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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 __��y..�'��?�l5-._�' _ .��_..=�s:i�nS'�:te.'-T,. ' :.�V ttf•1.�k. �t�l'"�`"".""`°'�:� ^.,. BCIS Home Log In ;User Registration I 'Hot Topic j Submit Surcharge ! Stats&Facts 'Publications 1 FBC Staff I BCIS Site Map i Links Search Product a Approval PuIUSERdbpr User RECEIVED' . Product Approval Menu iProductar Apolication Search List>Application Detail „t SEP 2.12017 �R�'•,' ,i. FL# FL13757-R5 Application Type Revision PERMITTING Code Version 2014. 'St. Lucie County, FL Application Status Approved Comments Archived Product Manufacturer Town and..Countr jndustries, Address/Phone/Email 400'W.est McNab Road Ft.Lauderdale,FL 33309 (954)493-8551' ' tomj@tc-alum.corit " ,. Authorized Signature,:`. Frank Behnardo ' fe k@ehgexp:com . T.echnicalRopresentative., .;., . Thomas;p.,Johnston-.•:, Address/Phone/Email 400 west'McNab Rd. ' Ft.Lauderdale,FL 33309 ' (954)970 9999 tomj@tc-alum.com :.. Quality.Assuranc&Representative Address/Phone/Email' :Category Shutters....:..: Subcategory Accordion Compliance Method Evaluation Report Florida'Registered Architect or a Licensed Florida Professional Engineer' .. t ! 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 12/31/20.18 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Index 2.odf FL13757 R5 COI Index 3.)d FL13757 R5 COI Indeo.odf 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 .Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2:Ddf FL13757 R5 Eauiv Eauiv 3.Ddf FL13757 R5 Equiv 'Eauiv.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved .06/22/2015 Summary of Products FL#- Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant`Accordlon'Shutter System Limits of Use Inskailation Instructions Approved,for use in HYN2:Yes FU3757 R5 IT Dvm.t)df Approved for use outside HVFtZ Yes•,. Verified By: Frank L.eennarda,P.E.PE0046549 Impact Resistant'.Yes Created by-Independent Third Party:Yes Design Pressure:N/AEvaloation Reports Other:See Installation drawings for-allowable.:,_,•., IFILI ?'R.5 A7_ EvaLydf span/pressure combinations and additional Ilmltakions of Created by Indepe'rident Third Party.Yes use. 13757.2 6.8 Streamline 5hutter­'-: Large Missile ImpacBResistant=AccordionTShutter System Limits of Use Installation Instructions Approved for use in HVHZ.`Yes FL 3757 RS H,Dwo.2.pdf Approved for use outside HVHZ Yes, . Verified By:•Frank L.Bennardo,P.E.PE0046549 I`tipaiat Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluatlon,iteports Other:See installation drawings for allowable FL13757 R5,-AE EvaI2 odf span/pressure combinations and additional limitations of Created byIndependent,Third Forty Yes,; use. :,..: '13757.3 E.A:Essential FaciHtles'Accordiom 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 far.ase;in,HVHZ:No FL13757 R5 II Dwa 3.odf - Approve'dfor use outside HVHZ:YesVerified.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, FL1375.7 R5 AE Eirai 3.0df anchorage,etc. Created by Independent Third Party:Yes ' Back Next ' contact us-::2601-Blair Stone Road Tallahassee Fl.32399 Phone&850-487-1824 The State of Florida is an AAIEEO employer.Copyright 2607-2013 State of Florida ::Privacy Stat em n ::Accessibility Statement::Refund.Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here.. Product Approval Accepts: Credit Card _ l ��!�S!afe 6.8 ACCORDION SHUTTER 01 4 FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 7 TABLE 2 TABLE 4_ ASCHEDULE = 6 ALLOWABLE AN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 LLOWABLE�uPAN ALLO ABL SPAN ASTM ESSENTIAL FA 1LITIES ONLY r."9� t( Zp OF :•fit ? FOR USE WITHIN HE HVH FRU E WITHINTHE VHZ HVHZ HVHZ MINIMUM SEPARATION SCHEDULE hz_� PObtiLVE POSITIVEWIND HVIiZ MINIMUM SEPARATION1MND LOAD LOAD WITH POSITIVE FROMGLASS NON•HVHZ .4DESIGN NEGATIVE POSITIVE FROM GLASS 4i ��'zWIND WITH CENTERMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS DESIGN SHUTTER ALL PRESSURE SPAN 430'ABOVE >30`ABOYE DESIGN POSlTIVEAND PRESSURE SPAN INSTALLATIONS INSTALLATIONSLOAD(PSF) llNI�TE ig ) GRADE GRADE WIND NEGATNEW IND PSF) s50'ABOVE >=ABOVE MOUNTING (PSF O pRtt3'';t�y 3z CONDITIONS" O ) ON.) LOAD LOADALL ( OGRADE rrry �ORu&( (PSF) CMOUNTING (IH.) (IN.) tJt Z 28.3 ISO" 5.7' 3.1 ••7y ' w 23.9 150" Y56° 158' dp,0 Td8' 90 88• 3.f` 1.4' W lLLll •+ 3 84' 3.0" 1.P 25A 154" 160" 158' 99• 3.0" 1.5' SS.O i61 130" 3.1" 1.B" 'y w"'3 o m 30.0 147.V 150" 150" 30 120' •3.0" 1.9" 60.0 148' 15W S.8" 3.5' ad q+ J rL 35.0 142" 14V 150• 168" 5.7" 3.5' Bd.O 143' 8D' 3.f" 1.1" O w C" 40.0 13T' 141 150' g0" 3.0. 1.11 70.0 137' 98' 3.1" 1.5" .�(O LLJ 45.0 133' 14Y 160" 0g" 3.0' 1.8" 750 133' 40 108" 3.1" t r a b0.0 129' 13T' 156' 108` 3.0' f.8" 60.0 - 128• 120^ 3.1" 22" 55.0 12C 134' 155' 40 120" 3.0' 22' 85.0 121" t29' 8510 125' 13Y 5.8"' 27' f43' 60.0 121" 131^ 148' 13Y 5.7' 20" 80.0 121' 168" 5.01 4.3" Ih Rt$Q' 70.0 11g" 126• 137• 141 Wr S.$' 05.0 118" 60' 3.1"_ 1.1" 750 11T 124' 133• �" 3.0• 1.1" ico.o 115" 09" 3.1 LT g9" 3.0" 1.7.' 105.0 75Y fob' 3.1" 20" N 00.0 111 723' 128" 85.0 113' 120' 125' 60 100" 3,01 20' 710,0 110' 120" 3.1° 2.6° W?6 1 110' 3.6" 2S' ' 5150 t07' i3Y 5.8" 3.7" tdp$T 99.9 Nx" 1t1 12T 05.0 110' 717• 118' 13T S.7" AS' I 120.0 405' 156' d.8" Sr p 84" 3.0' 1.Y 126.0 103• to R 100.0 109' tib• 115' 8D• 3.7" 1.1' �• b O m 88" 3.0' 1.9" 130.0 101" •G"� 105.0 107" 11T 112` gg 89' 0.i" 19' 110.0 108" 110' 140" IDS, 30 Zr 1350 09' 60 108' 3.1" 2.1 'y/\jZm 116.0 105' 10T 107" 131" 5,7° 3.5" 140.0 91 120.0 104" Sol los, 60" 30 1.2" 145.0 82° 148" 5.8" 5.0" @ E 125.0 - 103' 70 64" 3.0' Lb' 150.0 :89' 60' 3.1" 1.11 /'.' w0 770.0 tOt' �' 0.0' 20" 155.0 80° Bd' 3.1" 1.5' 135.0 or 128' A71 3,5' 10o.0'. 