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HomeMy WebLinkAboutProduct Approval t f ,BCIS Home Log in User Registration ' Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Florida Prod r USER:aumuAUProval 11 fP.,yrA 4'fV:IP Product Approval Menu>Product or Aoolication Search>Aoolica[ion List>Application Detail �t 9 • '� FL# FL812-R8 �� # Application Type Affirmation Code Version 2017 RIEV IE 1��p ED FOR Application Status Approved CODE COMPLIANCE Comments ST. LUCME COUNT Archived OCC Product Manufacturer Armor Screen Corp. Address/Phone/Email 2744 Hillsboro Road West Palm Beach,FL 33405 (561)841-8890 dougt@armorscreen.com Authorized Signature Douglas Turner dougt@armorscreen.com Technical Representative Address/Phone/Email File C®pv Quality Assurance Representative Address/Phone/Email Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Theodore Berman,P.E. Evaluation Report Florida License PE-09814 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Simon Segal,P.E. ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL812 R8COI Certification of Indeoendence.SS.odf Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 1886 2005 ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code s � 2I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes 0N O N/A FL812 R8 COC FL812-117 2017 Comoliance.odf Product Approval Method Method 1 Option D Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/10/2017 Summary of Products FL# Model,Number or Name Description 812.1 Armor Screen Series 2000 Flexible Wind Abatement/Impact Protection System Limits of Use Installation Instructions Approved for use in HVHZ:No FL812 R8 II Installation Instructions-Armor Screen Series Approved for use outside HVHZ:Yes 2000.odf Impact Resistant:Yes Verified By:Theodore Berman,P.E.No.09814 Design Pressure:+130/-130 Created by Independent Third Party:No Other:This system is not for use in the high velocity Evaluation Reports hurricane zone(H.V.H.Z.).Glass separation is required for FL812 R8 AE Evaluation Report No.TBA 15-0423.02.pdf installations within wind zone 4 and on essential facilities.The Created by Independent Third Party:Yes un-breached envelope criterion is met since the system is considered'non-porous'and remains Intact under impact and air pressure loading.The system is to enclose the protected opening all around. Bac Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovdaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: irW ew' ® fix ® . I Credit Card Safe e�tt56:2ii=c�5s;g° ARMOR SCREEN INSTALLATION INSTRUCTIONS: •.•`G o S y Armor Screen is a flexible wind abatement and impact protection system utilizing a woven o•prCK.� �' F '.