Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Florida Building Code Online Page 1 of 2 Y.,:l\�^�`.%II.� _ -il.�••L.:I�yY.� i.:(yt���_ �•��tii - l.S�••�� _ -•�l1`• - j,�:.� - :Jt!.lP'•�. �:rw= .:% �'P �i-.9...{.'yry:V0'A_ Y�.:• _ 4�7 _ i.ii�;.... •-tu./ti'ci�-0t 1)... �". � _•r" - .:�:. ..3+a.if1.;:�'!.=•..cfn .•.J.t* _ _ oi� �y Lh.e•.�.�.:..r ,.r't t.•�.� _Rim-•F-.�.'l �! t-x. L�L• ��r ��t^ T:�:'J;• 1:!•}':s.� ~i::.5:1 rti.�. - ,r. .r,.•y.a�� �Y-�"� .ate'=�* - Jr:t :�.:�• F.:r y� ` '-'�•�7v•S:�vuy��:t�(iii;•!.Clca'�•.'_ .•^i.^� µt_. •.ir': L�^:,!(y'J,...•;'s,;•! :..•;�'�/=lfL' _ - rte Y•� �}� ..1j;' �.of i?° ;.ru'g- -.�ger'=�:f:�,;•.:�}. :).��-.� '+.c'ry.:=:;:F v:_rte�c��.Yrt.'�= .71i� %.f °, is J•T.•:fr�?i� tuh i•. .... :\.+f "_•,? •tri �r':^�r`:i::: ��:i:.^.w:::�/�.�o (r'':1�. q Y:a h' S7•/!,�' �;{•b''• °t/+ 'S `,� v: rte.: .'`��I;ili::� i �tx• t X f l;'�n_�C i *�^.,i'y •: 11 (! F!j�o '.�.•.•'�zJ '"'t••3-::::��_:•: dei ri C"•�__:.'-'r:'::^�1?r t. �.1.'.•i y' :1:. L,�.)� ;\mit'• _�- y�f ��- .i%1�4�ri•� �'- ��-.. ......�i��i •;h.. .:r`:ii',•':i'r�.L:�'`v.==v. sr•s•%i%:is''.�Cf+iy - :l iv:i:: ..t.. :s� ;:i^ -••--i•—'• -- -^rn. •:_� _- ...�... •..9-ptef:'. •net.- su•%iY�ri'-•7 r� _ -J.n t iw, .�•.'.�e-. M.+1 LR rr -i'.iR 7Jir'i�:g. - '•� d-!L]f 'r'��--.'tL..SaG:�'lc.�t::�l��t.1.1(�Llitii�it-i1.»`�l''•+J Florida Department SCIS Home I Lag In I.User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I F8C Staff I SCIS Site Map I Links I Search Busines/ Product nUser RegulationIRM E Pin,'WTM 10 Product Approval Menu>Product or Application Search>Application Ust>Application Detail ROMEl2t�'S:�telsr'sy• t� FFL17634 L's `'r"""" Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Global Protection Products,LLC. Address/Phone/Emall 4800 SW 51st Street#100 Davie, Fl-33314 (954)689-7545 tim.robinson@gppent.com Authorized Signature Ylping Wang yiping@mcyengineering.com Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51st Street Davie, FL 33314-5537 (954)689-7545 tim.robinson@gppent.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Yiping Wang developed the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 01/03/2023 Validated By Sifu Zhou,P.E. C Validation Checklist-Hardcopy Received Certificate of Independence FL17634 RO COI Certificate of Independence-GSS-1 SS.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Florida Building Code Online Page 2 o£2 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/21/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 17634.1 GSS-1 Genesis Accordion Shutter System-LMI Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17634 RO II ADIS-35 04.20.15 SS.odf 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 FL17634 RO AE Evaluation Report-AD15-35 SS.Ddf ANCHOR TYPE VS. DESIGN LOADS,REFER TO Created by Independent Third Party:Yes INSTALLATION DRAWINGS Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850.487-1824 The State or Florida Is an AA/EEO employer.Copyright 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 mall to this entity.Instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395. .Pursuant to Section 455.275(1),Florida Statutes,erfective 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 maybe 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 avallable to the public. To determine If you area licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: o EFOR FW, securiteaisrlticr GENERAL NOTES: TYPICAL ANCHORS:(SEE CHARTS FOR ANCHOR SPACING) 1.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE CI-3/4" IA.TAPCON BY ITW SUILDEX (Fu=120 KSI,Fy=92 KSI) 2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ONCRETE fc'=3000 PSI 2.ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 KSI UNLESS IT IS SPECIFIED. MIN.EMBEDMIN.EDGE DISTANCE 3.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE ONCRETE BLOCK TYPE A2. INTO WOODBEYOND WALL DRESSING OR STUCCO. IN.EMBED 1-1/2"MIN.EMBED4.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE•NOT PART OF THIS APPROVAL. MIN.EDGE DISTANCE 2-1/2"MIN.EDGE DISTANCE TYPE B. 1/4120 CALK-IN BY'POWERS'FASTENERS 5.WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE,G=0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO INTO CONCRETE fd=3000 PSI THE STRUCTURE. 7/8"MIN.EMBED 6.ALL ALUMINUM BLIND RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 3"MIN.EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 7.BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksl MINIMUM YIELD STRENGTH. 7/8"MIN.EMBED 3"MIN.EDGE DISTANCE 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TYPE C. 1/4"CRETE-FLEX,984 MASONRY ANCHOR BY"ELCO" WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. INTO CONCRETE fB=3000 PSI 13/4"MIN.EMBED 9.A PERMANENT SHUTTER MANUFACTURER'S LABEL SHOULD BE PLACED ON THE EXPOSED SURFACE OF THE 21/2"MIN.EDGE DISTANCE CENTERMATE BLADE(COMPONENT 10)UNDER LOCK.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. TYPE C1. INTO CONCRETE BLOCK LABEL SHALL READ AS FOLLOWS: _ 1 1/4"MIN.EMBED 21/2"MIN.EDGE DISTANCE GLOBAL PROTECTION PRODUCTS,LLC. TYPE D. 114"DIA.ULTRACON BY ELCO Fu=i77 KSI,F -155 KSI 4800 SW 51ST STREET,#i 00,DAVIE,FL 33314 ( y- ) MISSILE LEVEL D-ASTM E1886,E1996&E330 INTO CONCRETE fd=3000 PSI TAS-201,TAS-202,AND TAS-203. 1-3/4"MIN.EMBED03. ' 2-1/2"MIN.EDGE DISTANCE 10.(a)THIS PRODUCT APPROVAL DOCUMENT(P.A.D.)PREPARED BY THIS ENGINEER IS GENERIC. TYPE Di. INTO CONCRETE BLOCK TYPE D2. INTO WOOD (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OFTHIS 1-1/4"MIN.EMBED 1-1/2"MIN.EMBED 2-112°MIN.EDGE DISTANCE 2-1/2"MIN.EDGE DISTANCE PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. TYPE E. 1/4"DIA.TAPPER+BY"POWERS" INTO CONCRETE fd=3000 PSI (c)THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 1-39'MIN.EMBED 2-112"MIN.EDGE DISTANCE (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE TYPE E1. INTO CONCRETE BLOCK TYPE E2. INTO WOOD P.A.D.ENGINEER OF RECORD,ACTING AS DELEGATED ENGINEER TO THE P.A.D.ENGINEER,SHALL SUBMIT TO THIS LATTER THE 1-1/4"MIN.EMBED 1-1/2"MIN.EMBED uwrAnonsGPusE SITE SPECIFIC DRAWINGS FOR REVIEW. 2"MIN.EDGE DISTANCE 2"MIN.EDGE DISTANCE A-nUSPROOUCTLVALUATIONOOWUENT (P.E.O.)PREPAREO SY THIS ENGINEER IS GENERICARO COESNOTPROVIOE e THIS P.A.