83' 70 99• 3.1" 1.0' 80' 3.0" 1.x' 188.0' ,81' a 140,0 91 120'. 3:1" 3.0" y V 145.0 - 02, go 84' 3.0' 1:7" 1700 78" t37" 5.8" 4.5" g( S 80" 3.0" 23° 175.0.. TB" o 160.0 Bo" 00• 3.1" 1.2' 155.0 Sr f18" 3.8" 3:6° 780.0 3.1" 1.8' ` 160.0 - 83" 60" 3,0" 1,3' - T85.0 TY 00 g9• 3.1" 2.2" 165.0 81" 110 84• 3.0" 1.8' 190.0 '70" 120" 3.T' 3.6" ' 170.0 - 78' 99' 3.0' 2.5" 165.0 00• f2T" 5.8" 3.T 175.0 78" fib' 3.0' 3,3' 200.0 06" 80• 3.1" tr 180.0 74" 00• 3.0' L3" �'�FOR BUILDOUT MOUNT MAXIMUM 110 e4 3.1" 1.1 155.0 7Y 120 84 3.0" 1.B• SPANS AND PRESSURES,SEE OB' 3.1" 2.6' c O g k 1800 - TV T05' 1 3.1" 3.1' TABLE C ON SHEEP 6/23 110" 3.3" 3.3• g Boa 195.0 - g8' 1.2" Y88 •s FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE Q Sy 399.o ss" 6a 3 r S ' TABLE C ON SHEEP 6/13 1.a 520 80' 3.t• 29' 595" w TABLE 1 AND 2 NOTES: g 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD TABLE 3 AND 4 NOTES: 0 COUNTY FLORIDA, 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 5 5 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN /^•ti MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. R SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN "^+�S 2. DESIGN PRESSURES SHOWN IN*ACCORDION SHUTTER SPANPRESSURES AT EACH RESPECTIVE SHUTTER SPAN, SCHEDULE"ABOVE ARE MAXIMUMALLOWABLE DESIGN3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIp£AND PRESSURESATEACH RESPECTIVE SHUTTER SPAN.OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE: ((�� (l}� _ . 3. NO SEPARATION FROM GLASS IS REQUIRED FOR fill, 8 IT IS PERMISSIBLE TO MOUNT-TO A WOOD OR CONCRETE 1,} INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF IRAWLI)ENMU oPE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338 'AS NOTED TABLE THIS CONDITION P05171VE ALLOWABLE DESIGN PRESSURES ' �..•� 4. SHE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND _ OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT SCALE: HOST STRUCTURE ANDD NEGATIVE ALLOWABLE DESIGN IN THE DIRECTION TOWARDS THE IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM re DESCRIPTION: E PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD, 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT ©© }/"'�� ((��(( p �"�yR S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HUi.RiVAIVE PRdTECTICN PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE -1 BE USED. USED, L,I GENERAL NOTES; 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NO LIMIT w CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE �TUH INTERNATIONAL BUILDING CODE((IBC AND INTERNATIONAL RESIDENTIAL COBE(IRC}•HIS SYSTEM w MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z f m�w 3 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION (u 33 m r DE{T}ERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK ^ 3 x s BUILD NG CODE SHAL SHALL SS THAN OR EINED IN DUAL TO HE POSCE WITH ITIVE OR NEGATIVE DESIGN PRESSURE OF THE Qou7� CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS.SHOWN. °o 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Q SAFETY FACTOR, S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND t9 + ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING-JURISDICTION. J PLAN ro 6, NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF HESE PRODUCT'S.WIND n w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. t/! VIEW MN a 7.- DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE m g� 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 L`i O i SHALL BE USED, h i rrayyy ��a S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.I S i 9. HESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL rn J ONLY.BE USED IN CONJUNCTION WITH HE EVALUATION REPORT SUBMITTED FOR THE SAME tS PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ¢H E 61G15-23 OF HE FLORIDA ADMINISTRATIVE CODE. `J 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED HE LW } CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR J VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 0 5 THE STRUCTURAL SUBSTRATES DETAILED HEREIN, d, c 11, WHEN HE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQDIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BYA LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE4 111111 1111111111 BOTTOM TRACK r V; DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, R 12, EACH SHUir ER ASSEMBLY SHALL-BE PERMANENTLY LABELED WITH THE HIS/HER MINIMUM INFORMATION_ TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS SEE FORT LAUDERDALE,FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS TAS 201,202&203 FLORIDA BUILDING CODE APPROVED o ' 13. 'ALL EXTRUSIONS SHOWN,SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q , jell 14. ALL BOLTS AND WASHERS(EXCLUDING INS7ALLA710N)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16"0 5052 Q Q ALUM.ALLOY. N.T.S. 0 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING.OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. Yg� 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, l5€ 17, FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMO ABLE•NCHORS. ,= 18. MOUNTING EXTRUSIONS MAYBE BENT TO FORMA CURVE WITH A'MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. Q ge 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN HE covrwexrvwwaeeauwave ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR HscncEeIS CONDITION POSITIVE ALLOWABLE DESIGN SCALE,scR:PT7ox: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND 23. SHUTTER MAY BE INSTALLED WABLE DESIGN ITH UP TO(2)RESSURES ARE AWAY FROM OFF SLACK RE R 2.074" { PRB lEC7I0N VARIES q9 I 4,674'HAIL 0 13 1.494" Q I .068" 2,7$2" '� 1,907' " " 1.025" 125" 1.025'• 1.825" IJ06' . ,143" 0143" 09 �( •x 9 7 19 R c 100 tu .