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HomeMy WebLinkAboutProduct Approval i. R� nn SCIS Home Log In i User Registration Hot Topic ; Submit Surcharge Stats&Facts i Publications i FBC Staff SCIS Site Map Links Search of m Product Approval v3 USER:Public User &w=mz Product Auproval Menu>Product or Application Search>Application List>Application Detail v FL FL137571'ff6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived J Product Manufacturer Town and Courit�y Industries; ,, Address/Phone/Email 4pb`We'st McNab Roads" Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accord'-IT-� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ED Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. 'J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.pdf FL13757 R6 CO] Indeo2.odf FL13757 R6 COI Inden3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eotlivl.Ddf FL13757 R6 Eauiv Eouiv2.odf FL13757 R6 Eauiv Eauiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.ndf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Evall.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. l ,!3757:2' r� 6.B:Streamling-Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwo2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See installation drawings for allowable FL13757 R6 AE Eva12.Ddf' span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwo3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-OD46549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc, Created by Independent Third Party:Yes Beck Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-182a The State of Florida Is an WEED employer.Caovriaht 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 notsend electronic mail 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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an emall address if they have one.The emaks provided may be used for official communication with the licensee.However email addresses are public record.n 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,FS.,please click here. Product Approval Accepts: Credit Card S3�Et � I 6.8 STREAMLINE S H U17E R ILII /I/IKANKL BENNABDBl AE. GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ �¢?' / Na P[004664 - 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - ZONE,AND THE INTERNATIdhAL BUILDING CODE[IBC)AND INTERNATIONAL RESIDENTIAL CODE { UNLIMITED WIDTH (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN I O'•. SrATE op ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE JCC as DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE u REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN /I11" "'IIT �� gg € PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ' Z� �� c 3 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM ED PRESSURES DIVVIIDED BY A 1.5 Z 15'o p� SAFETY FACTOR. ------ W 9-. 11 tl S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND DN Tu ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT 1S ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW rr CRITERIA 1S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. m 3 � 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. m G 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE C q DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m SHALL BE USED. z �" 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC vz N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O m tl PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. w a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE �$ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 59*S n THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 4' 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Z 3DD „r IJDCU HURRICANE PROTECTION BOTTOM L3a5 12. WHEN THE SIMENfS.TE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 13. INFORMATION ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL 1 SHUTTER ELEVATION MISSILE LEVEL D-ASTM E1886 E1996&E330 TAS 201 202&263 1. N.T.S. EXTERIOR ELEV R FLORIDA PRODUCE APPROVAL NUMBER TABLE Z: 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FY OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIAL deal tl� 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES a S g E BOX LOCK AT CENTER OR SIDE CLOSURE. - 9i h 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a>1 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 G ABOVE > G A DE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 9 22. SHUTTER MAYBE INSTALLED WITH UP TO(2I ADDITIONAL BLADES OF SLACK. 72" 2-114" 1-618' 2-318" 1518' 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3.112" 1-78' 3.518 1-78' 1119 �E TABLE 1: i20" 4.118• r 4-114" z• _ TABLE 1 NOTES: 1, DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718' 2' 6" 2" � � ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: � MAXIMUM ALLOWABLE DESIGN PRESSURES I. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NON•HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 07PtW0 R1PM[LI9�W D]PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER RDMU. 15-2339 i aHUfT�R oE91GN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ 9PAN pREBBURE PIiE8BURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NFM HIGHER MINIMUM SPAN OF AT LEAST 30". SAM°` DNC PLS (PSF SPAN SHALL BE USED. 4. INSTALLATIONS 1N WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30'SHALL 12" 100 IDD HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/6'WHEN>30' ABOVE G E. LI9' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 99 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 120' 63 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43 40 E1996-09. %1%1......L fit FRANK L 514WM,7 Pjlo� • 6 PROJECrION VARIES 4.874"MAX. 2.871V Z. 0.115, -Z NO 1,C004 b 0.080, 0.062" 0.450' 65's • o -.25" f--1.830' '_• ;u 1.708- -0.100, 0.06r 1.708" -0.100, N ro.aso" r 0.063' �i� I v -7 - 0 rO-195" 10. 2-620" OF. ro.1951 10.09W 0.06 1 .060". 0.070' L 06066% 0.630* 0.125-i 1.993" 0 0 .H�70 j 0.062" ro.;43-1 )9r RIOAr� 10m 0.630- a 052 0.63W J_ rq.096' L(169-f 0.971' 0.971-1 0.1 3 to e).06D' • N 0.63Y' z u 0.062 _tO.L200' "k.P70.4 4 0.06j. 0.062" +0-.'200. " 0.0T 0.630. min, z o zw 1.069' x1.069.1 '* SLIPPORT LEG OPTIONAL-/ 0.200" .062' 7 0.062"" -5.45' �w .--5.745'MAX.. 3:�': BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK 5 tj,E'A�R�E;AD fSILL LITE HEADER/SILL ow 11'-tA=LL,'HL�RZ.� (�)_ tD w 02 0 0 -SIZE SCALE;HALF SIZE SCALE;HALF SIZE SCALE:HALF SIZE SCALE-HALF SCALE:HALF SIZE SCALE WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"f--Z.195" 2.655" 0.67S'2.195" 1.230'- 1.229- 5" 0.050" -1 1 o G-9) "'o 1.7fs. uu go.io.S., 2.362' 4.84' L �4 1.069, rn "71 Jig 2.r 0.044• zvec '55. L 3.831* :@ 10" 5 4.5 -1.069- 1 5 0.075" 0.075. 4 510" ------ NOTE:TESTED THICKNESS OF zc 0761 -'T 3.506" BARE METAL W/O PAIN7'IS 0.039- SILL Og SILL ADAPTER O9 EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE a r STREAMLINE SLAT/OD& SCALE HALF SIZE @A-'C ALE---HALFLSIZ E;- - . SCALE:HALF SIZE Nil ill 0.477" 0. D.S91)" 0 SIO" 0.143" 0.143".{I t 0.070* O.OB 0,341* 570' 1.06 0.145- To �J_In 0 1.708'-} 0.143" 0.096" .060"-ft- DCALM 4.753' N •0.096" ;-O.Iuo, i 0.090" 4.SIO* 199 U�.0441" 0.227 0.682" 0.6 1-0.080• .0_-_1 NOTE:THICKNESS OF BARE �_,62S­4 15-2339 METAL W/O PAINT IS 0.039" popottelm @6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL 5 STARTER ER WALL SILL CLIP 18b WALL SILL HA SCALE:HALF SIZE SCALE:HALF SIZE SCALE: LF SIZE SCALE:HALF SIZE 0 SCALE HALF SIZE 99 \``1TTTK IIIT,1, iPmweHSNARIP RE ALUMI -{}-0.125" 0.610" STAINLESS STEEL _ .280"�--� p• NYLON WASHER OR ASSEMBLY 0.357" - 0.320"0 HOLE 'o.So. P600" F ' 0.276° __b•' �) = 'o Zk4' o SCR x 2-3/4"430 HT OT 65 S •52 NYLON WR MEa SCREW W/TC ULTI7ACUTE T--� 0.591" L O.BBO •+G' a INSERTS =c) 0.05 WHEEL o20'c INTO COATING n -T •�:J, p N �- TRACK (TYP TOP Q BOTTOM) y 0.062"-tt- S -- 1.100• f h 0.240' :�(P'•.:C T *0" AF B: NYLON BUSHING W/WASHER: ���j ?IpA N - 0.750• 7/16"0 x 1/2"0 INTERIOR JOINT TOP I 7�O •... 47I�4q r 5" '--� INSIDE JOINT TYP.AT YATTOP.OTHER 0.070" 7/16"0x 1'Q INTERIOR JOINT BOTTOM �0154y0.137' �,�Nq� ENG\C� � �� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 7j 1 j I s 11110 0 x € o)'�.ANGLESy.,- v ,,,, HOUSING-ZINC DICAST,POWDER COATED 3 22 R�IASS�Y 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SALC'IiAL�F�91ZE ,5@ALf HAOF"SI E' NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE,HALF SIZE -7 OR KEY/THUMS TURN OPERATED INSIDE- uu n Ni {0.250' 23�1BRASST6 SH LOC W U3 ' F6@AL'E�"HACFISIZE VI�A s -�R0.155" 1.978" c w W ---1.742' 2.125" O 0.236' 0.286" 1.603" 4.00D' 0.267" _ry R0.500• 0.500' -•1.710' -1.214" 66 0.623' 0.531" $ T 0.090" 0.319" 0.531" - �i 0.064" m c 26 0.2 " o 2.250"� 0.09 m 6 8 dO.790" 0601-Ti - 0.607• 0.250' 0.118"J .� 0.224" 0.239 r vI ry a 7 1 I I 1 0.060" 0.496" I LO2r4l" y0'2.00027 RAINGUARD 2g DECORATIVE FLOOR TRACI< 3.4760.240SCALE'HALF SILT SCALE I1ALF SIZE 0.222"1 Y 1.001 0.062"0.062' 0.062' -0.176' 30� NIM'ATE�'LO'GFC 31 MALE BOX CENTER 32 FEMALE BOX CENTER }SCALL rEirygLlFj)51Z'E SCALE hIALF SIZE SCALE-HALF SIZE C -4-0.062' '. o g d 5.500'x 13/16'WIDE-- 1 }--�0.400• - A I lfi7' 7/16"0 STAINLESS O1 STEEL NUT R t , L p I �- - 30 m rn I � If O .. ° 0.125' n fy-r"�_' �yVr° 0,438" i �•0.1p8' 5/16-18x1 MACHINE SCREW v I �,coa I '-}r- .L_ 7YP• 5/16'01NTERNAI STAINLESS STEEL 1: ,�, "' �yp.121• F p 1 4.500• }0.689' POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES 6�1 "�""'--"---TTT--- SECTION A �-F _ g DF TA MOUEL 2TQ22 .36t-L.OGKJ�DAP.TER 37 T-SCREW INSERT 3g THUMB SCREW INDUSTRIAL SYS EMS 0a.P{110•Nl12� SCALE•FULL SIZE SCALE:FULL SIZE F 'S 54" 1Y 00 406 40c .I ££BOX LOCK 52E:HALFSIZE �0.319END STRIP 1" IsIUi&SCALE,HALF SIZE � t--•z.aoD"---f 2" & 3" EXT y{-0.125"SCALE: HALF SIZE p I 0.125• o 0.050' .093 7 T0.125" 0.065" ° 0 o o.lu• ccnreurtm9icLmwAooPr n $ 0.093• 0.250 15-2339 ' o.oes• � IL MOB UOC70II30"1 I 7.0D0• --} 2p fAL�Tl 1 I C Ip 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE ^ 39 2X7 ANGLE �5�a_l°E7H'A'UEiSIZE�Y SCALE.HALF SI2E SCALE:HALF SIZE ate, SCALE,HALF SIZE 1) Ff(ANKL BExNA112 P.E. ANY ANCHOR PER ANCHOR EDGE j DIST. SCHEDULE @ 18'O-r- EXISTING GLAZING SEE END SIRIIC - SCHEDULE FOR : NO IEP04 �•0' A .ANGLE EMBED N SPAN WHEN USIAG' 20,40a,40Lu of b BR$Pc _ EMBED. 