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT TYPE F. 1/4"-20"ALL POINTS"SOLID-SET ANCHORS IRFOR CT.1ANG ERETHE PECIFlC PROAEL'T:L".TiMTEFH LATH INTO CONCRETE(c'=3000 PSI cGltom°xsGEYUTEFRGLnxEP.Ea. PREPARED IT. 7/8"MIN.EMBED B•WIAFRACFOR70 BEHESPONSIBLEWR 3"MIN.EDGE DISTANCE THESV CRON.PPURCH OOC TASE0 c�0 II.HEAD&SILL MAY BE INTERCHANGED WHERE NOTED IN MOUNTING SECTIONS TO FIT FIELD CONDITIONS. OHTHISPROOGCTEYALUAnOHPAO IDED E0 TYPE F1. INTO CONCRETE BLOCK HFBREOGESHOTOEWTEFROMTHE CONOITIUNSOEFAILEOONTHIS 12.WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY,FIELD VERIFY THAT FASTENERS ARE 7/89 MIN.EMBED DOCUMENT. INTO ADEQUATE WOOD FRAMING MENBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 3"MIN.EDGE DISTANCE C-THISPROOUCT&VALUATIONOOCUMENT VALLRE CONS IOEREO INVAUNFALTEREO PIECES. TYPE G 1/4"DIA.LAG SCREWS (Fy=60 KSI) oyNaMF�NS. INTO WOOD STRUCTURAL D•anESPEOFlCPAOlE0S5NALLEE 13.ULTIMATE LOAD OBTAINED FROM ASCE 7-10,MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUALTO MAX.DESIGN LOAD IN THIS PAEPAREOBYAFLORIOAREGMTEREO HMLL DOCUMENT.THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. . RECOUEROAARCNNEOTYAECORD 1-1/2"MIN.THREADED EMBED EEGENEROR R CHItE OFRECORO NOTES 1-1/2"MIN.'EDGE DISTANCE EOEREMO SVLEFORTREPROPERUSMAMI EOF THEPXA WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2"AND LESS THAN TYPE H. 5/16"DIA.ULTRACON BY ELCO (Fu=177 KSI,Fy=155 KSI) E-WSPAM SHALLBEARTNEDATEANO ORIG X5FµAAII��O,,S5 gqNA�lUAEOFiHE MIN.EDGE DISTANCE SPECIFIED ABOVE,THE ANCHOR SPACE IN INTO WOOD STRUCTURE PROF EPtULENOS�BERgg NECORO ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING 1-112"MIN.EMBED 96 REDUCTION FACTOR: 1-5/8"MIN.EDGE DISTANCE ANCHOR TYPE A,&A1:REDUCTION FACTOR=0.80 ®oo oACAI ''A EGp,I�STRAtIQtJ c D ANCHOR TYPE B&Bi:REDUCTION FACTOR=0.67 d a C E577 ° s ANCHOR TYPE C&C1: REDUCTION FACTOR=0.60 ANCHOR TYPE E: REDUCTION FACTOR=0.80 0 g c ° ANCHOR TYPE F: REDUCTION FACTOR=0.67 " f PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ° 0� " ANCHOR SPACE EQUAL OR GREATER THAN W. Amo ° $� o �' REDUCTION FACTOR MULTIPLY DESIGN LOAD ON SHEET 5 THRU SHEET 16, O HAS TO BE GREATER THAN PROJECT DESIGN LOAD. S�+Q�'P,0�0000� April 20th,2015 2.420" 3.421" 1.840" 1.375" 3.000" 0.095" pp 1.841" _ 1.606" 0 o clo. 5" � o.'ct "r N pO in p N S C ? m N p W In N N o .< c or �? �? r 0.050" N in �' c 0.050".. '- `° ;n OPTIONAL OPTIONAL NFC100-01 6053-T6 --`�' OPTIONAL �NFC100-04 6063-T6 � 6063-T6 1 NFC100.02 6063-T6` NFC100-03 6063-T6 ", ((�NFC100-05STANDARD CEILING TRACK 2 STANDARD ADJ.TOP SILL TANDARD ADJ.BOT.SILL STANDARD WALL TRACK STANDARD 1"&2"BUILD OUT �z,� - ---) 2.455" 0.610" _ to 1.168" 1.875" N p 0 .062c c =;� 4.29 o0.0500 m 0.060" c0 1.529" IN 4.8 12" •700 0.211" 2.956" 3526 - -..,�� OPTIONAL NFC100-06 6063-T6 NFC700.07 8063 T6 n NFC100-08 8063 T6 �NFC100.09 8063 T6 CF 6 180"STARTER 7 Fy=s"'-, Fuf%. 6,., TRENCH TRACK ALK OVER TRA" ,,�O NFCIO1-10 6161 T6 STANDARD TRACK(S.T.) STANDARD TRACK(S T.) 'V C OPTION i ENTER TE 2.488" CLU: 1.908" 1.375" l 0.138" 1.000" o ^ 1.908" - - 1"xi"Alum.Angle 6063-T6 0 0 11 STANDARD TRACK(S.T.) N .N- o L �co J c Lf 3"To5OPTIONAL O ii 7 o to , r oco OPTIONALLo - '1 l0 5' 9 NFC100-12 6005-T5 0 2"x 1/8"THK.Alum.Angle NFC100-11 6005 T5 0.125" o Y�"y 1'x1/16"THK�Al um.Angle 12 15 6063-T6 HEAVY DUTY CEILING TRACK HEAVY DUTY WALL TRACK I I o co 13 6063-T6 0 0 0.51 " 2.081" 0,287"0.613" g N 2.091" 2.095" o`�� 0.250", 0.0600 2.000" .. m c tq 0.42 cn r 0.065" o v o N m a ° /1ALUMINUMTUBE L„�li�(aaa 0o m 0.080" { �? o o c i 6063 T6 ��ap o '- _ o 6.709" 1.000" iX2X116";2X2X118'; I o 2.650" p 2.594" 1.706" 2.273" 2X3X1/8";2X5X1/B";meqjA RE AYEgN OB11 •! 2=114";2=118"0 e V PE�§§�3 u 4.190" u �OC.ra 28677 o s a n ° 17 NFC100-13 6063-T6 18 NFC100-14 6063-T6 �T-11963/6063 Ts 116063-T6 0 HEAVY DUN ADJ.TOP SILL HEAVY DUTY ADJ,BOT.SILL �J UNOPTION 2 TER MATE "' UNOI PTION CENTER MATE f �� °w om c FL(/O°R°a �000 April 20th,2015 WITH UNIMATE CENTER MATES 0.876' 0.875'.' 0.876' 0 ZD O 0 m CD C, q 0.376'.. 0.3 0 q C11 �u, of 1.320" df 1 KlIf", CR 01318" ca 0.250 a �0.875" 29 ALUM.LOCKING PIN LO.�87V,l ,�� PUSH LOCK EGRESS PUSH LOCK PUSH LOCK W/HANDLE WITH UNI-BOX CENTER MATES 0.8101, 0, as 10 E. BooA TURN LOCK EGRESS TURN LOCK PE 3 01 @_EGRESSTURN K IT LOC OPTO .28677 OPTION I WI30 TH HANDLE OPTION 2 WITHOUT HANDLE #10 SCREW STIST (Fu-184 KSI,Fy=169 KSI) to 0 ALL LOCKS MADE BY ALL POINTS 0 0 .N\'!.qq April 20th,2015 ALLOWABLE DESIGN LOAD MAX.SHUTTER TYPICAL ANCHOR$ :��SPAN(L) EXISTING WINDOW GLASS @ 24"O.C.TYP. �POSITIVE NEGATIVE to SF PSF I N =P0 [ - z<- <=52 150 200 SUBSTRATE M ruk 60 150 200 1 1 �lj 66 1[134 178 6 Z15I w 13 72 122 158 \X, 20 104 g C Rt22) # 78 113 142 niq n 10 TEK SCREW @ 24-O.C.TYP. 84 106 128 CENTER MATE OPTION 1 90 116 [@@(3@ ORg 96 105 102 97 SECTION W STARTER AT ENDS 108 90 90 114 85 83 25 CENTER MATE OPTION 3 9 9 0 0 120 81 78 CENTER MATE OPTION 2 6 2 6 126 V76 73 �25 71 68 THRU 32. 71 138 65 64 29 0 144 60 60 150 53 55 ---SEENOTES2 156 46 50 162 65 64 40 45 W 168 33 38 3: 174 28 32 U) —I Eil 25 25 w w A _j INSTRUCTION: z n. z 'r N 2 i2 STEP I DETERMINE DESIGN WIND LOAD Z 15' REQUIREMENT BASED ON APPLICABLE w < 05� D- p ^ 19 20 ASCE 7 STANDARD. C/) 'o C) CD +1 STEP 2 CHECK SHUTTER CAPACITY FOR A U) Lo GIVEN SHUTTER SPAN USING CHARTS ON I +1 fl27 28 !ik s - IV,,N SHEET 4.MAX.DESIGN LOAD FROM CHART k WA LU Ieo J�gq\'# E•""9.0 HAS To BE EQUAL OR GREATER THAN NOTES: J, A RE PA? N il 1) LOCK SHALL BE LOCATED WITHIN 18"OF MID-SPAN; PE0893 DESIGN WIND LOAD FROM STEP 1. CA 28677 THRU p , 2) FOR SHUTTER SPAN�12 FT USE(2)LOCKS AT 1/3 SPAN; a 0 STEP 3 USING CHARTS ON SHEET 6 THRU v 3) LOCK22 AND GLISED FOR STANDARD TRACK ONLY. 2 SHEET 15 SELECT ANCHOR TYPE AND 4) LOCK 14 USED FOR SHUTTER SPAN LESS THAN 85"ONLY. Of 5) LOCK 22 MUST BE USED WHEN LOCK,9@OR(&ARE USED 3% SPACING BASED ON DESIGN LOAD AND TYPICAL ELEVATION SHUTTER SPAN FOR THE ANCHOR DETAIL ON SHUTTER SPANS GREATER THAN 144'. 0 STANDARD TRACK 6) LOCK PIN 29 WITH 26 OPTIONAL EXCEPT ON USED. SHUTTER SPAN GRE ATER THAN 144". April 20th,2015 . 1 ` THRu Y> 21 y 9P 12 } (2"x 3"x 1/8"THKALUM. TUBE) . l w T I f J Q W 8" X U (n EDG DST. (7)ANCHOR PEA OR TYPE w z .i�rI co 9 O o ixa� 1 U1 �' I }u O O Z L11 CD 1 iv Q 4M ANGLE B-LOfii 'y O O O O @ EACH EN w O O 8 r— Z) / U CHARTT G> ARE mj DESIGN LOAD FOR INTERMEDIATE �8" ALUMINUM TUBE —T.UBESIZE SHUMR TUBE 'LUBE TYPE SEECHARTT WIpTH(IN.) 2"x5"xt/e" 2"x6"x11S" 2•x5"xl/4" ELEVATION OPTION 2 92.76 — 65 PSF 70 PSF 84 S2 PSF 70 PSF 70 PSF z 77 60 PSF 70 PSF 70 PSF SUBSTRATE U) r s w cV W cm 0? Q SUBSTRATE w EXISTING GLASS cul) A A T TYPICAL ANCHORS ' ,•. I @ 24"O.C.TYP. <•.,: a o #10 TEK SCREW AT 2A O.C.e `—(2"x5"x118"THKALUM. TUBE) `J ,���t�,•�Aaa�BeoBg 12 > 90 DEGREE SHUTTER OPTION B �a?y�$NIP— PE �°gREtgo a�°o C✓64W Q# ne i a o Rao 77 I SHUTTER WIDTHgi e MAX.92-3W p e f ° gn .