•100" 1,7 B" 1Dtl" in .100"{� 1.7 8" .~D ,068" 143 1.708" �. •- a 46" ---~Ii .160" ai .143" .195^. .t43 01 A99' ,195" 195" .195" - ,143'M 4TA,VI oo N cq 62' 062' ,095"in 63p' .200'-�• I!I . . 00' IIltt .662' . fit" .200" .062' 30" 62" 200" r• ,`• h .: .1510' 062 630' ,510' x d m au b48 630 I 1.250^ 971" 58@' a ,09 ,095' 1,069' 2.72$• 9Tt" 1.250" 1.200" ,095" - ,$30• 2.748 tm uy$ S.T4S"M X. • 5.745" 3.610" W LITE 2-LEG WALL 3 ^3 j WALL 2 BUILD OUT WALL � HEAVY 2-LEG WALL (� HEAVY HEADER/SILL OLITE HEADER/SILL w�� x SCALE.HALF SIZ �✓ SCALE:HALF SIZE 3 SCALE:HALF SIZE t✓ SCALE,HALF SIZE SCALE,HALF SIZE ,SCALE:HALF SIZE a E. SHOWN S EW BOSSES. & FELT GROVES ARE OPTIONAL ON " PASS' N h 2.655" ''S+ 75' 2.195' 1,230• 1.825" 2.195'" ,510" • yY 1.583" 2.65 m �I _ 2.365' .6 o'98 510" 1 ,510' ,460' cw 0C10 ` �•6 o"' ;.. in 0 .460" -� ^NiE ps +v m I.1 ` �, in 295' a o a s I 621' + a co�u I TYP I o !(ti I "' .° c TY : N. ri 060'. 105" 1,230" ` £ TYP. LOb9' .621' 2.300" ,250" 4.510" x k 4510' 2.195' 4,510' as (7�SILL SILL ADAPTER 10 EXTENDED SILL ADAPTORj1 MID SILL 12 MID SILL ADAPTOR § `✓✓ SCALE..HALF SIZE �..� Og EXTENDED SILL SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE . SCALE.HALF SIZE SCALE.HALF SIZE 1.994' 143' 143' 4.603" 30.225' ,314" 1,70@' M E@0 4.140" .06 .043„ 325' .25030R .297" .1568 3.963' os4" D 2". S ,'m. 1.570- 069.1 sip• n �, ;, z�6yq� C 1.625" 3 � .34411-4 .069 8$$ 3.410` 1.721' 0.080' ? 133' visl�si 4 ® A080' _ d 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 6@2• 630• ,096 N s b e SCALE:HALF SIZE SCALE:HALF SIZE 1 , a 0 2' c Q RADIUS CEILING HEADER/SILL ma ( b ,WALL SILL a 4.510" ,310'. o'�' p. ,6 SCALE.HALF SIZE N 0.180' ,0$0' 18 SCALE,HALF SIZE 10""•B c . 4.102" 227" 630' 080' p,pgp•cu O7PfNGNFFMY LeOMV WPE 054^ 15-2338 SCALE: 4t PAGE DESCRIPTION: 14 CEILING HEADER SILL 15 8.8 STACK/CONECTOR SLAT/BLADE SCALE.HALF SIZE n Ra WALL SILL CLIP ° SCALE.HALF SIZE 1,-7 SCALE,HALF SIZE 125' 2.018` #10-24 THUMB. •375 .50 2& 411 , 0��i 1,9 w SCREW ". STAINLESS STEEL '�"{' g., CI�t1 jQ cz Z ASSEMBLY m o o .32046 HOLE x � T m o mw�z *: e 4 O m wNYLON o o a Ab2' w .050" -WHEEL ^u a IL 0 in O m 7Arm-V TVP.AT£VERY OTHER ��/11001, 20 RECESS SILL FOR USE WITH TOW. B7o" y19 ANGLE (DSCALE:HALF SIZE AND �pNLY CYLINDER-SOLID BRASS,NICKEL PLATED SCALE,HALF SIZE SLIDE ROD ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED Ery 21 SCALE HALF SIZE OTE:HAY tff X£Y OPER lJSCALE.HALF SIZE TURN OPERATED IN BRASS PUSH LOCK lu3 NYLON WASHER SCALE:HALF SIZE o 3 OR ALUMINUM ,357' )NYLON BUSHING 'pJss' 000, OPTIONAL) .276` 'Sba, 5 ,SDp' ` 14 x 2-314"410 HT S.S. i7 `INSERTS SCREW W/ N 06P' Ifl n . WTO TC ULTRACOTE COATING o n TRACK (TYP TOP&BOTTOM) 135' 2.250' c ON BUSHING W/ „ .154' ,137' w 7/16"0 x 1/2"@ INTERIOR JO= OP 7116"0 x 1" INTERIOR JOINT 80 M '224' f g EITHER CAN BE�USEO ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2,oap' ; ul m27 P, P4 BUSHING ASSEMBLY DETAIL SCALE,HALL SIZE C *�M SCALE,HALF SIZE RAINGUARD g DECORATI�E FLOOR TRACK �? Z- a! SCALE,HALF SIZE 1:978' SCALE,HALF SIZE 2.1 5' ¢ .236' L7 02 .286' 4 2.702" .267` 2,642" ,� 2. 2.485" ( L-' w j .443' .090' °4" 2.289" 2.216" o g 1.84' ,443 m n -1 4 ="! n B X26 ` j A v v, ,284 l.•� n 1.200" t.100" 1.100" .� It m .140" .250" .250 .25 In L0b0' 239' N ON anmaN3443• 496' ' cy ""1 w .125" .125" m .125" 161T-11-001.4,06a. .222"J'-h ,062' .176' .190 _ .- 29 200 3 8 ER M SMSK 3MALBOX TER FEMALE BOXCENTER OUIDECEN TR MATE INSIDE CENTER MATE gill m lD l SCALHF SIZE CAS HALF SCALE,HALF SIZE LF E HLF SE 7/16.0 TAINLESS 22 ,062' STEEL NUT S NOTE,ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE 400' '" �'�". f.: END STRIPS SHALL BE XW T0R% 5� A HEAD STYLE VAR IES x OR PHILLIPS ORW SCREWS, vJ %eS@ A 30' w HAND41GHTENEO ONLY. § e 1 THUMMAINE38 SCALE.BFULL Slz� ,250' fi W 16� m D, 1 4-24x1 p2 S 16-18x1 n z,^ �o M✓1'CHINE SCREW STAINLESS c•1 5/16"0 INTERNAL STEEL a 0,�,� "". m CWYWTFI4NKLEFRIMWP.L 188` THREADc a, TYP+ 37 T-SCREW INSERT o cn, 25-2338 J-x.689' POWDER COATED,ZINC DIE-CAST Aid IASp' c• SCALE, SCALE,FULL SIZEcu SECTION A PACE MCRIPTt0x, pEL�p MppEL p022 3g T-LOCK ADAPTER °� 4 ;n ,254' 40a 40b 40c - E INDUSTRIAL TOEMs (OPTIONAL) l 7.000' �, - „ , oP END STRIP 1' 35 BOX LOCK SCALE,HALF SIZE ilk SCALE,HALF SIZE _ 3g 2X7 ANGLE 2" 8C 3'� EXT J,-( SCALE,HALF SIZE N+125' SCALE, HALF SIZE Cl v KIL 6 FASTENER @ 16"D.C. STING USE ANY ANCHOR SHOWN EXISTING GLASS EDGE IST. EXISTING GLASS7 IN ANCHOR SCHEDULE). DIST. va s7 EMSE SILL (INTERIOR) ALT.DIR CTION EMBED. I OF ANGL LEG. TA T9 (INTERIOR) 1 0.062"THICK 6063-T6 UM.ANGLE I"x 1"MIN. 10 .I", \- * 4 EDG 0 2"x S' MAX.(ANGLE LEG 329:, 'L DIST. AY BE REVERSED) 9 ENER 0 18"D.C.IUSE ANY OR SHOWN IN ANCHOR 2 9 zil 13 CHEOULE,I-MIN.EDGE DISTANCE). T.W. gl� �10 W 29 12 x 1/2"GALVANIZED I-e, 20 SCREW (EXTERIOR) 6.80"(TYPJ INTO CENT AT's ,/3 OR S S.SMS,3/16"0 ALUM. 'V'N. (EXTERIOR) 1/4-20xl THUMBSCREW INTO POP S.S. OR 1/4-20 TO 2/3 N ECEIVISHALL UG HOLE In 11 . THREADED HCILE�LOCATED MACHINE BOLT&NUT WIDTHUP, 1/3 SPAN TO 2/3 SPAN FR(Im p le.,D.C. TO MAX GH TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE.3" l'-O" :9 W-21".USE TWO THUMBSCREWS SCALE.3" 1'-0" ON BLADES>8'-3",ONE G)1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM O (1)5/16-18 T SHUTTERS,A BRASS PUSH LOCK S CREW:100 THI"XAM.IBIED USE WITH R DETAILS , I MAY BE SUBSTITUTED.WHEN In 7,AT I SPAN CENTERMATE#29 AS SHOW RECEIVING. SEE END STRIP SCMULE luld 70 p/3AN FROM 8 HOLE FOR THUMB SCREW M 16" FOR MAX.SPAN WHEN OTTOM OF SHUTTER. USIN -.4 wg PENING HOLE k E GAOa,40bOR40c MAXWIDTI�H� UF V HEIGHT. END STRIP SCHEDULE SPAN 1"8/0(2.7) 62F 1 40STARTER STRIP TO 82 w PROWDE CLOSURE FOR 13 12 61 A BUILDING CONDITIONS. 