��p monofilament geotextile that fulfills the Florida Building Code 5th Edition(2014)requirement for w NO 09814 o opening protection. This system is for use outside the high velocity hurricane zone(HVHZ- Miami-Dade&Broward Counties). For information on use of this system within the HVHZ,refer to e Armor Screen's Miami-Dade Notice of Acceptance(NOA)available on the Miami-Dade Product Control website. Separation from glass is required only when system is installed within wind zone STA TE OF 4 and on essential facilities. 0 Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, m ...OR 10:3 oo�s woven monofilament geotextile fabric with individual filaments woven into a basket weave network / ♦s ` il�v � and calendered such that the filaments retain dimensional stability relative to each other.The woven monofilament geotextile fabric shall have the following minimum average roll values: THEODORE BS;MAH,P.E. 9814 Grab Tensile Strength (ASTM D4632) 425 x 325 LBS RO. 0412W15W15ans Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI z Trapezoidal Tear (ASTM D4533) 150 x 125 LBS W Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/INE F-w 8 Wide Width Elongation (ASTM D4595) 22 x 21% mai o d Apparent Opening Size 30 US STD SIEVE. w p Co _ Cnn Percentage of Open Area 5% Z.z O w 2 a m U H X013 The pores In Armor Screen are small enough that the surface tension of water causes the barrier screen to become solid in the m w a ,N m presence of rain,and prevents damaging voluminous water intrusion,even from torrential rains. 05b O JX= E o 2 X �vMM In dry conditions,the pores remain open,and based on testing,allow approximately 3%of the wind to pass through. ¢LL EL <N L Barrier can be mounted with opposing primary anchored perimeters in vertical,horizontal or any alignment appropriate to the o U 3 structure being protected. N a "' Design loads calculated to ASCE 7-10 as required by the prevailing building code. w Product marking-a label shall be affixed to the barrier with the following statement: 0: "Armor Screen Corporation,Florida Building Code Approved" W ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY, EXAMPLES OF TYPICAL INSTALLATIONS U JNod U)ti o E �N = O U U C fnMr.- M O 2 M O > I (%j N L.�'�t CL Q a m.c oo m :� co c Q o G) o - (9mo0 (D E v eCL E (TS 6 L f0 0 � m`•'" < FLUSH H❑RIZ❑NTAL STORM BAR m a) N a 5 O 'f �a �m C m C•m WX DATE: 04/23/15 SCALE: N.T.S. ANGLED INVERTED WIND❑W STRAIGHT BALCONY SHEET. 1 of 9 J � ®$�s fD O RENO 09814 4 W+ -Z 4• S E OF Table 1 Anchor Spacing Anchor Choices Span 1' OIC 1 2' o/C 1* 2* 3* 4* In feet Design Pressure" 318•open eye 318"bait 112'open eye 112"bolt 4' 130 65 X X X X THEODORE BERMANAE. 