Loading...
HomeMy WebLinkAboutProduct Approval 1 _ \6 161 � Vie. �,��,P ��` • R S tl F - . �A Vie- t b BCISHome LogIn i UserRegistratlon HotTopic j Submit Surcharge Stats&Facts Publications FBCStaff BCISSiteMap Links SearchProductApproval �� rER:Public User p,...4o.�rs Product Approval Menu>Product or Application Search>Application List>Application Detail = L FL# FL13757-116 Application Type Revision Code Version 2017 Application Status Approved Comments Archived CI Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road 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 Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-OD46549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. s Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeoi.odf FL13757 R6 COI Indeo2.pdf FL13757 R6 CO] 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 Eouiv Eaillvl.odf FL13757 R6 Eouiv Eguiv2.ndf FL13757 R6 Eouiv Enuiv3.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 Dwgl.pdf 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 ai 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. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 IT Dwe12,pdf 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 Eval2.pdf 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 11 Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 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 BaUt Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-182a The State of Florida is an AVEEO 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 notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the Ilcensee.However emall addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS.,please click here. Product Approval Accepts: ® ' M CrP-J4 Card Safe I h -r 6.8 STREAMLINE SHUTTER 53W t,j:=s `,````,�i� 1!///f MK'DFMMRDD/P\E. ` GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING � •No PE004654 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE _ � - THIS SYSTEM MEETS MISSILE LEVEL"D"AN b INCLUDES ESSENTIAL FACILITIES AS DEFINED IN UNLIMITED WIDTH- 0 a i c ev ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION %� '•. STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE i F w m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE % 51S••......... REQQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 11509 OF THE Cl Oa 4! FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN !/ N rIA PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.3. TESTING g� 66�� III - ' 4., DESIGSAFEN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED 6Y A 1.5 (�� P��` S 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE RED FOR ALL WIND 8 `�& 9 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Putty VIEW W aN w CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND f�j(Y� N a: LOAD DURATION FACTOR Cd m 1.6 WAS USED FOR WOOD ANCHOR DESIGN. U71J/p�Ib/I(/p v w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE m e Q DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,.A DIRECTIONALM FACTOR OF Kd-0.85 m SHALL BE USED. B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICSITE 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME A a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER THESE-23 R THE FLORIDADOCUMENTS ADMINISTRATIVE CODE. 14��� 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 F� $ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 5 c a m il. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALor v t{ 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIl'I.,NED DATED AND TRACK z SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING Tim HER APPROVAL. LOCKING MECHANISM,SEE 13. EACH SHIP`ER AS SHALL BE PERMANENTLY LABELED WITH THE FuOLLOWING MINIMUM TYPICAL PLAN vlEws INFORMATION: TOWN&COUNTRY INDUSTRIES o g FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVELS 201 2 2&2 E1996 li E330 _SHUTTER ELEVATION FLORIDA PRODUCE APPROVAL NUMBER TABLE 2• 1 N,T.S. EXTERIOR E0 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. MINIMUM SEPARATION FROM GLASS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 N.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL R S � BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ d 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES 3 s 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER q 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS S 20. ALL DIMENSIONS SHOWN INCLUDE•POWDER COATING FINISH. s30'AB0VE >30'ABOVE S30'ABOVE >SWABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-618" 2.318' 1.518' TABLE 1: 99" 31/2" 1-7/8' 3-SM' 1-718" I TABLE 1 NOTES: 120" 4.1/B' 2- 4-114' 2' 1199_ ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" .4-7/8' 2' S" 2- p ya SHUTTER SPAN SCHEDULE'ABOVE ARE TABLE 2 NOTES: MAXIMUM ALLOWABLE DESIGN PRESSURES - ¢ SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 'fI AT EACH TERPORESPEC ATI SHUTTER SPAN. 2. NOW! DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY �7PttCWRAW[LEBffYZDODE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER �tT>� 15-2339 SITYTRRR DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ ! SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A - i PSF pg DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". tMs-DlAUPIIOIT: SPAN SHALL DE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30"SHALL 72, 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3W ABOVE GRADE,AND 1-5/8'WHEN>30' 09, 70 70 ABOVE G E. 