132 61 2"810 FASTEN STARTER (INSIDE) STRIP TO TRACK W/ A? 3"810(4.71 62 Be. 2"I'lo"'I"SCREWS AT CORNER ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). 10 2N 1.674" 45 SCALE,3" V-O" ns BY ANY TRACK @l/ W/SCREW BOSSES. r; X0.09r 2 _Az�__ 2 57 83 ANGLE a 78 La SILL 2 La 7373 .... C3 .9- S 129" 1 fn X0.126" L EXISTING GLASS :3 z ANGLE 1100, ED 9 USE(1)BRASS PUSH30 USE�I)BRASS PUSH LOCK (INSIDE) 13 02 IT 5/16-18 THUMB P_ LOCK OR t�5/167�8 0.'&.REpQE999 THUMBS EW IN 0 46' 1/3 , P L ZW4" INSERT 11 AN SIL THREADED r3, TO�T/03HSOAN FROM U 0 T AT 7/3.Z X0.12V ED ANGLE SO F SHUTTER AN ?I T Ol 15-1— {OUTSIDE) go SHUTTER.RECEIVING If HOLE SHALL BE 3/1 MA 0 T HEI641 TH.UP 4 f�A Ing FORGREATOR ME SPANS Opt LOADS THAN SHOWN IN DO STRIP 'sga TYPICAL OUTSIDE CORNER CLOSURE SCHEOU0,END STRIPS REQUIRE A DETAILS WO/CORNER POST VXI..Oga.CLIPANGWMIDSPAR 13 N15 � Qp�l MPYRIGHTMANKLOWURWRE USING ANYARCHORON THE SCREWS 1/4-20SOLTTOEND NTS ANCHO SCHEOULeft4l4laWITIK 31 {OUTSIDE} 15-2338 SILL STRIP.OR USE 11)BOX LOCK AT 1/3 SCALE: . I PAGE INESCRIPTION-. SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE R dlig TIPLE SHUTTER ASSEMBLY ODETAILS WO/CORNER POST Eg MUL NTS SCALE.3"=1*-0" 2'FASTENERS ALUM. TUBE L �•,�rt EACH ANGLE 6063-T6 ALLOY SEE TAR A FOR SIZE. / r C2 CONNECTION TYPE ,•�Q , � REFERENCE ANCHOR /—EXISTING J SCHEDULE FOR MAX. STRUCTURE fi S 1"x 2"x 1!B" \\ SPACING q• OR 2' x 2^x v6" Cl CONNECTION TYPE 1/4-20 MACHINE SOLS ALUM.ANGLE REFERENCE ANCHOR W/NUT @ 12"O.C.ORE* ��y, THREE 3/16"0 S3 SCHEDULE FOR MAX #14 SMS @ 6"D.C. L:OT OF .. ALUM. ° SRACIN 1 ,TYP.TOP&BOT70ME•4•• W7r POP RIVETS '" �pp• .LC w ••'4r T~ OR ° 17 I ALTERNATE THRU BOLT ��'� •m\�a THREE#12 SMS, 3/16"�ALUM.POP C1 CONNECTION TYPE r ri '# ti'g TYP. 17 RIVET OR 1612 SMS �. REFERENCE ANCHOR M OR/ TABLE (ai) @ 1B"D.C.(TYP.) ` f(� SPACING SCHEDULE FOR MAX. wO J r Ia6�1m�� sj PRESSURE VS ALLOWABLE LENGTH I ��. W Zjcs U"k tIr PSF 2Ni/ /g� MAY USE MALE OR fp o 8/06" 3No B, FEMALE LOCK-SLAT) k !! 4 73 l Ua 4 t�LLw I J @ OIT Z h VI a ry a 6z 13V 188• 13 - (1 j D Z.- ��' .t.l 3 E 72 124' 179• \f / oa o oR �MN a w ''"•3°m ez u9" v2 CC TYPICAL CORNER CLOSURE DETAILS p X w m a 3 1 NTS u �. a a1, ABL G p�'+..` E ALLOWABLE SPAN '"y,.!7� ,� ``` 101 110" 160• SCHEDULE FOR 'C -ti 6 R = 1 104, 1 TABLE B tccq) ALTERNATE THRU BOLT BUILDOUT MOUNT m °� 150 PRESSURE VS ALLOWABLE LENGTH CB CONNECTION TYPE (DETAILF) Q 1 OR M 9T 131• S/ REFERENCE ANCHOR " $' 88" 114• MXBj� W 1/6O ! SCHEDULE FOR MAX. SHtUTTER DFZ6N w $ �B11 SPAN eRESSURE Cl CONNECTION TYPE 1" 1!4"MAX.FROM PIN . 61 113• 166' - REFERENCE ANCHOR - GUIDE 0 BUSHING US IN..-4-30.1 PSF SCHEDULE FOR MAX. t-- - WASHER(TYP.) ,0 E 72 107' 1 121IN. +/•31.1 PSF SPACING i _1" 81 901' 147• Ilam -1-32.9 FS IS 16L -1.32,7PSF 1 ,,. J i 14x3/4"SMS @ 9"O.E. ul I�.���f I'•0. o E 1Qz yp i,�Y { 112 IN. +/'33.6PSF -�j ANGLE TO TUBE CONNECTION 'tiFl g m +r EXISTING 310IN. +1.342 PSF p x 2"x •� 110 63• Y22' ]07tH. +/•353 PSF CONCRETE, EMBED, 6063-T6 ALUM,TUBE 150 74• - 109° 10S IN, +NS9PSF BLOCK DR CONNECTION TYPE •�¢ U gq• • 1031N. +/765 PSF WOOO'FRAMING REFERENCE ANCHOR .. E u f t! MIN,FOR CONCRETE101lN. +I-3T3PSF SPAC NGSCHEDULE FOR MAX.BLOCK AND 3/4"MIN. 99 IN. +/-38.0 PSF R wood 951N, *39.6 PSP ALTERNATE BUILD OUT MOUNT SECTION92IN. •/-409 PSF SCALE,3".T-0"STENY (;D H O.C.SE ANY ANCHOR SHOWN 89tH. •%413PSF ANCHOR SCHEOULEI. 861N. .1-43.8 PSF831N. s•45.4PSFralBL1N. +-0bSP3FACCORDION SHUTTER 781N, +/•48.3 PSF PER PRODUCT APPROVAL761N. +1-495 PSF74tH: d-509PSF3/16 RIVET OR#12 "X �t 71 DC *5T3PSSMS 1B"O,C. OR 6063-T67-" .53.e p5F AFPLICABlEA7TOp �m tl4-20 NUT&BOLT 701N. /• k' P�11 .TUBE TVP. AND/OR BOTTOM 51F(TYPJ. 7AA LUM.POP 68IN. +1•SSA PSFALUM.TUBE #72 SMSz 66tH. +/•57.0 PSF w 2°OR 3" =zQmm m6063-T6 ALLOY C•`(TYp.) Std rtu SEE TPALE B "x'1/B" ffj Fd d d Fall • NERSINUOUS ,,yl„t1/2'MTM.1"x 2"x.093" GLE °,NUM ANGLE 4 w 2"x3"X�"X �6063-T6 ALUM. /16"0 ALUM. AL ANGLE IN51DE ISM TAKEzz _ p 2.175' ATION TVP. GLASS CONTINUOUS OR2"xANGLE.TYP o ETSMS17 OR DDOR 11 xTOOUS OA55 _. o�tma- 2"6061-T6Y. XOA INU UM m" i� 77 12 SMS,TYP, rta. °M. 0 0 xxS u jt Ia ANGLE 0.9"MIN.THICK 6061-T6 $ w3 f�D 73 OR IN x N 2• ALUM TRACK FASTENED `ry IgyFN ALUM.ANGLE ANGLE FASTENED TO T B9R S TO ANGLE WITH 1/4-20 'a USE MALE OR FEMALE. EXISTING KSI MACHINE SCREWS AT 3' LOCK-SLAT) C4 CONNECTION TYPE CONCCNRE WITH RETE HOST FROM ENDS AND 9"D.C. LOWNGBFFR#ALBE I-RWPE 13 REFERENCE ANCHOR\11FOR THE BALANCE n 13 SCHEDULE FOR MAX. YWO ELCO.ULTRACONS 2.1/2'MIN. 15-2335 $ PACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE, - OUTSIDE 012 x 1/2"OALV ANIZBO (OUTSIDE) 4"O.C.FOR BALANCE HOST-STRUCTURE(3060 PAGE OFSCAIP7TDNt " OR 5.5.SMS,3/16"0 ALUM. WITH 1%"MIN PSI MIN) CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET•OR 1/4-20 SIDE CLOSURE OP71ONS EMBEDMENTAND23' MACHINE BOLT 1L NUT SCALE,3".1'-0" MIN DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES NTS EXISTING CONCRETE, °F C&16"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3" l3 (EE SILL MOUNT SECTION MIN.SPACING,TYP. F BUILDOUT MOUNT EE U SCALE,NTS on . aat1i1111111a1i i CS CONNECTION ' J�\`* Z. REFERENCE /--EXISTING a E FOR AM SPACINGLE FOR MAX. STRUCTURE s. GLASS `ESS• a w 4' 5"MAX. $ Ir 0 >• GLASS Tom: Ci CONNECTION TYPE 1/4»20 MACHINE B T .i OR DOOR SEE TABLE 4 r u u- OR DOOR &FO((NYHZ' mw m REFERENCE AN W/NUT @ 12"O.C. &FOR N4NZ i-Q m m w w SCHEDULE FOR MAX. 19 C SEE TABLE 2 0: #14 SMS 6'"O.C. SEE TABLE 2 z K r to o o SPACIN @ ; z w Q Ft -NX 13 7 w 2- {TVP.TOP&BOTT»' FOR VIN. 13 0 z- }'O Inc vt w 9L SEPARATION- r. u .