17 (INTERIOR) LEG D RECITON II 11 _ — -AMAX.Mme• yyTTry 21TOR 2Fx�Q Ip 17 l pp MIN.0.062"THICK 6063-T6 ALUM. ANGLE 1'x l'MIN.T 0 2'x S"MAX. 21 25 �i/ss/ 4 EDGE c _ _-_ _ 30 (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ I IT�I ail DIST.------ ^ AN7JUVCHOR PE(C�•ICHO (2)#10x1"SCREWS AT �> SCHEDULE9 18 O C; CORNERATTACH TOP 8 BOTTOM;AND UI �Q m $ l ATTACH TO 6.0 STARTER W L g` t3 13 1312 x 1/2'/16.0ALUGALVANIZED PO Z OM 13 -AlZx 1/2'GALVANIZED OR S.S.55SMS, S.S.SMS 3116"0 ALUM.POP w TN 9 30 3/16-0 ALUM.POP RIVET,OR 1/4-20 RIVET OIL 1/4-20 MACHINE N W" _ 6.80"(TYP.1 ( USE(1)BRASS PUSH LOCK O0.(1) MACHINE BOLT 8 NUf @11B'O.C. ALTERNATE END STRIP D AIL BOLT Nllr 18"O.C. ?� (EXTERIOR) 5/16-18JiUM0SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE � U) d INSERT(1357)'AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/ FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. y TYPICAL PLAN VIEW HOLE SHALL BE 3/8•MAX WIDTH,UP TO PSF SPAN 6 SCALE 3"=1'-0" 11 HEIGHT. 1.61.(2,7-) 82 08• R 2 u^I _ 2 4- USE 111 BRASS PUSH LOCK 2 OR ltl 5/16-18 THUMB 132 76 LOCKING DETAILS FOR Z.BID(3,7") e2 BS- SEE END STRIP SCREW 1p�i-THREADED INSEa2 or RT 37 AT t/3 SPAN CENTER MATES SCHEDULE FOR MAX. TO 2/3 AN FROM SHOWN ON RANDOM SPAN WHEN USING g BOTTOM OF SHUTTER. 3'8/0(4.7') a �" 77z 20,40a,40b OR 40c, Nd m RECEIVIINO HOLE SHALL BE 30 13 DETAILS ® 7 S g 3/8"h1AX WIDTH.UP TO ° )1/4' OR 6.8 STARTERH WITH 21 OR 25. SEgon1"HEIGHT. 3p ALL1'BIO—2_ 0 M�' -� (2.T) 2 - _`� a Ir USE APPROPRIATE ' ....-.__.. I 2D 132 71- STARTER STRIP 10 __ _ - _ S 93" 10 90 fO0 62 87" 3 .. CLOSURE 110.003' 5 a- 4 BUILDING CONDITIONS. 1 .. 23 21 60 B FASTEN STARTER STRIP E IS INSIDTO TRACK W/1211110.1" v ( ) SCREWS AT CORNER.TOP xnis' z 1z SCALE 3" 1'-0" ALTERNATE END STRIP DETAIL a Bor7oM " ANY TRACK W/SCREW = 13 1 IF: I ss 60 1 BOSSES. 73 w �4a� 111" 0 � iaa I SILL FOR GREATER SPANS OR LOADS THAN W 61I0WN IN ENO STRIP SCHEME,END O STRIPS REQUIRE A"t".090•CUP ANGLE F N HIOSPANUSING EN 0 4014-T 711E EXISTING GLASS a � S ] ANaIDR scHrowlEa uaap•TEx G 0 I ? t3 SUE.OR 114.20 DOLT110 END STRIP. pa op a12q e ...i 30 zap p2ag2 N_w USE(11 BRASS PUSH LOCK (INSIDE) USE(1)BRASS PUSH LOCK al--' OR 111 S/16-18 THUMB OR(1)5/16-18 THUMB 30 13� ��%L SCREW I O THREADED aa SCREW I O THREADED a� INSERT 37 AT t/3 SPAN SILL INSERT 7 AT 1/3 SPAN Zag TO 2/3 AN FROM 1 TO 2/3 S N FROM I Iia BOTTOM OF SHUTTCR BOTTOM OF SHUTTER (OUTSIDE) q RECEIVING HOLE SHALL BF. �0 b 3/8"MAX WIDTH,UP T� 1"HEIGHT. 3 TYPICAL'OUTSIDE CORNER CLOSURE Hgy E CCt DETAILS WO/CORNER POST NTS .13 CO WPa901RTMRl6/WOOPE 13 \ 31 2 75 ,T 3 (OUTSIDE) 15-2339 `-SILL USE 111 BOX LOCK AT 1/3 - SPAN TO 2/3 SPAN FROM PYEDOfCRtIUONL BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE b W CC2 DETAILS WO/CORNER POST E)�,q MULTIPLE SHUTTER ASSEMBLY NTS 99 C E a u SCALE.3"=1'-0" I � d I .y .r,. • .. 7!t—sx CT CONNECTION TYPE SCHEDULE ANCHOROR EXISTING STRUCTURESTSPACING9 Ct CONNECTION TYPE ' 1/4-20 MACHINE BOLTREFERENCE ANCHORW/NUT(J 12"O C ORSCHEUULE FORMAX. ® t114 SMS(°l 6"0 C ?1kSPACtN 2j2^ tTYP.TOP&BOTTOMI ; 2 FASTENERS ALUM. TUBE 6063-T6 ALLOY QV EACH ANGLE- SEE TAS FOR SIZE. --- nn %�„n-• d7 p M d� VORO� 'r(�•• I!L 1"x 2"x 1/6"' I I• �" ( ALTERNATE THRU BOLT p llllllOR 6 Z D OR 2-x 2"x 1/e•' o I (' C1 CONNECTION TYPE -o ALUM.ANGLE ( REFERENCE ANCHOR MIN GLASIt Er S I I SCHEDULE FOR MAX AT �O= d THREE 3/16"0 ALUM, ° 13 `•�I -- 1" 4LI 5PACWG PER TABLE POP RIVETS OR 'IE I,I-,Iq I 14zW L $ THREE-12 SMS.7YP. 17 $a t OR DOOR�( Vim+ a q W $N ad 3/16"0 ALUM,POPX'A 17 RIVET OR 012 SMS � i) - I ! �.,� �_a U) Fu TABLE Awo) [s)is"0C.tlYPl f 5 OR PRESSURE VS ALLOWABLE LENGM `< }([,y; rg�'k1//8" 3,x3,,,.,,,,, MAY USE MALE OR "�� �\' -'� O"l_J\ v=i PSF No6j0 N° FCMALE LOCK-SLAT w� \ 1 � ri 63 130' 186" 13 ALTERNATE THRU BOLT I 1/4"MAX FR M PIN CS CONNECTION TYPE I R 324' 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR C1 CONNECTION TYPE " GUIDE TO BUSHING CC3 REFERENCE ANCHOR WASHER ITYR) i3 lIV 273' NTS SCHEUULE FOR MAX SCHEDULE FOR tgAX .I. �• 0) P. 92 ll4" 165 SPACING 302 110^ 160' /�I! ANGLE TOSTUBEmCON LECTION H ei 120 104 14T� 1"x 2"x.125'" 1511 _ 9T 131" TABLE 8CCC4) EXISTING Hg57 EMBED 6063-T6 nLUM VS AUTUBE fi 1 e0' 114" PRESSURE AWA6LE LFNGEFi STRUCTURE 5 CONNECTION TYPE ` ° yx2ytVij 3y3+y ro EDGE DISTANCE REFERENCE ANCHOR PSF WC1H 6/0 W2TH q�0 SCHEDULE FOR MAX SPACING 5z 1w 72 aer 1pT FASTENER(°l 18"O C. O ALTERNATE BUILD OUT MOUNT SECTION = � (USE ANY ANCHOR SHOWN Cb 9i TOP 14r rN ANCHOR SCHEDULE) SCALE:3"=1'-0" 92 9S' 139' S�qg 101 90" 13r 7ti u0 63' I27 lam. h a5D 74' 309" a Ii��Y�i FF 64" 94' 3/16 RIVET OR 012 SMS 2"x2"z _ [d 18"0 C. OR t/4.2 090"6063-T6 14N GLASS 13 ~ I w O 17 ALUM TUBE TYP ��� m _ EPARAT ON NUI&BOLT(TYp,), 3/16"0 ALUM,PUP a PER TABLE - of ALUM. ltt@E RIVET OR a t2 SMS d ai 6063^76 ALLOY lm 16"O.C.