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 120' 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144^ 43 40 E1996-09. Vj-rr PROIECTION VARIES `�\�Iit 7j7%PANNKL92- 0 GE N,VtW'rP f, 0.115"2.874' -1-• 4.074`MAX. `\� C�K L �+.`' T S D.125" 0.062" O.A50' ot 000, =* NO PE00q fi j 1.700'- 0.100• f 1.830" - t�'. 9 _ 1.708• 0.100• ri --T• 0.063• -�" * •Q V--Q" 0.195" 0.096• 0.195• -1- -T- .Q to -1 1---�- 'r 0.060" 0.07D• M 2.620" 'n'• STgT(.Op j 0.062" ". 1.993" 3.908 1.ORIDA w 0.610 � - 0.630• -} 0.062' ,a 1E �(I ' 1 i i.069"-} f�0.971" � }0.971" 1 0.343 Oj{/d l-��j 0.062 0.200' II 0.062" L� I)D60" 0" 0.143" ry -f- 711t}1.069" 0.200' = 0.630. FF��-- 0.630"`"�\ _ 0.06" 0.062-7"-�- 5.795"MAX. `SUPPORT LEG OPTIONAL 4069•-} D.200" 1 1.069"4 0.062" 10.200" W -5.745"MAX. 341 '1�z O WALL 02 BUILD OUT WALL O STREAMLINE CEILING TRACK 0J STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER/SELL o�d11 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S17.E �/ SCALE:HALF SIZE � SCALE:HALF SIZE SCALE:HALF SillR ID p M R WHERE SHOWN,SCREW BOSSES 9 FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874.1- {--2.655" 0.875' -2.195" I }--{0.510' 1--2195"-{ 1230' y 1 229" I I 0.305" 0.060" w=6 o.77fs_'_2.655• N jll7 (�r (; TI �I` .(..i ." II I I tOp ci °: g 1.0.105" ilZ.36Z'. 1.069' ri .831' , ri n fn �6 - f..f... � 0.044' NOTE:TESTED THICKNESS OF RE FA METAL W/O PAINT IS 0.039' O1 SILL O8 SILL ADAPTER O EXTENDED SILL Ip EYTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6.8 SCALE HALF SIZE STREAMLINE SLAT/BLADC `-, SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE _F t< 0.080" 0.477"" _1.570" 70 510" ,G60.143" 0.341• 0.8"30.143" 0.09 070' 10.245" 9 0.060"-h T tl 115. 0.090" b- 0.080' -0.117" ` g a 1, 0.000" a 0.049" 0.227" 0.682' 0.fi30` 0.060" 1 NPcm fINKL 0.693" tH�Nlg7)3 NOTE:THICKNESS OF BARE 2.822" L_1625" Y-�-0.693" � 15-2339 METAL W/O PAINT IS 0.039" 1 , _ 75 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP. Tgb WAIL SILL �y SCALE.HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF S12E SCALE HALF SIZE (j 99 c •1 y 9 ,i FRANK L BEAYIMDO P E ``, 1T II I11111/ IPfD016519 :�:;"' 41 0.614ZE " S STEEL .280'f-{ 0" NYLON WASHER OR `� ,..-•.' ��-r,,,�•, ALUMINUM LI o�LLN�HOLE 0.276' /'FO.BBONYLONS10 x 2-3/4"410 HT S.S. 0046U INSERTS SSW W/TC ULTRACOTE 7H 0.591" Sb9 O.OSWHEEL O r0.120_'_ol'• INTO COATING _ 10 N IT 1.100•-{ f-0.240' II IIr TRACK (TYP TOP d BOTTOM) N0.062"- �t1Y�•'.�pgrCp f HI _ i l TYP.AT EVERY OTHER ..11��If-1f0.750' NYLON BUSHING W/WASHER: L_C , jp V Y/iIOA� O = 0,870" 7/16"6 x 1/2'@ INTERIOR JOINT TOP / mil'i 0,154' O 137' �/INSIDE JDINiAT TOP. 7/16"0x1°@ INTERIOR JOINT BOTTOM // CEN1nSANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR //II t t7 Pin E'19 ROLLER ASSEMBLY HOUSING-ZINC DIC'AST,POWDER COATED EEaa 77 SCALE HALF SIZE 22 SCALE!HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 5t SCALE.HALF SIZE SCALE:HALF SIZE j}( �,c mS !I OR KEYlTHUMB TURN OPERATED INSIDE. lLL:1t IW1 ++9Ri f{G,zsa- L3 BRASS PUSH LOCK °,"tej SCALE:HALF SIZE N C A= R0.155^ 1.978• 01wu a R0.500• 4.0� - 0,2x6, - 0.623' -1.742 0.286" 1.603' .Cl 0.500" 1.710" 0.267' -7..224^- 1 r 0•790• 0.090" 0.319" 0.531' _ - 0,531" r 2.250" 0.2 O M .+ D.o9 t 6 0.250' T --`- o o \26 D7�"I iI" 0.116"J I}I + d �' r• 0.6 !,',fI 0.607' y I I I J-{ -0.224" 0.23 9' }-• ''' �I, m:i F' n ui r'"i fn N '�g C }--2.750•--1 T .000^---1 0.060• 0.496" I LO240' I:•,L7 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476 1a L' o 6 oOC SCALE'HALF S12E SCALE.HALF SIZE 0.160^ 0.222"-t t- D.240" 2m< 1.001 0,062'0,062- 0FEMALE.062' -0.376` w UNI ATE CK 30 SCALE:HALFDSI E 31 SCALE-HALF SIZE�MALE BOX TER 32 SCALE-HALLFDSIZEEI`JTER c -4-0.061' }--s.soo•x 13/16'w1oE } }6.400• a 67. 7/16 STEEL NUT LSTEEL NUT ESS � 0.125• � � . N -O.3BB• n�7- Ofi3D• 0,938" ••'1Y7 .gyp 5/16-18xl MACHINE SCREW d" ,ycoa I 5/16'PJ INTERNAL STAINLESS STEEL F �' 0.121' 4 4.500• _ I---}0.689" POWDER COATED ZINC DIE-CAST THREAD n(B 4 SECTION A HEAD STYLE VARIES mL 1.050.INWS MODEL 2TQ22 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW OOINDUSTRIAL SYS EMS SCALE-FULL SIZE SCALE-FULL SIZE 5 (OPTIONAL) j o.zs4• q0. 40b 40c35 DOX LOCK SCALE:HALF SIZE .319SCALE:HALF SIZE - '� END STRIP 1'• ! R� f-•z.Do6"--f 2" do 3" EXT p --•1.6zs• f-i.s0o"-{ "j�' -7rO.125- d D,O50' 0;093-;7 U•125• SCALE: HALF SIZE 0.175" 'jI' T I P �YYpM�� 0.005" 0 0 0.125' El 0.250` tv 0.093" ri a0P>mOtrFwNCLtfMWC6PE 1 15-2339 1 ►yc.oeersvmaFl . 