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HomeMy WebLinkAboutNotice of Acceptance (1,05- 05114 MIAMI-RADE MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 0 11805 SW 26 Street,Room 208 ti N % J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 V a'}'((:) BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 kr cv q ti NOTICE OF ACCEPTANCE (NOA) www.miamidsde.eov/economy Amarr Garage Doors dba Entrematic am 165 Carriage Court Winston-Salem,NC 27105 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right 4 to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may �® immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide with Impact Windows(DP+51.1,-60.3 PSI) APPROVAL DOCUMENT:Drawing No,IRC-9509-180-21-G,titled"Model 950 Heritage&655 Oak Summit(24 GA)1000,2000,Short,Long,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated 03/12/2013,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E.on 10/03/2013,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,3800 Greenway Circle,Lawrence, Kansas,model number,the positive and negative design pressure rating,indicate impact rated it'applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading'Miami-Dade County Product Control Approved'is to be located on the door's side track,bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of --- this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the -- -- - expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done • in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#17-1010.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. MIAMFDADE COUNTY NOA No.18-0725.02 APPROVED !�h•9124' Expiration Date:October 10,2023 y, Approval Date:August 30,2018 rPage 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA#13-0813.21" 1. Drawing No.IRC-9509-180-21-G,titled"Model 950 Heritage&655 Oak Summit(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated 03/12/2013,prepared by Amarr Garage Doors,signed and sealed signed and sealed on 10/03/13 by Thomas L.Shelmerdine,P.E. B. TESTS"Submitted under NOA#13-0813.21" 1. Addendum to Test Report No.ATLNC 0319.01-13,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and installation diagram of Amarr 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc,Test Report No.ATLNC 0319.01-13, dated 05/01/2013,signed and sealed by David W.Johnson,P.E. 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. "Submitted under NOA#13-0503.06" C. CALCULATIONS"Submitted under NOA#13-0813.21" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 07/16/2013,signed and sealed by Thomas L.Shelmerdine,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA) for their "Saflex Clear and Color Glass Interlayers" approved on (16/19/2014, expiring on 05/21/2016. F. STATEMENTS"Submitted under NOA#15-0505.15" 1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tomas L. Shelmerdine,P.E. fi, Z / 1 f2d/g Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0725.02 Expiration Date:October 10,2023 Approval Date:August 30,2018 E-1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA#17-1010.