� 4,T OF S 1J4"-20 THRU BOLT W/ SEPARATION� <x¢� #12x1/2"SMS @12"O.C, TO MASS Z4, z'gmgm �� F� LOCK NUT @ 12"O.C.OR E t-xl m OR 3/16"H ALUM,POP ¢w Q Q �' r �G,r �• •p� ~ #12 x 1t2"SMS @ 12"D.C.E.S, m rr-< RIVETS IB`6"O.C. OR 1/4"0 s u a r o m Rl�OJ 'q/f ��M OR 3/16"�ALUM,POP w D r ALUM.POP RIVETS @ 12"O.C. u H w e 5A�OR Y J iIN�N�_•, S RIVETS @ 6"O.C. E.S. OR 1/4"N ALUM.POP RIVETS / a it AND @2 Q w z @ 12"D.C.E.S. 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN FIXi ' w m �'n� 'p!' Uu d ®IAND Q j GUIDE TO BUSHING 1J2" 112"TYP. G T G ESSE'STIALFWCUTIES 13 r m>(3 ti Q Ig ppp C'] WASHER(TYP:) �E T j 1=fl y Z m W o ASSEMBLY WASHER(TYP.) w, zu 1f2" 112"TVP.- EXISTING CONCRETE. z CONNECTION TYPE OR DOOR g TAFORg 2 N a w D x w BLOCK OR WOOD FRAMING w X i3z m W 3 w 3 m i m .EDGE REFERENCE ANCHOR FOR UN. m Q 3 � RE DIS SCHEDULE D1,- CONNECTION CEORE Q ow AH SPACING ASOWN M CLASS SCHEDULE FOR MAX, 4 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING AS SHOWN REFERENCE ANCHOR m 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SCHEDULE ALT.F NER AX REFERENCE ANCHORq f EXISTING CONCRETE, LOCATION.FRONT AND' w O 6 •+ i SCHEDULE FOR MAX. ,•BLOCK OR WOOD FRAMI BACK OQNOT REQ'D O \ SPACING.ALT.FASTENER . WITH ANCHNCH S NON 2 "MAX.FROM PIN / LOCATION.FRONT ANDTMIS { CI CONNECTION TYPE GU E TO BUSHING m 114"MAX.FROM BACK ANCHORS NOT REQ"D $ INSIDE MOUNT SECTION REFERENCE ANCHOR WAS ER(TYPJ ^ PIN GUIDE TO WITH THIS LOCATION SCALE i 3"=1'-0" SPACING/ LE EORMAX. " I4 to ^ BUSHING WASHERINSIDE MOUNT SECTION 5 CONNECTION TYPE L (TYP,1 A REFERENCE ANCHOR a i SCALE.3' 1'-0" EXISTING CONCRETE, SCHEDULE FOR MAX. 11iw1 NOv- M j NOTEe FOR DETAILS.A,.B,0-ANO E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED, i•.i _ m / THE BASE TRACK MAY ID I THAT EA W SECTIONS flT•'}§ WITH 1/4"GAPS PROVIDED THAT RS AND HAS __ d A MINIMUM OF T410 SETS OF ANCHORS AND!S A ET,� CO,BUILD MOUNT SECTIO � h TYP.BOTTOM USED WITH THE BASE TRACK MUSTCEILING BE CON INUOUS EXISTING CO OR WOOD'FRA�t}N SCAC' +3"e 1'-0^ OVER THE GAPS BETWEEN SECTIONS. - "`�+ XISTING EXISTING CONCRETE, STRUCTURE �•,-1'' E m BLOCK OR WOOD FRAMING EDGE ST� $$ a g EMBED. 1 CONNECTION TYPE CONNECTION TYPE EMBED. C2 CONNECTION 5 CONNECTION TYPE W%EXTRUSION EXTRUSION NZ c H REFERENCE ANCHOR w SCHEDULE FOR MAX. REFERENCE ANCHOR 5S SCHEDULE FOR MAX. m SPACING SCHEDULE FOR MAX. SPACING AS SHOWN' SPACING�., /� R IN DIAGRAM ON PG.10) w 1416 SP1/2- a: , t-t"R4;J 1/2" 34 w ~ V' v w Q m GLASS 4 w _ m w ouu o: + 1/2 rc OR DOOR &FOR JAll 13 r w w O r w V m w #12 x 1/2"SMS @ 12" SEFE�TABiE O w,.. FOR w w -1 m Ilk Ii ,w w w F!j'm O.C.OR 3J76"H ALUM: StPAR UAO N H. ovum III 13 tr-N W p a .w» POp RIVETS @ 6"O.C. pZ m GLASS.OR+i O QFO? y=O X x Y�wa OR 1!4"0 ALUM.POP Q md4 4O0A &fOR 4HZ Y r Zu $g2 GLASS F 13 'mFZ• ]:W RIVETS(m 12"O.C, S uNr FCR N, ZzOZmMill OR DOOR BE 2 Zz u SQARCN Qw0:QQ441/4-20 S.S.MACHINE Q SS wp O.h- 0 ANDMAX.-FROM PIN SCREW&NUT @ CLA55 _ Y u m ASSEMBLY, i/' 1/2•' GUIDE TO BUSHING ¢ %yg 12"D.C. w TYP. WASHER(TYP.) w F ^ pp• 1/4"MAX,FROM PIN m O a 1/4"MAX.FROM PIN a' S T B NG w 4 CONNECTION w o 1/2" �j ppa GUI E TO WASHER ITYP TIN � e WASHER{TYP,} EOG REFERENCE ANCHO 5;�Zo XISTING CONCRETE, pl SCHEDULE FOR MAC2 CONNECTION TYPE W EXTRUSION 2iv sLOCK OR WOOD EXISTING CONCR£ SPACING-AS SHOWN CONNECTION TYPE EXTRUSIONFAux�aOuuaoo°e RAMING LOCK IS WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM IN PG.10 REFERENCE ANCHOR Q OR REFERENCE ANCHOR SCHEDULE FOR MAX. 5-2338 3"x 3"x 1/4"CONT. 4 CONNECTION TYP #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING sc aP: 6063-T6 ALUM.ANGLE REFERENCE ANCHO D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER P c D CRiP o IMAY BE REVERSED SCHEDULE FOR MA . POP RIVETS 6"O.C. LOCATION:FRONT AND EXISTING CONCRETE, SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING AS SHOWN DASHED) WITH THIS LOCATION RIVETS @ 12"O.C. p WAL RIVETS SECTION CEILING / INSIDE MOUNT SECTION WALL BUILD OUT 93 SCALE,3"= a,✓ SCALE.3"a 1'-0" TION S SCAL FOR ASIU ESSENTIAL CTU %1_11M SEE lAllEl HNlZ SEE TABLE 2- EXISTING GLASS 1/4-20 UK SEPARAMON TO @2:0) STRUCTURE ALT.LEG DIRECTION MACHINE OR GLASS ANGLES ALUMINUM DOOR ANGLES PER BEAM END, BOLT W/NUT .0" SIZE PER SPAN TUBE Cb 12-O.0 OR z ,uw 014 x 3/4'! u C3 1/4"0 ALL SCHEDULE 4 POINTS SOLID SMS 6"O.C� z SPAN TUBE SCHEDULE xw< 0 SET ANCHORS V)W CL WITH 71/8"MIN, SPAN TUBE ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUMAN w W z EMBEDMENT IN PER DESIGN TUBE SHUTTER SPAN THRU-BOLTS ANCHORS PER LENGTH 360: !2 CONCRETE OR ACCESS HOLE SCHEDULE ANGLE LENGTH .-W tol BLOCK,3"MIN SIZE SPAN w w SPACING AND Top soTrom Top sorTom Top BOTTOM TOP BOTTOM 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE µ97t gg DISTANCE, LJ 71- • z 6T 123.6" 136.21 2 2 2 3 4' 0 < a 2*xU'x -- 7. 1 US I 0" 5 6 w 10131 Iftol 2 2 3 $ T' ow qT_ 6 111,w 12V 89.9* 94A, 2 2 3 3 7' 7. 0 3"MIN. Bw 120.1" 151.0' 2 -2 2 z C m ED.DIST. 13 ii%ff" 124.1 3 r 7' 9v 12'r ozr 109.V JJ -Az�q /2" 1 1/4"MAX,FROM PIN GUIDE SEE th'ag WINE u tAc 2 2 3 TABLE 2 FOR MIN.SEPARATION In cc TO BUSHING WASHER ITYP.) GLASS V wo., I Dons" 2 2 3 3 r c)w TWO 1/4"0 WOOD OR DOOR 70 GLASS >OWE0. 