20 ALT. 1" EN ANGLE D STRIP 21 1.5"x3"x0.093" 2g 2"x3"xO.125" ANGLE 2X7 ANGLE SCALE.HALF SIZE SCALE. 9 39 HALF 512E SCALE:HALF SIZE SCALE'HALF SIZE \\/IE6016! NNARDO P.F' ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 16"O.C. EXISTING DIST. GLAZING SEE END STRIfClP'' SCHEDULE FOIL FIPv,•: NO E004 �'•O I A .ANGLE EMBED -- y� SPAN WHEN US}AG: ONO AR EMBED. 17 ~ (INTERIOR) LEG D RECITON 17 II II 17 !_TL -f 1M WITH 21 TOR ZS'Q•• i 'O MIN.0.062"THICK 6U63 T6 ALUM. TL 30 ANGLE 1"x 1"MIN.TO 2'x S"MAX. 21 25 EDGJ 1 _ __ ___ (ANGLE LEG MAY BE REVERSED) Q (FASSTEN ANGLE TO TRACK W/ �F 1 1911 W= L DIST. ------- �3�8 ANY ANCHOR PER ANCHOR C26RNER TOP SCREWS BOTTOM;AND SCHEDULE @ is-D.C. U a W ATTACH TO 6.8 STARTER W/ =Ip t3 13 13 #12 x 112"GALVANIZED OR Z 13) #12 x 1/2"GALVANIZED OR S.S.SMS, S,S.SMS 3/16"0 ALUM.POP w N 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINE "i W 6.80"ITYP.I USE 1 BRASS PUSH LOCKOR(1) MACHINE BOLT B.NUT @18'o.C. ALTERNATE END STRIP DERAIL BOLT�LNUT018"O.C. �? () WITH 6.8 SIARI'ER AND ANGLE Ins (EXTERIOR) 5/16-187kiUM8 SCREW INTO THREADED ANYTRACKW/ INSERT 3»T AT L/3 SPAN TD 2/3 SPAN SCALE:3"=1•-O" O III g FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. H TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO p8F SPAN 6 SCALE 3"=1'-O" 1'HEIGHT. 1.g{O IZ.T� 62 OB72 " -82 F USE(11 BRASS PUSH LOCK Jo 1 2 7" ------------ OR lt)6/16-18 THUMB LOCOING DETAILS FOR 2'&O(3.7") 62 95" SEE END STRIP a NSERT 1770A7 1R13 Sp PDAN CENTER MA7E5 - SCHEDULE FOR MA%. " TO 2/3 AN FROM SHOWN ON RANDOM IB SPAN WHEN USING '8s BOTTOM OF SHUTTER 30 13 DETAILS 3'810(4.7') 72 efi q 20,40a,40b OR 40c, .. H4� a RECEI VINO MOLE SHALL BE O� Q 3/8"MAX WIDTH.UP TO 1/4" OR 6.B STARTER W 1"HEIGHT 30 ALT.1'H10_2_ 0 91 Ax. WITH 21 OR 25. 7.6 c (2.7") 82 ss' \ _ d 132 1 AST \ 0 a0 USE APPTER STRIP IE 12 76" 71.J��IIIII ` STARTER STRIP 70 ^g 000� '-- — 1.6"A3' 6 93" 0 7.0 PROVIDE CLOSURE ■O.OB3' qy� FOR 13 �( BUILDING CONDIRONS. 23 21 0 B' IL FASTEN STARTER STRIP o SIDE 0 TO TRACK W/121 HIORI" Q (INSIDE) SCREWS AT CORNER.TOP 46,oils" 2 120 ALTERNATE END STRIP DETAIL a BOTTOM ,�i ANY TRACK W/SCREW w SCALE.3"=1'-0" 60 1" BUSSES. 0 111' Ya¢ I ^a, SILL 1 a LL FU0.GREATER SPANS OR LOADS THAN W 911OWN IN END STRIP SCHEDULE,END C7 STRIPS REWRE A VXV.090'CUP ANGLE 1�-• to MID SPAN USING ANY ANCIIORDNTIIE EXISTING GLASANamS ^ ' 0 Z SCREWROR 11EDUIP S E TO END TER 0 I v 13 SCREN D0.LR-70 BOLT'fD ENO SIIIIP. 30 ,pow USE(1)BRASS PUSH LOCK USE(1)BRASS PUSH LOCK a1=� OR 11)S/16-1FI THUMB (INSIDE) OR I11 S/t6-10 THUMB 30 t3 .ma SCREW IN.[0 THREADED RRII R SCREW I O THREADED. a'- INSERT 37 A7 1l3 SPAN SILL S)D SI TU 2R/3 S�N FROM SPAN F'LK�]n BOTTOM OF SHUTTER a BOTTOM OF SHUTTER / (OUTSIDE) p( RECEIVING HOLE SHALL BE $ 3/8"1.1 WIDTH,UP T G ��1 1' HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE N, CCt DETAILS WO/CORNER POST -- NITS R .13 CO B COMRIO711MI- 1W00PE 13 SILL 31 215 13 3 (OUTSIDE) 15-2339 ` USE 111 BOX LOCK A7 1/3 5A SPAN TO 113 SPAN FROM FAQAD CIVI BOTTOM OF SHUTTER i TYPICAL INSIDE CORNER CLOSURE ' 99 I CC2 DETAILS WO/CORNER POST L9�� MULTIPLE SHUTTER ASSEMBLY SCALE.3"=1'-0" NTS d Q Ewa I $g IIl �t f0Al1X L DIUMARM,P,C Cl CONNECTION TYPE • REF5 ERENCEDULE F MA ANCHOR X. MOST STRUCTURE SPACING :.• _ Cl CONNECTION TYPE 1 MAX. - 1/4-20 MACHINE BOLT \ REFERENCE ANCHDR 1/2" _ W/NUT Cd 12"O C OR `�'• O \ SCHEDULE FOR MAX. ® 1t 14 SMS La 6"0 C -* SPACING r 1/2" (TYP,TOP&B07TOht) _ Lu bN ALUM. TUBE ��T-•, #S O 2 FASTENERS 6063-16 ALLOY I �� 5 OR 6 OR ` EACH ANGLE- SEE TABLE A FOR SIZE. A �J i ClS p ' I wo OR 6 z '/// . • 1 x 1 x 1/B ALTERNATE TIIRU BOLT -O IL .5� o I/ Cl CONNECTION TYPE PIN.GLASS G 0 w F� & OR 2"x_"x 1/B" ° r y REFERENCE ANCHOR g ALUM ANGLE -- --- II SCHEDULE FOR MAX SEPARATION 13 `I �¢mg SS - 1 PER TABLE 2 F3 Hqi,EOS 13 ( _ 1" �j. SPACING ' -4 Zw L,pt THREE 3/16"6 ALUM. ° GLA55 1'w POP RIVETS OR ° 17 —!lb I OR DOOR— X✓�-i- 3�"6 THREE 012 SMS,TYP. „•I I C (A 3/16-0 ALUM POP rd 17 RIVET OR 012 SMS ./ �l~7'- 1�DW 1B"o C.1TYP I `:I'._...... ---- '1<JfRN z O f5Q¢ TABLE A(co) _ � \'.` ---- � q2f� (]DR o1T w= PNFS9MFVSALLOWA9LEL6;5 t lw70 \ 0 Jut R MAY USE MALE OR — p� Y+12'xlv/8' 3Na olu FEMALE LOCH-SLAT w o P9F No 11/0 13 ALTERNATE THP.0 BOLT 7/4"MAX FROM PIN 62 330• IBB" C5 CONNECTION TYPE CI CONNECTIOIJ TYPE GUIDE TO BUSHING n 12{• 179• CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCF.'ArICIIOR REFERENCE ANCHOR ��":'"-I' WASHER ITYP.1 y � d SCHEDULE FOR MAX SCHEDVLE FOR MAX 92 119" STY PITS SPACING gg 92 119• 1..