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0712.05 issued to Eastman Chemical Company(MA)for their "Satlex Clear and Color Glass Interlayers"approved on 09/07/2017,expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 6th Edition(2017)FBC issued by Structural Solutions,P.A.,dated 09/11/2017,signed and sealed by Thomas L. Shelmerdine,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0725.02 Expiration Date:October 10,2023 Approval Date:August 30,2018 E-2 • • '. . • MEATS•AHLC ROLLED TARDIER • ATTASl2V V/(2)I/4'.1/0" 8517 4 N(I,FER'HRAD%tTtli DRALxE:T ATTACHED 71.VCAD ''S-J1111111.7.2611. �' N4'•.MIR t TaH MMM LA FiNi • -...�,... • I., 1(25 RAL .vs �v''p"rpx�8431 V ca `Sr4^TC2S/b rs ARS 8m _ 2•MO( 2 GA T nhl 33LTS(RD(Kau • TDP/4',,3 Anal=M V/ TRUSS ATTACHED 17^,...711 AD lM•L 3/4'8 MEAD EGREVS 12 GA any,CDPADr61AL G a DAP IDEA.W C2)l/4•x 9/r �VII h/128 7/' SLID[HRACfEET ATEACHtD j,.i 5a TAP R[XytR BRAC%tT llof)TAD SOWS AT 1:J� WV U4•x 31Z FAIT AMY= �4.,.... MATRED V/CO L{•x MR EMIR STILE Dt ED{➢N CSESTL0 SIGH I/ 3/4'4R'X DEAD SCREWS ■ �xxAaNlr M/HA%ED ON PfE.TEBiiA MSS" %� ///'''''""" /Et IMAM T LEFT_ 5'ID HATE)8II, joie • iiirAArA•w•• 5'H42 VEX AQCER iy TYPICAL TCP FIXTURES 1 1'Ir- Z.,1 4 3Pt4,t110E•ATS•C HM • H-Ta C) • �• I II W ERYTso AAus D>TH h)'s�Ea�-HrA x I-air SEt ST MU D MI PAGE 3 FIR S ' RECO>91C11DED EET.T7R91 rnp1CURATIAH . TYPICAL SuRASAFE CENTER prNSE'/"7} aT'Lltn 1)0/16`Du,x u!9' !1 p KT.& • v1.DAI.T-ATTAmo T4 mai ' V .GNUS >D.TRUSS • (I AT FA..VYO 6RAtl2T y-'-'_. • PER SC=1 ! ( o i `Y DA.HUY,MEL .._-�,..A L.__.._.0 Y .__ti.. b.�..-_.e t " a �� JHid RRA7fClE =.E..�tlT...�l=a.�•• mPs YTD.t-saFF�rria cD 4sHaHOLx�n - TRACK` BEL41)T e=xm r 2(1 7@ .111 PC H'Cp-7 W-1:fl 711561 • l [ I FlOCT3 FDT ETRVTX10 i(FaGC_p��r.__ �� A7TACIDIDR MT STTHST '• 'GA f - wgQMe 1 A. �� n RC31URC3 n 1 `xdrrat.MM7 • 4 e v- g j Cxti 018 tri _ .'��y'�'--i �I M SCR JANad�,n2'OS na 3ratwG =r=41100-= - iii'A 3 EMI X B2 GA.MIXED TRACK CCINFIWRARON FOR 6'6'UP TO 14'TALL toms mu IN,A77ai•"`' EEE WAX 4 ON PAGE 3 A TYPICAL STILE r CAM REEL 43/4'"e RTTyiI.('¢D • F64 ET/LE M.ACFH111 L..._228(TABLE A 1.K PAGE 3 14TS 02 Cis 1.41 R 3rr 5CX NSY,D Fax MUT SPALPG AND.13 AT x Cs 100(-DEAD � � , - 9'-0'SAX SM-,.13 AT MLR CENTER SIDS U INSIDE ELEYA1i0N II sxwll• Awpproeamaa�lyka7 d0R TiD ri`;c. ARAIRA72C WEE IRRCXET u GA TURAS ' 2'582 C97XGU 7/4'8 .. BAN KLY.lie.. Armco V/24)7/4-5E 14 ENS}Drat MIAOW ATrK v/0 1/r X Ar{• / A Le'TRACK HILTS AHp N ZD V/f^J 1/4'x DI('4' „ : AT 81WO SCREW -T. 0 AHD GERM STEED ,-,t PIMx7f ... -•• !4 QA memoir h.E>SShHLC HCX WAD SCRC S V OM STRUT Axrscr Dy •if RTLLF1i CARRIERS/MACHO 7CC:1111kJrA=on ca ATTACHED 3 - I� •2758,STi_Z PS'rAIr2% 3'SilP 226A R-TR:ES WM ♦ RgyiR CARRU 10 ATTACHED 1=HEAD SOREVY Ur X 3/4'SEX Ir-'4D SCREW--, R;. 