(TYP.) E q is OR DOOR 2 '3 O a F op 4 d g SEE TAB] q FOR SIZE. 2 FASTENERS 2 CONTINUOUS u�&' £ uU1 ¢ 2D EACH ANGLE -ALUMINUM ANGLE 1•x 2"x 093"6063-T6 OPTIONAL.ANGLE INSIDE g ALUM.ANGLE,Ty THREE 3116-0 ALUM tT ORIENTATION 7YP. 3 6 Fj o POP RIVETS OR 17 THREE R12 SMS,TYP 0 0 1"x 1"x OR2"x2"x1/B" gp i9f 13 ALUM.ANGLE RE ERECONN CE ON 77 E —USE MACE OR FEMALE - SC HEOULE FOR MAX LDCK-SLAT - SPACING t3F0406tFFA-4�fWWOFE EXISTING CONE RCIE. 13 t3 BLOCK OR WOOD FRAMING 15-2339 6G[4 #12,u,1/2-GALVANtZEO (OUTSIDE) EE INSIDE SILL MOUNT SECTION 1 OR .SM5.3/16"0 ALUM SCALE:3"=1'-0" CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS HT'S MACHINE BOLT L NUT SCALE:3">1'-0" [n1 t8"0 I ' FFWtF L.BBtNAtt00 P.E. C5 CONNECTION TYPE ai REFERENCE ANCHOR EXISTING p-r SCHEDULE FOR MAX STRUCTURE ti SPACING OR DOOR GLASS m cai x GLASS lx w Cl CONNECTION TYPE 5"MAX.. 1/1-20 MACHINE 80LY Cl.�:' •1 'u} OR p00R------- w REFERENCE ANCHOR �W/NUT 9b 12"O,C 01 F w» SCHEDULE FOR MAX. 19— a z r H z O.- 1F 74 SMS Ipl 6"o C.- NO ..... . SPACING } L w 4: MN 13 7 w II2" 17 YP TOP 8 8077001 MIN 13 VI w w CLASS X II--2 u m /Z.. .."D O Np'�• 1/4•'-20 THRU BOLT W/ GLASS X m £PARTITION m_Ir1Q EPARATI a=rc a 014 x 1/2"'SMS(1P 12"O C. •y ' LOCK NUT(p�12"D L OR PER E N°i a_ OR 3116"H ALUM POP PER a IJ a i- H •^p'.,• 12■V2"SFiS(n117"4.0 E.S. L7 t- TABLE 2 n 0 a ` R�Okj d'� u2 pl OR 3/ifi"O ALUM.POP TABLEz N RIVETS Ca G"O.C. OR 1/4"H V, w O dR 6✓ Cis < RIVETS @ 6-'O.C. E-S. 1 �D ALUM POP RIVETS P 12"0(C'�, a _ moi/ s� 1R 1/4"4R ALUM,, cc POP RIVETS J' to AND\:./ - /tttT ¢ 12°D.C.C. .--------- - MN GLASS w I ASSEMBLY 1/4"MAX.FROM P114 F J ! c V y. 1t4D MAX.FROM PIN O9 AN01�0 j WASHER BUSHING 1t2"TYP, WASH WASHER BUSHING PERTABLE2 13 FIn=E11tl4m = ASSEMBLY WASHER(7YP.I w WASNER(TYP.I �_ Z w 1/2" V2"TYP EXI5 TING CONCRETE, m Gt ASS ;tzv� m / _ BLOCK OR WOOD FRAMING w £OG REFERENCE AINCHOR PE OR DOOR X z a Z I- 3 " W _/ C4 CONNECTION TYPE OIS7, SCHEDULE FOR MAX F oa / EDGE REFERENCE ANCHOR SPACING w M t"1 / 01ST SCHEDULE PACING AS SHOWN SPACING AS SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG.9 01 '' REFERENCE ANCHOR EXISTING CONCRETE. w o S3DUR 6 6R �^+ SCHEDULE FOR MAX• BLOCK OR WOOD FRAHING / SPACING.ALT FASTENER /Z" it4"MAX.FROM Pttt u+ LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING V4"MAX FROM BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1t2" WASHER(TYP.I V1 m WITH THIS LOCATION B INSIDE MOUNT SECTION SCHEDULE FOR MAX / __ PIN GUIDE TO SCALE+3"=1'-0" SPACING � C, bt_ � K= BUSHING WASHER /s'1 INSIDE MOUNT SECTION y;;CON hIECIION 1'P_ REFERENCE ANCHOR I (TYP.) `'�J SCALE:3-a V-0" - SCHEDULE FOR MAX § EXISTING CONCRETE, SPACING i+4 IC / BLOCK OR WOOD FRAMI EMBED. �—� Ca._BUILD.'OUlT MgUN7 SECTION TYP BOTI OM EXISTING CONCRETE, SCALE•3"e BLOCK OR WOOD FRAMING E 3 NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, EOGE 1ST, EXISTING THE EASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE a 4 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR -CSF.C:OTifRECT10t' 7'PE !R A MINIMUM OF TWO SETS OF ANCHORS AND IS A SCHEDULE FOR MAX 7f m HO REFERENCE ANCHOR B MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w 5 6 SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTINUOUS OVER THE GAPS BETWEEN SECTIONS. 3 15 SPAC1t7G)J @ ,{ GLASS 4 w w !] ti OR DOOR ON I"• Z,7 ¢ 5 dQ w 012x1/2"SMS(tU 12" EPARATIO 13 = QST -• ww aw a � O.0 OR 3/16-0 ALUM. PER VI pNm I_IV D7R� 3 9® FW>O POP RIVETS(d 6"O.0 TABLE2 ' GIAS I"'A vOs OR 1/4"0 ALUM POP 4 a<~ DOOR OR MN.CLAS 19 r 73 ir_x,-+ RIVETS(a112FIN GLASS , "OC. �6 SEPARATION w,o Irl a u m PER TABLE 2 X z PER TABLE 2 X20 m 2 F- (� (B} a w m'0 f1 0 1/4-20 S.S MACHINE Q�o a `�ANO 1/4"MAX FROM PIN v N SCREW 8 NUT 0Y N ASSEMBLY 1!7" 1!2" GUIDE TO BUSHING a 12"OC. GLASS a W TYP. WASHER 17YP,) V 1- OR DOOR 1/4"MAX.FROM PIAL 0m 7f4"MAX FROM Pbi X GUIDE I U OUSIiING w '4 CONNECTION TYPE w 1%2" GUI iO 8U5 HI0!b X WASHER ITYP I EDGE REFERENCE ANCHOR OO WASHER(TYP.) r EXISTING CONCRETE, DIST, SCHEDULE FOR MAX �. N r m BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECT ON TYPE OTAOpil115M(LBtGYWFE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 BLOCK OR WOOD FRAMING SCHEDULE FOR MAX. OdllN OR - REFERENCE ANCHOR SCHEDULE FOR MAX Va"CONT 3 CONNECTION TYPE it 12 x 1/2"SMS(sd 17" SPACING 063.T6 ALUM,ANGLE REFERENCE ANCHOR SPACING ALT.FASTENER !'K�IwW►Twxr SCHCUULE FOR MAX O.0 UR 3/16"H ALUM. CXtSTtNG CONCRETE, AY BE REVERSED POP RIVETS 6"O.C. LOCATION FRONT AND BLOCK OR WOOD FRAM114G SPACING C° BACK ANCHORS NOT REO'U 5 SHOWN DASHED} OR it4"H ALUM POP WITH THIS LOCATION @WALL MOUNT SECTION RIVETS L�12"OC. /�\CEILING / INSIDE MOUNT SECTION # dj SCALE:9"=V-0'• �SCALE,3"_r-0" F WAIL,:BLAL@i0 'T Q SSCA I'3"- C 11 ,�p6ryKLB9NNM00,P.E. MN GLASS - 1\ M{FLO/4;9 !;•;i,•,1}; GLASS SEPARATION Z ♦ � '� OR DOOR PER TABLE2 13p0 2 •• ,••1 �••� m p - GLASS OR r u DOOR ND F u w _�.: 3•-5. 