° 0 g ELEVATION OPTION 1 ° °°t9oa d�dpV 6 I�'�00e0 April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DC-TAIL 1T (TOP) DETAIL 18 (BOT1'O11) ISOOD CONCRETE CONCRETE 1Y00D CONCRETE CONCRETE aIAX. CONCRETE OSCRET MAX. CONCRETE CONCRETE WHEEL CARRIAGE- DESIGN STRUCTURE BLOCK BLOCK SHUTTE � STRUCTURE BLOCK BLOCK co DESIGN SPAN DESIGN SPAN° LOAD ANCHOR ANCHOR A OR ANCHOR A\CFIOR LOAD CPfO ANCHOR t1NCHOR ANCHOR ANCHOR TYPICAL ANCHOR r' #10 x 3"410-HT S.S S.M.S. 30 SPACING SPACING .SPACL\G SPACING SPACING SPACING SPACL\G SPACING SPACING SPACING ' SEE CHART ON LEFT j; W/7/16"Plx 5/8" (in.) (in.) (in.) (in.) (in.) in.) in.) (in.) in.) (in. MEDIUM&HAT NYLON TYPE TYPE TYPE TYPE BUSHING(rOP ONLY) TYPE TYPE; TYPE TYPE �- #10x2"410-HT S.S S.M.S PSF INCFI TYPE E A2/D2/E2/Al/Bl/Dl PSF INCH TYPE E A2/D2/E2/Al/Bl/Dl ` A/B/C/F G /E1 Cl/I�1 A/U/C/I� G /E1 Cl/FI �W i 2 TYP.TOP 8 BOTTOM GD 14.0 11.0 11.0 10.8 14.0 60 14.0 Ll.0 14.0 8.7 11.0 w/Sas RAJ'E I I 30 78 14.0 14.0 14.0 8.3 14.0 78 14.0 14.0 11.0 6.7 11.7 !� 96 11.0 11.0 14.0 6.7 11.7 96 14.0 12.1 14.0 5.5 9.5 r 114 14.0 12.6 14.0 5.7 9.9 25 114 13.8 10.2 14.0 1.6 8.0 20 132 14.0 10.9 14.0 4.9 8.5 132 11.9 8.8 14.0 4.0 6.9 150 13.0 9.6 14.0 4.3 7.5 150 10.5 7.8 12.5 3.5 6.1 '1 T 168 11.G 8.5 13.7 3.8 6.7 168 9.4 6.9 11.1 3.1- 5.4 180 10.8 8.0 12.8 3.6 6.2 180 8.8 6.5 10.4 - 5.1 60 1.1.0 PLO 14.0 6.7 11.7 60 14.0 12.1 11.0 5.5 9.5 78 111.0 11.5 14.0 5.2 9.0 78 12.6 9.3 14.0 4.2 7.3 96 12.7 9.3 19.0 4.2 7.3 96 10.3 7.6 12.2 3.4 5.9 S MIN.SEPARATION SEE 40 114 10.7 7.9 12.6 3.5 6.2 40 114 8.6 6.4 10.3 - 5.0 0 CHART G BELOW 132 9.2 6.8 10.9 3.1 5.3 132 7.5 5.5 8.9 - 4.3 z zz 150 8.1 6.0 9.6 - •1.7 150 6.6 4.S 7.8 - 3.8 P 162 _ 7. 5.5 8.9 - 4.3 162 6.1 4.5 7.2 - 3.5 to co GO 14.0 11.9 1.1.0 5.1 9.4 I 60 1$.1 9.7 14.0 4.4 7.6 1 78 12.5 9.'2 14.0 4.1 7.2 78 10.1 7.5 12.0 3.4 5.8 7 50 96 10.1 7.5 12.0 3.4 5.9 f 50 8.2 J 6.1 9.7 _ 4.7 y 11• 8.5� 6.3 10.1 - 4.9 114 6. 5.1 8.2 4.0 132 7.4 5.4 8.7 - 4.3 132 6.0 4.4 7.1 - 3.5 153 6.4 4.7 7.5 - 3.7 153 1 5.2 3.8 6.1 - - - GO 13.5 10.0 14.0 4.5 7.8 60 10.9 8.1 13.0 3.6 6.3 78 1 10.4 7.7 12.3 3.5 6.0 78 8.4 6.2 10.0 - 4.9 60 96 8.11 6.2 10.0 - 4.9 60 96 6.8 5.0 8.1 - 4.0 120 6.7 5.0 8.0 - 3.9 120 5.5 4.0 6.5 - 3.2 144 5.6 4.1 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 11.1 3.1 5.4 78 8.9 6.6 10.6 5.1 78 7.2 5.3 8.6 - 4.2 l 70 9G 7.2 5.3 8.6 - 4.2 70 96 5.9 4.3 7.0 - 3.4 114 6.1 LS 7.2 - 3.5 114 l.9 3.6 5.9 - - o N 135 5.1 3.8 6.1 - - 135 1.2 3.1 4.9 - - GO 10.1 7.5 12.0 3.1 5.9 60 8.2 6.1 9.7 - 4.7 0 /sUBSTI2ATE� SO 78 7.8 5.7 9.2 _ 4.a' S0 78 6.3 •1.7 7.5 _ 3.7 0 m f`/ 96 6.3 1.7 7.5 3.7 96 5.1 3.8 6.1 w o m 2 120 5.1 3.7 6.0 - - 120 4.1 3.0 4.9 - 1. w ''/ !" \-#10x3"410-HT S.S 30 60 . 9.0 6.6 10.7 3.0 5.2 GO 7.3 5.4 8.7 - 2 / 90 78 6.9 5.1 8.2 - 4.0 90 78 5.6 4.1 6.7 _ 3_2 / S.M.S.W/7/16"Rlx 7/8" 96 5.6 4.1 6.7 3.3 96 4.6 3.4 5.4 TYPICAL ANCHOR LONG NYLON BUSHING 108 5.0 3.7 5.9 - - 106 1.1 3.0 4.8 - - SEE CHART ON LEFT (BOTTOM ONLY) 60 8.1 6.0 9.6 - 4.7 60 6.6 4.8 7.8 - 3.8 100 72 6.7 5.0 8.0 - 3.9 100 72 5.5 4.0 6.5 - 3.2 81 5.8 4.3 6.9 - 3.3 84 4.7 3.5 5.6' - - 96 5.1 3.7 6.0 - - 96 4.1 3.0 4.9 - - CHART G 18 8.4 6.2 10.0 - •1.9 48 6.8 5:0 8.1 - 4.0 120 60 6.7 5.0 8.0 - 3.9 60 5.5 4.0 6.5 - 3.2 120 MIN.GLASS SEPARATION CHART 72 5.6 4.1 G.7 - 3.3 72 •l.6 3.4 5.4 - - Sl 5.0 3.7 5.9 - - 81 •1.1 3.0 4.8 - - SHUTTER SPAN SEPARATION ���� • WAe.BBpo 48 7.2 5.3 8.6 - 4 2 48 5.9 •1.3 7.0 - 3.4 60 5.8 1.3 6.9 - 3.3 60 •L 7 3.5 5.G - - SPAN seo^ ty" a \e\°y�plt°I°KI° o* Boo 110 _ I4G _ _ 69^<SPAN599" 00 o*C°(�sR-AKI TRAT19N 0o 66 5.3 3.9 G.2 3.0 GG 1.3 3.1 5.1 24" bo e v PE p@��3 e 72 1.S 3.6 5.7 - - 72 3.9 - 4.G - - so•<sPAN<tso^ 3y" 'A C.$��Z8677 0 48 6.3 4.7 7.5 - 3.7 48 5.l 3.8 6.1 - - a ° 160 60 5.1 3.7 6.0 - - 160 GO •1.1 3.0 4.9 - _ 12o^<SPAN st44" 3 e�� o�o •y � o ' G6 4.G 3.4 5.5 - - G6 3.7 - 4.4 - - 144"<SPAN5168" 4" o 0 1 l^ 0� w 180 •1S 5.G 4.1 G.7 _ 3_3 180 18 4.G 3 d 5.•! _ _ tso<sPANsteo 4y" 60 4.5 3.3 1 GO 1 3.6 4.3 '9O •18 5.1 3.7 G.0 - - 200 •1S 4.1 3.0 4.9 - - ao �., O 4l°,`��000 200 57 4.3 3.1 5.1 - - 57 3.5 - 4.1 - - BpBB S�`1O 'Qa�ppp April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART TYPICAL #10x3"410-HT S.S DETAIL 2aT(TOP) DETAIL 2a6(BOTTOM) ANCHOR SEE. / S.M.S.W/7/16"f11X 5/8" CHART ON LEFT J MAX. SHUTTER WOOD CONCRETE CONCRETE MAX' SHUTTER WOOD CONCRETE CONCRETE +� MEDIUM&HAT NYLON DESIGN SPAN CONCRETE CONCRETE STRUCTURE BLOCK BLOCK DESIGN SPAN CONCRETE CONCRETE STRUCTURE BLOCK BLOCK J° J LOAD LOAD F N BUSHING(TOP ONLY) ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING 03 #1OX2"410-HT (In.) (in.) (in.) (in.) (in.) (in.) (in.) (tn.) Z w / 3 S.S S.M.S.TYF (PSF) (INCH) TYPEAIB! TIPEE TYPEH/G TYPE A7/B7 TYPE ClIF1 (PSF) (INCH) 7YPEAlB/ TYPEE TYPEH/G 7YPEA1/Bt TYPE CIIF1 SUB7-A TE TOP&BOTTO1 CIF IDIIE1 CIF /D7/E7 Q 60" 120 12.0 12.0 9.1 120 60' 12.0 12.0 12.0 7.6 12.0 W/, .• / I..II It n - 76" 12.0 12,0 12,0 7.0 12,0 78' 120 12.0 12.0 5.B 10.1 _LL_--WJ S6° 12.0 12.0 12.0 5.7 9.9 96' 12.0 10A 12.0 4.7 8.2 � I o • WHEEL CARRIAGE 40 114• 12.0 10.7 12.0 4.8 BA 40 114" 11.9 8.8 12.0 4.0 6.9 E 120' 12.0 10.1 12.0 4.6 7.9 120• 11.3 6.3 12.0 3.8 6.5 2 a T 132` 12.0 9.2 12.0 4.2 7.2 132' 10.3 7.6 120 3A 5.9 141• 11.7 8.6 12.0 3.9 6.8 141• 9.6 7.1 11A 3.2 5.6 60" 12.0 120 12.0 7.3 12.0 so, 12.0 12.0 12.0 6.0 10.5 / 76" 120 12.0 120 5.6 9.8 7B' 12.0 10.3 120 4.6 8.0 Ir 96" 120 10.1 12.0 4.6 7.9 96' 11.3 8.3 120 3.8 6.5 se so v1 MIN.SEPARATION SEE 114• 11.6 8.5 12.0 3.9 6.7 114' 9.5 7.0 11.3 3.2 s.s � CHART G ON SHEET 6 120` 11.0 8.1 120 3.7 6.4 120` 9.0 6.7 10.7 3.0 5.2 7 132' 10.0 7.4 115 3.3 5.8 132" 82 6.1 9.8 - 4.8 Z 60• 12.0 12.0 12.0 6.1 10.6 Go" 120 11.1 12.0 5.0 8.7 Z d 78' 12.0 10A 120 4.7 8.1 78' 11.6 8.6 12,0 3.9 6.7 � 07 60 96 11.5 8.4 120 3.8 6.6 60 96` 9.4 7.0 11.2 3.1 5.4 j( W 114` 9.6 7.1 11.4 32 5.6 114• 75 55 9A - 4.6 LLl F- 126" 8.7 6.4 IDA - 5.0 126• 7.2 5.3 8.5 - 4.2 �t- S 60° 12.0 11.6 12,0 6.2 9.1 60" 12.0 9.5 12.0 4.3 7.5 � 78" 12.0 8.9 12.0 4.0 7.0 78" 9.9 7.3 11.8 3.3 5.7 70 96" 9.8 7.2 11.6 3.3 5.7 70 96` 8.1 6.0 9.6 - 4.7 7 "2 114" 8.3 6.1 95 - 4.8 114' 6.8 5.0 8.1 3.9 118' 7.9 5.8 9.4 - 4.6 116' 6.5 4.6 7.7 - 3.8 60" 120 10.1 12.0 4.6 7.9 60" 11.3 8.3 120 3.8 6-5 78" 10.6 7.8 120 3.5 6.1 80 78' 8.7 6A 10.3 - 5.0 a 80 96" 8.6 6.3 10.2 - 5.0 96' 7.1 5.2 8.4 - 4.1 9�- 111" 7.4 5.5 8.8 - 4.3 111• 6.1 4.5 7.3 - 3S 60` 12.0 9.0 120 4.1 7.1 60` 10.1 7.4 11.9 3.3 5.8 76" 9A 65 11.1 3.1 5A SO 78' 7.7 5.7 9.2 - 4.5 90 96.1 7.6 5.6 9.1 - 4.4 96" 6.3 4.6 7.5 - 3.6 / J• -� C3 I' 105" 7.0 5.1' 8.3 - 4.0 105• 5.7 4.2 6.B - 3.3 Z •SU• S l'E� o fi0" 11.0 8.1 12.0 3.7 6A 60' 9.0 6.7 10.7 3.0 5.2 w 78" 8.5 6.2 10.0 - 4'9 100 78' 7.0 5.1 8.3 - 4.0 Q 100 S6" 6.9 5.1 82 - 4.0 96' 5.7 42 6.7 - 3.3 W / S � S9" 6.7 4.9 7.9 - 3.9 99' 5S 4.0 6.5 - 3.2 N -0X3"M.S.W//7 7 1 16S.S.