___Ifi/ 14x3/4'•SMS P 9"0.0 ANGLE TO TUBE CONNECTION w 102 Il0"_ 160" 0,� -- 2-x 2"x 125" Ol j 'd 120 lw 11T EXISTING HOST EMBED 6063-T6 ALUM TUBE B "I 9T 13l" TABLE B(Q9) STRUCTURE 5 CONNECTION TYPE 200 PRESSURE V6 Al1AWA8lELFNGfH FFdd g0' I11• Z70�UB^ 3")G"x " EDGE DISTANCE REFERENCE ANCHOR ITN W W SCHEDULE FOR MAX PSF W 0 WITH O SPACING 62 11]' 166^ FASTENER(@ 18'•O C. S 72 IOr 16r (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a B2 101" lar III ANCHOR SCHEDULE). SCALE=3"=1'-0" m 92 9S 139• 102 90' Or no 03• L22 0: h150 29" 109" / O w 2"x2 x - 13 FV LwO _ 090"6063-T6 O 3/16 RIVET OR U12 SMS ALUM TUBE TYP §u� IEPARATION = z u w (al le"O.C. OR 1/6-2V 17 ,_ PER TABLE ut o N 1 a � NUI&BOLT(TYP 1 3/16-0 ALUM.POP PJ � GLASS 2 C a., 'eee ej RIVET OR a12 SMS ia. OR DOOR on1- ALUM. TUBE £ n st a y 6063-16 ALLOY (m 16"O.C.(TYP.) SEE TABLE R FOR SIZE. x x 5"x 1/B'• 2 FASTENERS CONTINUOUS T EACH ANGLE ALUMINUM ANGLE 7-x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 THREE 3/16-0 ALUM 17 ORIENTATION TYP. 17 a 5 6 •G (pq ALUM.ANGLE,TYP 0 POP RIVETS OR 9 .6 17 THREE"12 SMS,TYP -- - 13)w }}(( 0 0 1"x 1"x 1/B" 4 CONNECTION TYPE �' OR 2"x 2"x 1/B'• t T _ FEFERENCE ANCHOR S 13 ALUM.ANGLE ` '' SCHEDULE FOR MAX j �° USE MALE OR FEMALE _ SPACING C0FV Ih9NRLIBIWWPF. —U LSE MALE —EXISTING CONCRETE. �Jr"2339 13 13 BLOCK OR WOOD FRAMING •uu1 (OUTSIDE) EE INSIDE SILL MOUNT SECTION EAM III S f1ON1 M12 x 1/2"GALVANIZED SCALE:3"-1'-U" CC4 TYPICAL CORNER CLOSURE DETA POP RIVE OR I/4-20 ILS DR R SMS,3/1 ALUM SIDE CLOSURE OPTIONS' T. �9 ZITS MACHINE BOLT 8 NUT SCALE:3"a 1'-0" FROK L05 NARIXII"'E C5 CONNECTION TYPE I 1 u9 1•�' 49 REFERENCE ANCHOR EXISTING ZO SCHEDULE FOR MAX STRUCTURE SPACING •1 0: 5"MAX 1/4-20 MACHINE 80L.T P• � ^ GLASS a ui CI CONNECTION TYPE �W/NUT @12"OX ALL.-* .•'�� GLASS O REFERENCE ANCHOR No OR DOOR F u u y OR DOOR----- F w_>> SCHEDULE FOR MAX. 19 fm SMS(&b"O C- - -azr 13 ]N Dom+ SPACING /2•• ITYP TOP&BOTT9M1 pN;*C MN 13 v)N u0.i GLASS N r `f3 - L £PARATION O-N a O•' T Isli 1/4"-20 THRU BOLT W/ GLASS X a m H14 x 1/2"SMS @ 12"O C PER x w z r k ' '�` ' zu LOCK NUT @ iT'"0 C OR EP PER E r r I- OR 3/16"0 ALUM POP TABLE 7 = O a Iqu o gOR 66D� '/�l5'S• 52 x 1/2"SMS@ 1T"O.0 E&WASHER(TYPI '?I- RIVETS @ 6"U.I. OR 1/!."B OR 3/1fi"0+ALUM P7 AIUM.POP RIVETS @ R"0 C. 0 In RIVETS@6"O.0 E '' w ��"1R 1/L'b ALUM.POP RIVEN 11 AND MN GLASS fI,�L 1/4"MAX FROM PIW SEPARANON 13 =L - ~@ 12'•O.0 C.S.--- I/4"MAX.FROM PIN ASSEMBLY GUIOfs'F�USHTNG PER TABLE2 wwI/2"TYP. TO ANO IOGUIDE D PUSHING WASHER ITYP1 - O= Y WASHERITYPI = zum H lu"ASSEMBLYP EXISTING CONCRETE, Y ]CONNECTION TYPE OR DOOR—II X Z OBLOCK OR WOOD FRAMING "' EDGE REFERENCE ANC1i0RSCHEDULE FOR MAXW--C4 CONNECTION TYPE DISCSPACING a REFRENCE ANCHOR SCHEDULE FOR MAX � CTISPACING AS SHOWN/ C3 CONNECTION TYPE IIJ DIAGRAM ON PG.9 W N '.�OR 6 OR G REFERENCE ANCHOR EXISTING CONCRETE, O1030 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING I/4"MAX FROM P!N SPACIIJG ALT FASTENER CI CONNECTION TYPE /2 GUIDE TO BUSHING �[7'] LOCATION.FRONT AND REFERENCE ANCHOR 1/21• WASHER l7YP.l IR u'E RACK ANCHORS NOT REO'O O INSIDE MOUNT SECTION SCHEDI.ILE FOR MAX 1/4"MAXFROM WITH THIS LOCATION SCALE+3"=1'-0" SPACING PIN GUIDE TO 5 CONNECTION TYPE BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR v~i S (TYP) A ?7 SCHEDULE FOR MAX ri p 0I J SCALE 3"=1'-0'• EXISTING CONCRETE, SPACING0@ a m� BLOCK OR WOOD FRAMIN EMBED / Ca BUILD OUT MOUNT SECTION g EXISTING CONCRETE, SCALE•3"=7'-0" E TYP 80TTOM BLOCK OR WOOD FRAMING q EDGE GIST. EXISTING a NOTE:FOR DETAILS A,B,0,ANp E ON THIS SHEET, / 4 COIJNECIIAN TYPE EMBED STRUCTURE $ THE BASE TRACK MAY tlE IfJSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONIECTION TYPE h3 WITH 1!4"GAPS.PRO VIDEO THAT EACH SECTION HAS w CO E SCHEDULE FOR MAX. REFERENCE ANCHOR •S y A MINIMUM OP TWO SETS OF ANCHORS ANO IS A m SPACING SCHEDULE FOR MAX S MINIMUM OF 12'"LONG.THE SILL OP.CEILING TRACK W 5 fi SPACING OUSED VER T IEHG TE BASE APS BETWEEN SECTIONS.E CON71NUDUS 3 15 7�jRO w 1/2" °1 a I=w 5 GLASSHIM j j 1$¢BI OR DOOR CiASS 13 1r- Nww w N 12 r.1/2'SMS LO 12" EPARATI0 = Y u r to 7 O O.0 OR3/16"O ALUM. PER N puiQ 13 j�NWw �TJj1 //HH F- N=O^ POP RIVET TABLE2 X. ❑Zr GLASS OR tyN.CiIAS StiZup1 I�si 9g r N w W OR 1/4•'D ALUM POP F C,Qa DOOR P P R4T '^17 O vl 4 7{{# 13 =i"'7 RIVETS @12"OC. PER TABLE XW�z� MIN GLASS m 00, \_ - Cc, 4 PER SEPTABLE 2 X ATION z g z ti O ANO )' '�N Q IX 4 1/4"MAX FROM PIN u 1/4-20 S S MACHINE L v 0. ASSEMBLY 1/2" GUIDE TO BUSHIfJG a d SCREW&IJUT Ld uQ 1^ 1/2' TYP. WASHER(TYP.) 1- 3 _ -_ ate' GLASS O � )/4':MAX FAOM PIIJ �Y tr OR DOOR 1/4"MAX.FROM PIN m '4 CONNECTION TYPE w q 1/2'• GUIDE R kTYP)1Jli }} g G GUIDE 1 U BUSHING w REFERENCE AIJCHOR O WASHER ITYP) b WASHER ITYP 1 EDGE OWAp7RByM(C61WppFE i•+ L SCHEDULE FDR MAX /. 