122.r 156.7* 2 2 3 4 7" 101 to LAG SCREWS @ 2f." 1/4"0 THRU BOLTS 2fo:< - n SEE BEAM ilS.4" 1370 2 3 4 6 IV Ir T' 240.0' 2 2 3 =47' 10" D.C.MAX.WITH 2" 15 31,MIN. SCHEDULE FOR z E JV THREADED PENETRATION ED.DIST. w T"INTO CENTER OF STUDS EaUJRE�N MBER 220.91 2 31 4 0 10" 16, 132X 1 203.11 3- 5 7 Ir ir 14 SMS @ MIDSPAN BETWEEN 1416 1/4"MAX..FRO PIN t )SE I_ EMS."T I SCHEDULE NOTES: STUDS FOR TRACK TO I"x 4" 5'&2'x6'BEAMS. PLYWOOD& TUBE CONNECTION 1/4-0 ALL Z. LlSE2-xS'XI/4-ANGLES FOR 2-X8-&2'XIO'BEAMS. STUCCO FINISH ' � Y POINTS SOLID 3. USE BEAM SCHEDULE FOR DETAIL I. I-x 4"x.128" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP St BOTTOM BEAMS MAY BE USED TOGETHER OR IN 6063-T6 ALUM.TUBE " SCHEDULE WITH 7/8"MIN. MIN. COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED EMBEDMENT IN TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. THISTAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. PA. BE USED IN A MID-SPAN CONDITION WITH DE LE BLOCK 3"MIN W/NUT @ 12"D.C. SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN o _EXCEEDS THE MAX.ALLOWABLE ANC . IN SPACING 41)3" R '211466 6 N TUBES SHALL HAVE TOP BEAM LIMITATIONS(A OL E a ENO, OR WJTTATITONSH{INCLUDING SPANS, MIN EDGE U *14 x3./4".SMS ANCHORS,ANGLES AND SOLTS�,, H HE O WALL MOUNT SECTION' THIS DETAIL MAY DISTANCE. SIZE SPA TUBE 6"D.C. 3 SPAN TAKEN ASTHE SUM OF THE SPANS AB VE AND BELOW THE BEAM.SCALE 3"-V-0" ALSO BE USE�P] EXISTING SCHEDULE LE 6. LAP BEAMS ARE NOT ALLOWED, AT TOP ACCESS HO STRUCTURE ALT.LEG:DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ZMSED. MAX.DESIGN LOAD=x 72 PsF w 0 BEAM !SPAN SECTION SCALE,3-.1*-0" –GLASS FOR ASTM ESSENIIAL OR DOOR F- FACUUES SEE Z SIFT �ABLE 4 7. A&- :) EXISTING WOOD FOR H%i If FOR.MN.SEPARAIION TO >� TRUSS OR RAFTER 1/2' 1/2' TIT C3 GLASS 4 < 4D 74"MAX.D.C.--\ /2 /2' Ilk EXISTING FINISH Ark W. MATERIAL 1/4-MAX.FROM PIN GUIDE 1 16 TO BUSHING WASHER(TYP.) t'x 4"x 1/8"6063-T6 ALUM,TUBE W/THREE m jag 1/4"TILE(TYP.) . I x FINISH MATERIAL 1/4"Iff WOOD LAG w SCREWS WITH 2-3/4" 3/I"PLYWOOD DED vow-911 ER '.3- THRT' EE -k2 3 4 glilli I 'C' I/ \1_� i " TRUSS R, Br SEY .. MORE III;THA To MINIMUM THREADED s! PENETR."T"IN WOOD -6 7"D.C. 1/4"0 A325 GRADE THRU BOLT L t OF TRUSS OR S/16"0 A325 GRADE THRU BOLT @�2"D.C. EACH RAFTER GALV.OR S.S. 24"D.C.MAX.WHERE TUBE EXTE14DS BEYOND 11 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE TH 1.D.C.W/1-1/4"MIN.EMS. 6", EXTEND TUBE TO z 2"x S"x 1/8"6063-T6 OR 1/4-0 LAG SCREW @ 9-OX.W/1-7/6- NEXT TRUSS. lxw U, ALUM,ANGLE W/THREE "I w, 5a: -0 WOOD LAG MIN.EMS. IN WOOD SG-0.42,TO 0.55. w IS 1/4 w SCREWS WITH 2-3/4" C0FYF"ffFRWL6BWMPl 1/4-20 S.S.MACHINE SCREW MINIMUM THREADED 12"D.C.IN BETWEEN TRUSSE PEN M 15-2338 EXISTING CONCRETE. WITH 1/2"0-ACCESS HOLE ON ETR.-T-IN WOOD P HOLLOW BLOCK OR 2' x 5"x 1/8"CONT. WOOD FRAMING,SEE ILIA�KSI E OF TUBE OR#14 SMS EACH RAFTER OF TRUSS, SCALE: III XZ zm ALUM.ANGLE(6063-T6) O�.MAX,IN BETWEEN < << ANCHOR SCH D.BASED 24"D.C.MAX.WHERE PAGE DESCRTPnONt ON TYPE OF STRUCTURE 0.1-- tn ANGLE EXTENDS BEYOND LAST TRUSS MORE THAN (MAX.DESIGN LOAD t 72 P.S.F.) 6", EXTEND ANGLE TO OF PASS THRU DETAIL FIMAX.DESIGN LOAD��72 P.S.F�) NEXT TRUSS. SCALE.3".1'-0" O TRUSS MOUNT SECTION 0 SCALE,3".V-0" 0 GLASS OR ``\IIIx4 _ DOOR S � FOR A 2.. •• ' _� 2 • EACJ(IM SEE.TME GLASS OR o GLASS OR T OR FOUR NW; 0:w 1_,L--- FOR *' ' DOOR -�^ DOOR m ____ Q a: SEPARA71OR TO MASS �!m - -- -- S FPR o x FOR o w F d I - -I— �y �♦"� y -FOR F�vVi� BFOR wIr-w NxF.m I i Q v + •`S`V\ O t•\5 S£PARAiION 70 vxj wOd,o SEPARATON TO 'd L�7 fl u 4"MEN N N . \ QASS X w (i�1SS }x.2 13 w 5 N ,�—••— w dAs 13 f w m z o w -$¢ RADIUS HEADER Ma UNTED <U a w t d t3 w a x CONNECTION TYPE w tL PARTIAL ELEVATIO C9 u� z o o w F �o U R FERENCE.ANCHOR ¢a y m 3 w ,x u N SC EDULE FOR - SCNJF-3•= Y'-O' y7L, g FfAX. WL 20 N 20 d< SPACING. )S .280" w �+ w .2SO" .25p" v°'i - +11MMMMMI N K a y f TJ4"N TAPCON�aT 24" CB CONNEC710N TYPE w 1 g o w s O.C.WITH 1-714 MIN. REFERENCE ANCHOR 0� ow / EMBED. r SCHEDULE FOR MAX, <SPACING w : / EXISTING CONCRETE OR / EXISTING BLOCK ONLY.WOOD /� STRUCTURE \FRAMING&WOOD ANCHO S ' 4T ACCEPTABLE- EXISTING-HOST STRUCTUR w xni C EXISTING FINISH z n \ a WALL MOUNT SILL DETAILM 1/4"MAX FROM SCALE t 3"=1'-0" MATERIAL .w GUIDE TO BUSHING DIST. \ DECORATIVE FLOOR TRACK DET IL Ssy�FQ6 CNU(T[tN�4y"INTERVALS :xr..+ WASHER(TYP:) E RECESS SILL DETAIL �-'' SCALE i 3 1'-0" DETAIL tp1)U�P�1 FOR ADDITIONAL $j� -% �•✓ SCALE s 3"=V-0' A`.1! INFO). TYis.TtSP&BOTTOM. K th oy`�a rci FASTENER.( EACH 4"CUT Erni G' M SEE ANCHOR SCHEDULE BASED o'er 1/4"MAX.FROM I VERIFCONNECTION ANCHOROSPAC N G a '� u`, '� z'g w PIN GUIDE 70 IS ACCEPTABLE BUSHING WASHER _ R (TYPJ {` If E 6 z io i°h of bi.. o vvvvvv 0 w 1/4"MAX.FROM PIN GUIDE a'S ffi TVP.BOTTOM w „ 1/2" O BUSHING WASHER TVP. EXISTING - W/NU MACHINE BOLT WJ p STRUCTURE NUT p 2"O.C. _ �t- 19.CU7 AT INTERVALS T;L;^ .� EXISTING FINISH FORM CURVE(SEE DETAIL l:.Y.YY I MATERIAE, ( CONNECTION TYPE ' REFERENCE ANCHOR SCHEDULE FOR MAX. ee 1"x1"xt/0"&7"x2"x1/B" SPACING(FASTENER ? 1 a� 6063-T6 ALUM.ANGLE CUT TO 1"xy"xi/B" 1"x2"x1/0" I . ^^ R EACH R PIECE $ MATCH Ayy.��pp ppppOVIDE SUPPORT 6063-T6 ALUM.ANGLE CUT TO p CURVED TRACK SECTION DETAIL C OF CUT SHUTTER EXT�{USIONS MpTC{{AND PgOVIDE SUP ORT SCALE,3"0 1'-0" FRONT AND BACK.WHERE OF CU7 SHUTTER EXTRUS DNS q -FRONT OF EXTRUSIONS FROnnT ANA BACK..WHERE /'•' P2 pT CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS Y3( IS NOT REQUIRED. `CONT NUOUS REINFORCEMENT I5 NOT REQUIRED. '} �� P1 e �© p0 ~ g °0 1 u t n APPROVED MOUNTING Nal x MB CONDITION.MIN,OF TWO PER - MB APPROVED MOUNTI G NP PIECE CONDITION,MIN.AF WO.PER qq PIECE RR qq 15-2338 SPACINGEWITH A MINIMUM OF � SPACINGEwIiHSgqTE INIMUM OF � &CALEt B P18CEFA5TENERS PER CUT PIECfiFASTENERS ER CUT vAGEDESCAIPTtON: i @Pi TYP. SECTION FOR SHUTTERS P2 TYP^ ALTERNATE SECTION FOR SHUTTERS' SCALE:3'. 