7 C Z GLASS OR 0 W C MTA GLASS w 0. DOOR SFPANATION x M w rc W PER TABLE 2 I a= MN GLASS W STA x r"A SEPARATION It m r F • EEp LT~ PER TABLE ¢ t0 I V Zr — r J wN •'••. r // N N =p W Z I Z O //tltll 3 I 1 u-x m a waw 13 X "A o,n �X •siap � 2B Jap IE REFERENCE ANCHOR HOR ON YT_ Jou4 WEIR OJ 1/4"MAX FROM PIN GUIDE R SCHEDULE FOR MAX. lU BUSHING WASHER ITYP 1 _ W SPACING LEn AG SIRE WS�02Of.•. 250 C4 CONNECTION TYPE I- 250 OgdRw O.0 MAX WITH 2•' REFERENCE ANCHOR / A� W THREADED PENETRATION p SCHEDULE FOR MAX "T"INTO CENTER OF 2K STUDS / SPACING /s O– EMB."7'. 14 SMS(al MIDSPAN BETWEEN /w DIS /W rn STUDS FOR TRACK TO 1"x 4" / / IZ LYWOOD TUBE CONNECTION x EXISTING HOST STRUCTURE Pa STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM.TUBE �N� m E `.:�DECORAIIVE FLOOR TRACK DETAIL 0O WALL MOUNT SILL DETAIL tum THIS DETAIL TD BE USED WHEN STUD SPACING �/ SCALE:3"=1'-0" SCALE:3"=1'-0" eIW K� EXCEEDS TI1E MAX ALLOWABLE ANCHOR SPACING. !�E F N OWALL MOUNT SECTIONTHIS DETAIL MAY d SCALE,3'•=1•-D•' ALSO BE USED O AT TOP Zm � C m g Got ACCORDION SHUTTER w w a PER PRODUCT APPROVAL I- o -GLASS 1- o m MN GLASS OR DOOR SEPARATION 13 7 in 'o ut ° PER TABLE X ,I EXISTING WOOD IG=0.42) `c Ea APPLICABLE AT TOP X 4 Z TRUSS OR RAFTER S p AND OR BOTTOM X w a s Lt1 2a"MAX.U.C. t-v2'7-t/2" �^ 2'OR3" F u1 EXISTING FINISH I ' MATERIAL r< 2'MIN. 5 6 _ 1!4"FIAX FROM PIN GUIDE 2"x 5'-x 1/B"6063-T6 I w [; $ ' 1/ TO BUSHING WASHER(TYP I ALUM.ANGLE 1•//THREE �i m a S 2'x 3'x3a'x CONTINUOUS OR -} -- -2.175' I(, 1/4"TILE ITYPI 1/4'•0 WOOD LAG I' ,I �' w - - ! Y' 2'x 2'x 3(I"x CONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/1." 606146 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED O¢>t¢U P TR •'T"114 WOOD py ENE W CA 5 G i 0.9'MIN.THICK 6061-76 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT Col 7"O.0 EACH RAFTER OF TRUS5. d ! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 S OR S/t6'0 A325 GRADE THRU BOLT Ca 12"0 C 24"O.C.MAX WHERE - g� EXISTING LE FA CONCRETE - MACHINE SCREWS AT 3'FROM ENDS GALV.OR S.S A14GLE EXTENDS BEYOND p HOST STRUCTURE WITH _ _ AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAI) w ti _6 EI D �— 1/4'•0 ELCO UL7 RACON TO CONCRETE/CMU w %'llELCOULTRACONSAT 6", EXTEND ANGLE TO EXISTING CONCRETE HOST � �, 5"O.0 W/1-1/4"MIN.EMB. ¢ !s 3"FROM ENDS AND 4'D.C. OR 1/4"0 LAG SCREW 9'-O.C.W/1-7/B" NEXT TRUSS. w w 2-1/2'MIN. STRUCTURE(3006 PSI MIN) LID FOR BALANCE WITH 1314' MIN.EMB. IN WOOD SO-0.4 2 70 0.55 r Oro MlN EMBEDMENT AND 2S4' MAX•DESIGN LOAD AT 5'-0"MAX SPAN1 EXISTING CONC.RE1E• 1� =F 2vp 4aw will F MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR L7�2'^C 0IP7IC•R1MRLEEWW/E STAGGERED WRH 3'MIN. MAIL DESIGN LOAD AT 6'-D'MAX SPAN: WOOD FRAMING.SEE x z a z,,x 5 x ANGLE 16167 a o a 15-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCIiED. ALUM ANGLE(6063-761 BASED ON TYPE OF I'' SCALL. HD BUILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD x PACE 099M►tlOfll SCALE•NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION 99 SCALE+3"=1'-0" U SCALF 3•'=1'-0" 1 xxAnOD v;e. EXISTING CTURE 1/4-'HURT ALT.LEG DIRECTION IALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 47j�/j!�•`{i EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM 12'MIN FROM EDGE OF ACCORDION -ROUND WINDOW 1/2• SPACING,AND 3'MINIMUM EDGE DISTANCE �_ '•Ipgy / EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY I AX (2)6063-TG ALUMINUM = uw//.•NN�� ` 6549 70P OR BOTTOM 32" PER PAN TUBE SCHEDULE SPAN SIZE - 0 - EMBED. I SPAN TUBE PER DESIGN SCHEDULE EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ O '.•• E l2i��i SHUTTER BLADES 12'O.0 OR x14 x 3/4'SMS 6"O.C. • TYPICAL II_ 1/2"MAX.316 w2.875"0 HOLE(TD RECEIVE MIN.G1A55 13 w zL�ROUND WINDOW ASSEMBLY) IXISNNG EPARATION S28MAXIMUM OF 3 WINDOWS GLASS ORPER EVERY OTHER BU10E DOOR N� 1 LIGHT-N-VIEW WINDOW9 ow m 3"MIN a z EDGE rY/2"MAXMA% �w a �G 8 N.T.S. EXTERIOR ELEV m m DISTANCE I}L N N 5 6IT LL d' V' 3 16 1/4"MAx.TROM PIN GUIDE rn 00 TO BUSHING WASHER(TYP 1 q wa 0 ACCESS -1/4-20 MACHINE BOLT W/NUi I/Z' HOLE 12'O.0 OR 014 x 3/4'SMS 6'O.C. rn P 2.875.0 HOLE TO SPAN TUBE PER M w RECEIVE ROUND EMBED. I DESIGN SCHEDULE WE NDOW ASSEMBLY I/2' (2)6063-T6 ALUMINUM 1'6 �T1AX. ANGLESPER BEAM END,SIZE 7 6 EXISTING 1 PER SPAN TUBE SCHEDULE ,b� cc d HOST 1 4'0 THRU BOLTS SEE BEAM Zm STRUCTURE SCCHEDULE FOR REQUIRED NUMBERS -.o 1 4"ALL POINTS