9814 6' 130 65 X X X 04NO'4r023/15 5 6' 92.75 46 X X X X 8' 130 90 X 8' 130 65 X X IZ 8' 115 58 X X X 8' Lu 68.75 34 X X X X E 10' 130 90 X ¢} L 10' 130 65 X X 11Z m c W m 10' 94.75 47 X X X X W Z O --X" € 130 90 X a U)W 0 V J3 12' 130 65 X X --1of Do W CO 12' 120 X X X M W R am 12' 69.75 35 X X X X Q J(_ Q N H LL 14' 130 80 X C3 U 3 14' 130 65 X X N a ^ 14' 120 60 X X X co 14' 64.75 32 X X X X W Of 16' 130 75 X W U) 16' 130 65 X X 16' 110 55 X X X 16' 60 34.25 X X X X 20' 58 29 X X 24' 48 24 X X CONCRETE: *Table Is Intended for drop-in and LDT anchors In concrete. J WOOD: Lag anchoring(incl. LDT)into wood as follows J o Column 1*: 3/8"thread,1.75"penetration into SYP(0.55 sg) rA ti Column 2*: 3/8"thread,3.1"penetration into SYP N a) 0 0 Column 3*: 1/2"thread,3.0"penetration into SYP cj c f jm Ch CD Column 4*. 1/2"thread,3.7"penetration into SYP 0-_2 O o M 0 y 0 EARTH: * Specified earth anchor maybe used with any of table choices. U) N LL 'e o. HOLLOW BLOCK:Column 1*,approved epoxy anchoring system for 3/8"&1/2"thread. Q o ate ) c 00m -0 4: U co U NOTE: **Design pressure may be Increased by 5%for negative loads O 15 -0 to co 5 TRACK SYSTEM:Table applies to track system,anchored with two 5/16"fasteners per O Q (9 m '00o cleat,as follows: cu aa) c 'E v rL -into hollow block,min.1 1/4"embed can be installed as in column 1* E 16 -into concrete,min.1 3/4"embed can be installed as in column 3* �- Q -into concrete,min.2"embed can be installed as in column 4* CO tEN -into wood(SYP.sg.0.55),min.1"embed can be installed as in column 1* -O 0 rn -into wood(SYP.sg.0.55),min.2"embed Installed as in column 3* NOTES: Anchor Spacing: varies inversely with pressure and is subject to rational analysis. Span-is measured anchor to anchor. ANCHOR SPECIFICATION: Part numbers: 3/8"Lag Anchor(AS9038S) 1/2"Lag Anchor(AS9012S) t Tapcon 5/16",3/8",and 1/2"LDT can anchor in both wood and concrete 3 Drop-in Anchor. 3/8"Steel Drop-in anchor in 3000 PSI(min.)concrete,15/8"min. tM embedment(H3038S) w` 1/2"Steel Dropin Anchor in 3000 PSI(min.)concrete,2"min. embedment(H3012S) Earth Anchor. Proprietary System: Stabilized 1/2"x 30"shaft with 4"helix DATE: 04/23/15 Working load 3150 LBS.(E7912P) SCALE: N.T.S. Soil Class: 5(medium dense coarse sand) Epoxy Anchor. Equal to Red Head umbrella inserts and screens with C7 adhesive. SHEET: 2 of 9 awes✓�0�0RE TRUSS GUSSET PLATE 3/8"or 1/2" e�",��•'�,�C N S••• �am� SEE:TABLE I 0 OWG ••'�/� s o►j�° 1s d STATE E O F ALTERNATE ANCHORING o LAG,TURNED EYE OR PLAIN LDT tm 9 0 o W TRACKREMOVEABLE LAG 1F (AS3012S,AS9038S) cif INSTALLED VERTICAL ONLY THEODOREBERMAN,P.E. CO INTO THE TRUSS MEMBER "o°e+SO.098 a W WITH 3/4"MIN.EDGE Q DISTANCE. U Z w E r Q GOc $ LLl z C0 s 12 J 0 CIOWW O w 0 :LLLL @ LL► O W U cmca c H N Nm ORO .O v E W ¢ L` °� a N U CD COD cot cc W O of z W U) CONCRETE Q 3/8'or 1/2'DROP-IN ANCHORS FOOTING SEE SHEET 1 