�j`�- • / "G3x 7/6" 4B" 11.5 BA 120 3.8 6.6 48" 9A 7.0 11.2 3.1 5.4 J // LONG NYLON BUSHING so' 9.2 6.8 105 3.8 sa4.7 6 120 fio' 5.8 7.5 ss B5 aA TYPICAL J� (BOTTOM ONLY) 120 ,78" 7.0 5.2 8.4 - 4.1 78" .9 - 3A ANCHOR SEE..JJ 91" 6.0 4.5 72 - '3.5 91' S,0 •3.7 5.9 - - CHART ON LEFT . 48" 9.8 7.2 11.6 3.3 5.7 48' 8.1 6.0 9.6 - 4.7 60' 75 5.8 9.3 _ 4'5 140 fi0' 6.5 4.8 7.7 - 3.7 \\TTI,•ItlldddddQB 1407V' ED 3,5 78` 5.0 3.7 5.9 - - \ Vtl AAnfn-1 o f 3.4 81" 4.8 3S 5.7 Bi" 5.6 4.3 65 �P11 po 48 7.1 52 8.4 - 4.1 �O CUt ARE Y NCO 48" 8.6 6.3 10.2 - 5.0 '� 150 PEO 5.1 8.2 - 4.0 150 60" 5.7 4.2 6.7 - 3.3 b ° v>��C.�IZ 3 ' 70` 5.8 4.3 6.9 8677 0 0 0 o a o ° qq BSO®�� oo°a• , '(100 eo %9io. oeo April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL 2T (TOP) DETAIL 2B (BOTTO)I) WOODWOOD CONCRETE CONCRETE CONCRETE CONCRETE IIAX. CONCRETE CONCRETE STRUCTUR IMAX. CONCRETE CONCRETE STRUCTUR TYPICAL SHUTTER SPAN E BLOCK BLOCK DESIGN SHUTTER BLOCK BLOCK ESIGN #10X3"410-HT S.S LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD ntlCHOR E ANCHOR SEE ANCHOR ANCHOR ANCHOR ANCHOR CHART ON LE � S.M.S.W/7/16"OX 5 18" SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING �'��/� MEDIUM&HAT NYLON (in.) (in.) (in.) (in.) (in.) I (in.) (in.) in.) in.) (in.) BUSHING(TOP ONLY) TYPE TYPE TYPE TYPE H PSF INCH TYPE TYPE E A2/D2/E2 Al/BL/OI/ TYPE PSF INCH TYPE TYPE E A2/02/E2 Al/91/1)1/ TYPE m / #10X2"410-HT A/0/C/F C1/F1 A/B/C/F C1/F1 Z_ o / 3 /G El /G CI tL � � I S.S S.M.S.TYP. 60 12.0 12.0 12.0 12.0 12.0 60 12.0 12.0 12.0 12.0 12.0 CD SU STRATE TOP&BOTTOM 78 12.0 12.0 12.0 11.3 12.0 78 12.0 L2.0 12.0 9.3 12.0 �,•) 96 12.0 12.0 12.0 9.1 12.0 96 12.0 12.0 12.0 7.5 12.0 25 11.1 12.0 12.0 12.0 7.7 12.0 25 114 12.0 12.0 12.0 6.3 11.0 132 12.0 12.0 12.0 6.7 11.6 132 12.0 12.0 12.0 5.5 9.5 o LBO 12.0 L2.0 12.0 5.9 10.2 l50 - 12.0 10.7 L2.0 4.8 8.4 HEEL CARRIAGE 168 12.0 11.6 12.0 5.2 9.1 I68 12.0 9.5 12.0 4.3 7.5 150 12.0 10.8 12.0 4.9 8.5 180 12.0 8.9 12.0 4.0 7.0 60 12.0 12.0 12.0 9.1 12.0 60 12.0 12.0 12.0 7.5 12.0 78 12.0 12.0 12.0 7.0 12.0 78 12.0 12.0 12.0 5.8 10.1 8.2 96 12.0 12.0 12.0 5.7 9.9 96 12.0 10.4 12.0 4.7 8.2 40 114 12.0 10.7 12.0 4.8 1 8.4 40 114 11.9 8.8 12.0 4.0 6.9 132 12.0 9.2 12.0 4.2 7.2 132 to.3 7.6 12.0 3.4 5.9 150 11.0 8.1 12.0 3.7 6.4 150 9.0 6.7 10.7 3.0 5.2 0 MIN,SEPARATION SEE Z CHART G ON SHEET 6 162 10.2 7.5 12.0 3.4 5.9 162 8.4 6.2 9.9 - 4.8 7 60 12.0 12.0 12.0 7.3 12.0 60 12.0 12.0 12.0 6.0 10.5F z 78 12.0 12.0 12.0 5.6 9.8 78 12.0 10.3 12.0 4.6 8.0 X 96 12.0 10.1 12.0 4.6 7.9 96 11.3 8.3 12.0 3.8 6.5 u) 0- 114 -11-6 8.5 12.0 3.9 6.7 so 114 9.5 7.0 11.3 3.2 5.5 Ix 5U L32 10.0 7.4 1 11.9 3.3 5.8 132 8.2 6.L 9.8 - 4.8 W 153 8.6 6.4 10.2 - 5.0 L53 7.1 5.2 8.4 - 4.1 j 60 L2.0 12.0 12.0 6.1 10.6 60 12.0 11.1 12.0 5.0 8.7 = 78 12.0 10.4 12.0 4.7 8.1 78 11.6 8.6 12.0 3.9 6.7 60 96 1L.5 8.4 12.0 3.8 6.6 60 96 9.1 7.0 L1.2 3.1 5.4 I 120 9.2 6.8 10.9 3.0 5.3 120 7.5 5.6 8.9 - 4.4 I g 144 7.6 5.6 9.1 - 4.4 144 6.3 4.6 7.5 - 3.6 7 60 12.0 11.6 12.0 5.2 9.1 60 12.0 9.5 12.0 4.3 7.5 7S 12.0 8.9 12.0 4.0 7.0 78 9.9 7.3 11.8 3.3 5.7 Q 70 96 9.8 7.2 11.6 3.3 5.7 70 96 8.1 6.0 9.6 - 4.7 114 8.3 6.1 9.8 - 4.8 1L4 6.8 5.0 8.1 - 3.9 135 7.0 5.1 8.3 - 4.0 135 5.7 4.2 6.8 - 3.3 60 12.0 10.1 12.0 4.6 7.9 60 11.3 8.3 12.0 3.8 6.5 80 78 10.6 7.8 12.0 3.5 6.1 80 78 8.7 6.4 10.3 - 5.0 96 8.6 6.3 10.2 - 5.0 96 7.1 5.2 8.4 - 4.1 3 120 6.9 5.1 8.2 - 4.0 l20 a-.7 4.2 6.7 - 3.3 - / o r 60 12.0 9.0 12.0 4.1 7.1 t78 10.1 7.4 11.9 3.3 5.8 [�� y o UBS•RATE 90 78 9.4 6.9 ll.l 3.1 5.4 907.7 5.7 9.2 - 4.5 �/ o96 7.6 5.6 9.L - 4.4 6.3 4.6 7.5 - 3.61086.S 5.0 8.L - 3.9 5.6 4.1 6.6 - 3.260 11.0 8.1 12.0 3.7 6.4 9.0 6.7 10.7 3.0 5.2 - 72 9.2 6.8 10.9 3.0 5.3 7.5 5.6 8.9 - 4.4 #10X3"410-HT S.S 100 . - 4.5 1006.5 4.8 7.7 - 3.7 S.M.S.W/7/16"OX 7/8" 96 6.9 5.1 8.2 - 4.0 96 5.7 4.2 6.7 - 3.3 /! LONG NYLON BUSHING 48-- 11.5 '8.4 1.2.0 3.8. 6.6 r72E 9.4• 7.0 •11.2 .3.1 5.4 . TYPICAL` (BOTTOM ONLY), 120 s0 9.2 6.8 10.9 3.0 5.3 120 7.5 5.6 8.9 - 4.4 _ ANCHOR SEE / 72 7.6 5.6 9.1 - 4.4 6.3 4.6 75 - 3.6 CHART ON LEFT AN 081 6.S 5.0 8.1 - 3.9 5. - 3.2 qg 9.8 7.2 L L.6 3.3 5.7 48 8.1 6.0 9.6 - 4.7 ° 140 60 7.9 5.8 9.3 _ 4 5 140 66 6.5 4.8 7.7 _ 3.7 0 \Q,P° A. N Bo°o 66 7.1 5.3 8.5 4.1 66 5.9 4.3 7.0 3.4 P.E. 72 6.5 4.8 7.8 - 3.8 72 5.4 4.0 6.4 - 3.1 m®o �e V� PE j� 3 �^, ° o d8 8.6 6.3 10.2 - 5.0 48 7.1 5.2 8.4 - 4.1 a �OC.$0 38877 L s 160 60 6.9 5.1 8.2 - 4.0 160 60 5.7 4.2 6.7 1 - 3.3 ° 66 6.2 4.6 7.4 - 3.6 66 5.1 3.8 6.1 180 118 7.6 5.6 9.1 _ 4.4 180 18 6.3 4.6 7.5 _ 3.6 oa/ �� o Ili 60 6.1 4.5 7.2 3.5 60 5.0 3.7 6.0 o S� o° 48 6.9 5.1 8.2 - 4.0 200 4S 5.7 4.2 6.7 - 3.3 200 57 5.8 4.3 6.9 - 3.3 000e�S L Q°�4�i�o°o 0o S I O t�P oa0 April 20th,2015 DESIGN LOAD VS SPA\AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN AND ANC110MIN. R SPACING CIIART EDGE DIST. DETAIL 3T&3B (TOP&BOTTOM) DETAIL 13B (BOTTOM) TYPICAL ANCHOR-� CONCRETE CONCRETE CONCRETE CO\'CRETE, SEE CHART ON LEFT ' MAX. CONCRETE CONCRETE CONCRETE {MOOD MIAX. CONCRETE CONCRETE CONCRETE SHUTTER BLOCK BLOCK SHUTTER BLOCK BLOCK ESIGN DESIGN i SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPIN A:\'CHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD SPACING SPACING SPACING SPACING SPACING SPACING LOAD SPACING SPACING SPACING SPACING SPACA\G / Ef, EQ/ SUBS/TRATE (in.) (in.) (in.) (in.) (in.) (in.) (In.) (in.) TYPE , f PSF INCH TYPE A/B TYPE C/F TYPE D/E A2/D2/E2 A1/B1%D1 TYPE E1 PSF INCH TYPE A/B TYPE C/F TYPE D/E TYPE Al/B1/D1 TYPE E1 #10X2"410-HT 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 CARRIAGE- 1 9.8 S.M.S.TYP. t..l TOP&BOTTOM 78 14.0 14.0 14.0 14.0 19.0 14.0 78 9.0 9.0 9.0 9.0 9.0 - �L � ° 96 14.0 14.0 14.0 14.0 IT o 13.8 95 9.0 9.0 9.0 9.0 9.0 `- 25 114 14.0 14.0 14.0 14.0 11.9 11.6 25 114 9.0 9.0 i.