SOLID SET ANCHORS WITH 7/0'MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF SPACING,AND 3'MINIMUM EDGE DISFAFICE C p o,12s^ }}o.1zs 0.032' 0.032'{ MAX.DESIGN LOAD=t 72 PSF 3 SPAN TUBE SECTION "ggSS N.T.S. VERT SECTION SPAN TUBE SCHEDULE h / F r \1 I ALLOWABLE TUBE NUMBER OF ANC14OORS PER MMIMUM ANOIE g I I ROUND TUBE SHUTTER! BPAN Tm"OLTS ANGLE___ LENOLH ■ 11 + WINDOW SME Top ASSEMBLY -TO, TUBE I eTUBE TUBE BTUBEM TUBE BTUBEM TUBE 8TUBE ` 1 fAl' 123.8' 135.2 2 2 2 3 4' 7" 6i? rx61 BB' 101.1' 106.9• 2 2 3 3 T \ 0.126 123' SILT 9/.4' 2 2 3 3 T 'r ta BO' 129.1" 67.0' 2 2 --2 - 3 4' T' \ BB' 114.6_ 124.1' 2 2 3 3 T! T \ / \ 0.126' 123' 102.6" 109.8'• -•2 - 2- 4 ----"4'-'- "70" 00" 138.0" 198.8' 2 2 3 3 �y 96• 122.r 185.1- 2 2 3 4 7' 03.250" ) 173' 116A' 137.6" 1 2 3 4 9 10• 13' 80' 188.1' 240.0' 1 2 3 4 7' _ 1_0' g Ftl 2`[10't -BO• 1406'_ 228.?-2 _3 -- 4 8 10' 18" rr 0.1676' �-- -- - LIGHT-N-VIEW WINDOW \\ / '�' 132.T X1.1' 4 s 7 13• 19' .�� fAP11E3RRWRLBMdOFE 29 N.T.S. SABIC PLASTICS SLx1431T-UL-94HB - x x x SPAN TUBE SCHEDULE NOTES:"ANGLES FOR 2'x5"&2'x6"BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"&2'x10'BEAMS. Jo _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. F�.PI• I1nY N 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, p�9 ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARELNOT ALLTHE OWED. O 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE PAANKLBDIxuIUU�F.E 549 'PE0016 till .ak 2.5'MIMEOGE,PI9TANCE G Spens Up To 6•-0" $pan.UpSo�6'-3" $oam Vo To L210" r� LOAD CONN TYPE CONN 7YPE,�•'.�PCONN TYPE (�`: •Q S= ANCHOR_ (�O Cl C2. C3 C9 CS CL C2 C3 C4 C5�� CS C2 C3 C4 cs NO PEOD4 rEtkii, 43 16.0"16.0"15.0.16.0"18.0"18.0'18.0" 9.0' 13_0 Y6:0.'16.0" 9.5" 5.5" ULTRACON1WlTTi�L=3(Ij 53 16.0"16.0"10.5'14.5.18.0 116,0'12.0 7.0" 10.5 16.0"15.0" 7.5' 4.5 7.5' 10_5. -"O * p..N}} EM@ED(3192p`5 MtN'CONC) 62 16.0"16.0" BS" 12.5"18.0_16.0 9.S' 5.5" B.5" 15.0"15.0" 7.5" 4.5" 7.5" 10:5" -7 QFI�p fl, _++earrmem="! _70 16.0"13.0" 7.0" 11.0 18.0"15.5" 0.0' S.0" 7.5' 11.5"15.0" 7,6" 4.5" 7.5" 10.5" 7 / B C-HG INA TIOt1.O •. STATE O ? 8 100 19.0" 7.5" 9.5" 7.5' IO.S"15.0' 7.S' 10.5"15.0" 7.5" 4.5' 7.5" 10.5'" 2 x 5(TYP. 9 / 10 C014BINATIOIri; 1/4'MILLENRIH MILLFAST _ <ORIO , 43 10.0"47. 4.5" 5.0'16.0"IG,O"16.0'f6.0" 9.0'• 13.5'16.0"16.0" 8.5 5.5 9.0 13.5 'ist9 WITH 1-3/4'EMBED(3275PSI 53 16.0" 1.0"15.0"16.0"16.0"11.0" 7.0•• 10.5"16.0"13.5' 7.0" 4.S' 7.5 9.5 0 /,j_NAL Vl MIN CONCRETE) 62 18.0'• .5" 13.0"16.0'16.0' 0.5" 5.5" 9.0" 13.5'13.5" 7.0" 4.5" 7.5" .S11. AI :n� ��Q _70 16.0" .0" 11.0"16.0"14.0 7.0•' 4.5" 8.0" 10.5"13.5" 7.0^ 4.5" 7.5" 9.6" {J of gg _ 10D 13.5" .5" 7.S' 9.5" 13.5" 7.0 4.5 7.5' 9.5" 13.5" 7.0" 4.S" 7.5" 9.5 I 73/4'ELCO CRETEFLEX 5S4 4316.0" .0"16.0"16.0"16.0"16.0"13.5 16.0"16.0"16.0"12.5" 8,0" 13_0"16.0" x . 7x S ITYP.1 LnW/2-EMBED(3350"MIN 53 16.0" 60 18.0"16.0"16x"16.0•'10,0"15.5'16.0"16.0"10,0" 6.5" 11.0"14.0" W CONC) 62 16.0" 2.5'16.0"16.0"16.0"12.5" B.0'• 13.0"16.0"16.0'10.0" 6_5" 11.0"14.0"70 16.0" 0.51 16:0_'16.0"16.0"10 5" 7.0" 11.5'15.0"16.0"10.0" 6.5" 11_0"14_0" NXmu�100 16.0"10.0 8.5 13.0 14,0 38.0 10.0 6.5 11.0"14.0"16.D"10.0' 6.5" 11.0 14.0" ow 3'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHON SCHEDULE SPACING %D 13 c1 Q c7 c4 cs ci ca c3 w cs cl a c3 ca cs` SPACING DIAGRAM FOR C2 & C� CONNECTION TYPE: 1/4'DW TAPCON OR ELCO 43 15.0"16.0" 7.5"1 B.U" 16.0"16.0'116.0" 5.0" 5.5" 16.0"16x" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE Ci ULTRACON WITH 1-3/4" - 53 15.0"116-01115.5-16.5. 16x"16.0"32.0, 4.5" 18.0"14.5" 7.5" 10.0" ANCHURS ONLY EMBED(3192pli MIN CONC) fit 16.0"155 4.5" 5.S' 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10,0" _ C4 CONNECTION TYPE USING PIECE ®WITH ' 70 16.0"12.5" 4.0 S.O' 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10_0" OUTSIDE ANCHORS ONLY 100 14.5" 7,5 L0.0"14.5' 7.S' 10.0"14.5" 7.S' 10,0" A 1/4'MILLENIUM MILLFAST 43 16,0"16.0"11.0.13.5"16.0"16.0"13.0' 6.5" 9.5" 16.0"130' 7.0" 4.0 6.51' 10.5" W 43 1 WITH 1-3/4•EMBED(3275ps1 53 18x"l6_0" B.0" 11.0"16x"16xT' 9.0" 5.0" 7.S" 16.0"10.5 S.S" 5.5" 7.6 ANCHOR NOTES: MIN CONCRETE) 62 16.0 115" 9.0" 9.0' 16.0"13.5' 7.0" 4.0" 6.5" 11.0 10.5 5.5" 5.5" 7,5" r" E w 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y ru 70 16.01• 9.5" 5.S" B.C. 16.0"11.5"15.5', S.5^ e.5•• 10.5" 5.5 5.5•' 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 100 10.5" 5.5" 5.5' 7.S" 10.5" 5.5 5.5 7.5 10.5 9.