ANCHOR SPECS, X, b _z 01 1 0 IIFiI �} `9 F- (� TYPICAL ONE STORY ASSEMBLY J 04 INSTALLATION E a� 0 U C co Mti c0 O° co o > 3/8"or 1/2" U) N LL� n EYE or BOLT Q.o m-oo m v' and DROP-IN -o o Coo n ANCHORS I cu Q o aim z SEE: TABLE 1 c o m M CL [OR TRACK] cts o E° ¢ m •= ` to = m N N A NU rn IRM, CONCRETE y .FOOTING CONCRETE SLAB x o (4'MIN.THICKNESS) o, i (3000 PSI Min.) m 'I o "o IB-I-I'. I l all� tm w it E1L iii II IE ALTERNATE ASSEMBLY DATE: 04/23/15 INSTALLATION AT EXTERIOR SLAB SCALE: N.T.S. SHEET: 3 of 9 STORM BAR 0 a���'1�58.3oa$3p'��A Be SPAN 4' 5' 1 6' 8' 9'9" o�a0 ��. MAX.PSF 135 86 60 135 60 eo•�;• ��0 ENS•gam`' ��� DEFLECTION 5.5" 6.1" 6.7" 8.5" 16" oo�'�` •'';�� SYP 2"X 6" X X X N0 09514 e ALUM.TUBE xo o 2"x 6"x 1/8" SYP 4"X 8" X �� ST'S E OF <Cl o -DEFLECTION:ACHEIVED BY ONE OR MORE STORM BARS AND MAY BE /•= • �'R �'• o�� INCREASED WITH BLOCKING -ALUM.TUBE TO BE TYPE 6061-T6 ®e: p gall 9�eO�ty -ANCHOR ENDS WITH 5/16"X 1-1/2"TAPCON MIN.OR WITH ALUM.MTD BRACKET AND T"EOD No "PE ON144 TWO 1/4"X ONE 1/2"TAPCON 0423115 -SUBJECT TO RATIONAL ANALYSIS z Lu 0 E Lu 0 0 m co o z a p c o QQ (J U A 1110 o 0 Z O W C coLL o • W ALTERNATE U)W 0P Lu U .4 13� ANCHOR 0:-j W ='m Q POINTS OXO D E o Z a 0~ Q N N Q CD 3 m U04 co w— R = W W J LL m F J o W W 0 0 V OJ CVOui O 3/8'OR 112' STORM BAR 4LI N m O 0 DROP-IN ANCHORSCONFIGURATION *� T SEE TABLE 1 V o N co I.— > cl) ODMOO fn N LL ddQCL 0 L00 f0 -O- U CCD U C 7 '0 c0 O :3 03¢ (9 m tf) O x PORCH INSTALLATION c:0 .- M CL rcu m E� Q � G REMOVABLE EYE m ami N O OU o O y PAVER C ~ m 03 PAVER INSTALL 0 WITH STABILIZER WITH CONCSTABILIZER FOOTRNTE w- tm 180 SQ.IN m m 3 Xullc m o rn'i III r o,\`0 EI I 1LE I DATE: 04/23/15 INTO-EARTH EARTH ANCHOR,4'DIAM.HELIX SCALE: N.T.S. HORIZONTALLY ALTERNATE ASSEMBLY INSTALLATION 24'O.C. SETABLEI�ED SHEET: 4 of 9 on 0 - C3 C3 c c 3' MIN. - oZ n'o -_I Z0 m�Z Typical of wall anchors o o .o 9 `O ' O O O —_ — ARMoRSC �d N33a0S�OWatl ARMOR SCREEN FL �I�y93Nd01�2!(1H3�91X3 EXIBTO TIE BEAM FLEX, LE HURRICANE BLEHURR/Cq/yE (ALTERNATE BARRIERRlER C D� N ru C A� H Z y OL) z D > td � F � F- td D �dDrC'Iz� c F- F- 1> -� ��7(7 D Dim Z> tZj F- C4 0 z - Zoe O C-)DC7 �� 7C73t� ��G1Z(nD Z 'y Z]t9� t� O D O C r- rti FT] C3 z o � z �~} i70 Z � o d \ g4062686Qtl�s�p 70 e� 0. ••O� �� v' `b� '• Cn .00 e� e/� � 4 ��a Q •d O •Q a. m --I ,� o rn: , goy :, ;- m � � z• M�o gm .Q O �1ht� M = n D Engineering ARMOR SCREEN a %'� T7 �7j y M D -I ReviewB. Ted Berman and Associates LLC H -mI m m y SERIES 2000 FLEXIBLE WIND ABATEMENT/ Certificate of Authorization#27502 `�•�� '•.�. .d,;a�O�O IMPACT PROTECTION SYSTEM Cn o 925 Arthur Godfrey Rd.Suite 104 Miami Beach, FL 33140 ARMOR SCREEN, 2744 I bo o Road t Cn (305)868-4707 I West Palm Beach,FL 33405 www.flproductapproval.com (561)841-8890 www.armo=men.com z WEBBING LOOP FOR EVE �GE `�IIr+�'dB ATTACHMENT,WELLINGT❑N ay°b SIDE VIEW SYNTHETIC FIBER STRAP ,.pd`t�,O.