-o- 8.0 8.6 #10x3"410-HT S.S o 132 14.0 14.0 14.0 12.9 10.2 10.0 132 9.0 9.0 9.0 6.9 7.4 co S.M.S.W/7/16"Ox 5/8" 150 14.0 14.0 14.0 11.3 9.0 8.8 150 9.0 9.0 9.0 6.1 6.5 < MEDIUM&HAT NYLON 168 14.0 14.0 13.0 10.1 8.1 7.9 168 9.0 9.0 9.0 5.4 5.8 V` BUSHING(TOP ONLY) 180 14.0 14.0 12.1 9.4 7.5 7.3 180 9.0 9.0 9.0 5.1 5.5 d 60 14.0 14.0 14.0 14.0 14.0 14.0 60 9.0 9.0 9.0 9.0 9.0 z 78 14.0 14.0 14.0 13.8 11.3 10.9 78 9.0 9.0 9.0 7.3 7.9 co MIN.SEPARATION SEE 96 14.0 14.0 14.0 11.2 9.2 8.9 96 9.0 9.0 9.0 5.9 6.4 X 40 114 L4.0 14.0 12.3 9.4 7.7 7.5 40 114 9.0 9.0 8.9 5.0 5.4 W CHART G ON SHEET 6 132 12.7 14.0 10.7 8.1 6.7 6.4 132 9.0 9.0 7.7 4.3 4.6 Q 150 11.2 14.0 9.4 7.2 5.9 5.7 150 8.3 9.0 6.7 3.8• 4.1 7 162 10.4 14.0 8.7 6.6 5.4 5.2 162 7.7 9.0 6.2 3.5 3.8 RR W 60 14.0 14.0 14.0 14.0 11.9 11.4 60 9.0 9.0 9.0 7.6 8.2 3T 3 V TOP & BOTTOM w 78 14.0 14.0 14.0 11.1 9.2 8.8 78 9.0 9.0 9.0 5.9 6.3 50 96 14.0 14.0 11.8 9.0 7.4 7.2 50 96 9.0 9.0 8.4 4.8 5.1 2 114 11.9 14.0 10.0 7.6 6.3 6.0 114 8.8 9.0 7.1 4.0 4.3 co 132 10.3 14.0 8.6 6.5 5.4 5.2 132 7.6 9.0 6.1 3.5 3.7 7 X 153 8.9 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 60 .9.0 9.0 9.0 6.3 6.8 #10X3"410-HT S.S 78 14.0 14.0 12.2 9.3 7.7 7.4 78 9.0 9.0 8.6 4.9 5.2 S.M.S.W/7/16"Ox 7/8" I 60 96 11.9 14.0 9.9 7.5 6.3 6.0 60 96 8.7 9.0 7.0 4.0 4.3 LONG NYLON BUSHING 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 5.0 4.2 4.0 144 5.8 7.3 4.7 - - 60 14.0 14.0 13.7 10.3 8.6 8.3 60 9.0 9.0 9.0 5.4 5.8 /16"0 RIVETS OR 78 12.6 14.0 10.5 8.0 6.7 6.4 78 9.0 9.0 7.4 4.2 4.5 @ 70 96 10.2 14.0 8.6 6.5 5.4 5.2 70 96 7.4 9.0 6.0 3.4 3.7 0 TEKS 6:'O.C. 114 8.6 11.9 7.2 5.4 4.6 4.4 114 6.3 7.9 5.1 - 3.1 - 135 7.3 10.0 6.1 4.6 3.8 3.7 135 5.3 6.7 4.3 - - W o 60 14.0 14.0 12.0 P8.1 7.6 7.3 60 9.0 9.0 8.4 4.8 5.1 c I W4 80 78 11.0 14.0 9.2 5.9 5.6 80 78 8.0 9.0 6.5 3.7 3.9 -tom b x 96 9.0 12.4 7.5 4.8 4.5 96 6.5 8.3 5.3 - 3.2 Ci 3/16"C4 RIVETS OR r< MLO 7.2 9.9 6.0 3.8 3.6 120 5.2 6.6 4.2 - - 5 EQ. EQ. Dl 60 12.8 14.0 10.7 6.8 6.5 60 9.0 9.0 7.5 4.2 4.5 #10 TEKS @ 6"O.C. 90 78 9.8 13.6 8.2 5.2 5.0 90 78 7.1 9.0 5.8 3.3 3.5 96 8.0 11.1 6.7 4.2 4.0 96 5.8 7.3 4.7 - - U 4 108 7.1 9.8 6.0 4.5 3.8 3.6 108 5.1 6.5 4.2 - - 60 11.5 14.0 9.7 7.3 6.1 5.8 K48 8.3 9.0 6.7 3.8 4.1 TYPICAL CONCRETE 100 72 9.6 13.3 8.1 6.1 5.1 4.9 1007.0 8.8 5.6 3.2 3.4 SEE CHART ONCLEOFT.J 84 8.2 11.4 6.9 5.2 4.4 4.2 6.0 7.6 4.8 - - 96 7.2 10.0 6.0 4.5 3.8 3.6 5.2 6.6 4.2 - - 48 12.0 14.0 10.1 7.6 6.4 6.1 8.7 9.0 7.0 4.0 4.3 MIN.12U 60 " 9.6 13.4 8.1' 6.1 5. 4:91207.0 8.8- ' S.6 3.'L 3:4 EDGE DIST. 72 8.0 11.1 6.7 5.1 4.3 4.1 5.8 7.3 4.7 -81 7.1 9.9 6.0 4.5 3.8 3.6 5.1 6.5 4.2 - - 48 10.3 14.0 8.7 6.5 5.5 5.2 48 7.4 9.0 6.0 3.4 3.7 ,,11i,�1�,ldeagaoa 140 60 8.3 1 L.5 6.9 5.'l 4.4 4.2 140 60 6.0 7.6 4.8 _ �\ WA Op ) fib 7.5 10.5 6.3 4.7 4.0 3.8 66 5.4 6.9 4.4 v;;:µL' 1�9°d,E am am ;Um0AaREGI5TRA7lQN �o 72 6.9 9.6 5.8 4.3 3.7 3.5 72 5.0 6.3 4.0 - - \ I.E. o 48 9.1 12.6 7.6 5.7 4.8 4.6 48 6.5 8.3 5.3 - 3.2 cm o v PE �3 ° 160 60 7.3 10.1 6.1 4.6 3.9 3.7 160 60 5.2 6.6 4.2 - - 4 g �GCAD .26677 o s, 66 6.6 9.2 5.5 4.1 3.5 3.3 66 4.7 6.0 3.8 - - m ° 48 8.7 11.2 6.8 5.1 4.3 4.1 180 48 5.8 7.3 4.7 180 60 6.5 9.0 5.4 4.1 3.5 3.3 fi0 4.6 5.9 3.7 - - OF. 48 7.3 10.1 6.1 4.6 3.9 3.7 200 200 57 6.1 8.5 5.1 3.8 3.3 3.1 57 4.4 5.6 1 3.5 LO¢ a foo ' °°Bo�SSIOI�P oeo° April 20th.2015 DESIGN LOAD YS SPAY ANn ANCHOR SPACING CHART DESIGN LOAD YS SPAY AND ANCHOR SPACING CHART DETAIL 413 (BOTT010 DETAIL 5B (B TOW MIN.SEPARATION SEE Q bLAX. CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE IIA`I CONCRETE CONCRETE CONCRETE CONCRETE CO\CRETE CHART G ON SHEET 6 7 W SHUTTER BLOCK BLOCK SHUTTER BLOCK BLOCK DESIGN DESIGN w LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR i #10X3"410-HT S.S. SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING i S.M.S. 7/16"OX-HT 7.S. j (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) I TYPE TYPE u I LONG NYLON BUSHING PSF INCH TYPE A/B TYPE C/F TYPE D/G Al/BL/DL TYPE E1 PSF INCH TYPE A/8 TYPE C/F TYPE D/E AI/Bl/Dl TYPE E1 J (BOTTOM ONLY) 60 17.0 17.0 17.0 17.0 L7.0 60 I5.0 15.0 15.0 15.0 15.0 V` 3/16"0 RIVETS t� � 78 17.0 17.0 17.0 17.0 17.0 78 15.0 15.0 15.0 15.0 15.0 Z OR#10 TEKS 4 96 17.0 17.0 17.0 17.0 17.0 96 15.0 15.0 15.0 15.0 15.0 F- @ 6"O.C. 5 0 N 25 114 17.0 17.0 17.0 16.7 14.6 25 114 15.0 15.0 15.0 15.0 15.0 t3 o 132 17.0 M O 17.0 14.5 12.6 132 15.0 15.0 15.0 15.0 13.6 W of _ 3/16"0 RIVETS OR o L50 L7.0 17.0 LT.0 12.7 L 1.l L5'0 15.0 15.0 15.0 14.4 12.0 3/16"O RIVETS o _ #10 TEKS @ 6"O.C. o X co c3 168 17.0 17.0 16.5 It.4 9.9 E68 15.0 15.0 15.0 12.8 10.7 @ 12" o w 0 160 17.0 17.0 15.4 10.6 9.3 ISO 15.0 15.0 1.5.0 12.0 10.0 u? 60 17.0 17.0 17.0 17.0 17.0 60 15.0 15.0 15.0 15.0 15.0171 < 78 17.0 17.0 17.0 15.3 13.4 78 15.0 15.0 15.0 15.0 14.4 CONCRETE 96 17.0 17.0 17.0 12.4• 10.9 96 15.0 15.0 15.0 14.0 11.7 - 40 114 17.0 17.0 15.2 10.5 --9.1 40 114 15.0 15.0 15.0 11.8 9.9 11 ^ 132 15.3 17.0 13.1 9.0 7.9 132 15.0 15.0 L4.2 10.2 8.5 150 13.5 17.0 11.6 7.9 7.0 150 14.4 15.0 12.5 9.0 7.5 TYPICAL ANCHOR SEE CHART ON LEFT 0.500" L62 l2.5' 17.0 10.7 7.9 6.4 162 13.3 L5.0 11.6 8.3 6.9 MIN. 60 17.0 17.0 17.0 15.9 13.9 60 15.0 15.0 15.0 15.0 15.0 EDGE DIST. 78 17.0 17.0 17.0 12.2 10..7 78 15.0 15.0 15.0 13.8 11.5 50 96 L6.8 17.0 14.4 9.9 8.7 50 96 15.0 15.0 15.0 L 1.2 9.4 l l4 14.2 17.0 12.2 8.4 7.3 L 14 15.0 15.0 13.1 9.4 7.9 132 12.2 17.0 10.5 7.2 6.3 132 13.1 15.0 11.3 8.2 6.8 L53 10.6 I5.5 9.1 6.2 5.5 1553 11.3 15.0 9.8 7.0 5.9- 60 .9 60 17.0 17.0 17.0 IT 0 17.0 60 15.0 15.0 15.0 14.9 12.5 78 17.0 17.0 17.0 15.2 14.6 78 15.0 15.0 15.0 11.5 9.6 I MIN.SEPARATION SEE 7 z 60 96 17.0 17.0 17.0 12.4 11.9 60 96 15.0 15.0 13.0 9.3 7.8 CHART G RA SHEET 6 co 120 L7.0 17.0 15.8 9.9 9.5 120 12.0 15.0 10.4 7.5 6.3 144 15.7 L7.0 13.1 8.3 7.9 L44 10.0 15.0 8.7 6.2 5.2 cn 60 17.0 17.0 17.0 17.0 16.3 60 15.0 15.0 15.0 12.8 10.7 � #10x2"410-HT S.S 7S 17.0 17.0 17.0 13.1 12.6 E96 15.0 15.0 13.7 9.9 8.2 S.M.S.W/7/16"f�X 5/8" _ z 70 96 IT 0 17.0 16.9 10.6 10.2 70 12.8 15.0 11.1 8.0 6.7 O, LONG NYLON BUSHING = _ X114 1'r.0 1'r.0 14.2 8.9 8.6 10.8 15.0 9.4 6.7 5.6 z (BOTTOM ONLY)� = =135 14.4 17.0 12.0 7.5 7.3 9.1 13.8 7.9 5.7 4.8 r 60 17.0 17.0 17.0 14.9 14.3 60 15.0 15.0 15.0 11.2 9.4 X 80 78 17.0 17.0 17.0 11.4 11.0 80 78 13.8 15.0 12.0 8.6 7.2 W I _ 96 17.0 17.0 14.8 9.3 8.9 96 11.2 15.0 9.8 7.0 5.9 - c) 120 14.1 17.0 11.8 7.4 7.1 120 9.0 13.6 7.8 5.6 4.7 o 60 17.0 17.0 17.0 13.2 12.7 60 15.0 155.0 13.9 10.0 8.3 0 9 78 17.0 17.0 16.2 10.2 9.8 90 78 12.3 15.0 10.7 7.7 6.4 90 96 15.7 17.0 13.1 8.3 7.9 96 10.0 15.0 8.7 6.2 5.2 108 1 14.0 17.0 11.7 7.3 7.1 108 8.9 13.4 7.7 5.5 4.6 60 1 17.0 17.0 17.0 1 11.9 11.4 60 14.4 15.0 12.5 9.0 7.5 100 72 17.0 17.0 15.8 9.9 9.5 