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HomeMy WebLinkAboutProduct Approval µ I BCIS Home Log In User Registration S Hot Topics , Submit Surcharge stats&Facts Publications { contact Us BCIs site Map Links Search a •,". ProductApproval USER:Public User dbpr vuh.dam Product Approval Menu>Application Detail p N FL* FL17552-RI Application Type Affirmation Code Version 2017 Application Status Approved Comments i Archived Product Manufacturer NCCL Corporation Inc. Address/Phone/Email 9811 NW 80 AVE.BAY 78 HIALEAH GARDENS,FL 33016 (305)883-9940 info@gicaluminum.com Authorized Signature Wiping Wang mcy@mcyengineering.com Technical Representative Rick Pelaez Address/Phone/Email 9960 NW 79 Ave Hialeah Gardens,FL 33016 (305)883-9940 rick@giraluminum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I� C1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Wiping Wang II Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Sifu Zhou,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17552 RI COI Certificate of Independence-GSS-1 NCCL SS.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I I Sections from the Code E%l I 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 0 Yes O No O N/A FL17552 RI COC FBC 2017 Affirmation Letter-SS Ddf Product Approval Method Method 1 Option D I Date Submitted 11/09/2017 Date Validated 11/09/2017 Date Pending FBC Approval Date Approved 11/18/2017 Date Revised 03/22/2019 Summary of Products FL# Model,Number or Name Description 17552.1 GSS-1 Genesis Accordion Shutter System-LMI Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17552 RI II AD15-11 02.27.15 SS.Ddf Approved for use outside HVHZ:Yes Verified By:Yiping Wang PE*55983 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+150/-200 Evaluation Reports Other:FOR SHUTTER SPANS VS.DESIGN LOADS AND FL17552 Rl AE Evaluation Report-NCCL SS.pdf ANCHOR TYPE VS. DESIGN LOADS,REFER TO INSTALLATION Created by Independent Third Party:Yes DRAWINGS Back Next Contact Us::2601 Blair Stone Road.Tallahassee K 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriahr 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 emails 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: Credit Card Safe I I I I GENERAL NOTES: TYPICAL ANCHORS:(SEE CHARTS FOR ANCHOR SPACING) I.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE TYPE A. 114'DIA.TAPCON BY rtW BUILDEX (Fu=120 KSI,Fy=92 KSI) ZD14 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). INTO CONCRETE W-3000 PSI 2.ALL ALUMINUM EXTRUSIONS SHALL BE 6063•TS ALLOY WITH MINIMUMYIELD STRENGTH OF Fy=31 A KSI UNLESS IT IS SPECIFIED. 1.314"MIN.EMBED 2-1/Z"MIN.EDGE DISTANCE �{g _ o 3.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE TYPE Al. INTO CONCRETE BLOCK TYPE A2. INTO WOOD BEYOND WALL DRESSING OR STUCCO. 1.114"MIN.EMBED 1.112'MIN.EMBED 2-112"MIN.EDGE DISTANCE 2-112'M)N.EDGE DISTANCE Q 4.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. TYPE B. 114'•20 CALKdN BY'POWERB'FA9TENERS z. 5.WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,G=0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO INTO CONCRETE fe=3DD0 PSI ~ THE STRUCTURE. 71B"MIN.EMBED F 6.ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLDY WITH ALUMINUM MANDREL. 3"MIN.EDGE DISTANCE U TYPE B1. INTO CONCRETE BLOCK 7,BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksl MINIMUM YIELD STRENGTH. 71B'MIN.EMBED p1O 3"MIN.EDGE DISTANCE Fr 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE IS nw wN a WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE TYPE C. 114"CRETE•FLEX SS4 MASONRY ANCHOR BY"ELCO" m ATTACHED TO CONCRETE.BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE fc'-3000 PSI Z 1314"MIN.EMBED a0' 9.A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE 2 112'MIN.EDGE DISTANCE Z P a CENTERMATE BLADE(COMPONENT 10)UNDER LOCK.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 7 c LABEL SHALL READ AS FOLLOWS: TYPE C1, INTO CONCRETE BLOCK W N a 6 1 114"MIN.EMBED w Z o 2 112' b MIN.EDGE DISTANCE 2 D w � NCCL CORPORATION 9960 NW 79TH AVE..HIALEAH GARDENS,FL.33016 TYPE D. il4'DIA.ULTRACON BY ELCO (Fu=177 KSI,Fy=155 KSI) z Z � N n 9MISSILE LEVEL D•ASTM EIB86,E1996&E330 - i ¢m v TAS-201,TAS-202,AND TAS-203. INTO CONCRETE W-3000 PSI W d e 9 ,0 1.314"MIN.EMBED 10.(a)THIS PRODUCT APPROVAL DOCUMENT(PA.D.)PREPARED BY THIS ENGINEER IS GENERIC. 2.112"MIN.EDGE DISTANCE v TYPE D1. INTO CONCRETE BLOCK TYPE D2. INTO WOOD (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS o 1.114'MIN.EMBED 1-112"MIN.EMBED ,o PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON 2.112"MIN.EDGE DISTANCE 2•V2"MIN.EDGE DISTANCE m THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. TYPE E. 114'DIA.TAPPER-BY"POWERS' (c)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. INTO CONCRETE fe=3DO0 PSI u) 1.314'MIN.EMBED N (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 2.112"MIN,EDGE DISTANCE w BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE Lenc,pLuoruc. PA.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.A.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE TYPE El. INTO CONCRETE BLOCK TYPE E2. INTO WOOD w IMP evuwY,puooeuueN, Z mg SITE SPECIFIC DRAWINGS FOR REVIEW. tPEJs.,PRevJ,REorrTN®ENaaEERD 2 U M 1-114'MIN.EMBED 1.112"MIN.EMSED oEUE.RCJw000EewlPRonoe M MORYNTpvIW ACiR aneWp N r 2°MIN.EDGE DISTANCE Y MIN.EDGE DISTANCE PROJECT:L.NJNERfiTRDfJ,E (Ff)THIS P.A.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT L9NCRL'JYD DEVN1E iRONTXE P EA. z � w�g PREPARED IT. TYPE F. 114"-2D"ALL POINTS'SOLID-SET ANCHORS F.c RnYnwTo cEREseousoLe iuA O Q 1.eeL .. 0 Puarwsenvo INTO CONCRETE fe a 3DOO PSI eul MNCFWDPADDUCTDLDED 4NTMB�! TEYAlW1pNP DED oevw,e r�JuwTNe O U 11.HEAD&SILL MAYBE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. 718'MIN.EMBED ` CONDRpYD DETNLED ON IXtl U 3'MIN.EDGE DISTANCE oDcuuEUT. U Ilk 12.WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE Q C•TND PRODUDT EVAEW1pNDOCUNEn U INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FA6TENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE TYPE F7. INTO CONCRETE BLOCK lwnL�c�ocRCDevuiowuTcvco V7 PIECES. 