1'-O' SCALE.3'-)-0' --- O a HOR SCHEDULE: CONCRETE 2 x S ITYPJ 1-2,,5 OUTSIDE AMC.Cb TOP FLANGE a SEE PAC,. 2.5"MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To 8�8'1 Spans Up IZ:t LOAD I SECTION X) COMM TYPE CONN TYPE TYPE 0 ANCHOR (pso CL 1 C2 1 C3 1 C4 CS I C6 Cl I CZ r3 I C4 I CS I Cr, cl C2 I C3 I C4 I CS C6 1/4,ITW TApCON OR ELCO, 48 16-0"160'116.0"116.0"16.0"16v0"16.0"16.0..10,51,110.01,116.01,113.w,15.51,16.0"1&51116.011191511 1., 0 0 ULTRACON WITH 1-3/4- 62 16.0"160'112.5"1120'16,0"14.5-16.0"16.01, 1. 13.0"10.0"11.0"10.0" 7.0" S.W 11 S rryp.)l OR HEADER SILL EMBID'3191.pll MIN CONC, 72 16.0"16.0"10.0"19.5" 16.0"12.5"15.5"16.0" 6.511 9.51, 9.0" 9.01, OJA]E�QLF ME 6.0" 110 14.5"14.5" 6.0" 5.5" 8.5" 0.5" 0.0" 7.5" 4.0" 4.5" 6.0" 7.5' 6.0' S.01 A bR 0�7 SPACING 6 S.01 7.V r.O" 1.11,-5-11T 6.0- S.D.I SECTION a N X 6§ 461'. 2go�"-- 4 114'MILLENIUM MILUFAST 48 16.0"16.0"16.V 16.0"16.0*16.0-16.0"iUr IIX 16.0111 1 S`� SIDE CLOSEST TO OPENING±!-OL ii!E 14. 9�v 8.0" 12.0"11.0"10.0" 9.0- 7.5" WITH 1-314-EMBED(327SpSI 62 16.0"16.0"13.0"12.0"16.0"ISS"16.0"16.0 t 7 -=4.04., 9, 4.5 16 I�W1 oll 8 V, 12 s" MIN CONCRETE) 72 16.0"16X 10.5" 9.5- 16,Cr 2:E ILL 14.5- 6.V' 901 9.5" 8.5" 7.0" S!'; NOTE- "S"INDICATES ANCHOR SCHEDULE SPACING, M X j 110 13.0"13.0" 6.0" 5.5" 8.0" -3V 9.0., 8.0., 0- 4.0" 4.5" 6.0" 6.5" 5.5" 5.51, SPACING DIAGRAM FOR 'Cl CONNECTION TYPE: -io-o--TS-7,731-w/71 M m &VI SJr 5.51, Cl CONNECTION TYPE USING PIECE 3 OR Q =10 Z.. 114'ELCO CRETEFLEX SS4 48 16.0"116.0"116.0"16.01'16.0--116.0"116.0"116.0"116.0..... ..... 16,0"116.0"116.0"116.Dl""'I 10. 14.01 z g 2-EMBED(335OPST MIN fl.o" 2 I�11� 160'116.0"1160'1�11!� LZOLO._�'1�6.0';116. 144"13S' &W, .0;;i,:16 '!2 ji_ 12.0"110.5" 6 �;'16.0 61 cmr%', 41- .5. 9.5. V) _Tl_o 16 'o 8.0"111.5"113.0"112.0"110.0"16.0"15.0"16.0'19.0. 15. w.15.0" 8.0" [NATION io a 0 4.0"15.0"18.0'110.0"18 0"15.0"14.0"15.0"1 S.D" 10.0" 5.0".14.0" S.wl 2 x S(TYP.) � \1, "Jcoc.MSINATION 9 10 COMBINATION a 2/4-ITW TAPCON OR ELCO Cl I C2rCr+-G4--Cs-_C"G_I CS I C6 Cl C2 I C3 I C4 GS C6 0 ULTRACON WITH 1-3/4' 48 16:E 16.0" 7.5"17.5" 16.0" 7.5" 16.0"116.0" 16.D"I S.5' EMBED(3192pst MIN CONC) '6,0" 4_1" 0j BED(3192psl MIN CONC) 62 16.0"16.0" 5.5"1 S.r 16.r 6,0-116.0116.0- 12.5"1-4.0" IO.V" 9.5^- 9 72 16.0"16.0" 4.5"14.5" 16.0" 5.0" S.... I.". wa 9.0" isE Iss. 7.5 110 14.0"140' B.S" 7.5" 4.5" 70' 6.0' t S ITYP.1 R 200 7.0" 6.0" 7.0" 6.0". 6.0.1. 1/4-MILLENIUM MILEPOST 48 16.0"16.0" 16.01,16.0" 7 16.& 11.5"11.5".-4.5' NOTE! "S"INDICATES ANCHOR SCHEDULE SPACING. • L3_ 2�:: R.§;'11,gm r .9.5 WITH 1-3/4-EMBED(3275pS] 62 16.0"16.0" 0" 14.0"15.0 SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 16.0"16.0" 7.3� 7 0" 16 11.51,lis" 11.1 6'. S.S., C3 CONNECTION TYPE USING PIECE Qg WITH OUTSIDE 110 10,51,10,51, 4. 4.5" 4.0" 6.0' 6.1" ANCHORS ONLY S.5- 4 C4 CONNECTION TYPE USING PIECE(0)OR @ WITH 200 5.5" 4Z" 4 OUTSIDE ANCHORS ONLY 1-114-MIN EDGE DISTANCE 314-ALL-POINTS SOLID-SET C6 Cl C2 C3 04 CS C6 Cl Cz vo ANCHOR W/7/6'EMBED& C, I C-t M& 4.1" ANCHOR NOTES: -20 SS MACHINE SCREW 16.01, 0.0" 16.0" 7.0" 10 SI!11.0" 01' F1 14 48 I(30DOPS1 MIN CONC) 62 16.0" 9.0' 5.5"* 7.5" 7.0". 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE E 72 16.0' 7.1.1 6.5" 4.Y' 6.0" S.S" 110 10.111 4.5" 3.0" 3.0" 5 4.0" LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Po 1). .0" W R 200 5.0' ME MM TS§" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR y. 1/4"ALL-POINTS SCUD-SET 3"MIN EDGE DISTANCEUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/6'EMBED Ci 1 C2 1 C3 1 c4 I cs c6 I cl I c2 I c3 I c4 I cs I a I a a C6 C3 E4 CS 9AN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16, 16 oll 12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. IT ji " ;;! 111;:1 2.-.0 1.104;1'710" (300ops)MIN fwriq 62 N.;;Ntio:;INK ". , Li Q .0;:11115 9.0" -52-16.01,16.01,11,1 3.02-0"116.0�'116.0-116.0"116.0"18.5-17.5"111.0-112.D-110.5"19.0"15.0"14.5"15.S" 84" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE • Tio 16.0'.16.0.. 8.0" 7 4,5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER .V !to 9.0. ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4 4.5-16.Y'18.5-17.0"f 4.e I 3.V I 4.5"16.5-1 S.5"17.0"ILw 1 3.5-14.s- 6.5- CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4.POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4.20 SS BOLT AND - Cl I C2 I C3 I 24 CS C5 LI C2 C3 C4 CS C6 Cl CZ C3 -04 CS I C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED 70 NON-CRACKED CONCRETE, t2 I'IMBED'301pst 11111 48 6.0"16.0"16.0"16.0"10.0" 95 12.D"12.5" 6.0"15.511 17.5"1 9.0'1 ONLY. IN'I'S ;;, ODUC) Or NE NNE R"I 16.0"14.5*1 1510"1 7.5" 6.T 7.0' B'S" .0" _T2_16.0-16.0" 9.5' 9.0" 16.0"12.S"12.0"12S.. ..0" 6 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 1. 7. 6 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 6.0 5, % LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER rla" 5.0, 200 5,5" 5.5" FINISHES. 3-112"MIN EDGE DISTANCE 1/4'POWERS SS DROP-IN - 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS --- 0 1 C2 C3 I C4 CS I CS 1 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO XDF% W/114-20 SS BOLT AND . I UATE WOOD FRAMING "..16'V 16-0. 11 - 6.0 14.0" MEMBER PLYWOOD. ACCEPTABLE ONLY FOR I*EMBED(300OPsi MIN 48 A 16.0 16.0 16.0 16.0 11 .0'1 SIDSCL&NOTPIeCrVD.FASTENING TO,PLYWOOD I 0 iit 13.0" 8;0"19151, URE 16.0"15.5"16.0-16.0" 1 0 S.W' 7.0' LO 1; 110" 9 0" 5.0"17.5" CONC) 1-NN6; 0 1 7 16 " B.