100 72 12.0 15.0 10.4 7.5 6.3 EQ. EQ. fl 84 16.1 17.0 13.5 8.5 8.2 84 10.3 15.0 8.9 6.4 5.4 96 14.1 17.0 11.8 7.4 7.1 96 9.0 13.6 7.8 5.6 4.7 TYPICAL ANCHOR Ij 48 17.0 17.0 17.0 12.4 Ll.9 48 15.0 15.0 13.0 9.3 7.8 SEE CHART ON LEFT CONCRETE I20 60'' L7.0 .17.0 15.8 9.9 9.5 120 60 12.0 • • 15.0 10.4 7.5 • 6.3 72 15.7 17.0 L3.1 8.3 7.9 72 L0.0 L5.0 8.7 6.2 5.2 MIN. 81 14.0 17.0 11.7 7.3 7.1 81 8.9 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 60 16.1 17.0 13.5 8.5 8.2 110 60 10.3 15.0 8.9 6.4 5.4 L40 66 14.7 17.0 12.3 7.7 7.4 66 9.3 14.1 8.1 5.8 11.9 72 13.5 17.0 11.3 7.1 6.8 72 8.6 13.0 7.4 5.3 4.5 �o ty�e'�sRtQq�R�E,GISiR�A°fKaN emDom` 48 17.0 17.0 14.8 48 11.2 15.0 9.8 'r.0 5.9 0� o v PE,I�g�3 e L60 60 l4.1 17.0 11.S 7.d 7.1 160 60 9.0 13.6 7.8 5.6 4.7 ° V4DCTD 28677 0 66 12.S L7.0 L0.T 6.8 6.5 66 8.2 12.4 7.1 5.1 4.3 d a 48 15.7 17.0 13.1 8.3 7.9 180 48 10.0 15.0 8.7 6.2 5.2 {19 1S0 60 12.6 17.0 10.5 6.6 6.3 60 8.0 12.1 6.9 5.0 4.2 a ° Q� lll. 48 14.1 17.0 11.8 7.4 7.1 200 4S 9.0 13.6 7.8 5.6 4.7 200 57 11.9 L6.4 10.0 6.3 6.0 57 7.6 11.5 6.6 4.7 3.9 Q¢ iN °0°°oS S'S 10{Q B`oe000 April 20th.2015 DESIGN LOAD I'S SPAN AND ANCHOR SPACING CHART DETAIL 88 (BOTTO10 \U1X. CONCRETE CONCRETE 1400D CONCRETE CONCRETE ALUM. DESIGN SHUTTER BLOCK BLOCK 6063-T6 LOAD SPAR. ANCHOR ANCHOR ANCHOR ANCHOR ANCH011 ANCHOR SPACING SPACING SPACING SPACING SPACING SPACING j F(in.) Cin.) Cin.) Cin.) Cin.) (in.) MIN.SEPARATION SEE TYPE TYPE TYPE CHART G ON SHEET 6 PSR [NCH TYPE' E A2/D2/E2/Al/Bl/Dl/E L/r I/4"TBKS A/B/C/P G I C1/P1 60 9.0 9.0 9.0 9.0 9.0 9.0 g 78 9.0 9.0 9.0 9.0 9-0 9.0 #10x3"410•HTS.S96 9.0 9.0 9.0 9.0 9.0 9.0 0 25 114 9.0 9.0 9.0 8.3 9.0 9.0 S.M.S.W/7/16"sax 7/8" 120 9.0 9.0 9.0 7.9 9.0 9.0LONG NYLON BUSHING x (BOTTOM ONLY) 150 9.0 9.0 9.0 6.3 9.0 9.0 w 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 60 9-0 9.0 9.0 9.0 9.0 9.0 078 9.0 9.0 9.0 7.6 9.0 9.0 ♦ rn yr_ _--^ 96 9.0 9.0 9.0 6.1 9.0 9.0co 11 40 114 9.0 9.0 9.0 5.2 9.0 9.0m /SUBSTRATE EQ. EQ' 120 9.0 9.0 9.0 4.9 8.5 9.0 O 150 9.0 8.7 9.0 3.9 6.8 9.0 w 162 9.0 8.1 9.0 3.6 6.3 9.0 +°• Q(� 60 9.0 9.0 9.0 7.9 9.0 9.0 / 1/4"0 x 3/4"TEK � 78 9.0 9.0 9.0 6.0 9.0 9.0 !� TYPICAL.ANCHOR SCREW SEE CHART i"MIN. 50 1 9.0 9.0 9.0 4.9 8.5 9.0 SEE CHART ON LEFT FOR SPACING ]14 9.0 9-0 9.0 4.1 7-2 9.0 132 9.0 7.9 9.0 3.6 6.2 8.8 12 153 9.0 6.8 9.0 3.1 5.4 7.6 60 9.0 9.0 9.0 6.5 9.0 9.0 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 9.0 120 9.0 7.3 9.0 3.3 5.7 8.1 144 8.2 6.1 9.0 - 4.7 6.8 I 7 60 9.0 9.0 9.0 5.6 9.0 9.0 MIN.SEPARATION SEE 78 9.0 9.0 9.0 4.3 7.5 9.0 CHART G ON SHEET 6 I z 70 96 9.0 7.8 9.0 3.5 6.1 8.7 a 114 8.9 6.6 9.0 - 5.1 7.3 c 135 7.5 1 5.5 8.9 - 1 4.3 6.2 :cn 5I 60 9.0 1 9.0 9.0 4•.9 8.5 9.0 80 78 9.0 8.4 9.0 3.8 6.6 9.0 (9 #10x3"410-HT S.S I 96 9.0 6.8 9.0 3.1 5.3 7.6 z . M.S.W/7/16"klx 7/e" co P LONG NYLON BUSHING 120 7.4 5.4 8.8 - 4.3 6.1 92 (BOTTOM ONLY) 60 9.0 9.0 9.0 4.4 7.6 9.0 90 78 9.0 7.4 9.0 3.4 5.8 8.3 8 96 8.2 6.1 9.0 - 4.7 6.8 (OS 7.3 5.4 8.6 - 4.2 6.0 0 60 9.0 1 8.7 9.0 3.9 6.8 9.0 `1 o 100 72 9.0 7.3 9.0 3.3 5.7 8.1 <84 8.4 6.2 9.0 - 4.9 6.9 CONCRETE 96 7.4 5.4 8.8 - 4.3 6.1 48 9.0 AD •9:0 4.1 ' 7.•1 9.0 � �+ �j L20 60 9.0 7.3 9.0 3.3 5.7 8.l TYPICAL ANCHOR J "B 72 8.2 6.1 9.0 - 4.7 6.8 81 7.3 1 5.4 8.6 - 4.2 6.0 @ 16'0.0 PER .6 48 9.0 7.8 9.0 3.5 6.1 8.7 TESTED SPACING I WA 0.4", aaBBBB MIN 140 68.4 .2 9.0 - 4.9 6.9 ' EDGEDIST. �Q\� �� BBm 666 7.7 55.7 9.0 - 4.4 6.3 00•)ti '�Eft a,,IRE I.E. N o 72 7.0 5.2 8.3 - 4.1 5.8 o O PE as77 a 48 9.0 6.8 9.0 3.1 5.3 7.6 4 160 60 7.4 5.4 8.8 - 4.3 6.1 m ° 66 6.7 5.0 8.0 - 3.9 5.5 e8 i • 0� ° 180 48 8.2 6.1 9.0 - 4.7 6.8 ,( � 60 6.6 4.8 7.8 - 3.3 5.4 000B 6 48 7.4 5.4 8.8 - 4.3 6.l 6 F(04t°°a �00 200 °°•°°° d 57 6.2 4.6 7.4 - 3.6 5.1 BOB®e S�I41 o00�0 April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DESIGN LOAD VS SPAN ANI)ANCHOR SPACING CHART DETAIL 7T (TOP) DETAIL 7B (BOTTOM) �`! i2 TYPICAL ANCHOR CONCRCTE CO\GREY ALU1f. , CONCRETE CONCRETE ALUM. J 1/4"0-20x314"S.S. 1"MIN Shl%. CONCRETE CONCRETE ROOD )fAB. Co'CRETE CONCRETE IFOOD SEE CHART ON BOLTS W/NUT& SHUTTER BLOCK E BLOCK 6063-T6 SHUTTE BLOCK BLOCK 6063-T6 WASHER @ 9"O.C. DESIGN DESIGN LEFT'f LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LOAD R SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) j �� N TYPE TYPE TYPE TYPE 410x2"410-HTS.; PSF INCH TYPE TYPE E A2/D2/E2 AI/BI/DL TYPE l/4"TEKS PSF INCH TYPE TYPE E A2/D2/E2 Al/81/Dl TYPE L/4"TEIC w �I.% S.M.S.TYP.TOP A/D/C/F C1/F1 A/D/C/F C1/FI S 0 UBSTRAT.E /G /EL /G /EL w � WHEEL CARRIAGE 1 &BOTTOM 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 �• 1 �----- ° 78 9.0 9.0 9.0 9.0 9.0 9.0 78 9.0 9.0 9.0 9.0 t 9.0 9.0 #10x3"410-HT S.S 96 9.0 9.0 9.0 9.0 9.0 9.0 96 9.0 9.0 9.0 9.0 9.0 9.0 o 25 L 1=.1 9.0 9.0 9.0 9.0 9.0 9.0 25 114 9.0 9.0 9.0 7.9 9.0 9.0 S.M.S.W/7/16"0x 5/8" 120 9.0 9.0 9.0 8.9 9.0 9.0 L20 9.0 9.0 9.0 7.5 9.0 g-p MEDIUM&HAT NYLON 150 9.0 9.0 9.0 7.1 9.0 9.0 LBO 9.0 9.0 9.0 6.0 9.0 9.0 BUSHING(TOP ONLY) O 168 9.0 9.0 9.0 6.4 9.0 9.0 160 9.0 9.0 9.0 5.3 9.0 9.0 180 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 cfjg 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 0 78 9.0 9.0 9.0 8.6 9.0 9.0 78 9.0 9.0 9.0 7.2 9.0 9.0 z MIN.SEPARATION SEE 96 9.0 9.0 9.0 7.0 9.0 9.0 9G 9.0 9.0 9.0 5.8 9.0 9.0 CHART G ON SHEET 6 40 114 9.0 9.0 9.0 5.9 9.0 9.0 40 114 9.0 9.0 9.0 4.9 8.5 9.0 x 120 9.0 9.0 9.0 5.6 9.0 9.0 120 9.0 9.0 9.0 4.7 B.I. 9.0 w 150 9.0 9.0 9.0 4.5 7.7 9.0 L50 9.0 8.3 9.0 3.7 6.5 7.8 z 162 9.0 9.0 9.0 4.1 7.2 9.0 162 9.0 7.7 9.0 3.5 6.0 'r.2 60 9.0 9.0 9.0 8.9 9.0 9.0 60 9.0 9.0 9.0 7.5 9.0 9.0 78 9.0 9.0 9.0 6.9 9.0 9.0 78 9.0 9.0 9.0 5.8 9.0 9.0 50 96 9.0 9.0 9.0 5.6 9.0 9.0 50 1 9.0 9.0 9.0 4.7 8.1 9.0 7T 0 114 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 y 132 9.0 9.0 9.0 4.1 7.0 9.0 132 9.0 7.5 9.0 3.4 5.9 1 7.1 153 9.0 7.8 9.0 3.5 6.1 9.0 153 8.8 6.5 9.0 - 5.1 1 6.1 g 60 9.0 9.0 9.0 7.4 9.0 9.0 60 9.0 9.0 9.0 6.2 9.0 9.0 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 4.6 8.1 9.0 60 96 9.0 8.6 9.0 3.9 6.8 8.2 120 9.0 8.2 9.0 3.7 6.5 9.0 120 9.0 6.9 9.0 3.1 5.4 6.5 144 9.0 6.9 1 9.0 3.1 5.4 9.0 144 7.8 5.8 •9.0 - 4.5 5.4 #1 Ox2"410-HT S.S S.M.S. W/7/q6"0!x7/8"MEDIUM 60 9.0 9.0 9.0 6.4 9.0 9.0 60 9.0 9.0 9.0 5.3 9.0 9.0 NYLON BUSHING 'r8 9.0 9.0 9.0 1.9 8.5 9.0 78 9.0 9.0 9.0 4.1 7.1 8.6 (BOTTOM ONLY) 70 96 9.0 8.8 9.0 4.0 6.9 9.0 70 96 9.0 7.4 9.0 3.3 5.8 'r.0 114 9.0 7.4 9.0 3.4 5.8 9.0 114 8.5 6.2 9.0 4.9 5.9 3/16"0 RIVETS OR 7 135 8.5 6.3 9.0 - 4.9 9.0 135 7.1 5.3 8.5 - 4.1 5.0 #to TEKS @ 6"O.C. c} O 60 1 9.0 9.0 9.0 5.6 9.0 9.0 60 9.0 9.0 9.0 4.7 8.1 9.0 o C! 80 78 9.0 9.0 9.0 1.3 7.5 9.0 80 78 9.0 8.0 9.0 3.6 6.2 7.5 m m o 96 9.0 7.7 9.0 3.5 6.1 9.0 96 8.8 6.5 9.0 - S.1 6.1 F W I f- `o 120 8.4 6.2 9.0 - 4.8 9.0 I20 7.0 a'.2 8.3 - 4.1 1.9 5 / 5 E _ `+g 60 9.0 9.0 9.0 5.0 8.6 9.0 60 9.0 9.0 9.0 4.2 7.2 8.7 9O 78 9.0 8.5 9.0 3.8 6.6 9.0 78 9.0 7.L 9.0 3.2 5.6 6.7 w ,SUBSiRATE!