718'MIN.EMBED W 2 o-ure sPelDeepl vaoJemeew.0 ea 3'MIN.EDGE DISTANCE . LwwNeeE:uxeo Z 13.ULTIMATE LOAD OBTAINED FROM ASCE 7.1D,MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX.DESIGN LOAD IN THIS eecoLii°M eur�.denw aemanL ui DOCUMENT.THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS, IEGEJ ioR THE PRaem ewwRovnL TYPE 114'DIA.LAG SCREWS (Fy=6D KSI) OE AFePp4910LEiDRtLF PROPFR,EE Oi Ne PE.D, NOTES: INTO WOOD STRUCTURAL co E.,nD r.ea pwL ttup WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2"AND LESS THAN 1.112'MIN.THREADED EMBED Pqp[{EpEwlL 61-0NG ROUP�YECORO rD MIN.EDGE DISTANCE SPECIFIED ABOVE,THE ANCHOR SPACE IN 1.112"MIN.EDGE DISTANCE 1wT VAeoueo ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING +,V / FLU/17552 REDUCTION FACTOR: TYPE H. 5116"DIA.ULT'RACON BY ELCO (Fu-1T7 KSI,Fy=155 KSI) ,�� �'. OE•yI� ANCHOR TYPE A,&At REDUCTION FACTOR=DAD ��tQ��lk>s4{je 1Myon i� �� a w-LD INTO WOOD STRUCTURE ANCHOR TYPE B&B1:REDUCTION FACTOR-D,67 1.112'MIN.EMBED :rC.0.1 7 rti.*' ecALa ,�eono ANCHOR TYPE C&CI:REDUCTION FACTOR-0.60 1.518"MIN.EDGE DISTANCE ANCHOR TYPE E: REDUCTION FACTOR=0.80 .W Jaman Nrr JD-azo ANCHOR TYPE F: REDUCTION FACTOR=D.67 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING 4 ,ANCHOR SPACE t -11 REDUCTION FAC FOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, !QUAL OR GREATER THAN 3". ,,i��pFS(O P ���� Al 0 16 HAS TO BE GREATER THAN PROJECT DESIGN LOAD. //SIGN�,�� I OF 10 e tUBry n 2A2D' 3A21" z z$ 1.1140" 1.375' 3,000" DR DR Q b 1.641" 1.606' c A 0.095° b 0. 05D � �ci � 025D' p N e z OPTIONAL OPTIONAL 1Ass• r NFC10D-016063-T6 OPTIONAL NFClD0-D46063•TS NFC10D-066063-T6 a 1 NFC700-02 6083-TB NFC100-03 BD63-T6 4 5 STANDARD CEILING TRACK 2 3 STANDARD ADJ.TOP SILL STANDARD ADJ.BOT.SILL STANDARD WALL TRACK STANDARD 1°&2"BUILD OUT ,ro oe � N g OOP- m pppp V W D.610" Z 4:G: 2A55" 1.166° 1.975" 0 N QQQS O 0.032 a o !, N c ;o v cn D.DSD D.O60" W 2 0 1.528° 0 4288° a. 0 4.02° .700 D.211' 2.956° 3.526• rn G OPTIONAL w a 0 G NFC10DA66063-T6 NFCiDD-076063•T6 NFC10D-0B60d3.76 NFC1D0-0BdOd3-Td NFC1D0.1060b3•Td 6 150'STARTER 7 f1•Yl.1b� FY•9Y,B81°I 9 7REN 9 WALK OVER TRACK 10 CENTERMA7E V t7 STANDARD TRACK(S.T,) STANDARD TRACK(S,T.) OPTION 1 2.480" m o oR � 1.808° 1,375" �^ D.13B" F N 1.806° 1.DD0" : N 11 1'x1°Alum.Angle 6063-TB eP n x STANDARD TRACK(S.T.) `"t 2f n1 r I z gg 3"TO 5" I OPTIONAL ry _ b g z 9 ;LLB 0 o O p a Ow6s, PTIONAL 1°tD b" 2°x 118"THK.Alum.Angle NFC100-11 6005-Tb NFC10D-12 6DOS-TS c U p 1"x1116"THK.Alum.Angle 12 16 16 0.125'1 g U 13 BOd3-T8 HEAVY DUTY CEILING TRACK HEAVY DUTY WALL TRACK _ oo n a V a 6063-T6 N c � U �i OJ:6T 0.613' z .513" 2.081" ,p z 2.DB7" 2.095" �010 0.260" LLD D.D600 2.000" D. 2° N h e4 o _ ALUMI t7 c 0.06� IE m D.DBO" N •i O1 21 6063-T6 1X2XV6';2X2X118'; �, --- FL�/17552 �.709" 1.DOV 22T3• ' 2X3Xtl8•;2xbX116'; �•���@Q yjq� �j® Tai,TiDN y 2.860" 2.594' 2%bX114";2XBX118' ���•1♦: 8559 ••ti*♦ urn °0-°'o-IY 4.190• :rC.A.Ik 7 Bata we xorco NFC1DO.13 6063-T6 NFC7DO-14 6D63-T6 T-11B63 16063-T6 116063•T6 • No • - xAYx P.L 17 18 26 UNIBOX CENTER MATE 26 UNIMATE CENTER MATE *? * W Pnm sr xn to wY HEAVY DUN ADJ.TOP 61LL HEAVY DUTY ADJ. T.BILL OPTION 2 OPTION 3 CF % �!O P ••'t1d�� AD15-11 2 OF I6 e ruary 1 , Tr- n I~ WITH UNIMATE CENTER MATES 0 0.875" No z� 0.875" ° r 0.875" 1.320" � e o 0,375" vi c �i 0.31 rn N � 0.318' Z m ct z 0.250'1 ;b v Z ¢ O o $ o W WN a o 0 o .- 14 HITGH PIN 0.875' D•875" 29 ALUM.LOCKING PIN =IN z �m ¢m m PUSH LOCK EGRESS PUSH LOCK 19 2O 23 PUSH LOCK W/HANDLE �.0 �n ,m m WITH UNI-BOX CENTER MATES . N W 0 H z1 > o EL S 0Ue 6 L) a y W Z Z A 42 THUMBSCREW WU' N ED ED •Ju11/ ". ,,��, ®E•4� FL�/17552 ,J 149 A+iyoN ry uAia oe-re is TURN LOCK EGRESS TURN LOCK EGRESS TURN LOCK ����, 8559 *G 27 28 OPTION 1 WITH HANDLE OPTION 2 WITHOUT HANDLE 140� 7 ,t eras ae�mso #10 SCREW STIST 30(FU=184 KSI,Fy=189 KSI) i * �dm*vrt as mo r q• S CF •'2 °wxa°vo ALL LOCKS MADE BY ALL POINTS �rrrrF�0NOp.,.�t1d AD75-11 e ruary /In, MAX.SHUTTER ALLOWABLE DESIGN LOAD SPAN(L) EXISTING WINDOW GLASS TYPICAL ANCHORS o z N POSITIVE NEGATIVE 1D 00 y (�24^D.C.TYP. 12 IN PSF PSF F z SUBSTRATE H <=52 150 200 N 60 150 200 13 66 134 178 g 13 z� 72 122 156 v 7$ 113 142 19 2D 14 23 OR 22 #10 TEK SCREW �+ 24"O.C.TYP. a 84 106 12$ CENTER MATE OPTION 1 OOO O 90 101 116 P7 2g O 26 19 20 14 23 OR 22 0� 96 96 105 P� 00 pp 102 92 97 z ls� SECTION W I STARTER AT ENDS a 108 90 1 90 4 29 0 F a 114 85 83 2s CENTER MATE OPTION 3 W z N B 120 81 78 CENTER MATE OPTION 2 W 0 126 76 73 Z 132 71 5 68 1 THRU 11 W A 138 6 64 29 u u 144 60 60 2 150 53 55 156 46 50 w I I SEEN07ES2 J � 162 40 45 p 168 33 38 LU 2 � 174 28 32 U I w rn k Z 180 25 25 w = o w w F JIlk o K@� INSTRUCTION: ¢ -z 0 U 139 STEP 1 DETERMINE DESIGN WIND LOAD Z " 2 w L a REQUIREMENT BASED ON APPLICABLE Q N�' p W z ASCE 7 STANDARD. (A o W ! II 19 20 rD rD = o +I 14 23 STEP 2 CHECK SHUTTER CAPACITY FORA I O rn, GIVEN SHUTTER SPAN USING CHARTS ON {I 2J 28 SHEET 4.MAX.DESIGN LOAD FROM CHART +�+� HAS TO.BE EQUAL OR GREATER THAN DESIGN WIND LOAD FROM STEP 1. NOTES: 1) LOCK SHALL BE LOCATED WITHIN IS"OF MIMPAN; '`�.•'` 9 e y 1 7NRU 11 2) FOR SHUTTER SPAN z 12 FT USE(2)LOCKS AT 1l3 SPAN; > gyp 7 STEP 3 USING CHARTS ON SHEET 6 THRU 14 SHEET 15 SELECT ANCHOR TYPE AND 3) LOCK AND SED FOR STANDARD TRACK ONLY. 4)LOCK 4 BED FOR SHUTTER SPAN LESS THAN 65"ONLY. *' # CF W. vxmea un eo-ceo SPACING BASED ON DESIGN LOAD AND TYPICAL ELEVATION 5) LOCK MUST BE USED WHEN LOCKS®OR&RE USED �q z •'� oaaMnw po S ON SHUTTER SPANS GREATER THAN 144". SHUTTER SPAN FOR THE ANCHOR DETAIL 0 •0,` AD]5-I1 USED. STANDARD TRACK 5)LOCK PIN USED WITH&S OPTIONAL EXCEPT ON �0©Bi '••�OF'•t{`e`�`� SHUTTER SPAN GREATER THAN 144". e ruary z 11h, 2" B"M n n i 7HRu 11 e e 12 (2 x 3n x 118 THK AL UM. TUBE) A� \ o N B" U LU 2°!11N. C0 a ED D T. Lu 1'1° (r)ANcHoprPEAORrYPE� ui 8 B N n 60 n v 0 0 .ro w N O O Z w vi m W m 3'X3'X 114"ALUA4� Z mn ANGLE B° G (0 m EACH EI� � � d:Y•' S a� o = WIII z E z0 C Z Z g. w CHART T DESIGN LOAD FOR INTERMEDIATE G B•, B" ALUMINUM TUBE x TUBE SIZE SHUTTER TUBE TUBE TYPE /��.,)•� //% m SEEOHAIrr WIDTH(IN.) 2'e6'x116' 2"x6"n11B" 2'xV.114' ELEVATION OPTION 2 92.75 — LSPBF 70 PSF 64 82 PEP 70 PBP 70 PBF y Qe 77 OOP6F 70P6F TOP6F SUBSTRATE K D. ? rn w � co SUBSTRATE rj EXISTING GLASS V) q A o 8 TYPICALANCHORS % % O „ U U Q 24"O.C.TYP. O VQ U a #10 TEK SCR Z TIT I AT 24"O.C, e �. LU 1D LU (2"x 511 x 118"THK L UM. TUBE) P2 B 90 DEGREE SHUTTER OPTION �I& ,�� FL#�17552 SHUTTER WIDTH NoNa��••°••t =u &N0 l ux r.f