• 4• 28' S2• 76' 100' 12a• t42' 13' 10' 34' S8' 82. 1m30lH t48' 13' 6' 4• 28' S2' 76. 14' 10' 34• 58' 82' Ii13Ll t iu' 7 t taD2! Est• ttel':' J tt:l r'7 FiL 7 Fli7l i OLII°7 ttP i:7Q:EJDE 1R 1 1titi t Lr'tSII] tf 7im mFiZ:7¢t i70m DiT7 1i1:• l:FD 4"Y9119 tEll E. EL] LC7 iITZ1 tip•] t:'"•1 E}7 1 t iL'J E.u'7 EStZJ 9DFm ta l mOi7Ltr• tr•i t IiL.lr'fi CIDtom] 1IIL] DII aLt1 L: i J1 V•:ZSIa_!S'J Yl'!lil!J!lfJitiatiu Y^ 2Ji1142uk1:1t 1, Ii Eu'7ElElm, ti[t1iJ tr'. C'FS1GFh:1[C7 35] tam E 7Im MFi m Mc: 133d7 ti 3l E"" CSD IiZL] EiL•9 fi1 DIF i®Ei E i:] Q:i:•J J ti®L*'1 OFsi i:Z] m tom] ti,:m®mom IiQ3 1tiE3u7t 3 mf ti®E. QIi3 ML S tip] 3F]! 7 4•7 t:lgllMFL I': ] t l