70 EtSEIDX W{3>Ht'x 0/4' AT END Ah9[EWER ` / SEAL TV 2Fwi G OM aP1 3I � HEX HEAD=EVE PER corm `.y(,'(�;ma'�y-�y�-.�,-'- �� .R '•� $,E.5. A-A("IDE bt'r Wi I¢�,Tii!! 5ICES. --- -c . 9 e/@'n2GA C 9'ME TTERR LER 6�)x> AYtStttS41T7DAjAaO o1sw.44 LOADS g ti .. 7? gg R^TRUSS T.• -•---- .' PUDE LOCK•EMMGES WM VERTICAL +at,i PDF pH� I`O+ Gari l ��!A z ATTACKED V/(4) 'VE'i SRAM EN DTH SUED 6/0'SIH �N FARaH mart is ♦ P•• $•• e�--.''$" • 1/{'k 9/4•HEX vas L'Ip GILL.STPD ,,, 19 GA,A7TACI63 '� t •.� {746AD STAEVS v"• ENGAGENERT CHAP LATCH.OR LIU s EDt1 P RE%,el rIEI`1 � V/f3>..1/4'X D/r -1.0.3 PSP „L�: �" fi'' 'rbAR 6AUM)'ATTACH WM 1/4'X, V4'HO(READ=REVS HEX HEAD=REVS Ettax.: 4048 FfT •C�' z TYPICAL OURASAFE END HINGE N�AL marmot- Atti't f • •• '� :CCE s4 a0L�pW 1./16•x 1 a/IM LAG \.. .5 A1�•'•; Q R t 'l"..-&.:,:: :yi '2") 99/4•*DL �E i.4. O ;v m 4>P� LARGE MISSLE ,o�� LArEp� . (— t9>eDASwan*ma TSL AT '".F `"T IMPACT RESISTANT FLS/`'`B° 3 � '`�� ATTA01ED VITH Pi saraw'RATL a T .t1 AT T>2 7(p AND (I)vib•L'J. .. • 201101 RAIL AND ALHCSIVE }}� RDtE7T/A}D� .21:11- . �1 �'A- TO RATAiDR FAS PERTRNVIT TYD fD RRbbyyspF r,> PRODUCT RENEWED _ - -I .1 VENTS EOUALS LD India' L.. VT. •'11"...- -. -=4----1"--- P' 7 "—r-"-�J as complying with the Florida G' It Building Code '4i=` i NO/444o. 18-0725.02 l64 CAW=C2Pl7 WRuarsALER,RG CROS TAASA Dmf • W130081.ADA HERFE=(24 1.A)MD,P.300 Expiration as•=10/10/2023 Nonny 666 OAB so8N (ST D2.4 8 AA)SOOD,2200 •s/6`H%22 GA Y 9,sY SIM WW2 .' mom MK IntiGI.AN OAK SWUM BMUS a)1/4-03 x 6/8'7714[3 t3 v8'R-TRUSS> TRApc maw!.=RST• SPIT=BOLT AHD 1817 PER Cal.7,Win=Axe •• OP7.2. EENT 0 i O Ml ,+• c 91E MIT �I1.4tZ W/17f(S IA509 180- '" .,S III 4 a a I. (Ha t JAM XRAEICT P OCt6T7[) N.TS. Minm Dad Product[antral 8 0 COD I az ,'RG-�G9-18D-21-C 2Ts • 2EMlaa , I . ` • SPECIFICATIONS AND NOTES • .033'GALV STEEL SUNNIER 1BPACT VTR=PRONE 1 ALL THE LOAD FROM SHE DOOR IS TRANSFERRED TO THE VOITICAI TRACK; INTERIOR OF GARAGE • FROM THE TRACK THE LEAD IS TRANSFERRED TO Th'E'VERTICAL JAMBS. • ..=GALS/STEEL EMI=IMPACT vitEDV FRANC YAW BILE ON Gust THE HORIZONTAL JAMB CR HEADER RECEIVES NO PORTION OF THE LOAD --.- MAK W751H 0'0' --.- • '24 EA.T ..DDDR MR • TRANSFERRED FROM THE DOOR. iliBEFEMTIOWTIOWTRIE • EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:+ JAM'0v[xALL +x30.0 LBS/FT & -271.4 lB5/FT Inn CLEAR ARNEatG MATT 3.DOOR AND HARDWARE WILL BE DESIGNED,MANUFACTURED • �'' a9D'SOLUTIO wa INTERLATER AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. DESICH LOADS'1 1 1 11.1 1 f 1 11 ' '✓'r'!Fes, A 1r/8'CLEAR /kWh G GLASA / .0.41,!: ".".'ja • 4.DOOR SECEDES SHALL BE 24 OA,(0216)MIN.EXTERIOR SKN +230.0 LBS/FT SEE NOTE 2 FF7+f �1t • ROLLED FORMED,W/BAKED ON POLYESTER PN191 -271,4 LES/FT. �f 71f '`:)'. * 'iI`i1,�+ES= -19A 900.pVE 5,DOORS UPTD 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. p C-r — USE(1)3 9/8'R-ABUT'P�SECTION 8.DOORS OVER(4)SECTIONS REFER 10 TABLES 1 AND 2 i 3/Ic'X u2'SCREV-DSEO TD • FINAL SHERI PANEL GI AZED RFT:TIDE SUITT AND RTRE 1 ATNIFTE. FAy7E�724E STEEL EXTEPImi IMPAC �(a!Y'FRAHE TD ON PACE 3 N.T 700E STEEL D7TERiOR 1W'A07 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED x`/664'N I s CV-USES TB FASTEN 1000RASVE•PLAEOE FADES BY A REGIS1RED'PROFESSIONAL.FNC,NEER FOR WIND LOADS • E E INDICATED ON MIS DRAWING IN ADDITION TO OTHER LOADINGS ... 