MAX.02-3W' #_ '//J//( iL rote r ucr ro-o:o OF ELEVATION OPTION 1 LOP •'rid; AD15-u fit sSIONP�'����, a of fe February 27th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART � DETAIL 1T TOP DETAIL ]B BOT O11 WOOD CONCRETE CONCRETE WOOD CONCRETE CONCRETE "Fcia. CONCRETE CONCRETE. MAX. CONCRETE CONCRETE WHEEL CARRIAGE "SHUTTER STRUCTURE BLOCK BLOCK SHUTTER STRUCTURE BLOCK BLOCK I71�°ILi;CN! DESIGN // SPAN SPAN / / 910 x 3'410•HT S.S S.M.B. ap < (t1tAIl 1l ' ANCIIOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD ANCNDR� ANCHOR ANCHOR ANCHOR ANCHOR TYPICAL ANCHOR � // WI7116"Ox5I8° 63; I SPACING SPACING SPACING SPACING SPACING SPACING' SPACING SPACING SPACING SPACING BEE CHART ON LEFT / MEDIUM 8 HAT NYLON (in,) in.) in. in. in. in. in. in. (in.) (in.) BUSHING(TOP ONLY) i TYPE TYPE TYPE TYPE ' #tOx2'410•F4T S.S S.M.S TYPE. TYPE. TYPE. TYPE. m/ / V lr",Sl' I 1NCII TYPE E A2/D2/E'L/A]/D]/DI PSIr 1NCI1 i TYPE E A2/D2/E2/A7/B]/DI o / j 2 TYP.TOP 8 BOTTOMpf A/B/C/F G /E7 Cl/FI A/8/C/%, G HI C]/F1 - / c _ 60 14.0 14.0 14.0 10.8 14.0 60 14.0 14.0 14.0 8,7 14.0 �SIJBSTRATE/ aD R _ 78 14.0 14.0 14.0 8.3 140 78 14.0 14.0 14.0 6.7 11,7 / � a _ 96 14.0 14.0 14.0 6.7 11.7 96 14.0 12.1 14.0 5.5 9.5 ..r 114 14.0 12.5 14.0 5.7 9.9 114 13.8 10.2 14,0 4.6 8.0 a ISO 13.0 9.6 14.0 4.3 7.5 25 15D 11.9 7.8 12.5 3.5 6.1 O ..m m ' I _ ]50 13.0 9.fi 14.0 4.3 7.5 I 15D ]0.5 7.8 12,5 3,5 6.1 1 T o 168 11.6 8.5 13.7 3.8 6.7 168 9.4 6.9 11.1 3.1 3.4 p1D u 180 10.8 8.0 12.8 3.6 6.2 180 8.8 6.5 10.4 - 5.1 NN 'a r 60 14.0 19.0 14.0 6.7 Il.7 60 14.0 12.1 14.0 5.5 9.5 V om 78 14.0 1).5 14.0 5.2 9.0 78 ]2.6 9.3 14.0 4.2 7,3 w Z 9fi 12.7 9.3 14.0 4.2 7.3 96 10.3 7.6 12.2 3.4 5.9 s MIN.SEPARATION BEE Ip 40 114 ]0.7 7.9 12.6 3.5 6.2 40 114 8.6 6.4 10.3 - 5.0 O CHART BELOW Z 132 9.2 6.8 10.9 3.1 5.3 132 7.5 5.5 819 - 4.3 a n ' ]50 8.1 610 9.6 - 4.7 ]50 6.6 4.8 7.8 - 3.8 w W V7 a E _ 162 7.5 5.5 8.9 - 9.3 162 6.1 4.5 7.2 - 3.5 Wzw W Z o SO 14.0 11.9 14.0 5.4 9. 60 13.1 9.7 14.0 4.4 7.6 Lu b U rn ei 78 12.5 9.2 14.0 4.1 7.2 78 10.1 7.5 12.0 3.4 5.8 7 5 (J O 9 96 10.1 7.5 12.0 3.4 5.9 96 R.2 6.1 9.7 - 4.7 Z Z �, i.i0 114 8.5 6.3 10.1 - 4.9 50 114 6.9 5.1 8.2 - 4,0 W a8 ,Ell 132 7.4 5.4 9.7 - 4,3 132 6.0 4.4 7.1 - 3..5 }0 r _ 153 6.4 4.7 7.5 - 3.7 153 5.2 3.8 6.1 - - U 60 13.5 10.0 14.0 4.5 7.8 60 10.9 8.1 13.0 3.6 6.3 x 78 10.4 7.7 12.3 3.5 6.0 78 8.4 6.2 10.0 - 4.9 0 GU '` CIO 96 8.4 6.2 10.0 - 9.9 fi0 9fi 6.8 5.0 6.1 - 4.0 m 120 6.7 5.0 8.0 - 3.9 120 5.5 4.0 6.5 - 3.2 i 144 5.6 4.] 6.7 - 3.3 144 4.6 3.4 5.4 60 11.6 8.5 13.7 3.8 6.7 60 9.4 6.9 ]1.1 3.1 5.I rA _ 78 8.9 6.6 10.6 - 5.1 78 7.2 5.3 8.6 - 4.2 >y 9 70 96 7.2 5.3 8.6 - 4.2 70 96 5.9 4.3 7.0 - 3.4 114 6.1 4.5 7.2 - 3.5 114 4.9 3.6 5.9 - - / _ 135 5.1 3.8 661 - - 135 4.2 3.1 4.9 - - 60 10.1 7.5 12.0 3.4 5.9 60 8.2 6.1 9.7 - 4.7 Yl/SUBSTRATE,/ o = O 80 78 7.8 5.7 9.2 - 4.5 80 78 6.3 4.7 7.5 - 3.7 2 96 6.3 4.T 7.5 - 3.7 96 5.1 3.8 6.1 - - c �' � 2 0 a w 120 5.1 3.7 6.0 - - 120 4.1 3.0 4.9 - - % W p a � 60 9.0 6.6 10.7 3.0 5.2 60 7.3 5.4 8.7 - 4.2 / #1Dx3'470•HT S.S 3D It `� 78 6.9 5.] A.2 - 4.0 78 5.6 4.1 8.T - 3.2 '/ S.M.S.WI 71 46•mx 7I8" O O ii,7 a •^ 90 90 LONG NYLON BUSHING q J 98 5.6 4.1 6.7 - 3.3 96 4.6 3.4 5.4 - - TYPICALANCHOR / T M 1_ _ (BOTTOM ONLY) 6 _1 i^ •; IOR 5.0 3.7 5.9 ]08 4.1 3.0 4.8 BEE CHART ON LEFT /% to U 60 Be 1 6.0 9,6 - 4.7 60 6.6 ! 4.8 7.8 - 3.8 W Z 72 6.7 5.0 8.0 - 3.9 72 5.5 4,0 66 5 - 3.2 IfG'J ��% 0U 84 5.8 4.3 6.9 - 3.3 100 84 4.7 3.5 5.6 - - LLU 96 5.1 3.7 6.0 - - i 96 4.1 3.0 4.9 -� - -- ae 8.4 6.2 10.0 4.9 48 6.8 5.0 8.1 4.0 CHART G _ 20 60 6.7 5.0 8.0 - 3,9 I 120 60 5.5 ' 4.0 fi.5 - 3.2 In MIN,GLASS SEPARATION CHART N 72 5.6 4.1 6.7 3.3 1 72V3.9 3.4 5.4 W 81 5.0 3.7 5.9 - - 8] 3.0 4.8 - SHUTTER SPAN SEPARATION ..:I•++11 48 7.2 5.3 R. - 4.2 na 4.3 7.0 - 3.4 : FL�/17552 60 5.R 4.3 6.9 - 3.3 60 3.5 5,6 - - SPAN f 8D' tJ4• `p�p41� 6D, is �i♦♦ 40 _ 140 _ - 80•<SPAN S BB• •``" e� �Yr�OH 4 66 5.3 3.9 6.2 3.0 66 3.1 5.1 aY,• ���•a.••.` gssg ♦ Ben w•rY rB 72 4.8 3.6 7.7 - - 72 - 4.6 - - rC.A.% 7 ti WALE +B Xm 48 6.3 4.7 7.5 - 3.7 48 3.8 6.1 - - tw•<sPausta• a'1' •60 0 5.] 3.7 6.0 - #3. ]60 60 3.0 4.9 - -66 4.6 3.4 5.5 - fib - 4.4 - - 144• SPAN S US' • 4 i �F ?vuoa+ur7 m-cn - 48 5.6 4.1 6.7 - I80 48 4.6 3.4 S.4 - - 1BB°<6PAN 6780• y$• �q •( '= 2wxIDa No. .-� 60 4.5 3.3 5.3 _ 60 3.6 - 4.3 ♦ic ••+�� AD75-I1 57 4.3 3.1 5.] - 57 3.5 3 U 4.9 - - ♦♦� ,• �,,,, •� 200 1 48 h s82.... D oP]B February 271h,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART TYPICAL / #10x3"410•HT S.S E CHART ON I EPDETAIL 20T(TOP) DETAIL 2BB(BOTTOM) ANCHOR SEE/ /; S.M.S.WI 7!16"Ox 5l B" / MAX' SHUTTER 6TRUC YVOOD CONCRETE CONCRETE MAX* SHUTTER WOOD CONCRETE CONCRETE //j MEDIUM 8 HAT NYLON p DESIGN CONCRETE CONCRETE DESIGN CONCRETE CONCRETE 6 LOAD SPAN TURB BLOCK BLOCK LOAD SPAN STRUCTURE BLOCK BLOCK iv BUSHING(TOP ONLY) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR u SPACING SPACPI0 6PACBJ0 SPACING SPACING SPACING SPACING SPACING SPACING SPACING // /J .3 #1Ox2"410-HT (hHI EA /// , S.SS.M.S.TVP. (PBF) (INCH) TYPEAf BI TYPE TYPE HI0 TYPEAIIBI TYPE C11 F7 (PSF) (INCH) TYPE TYPE IYPENIO iVPEAtIB1 IYPECIIFI D/ SUBS R TE. TOP BBOTTOM zN CIF ID11E1 CIF /D1lE1 Lu // I 9/ ED' 12.D 12-0 12.0 B.1 12.0 80" 12.0 12.0 12.0 I's 12.0 / / II A TB' 12a 120 12.0 7.0 120 7B• i2A 12.D I 12D 6.9 1DA BB' iz.0 17-D 124 5.7 D.9 DB' 12D 1DA 12.0 4.7 BZ WHEEL CARRIAGE a 4D 11a• i2A 10.7 12D 4.8 BA 40 Hv 1+D 8.5 12D 41D 6.0 r m 12D• 72D 70.1 12.0 4.6 7.9 12D` 11a 5.3 12D 3.9 oa u 132' i2A 02 12.0 4.2 72 13Y iDa 7.6 12.1) 3A 5.0 0�r �NN8.8 i2A 3.9 BB 1/1 D8 7.1 11A 72 SD u OO 60• i2A 12.0 12A 75 12.0 EP 12.0 12.D 12.0 8A METB• 12.0 12D 12D 5D 0.5 TB• 12D 1D.3 12D 48 8D ar, so or 12.0 10.1 1x,D 4.6 i.B 60 oe• 1a Ba 1zA 3.6 sa y MIN.SEPARATION SEE Z ¢ IN* 118 1.8 12a 3.0 0.7 114• 0.5 7.0 11.3 32 58 7 c 12D` 11.0 Bpi 12.D 3.7 6A 120• 9A 6.7 10.7 34 5s CHART G ON SHEET 6 7 W to z d N 132' 18D 7A 119 3J 59 173' 82 6.1 B8 - 4.B Z W 0 �1 v 60' 12A 12.0 i2 dZ D o . . . 7B• 12,0 10.4 12.D 4.7 6.1 78' 11.6 0.8 12D 3D B.7 6D DB• 118 SA 124 38 88 BD 98' 9.4 7.0 11.2 3.1 5.4 f7 U/ W 114' 09 7.1 11A 1 32 5.6 114• 7.9 SAD DA 4.6 12B• 5.7 ILA 1DA 6.0 128• 72 6.3 1 BA 4.2 V gj, LpW�2 60- 12D 118 123 52 9.1 or lz.D B5 12.0 4.3 7.5 ;R 11' 12.0 8.9 124 4A 7.0 1. 