>�� °• ��,�•►pd o (PRODUCT NO. M-170H)JO BE °ate`ao v s'fi'• '.� °oa SEWN INT❑ GE❑SYNTHETIC o FIBER MATERIALCMay NO 09814 r incorporate snap hook or Z U o e r( QUAD FLAT FELLED SEAM D-ring; Part No.s 4 �` it ¢ AS-5214, ` m a GE❑ SYNTHETIC POLYPR❑ H5100, AS9138, m� S� TE OF �LJm m THREAD # 138 (7) PLACES `' ? AS9112.1 ua a AT TOP AND BOTTOM ❑F N TOP WEAVEOF ��Y FABRIC SHEET '— r GE❑SYNTHETIC r�a MATERIAL r Q WEAVE N❑T SHOWN FOR �®G==Ae95f1 0% �3 F= CLAIRITY OF STRAP o , =CONFIGURATION THEODOREBERMAN,P.E F-N Z NO.09814 L3 045 Z= = N J^Lill O W j L D, �° TOP STRAP DETAIL W E mC o �11 III III HLIH Z¢>- 'jj 2 (') w otrs € y w U COy a Q m� -m QIx= Q LL 6 N w z WEAVE NOT SHOWN FOR o U 3 CLARITY OF STRAP N d CONFIGURATIONC4 w o: WELLINGT❑N SYNTHETIC FIBER STRAP two FINISH GRA PRODUCT NO. M-170H COR APPROVED EQUAL) TO BE SEWN �� i� l ii aTT i INT❑ GE❑SYNTHETIC FIBER MATERIAL Tr BUCKLE WI STRAP AND TRIGLIDE EARTH ANCHOR, SEE SECTION"J/6 OF 7" SEE ANCHOR SPECIFICATIONS BOTTOM STRAP DETAIL ON SHEET 2 OF 9. SOIL SHALL BE MIN.CLASS 5(MEDIUMIV 0 DENSE COURSE SAND). CAT EARTH ANCHOR) Jo o E 11111 a)ci o 0 RS O Ty U � fnMti f0 O M O > to N_ fL' LL LL O. FCL O 9 2 00 ca m 00 Q O Cu i O WEAVE NOT SHOWN FOR 0 m o 0 CLARITY, AND STRAP G o • v CL M a CONFIGURATION Cu tilL Cu CONC EXTERIOR E 75 SLAB WELLINGTON SYNTHETIC FIBER STRAPm N PRODUCT NO. M-170H U to (OR APPROVED EQUAL) TO BE SEWN INT❑ GE❑SYNTHETIC FIBER MATERIAL 1/2' OR 3/8' RAWL DROP-IN ANCHORS SEE ANCHOR SPECS, ON SHEET 2 BUCKLE W/TRIGLIDE, SEE SECTION"J/6 OF 7" BOTTOM STRAP DETAIL CAT ANCHORAGE INT❑ CONCRETE) �3 m> w DATE: 04/23/15 ® SCALE: N.T.S. SUPER CONTOURED MODEL BUCKLE BY NEXUS SHEET: 6 of 9 3/8' STEEL LAG ���0�•o E' F-y LAG THREAD TURNED a0 �� wv ZF EYE BOLT 1 3/4' MIN �,4e �v�••�GEA/S+•��i1 Sao ���. rL-zu EMBED, O 091!31111111111111111, PCoo �3H C F-iQw =� ALTERNATE 3/8' DIAM °•° S 5 s E OP 1 z. Pq wt.-zx z'i DROP-IN ANCHOR �.:•��o� Z)navi vri� GEO SYNTHETIC HURRICAN SCREEN = ��d®�° ° �' WW�a �� ALTERNATE ���B�=Fa9li98�td a`` _jA "~ TOP STRAP DETAIL J THEODORE BERMAN,P.E. of N0.09814 3 FOR OPENING 10 FEET OR LESS 04*"15 H z wALTERNATE CORNER DETAIL QTS ADJACENT SCREENS aW o $ La z¢co m U IUAI I II LL o 1- � r lilt w TYPICAL ADJACENT of m C"m SCREENS ARE w o 1 CD 25 OVERLAPPED ONE ¢-'o_ ¢N°; ANCHOR SPACING. o co Ly— co SCREEN THREAD NOT SHOWN (NIS) � cxTs) tNrs) FOR CLARITY STRAP DETAIL BUCKLE W/ STRAP AND TRIGLIDE SEE SECTION 'J/6 OF 7' WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-170H U COR APPROVED EQUAL) TO BE SEWN —j INTO GEOSYNTHETIC FIBER MATERIAL —j o NOTE: SCREENS MAY BE GROMMETED. <1 Anchor Overinp) U)N E CD 0 01-- � c 7 I� co TRACK DETAIL O - coo > Q v CL 0 a) d 00 m 4:-- 4:: U� U w (D mm O` C 0 7 '-� CL INSIDE MOUNT CEILING m a) L E 16 cu 'U Q m) 04 N I I p 5 CD I � � H I I I I I I I WALL ' MOUNT m> Lu Ix DATE: 04/23115 INSIDE .MOUNT SCALE: N.T.S. FLOOR SHEET. 