11 B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TERNS OF ALL __ .F-__.__._ Y, A LIT• USED F FABRICATE DOOR PANELS UNDER THIS NOTICE OF 'TENSILE _.___._—.. ___- L ._r _.__..— __. B-R;WALT WINDOW DTATL A MINIMUM CF 2 SPEC,MEP5 SHALL.BE CUT FROM 00014 COIL MID'RNSILE f SECTION TESTED ACCORDING TO ASTM E-8 EY A DADE COUNTY APPROVED LAB '1 . /// E ' /// . '1 '-../// ,1 /// N.T.S. SELECTED AND PAID 8Y THE MANUFACTURER. EVERY 3 MONTHS,4 TIMES A • .n .j YEAR,THE MANUFACTURER SHALL EMIT.TO THIS OFFICE A COPY of THE TEST - .` i• - _ REPORTS VETT CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM '.. 1 �I- 18-1/e'D i 0•l1PD COLS AT THE MANUFACTURER PRODUCTION.FACILITIES. MO A NOTARIZED isooacl mi9ltteeilorks STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH Ill 'x 1 .z 3' BoDd�Deb OF 32,000 P51 OR MORE SHALL BE USED TO MAKE DOOR-PANELS FOR DADE TiTie OFF ', '''''rPr'''N'tiala COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 2 - 703 ='aL0 • E � 3Mcri PtQ'cq CmCml . iia0 / / j445 /, • j 1�. // . .l • // • / - / PRODUCE i�I PRODUCT RENEWED / ,I f / , 4: // ['REVISED L.. _„ __ • // as complying with the Florida •• A ti ODgtDMy 9rK!Ae pltleiLlS ��`- Building Colo iY '2. .�1�.. ,.�l•�•. �•. tinkling Dads IMPACT GLAZING FASTENER DETAIL Algor6du F.+P11='B lA'�R$i NOA-No. 18-0725.02 'z AmpareeNo I -70/0.07 MTs Plaids • Co Expiration a 010/10/2023 1:7401,1' GLAZING MEETS ASTH.EL205-04 NOA4 K.COCI . el By 0 • SNTFTHHF]i ATF CR'TTDN .04 K' .•aka Cortina Miami-D Product Control BY`,' •'! / WOOD JAMB ATTACHMENT TO STRUCTURE ILO SXCFTLrsac 517E IT 0• 6 'Y YHTu'AO Si!'''"ATTA7291 •T Ti YMD r1AN0 REI.CPI4F g ,IP I 5/16' a'LAG POOl/S SFARTlED 6'FROM EFI95 7ffc7H 20`0&C 12•EH101100JGD _..._._ RTTCAL,IAHR ATTACHE=M Tn VIM PSI ET/CST W • • I H1lTl6LRK BOLT 3/8'X 4'STARTING 6'FRIIA MOM?NEN 24'Q.C.C2 I/O'WEINER/ - MAX SIZE SD �� / HITT WE'VE ANCHOR 3/8'X 2-3/4'STARTING 6'FILTH ENDS THEN 18'QC.Q 1/4'2 0/V EHD 9'x 14' mFI 00.07.1.....144:4,4` 4 ITV/RAH RANEAD(TRU-BOLTA 3/8'X 4'STARTING 6'RSn7•DDIS WREN 24'DC.C2 1/P'I NFONSNi7 ate' ,,•iO Ez •57,/,/..7,,r __ __ B X A VERTICAL./AND ATTACKKE11T To vainV G-o0 Ill CX DESIGN LOA S gi o��0 co 1•�E!V„`i6.. bpd '.•- .i +1' y/"" 43'APART) )A X a'TREE SCREWS STARLING 6 FROM EN USE PAIRS OF FASTENERS p�C,-.\C SF•.p#g�; tilt it %NIr� ./4P��""'_ H5,,,,T7L�/��X r3/4FKIOtaIC-�C�H£31�SN'C�R TE115 STARTLIG 6•FEDI ENDS,UST.