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pa g M P3 _ 1-3/4'FON EDGE OLSTANCE Z'�• !t Z 1/4'ALL-POINTS SOUD•SET Cl C2 tl c4 CS Cl a C3 C9 CS Cl C2 C3 GI CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, .m u ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR '� 1/4-20 SS MACHINE SCREW _43 16.D"16.0' 8.5"XU1.04716.0':16x•32.0" 5.5 7.5 16_0 12_S' 6.5" 3.0" 5=0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000pt1 MEN CONC) _53 16.D"15.0" 6._5" 16.0'•16.0' 4.0" 6.0 15_5 10_0" 0" 4.0" 7.0" THAN OR EQUAL TOSHUTTER SPAN. E62 16.0"11.0"5.0" 16.0•'12.5 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAIL$FOR IDENTIFICATION OF Cl)NNECTIONTYPE.711 16.0" 9.0" 9.516.0 10.5 5.5 3.0 4.0" B.0" 10.0" 5.0" 4.0" 7.0" 3 100 10.0" 5.0" 4.0" 7.0" 10.0' 5.0" 9.0' 7.0" 10.0" 5.0" 4.D" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g 3/4'ALL-POINTS 50110-SET - - ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS CI C'2 C3 C4 C5 C3 C2 C3 G CS CONNECTION TTYYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS 14ACHINE SCREW 43 16.0' 16,0"16.0 36.0 16.0"16.0"16,0"11.5"16.0"]6,0" 11_0 7.0" 11.0"16.0" R ' (300Dpel MW CONC) _53 16.0 16.0"13...1'16.0"LE 16.0"16.0"14.0" 8.5. 13.S"16.0"16x" a.. S.S' 9.5" 12.0 5. ALL CONCRETE ANCHORS SHALE!BE 1N5TALLED TO NON-CRACKED CONCRETE 62 1fi.0"I6.0" 16.0""16.0 16.0 11.0 7.0 11.0 36.0 16.0 8.5 5.5" 9.5 12.0 ONLY. S •F[] 7C 16.0 1S.0" 9. " 5.5" 9.5 32.0" Fi 100 16.0" B.5" 5.5" 9.5"L12.0116.010.5"15.5" 9.S' 12.0"16,0" 8.5" 5.5" 9.9" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE EDMErINSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2-5/8•MIN EDGE DISTANCE - LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 3/4'POWERS 55 DROP-IN FINISHES. W/114.20 SS BOLT AND Cl C2 tl CA C5 Cl C2 tl C4 C'S Cl C2 C3 C4 CS 1'EMBED(3000ps1 MIN 43 36.0"16:0"I4.D"16.0"16.0""116.0114.0"10.0" 32.5"L6-0"14,0" 7.5" S.D" 8.0" 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS SS CONC) 53 16.6"16.0" 9.5" 14.0"16.076.0"11.5" 6.0 4.0" 7.0"0.0" MEMBERS NOT PL`WODD FASTENING TO PLYWNTOOOD I5UACCEWPOTABLE FRAMING NLY WR pSSS 333 4 ��I 62 16.0"12.5" 7.5' 12.0"18.0' 11.5" 6.0" A.0" 7.0" B.0" e "H^�' 70 16.0 10.0" 6.5" 1D.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" IES" 6.0" 4.0" 7.0" 8�0" SIDE CLOSURE PIECES. 100 11.5" 6.0" 4.0 7.0 B.0" 11.5 6.0 4.0 7.0 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER U0 tC -1/2 MIN EDGE DISTANCE SHALL BE LOCATED 1N CENTER OF NOMINAL 2"X 4"(MIN.T WOOD STUD.3/4' 1/4•POWERS SS DROP-1N _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.lAG SCREWS SHALL n W/3/4.20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 tl C4 CS CL C2 C3 Gf C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. p 1•EMBED(3000ps1 MIN 43 16,0"16.0 15.0 16.0_16.0 16.0 14.5" 9.0" 13.5 16.0 15.0 7.5" 5.0" 9.0 12.d' 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN p A CONC) 53_ 16.0" 16,0"16.0"10.0" 6.5" 10.5"16.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER !f 62 16.0'1 13.0" 8.0" 12.5"16.0"15.0" 8.0"5.0" 9.00"" ]2.U"12.0" 6.0" 4.0' 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. ,i „70_16x"10.5,7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0' 7.5" 8.5 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. _.�-._____-_-- pp 100 32.0" 6.0" 4.0" 7.S' B.5" 12.0 fi3O" 4.D" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 6.5" _ _ __ _ _ 2•MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, R125M5 W/2•EYEWALL C3� C2 tl C4 C5 Cl C2 C3 C9 CS Cl C2 C3 CA C5 NUT OR WASHER WINGNUT. WPImITBWKLIEWWWRE ARMOR INSERT W/2 EMBED 43 16.0"16.0'11.5'14.0"16.0"16_0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5' 6.5" 13.5' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) 53 16.0"16.0"10.5" 11_0"16.0 16.0"11.5 S,S' 8.0" 16.0"14.0" 7,0" 3.5" 5.5" 10.0" 62 16.0"15.0" 7.0" 9.5" 16.0 16.0" 9.0" S.5" fi.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO BCAIri -� DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL r/ue pEsnlrrlpll� 70 16.0"12.0 6.0" 8.0" 16.0'14.5" 7.5' 4.0" 6.0" 10.5"14.0' 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOL�OW BLOCK _____ 100 14,D" 7_0_' 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S.S' 10.0"14.0" 7.0" 3.5" 5.5" 10.0" a125M5 W/2.75•EYEWALL �3 16_0_16.0 16.0'.16:0 16.0 I6.0"16.0"10.0"14.0 16.0"16.0"11.5':6.0" 9.5" ARMOR INSERT W/2.5' 53_16.0"16.0 _12_0_'16.0"16.0"16.0"35.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" Bx" 13.0" 9 EMBED(200Dpsl MIN CONC) 62 Y6_0'16.0" 9.5" 13.5"16.0'I6.0"11.S' 6.5" 9.5" 16.0"I6.D" 9.0" 5.0" 8_0" 17_0" @ 70 16.0"L6.0" 8.0" II.S'166 16.0" 9.5 5.5" 8.5" 14.0"16.D" 9.0" 5.0" 8,D" 130" 100 16.0" 9.0" 5,0" 11.0" 13.0"16.0" 9.0" 5.0' B.0" 13.0"16.0" 9.0" 5.0" 8.0" 17.0" . rKID10Elm Im Em EMIMEMEEEm- m I 1 11 mmmmmm • .�`�'� . ' • MUM • mmmmmmi OHIO Himmmmulmll w .j Milo•�mc� o mm ©mm' 'o©mo©� r' ° i ,. , i� i/ii/� aiiii . iaao,ilii r�aYi/.r/iii��/iii iii �/�i/�iii� ��� �/ a / %�� � iy�// i • j/i, /// .moi/ . . fa ,a,,a„ aaa„a, l,;o. ' tea,/ , wm aiaiiiai��/a/�i/i�aai _ is/i KU / iiii�a�� %//a//%/////.%//// %a///� / �� �� r ANCHOR W1 1-114”EMBED ,i��i� a/ai��i/a , ,�i/a,t WN/Monan ;y/,/ 111, oaeooe ■mm�©//mem©mo��o�m©mom©m©o�m©©m© oeoe�o ffm mEmE/m/..Fmo m�%///.