7 of 9 250 R �`��sea•�oR�`at��AB�v TrP z .06yp 2 R 1:530 �� �O• • �� 0.350 Q,•^Q• fi-..•,� o �— 1.110 o NO 09814 .� / .125 R 0.125-/ ,,- 45• Trp 2 0 TYP 2 -� a�s STAiE OF , <d/m FULL R •' ��� Trp z — 1,030 ;i c S• R 3.750 BRACKET(PART#AST-1100) ®®e::a�i e l'et°�' ALUMINUM ALLOY THEoDOREBERMAN,RE 14 6005-T5 No.n S oarzans - 0,750 -� Z w E 0.750 ¢w 8 �4- - - ` ZQ� c'o`g"' O . AZO ugt,- 0 W res y w U V a m d'mw ca ~ fY 2 UXO 0.0.— rn — — — — w w m N 4.m Q LL ¢ CDCD 3� 3,750 w = o: w U) U J �o Lo 375 DIA ~c•i a o 0 TV 2CO '_ Nt U U cl) m �-- 1.500 -- N� o _j F- U) N LJ.. Q Q 0 �t00 N 1 .000 o N c 7 COQ C7 mc) 0 0,375 ,047 R c:0 •- M n D-RING CARRIERS(AS-5214) Trp+c.> co a) _ cu E —= L U < SPRING CLIPS(H-5100) 04 0.571 0,571 'O U 3/8"KEYHOLE CLIPS(AS9138) 1.444 0.250 F�- 1/2"KEYHOLE CLIPS(AS9112) ® -y 0,280 0,09944 5/16"TAPCONS(FT1556) - 3/8"TAPCONS(FT1538) a m 112"TAPCONS(FT1512ED ) T 0 i,750 000 a �— . —4W 0 318 LAG ANCHOR(AS9038S) ����� 318"CARRIAGE BOLT "I"TRACK(PART#AS-1000) DATE: 04/23/15 112"LAG ANCHOR(AS91ALUMINUM ALLOY12S) ������ 6005-T5 SCALE: N.T.S. 112"CARRIAGE BOLT SHEET: 8 of 9 0 E IV o e NO ©.78.4 u W: � Q Ya g ST ATE OF •�� ;� m S:•� G'R 1 O�;• oho of 111OZ0% THEODORE BERMAN,P.E. NO.M14 041=5 SCREEN LOADING ON STRUCTURE (PER LINEAR FOOT) z DESIGN LOAD (PSF) 2 30 40 50 60 70 94 110 130 o $ 4 180 217 246 276 284 332 358 401 W o .012 5 224 275 312 342 355 416 447 500 W-E° We- In X 2 10 1 :6 268 327 372 408 426 500 536 599 w m W=m OXO p=Eo 7 311 380 437 480 503 579 625 704 w-1 a �NaW 8 355 ' 438 497 546 574 663 715 802 ¢o a Q 3co 9 399 491 557 617 644 747 804 901 c a 10 447 543 625 683 715 832 893 1013 W F 11 491 602 683 749 786 910 982 1105 c 12 535 654 743 821 857 994 1072 1203 a 13 579 712 808 887 928 1079 1155 1302 co 14 622 760 868 959 1 999 1165 1244 1401 z 15 666 818 928 1025 1070 1241 1333 1506 W U w 16 715 870 994 1091 1141 1325 1423 1604 �N v 17 758 923 1054 1162 1212 1,410 1512 1703ch � �N a: o 0 18 802 981 1114 1228 1283 1494 1601 1802 � 19 846 1034 1180 1300 1359 1572 1690 1907 o s � m o ca 20 890 1086 1240 1366 1430 1657 1780 2005 Q a J I o. In N LL t C. pQJ L 00 f0 21 933 1144 1305 1432 1501 1741 1869 2104 : � DO 3,0 22 977 1197 1365 1504 1572 1825 1958 . 2203 Eo ? m M CL 23 1026 1250 1425 1570 1643 1903 2047 .2308 E6 �-° V 24 1069 1308 1491 1642 1714 1988 2137 2406 m0 N �v rn N Notes: ~ 1. Span is measured anchor to anchor. to mm C N Ol> C W 0:r DATE: ' 04/23/15 SCALE: N.T.S. SHEET. 9 of 9