9.9 7,3 115 3.3 5.7 m$ 7D BB• BB 72 11.6 3.3 5.7 7D OB' 8.1 0.0 98 4.7 114• 8.3 6.1 B8 48 114• 68 5.0 8.1 38 11yy�1 118• 79 5.8 BA 48 118• 65 48 7.7 3.0 F- ED. 12D 10.1 12.0 4.6 7.9 1. 11a 8.3 12A 38 88 a `Nj T1• 102 7.9 12.0 1 3.5 1.1 BD 71' 8.7 3A 10.3 SD BD 88• B8 6.3 1D2 . SA 96• 7.1 52 9.4 4.1 III- lA 5.3 B.B 42 111• B.1 45 7J - 35 ? Z m_ 60• 12.0 0.0 120 4.1 7A 1. 10.1 1.4 119 3.3 58 0 78, BA 0.9 11.1 3.1 5A 79, 7.7 5.7 02 45 so, 78 6.6 9.1 - 4A BD Or 6a 45 e5 - 3.6 F / C - 0 0 a' aLL dot 1D5• 7.0 5.1 B.3 4.0 106, 5.7 42 fia 3J Z N / SUBSTRATE 1. 11.0 8.1 12.0 3.7 SA or OA 63 IS.? 3.0 52 5 W // � 0 0 78' B5 02 10.0 41 78' 7.0 5A BJ 4.0 L9 // V V t3�j3 iDD 96, 89 5.1 8.2 IA 100 �, 6.7 42 63 3.3W #1Dx3"41D-HT S.S rn L) B0' 6.7 4.9 7.B 38 DB' S5 4D BS 32 L) S.M.S.W/7/16"Ox 7!B" rn Z 48• ME 8A 12.0 38 s.6 48• SA 7.D 112 3.1 5A / W LONG NYLON BUSHING 60' B2 &8 1DD 3D 5.3 6D' T9 58 BA 4A 120 I20 TYPICAL (BOTTOM ONLY) 0 76' 7.0 S2 9A 4,1 7B• 68 4J 69 3A ANCHOR SEE Bib BD 4.5 7.2 35 D7' SD 1 3.7 5.0 CHART ON LEFT N 1. B8 7.2 lips 313 5.7 1. 8.1 6,0 Ba 4.7 fA 60• 7.9 5.8 D.3 45 or fi3 48 7.7 3.7 � 14D TB• BA 4.S 7.2 t 3.5 14D TB' 6.0 3.7 5.0 - �111111 Bt' '� fib 4.7 g.B 3A 81' 4.3 33 5.7 ,,�p�`.j��j�t F 17552 46' g8 6.3 m, 5.0 1. 7.1 52 0.4 4.1 \o•-}�.c,.� 4-IN #559 *. 15D 60' 69 G.1 0.2 4D 150 60' S.7 42 6.7 3a :VC.A.f� 7 "'._ g811S Ig YOTBD TO. 68 4J 8.9 3A 1. 4A 38 5.T = �0 *�. � * C/O/'//� "•mow PAOl1tt YC916-RM iq 11 4= DA.1g60 p4 ��4pS31pN0����� 7 aP 1B ( ruary DESIGN IAAII VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL.2T P DETAIL 26 OTTOB WOOD CONCRETE CONCRETE ROOD CONCRETE CONCRETE VAX. CONCRETE CONCRETE S7RUCTUR MAX. CONCRETE CONCRETE S7RUCTUH TYPICAL / #1DX3'41D-HT S.S SHUTTER BLOCK UTACX SHU7TEli BLOCK BLOCK i 12 E.SIGN F. DESIGN E ANCHOR SEE,.' i SPAN Shah CHART ON LEFT ' S.M.S.WI 7!16°0x 5!B" LOAD AN(310R ANCHOR ANCHOR ANCHOR ANCHOR LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING // /� MEDIUM B HAT NYLON o in. (in. in. Un. in. (in. (in. (in. in. (in. BUSHING(TOP ONLY) TYPE TYPE TYPE TYPE r TYPE TYPE TYPE TYPE y / / #1Dx2'41D-HT `off PSF INCH A/B/C/F TYPE E A2/�C/C•2 AI/ISI/DI/ Cl/Fl PSF INCH A/B/C/F TYPE E h2/D RI G/82 Al/FI/D1/ Cl/Po C / 3 z S.S S.M.S.TYP. 60 12.0 12.0 12. 12.0 12.0 60 12.0 12.0 12.0 12.0 12.0 g ED /UB TR{TE TOP a BOTTOM 78 12.0 12.0 12.0 11.3 12.0 78 12.0 12.0 12.0 9.3 12.0 w �/ / / / ii 96 12 0 12.0 12.0 9.1 12.0 96 12.0 12.0 12.0 7.5 12.0 .+ 25 114 12.0 12.0 12.0 7.7 12.0 25 114 12.0 12.0 12.0 6.3 11.0 c a 132 12.0 12.0 12.0 6.7 11.6 132 12.0 12.0 12.0 5.5 9.5 HEEL CARRIAGEF��i �0 ISO 12.0 12.0 12.0 5.9 10.2 150 12.0 10.7 12.0 4.8 8.4 t 0 168 12.0 11.6 12.0 5.2 9.1 168 12.0 9.5 12.0 4.3 7.5 ISO 12.n 10.8 12.0 4.9 8.5 LBO 12.0 8.9 12.0 4.0 7.0 NN °p 60 12.0 12.0 12.0 9.1 12.0 60 12.0 12.0 12.0 7.5 12.0 (� em 78 12.0 12.0 12.0 7.0 12.0 78 12.0 12.0 12.0 1 5.8 10.1 _ �r W 96 12.0 12.0 1 12.0 5.7 9.9 96 12.0 10.4 1 12.0 1 4.7 8.2 p;6; 40 114 12.0 10.7 1 12.0 4.8 8.4 40 114 L i.9 8.8 12.0 4.0 6.9 O 122 12.0 9.2 1 12.0 4.2 7.2 132 10.3 7.6 12.0 3.4 5.9 Vr MIN.SEPARATION SEE Z F 6 I5n 11.0 B.1 12.0 3.7 6.4 150 9.0 6.7 10.7 3.0 6.2 a 7 N 162 10.2 7.5 12.0 3.4 5.9 162 8.4 6.2 9.9 - 4.8 CD CHART G ON SHEET 6o 60 12.0 12.0 12.0 7.3 12.0 60 12.0 12.0 12.0 6.0 10.5 F Z Z V y 78 12.0 12.0 12.0 6.6 9.8 79 12.0 10.3 12.0 4.6 8.0 a C1 a 50 96 12.0 10 1 2 0 4.6 7.9 50 96 11.3 B.3 12. � 0 18 8.5 y Z Z W 119 l 1.fi 8.6 12.0 3.9 6.7 114 9.5 7.0 11.3 3.2 5.5 W 9 n F 132 10.0 7.4 11.9 3.3 5.8 132 8.2 6.1 9.8 - 4.8 153 8.0 6.4 10.2 - 1 5.0 153 7.1 5.2 8.4 1 - 4.1 1 0 60 12.0 12.0 R12.0 6. 10.6 60 12.0 1 I.1 12.0 5.0 8.7 = n 78 12.0 10.4 4.7 S.1 78 11.6 6.6 12.0 3.9 6.7 ca 60 96 11.5 8.4 3.8 6.6 60 96 9.4 7.0 11.2 3.1 5.4 m 120 9.2 6.8 3. 5.3 120 7.5 5.6 8.9 - 4.4 7 144 7.6 5.6 - 1.4 144 6.3 4.6 7.5 - 3.6 60 12.0 11.6 5.2 9.1 60 12.0 9.5 12.0 4.3 7.5 78 12,0 8.9 4.0 7.0 78 9.9 7.3 11.8 3.3 5.7 y 70 96 9.8 7.2 3.3 5.7 70 6 8.1 6.0 9.6 - 4.7114 8.3 6.I - 4.8 114 6.8 5.0 8.1 - 3.9 P4 w 135 1 7.0 5.1 1 8.3 - 4.0 135 5.7 4.2 6.8 - 3.3 Z 60 12.0 10,1 12.0 4.6 7.9 60 11.3 6.4 12.3 3.8 6.5 p g 80 76 10.6 7.8 12.0 3.5 6.1 80 78 8.7 6.4 ]0.3 - 5.0 3 y F o55 96 B.fi 6.3 10.2 - 5.0 96 7.1 5.2 8.4 - 4.1 Z 9 u1�a 120 fi.9 5.1 8.2 - 4.0 120 5.7 4.2 6.7 - 3.3 a. / / a Q p 6 60 12.0 9.0 12.0 4.1 7.1 60 10.1 7,4 ll.9 3.3 5.8 -------- 78 9.4 6.9 11.1 3.1 5.4 90 78 i 7 5.7 9.2 - •1.5 i 0 /SUBSTRATE/ d O 90 9 7.6 5.6 9.1 - A.4 9fi 6.3 4.6 7.5 - 3.6 W L) U LOB 6.8 5.0 8.1 - 3.9 108 5.6 4.1 1 6.6 - 3.2 O a U a 60 1 11.0 8.1 12.0 3 6.9 60 9.0 6.7 10.7 3.0 5.2 w / 410-HT S.S W #10x3" V 100 72 1 9.2 6.8 10.9 3.0 5.3 2 7.5 5.6 8.9 _ 4.4 W Z 100 S.M.S.WI 7 l 16"fdx 7 f 8" 84 7.9 6.6 9.3 - 4.5 84 6.5 9.8 7.7 3.7 / / � Z 96 6.9 6.1 B.2 - 4.0 96 5.7 4.2 6.7 - 3.3 // LONG NYLON BUSHING W 96 11.5F ]2.0 3.8 6.6 48 9.4 7.0 11.2 3.1 5.4 TYPICAL/ /� (BOTTOM ONLY) fiO 9.2 10.9 3.0 5.3 60 7.5 5.6 8.9 - 4.4 ANCHOR SEE 120 72 7.6 9.1 - 4.4 120 2 6.3 4.6 7.5 - 3.6 CHART ON LEFT 03 81 6.8 B.I 3.9 81 5.6 4.1 6,6 - 3.2 48 9.8 u.fi 3.3 5.7 48 e.1 6.0 9.6 - 4.7 """ FLi17552 140 60 7.9 9.3 - 4.5 140 0 6.5 4.8 7.7 - 3.7 \\� �ffyff 7.1 6.5 - 4.1 66 5.9 4.3 7.0 - 3.4 \\561j� yan72 6.5 7.6 - 3.8 72 5.4 4.0 6.4 - 3.I ��.�, \Vf" � osn oo-ee-ta 48 8.6 10.2 - 5.0 48 7.1 5.2 8.4 - 4.1 •VCA SCA18 M Xm 160 60 6.9 8.2 - 4.0 1fi0 60 5.7 4,2 6.7 - 3.3 ._ 1,5o. P.L fib 6.2 4.6 7.4 - 3.6 66 5.1 3.8 6.1 - - #_ Pxw=xn ie-ozo I80 48 7.6 6.6 9.f 4•4 IBO 48 6.3 4.6 7.5 _ 3.6 = OF. •� 6.1 4.5 7.2 - 3.6 6o 5.0 3.7 fi 0 i'�• °a a°"M1N0 qO' 200 48 6.9 6,1 6.2 - 4.0 200 48 5.7 4.2 fi.7 - 3.3 i�� ..R� Rr,JC1��� AD75-I1 57 6.8 4.3 6.9 - 3.3 67 4.6 3.5 5.7 �i FS Q � \\ qq 310Np�q\ a of 16 e ruary I , MIN. F..if LOAD VS SPAN NC110 SPACING CHART n SI Y 10. YR SPAN AND NDI s A. r .1 EDGE DIST. = DETAIL3T A 3B(TOP&BOTTOM) DETAIL 13B no 014 TYPICAL ANCHOR CONCRETE CANCREtE CONCRETE CONCRETE SEE CHART ON LEFT MAX. CONCRETE.CONCRF.TF.CONCRF.TF. 1r00D 1fA%. CONCRF.TF.CO\CRETF.CONCP,EfF. ESIGN SHUTTER RLOCR 14.0(:K DESIGN SHUTTEN BLOCK RLOCIf // LOAD SCAN ANGIOR ANCHOR ANCHOR ANL110R ANCHOR ANCIIOR SPAN ANC11011 ANCHOR ANCHOR ANCHOR ANCHOR •/ / / Q. EQ: SPACING SPACING SPACING SPACING SPACING SPACING LOAD SPACING SPACING SPACING SPACING SPACING / •�//%%// / / S BSTRAJE in. (in.) in. (in. (in.) (in. in. (in. in.) (in. in.) TYPE PSF INCH TYPE A/B TYPE.C/F TYPE D/E A2 D2/E2 TYPE TYPE