5 6 EXISTING CONCRETE, GIST' SPACING AS SHOWN 2 CONNECTILN TYPE 15-2339 I r BLOCK OR WOOD FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR - BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX, aram OR - - SCHEDULE FOR MAX SPACING pmaosamp"ONl ••x 3'x 1/•,"CONT 3 CONNECTION TYPE 1J 12 X 1/2"SMS @ 12" SPACIIJG ALT.FASTENER EXISTING CONCRETE, 063-T6 ALUM.ANGLE „� REFERENCE ANCHOR Or DR 3/16"0 ALUM LOCATION FRONT AND BLOCK OR WOOD FRAMING AY BE REVERSED SCHEDULE FOR MAX POP RIVETS(al 6"D.C. BACK ANCHORS NOT REWO S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION 9q RIVETS @ 12"OF. CEILING INSIDE MOUNT SECTION O YJALL/BUILD OUT Op WALL MOUNT i SECTION E SCALE—/ $ SCALE I-I-0" _ SCALE 3"-.1'-0" SECTION O 3$ SCALE:3"=1'-0" MN GLASS ryX L 6ENIIM00,PIE GLASS SEPARATION 2 1111 OR 00013 PER TABI E7 13Qa ♦ 1§ a .;:j. 4i GLASS ORic, Ih•4 M DOOR !C _w.4 GLASS OR _�.: No P 004 5 I Iq w 0- u OUOR MN GLASS X N ^ SEPARATION --u rrnn <2 X MN¢A55 w w PER TABLE 2 ^73 LJ N I h'F SEPARATION I-J $TA Wr PER TABLE 2 a h Q n A• I •J�-_ JN J NN~' ICI J11i tO I se I YP 13 Qw¢v 1 u= moo= ?VZ 1/4"MAX FROM PIN GUIDE F u a CI CONNECTION TYPE 3 x w m W N 20 v a REFERENCE ANCHOR a J o z JwC o% J I N 10 BUSHING WASHER I T YP I <N SCHEDULE FOR MAX. T_ ua N a a �W jB� 7W01CREW WOOD ib2 .250E SPACING LAG SCREWS l�2A" C4 CONNECTION TYPE `1 O 0 C MAX WITH 2" REFERENCE ANCHOR / II Z50" b w �" Li THREADED PENETRATION 0 SCHEDULE FOR MAX 1D W "T-INTO CENTER OF 2X STUDS SI>ACING /�F �p IB H❑ B "T' R 14 SMS,LZ MIDSPAN BETWEEN /w Of, /w- ,1' STUDS FOR CRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD TUBE CDNNEC TION r STUCCO FINISH 1"x 4"x.125E 6063-T6 ALUM TUBE Ir O DECORAIIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DE(AIL w THIS DETAIL TO BE USED WHEN STUD SPACING N Q SCALE:3 1'_.0"EXCEEDS TI1E MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" V WALL MOUNT SECTION THIS DETAIL MAYNQ Yj SCALE a 3'e 1'-0" ALSO SE USED O n n AT TOP zm� � g ACCORDION SHUTTER D: �IFFjj311••G 6 PER PRODUCP APPROVAL Id o -GLASS °1 MN GLASS OR DOOR = SEPARATION J in _ 13 t3 APPLICAOLE AT X PER TABLE Ia Z TRUSS OR RAFUTER 0.421 ?S A AND OR BOTTOM a s X a LIL 24-MAX.O.C. 1-112'1-1C2" 2"OR 3" E N E In ay: MAITERIALFIN1511 11 1/2"MIN.- N 6 1/4'MAX FROM PIN GUIDE Z"x 5'"x 1/B"6063-T6 �' fII 55 2"X3"x __111III--- TO BUSIiIMG WASHER ITYP 1 )e"x CONTINUOUS OR F---- 2.175' 6 ALUM.ANGLE W/711REE ;J S -} I 1/4"TILE ITYPI 1/4"+D WOOD LAG i! iI �� w •. 4 2'x2'x)'e"xCONTIN0005 I FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM ThIREAOED I I $ e PLYWOUD pENETR '•i"IIJ WOOD 5 b iii9 0.9'MIN.THICK 6061-TS ALUM TRACK X (a FASTENED TO ANGLE WITH 1/4-20 a 1/4"9 A325 GRADE THRU BOLT(d 7"O.0 EACH RAFTER OF TRUSS. age ANGLE FASTENED TO E OR 5/16'0 A325 GRADE.THRU BOLT 21 12"D C IS S) 9 pg�Il EXISTING 3 X51 CONCRETE - / MACHINE SCREWS AT 3"FROM ENDS GALv OR S.S 24••O.C.MAX WHERE -- HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE ANGLE EXTENDS NOS BEYOND E D �— 114,"0 EL CO UL TRACON TO C ONE RETE/CMU LAST TRUSS MORE THA14 An Y4"OELCOULTRACONSAT EXISTING CONCRETE HOST 5"OC W/1-1/4"MIN.EMB. 6 . EXTEND ANGLE TO w C, 3"FROM ENDS AND 4'O.C. 2-1/2-MIN. STRUCTURE(3000 PSI MIN) OR1/4"W LAG SCREW LID 9"O.C.w/1-7/B'• NEXT TRUSS. FOR BALANCE WITH 1% MIIi EhIB. IN W OOD S @ 9 2 TO 0.55. /1- MIN EMBEOMENT'AND 2SS" MAX,DESIGN LOAD AT 5'•0"MAX SPAN: EXISTING CONCRETE. •J3 J Inww E MIN EDGE DISTANCE, i:62 P.5.F HOLLOW BLOCK OR STAGGERED MIN. MAX,DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING SEE 0WIRD OVISLADfWDOEE SPACING, ,TYP. t 52 P.S.F. gWCHOR SCI1E0 2"x 5"x l/B"CONT X z a z F ALUM ANGLE 16063-76) HO a 0:C 15-2339 • 0 ©UILDOUT MOUNT OASED ON TYPE OF Y aq - STRUCTURE v� suaa. SCALE-NT& IF,AX.DESIGN LOAD x 72 P S,F/ a �M,�p��pApAI Hb PASS THRU DETAIL SCALE 3 TRUSS MOUNT SECTION w + 1'-0" 9� C OK SCALE:3"=1•-0" $YY EXISTING HOST ALT.LEG DIRECTION 1� IIb1"j�RoO�'•E• STRUCTURE 1/4^ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .I✓j•�•'rI • 12'MIN FROM EDGE OF ACCORDION •ROUND WIHDOW 1/2 EMBED IN CONCRETE OR HOLLOW BLOCK,3^MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY ^: AX SPACING,AND 3'MINIMUM EDGE DISTANCE '' r TOP OR BOTTOM I (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE _T} EMBED. I SPAN TUBE PER_ DESIGN SCHEDULE �- a ACCESS HOLE �T .1 •! EDGE OF ACCORDION 1/4-20 MACHINE BOLT W/NUf CDQom•.•• y YE P SHUTTER BLADES - 12"O.0 OR#'14 x 3/4'SMS 6"O.C. �� 6�,A TYPICAL II-• 1/2"MAX. ///s�/sj (�1�'u4 Q1 • 5 6 3'MIN 3 16 m EDGE z x 2.875"10 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 =!H zX p ROUND WINDOW ASSEMBLY) IXISTING Q SEPARATION PJ uJ 111H J tu MAXIMUM OF 3 WINDOWS GLASS OR SC PER EVERY OTHER BLADE DOOR w 3'MIN � i LIGHT-N-VIEW WINDOW DIEDGEcE f1/2"MAXSTAN ' NN $ N.T.S. EXTERIOR ELEV x om I 5 6 zpw 7� L D O 3 16 1/L"MAx.IRON PIIJ GUIDE 10 0 4 TO BUSHING WASHER I YP I I�.I o F- ACCESS 1/4-20 MACHINE BOLT W/NUT 0 • "� '^Jw 1/2' HOLE 12'O.0 OR 0 14 x 3/4'SMS 6"O.C. % 2.875*0 HOE TO T- --SPAN TUBE PER w RECEIVE ROUND EMBED. I DESIGN SCHEDULP WINDOW ASSEMBLY 1- S' 1/2' �(2)6063-T6 ALUMINUM -{�•AX. ANGLES PER BEAM END,SIZE 5,� EXISTING -^ PER SPAN TUBE SCHEDULE h ¢I HOST 4'0 THRU BOLTS SEE BEAM zm STRUCTURE 5CHEDULE FOR REQUIRED NUMBERS _ -a 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN E EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM y SPACING,AND 3'MINIMUM EDGE DISTANCE y c � 0.125' 0.032" 0.125' 0.032" MAX.DESIGN LOAD=I 772 PSF S 3 SPAN TUBE SECTION v 0.196' / 8 N.T.S. VERT SECTION p�ti1 SPAN TUBE SCHEDULE