` _ 90 0 / II"�13 9/16"0 RIVETS OR 96 9.0 6.9 9.0 3.1 5.4 9.0 96 7.8 5.8 9.0 - 4.5 5.4 -� -L� #10 TEKS @ 6"O.C. 108 8.3 6.1. 9.0 - 4.8 9.0 108 6.9 5.1 8.2 - 4.0 4.8 /+ 1/4"0 x 3/4"TEK I I 60 9.0 9.0 9.0 4.5 7.7 9.0 60 9.0 8.3 9.0 3.7 6.5 7.8 TYPICAL ANCHOR SCREW SEE CHART 72 9.0 8.2 9.0 3.7 6.5 9.0 100 72 9.0 6.9 9.0 3.1 5.h 6.5 SEE CHART ON• �� 1"MIN. !00 LEFl / FOR SPACING 7B 84 9.0 7.1 9.0 3.2 5.5 9.0 84 8.0 5.9 9.0 - 4.6 5.6 u 99 3.4 6.2 9.0 - 4.8 9.0 96 7.0 5.2 8.3 - 4.1 4.9 ±72 9.0 9.0 9.0 4.6 8.1 9.0 48 9.0 8.6 9.0 3.9 6.8 8.2 120 9.0 8.2 : 9.0 3.7 6.5' `9.0• 120 60 • 9.0 6.9 9.0.• 3.1. 5.4 6.5 9.0 6.9 9.0 3.1 5.4 9.0 72 7.8 5.8 9.0 4.5 5.4 81 8.3 6.1 9.0 - 4.8 9.0 81 6.9 --5.1 8.2 - 4.0 4.8 {8 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 ��,�°ici�eeas 140 60 9.0 7.1 9.0 3.2 a'.5 9.0 140 GO 8.0 5.9 9.0 - 4.6 5.6 `��� WA 64 66 8.7 6.4 9.0 - 5.0 9.0 66 T.3 5.4 8.7 - 4.2 5.1 72 8.0 5.9 9.0 - 4.6 9.0 72 6.7 4.9 7.9 - 3.9 4.7o00 °° 48 9.0 7.7 9.0 3.5 6.1 9.0 48 8.8 6.5 9.0 - 5.1 6.1 A RE RAT19N c 0° ;� p �§ � p¢L i 160 60 8.4 6.2 9.0 - 4.8 9.0 L60 60 7.0 5.2 8.3 - 4.1 4.9 a �QC rg-0 @86737 66 7.6 5.6 9.0 - 1 4.4 9.0 66 6.4 4.7 7.6 - 3.7 4.4Ar m e 48 9.0 6.9 9.0 3.L 5.4 9.0 180 48 7.8 5.8 9.0 - 4.5 5.4 0 g E2000 60 7.4 5.5 8.8 - -1.3 9.0 60 6.2 4.6 7.4 - 3.6 4.3 0 0 6¢ a Ltd 48 8.4 6.2 9.0 - 4.8 9.0 200 48 7.0 5.2 3.3 5'r 7.1 5.2 8.4 - 4.l 9.0 °OBss'SI8th April 20th.2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL 9B (BOTTOM) 7 CONCRETE CONCRETE CONCRETE CONCRETE MAX. CONCRETE CONCRETE CONCRETE CONCRETE DESIGN SHUTTER CONCRETE BLOCK BLOCK BLOCK z LOAD SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANC LIOR ANCHOR ANCHOR MIN.SEPARATION SEE I I SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING CHART G ON SHEET 6 Itw (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) k PSI- INCH TYPE A TYPE C TYPE D TYPE E/F TYPE Al TYPE TYPE CI TYPE DI 0 E1/F1 � 60 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 78 6.5 6.5 6.5 6.5 6:5 6.5 6.56.5 cn 96 6.5 6.5 6.5 6.5 6.1 6.1 6.5 6.5 S 114 6.5 6.5 6.5 6.5 5.1 5.1 6.5 6.5 C9 25 132 6.5 6.5 6.5 6.5 4.4 4.4 6.3 6.1 z III o 150 6.5 6.5 6.5 6.5 3.9 3.9 5.6 5.3 F- --1- o 168 6.5 6.5 6.5 5.8 3.5 3.5 5.0 .8 1/4"0 x 3/4"TEK o 180 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 78 6.5 6.5 6.5 6.5 4.7 4.7 6.5 6.4 ,� 3 96 6.5 6.5 6.5 6.3 3.8 3.8 5.4 5.2 TYPICAL ANCHOR 1/10x3"410-HTS.S 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"Plx 7/8" 132 6.0 6.4 6.5 4.6 - - 4.0 3.8 LONG NYLON BUSHING 150 5.3 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 60 6.5 1 6.5 6.5 6.5 4-.9 1 4.9 6.5 6.5 CONGRETE �--0 78 6.5 6.5 6.5 6.2 3.7 3.8 5.4 5. 1 12 50 96 6.5 6.5 6.5 5.1 3.0 3.0 4.4 4.2 7 114 5.6 . 5.9 6.5 4.3 - - 3.7 3.5 /J 132 4.8 5.1 5.9 3.7 - 3.2 3.0 =� 153 4.2 4.4 5.1 3.2 - - - - 11/2" 1 11/2" 60 6.5 6.5 6.5 6.5 4.1 4.1 5.8 5.5 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 - 3.6 3.5 120 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 5.0 4.8 FOR BUILDOUT CONDITIONS, CONDITIONS REFER TO 7T&613 ANCHOR 78 5.8 6.2 6.5 4.4 - - 3.8 3.7 REFERTODETAIL CHART(2)ANCHORS PER SEGMENT MIN. 70 96 4.8 5.0 5.8 3.6 - - 3.1 1 - 114 4.0 4.2 4.9 3.0 - - - - Z�.�J 135 3.4 3.6 4.1 - - - - - " A TYP''' 60 6.5 6.5 6.5 5.1 3.0 3.0 4.4 4.2 80 78 5.1 5.4 6.3 _ 3.9 - - 3.3 3.2 " �• B ,0. "0- " ��96 4.2 4.4 5.1 3.2 - - - - 20x3/4"S.S. i e " `��= 1/4- 120 3.3 3.5 4.1 - - - - - •�' O o 0 `•� BOLTS W/NUT& q" WASHER 60 5.9 6.2 6.5 4.5 - - 3.9 3.7 R 2 PER $ O O O r ' WASHE T@ 2"O.C. 90 78 4.5 4.8 5.6 3.5 - - - - o 96 3.7 3.9 4.5 - 108 3.3 3.5 4.0 - - - - - 12 '4"MIN. , 60 5.3 5.6 6.5 4.0 - - 3.5 3.3 O 100 72 4.4 4.7 5.4 3.4 - - - - 84 3.8 4.0 4.6 - - - - - 0 0 96 3.3, 3.5 4.1 - - - - - CURVED TRACK 48 5.5• 5.8 6.5. 4.2 - - 3.6 3.5 120 60 4.4 4.7 5.4 3.4 - - - - 72 3.7 3.9 4.5 - - - - - 81 3.3 3.5 4.0 - 48 4.8 60 3.8 4.0 4.6 - 140 65 3.5 3.6 4.2 - - - - - 0a���e.�{�MtOA�RERA41gN o0 72 3.2 3.3 3.9 - - - - - m 4 ' roc Fa� ' es77 48 4.2 4.4 5.1 3.2 160 60 3.3 3.5 4.1 - 66 3.0 3.2 3.7 0 LIJ • '180 48 3.7 3.9 4.5 60 - 3.1 3.6 1 - - - - - pec ° • $� '` 48 3.3 3.5 4. l - - - - - 57 - - 3.4 - - - - - T F O R ``yp0o 200 A�oB t(.s °n°°• 4�(j 00 aB SIO�YP oao April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACTNG DESTGN LOAD VS SPAN AND ANCHOR SPACTNG CHART DETAIL IOT (TOP) DETAIL IOB (BOTTOIM) iSOOD 3 5/16"0 ULTRACON W/1-1/2" 1/4"TEKS ALU11. 6063- CONCRETE CONCIui1'E ALUlI. ( ) IMAX. ROOD MAX. CONCRGi'B CONCRETE STRUCTUR / SEE CHART ON LEFT SHUTTER T6 SHUTTER BLOCK BLOCK 6063-1'6 MIN.EMBED INTO WOOD 11/2" 11/2' / DESIGN SPAN, DESIGN SPAN E STRUCTURE,SEE CHART ON FOR SPACING LOAD ANCHOR ANCHOR LOAD ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR LEFT FOR SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING F (in.) (in.) (in.) (in.) (in.) (in.) (in.) (in.) / 3 1/44'MIN. W TYPE TYPE 1/8"x4"ALUMINUM g PSF INCH 5/i6"ULTRACO 1/4" TEKS PSF INCH TYPE TYPE E A2/02/E2 AI/Bl/Dl/ TYPE 1/4 PLATE CONT.6063-T6 EQ EQ/ V)/OOD w A/B/C/F /G BI C1/Fl TENS �� / f/ m 60 17.0 12.0 60 9.0 9.0 9.0 9.0 9.0 9.0 � •/ 1 i ��/�.' w 78 17.0 12.0 78 9.0 9.0 9.0 9.0 9.0 9.0 to 96 17.0 12.0 96 9.0 9.0 9.0 9.0 9.0 9.0 4 #10X2"410-HT 25 114 17.0 12.0 25 114 9.0 9.0 9.0 7.6 9.0 9.0 s S.M.S.TYP. 120 17.0 12.0 120 9.0 9.0 9.0 7.2 9.0 9.0 l..l 1 TOP&BOTTOM 150 17.0 12.0 150 9.0 9.0 9.0 5.8 9.0 7.8 WHEEL CARRIAGE T'------'� 168 17.0 12.0 16B 9.0 9.0 9.0 5.2 3.9 6.9 180 17.0 12.0 180 9.0 9.0 9.0 4.8 8.4 6.5 10 T 60 17.0 12.o 60 9.0 9.0 9.0 9.0 9.0 9.0 #10x3"410-HT 3.8 78 17.0 12.0 78 9.0 9.0 9.0 6.9 9.0 9.0 S.M.S.W/7 11 6"OX 5/8" 96 17.0 12.0 96 9.0 9.0 9.0 5.6 9.0 7.G MEDIUM&HAT NYLON z 40 114 17.0 12.0 40 114. 