El PSF INCH TYPE AD'TYPE C/F TYPE.D/E /BI/TYPE TYPE.F.1 #10X2"S.M.S. Y G A]/B]D] A]/B]/DI S.S .S.TYP, z ry 60 14.0 14.0 14.0 14.0 14.0 14.0 60 9.0 9.0 9.0 9.0 9.0 WHEEL CARRIAGErE TOP&BOTTOM 78 14.0 14.0 14.0 14.0 14.0 Id 0 78 9.0 9.0 9.0 9.0 9.0 96 14.0 14.0 14.0 1 .0 14.0 13.8 96 9.0 0.0 9.0 9.0 9.0 #10x3"410-HT S. o]14 14.0 14.0 14.0 14.0 11.9 I1.6 114 9.0 9.0 9.0 8.0 8.6 25 25 Cn S.M,S.Wl7l 16"Ox 5l 8132 fa.0 I4.0 14.0 ]2.9 ]0.2 10 0 ]32 9.0 9.0 9.0 6.9 7.4 150 14.0 14.0 14.0 11.3 9.D 8.8 ISO 9.0 9.0 9.0 6.1 6.5 MEDIUM&HAT NYLO168 14.0 14.D 13.0 10.1 8.1 7.9 168 9.0 9.0 9.0 5.4 5.8 O BUSHING(TOP ONLYI80 14.0 14.0 12.1 9.4 7.5 7.3 180 9.0 9.0 9.0 5.1 5.5O60 14.0 14.0 14.0 14.0 14.0 14.0 60 9.0 9.0 9:0 9.0 9.0 Z78 14.0 14.n 14.0 13.8 11.3 1D.9 7H 9.0 9.0 9.0 7.3 7.9 MIN.SEPARATION SE 1A96 14.0 14.0 14.0 11.2 9.'L 8'9 96 9.0 9.0 9.0 5.9 6.4 CHART G ON 6HEET A'fi' 40 114 14.0 ]4.0 12.3 9.4 7.T 7.5 40 114 9,0 9.0 8.9 5.0 5.4 132 12.7 19.U 10.7 8.1 6.1 6.4 132 9.0 9.0 7.7 4.3 4. Z n I60 11.2 14.0 9.4 .2 5.9 5.7 160 8.3 9.0 6.7 3.8 4.1 K W N a d 162 10.4 14.0 8.7 6,6 5.4 5.2 162 7.7 9.0 6.2 3.5 3.8 W 0 0 60 14.0 J4.0 14.0 14.0 11.9 11.4 60 9.0 9.0 9.0 7.6 B.2 (�� 3 TOP & BOTTOM :� y 2. 7R 14.0 14.0 14.0 11.1 9.2 8.6 78 9.0 9.0 9.0 5.9 5.3 g 50 96 14.0 14.0 11.8 9.0 7.4 7.2 96 9. 9.0 8.4 4.8 5.1 W Z pz 114 11.9 14.0 10.0 7.6 6.3 6.0 60 114 8,8 9.0 7.1 4.0 4.3 7 W 13'2 10.3 14.0 8.6 6.5 5.4 5.2 132 7.6 9.0 6.1 3.5 3.7 }0 m 153 B.9_ 12.2 7.4 5.6 4.7 4.5 153 6.5 8.3 5.3 - 3.2 60 14.0 14.0 14.0 12.0 10.0 9.6 ED 9, 9.0 9.0 6.3 5.8 #10x3"410-HT S.S 78 14.0 14.0 12.2 9.3 7.7 7.4 78 9.0 9.0 B.6 4.9 6.2 S.M.S.W/7116"Ox 716" 60 96 11.9 14.0 9.9 7.5 6.3 6.0 60 96 8.7 9.D 7.O 4.0 4.3 LONG NYLON BUSHING m� 120 9.5 13.1 7.9 6.0 5.0 4.8 120 7.0 8.8 5.6 3.2 3.4 (BOTTOM ONLY) 144 7.9 10.9 6.6 510 4.2 4.0 144 5.8 7.1 4,7 - - 60 14.0 14.0 13.7 10.3 8.6 8.3 60 9.0 0.0 9.0 5.4 6.8 115"0 RIVETS OR 78 12.6 14.0 10.5 8.0 6.7 6.4 78 9. 9.0 T.4 4.2 4.5 0 TEKS Q 6"O.C. CI 4 70 96 10.2 14.0 8.6 615 5.4 5.2 70 96 7.4 9. 6.0 3.4 3.7 y 114 8.6 ILI] 7.2 5.4 4,6 4.4 114 6.3 � 7.9 5.1 � 3.1 o 0 135 7.3 10.0 6.1 4.6 3.8 3.7 135 5.3 6.7 4.3 - - W C7 0 60 14.0 14.0 12.0 9.1 7.6 7.3 IE0 0 9.0 9.0 8.4 4.8 5.1 Z o = O 80 78 l 1.0 14,0 9.2 7.0 5.9 5.6 808.0 9.0 6.5 3.7 3.9g96 9.0 12.4 7.5 6.7 4.6 4.5 6.5 1 9.3 5.3 3.2 5 EQ. EQ. W 3116"O RIVETS OR Z120 7.2 9.9 6.0 4.5 3.B 9.6 5.2 6.6 4.2 - - #1 D TEKS @ 6"O.C. O O 60 12.8 14.0 10.7 8.1 6.8 6.5 60 9.0 9.0 7.5 4.2 4.5 K 0. r ggqaq 90 78 9 B 13.6 8.2 6.2 5.2 5.0 90 78 7.1 9.0 5.8 3.3 3.5 96 B.0 1 I.1 6.7 5.0 4.2 4.0 96 5.8 1 7.3 4.7 IDB 7,I 9.a 6.0 455 3.8 3.6 JOB 5.1 1 6.5 4.2 - - CONCRETE ¢ J d fi0 11.5 14.0 9.7 7.3 611 S.B 6D 8.3 0.0 6.7 3.8 4.1 O TYPICAL ANCHOR N U 100 72 9 6 13.3 8.1 6.1 5,1 4.9 !00 T 7.0 8.8 5.6 3.2 3,4 SEE CHART ON LEFT W Z 84 8,2 1.4 6,9 5,2 4.4 4.2 84 6.0 7.6 4.8 - - Z 96 7.2 10.0 6.0 4.5 3.8 3.6 96 5.2 6.6 4.2 - - MIN. Lu 48 12.0 14.0 10.1 7.6 6.4 6.1 48 8.7 9.0 7.0 4.0 4.3 R48 9.6 13.4 B.1 6.1 5.] 4.9 ]20 6D 7.0 8.8 5.6 3.2 3.4 EDGE DIST, 1208.0 11.1 6.7 5.1 4.3 4.1 72 5.8 1.3 4.7 - - 13 B N 7.1 9.9 6.0 4.5 3.8 3.6 81 5.1 6.5 4.2 - - C7 10.3 14.0 8.7 6.5 5.5 5.2 48 7.4 1 9.0 6.0 3.4 3.7 8.3 Ilea 6.9 5 2 4 4 4.2 60 6.0 .6 4.8 140 too - - , , FL#17552 7.5 ]0.5 fi,3 4.7 4.0 3.8 66 5.-0 6.9 9.4 - - \\�' 60" a.E.�/6.9 9.6 5.8 4.3 3.7 3.6 72 5.0 1 6.3 4.0 tQ� 9 159 9.1 12.6 7.6 5.7 4.8 4.6 48 6.5 8.3 5.3 - 3.2 ��X.,a 5 b,00 =1607.3 ]0.1 fi.] 4.6 3.9 3.7 160 60 5.2 6.6 4.2 - - 6.6 0.2 5.5 4,1 3.5 3.3 66 4.7 6.0 3.8 ]80 48 8.1 11..2 6.8 5.1 4.3 4.1 48 5.8 7.3 4.7 W 60 8,5 90 5.4 I80 60 4.6 5.9 9.7 /�, CF " 48 7.3 10.] 6.1 4,6 3,9 3.7 200 48 -5.2 6.6 4.2 - - iA"yI,(J�y�. Z ,Z 200 57 6.1 8.5 5.1 3.8 3.3 3.1 57 4.4 5.6 3.5 - - �iI�D��("�y ""•""���, AD1575-11 �fi\ 9 OF 16 e rilary t , DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN ANTI ANCHOR SPACING CHART Z i Uf•7A1L nR 051 DETAIL 5A (BOTTOM) MIN.SEPARATION SEEL 7 d o c CtLNCNETE CONCRETE CONCRETE CONCRETE MAX. CONCRF7F.CO\CRf"IF.CONCRETC: MAX. CONCREtF.CONCRETE CONCRETE CHART G ON SHEET 6 SHUTTER BLOCK BLOCK SHUTTER BLOCK BLOCK DESIGN SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR D�DAbN SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR #1 Dx3"41 D-HT S.S. p� LOAD SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING S.M.S.W/7/15"Ox 7I8" _ S in. in. (In.J (in.) in. in.) in. (in. (in.) in. m LONG NYLON BUSHINGN PSF INCH TYPE A/B TYPE C/F TYPE D/E TYPE TYPE EI PSF INCH TYPE A/B TYPE C/F TYPE D/E TYPE TYPE El y (BOTTOM ONLY) A]/RI/DI Al RI/D] Cg9 3/16"0RIVETS a 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 15.0 15.0 15.0 z w 78 - 17.0 17.0 17.0 17.0 17.0 78 15.0 15.0 16.0 15.0 15.0 0 OR 10 TE S C7 96 17.0 17.0 17.0 17.0 17.0 96 I6.0 15.0 15.0 15.0 15.0 r @ 6"D.C. 5 0 « 25 114 17.0 17.0 17.0 16.7 14.6 26 114 15.0 15.0 15.0 15.0 15.0 to 6"O RIVETS OR o j 132 17.0 17.0 17.0 14.5 116 132 15.0 15.0 15.0 15.0 13.6 � 3116°O RIVETS o150 17.0 17.0 17.0 12.7 II.1 150 I5.0 15.0 15.0 74. 12.0 @12"168 17.0 17.0 16.5 11.4 9.9 166 15.0 15.0 15.0 12.8 10.7 ..o 180 17.0 17.0 15.4 10.6 9.3 180 15.0 15.0 15.0 12.0 10.0 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 15.0 15.0 15.0 c1 g 78 17..0 37.0 17.0 15.3 13.4 78 1.9.0 15.0 15.0 ..15.0 14.4 CONCRETE V om t 96 17.0 17.0 17.0 12.1 10.9 96 15.0 15.0 15.0 14.0 11.7 17 Z r�r 40 114 17.0 17.0 15.2 10.5 9.1 40 114 15.0 15.0 16.0 11.8 9.9 132 15.3 17.0 13.1 9.0 7.9 132 15.0 15.0 14.2 10.2 8.5 TYPICAL ANCHOR 150 13.5 17.0 11.6 7.9 7.0 150 14.4 15.0 12.5 9.0 7.5 0.500" Z J SEE CHART ON LEFT MIN. 16't 12.5 17.0 10.7 7.4 6.4 ]62 13.3 15.0 11.6 6.3 6.9 W4 7 c 60 17.0 17.0 17.0 15.9 13.9 60 15.0 15.0 15.0 15.0 15.0 EDGE DI5T. W Z a B 78 1T.0 17.0 17.0 12.2 10.7 78 15.0 15.0 15.0 13.8 11.5 � 0 � u 96 16.8 17.0 14.4 9.9 8.7 b0 96 I6.0 5.O 15.0 11.2 9.4 ?0 y 50 lIn 1A.2 17.0 12.2 8.4 7.3 114 15.0 15.0 13.1 9.4 7.9 0 Z 132 12.2 17.0 10.5 7.2 6.3 132 13.1 15.0 I1.3 8.2 6.8 W 159 10.6 15.5 9.1 6.2 5.5 153 11.3 15.0 9.8 7.0 5.9Eb } ' 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 15.0 14.9 12.5 I)0 78 17.0 17.0 17.0 15.2 14.6 76 16.0 15.0 15.0 11.5 9,fi MIN.SEPARATION SEE 7 60 96 1T.0 17.0 17.0 12.4 11.9 60 96 15.0 15.0 13.0 9.3 7.8 CHART G ON SHEET 6 120 17.0 17.0 15.8 9.9 9.5 120 12.0 15.0 10.4 7. 