%/a, - • ©©m© � AWN//%///%��i/a�aaii///moi%ate////////%////i/ / //iiia///aa/�/� INS PH i///• /'// 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK YRIWI LEENNNBX!P,E �11 i i t 1 I l2 11 PED046549 t 4 _ Z'MIN EDGE DISTANCE LOAD Spann Up To 6'•0" 5DBns UR To 8'•3" $pans Up To 12'•0"- ,� UC -•• CONN TYPE CONN TYPE CONN TYPE _•_ s ANCHOR (PSrf c1 C2 I C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 I C4 I CS 312 SMS W(2'EYE WALL Ii ARMOR INSERT Wj 1-1/4' 21.0"7.6" 3.5" 3.5' 5.0" _'p: 7{• ' EMBED 4.0" 4,0" 7,0' 7.0" 3.5" 33.5"' 5.00 i78 11.5'• 6.0" 3.5" 5.5" 125-"7,5" 3.5" 3S" S.Sr T:0"' 3S' 3.5- "-4�'•, S7�17E OF 100 3.5" ].5"S.tl"7.0" 3,5" 3.5" S.0' 7.0" 35" 3.5"5.0" m ANCHOR SCHEDULE. WOOD (G-0.55) `r,'sSi�NAL EN A� 3/4•MIN EDGE DISTANCE � �}QUQ{ t5 Spans Up To 6'-D" Sp�Tns Uo To 8'•3" ins UD To 32'-0" yS+K W LOAD " CONN TYPE CONN TYPE CONN TYPE W o W � O ANCHOR CY^, C1 s (P6� CS CZ C3 [d CS Cl C2 C3 C4 CS Cl C2 C3 C4 CSry 1/4"LAG SCREW WITH 1-3/4 43 16-0`416,0`111.5"l12.5"16.01 16.6"16.0" 7.S" 90" 16.0"15.0"14.S' 4,5• 6.0" 16.0" �'jj�'����[[ ''L�` MIN THREAD PENETRATION 53 16.0"16.01 B.$" 10,q"16.0"360"At, fi0_" 7,0" 18,0"16.0"11»5" 4.0' 5:0_16:0" VI Mg-H t; 62 26A'16.0" 7.0" 8.5" 16.0'16.0"14.5" S.D'_6.0" l66_0"160"11.5"4.0" S.0" 16,0" M W 70 16.0"16.0" 6.0" 7.5" L6.0"160"125" 4." 5.5 16A"16.0"SLS' 4,0" 5.0" L6.0" 0 100-16.0"11.5"4.0" •5.0" 16A"16.0"11.5"4.0"5.0" 16.0"36.0"31.5" 4.0' S.0" 16.0" .4 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"18.0"15.S" B,S' 4,5' 7.0" 15.S' B.6" 4.5" 4.5" 7.0" 1-13•MIN EMBED Q 1/4-20 53 L6.0"10.5" 5.5" 8.D" 16.0"11.0" 6,q" 3.5" 5.5" 11.01 7.0" 3S" 4.0" S.0" 55 F44QIINE SCREW 62 f4.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7,0' 7.0" 3S" 4.0" S.0" o ,Lmm� 70 12.0" 6.0"3,5" 5.5" 12.5" 7.5" S. 4.p�' S.5• 7.0" 3.5" 4,0" 5.0" a tC"'+ 100 T.D" 3.5" d.0" 5.6"7,0" 3.5" 4.0 5.0• 77..0+13.!s .o" 3.S" 4.0" SA" �+ 414 SMS OR 414 WOOD 43 16.0"16,0"12.5'�4P16.0"16_0"16.0" 8.0" 10.0"18.0"18.0"11.51 5A• 70" 16.0" SCREW WITH 1-3Jd•MIN 53 16.0"16.0" 9.0" f60" ,0"35,0" 6.0 8.0" 16.0"t6.ff' 95" 4.0" 5THREAb PENETRATION 62 16.0"16.0" 7.5 16:0"16.0_'11.5" 5.0° 18.0"16.0" 9.5" 4.0" 5.5' 13.0" maR®• 70 16.0"161" 5.S" 16.0°16.0"10.0" 4.5" 5.0" 14.0"16.0" 9S" 4.0" $.5" 13.0" h 100 16.0" 9.5" 4.0" S.S' 13.0"16,0" 9,5" 4.0" 5.5" 1 16.0" 9.5" 4 0" S.S" 13,0" - `n q n = som ANCHOR SCHEDULE, WOOD (6-0.42) =m 3J4•MIN EDGE DISTANCE ��`Ems Up To 6'-0" Spgns Up To Bt3" �20DA-up To 12 0" +l7' ANCHOR CONN TYPE CONN TYPE CONN TYPE �c s (PS9 C1 C2 C3 C4 CS C1 CZ C3 C4 CS Cl I C2 C3 C4 I C5 1/4'LAG SCREW WITH 1-314 43 15.0"16.0" 90" 10.0"26.0"16.0"16,0" 5,5" 7-W'116-0"160" 9,5" 3.5" 4.S' ISA" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.01,116.0416.0"12.5" 4.5' S.5" 16.0"15.0" 7.5" 3,0" 4,0" 11.0" d .^y 62 16.0"16.0" 5.5" 6.5" 16.0"16& 945"!3.5" 5,0" 1W 15.0" 7.5" 30"4.0" 11.0" d 70 !6.0"13.5"4.5" 6.0" 16.0"16_0" B.0" 3,0" i.0" 13.5"I5.0" T.5" 3.0" 4_,0"11,0" 1D0'15.01 7.5" 3.0" 4.0T ll.p"15;0" 7.5" 3.0" 4.0"11.0"15.0" 7.5' 3.0" 4.0_110" 424 SMS OR 414 WOOD 43 I6.0"I6.0" B.5" 10.5"16,6"26,0"32.5" 5.5" 7.Q" 16,01 13.0" 6.S" 3.5' 5.0"SQ.S' _. _ 3 THREAD WITH 1-3/4'M1N 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.S' 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 62 16.0"23.S" S.0" 7.0" 16.4"13.0" 6.5' 3.5' 5.0" 10.5"f0.5" 515 2.5" 4.0" 7.5" QWttg9Dm74m. 70 16, 0" 9.5" 4.5" 6.0" 1_6.0"11x0,"- 10.5'; 5,S'- 2.5" 4.0" 7.5" 100 14.5" 5.5' 2.5" 4.0" 7.5" 10.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK fill 4"MIN EDGE DISTANCE LOAD Spans NN IPE--0 Spans U.T.8'•3" SosnsU TD 032'•0" 0 ANCHOR (PsN CONN TYPE CONN TYPE g x Cf C2 C3 C4 CS Cl CZ C3 ( C4 CS CL C2 C3 C4 CS p 5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.p"16.0.16.0"15.0"16,0"16.0"16.0"15.0" 9.0" 14.0"16,0-- 2_1/4, id MIN,EMBED 53 16.0"16.0" f6�0"1101 16.0"16.0"f6�0"ROD" 7.5" 12-0"150" �S �ni.naa 62 16y0"16.0"14.0"16.0"1fi.0',16:0"150" 9.0�' 14.0"160"L6.0"12.0"7,5° t2.6"II6.0" k 70 160"160"11.5°35.0"16.0"16.0"12.5' 8.6" 12.5'16.0"16.0"�f2:0" 7S" (2.016.0_ t _W43 16.0"12.0"7.5�' 12.W'16.p_'16.0"12.0" 7.5" 12.0"16A"16-0"I22.0" 7.5 1-2.-o 16.01, S Sjl6"ELCOULTRACON W/ 16.0" .5" " " "10.5' 6.5" 9.5" 16.0"IIA" 5.5"2-1/4'MIN.EMBED 160"13.5' 7.5" 31.0"16.0"I4,0• 7.5' T.5" 13.5" 9.0" . D16.0"10.0" 6.0" 90"'160"110" 55" 65" 9.D" 9.0" j.J�'Z�39 9 0'e 80 8:0" 25.5" 9.5" / STS' T0" 9._ 5! "- 9.0, 5.5" 6.5" 9.0" 6.5" ►�. �I 2'MIN EDGE DISTANCE _ CS Q C3 fA (5 Cl C2 GT C4 CS _CL._- Z �C3 CA yS 3125MS W/2'EYEWALL 03 36.Q"26.0" 9.5'31.5"16.0"36.0"14.0" 6.0-- 0 .0" 8.0" 26.0"3•f.5" 7.5" 3.5" 5.$' 11.5" a�4 ARMOR INSERT W/2'EMBED 53 16.01 16,0" 7.0" 16.0"11.51 fi.0" 3.--14.50 " 8.5" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"LLS" 6.tl" 3.0" 4.S" B.5" 10.5'S.0" b.S' 60-IL-5.1 0"22_5" 6.5' 3.0" 4.5" 9.0" Ifs" fi.0" 3.0" 4S" 6.5" ANCHOR N07E5:SEE SHEET +•iu1 I-,u' _... 9 FOR ANCHOR NOTES. 1110 11.5" 6.0" 3.0'" 4.5" 8.5' 11.5" 6.0" 3.0" 4.5" 8.5" 11,$"•6.0" 3.0" 4.5" 8,5"