h FNUM8eR OF NUMBER OF r 1 AILOWABAN MUMANGUS 711(3UAOl ANGLE MM LENGTH TUBE SHUTTER . ANCHORS PER p I s" ROUND SZE SPAN BOTTOM _-P-T BQTT[kA+ WINDOW TOPfBOTOM P BG7TOM TO El ASSEMBLY TUBE C I■pp1 TUBE TUBE I TUBE TUBE TUBE TUBE TUBE 4 / n 2'a6k �• 123.9' 135.T' 7 2 2 3 / e 0.125' Be' 101.T• 708.9' 2 2 3 3 T T I a A 123^ 89.9' 94.4• -2- _-2--3--_3- 2kek eo• +ze_7• 167D• 2 2 z 3 4' r ���� �[ / / \ 0.126' 114.8• 124.T_ _ / 123' •02b' 109.0• 2 2 4 -4 IF 10- Ei`p 138.0' 198.8' 2 2 3 3 7- 7" _ e1 QJ2.B75' }-}0.188• ( I 123^ 115.4' 137.6' 2 3 4 0 2g 96' 7227• 1B3.7' 2 2 3 4 7• 10, 03.250" ' 5 1P 13' BO' 148�1•- 240.0' -2 -2 3 4 I 7' 1_0^ 7 0156' �• 14D.8' 228.9' 2 3 4 8 10• To,LIGHT-N-VIEW WINDOW / '�' "� 2D3.r 5 13" I n \ / SPAN TUBE SCHEDULE NOTES: wPO�RBVML@MWPE 29 N.T.S. 'SABIC PLASTICS SLX1431T-UL-94H8 - �17S�2Tx-3 x x "ANGLES FOR 2•x5"&2"x6•BEAMS. 15-2339 2. USE SEAS 114"ANGLES FOR 2'x8"&2'x10'BEAMS. scxam _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. twat op�cgl�r�xi 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UNITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND z BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 i ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP 7. ALL BEAMS AND ANGLES ARE NOT OTOE E 6063-T6 ALUMINUM. n ANCHOR SCHEDULE: CONCRETE rRD,KL6EI,RAR6o,P/E III r1 PEOD16549 _ 25^MIN EDGE DISTANCE -"' r G LOAD Spans Up To 6'-0" Spans Up To B'-3" Spam Up To IY O'. - d1L�� ANCHOR CONN TYPE CONN TYPE CONN TYPE MIA (I�n Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl Cl C3 C4 CS �+IC •' .Q i/4"LIW TAPCON OR ELCO ,_43 I6.0"16.0"15.0_L8.0"16.0"4111�2. 0" 9.0" 13.0"16.0"16.0" 9.5" 5.5" 0.5" 14.5" - No PE004 ULTRACON WITH 1-3J9' _53 15.0"16..0"l0,5"14.5'16.0" 0" 7.0" 10.5"I6.0"15.0" 7.5" 4.5" 7.5" 10�5" = rn O N EMBED(3192ps1 MIN CONC) 62 16,0"18,0" 9.5" 12,5"18,0_ ' S.5" "", 15.0••15.0" 7.5" 4.S' 7.5^30:5" _� Z �� � 70 16.0"17.0" 7.0" I1.0"18.0" " 5.0" 7,5-' 111"15.0" 7.S" 4.5" 7.5" 10,5" 7 / B COMBINATIO Q100 19`0" 7.5" 4.9"7.5" iD.9" " 4.5" 7.5" 10.5"15.0" 7.5" 4.5' 7.s- 10.5" 2 x S(T M-T STATE C 10 C01481NA710fj F 1/4'MILLENIUM MILIFAST 43 I6,0"16.0"15.0"16.0"IG.O" '• 9.0" 13.5•16.0"16.0" 6,5" S.5" 9.0'• 13.5"WITH 1-3/4'EMBED(3275p51 93 18.0"16;0"11. ,0"16.0" 0" 7.0" 16.0"13.5' 7.0" 4.5" 7.5' 9.5" MIN CONCRETE) 62 16.0"15,0" 8.5.13.0.16,0•'16.0• 8.5" 5.5" 9.0" 13.5'13.5" 7.0" 4.5" 7.5" 9`5" O / NAL I/ _70 18.0 12.0 7.0" 11.0"16.0"14.0" 7.0" 4.5" B.0" 10.5'13.5"7.0' 4.5" 7.5" 9.6" //1/111111 ___ _100 Ir.3"7.0" 4.5" 7,S' 9:5"13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5"9.5" 1/4'ELCO CREIEFTEX 554 93 16.0"16,0"16.0`16.0"16.0"16.0"16.0 13.5'16.0"16.0•'16.07i 12.5" 8.0" 13.0"16,0" I w,L(�1(y W/2-EMBED(3350ps7 MIN 53 ILO"36.0"16.0"16,D"16.0"16.D"16.0"IO,D^SS.S'I6.0"16.0"10.0" 6.5' 11.0"14.0" 1 x 5 fTYP.I 2 x 5(IYP.1 i.7 N.J CONC) 62 16.0"16.0"12.5'I6,0"I6.0"16.0"12.5" 0.0" 13.0"I6.0"16.0"10.0" 6_5" 11.0"14,0" S W rI A 11i1L1LY� �70 16.0"16.0"10.5'16.0_'16.0"16_0"10.5" 7.0" 11.5'I5.0•'I6.D"10.6, 6.S' 11,0"14Z0" N V 6�100 I6.0 10.0" 8.5" 11.0"19.0"16.0"30.0 6.S' 11.0"1A.0"16.0"10.0" 6.5" 11.0"14.0" ow LLSWI N I'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING �q C1 a c3 c4 Cs Ci a c3 C4 C5 u CZ c� rn a SPACING DIAGRAM FOR C2 & C4 CONNECTION 1YPE: 1/4"DIN TAPCON OR ELCO 43 36.0 16.0 7.5" 8-U" 16.0"16.0"36.0" 5.0" 5.5" 16.0"16.0" 9.0.. 3.0" 4.0" 14.0" _ [2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ly ULTRACON WITH L-3/4" 53 5_I6.0^16.0" S.5" 6." I6.0"16.0"12.0" 4.5" IG.O"14.5" 7.5" 10.0, (a`4e EMBED(3192p61 MIN CONC) 62 16.0"15.5" q:5_ 5`5" 16.01,16.0" 9.0" 4.0" 34.5" ANCHORS ONLY 14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE �e WITH I` 70 16.0"12.5" 9.0" 5.0" 16.0"15.0" 7.5' 11.0"14.5" 7.5- 1D,D" OUTSIDE ANCHORS OIJLY 100 14.5 7.5 IU.O"14.5 7.5' 10.0"14.5" 1 10.0" 114 MILLENNMMINFASi 43 16,0"16.1T"]],0'13,5"16.0"16.D"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.D' 6_5"10.5" WITH 1.3/4'EMBED(3275PSI 53 38,0"16.0"_8.0" 11•_0"16.0"16.0 9.0 5.0" _7.5" 16.0"10.5 _5.5" 5.5" 7.5" _ W ANCHOR NOTES: _ it MIN CONCRETE) 62 16.0'T 11.5" 6.0" 9.0" 16.0"13S" 7.0" 4.0" 6.5" 11.0'10.5'. S.S" 5.5•' T K Imo. 70 16.0" 9.5" 5.5" B.0" 16.0"IL.S" S.5" 5.5" 8.5" 10.5'• 5.5" 5.5' 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 100 5.5" S.5' 7.5" 30.5" 5.5' 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 0E LIMITED TO 71105E SHOWN IN TABLE I(Pg 1). INNNllirl illl�•�"V`•'i 1.7/9'F1IN EDGE DISTANCE Q-p�R•I!' ANC OR W/I7/ EM89D ET ------ - -- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, zm< u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Ci C2 C3 C9 CS Cl C2 C3 C9 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4-20 SS MACHINE SCREW 43 16.0"L6.0' 8.5" 10.5"16,0"16.0"SZ.O" 5.5_- 7.5" 16;0"12._,5" 6�5" 3.0" 5.0'• t0.0" ur a - - - - EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000p11 MIN CONC) 53 16,D"15.0" 6.5"8.0' 1fi.0"16.0- 8`5" 9.D" 5.0I 15.5"10.0" 5.0" 4.0" 7.0" TWIN OR EQUAL TO SHUTTER SPAN. E 62 16.0"11.D"5.0"ARM ILS 6,5' 3,5" 5.5" JO.D"10.0" 5.0` 4.D" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OFC'ONNECTION TYPE. •� 70 if 9.0" 9.5" 6.0" 16.0"10.5" 5.5" 3,D" q.0" B.0" 10.0" 5.0" 4.D" 7.D" 100 10.0" 5.0" q.0" 7.0" 10.0" 9.0" 4.0` 7.0" 10.0" 9.0" 9.