6.3 K m 144 15.7 17.D I l l 8.3 7.9 144 10.0 15.0 8.7 6.2 5.2 N µ! 60 17.0 17.0 17.0 17.0 I6.3 60 15.0 15.0 15.0 12.8 10.7 #1 DX2"410-HT S.S 78 17.0 17.0 17.0 13.1 12.6 76 lb.o 15.0 13.7 9.9 8.2 5 S.M.S.W/7/16"OX 5/8" 70 96 17.0 17.0 16.9 10.6 10.2 70 96 12.8 15.0 It.1 8.0 6.7 O LONG NYLON BUSHING N 114 1 .0 17.0 14.2 8.9 8.6 114 10.8 15.0 9.4 8.7 5.6 Z (BOTTOM ONLY) y 135 14.4 17.0 12.0 7.5 7.3 135 9.1 13.A 7.9 5.7 4.R N 60 17.0 17.0 1 .0 14.9 14.3 60 15.0 15.0 15.0 11,2 9.4 Q m 78 17.0 17.0 17.0 11.4 11.0 so 78 13.8 I5.0 12.0 8.6 7.2 lil Z 80 96 17.0 17.0 14.8 9.3 8.9 96 11.2 15.0 9.8 7.0 5.9 gig( Ito 14.1 17.'0 11.8 7.4 7.1 120 9.0 13.6 7.8 5.8 4.7 o Z utLL 60 17.0 17.0 17.0 13.2 12.7 E48 I5.0 15.0 13.9 10.0 8.3 0 9 0 a 90 78 17.0 17.0 16.2 10.2 9.8 9012.3 15.0 IO.7 7.7 6.4 0. m '� 96 15.7 17.0 13.1 8.3 7.9 10.0 I5.0 8.7 6.2 6.2 0 - 108 14.0 17.0 11.7 7.3 7.1 8.9 13.4 7.7 5.5 4.6 �, �J 4 V L) 60 17.0 17.0 17.0 11.9 11.4 14.4 15.0 12.5 9,0 7.5 Q L) d 100 72 17..0 17.0 15.8 9.9 9.5 10012.0 15.0 10.4 7.5 6.3 EO EQ. N U 84 16.1 17.'0 13.5 8.5 8.2 10.3 15.0 8.9 6.4 5.4 W Z sfi 14.1 17.0 11.8 7.4 7.1 9.0 13.6 7.8 5.6 4.7 TYPICAL ANCHOR CONCRETE v w 48 17.0 17.0 17.0 12.4 11.9 1S.0 15.0 13.0 9.3 7.8 SEE CHART ON LEFT V, 120 60 17.0 17.0 15.8 9.9 9.b IYO 6D 12.0 ]5.0 10.4 7.5 6.3 MIN. 72 15.7 17.0 13.1 8.3 7.9 72 10.0 15.0 8.7 fi 2 5.2 81 14.0 17.0 11.7 7.3 7.1 81 8.9 1 13.4 7.7 5.5 4.6 EDGE DIST. 48 17.0 17.0 16.9 10.6 10.2 48 12.8 15.0 11.1 8.0 6.7 140 60 16,1 I7.0 13.5 8.5 8.2 140 60 10.3 15.0 8.9 6,4 5.4 nuln� , FL1�17552 fib 14.7 17.0 12.3 1 7.7 7.4 66 9.3 14.1 8.1 5.8 4.9 72 13..6 'l7.0 11.3 7.1 6.8 72 8.6 13.0 7.4 5.3 4.5 ++++��itAfe✓R{B Rn'(�0ry��i� 96 1T.0 1T.0 ]4.8 9.3 8.9 48 11.2 15.0 9.8 7.0 5.9 ����, + /559 'ti#�i 160 60 14.1 17.D ]1.8 7.4 7.1 160 60 9.0 13.6 7.8 5.6 4.7 :+�c.ar;� 7 eee,a ,�xarm 66 12.8 17.0 10.T 6.8 6.5 66 8.2 12.4 7.1 5.1 4.3 t nam ni IBO. 48 15 7 1 13.1 B.3 7.9 180 98 0 0 15 0 8 6.2 5.2 *_ * vaamcr xn swam 60 1'l.6 17.0 ID.1 8.3 7.3 60 0.0 12.1 6.9 510 9.2 �F ,a muwxo 200 48 7 .1 17.0 11.8 7 44 - 7.1 200 48 9.0 13,fi 7.8 5.6 4.7 57 11.9 16.4 10.0 6.3 6.0 67 7.6 11.5 6.6 4.7 3,9 �i� ;A�'pA�.���� AD15-11 e ruary t , DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL.BB (BOTTOM) MAX. CONCRETG CONCRETE ROOD CONCRETE CONCRETE ALIDI, z z$ DESIGN SHUTTER BLOCK BLOCK 6063-T6 LOAD SPAN .L\CNOR MCIIOR ANCIIDR ANCHOR ANCHOR ANCHOR p�ai SPACING SPACING SPACING SPACING SPACING SPACING 7 in. in, in. in. MIN.SEPARATION SEE TYPE TYPE CHART O ON SHEET 6 iD PSF 1NCII TYPE TYPE:E A2/D2/E2/AI/B1/DI/E TYPE I/4'TEKS ¢ �, A/B/C/F G I Cl/PI rn N o 60 9.0 9.0 9.0 9.0 9.0 9.0 g a� 78 9.0 9.0 9.0 9.0 910 9.0 0 #1 Ox3"41 D-HT S.S 96 9.0 9.0 9.0 9.0 9.0 9.0 V' En 114 U.0 9.0 9.0 8.3 9.0 9.0 F S.M.S.N ON 11 BUS 7/G 25 120 9.0 9.0 9.0 7.9 9.0 9.0 y LONG NYLON BUSHING 'a 150 D.0 9.0 9.0 6.3 9.0 9.0 (BOTTOM ONLY) r �0 168 9.0 9.0 9.0 5.6 9.0 9.0 180 9.0 9.0 9.0 5.2 9.0 9.0 N N e'p 60 90 90 9.0 90 9.0 9.0 � y v � (� om 78 9.0 9.0 9.0 7.6 9.0 9,0 nr 96 9.0 9.0 9.0 6.1 9.0 9.0 z= / %l EQ.. EQ. 1 ? M 40 114 9.0 9.0 9.0 5.2 9.0 9.0 g m SUBSTRATE/ 120 9.0 9.0 9.0 4.9 8.5 9.0 O / 2 H a 150 9.0 8.7 9.0 3.9 6.8 9.0 162 9.0 6.1 9.0 3.6 6.3 9.0 8B W N $ 8 60 9.0 9.0 9.0 7.9 9.0 9.0 �/ Q W 0 1/4"0 x 3l4"TEK 0 u 78 9.0 9.0 9.0 6.0 9.0 9.0 / 1•MIN. Z U N c TYPICALANCHOR SCREW SEE CHART O 50 96 9 0 9.0 9.0 4.9 8.5 9.0 z 'w SEE CHART ON LEFT FOR SPACING z N. v 114 9.0 9.0 9.0 4.1 7.2 9.0 / W a8 132 9,0 7.9 9.0 3.6 6.2 8.8 12 ..m E� 153 9.0 6.8 9.0 3.1 6.4 7.6 V 0 60 9.0 9.0 9.0 6.5 9.0 9.0 t� x 78 9.0 9.0 9.0 5.0 8.8 9.0 60 96 9.0 9.0 9.0 4.1 7.1 9.0 m 120 9.0 7.3 9.0 3.3 5.7 B.I 144 8.2 6.1 9,0 - 4.7 6.8 7 W 60 9.0 9.0 9.0 5.6 9.0 9.0 MIN.SEPARATION SEE F- 78 9.0 9.0 0.0 4.3 7.5 9.0 CHART G ON SHEET B zd N 70 96 9.0 7,8 9.0 3.5 6.1 8.7 w 114 8.9 6.6 9.0 - 5.1 7.3 v� 135 7.5 5.5 8.9 - 4.3 6.2 m 60 910 9.0 9. 4.9 8 5 9 0 0 01D%3"41D•HTSS O 3s 78 9.0 8.4 9.0 3.8 6.6 9.0 t, M.S.WI 7/16"Hx 7/B" w y J 80 96 9.0 6.8 9.0 3.1 5.3 7.6 Z Z QQ ui LL F LONG NYLON BUSHING O K m •„ 120 7.4 6.4 6.8 - 4.3 6.1 (BOTTOM ONLY) O O ' 60 9.0 9.0 9.0 4.4 7.6 9.0 K � 78 9.0 7.4 9.0 3.4 5.8 8.3 S V O 90 96 8.2 6.1 9.0 - 4.7 6.8 o U V 3 k 108 7.3 5.4 8.6 - 4.2 6.0 Q U n 0 60 90 0 8.7 9.0 3.9 6.8 9.0 N V 72 9.0 7.3 9.0 3.3 5.7 8.1 a7 W Z 100 84 8.4 6.2 9.0 4.0 6.0 CONCRETE W 96 7.4 5.4 8.8 - 4.3 6.1 V' 48 9.0 9.0 9.0 4.1 7.1 9.0 7 120 60 910 T.3 9.0 3.3 5.7 8.1 TYPICAL ANCHOR N 72 8.2 6 1 9.0 - 4.7 6.8 ®95'O.0 PER 4 " O 81 7.3 6.4 8.6 - 4.'L 6.0 TESTED SPACING 48 9.0 7.8 9.0 3.5 6.1 8. 140 60 8.4 6.2 9.0 - 4.9 6.9 IN.S 66 7.7 5.7 9.0 - 4.4 6.3 ��`'" ® 72 7.0 5.2 8.3 - 4.1 5.8 ���erc.A.�559 "tip*. ece�s �a xarto 48 9.0 6.8 9.0 3.1 5.3 7.6 J ;Iip 160 60 7.4 5.4 8.8 - 4.3 6.1L56 8.2 5.0 9.0 - 3.9 5.5 48 6.2 6.1 9.0 - 4.7 6.8 60 6.6 200 8 6.2 4.4 8,4 - 3.6 5.I ,,,,��•i�S3 ?6,, AD]�5�e 1 e wary t ,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART / 12 D87p11.77 OP DE7A1I.78 (BOTTOM) TYPICALANCHOR / 1!4"0.2Dx314'S.S. I"MIN' z �$ CONCRETE.CONCRET ALUM. CONCREIF.CONCRETE ALUM. SEE CHART ON / c MAX. C'ONCRGTE L'ONCRHTE WOOD MAX. CONCRETE CONCRETE ROOD / BOLTS WI NUT 8 SHUTTER BLOCK E RLOCK 063-TG SHUTTE BLOCK BLOCK GOG3-T6 WA6HER B"O.C. DESIGN DESIGN LE / , LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD R SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPAGIKG SPACING SPACING SPACING SPACING SPACING SPICING SPACING SPACING SPACING SPACING SflACING \E. EO• nP in. 3n. in. in. in. inJ (In. in. in.) in, in. in. / / 7EF 5 / / tt1 Dz2'410-HT S.S TYPE TYPE TYPE TYPE i F3 // S,M.S.TYP.TOP TYPE TYPE: TYPE. TYPR I/4'TFJ( PSF INCH A/B/C/F TYPE G A2/D21E2 AI/BI C1/F1 I/4"ilEl(S PSF INCH A/B/C/F TYPE E A2/D2/C•2 dl/fEl Cl/FI S o SUB6TR TE BOTTOM o G EI G /El m ��� RIAGE 1 60 9.0 9,0 9.0 9.0 9.0 9.0 60 9.0 9.0 9.0 9.0 9.0 9.0 i� z 1.1 78 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 9.0 9.0 9.0 0-HT 6.6 96 9.0 9.0 9.0 9.0 0.0 9.0 96 9.0 9.0 9.0 9.0 9.0 9.0 S. '0z 5l8' m n 114 9.0 9.0 9.0 9.0 9.0 9.0 114 9.0 9.0 9.0 7.9 9.0 9.0 MT NYLON 20 120 9.0 9.0 9.0 8.9 9.0 9.0 2n 120 9.0 9.0 9.0 7.5 9.0 9.0 P ONLY) O ISO 9.0 9.0 9.0 7.1 9.0 9.0 ISO 9.0 9.0 9.0 6.0 9.0 9.0 tim C ]68 9.0 9.0 9.D 9.0 9.0 9.0 60 9.0 9.0 9.0 5.3 9.0 9.0 oe 180 9.0 9.0 9.0 5.9 9.0 9.0 180 9.0 9.0 9.0 5.0 8.7 9.0 rD .46 60 9.0 9 0 9.0 9.0 9.0 9.0 GO 9.O 9.0 9.0 9.0 9 0 9.0 U, N N m 78 9.0 9.0 9.0 8.6 9.0 moo 78 9.0 9.0 9.0 7.2 9.0 9 0 MION SEE V � r� 96 9.0 9.0 9.0 7.0 9.0 96 9.0 9.0 9.0 5.8 9.0 9.0j CHART G ON SHEET 6 40 114 9.0 9.0 9.0 5. 