-PAIRS[F -50.3 P� ��`���,' �• �4. . �- !U Tit � V(170 ERS 03'APART)ATE'ITL(1.0/4'O*SETD1EN1) NO�.D4B5 fa.s . • OFOUTFO C-SID CLOCK 12055'PSI GROUT) rsi*:n ' � / v lli i Ila !. HILT!SLEEVE ANCHOR 3/8' 2-3/4'STARTING 6'1511*IGTDS THEN 22'0,0,O 1/4' -O• *(J ;ECS 4 ENBEZNOFTA CDR,USE FASTENERS-FOR N(8LW/C!0 3100jim ,-ay�S JL/.. STATE O F .'w,�..'n *LAGS 1.01 0145 DOLTS F CAN Bek?a OTHERS PROVISO A FLUSH MOUNTING SURFACE.>PRElAR1.IA[TSE aE'.'....S O E OF 14 l'4, — — CONCRETE _.\.. 1®IAV 5 DC on=BLn g h�r,/4jSr�tiinn t�4��` -STRUCTURE STRUCTURE STRUC7URC STRUCTURE A 211 • moi_ Tec • -�i • I I 1R CMNtb1 FTQrT\IDn1ER'I51 M,60. 51300 V.VANAOR9t 1I HII -2/4'NTN 1-12•MN 9' 560511,1150�BQ'AGS(Ed OA)1000,2005- 2X6 JAMB 000051,605 OAK trOZM1T(54 GA)1000,2CD0 `. TY. 3'HIN 814550 IATNG,PLUSH,62415 DAR 500{501 PANELS 1 Si/i 6010138 WA DDC 01/!4/8 [OZONISE? AVAIIABT0 NAM COIIITCJRATIONS B 5000111 505 Rc-S5(2-110-2I-0 N.< SOT 4g1 TABLE 1 TABLE 2TABLE 4 . DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR • SECTION HEIGHTS BecUan Center Stile Location HEIGHT SECTION CONFIGURAUGN) TOP - HEIGHT•Btrn #2 #3 #4 #5 #6 #7 #8 Pant Type (61eastred from Left Be)dg A B C D E F I G H T F?i tI'a:1Ata -mg raw, 1) i. X12 W dtin 1st 2st 3rd g7 51/ c`t6p1„-37 1 _>Y '..°; 13;}1,x_. + ,M7.0��.,/2 13'6' 21" 21" 21" 21" 21" 18" 18` 21" �,7' 51/2 16" 37° 58" _ 78112" mom is��it rc �.. 1 i...In F�SzOR. $-�*��.�;.,s�S*1'� $.:�A.9�a.�.�`l-'1f1$e�.S_' r<Ctt ..4g g49'-'a, � '.rt__-.'b. '.?X*VA..itil`.•'' F4(.� f ins i s fir ()eR'r?. x..8 2 ; :J1.$ ti' B'I0 Long 24.000 48.000 72.000 . O bead 24.626 48.000 71.37n' 8' 5112 16" 34" 52" 70 88112" 12 6" 21 18 18 18' 18' 18 18 21 I r 3:' r r Jrb s'-713 Z ..c14-41 6 rAt�43.Y�"g 4X.OU�?i' r`cG�'u-8•�+, �a9 llgi 16""2 0...1310761 .;riri+MI WAR IOWA 4T51; T''W)."Z6".- -'t.r�rA a': �6 4 ' It j 812 Long 24.500 49_000 73.500 9' 51/2"_13" 31" 49" 67" 85" 1001/2MAWS'11'6" 21" 21" 21" 18" 18" 10"1 21" - 8')2- Bead 233.125 40.000 72_876 .'1 v- ;o"r " 0 §I/,2; . g AV. et t:BK}•'1�t-i ''t 14.7: ',''rG-2''6J9 .w-•60:A_QA-4,_0"78`429 r�','�'--'t.. #.�x'>-L`�'�aa'•�- �!X �id8..,"�'�.��f,�`�I fi. AV. 1. I" i'i�.�k hx�_tt.��'`� 10' 51/2 16" 37 58' 76" 94" 1121/2" 10'6" 21" 21' 21" .2.1" 21" 21" 814 Lone` 25.000 50.000 75.000 A0 e-414- MF S'; r te 1AR le 11.110v,g, 611:910'410`20 Mbs Mi tii$ s J.71 J aid 25.625 60.000 74.375 11' 5112" 16° 34 52" 70 88" 106" 124112" 9 6" 21 18 18 18" 18° 21" �"r `i fEa2`>t .0, �r , gg,,,,��'4 !Fol 0 s " fir' '.' ,r.i .t• 5 '>.; tit 't't.4 L��j ;:I85 MO nt1:'+.. 8'18 Bead 25625 51 000 78.875 .�a;;�Fog z,:�,`S�.��, .'1'T` v..t�- .'��z�+`r( �-�°�^.�I: L,... 's. "s..... 1 .a. � x' 1 5'(6 Bead •25.125 bi 000 75875 12' 51/2" 16" 37' 68" 79° 100" 118" 1361/2" 8'6" 21" 21" 21" 18" 21u"3 awe was t w$iQS .,wS�Q 'r' fi3d` 3 .E.S,°s` t6< 2') w X24 r7,f3•. %00 0;6fiz`' Ag:4 I Att.,.r--4 1 MO gr}{45 $1 $.= g yt' S')8 Long 28000 52.000 78.000 13' 5 1/2"1 15" 37" 68'176 94" 112° 130" • 148 1/2" 7'6" 18" 18 18" 18" 18" 8')8 Bead 26.625 52.000 77.375 ,� .v ;"v""�x�,l�`� A,�s r�43'<Q;tt4��',�„B,IU.$9�?' 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