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLAW CONI]IETE 0 5 1/4-ALL-POINTS SOLID-SET �_ 3'MIN EDGE DISTANCE BLOCK OR W000 FRAMING.REFERENCE ANCHOR SCHEOUCE FOR P1i0PER } ANCHOR 7IPE ANCHOR W/7/6'EMBED R CI C2 C3 C4 CS CI CZ C3 C9 CS CI C2 [3 CA LS BASED ON TYPE OF EXISTING STRUGIIIRE AND APPROPRIATE CONNEGIION TYPE.SEE CONNECRON DETNLS FOR IDENTIiICATION OF AU{1/4-20 SS HACHINE SCREW 43 16.0' 16.0"16.0"16.0"16.0"16.0"16;0"11.5"16.0"16A"16.01 I1.0" 7.0" 11.0"16.D" CONNECTION TYPE. (3000ps1 MIN CONC) _53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.5'16.0•'16.0" 8.5" 5.5" 9.5"12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE h 62 16,0"16.0"I0.5^16.5"16.0"L6,0"1I.0" 7.0" I1.0"16.0"16,0" 6.5" 5.5" B.S., 32,0" ONLY. E •F[] 70 16.0" 8.5- 9.0" 9.5" 16.0"16.0" 9.0" 6.D" 10.0"13.0••16.0" B.5^ 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED F, 300 16.0" B,5" 5:5" 9.5" 12.0"16.0" 8.S' S.5" 9.5" 12.0"16.0" e.5" 5.5" 9.9" /N ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT rs` 1/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4.20 SS BOLTAND Cl C2 L3 C4 CS C3 C2 © C9 rs Cl C2 C3 C9 CS FINISHES. 5 1"EMBC-0(300ppsl MIN _43 16.0"L6.0"14.0"16.0"16.0"16.0"19.0" B.0" 12.5 16.0"14,0" 7.5" _5.0" 8.0" 51.5^ 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS @ 9� t CONC) 53 16.0'16.0"_9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0 16.0"11,5" 6.0^_4:5" 7.0_ (1.0. VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQDATE WOOD FRAMING 9 6` 4 62 16.0"12,5" 7.5- 12.0'T 16.0"14.5' 7.5" S.0" 8.5" 11.5"11.5" 5.0" 4.0 7.0" B.0" MEMBERS ORE PLYWOOD.FASTENING TO PLYWOOD L5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. QIm" a• 70 16,0"30.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5' 6.0" 4.0" 7.0" B.0"100 11,5" 6.0" 4.0" 7.0'• B.0" 33.5' 6.0" 9.0" 7,0" B.0'•11.5' 6.0" 4.0'• 7.0" 6.0- B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENERt/4•POWERS SS DROP-IN _ 3.1/2 MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"z 4' MIN.77 WOOD STUD.3 4- EDGE DISTANCE ISACCEPTABLE FOR WOOD FRAMIN�. LAG SCREWS SHA�L >�W/1/4.20SS BOLT AND CI Q C3 C4 CS CI C2 C3 GS C5 Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1•EMBED(3DOOpsI MIN 43 16,0"16.0"15.0"16.0•'16.0"16.0"14.5" 9.0" 13.5"I6.0"15.0•' 7. 50" 9.01, 1CONE) 1610"ib_0 100,0"6.5" . . 6.0" 9.0 7.5" &5 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN16.0'''13,0" 9,0"12.5"16,0"15.0' B.0"5.0' 9.0" 12.5"12.0" 6.0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFERFi--.� HFAD(SIDtYVAU(BOUT),U.O.N.LT'---m"^ 70 16,0 SOS,7,0" 11.0"16`0"12.5" 5.5" 4.5" B.D" 5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USFS• 7.5' 8.5" 12.0" 6.0" 4.0" 7.5" 8.5 12,0" 6.0" 4,0" 7.5" B.5" 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �Sa R325M5 W/Z'EYEWALL CS C2 C3 C4 CS Cl C2 C3 fR CS CI Q C3 OL CS NUT OR WASHER W1NGNlUT. ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5 1q.0"I6.0"16.0"I6.0" 7.5•' 30_0"16.0"16.0"-9.0" 4.5" 6.5" 13.5' mOeRYKLIbR�fmOPE (Z000ps1 Mtn OpBc) _53_16.0"16.0- 6.5" 11.6"16A".i6.0"_11.5' S.S' 6.0" 16.5"14.0" 7.0 3.5��5.5" 10.0" 11. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHORSCHEDULE, 155-2339 62 16,0"15.0 7.0 9.5" 16.0"1.6.0' 9.0" 4.5" 6.5" 14.0"19.0" 7.0" 3.5" 5.5" ID.O'• 12 WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO 0e•.,.. _ f1=� 70 16.0"12.0 6.0" B.D" 16.0"14,5" 7.5' 9.0" 6.0 10,5' 14,0" 7.0" 3.5" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL 100 144D" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S.S' 30.0"10.0"14.0" 7,0" 14�0„ 7.0„ 3.5" 5.5, 10,07.0" 3.5" 5.5' 10.0" CONCRETE SCREWS TO NOL�OW BLOCK 1 " 312 SMS W/2.75'EYEWALL I3 16.0 16.0'•16.0"16A"16.0"16.0"16'0"IO.O_'19,0"16.0"16.0"11.5" 6.0"9.5" 16.0" ARMOR INSERT W/2.5' S3 16�0"12.0"1s:D"16A"16.0'IS.D" 7.5" 31.0"16,D"16.0"9.0" 5.0" 8.0" 13.01, 9� EMBED(200Dpy MIN CONC) CF 16.0"16.0" 9.5"13.5"16.0"16.D"11.5' 6.5" 9.5" 16.D"I6.D" 9.0" 5�0" 8.0" 13.0" 70 16.0"16,0" B.5" 31.5"I6.0"16,0" 9.5" 5f.f B.1" 14.0"16.0" 5.0" S.0"B.0" 13.0" 100 16,0" 9.0" 5.0" 8.0" 13.0"16.0, 9.0" 5.0., B.0" 5.0" 8.0" 13.0" • r • Z-3/16-MIN EDGE DISTANCE Im IN r ' MM n m�� Imm a�� • ' �®� •' ¢��n�®ate • '®�', mmEM mum © •0©mODO r ■0 ©�' ®���EF�iiF�l®lD%/L� �® � �1EI3�6�Y®L�3i[351� I'/�j CONN TYPE 1-1/4'EMBED VIA Krim i � [��i./ice/i _ MUM KU UM M% V1111111011011FIEllm i/ �i .�' ir��� ��/�/�i/. j Mo, ai iii�� , ii Kamm V/////I �m©©m©mramo©mmom©mm©ommo©m©mocam� MUM— Fla N.'somm/®rmMmWE R OR MO �� [J ��%�%%�'%%%%//mil//�//%�H/i%��%��//�////�//��%/lY�%%�%%qJ///®�®[i�' ���•'//®.