9.0 9.0 9.0 4.7 8.2 6.4 BUSHING(TOP ONLY) Q 120 17.0 12.0 120 9.0 9.0 9.0 4•.5 7.8 6.1 co co 1 I 9 150 17.0 12.0 150 9.0 8.0 9.0 3.6 6.3 4.8 162 17.0 12.0 162 9.0 7.4 9.0 3.3 5.8 4.5 C7 f 60 17.0 12.0 60 9.0 9.0 9.0 7.2 9.0 9.0 Z 78 17.0 12.0 78 9.0 9.0 9.0 5.5 9.0 7.5 7 D 5U 9G 17.0 12.0 50 96 9.0 9.0 9.0 4.5 7.8 6.1 X { MIN.SEPARATION SEE w 1l4 17.0 12.0 114 9.0 8.4 9.0 3.8 6.6 S.1 w I CHART G ON SHEET 6 132 17.0 12.0 132 9.0 7.3 9.0 3.3 5.7 4.4 153 17.0 10.5 153 8.5 6.3 9.0 - 4.9 3.8 60 17.0 12.0 60 9.0 9.0 9.0 6.0 1 9.0 8.1 78 17.0 12.0 78 9.0 9.0 9.0 4.6 8.0 6.2 60 96 17.0 12.0 60 96 9.0 8.3 9.0 3.8 6.5 5.0 120 17.0 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 F 60 17.0 12.0 60 9.0 9.0 9.0 5.2 8.9 6.9 i 1"OR 2" 78 17.0 12.0 78 9.0 8.8 9.o 4.0 6.9 5.3 a 70 96 17.0 11.9 70 96 9.0 7.1 9.0 3.2 .5.61 4.3 114 17.0 10.1 114' 8.1 6.0 9.0 - 4.7 3.6 W H I W -_______lu 135 16.1 8.6 135 6.9 5.1 3.2 - 4.0 3.1 CD Q z o SUBSTRATE• I k 60 17.0 12.0 60 9.0 9.0 9.0 4.5 7.8 6.1 fL W : r 78 17.0 12.0 s0 78 9.0 7.7 9.0 3.5 6.0 4.7 w o W 80 96 17.0 10.5 96 8.5 6.2 9.0 - 4.9 3.8 v 2 Z 120 15.8 8.5 120 6.8 5.0 8.0 - 3.9 3.0Pan �n o #10x3"410-HT S.S Ix 60 17.0 12.0 60 9.0 8.9 9.0 4.0 7.0 5.4 TYPICAL ANCHOR o S.M.S.W/7/16"C�x 718" 90 78 17.0 11.4 90 78 9.0 G.8 9.0 3.1 6.4 4.1 SEE CHART ON./ 96 17.0 9.4 96 7.5 5.6 8.9 4•.3 3.4 LONG NYLON BUSHING O 108 15.7 '8.4 108 6.7 4.9 7.9 - 3.9 3.0 LEFT/ (BOTTOM ONLY) co GO 17.0 12.0 60 9.0 8.0 9.0 3.6 6.3 4.S G 1/4!'0 X 3/4"7EK w 100 7217.0 11.1 100 72 9.0 6.7 9.0 3.0 5.2 4.0 2X1X1/8"OR 2x2X1/8" 1 0 B Z 84 17.0 9.6 84 7.7 5.7 9.0 - 4.5 3.5 SCREW SEE CHART V w • •96 15.8 '. 8.•5 96 .6.8 5.0 8.0 - 3.9 3.0 ALUMINUM TUBE CONT. _ FOR SPACING 48 17.0 12.0 48 9.0 8.3 1 9.0 3.8 6.5 5.0 120 60 17.0 11.1 609.0 G.7 9.0 3.0 5.2 CO4.0 tq 72 17.0 9.4 120 72 7.5 5.6 8.9 O 4.3 3.4 81 15.7 8.4 81 6.7 4.9 7.9 - 3.9 3.0 ����,1"'1��deteOpBoo 48 17.0 11.9 48 9.0 7.1 9.0 3.2 5.6 4.3 "° r 60 17.0 9.6 140 60 7.7 5.7 9.0 - 4.'a 3.5 ®o�� \qv°7� 3 1 0 pLA7 140 66 16.4 8.8 66 7.0 5.2 8.3 - 4.1 3.1 72 15.1 8.1 72 6.5 4.8 7.7 - 3.7 - m 8 �ac.fn 28577 °o 48 17.0 10.5 48 8.5 6.2 9.0 - 4.9 3.8 160 60 15.8 8.5 160 60 6.8 5.0 8.0 - 3.9 3.0 66 14.4 7.8 66 6.2 4.5 7.3 - 3.6 0� ao • ISO 43 17.0 9.4 180 48 7.5 5.6 8.9 _ 4.3 3.4 60 14.1 7.6 60 6.0 h.4 7.1 3.5 X06 0°, •°(9oc 200 �q 13.4 7.2 200 57 5.7 4.2 .6.8 - 3.3 3.0 B000SS)O{�(P o��00 C April 20th,2015 DESIGN LOAD VS SPAN AND ANCHOR SPACING DESIGN LOAD VS SPAN AND ANCHOR SPACING CHART DETAIL 11T (TOP) DETAIL 11B (DOTT011) 1IAX. CONCRETE CONCRETE 1fAX. 1YOUD CONCRETE CONCRETE CONCRETE DESIGN SHUTTER DESIG SHUTTER BLOC[( BLOCK LOAD SPAN N SPAN ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR 5116"DIA."ELCO"ULTRACON ANCHOR SPACING (in.) LOAD SPACING SPACING SPACING SPACING SPACING INTO-WOOD, #10x3"410-HT S.S S.M.S.W/ (in.) (in.) (in.) (in.) (in.) TYPE: / / / / / / 7/16"6 x 518"MEDIUM&HAT PSR INCH 5/16" ULTRACON PSP INCH TYPE A/B TYPE UP TYPE D/E Al/Bl/Dl TYPE El / f// / / / NYLON BUSHING(TOP ONLY) J % / NOTE:WHEELS AND BUSHING 60 24.0 GO 12.0 12.0 12.0 12.0 12.0 / / / EQ. EO / /,' ALTERNATE LOCATIONS WITHIN 78 24.0 78 12.0 12.0 12.0 12.0 12.0 /,/ / / %•' THE TRACK.(EVERY OTHER ONE). 96 24.0 96 12.0 12.0 12.0 12.0 12.0 25 114 23.9 25 114 12.0 12.0 12.0 12.0 12.0 1 #10x2"410-HT 132 20.6 132 12.0 12.0 12.0 12.0 12.0 I 1A `S.S S.M.S.TYP. i / 150 18.2 150 12.0 12.0 12.0 12.0 11.8 TOP&BOTTOM0 168 16.2 168 12.0 12.0 12.0 12.0 10.5 180 15.1 180 12.0 12.0 12.0 11.6 9.8 WHEEL RRIAGE I o 60 24.0 60 12.0 12.0 12.0 12.0 12.0 78 22.2 78 12.0 12.0 12.0 12.0 12.0 111 T 96 18.0 96 12.0 12.0 12.0 12.0 11.5 40 114 15.2 L 114 12.0 12.0 12.0 11.4 9.7 y 132 13.1 132 12.0 12.0 12.0 9.9 8.3 g 150 11.5 150 12.0 12.0 12.0 8.7 7.3 O 162 10.7 162 12.0 12.0 11.3 8.0 6.8 z 60 23.2 60 12.0 12.0 12.0 12.0 12.0 F co 78 17.9 78 12.0 12.0 12.0 12.0 11.3 N 50 96 14.5 50 96 12.0 12.0 12.0 10.8 9.2 7 114 12.2 114 12.0 12.0 12.0 9.1 7.7 x 132 10.6 132 12.'0 12.0 11.1 7.9 6.7 N 153 1 9.1 1 153 11.1 12.0 9.6 6.8 5.8 60 19.4 60 12.0 12.0 1 12.0 12.0 12.0 11 N.SEPARATION SEE 78 14.9 78 12.0 12.0 12.0 12.0 12.0 HART G ON SHEE1f 6 60 96 12.1 60 96 12.0 12.0 12.0 12.0 12.0 120 9.7 120 12.0 12.0 12.0 11.3 10.4 144 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"6 RIVETS 'R 114 1 8.8 114 12.0 12.0 12.0 10.2 9.4 #10 TEKS @ 1 "O.C. 17 135 7.4 135 12.0 12.0 12.0 8.6 8.0 t 60 14.6 60 12.0 12.0 12.0 12.0 12.0 18 _ d 80 T8 11.3 80 78 12.0 12.0 12.0 12.0 12.0 m 96 9.1 96 12.0 12.0 12.0 10.6 9.8 ry� 120 7.3 120 12.0 12.0 12.0. 8.5 7.8 cq 60 13.0 60 12.0 12.0 12.0 12.0 12.0 r Q 78 10.0 78 12.0 12.0 12.0 11.G 10.7 CONCRETE �3116YG RIVETS OR 90 90 #10 fEKS @ i5"O.C. 96 8.1 96 12.0 12.0 12.0 9.4 8.7 e1 p 108 7.2 108 12.0 12.0 12.0 8.4 7.7 #104"410-HTS.S TYPICAL ANCHOR 11 B 60 11.7 60 12.0 12.0 I2.0 12.0 12.0 0 37" S.M.S.W/7/16"0x 7/8" SEE CHART ON LEFT 100 72 9.8 100 72 12.0 12.0 12.0 11.3 10.4 LONG NYLON BUSHING 84 8.4 84 12.0 12.0 12.0 9.7 8.9 (BOTTOM ONLY) 96 7.3 F 96 1 12.0 12.0 1 12.0 8.5 1 7.8 48 12.3 48 12.0 12.0 12.0 12.0 12.0 120 60 0.8 120 60 12.0 12.0 12.0 11.3 10.4 72 8.2 72 12.0 12.0 12.0 9.4 8.7 81 7.3 81 12.0 12.0 12.0 8.4 7.7 48 10.5 48 12.0 12.0 12.0 12.0 11.2 ` %%t L.'WAd 19 AQBBto�p 140 60 8.4 140 60 12.0 12.0 12.0 9.7 8.9 66 7.7 66 12.0 12.0 12.0 . 8.8 8.1 °8°-E. B4 72 7.0 1 72 12.0 12.0 12.0 8.1 1 7.5 c� >,�o+r�C>siToA RE RATIgN o00 48 9.2 d8 12.0 12.0 12.0 10.6 9.8 a° �pC.AK.�26�677 - s 160 60 7.4 160 60 12.0 12.0 12.0 8.5 7.8 0 ° 66 6.7 66 12.0 12.0 11.8 7.7 7.1 180 48 8.2 180 48 12.0 12.0 12.0 9.4 8.7 o0Z � °e ' 60 6.6 60 12.0 12.0 11.5 7.5 7.0 o 48 7.4 48 12.0 12.0 12.0 8.5 7.8 200 200 57 6.2 57 12.0 12.0 10.9 7.1 G.G A',(•`F�0 R° °�o°o °°aaSSIOf�P�' °®° April 20th,2015 MAX. 1/144nITH U BOLTS Wl H R&NUTS 2'X&'XIVALUM. TUBE 6063-T6 1/4"0x3/4"TEK SCREW@ 6"O-C,MAX- ANCHOR TYPE A.C.D #100 4%HT S.S S-KS-W/7 OR E FROM EA. 116"3OX 518"MEDIUM AND HAT END @ 9"O-C- NYLON BUSHING(TOP ONLY) iaN Is MIN. WHEELCARRIAGE ul CONCRETE V X 3 X 118"ALUM. ANGLE CONT. z EXISTING WINDOW GLASS 2 (6)-1/4"0 THRU BOLTS W/WASHER &NUTS PER ANGLE is" OR Z%6"XI/6' OR 2W'XI/4' ALUM.TUBE 6063 T6 CONCR REFERTO CHART ON SHEET 4 (7)ANCHOR TYPE i EQ, EQ 1/4"0x314"TEK A,0,D OR E @ 3"MIN. c SCREW @ 6"MAX,D.C. D.C.AT EACHANGLE #104"410-HT S.S S.M.S. tv TYP.TOP&BOTTOM 16 MIN. WHEEL CARRIAGE xi C5 -,7 E w T'X 3"X IIN'ALUM. 0 a a1 ANGLE W LONG EACH END (<L EXISTING WINDOW GLASS #10x3"410-HTS.S 7 w S.M.S.W/7116"OX718' LONG NYLON BUSHING (BOTTOM ONLY) 3116'0 RIVETS OR 17 Zi n -1 QONCRETE #10 TEKS @ 15"D.C. w lq I 87 1 Is rrn. L=mm ANCHOR TYPE A C. RIVETS OR 0 OR E 1-1/2"FROM #10 TEKS @ w D.C. FA END 0—V'O.C. % 0.375" 1. MIN. MIN. 1/4'0X314"TEK SCREW @ 9-O,C. 2"X 5"X 118" ALUMINUM TUBE �1/4"0 THRU BOLTS Wl WASHER&NUTS 7" FROM EACH END AND IZ'O.C.MAX coo Cc:r. 2X 4�'X 1/B"ALUM, E5-.-.o -' ANGLE CONT. lFr %*-.13 Na Tr e 0 BO WALL MOUNTING INSTALLATION HEAVY DUTY TRACK