9.0 40rl 114 9.0 9.0 9.0 4.9 8.5 9.0 0 5 d:G: X 120 9.0 9.0 9.0 5.6 9.0 120 9.0 9.0 9.0 4.7 8.1 9.0 Z F a ISO 9.0 9.0 9.0 4.5 7.7 150 9.0 8.3 9.0 3.7 6.5 7.8 �d n 162 9.0 9.0 9.0 4.1 7.2 62 9.0 7.7 9.0 3.5 6.0 7.2 W y a 60 9.0 9.0 9.0 6.9 9.0 9.0 60 9.0 9.0 9.0 5.8 0.0 9.0 O W 0 78 9.0 9.0 9.0 6.9 0.0 9.0 78 0.0 9.0 9.0 5.B 0.0 9.0 7 1 Z U w ec 96 9.0 9,0 9.0 5.6 9.0 9.0 50 Ofi 9.D 9.0 9. N 0 SO IN 9.0 9.0 9.0 4.7 8.2 9.0 114 9.0 8.7 9.0 3.9 6.8 8.2 Z nz anm 132 9.0 9.0 9.0 4.1 7.0 9.0 132 9.0 7.5 9.0 3.4 5.9 7.1Eb 153 9.0 7.8 9.0 3.5 6.1 9.0 153 8.8 6.5 9.0 - 5.1 6.1 }G 60 910 9.0 2 0 7.4 0.0 0.0 60 9.0 9.0 9.0 6.2 0.0 0.0 V 78 9.0 9.0 9.0 5.7 9.0 9.0 78 9.0 9.0 9.0 4.8 8.3 9.0 60 96 9.0 9.0 9.0 1.6 8.1 9.0 1 60 96 9.0 R.6 9.0 3.9 6.8 8.2 o 120 9.0 8.2 9.0 3.7 fi.6 9.0 120 9.0 6.9 9.0 3.1 5.4 8.5 m ij 144 9.0 6.9 9.0 3.1 5.1 9.0 144 7.8 5.8 9.0 - 4.5 5.4 1F701c2""Ox 71 S.M.S. 60 9.0 9.0 9.0 6.4 9.0 9.0 60 9.0 9.0 9.1) 5.3 9.0 9.0 Wf7176 NY71B"MEDIUM NYLON BUSHING E1208m 0 9.0 910 4.9 8.5 9.0 8 9.0 9.0 9.0 4.I 7.1 8.6 (BOTTOM ONLY) 700 8.8 9,0 4.0 6.9 9.0 70 96 9.0 7.4 9.0 3.3 5.8 7.0 3116'0 RIVETS OR 7 N 0 7.4 9.0 3.4 6.8 9.0 114 8.6 62 9.0 - 4.9 5.9 5 6.3 9.0 - •1.9 9.0 135 7.1 5.3 8.5 - 4.1 6.0 1 ® O.C, tiLE4 b 0 9.0 9.0 5.6 9.0 9.0 60 9.0 9.0 9.0 4.7 8.1 9.0 Z m BO0 9.0 9.0 4.3 7.6 9.0 BO 78 9.0 8.0 9.0 3.6 6.2 7.6 o 0 7.7 9.0 3.5 6.1 9.0 96 8.9 6.5 9.0 - 5.1 6.1v4 6.2 9.0 - 4.8 9r0 120 T.0 5.2 6.3 - 4.1 4.9 / g ZO 'O aLL v .0 9.0 9.0 5.0 8.6 9,0 6D 9.D 9.0 9.0 .2 7.Y 8.7 w.0 8 5 9 0 3.8 6.6 9.0 78 9.0 7.1 9.0 3.2 6.6 6.7 t� I6TRATE/ 3116"0 RNET6 OR11000 6.9 9.0 3.1 5.4 9.0 96 7.B 5.B 9.0 - 4.5 5.4 #10 TEKS Q 6'O.C. p 0.3 6.1 9.0 - 4.8 9.0 108 6.9 5.1 8.2 - 9.0 4.8 j..RW 314"TEK U V C 60 9.0 9,0 9,0 4.5 7.7 9.0 60 9.0 8.3 9.0 :i.? 6.5 7.8 TYPICALANCHOR / SEE CHART 72 9.0 8.2 9.0 3.7 6.5 9.0 72 9.0 6.9 9.0 3.1 5.4 6.5 SEE CHART ON / LL PACING 1"MIN. y100 100 LEFr �,% W Z849.07.1 9.0 3.2 5.5 9.0 84 8.0 5.9 9.0 - 4.6 5.6 / W 96 8.4 6.2 9.0 - 4.8 9.0 96 7.0 5.2 8.3 - A.1 4.9 Z W 48 9.0 9.0 9.0 4.8 8.1 9.0 48 9.0 8.6 9.0 3.9 6,8 8.2 ED 120 60 9.0 B.2 9.0 3.7 6.5 9.0 120 60 9.0 6.9 9.0 3.1 5.4 6.5 72 9.0 6.9 9.0 3.1 5.4 9.0 72 .8 5.8 9.0 - 4.5 5.4 Ny 81 B 3 6.1 9.0 - 4.B 9.0 81 6.9 5.1 1 8.2 - 4.0 4.8 C7 48 9.0 8.8 9.0 4.0 6.9 9.0 48 9.0 7.4 9.0 3.3 5.8 7.0 140 60 9.0 7.1 9.0 3.2 6.6 9.0 140 60 8.0 5.9 9.0 - 4.6 5.6 ••�u���4. 66 B.7 6.4 1 9.0 - 5.0 9.0 66 7.3 5.4 8.7 - 4.2 5.1 ,�,y � Q1:•4� FL#17552 72 8.0 5,9 9.0 - 4.6 9.0 72 6.7 4.9 7.9 - 3.9 4.7 ,��� {lie TEAj�ON% °�n ro-ee-la 48 9.0 7.7 9.0 3.5 6.1 9.0 4R 8.8 6.5 9.0 - 5.1 6.1 �••vc.a 8509 7 •ti 160 1 60 18.9 6.2 9.0 - 4.8 9.D 160 60 7.0 5.2 R.3 - 4.1 4.9 . ,N� ecga Ae Xm 66 7.6 5.6 9.0 - 4.4 9.0 66 6.4 4.7 7.6 - 3.7 4.4 48 9.0 6.9 9.0 3.1 5.4 9.0 ISO 48 7.8 5.B 9.0 - 4.5 5.9 1 i! # vnanc*xn lo-co 60 1 7.4 5.5 8.8 - 4.3 9.0 60 6.2 4.6 7.4 - 3.6 4.3 OF W 48 8.4 - 6.2 9.0 - 4.8- 9.0 48 7.0 - 5.2 8.3 - 4.1 4.9 yq'• '( t2 ¢wPixo xo. 200 67 7.1 5.2 8.1 - 4.1 9.0 2� 67 5.9 4.4 7.0 - 3.4 4.1 ��i� ' -F�.OQ•,,f*c1d�` _ AD15-11 ��apS31014N����� IE OF 16 e ruary t , DESIGN LOAD VS SPAN AND ANCHOR ,PACING CHART DETAIL 9B (BOTTOM) 7 CONCRETE CONCRETE E CONCRTE' 'CONCRETE z MAX. CONCRETE CONCRETE CONCRETE CONCRETE UESIGN SHUTTER BLOC% BLOCK BLOCK �. BLOCK d � SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR MIN.SEPARATION SEE w LOAD SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING CHART G ON SHEET 6 w q� (in.) (in, (In. (in. (in. (in, (in. (in.) 66C ° PSP INCH TYPE A TYPE C TYPE D TYPE E/F TYPE Al TYPE TYPE Cl TYPE DI F.1 F1 60 6.5 6.6 6.5 6.5 6.5 6.5 6.5 6.5 ° 78 6.5 6.5 6.5 1 6.5 6.5 6.5 6.5 6.5 96 6.5 6.5 6.5 6.5 6.1 6.1 6.5 6.5 114 6.5 6.5 6.5 6.5 5.1 5.1 6.5 6.5 b 25 132 6.5 6.5 6.5 6.5 4.4 4.4 6.3 6.1 z } 150 6.5 6.5 6.5 6.5 3.9 3.9 5.6 5.3 y y 168 5.5 6.5 6.5 5.8 3.5 3.5 5.0 9.8 114'0x314'TEK o ' ISO 6.5 6.5 6.5 5.4 3.2 3.3 4.6 4.4 SCREW @ 4'O.C. 60 6.5 6.5 6.5 6.5 6.1 6.1 6.5 6.5 ww m 3 78 6.5 6.5 6.5 6.5 4.7 4.7 6,5 6.4 e N vim 96 6.5 6.5 6.5 6.3 3.8 3.8 5.4 5.2 TYPICALANCHOR N1Dx3"410•HTS.S V 2 40 114 6.5 6.5 6.5 5.3 3.2 3.2 4.6 4.4 SEE CHART ON LEFT S.M.S.W/7/16"6x 718" 4;6: X 132 6.0 1 6.4 6.5 4.6 - - 4.0 3.8 LONG NYLON BUSHING Z a 150 6.3 5.6 6.5 4.0 - - 3.5 3.3 (BOTTOM ONLY) 162 4.9 5,2 6.0 3.7 - - 3.2 3.1 a N a 60 6.5 6.5 6.5 6.5 4.9 4.9 6.5 6.5 CON RETE 12 W Z B 78 6.5 6.5 6.5 6.2 3.7 3.8 5.4 5.1 Z U m 96 6.5 6.5 6.5 5.1 3.0 3.0 4.4 4,2 4�� ° 50 _ [ z 114 5.6 5.9 6.5 4.3 - 3.7 3.5 ZZ ¢� w 132 4,13 5.1 5.9 3.7 - - 3.2 :3.0 153 4.2 4.4 5.1 3.2 - - - - 1112" 1112" (7 n 60 6.5 6.5 6.5 6.5 9 1 4.1 5.8 5.5 <1 V fw'1 78 6.5 6.5 6.5 5,2 3 1 3.1 4.5 4.3 ' 60 96 5.5 5.8 6.5 4.2 - - 3.5 3.5 m 120 4,4 4,7 5,4 3.4 144 3.7 3.9 4.5 - - - - - FOR ANCHOR TYPE ON WALL MOUNT 60 6.5 6.5 6.5 5.8 3.5 3.5 6.0 4.8 FOR BURDOUT CONDITIONS, CONDITIONS REFER TO 7T&BB ANCHOR 78 5.B 6.2 6,5 4.4 - - 3.8 3.7--- CHART(2)ANCHORS PER SEGMENT MIN. co 70 96 4.8 5.0 5.8 3.6 - - 3.1 - N 114 4.0 4.2 4.9 3.0 - - - - -� 2; ' TMIN. It 135 3.4 3.6 4.1 - - - - - '+ P'" Tqp., 60 6.5 6,5 6.5 S.1 3.0 3.0 4.4 -4.2 = Z 303 78 - 5.1 5.4 6.3 3.9 - - 3.3 3.2 O M BO 96 4.2 4.4 5.1 3.2 - - - - y BOLTS20/NUT,S. N ui uj 120 3,3 3.5 4.1 - - - - - BOLTS R NUT 8 Z 0 0 0 0 o WASHER 2 PER o O m� 60 5.9 6,2 6.5 4..5 - - 3.9 3. � O 0 O SEGMENT®2"O.C. O D- 90 78 4.5 4.8 5.6 3.5 - - _ _ O 96 3.7 3.9 4.5 - - - 0 12 L) 108 3,3 3.5 4.0 - - - - - 4"MIN. 0 W U d 60 5.3 5.6 6.5 4.0 - - 3.5 3.3 "77 100 72 4.4 4.7 6.4 3.4 - - - - O O Z Z 84 3.8 4.0 4.6 - - - - - CURVED TRACK Lu 96 3.3 3.5 4.1 48 5.5 5.8 6.5 4.2 3.6 3.5 120 60 4.4 4.7 5.4 3.4 - - - - N 72 3.7 3.9 4.5 LL99 81 3.3 1 3.5 4,0 - - - - 48 4.8 5.0 5.8 3.6 - - 3.1 - �q 14o so 3.8 4.0 4.6 - - - - - p��Dt���Ni9 ioe,06. FL�/17552 ,66 3.5 3.6 4.2 - - - - - ,.�-\, APE:/559 '-6 oars ro-ee-�a 72 .3.2 3.3 3.9 - - - - - :--C.Alk 7 ee�u xorm 48 4.2 4.4 5.1 3.2 - - - - { NO t Rexx r.� 160 60 3.3 3.5 4.1 - - - - - *_ resew xrr Io-cro 66 3.0 3.2 3.7 - 48 3.7 3.9 4.5 �'�� t •$ 180 60 - 1 3.I 3.6 - - - - - i, �.Qp�,.