���'//I/.11///.f/i.L�® - a/� /%/i,, „ !,;, /,; Mums //////////%h%// ON mwou" 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANKLBENNMDO,P.E. `((1111111/ AtE0W6549 ;;,.:'._Irl 2'MIN EDGE DISTANCE ���C1�'••• _ �� 7a LOAD-�Ana UP To 6'-0'• Bn&U TD O6'•3" Spans UPTO 32'•0'r -��_V",•'•L5C J,_ zF ANCHOR LOAD CONN TYPE CONN TYPE COHN TYPE CI G2 C3 C4 CS CS C2 C3 C4 CS Cl C2. C3 C4 CS pEOD4654 = A'12 SAS W/2"EYEWALL 43 16.0"16.6" 7.5" 9.0 L6.0"15.TO5" 4.5"JL3 8.5 4.5 4,07.0"ARMOR INSERT W/1-]/4' S3 16.0"10.5" 5.0 7.0 16,0"11. 0" 3.5" 7.0" 3.S' 3S' 5.0"EMBED 62 140 75" 4.0"6.0 14.5" 9.05' 7.0" 3.5" 3.5' S.0"70 11.5" 6.0" 3.5" 5.5''125"7.55""- . 35" 3 55 5.0" `O�•• •• OSTATE AP_ .7.0" 3.5" 3.5" 5.0" 7.05" 7.0" 3S" 3.5" 5.0" sS -••RID got;a ANCHOR SCHEDULE: WOOD (G=0.55 ''/;aNAL16�; 3/4'MIN EDGE DISTANCE rn Span Up To 6'-0" Spans Up To B'-3" Spans UP To 12'-0" •z a $ LOAD CONN TYPE CONN TYPE CONN TYPE Z �ry to s ANCHOR (P) Cl CZ C3 C4 CS Cl C2 C3 C4 CS Cl ' C2 C3 C4 CS W 1/4'1.SCREW WITH I-3/A 43 16.0 16.0"11.5"12.5"16.0"16A"[14V 7.5" 9.01, 16.0"16.0"14.5" 4.5" 6.0" 16,0" L gr2� MIN THREAD PENETRATION 53 I6.0"ifi.0" B.5" 10,;0 16.0"16.0" 6.0" 7,0" 16,0 16.0 1L5" 4.D" 5.0_16.0" Ol p67 62 16.0"'16,0" 7.0" 8.5"16�0"16.0" 5.0" 6.0" 36.0"36.0"11.5" 4.0" 5.0" 16,0" w w IJ=.lR1tiItR� 70_16_9"16.0" 6.D" 7.5" 16.0"S6A" 4.0" 5.5"16.0"16.0"1L5' 4.0" 5.0" 16.D" ,�0 100 16.0"11.S"4.0" 5.0" 16.0"16.0" 4.0" 5.0" 16.016.0"1LS' 4.0' S.0" 16,0"7/16•WOOD BUSHING WTTH 43 16.0_'16.0"6.0'_10.0"L6,0"15.5" 4,5" 7.0" 15_S' 8,5" 4,5" 4.5" 7.0"1-13'MIN EMBED&I/4.20 53 16.0"10.5" 5,5" 8A" 16.0"L1.0" 33^5" 5.5" 11.0" 7.0 3.5" 4.0" 5.0"55 MACHINE SCREW 62 14,0" B.0 4.5 6.5 14.59.0" 3.0" 4.5" 7.0- 7.V is,, .5" 4.D" 5.0"� 70 120" 60 3.5" 5.5" 12.5" 7`5" : A.0" 5_5' 7.0" 3.5" 4.0",5.0r' O f" IDO 7.0" 3.5 %.0" 5.0" 7.0" 3.5" 4.0 5.0" 7.0" 35" 4.0" 5.0" D 3 !14 SMS OR s14 WOOD 43 16.0"I6`0"12.5"14_y5"16.0'_16.0"16.0" B.D" 10.0"16.0"16.0"V. 5.0" 7.0'• 16.0" m Y SCREW WITH 1.314'14ZN 53 I6.0"16A" 9A" 11.5"16.0°16.0"15.0" 6.0" 6.0" 16.0"16.0" 9.5'• 4,0" 5.5".13.0" W THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5' 16.0"16.0^11.5" 5.0" 7.0"36.6"16A" 9.5" 4.T TY 13.0" Q p4apBQR(� 7tl 16.0"16.0" 6.5" 8S••16.0"16.0'30.0" 6.D" ]4.0"16.0" 95" 4.0" 5.5" 13.0" - ND•,� 1D0 16.0" 9.5" 4A•' 5.5 L3.0 1fi.0° 9S" 4,0" 5S' 13.0"Lfi.O" a6rca, ANCHOR SCHEDULE: WOOD (G=0.42) Zs 3/4VMIN EDGE DISTANCE ns`-�Sp UO TO 6'-0!� Spans VO To 8'•3" `g2l Up To 12'-0" t6 LSrOO P, �a LOAD CONN CONN TYPE COHN TYPE " E- n O ANCHOR (P' CI Cl C3 C4 CS CS (2 C3 C4 C5 t1 C2 CJ C4 I CS g 1/4"LAG SCREW WITH 1-3/4 43 15,0" 9.0" SD.O"16.0"1%16.D" 5.5'r 7.0" 16.0"16.0" 9.5" "IN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0.16.0"12.5' 4.S' 5.5" 16.0"IVI" 7.5" 3,0" 4,0" SL0" !4 n 62 L6.0"16.0" 5.5" 6.5" 16.0"IBA' 9.5" 3.5" 5,0" I5.0"15;0" 7.5" 3,0" 4.0" 11-__0" e 7�0_16.0'r 13.5" 4.5" 660" 16.0"16_0" [I.D'_3_0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" ]tl0 15.0" 7.5" 3.0" 4.0" 11.0"15A" 7.S- 3.0" 4.0" 11.0"I5.0'r 7.5'r 3.0" 4.0�' 1L0" ,( RL4 SMS 0R lI4 WOOS 43 16.0 16,0" 6.5 _30.5"16.0"16.' 12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' • D SCREW WITH 1-3/4-MIN 53 16.0'r 16.0" 6,5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5 -f-,105" 5.5" 2.5" 4.0" 7,5" o THREAD PENETRATION 61 16.0"11.5"5.0" 7.0' 16.0'13,0" 6,5 3.5" 7.5" {+i0Ma0mOab 70_16`0" 9.5" 4.5" 6.0" 16 6'•1f.0" 5.5" 3.0" 4.0'! 8.0" 10.5'! 5.ST' 2.5" 4.0" 7.5" 100 10.5•' S.S' 2.5"4.0 7.5 t0.5 S.S' 2.5" 4.0" 7.5" 10.5"5.5" 2.5" 4.0 " 7.5" 1� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK dqq °jA 4"MIN EDGE DISTANCE 0 4 y ' G Span=TY Span UO TO 12'•W'LOAD CCOnN TYPE CONN TYPF ANCHOR (Ps0 CiC2CI • C2 C3 I C4 CS CI CZ C3 C4 CS q 5)16 TRV TAPCON XL W/ 43 16.0"16.0"16.0 16.0"IS,0"",0'36.0"15.0"16.0 16.0"15.0" 9.0" 19.0`16.0" AA 2-1/4•MIN.EMBED 53 16.0"16.0"16,0"16.0"16_ 0"16`O"16.0"11.0"16.0"Ni.16.0 t6.0"12.D" 7,S' 12_0"36.0" 3 fi2 16_0"L6.0"140"1fi.0"I6.0"I6:0:15.0 9^.0 14.0"16.0"16.U"r12_0" 7.5„ 12.-1. '7 70 16.0"16.01 11.5'16.0 S6,D"11,0' I2.5'16.0"16.0":12.0 7.5 12_'.D:j16.0- 100 I6.0_12�0"I"I 7.5 12.0_'I6.0 16.O'12_._0 7.5" 12.0"36.0"16.0"2 0" 7.S"" L2._,0"16.0" �y P 5/16•ELCO ULTRACON W/ 13 16.0 1fi.0I30.5"14.0"16.0"16.0'30.5' 6.5" 9.5" 16.0"11.0"I 5.5" 6.S' 9.0" �C 2-I/4'MIN.C-M0E0 53 I6.0"13.5' 7.5" 11.0"16.0"34,0' 7.5 7.5" 13.5" 9.0" 6.5, Go7muODINKLle1WWYE m 62 16_0"10..0.".{.Kw, 9A"'16.D!r ILO" 5.5' 6.5" 9.D" 9.0" 6.5'• 15-2339 S 70 15.0 B:"f 5.0 B.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5'' _ •�6.5" 9_0" 5.5" 6.5'• 9.0" 6.5" P--mm m--PT-PT"-"A G 8 2"MIN EDGE DISTANCE cl d c3 C4 CS_ . cx u is 0125Mb W/2'EYEWALL 4S36.0" . . . . . . 14.0" 6,0 B4O 16.0 14.5 7.5 3,5 5.5'" 11.S.ARMOR INSERT W/2'EMBED 16.0" 7.0" 9.0" 16.0"16.0' 9.5" 4.5" 6.5" 16.0"L3.5" 6.0" 3.0' 4.5" U.5"6.0"13.0" 5.5" 7.5" 16.D 14.5 7.5 3.5" 5.5" 12.0 11.5' 6.0" 3.0" A.5" B.5' ANCHOR NOTES:SEE SHEET 70 16_0"10.5' S.0" 6_5" 16.D"12.5• 6.5" 3.0" 45" 115"_6.0" 3.0" A.5" B.5" r 9 FOR ANCHOR NOTES.-� (..J b.0"3,0" 4.5" 8.5" ILS" 6.0"2.0" 4.5" 8.5"