��0�� ADII 200 H4857 3.3 3.5 3.A 13 OF III e ruary t ,ZUlb DESIGN LOA VS SPAN AND ANCHOR SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL.IOT TOP DETAIL 106 BOTTOM 3 5/16"0 ULTRACON W/1-112" 1/4"TEKS ROOD o ALU1t. 6063- CONCRETE CONCRETE ALUM' O MIN.EMBED INTO WOOD 1 112' 1 1/2" SEE CHART ON LEFT MAX. WOOD IlA%. CONCRETE CONCRETE STRUCTUR SHUTTER T6 SHUTTER DLOCK BLOCK 6063-T6 FOR SPACING DESIGN SPAN DESIGN SPAN E STRUCTURE,SEE CHART ON Ka pp LOAD ANCHOR ANCHOR LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LEFT FOR SPACING 6 5 SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING in. in. in. in. in. in.) in. in. / / /3 114"MIN. W 1/8"x4"ALUMINUM / / 4 5/16'UL.7RAC0 TYPE TYPE TYPE I/F. 1/4' / WOOD /j w c PSF INCH 1/4'TEKS PSP INCH TYPE E A2/D2/E2 Al/BI/DI/ PLATE CONT. E0. CEO. � N n/B/C/P G FI Cl/Fl 1F.KS % � m e RN 60 17.0 12.0 60 9.0 9.0 9.0 9.0 9.0 9.0 u 78 17.0 12.0 78 9.0 9.0 9.0 9.0 9.0 9.0 a 96 #1 DX2"41 D-HT 17.0 12.0 96 9.0 9.0 9.0 1 9.0 9.0 9.0 a 114 17.0 12.0 114 9.0 9.0 9.0 7.6 9.0 9.0 S.S S.M.S.TYP. e 25 120 17.0 12.0 25 120 9.0 9.0 9.0 7.2 9.0 9.0 ! ii TOP&BOTTOM 15o 17.0 12.D 150 9.0 9.0 9.0 5.8 9.D 7.8 WHEEL CARRIAGE 168 17.0 12.0 166 9.0 9.0 9.0 5.2 8.9 6.9 e ISO 17.0 12.0 180 9.0 9.0 9.0 4.8 8.4 6.5 NiD A. 60 17.0 12.0 60 9.0 9.0 9.0 9.0 9.0 9.0 #104"41 D-HT S.S 10 T U 78 17.0 12.0 78 9.0 9.0 9.0 6.9 9.0 9.0 S.M.S.W/7/16"Ox'5/8" 96 17.0 12.0 96 9.0 1 9.0 9.0 5.6 9 0 7.6 MEDIUM&HAT NYLON 40 114 17.0 12.0 40 114 9.0 9.0 9.0 4.7 8.2 6.4 BUSHING(TOP ONLY) N a o 120 17.0 12.0 120 9.0 9.0 9.0 4.b 7.8 s.] a 150 17.0 12.0 150 9.0 8.0 9.0 3.6 6.3 4,8 5 �. W N B 162 17.0 12.0 162 9'0 7.4 9.0 3.3 5.8 4.5 0 w W Z ni $ 60 17.0 12.0 60 9.0 9.0 9.0 7.2 9.0 9.0 F 7 ON a 78 17.0 12.0 78 9.0 9.0 9 0 5.5 9.0 7.5 2 Zm i 96 17.0 2 0 96 9.0 9.0 9.0 4.5 7 B 6.1 �Z MIN.SEPARATION SEE y = ao d 50 1] 1 0 12 0 50 14 .0 910 .8 6.6 5.1 LLI CHART G ON SHEET 6 W Zvi e�3 132 17.0 12.0 132 9.0 73 .0 3.3 57 4.4 Vl7 '�9+ 153 17.0 10.5 153 8.5 6.3 9.0 - 4.9 3.8 U 60 IT 0 12,0 0 9.0 9.0 9.0 6 D 9. 811 78 17.0 12.0 78 9.0 9.0 9.0 4,6 8.0 6.2 $ 60 96 7.0 2.0 60 96 9.0 8.3 9.0 3.8 6.5 5.0 120 7.0 11.1 120 9.0 6.7 9.0 3.0 5.2 4.0 144 17.0 9.4 144 7.5 5.6 8.9 - 4.3 3.4 60 17.0 12,0 O .0 9.0 9.0 9,2 A 9 6.9 1"OR 2" 78 17.0 12,0 -8 9.0 R.8 9.0 4,0 6.9 5.3 • N 70 96 17.0 11.9 70 96 9.0 7.1 9.0 3.2 8.6 4.3 p m 11 17.0 10.1 114 8.1 6.0 9.0 - 4,7 3.6 W N; /�/ o ° m 135 16.1 8.6 135 6.9 5.1 8.2 - 4.0 3.1 a Z p SUBSTRATE. I O gg 60 17.0 12.0 60 9.0 9.0 9.0 4.5 7.8 6.1 1L s W / 78 17.D 12.0 78 9.0 7.7 9.0 3.5 6.0 4.7 W C7 Z Q •�` 80 96 17.0 1 o.5 B0 98 8.5 6.2 9.0 - 4.9 3.8 N W / in 2 120 15.9 8.5 120 6.8 5.0 8.0 - 3.9 3.0 p 0 O1 u9 r� It EL so 17.0 12.0 so 9.0 8,9 9.0 4.0 7,0 5.4 o #10x3"410-HT S.5 TYPICAL ANCHOR `'t O ��r 78 17.0 11.4 78 9.0 6.8 9.0 3.1 5.4 4.1 / o L, NG NYLON I BUS 7/G U U 90 Do SEE CHART ON, LONG NYLON BUSHING r, 96 17.0 9.4 96 7.5 516 8.9 - 4,3 3.4 LEFT 108 15.7 8.4 108 6.7 4.9 7.9 - 3.9 3.0 j (BOTTOM ONLY) m L) 60 17.0 12.0 fio 9.0 6 0 9.0 3.6 6.3 4.8 N Z 72 17.0 l 1.1 72 9.0 6.7 9.0 3.0 5.2 4.0 G 1l4"ID x 3l4"TEK 41 100 84 17.0 9.6 LOo 84 7.7 5.7 9.0 ! - 4.5 3.5 2XV118"OR 2x2K1/8" SCREW SEE CHART 1 O B WW 96 1 15.8 8.5 es 6.8 5.0 1 8.0 3.9 3.0 ALUMINUM TUBE CONT. FOR SPACING O 48 1 17.0 12.0 48 9.0 8.3 9.0 3.8 6.5 5.0 71 60 17.0 11.1 so 9.0 6.7 9.0 3.0 5.2 4.0 to120 72 17.0 9.4 120 72 7.5 5.6 8.9 4.3 3.4 V` 81 15.7 8.4 81 6.7 4.9 7.9 - 3.9 3.0 •;uu��� 48 17.0 11.9 48 9.0 7.1 9.0 3.2 5.6 4.3 �V �" �C ij�� FL#17552 6 1 . 9.6 fio 7.7 5.7 9.0 - 4.5 3.5 ���a r�s >ayyoN i4 140 666 ]6.4 8.8 140 66 7.0 S.2 8.3 - 4.1 3.1 ����4.•• ®559 •t.#� nAiE w-ee-ia �C.A♦1 7 gC,UB AB Pdh9 72 15.1 8.1 72 6.5 4.8 7.7 - 3.7 - D 48 17.0 10.5 48 8.5 6.2 9.0 4.9 3.8 NO_ m vi 160 60 15.8 8.5 160 60 6.8 5.0 8.0 - 3.9 3.0 66 14.4 7.6 66 6,2 4.5 7.3 - 3.6 - .�F •W I80 48 ]T,0 9.4 180 96 7.5 5.6 8.9 - 4.3 3.4 " 60 14.1 7.6 60 6.0 4.4 7.1 - 3.5 - ��i� •F��CLAr,.•aO�� AD15-11 48 15.8 200 57 13.4 7.2 200 57 5.7 4.2 6.8 - 3.3 3.0 ,,��Ij�SSIONP; �% 14 OF 1B e ruary t DESIGN LOAD VS SPAN AND ANCHOR SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL 11T (TOP) DFTAII. IIH (ROTTOH MAX. CONCRETE CONCRETE �' z FMX. MOOD CONCRETE CG'VCRGTL•CONCRETE DESIGN SHUTTER DES1G SHUTTER BLOCK BLOCK R SPAN N SPAN ANCHOR ANCHOR. ANCHOR ANCHOR ANCHOR 6A 6'DIA."ELCO°ULTRACON LOAD' ANCHOR SPACING (in.) LOAD SPACING SPACING SPACING SPACING SPACING INTO W D / ,/ ,. ., / k1Dx3'410-HT S.S S.M.S.W/ (it]. (in.) (in.) (in. 0n. / / / / / 7116'O x SM"MEDIUM&HAT o� TYPE // /' / NYLON BUSHING(TOP ONLY) PSP INCH 5/16-ULTRACON PSP INCH TYPE AB TYPE C/P TYPE D/P.AIBI DI TYPE RI / �/ / / // � / NOTE:WHEELS AND BUSHING EEO. .EQ, / / ALTERNATE LOCATIONS WITHIN o 60 24.0 60 12.0 12.0 12.0 12.0 12.0 -// / / - / j/ // // THE TRACK.(EVERY OTHER ONE). 78 24.0 78 12.0 12.0 12.0 12.0 12.0 z 96 21.0 96 12.0 12.0 12.0 12.0 12.0 0104"41D•HT 25 114 23.9 25 114 12.0 12.0 12,0 12.0 12.0 1A S.S S.M.S.TYP. 132 20.6 132 12.0 12.0 12.0 12.0 12.0 TOP&BOTTOM V a 150 18.2 150 12.0 12.0 12.0 12.0 11.8 168 16.2 168 12.0 12.0 12.0 32.0 10.5 ,r,m WHEEL RRIAGE o ® c 0 .] 180 12.0 12.0 12.0 11. O ox� 6 24 60 24,0 BD 12.0 12.0 12.0 12.00 12.2.0 11 T w N 78 22.2 78 12,0 12.0 12.0 12.0 12.0 vim 96 18.0 96 12.0 12.0 12.0 12.0 11.5 Z om 40 114 15.2 40 114 12.0 12.0 I2.0 11.4 9.7 y �� 132 13.1 132 12.0 12.0 12.0 9.H 8.3 g (� 150 11.5 150 12.0 12.0 12.0 8.7 7.3 Z J .162 I. 162 1 12.0 12.0 11.3 6.0 6.8 i q a N a 60 23.2 60 12.0 12.0 12.0 12.0 12.0 z lL z E 78 17.9 78 12.0 12.0 72.0 12.0 11.3 Z U y eo 96 14.5 96 12.0 12.0 12.0 10,8 9.2 7 0 c 50 114 12.2 50 114 12.0 12.0 12.0 9.1 7.7 m Z z .� 132 1 10.6 132 12.0 12.0 11.1 7.9 6.7 lL�J a s E )53 9.1 153 11.1 12.0 9.6 6.8 5.8 }0 60 19.4 60 12.0- 12.0 12.0 12.0 12.0 11 N.SEPARATION SI E V [GGi 76 14.9 78 12.0 12.0 12.0 12.0 12,0 HART ON SHEEI 6 60 96 12.1 60 96 12.0 12.0 12.0 12.0 12.0 0 120 9.7 120 12.0 12.0 12.0 11.3 10.4 m 144 8.1 144 12.0 12.0 12.0 9.4 8.7 60 16.7 60 12.0 12.0 12.0 12.0 12.0 78 12.8 78 12.0 12.0 12.0 12.0 12.0 70 96 10.4 70 96 12.0 12.0 12.0 12.0 11.2 3/16"0 RIVETS OR 114 8.8 114 12.0 12.0 12.0 10.2 9.4 91DTEKS@1 C. 17 b 135 7.4 135 12.0 12.0 12,0 8.6 KO Iy 60 14.6 60 12.0 12.0 12.0 12.0 12.0 16 Z m 80 78 11.3 60 78 12.0 12.0 12.0 12.0 12.0 ? wa O 96 9 1 96 12.0 12.0 12.0 10.6 9.8 �? J 120 7.3 120 12.0 12.0 12.0 8.5 7.8 U o p <� 60 13.0 60 )2.0 12.0 12.0 12.0 12.0 CONCRETE 3/16'0 RIVETS OR O 90 78 10.0 90 78 12.0 12.0 12.0 11.6 10.7 v 310 7EKS.0 RI ETS O.C. 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