� 9 2 .0 9� T6.0 T3.5'13.01,13.0" 6.5" 5.5' 7,5' 6.5' S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 1119 19 12�D" 5�5 _3�_v'vol- "S" 6.S" 60 5 S.r' SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"TIN olc= 71_0 L.2 WOOD?TUD.3/4 5.5" 5.0" 5.51, EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . G SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2-ENGAGEMENT OF THREADS IN INS . #12 SMS W/2'EYEWALL CA I C2 C3 I E4 CS C6 I Cl C2 C3 C4 I C5 C6 Cl C27 C3 C4 I CS 1 C6 CoPvm9FPANKL0B0ADOPE ARMOR INSERT W/2*EMBED BASE ANCHOR-AND MAY HAVE EITHER A FAN HEAD,TRUSS HEAD,OR WAFER 48 1&0"16.0`113.0113.0"16- 13.51*16.0-16.V S& 7.5!'116.0" 9.5-14.5'!ISE 5.0- HEA0(SIDEWALK BOLT),U.0,N. (200OPS1 MIN CONC) 62 16.0"16.0"19.5"19.0" 16.01 10.5"16.0"16.2! 6.0" 5,5"112.5" 7.5" 10.5" 947 3.S" Ir i 9i.-011",i&.§ 15-2338 72 AE:2�16.0":8.0'17.5" 16.0" 93" 14.5"15.0" S.0" 4.5* 9.0" 6.6" B.W' 7.V 3.0"W DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. TCALE, -i-io " 8.0 IZIA 4.5 14.5" PAGE DESCRIP"ON, AiE L3E -17 1-5' _1.0' 3.0" 4.5" 4.0' 7 G" .5 5 3," 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 200 7.0" 5.5""V 3.5" 3.5" 7.0" S.5-7 3.V 3.5' 7.0" 3.5" 3.5' NUT OR WASHER WINGNUT. S.sr" #12 SMS W/2.75"EYEWALL 48 16.01 16.0"16.0"L6.0"16.0"16.0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6.51, 11.5' 9XI 1 MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 10. ARMOR INSERT W1 2.5" '62 16.0111 13.5 13.0"16,0"15.5"16.0"16.0" 8.5" 8.0" 16.0"11.0"13.5 44" 7.S-" 7.5" Y JI i_610__16.0" D_ _. 11 13 5 16 0' 16 V 70 6 5' 4.S" 401 610" &0" S EMBED(2000psl MIN CONC) 1151, 951, 1101, 9S. 11, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILL SHOULD NOT BE USED TO 1.16.0.. 6' 05.1 9 01. 1 .� 9 1. 'P 1 71- _TS-_ 3..0'. 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK S 0 110 islo 10 5 4.5" 4.0" 1.,.. 9% 3.0" DRILL INTO HOLLOW BLOCK SH06LD IMPACT DRILLS BE USED TO INSTALL i jq�i:�:j-;;- Tv - -I- - 200 9.01" 7.5" 1,11 3. 4.t Sfl Q) 3.0" 1.5",5.0'19.0"17.5".3.S" 13.0" 4.5" 5.0 .'iii 1 +T'�317"�YI 1. l. i'li C6 Ci C2 I C3 I C4 mE�E�E�E� �E��EE��iI��@��fiE�L$�®�Ei�Q��E��4'I�kT�EL•�E3�[�i�i�®il�®��� r .. n ;.,' � E�ES�Ei�t�i i75iE�E�1 E3�E��E�[�31EEFIEh���®F�Ei�EE�t�®E�EE�EEE�E�E�R�E�1E�iEE1t7®�iI�L�E� ''i - � . MEN !:- KEN mmEmammmm im FI�Ef�El39iQ�it�i¢ ��ESiF�i�� t �±I mmmmmE�mmm®� ��QEI����� IF�i�Ei£Fl��i➢EL����� mFt�EM QauE�Yi����i14� �[�i�F �Q �EL�EL���Q�E��1R�i�iil �l©��]ii�� t Em"m mmmpm ummEmmF Eummum iL•�91Em%JJ///.E�[1�mFIi�Q�I5uF.E�9E�mmumEmmummmmm :%%JJ/iEu� t ■C���0C�3�i�lR�t P��3mtfii AlCii�C?i��s3t lGl�l3�1®���ldlm[�C�3"MIN EDGE DISTANCE GIommum I �Ei�EG�E�E�EE�E�➢ E�E�IE�iE�lial�EE�EE4�%/lli%/J/l%• ®Ei�Ei�¢�F2�IE�FT��I�IE���¢�I¢331[�[3��AE� J ,.; ti3EUE[�E�E��[ETiI��ffi���E�E�E % !/Ill///J r!/.'/l/r/¢ ®�E �9E�iEEYIEE��iY���EL�t�iFE� . 1 :_.,..._...... mE[�EC�E�E� • iE�4�F�%///i%%//�E�[iF�1®%//.%/ll/%%///.%/IJ/Q�Q��Effi1E1� Q� ®��IF�iE�[�iii.®%///.®SIt� �'� _ . ®E / %JI//j/,J!!!!Jl///r.Eg31�i%j/l////%/!///��[�EE� E��R�%/////,E�I�iEmfl[ %///% �IE� //J/i%/ lflrFi[83��1G///!/lAli//% Fi��//�i.'�Jlr�1�E�E�E�`�IJ�lOIf imam114'Ip TAPCON WITH j OE�FE�E�EE��i E��/J////j/�E�31E3�Ea�''//a%/r!///JJ/���[�E Q�EEHt7[�EISiE�MRRim ///.�/!!///r/J/0 1-1/4,EMBEDmE�E�iiii/;riir��� iiJ�iarifJ%iiarfai iJar fiii�f, �r:�c �E�E� iirii�E� iiiiiJriia,�ial, I//// ///JI/I!%Jl�%/1/ !/ll//////W///%!!l%%////li !!rf/i Em iiiaiiiiJi� �r/iai�ii�l//�iriiirlliiiiiaiaiiai�iir�iiairiiiiiliiE�E� rliirl�llJiiaii iailiilaiiilairiaiiiiiai�;iiiilirliiaii/rli /!%l!l/ 1/4"ELCI •'W:_.•.......... mmUdiLIZAL� ®ali.iiifrilii� r�far'////1,E�®�1!/�%//!!//, • �1///.''//!!!/tel!/�''////J,/!/�!//�N/%l//l%% , rflGaln � �J/1m%/!!%/l�!!!f/� Euum � i!�///rl/ Noo, RIM EmEm / %////!//'/a%!//r/!//�!//� r / /c mE�E�ilr�ill,,iiliIcUEaa�}�i;Ji%iiliirJila�ii�aairiiia,,ii�i/�,ira Rummumv/!/%!!!/fi m�E oFmKUemmmMRE]E�E�ii ERIE£iii%l///0/7 m�FI�L�C�E�[�i�'//!!!��!///J� E�i11EID��J///•"'///! rfli�����EMEM mEa9��E�[E�E�®�// J/J/���rlll/,'�lr�lJ/lr� mmom ■ E4�E3maar!l!�/////�i.E351 /�% � ��i�//lam rO/NV///� �mmnm© iomt®EoMMM®mmr�mmmc�iQEcamc�©mor Nil •, m��l!//i/'�J�%'////l/r//!J//%///r�•'/l////J�//J�,"'/////!i,%/!!/��/JJ�/r��/Jr/��lll��/JOS%/!l%EEL•�OYE�EE�E��EE��E�EE��t��1�J//�.�1 - m mP/11%ii%l/%i'//!///'////l/%fi.,%///Jl%////r.,'%/l%%%l%%/Ji Emriliriiiirlii���i/iiiiii�;/�;�ai�iir,./�iliilriliiirlli/i�c��/iiiaJii iliir�•Jl�illiiiiiii�iir���/ir .viii,iai iirir�r; 1 ■®��ICSM®MEMO MMOM IRNMEMC3no MMMMMIER©MM OE�EI -®E�EF�E�®'/1/////r'////rFElli%//J% //%l/J%i�/r/%J///.E EI�➢� anaxa�➢EE�EE�E��E�E�I��J j��//l � �'l/!r/<<l//[ iE f!//� J//JlI/!%%/!l%'l/r//,lJ/l/rJ/.E9nE�E�ElE�6E�EEmflr/%%/r%EE�1%r//i�////%�///� m �////, lJly//!!/r,,'i/!/�ri///IJrEEE�EfE��F��E3E�®®�E�%rr//r//%i -••••••••• •• ®////////G,////�/l/%ir/'/!/,// !J//�J!!/1/!l!%i i., �J///%/ E om0/r.%/RJ!%i///ice%!/I/%l/r/�fi %////%Jl///.%////f///l/%////J/„////%%////,%///Ji.'%/l//,%//Ifi%J/////%//J//, 't 3 11 - tiittilii yoE CTA E aF ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE:WOOD (G-0.55) 314"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE Sens Vo T.61,011 Spans Uo To 8'-8" • ? - Spans Vo 7013'-D" LOAD Spans Up To 6`-0" Soaps Up 70 8'-8" Spans UD To]3'-0" }� LOAD - _`,:X L w CONN TYPE CONN TYPE CONN TYPE S ANCHOR CPsQ CONN TYPE CONN TYPE CONN TYPE �` ANCHOR (psF) x Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ED Q �•lo'1 ' ppp ClC2 C3 C4 CS ClC2 C3 C4 CS ClC2 C3 C4 CS V1 x MIN LAG SCREW E TIAL ION 48 16.0"16:4"1Y.5"11,5"16,0"16.01,16.0" 7S" 7.0" 16A"16.0"16.0" 4,5" 4.5" 15.0" =0110 o gg 1/4-POWERS TAPPER+WJ 48 15.5'IS.S" 6.S' 6.5" 15.5"111.5"10.5" 4.0" 4.0" Io,S'•' 6.0" 6,0" MIN THREAD PENETRATION J20094' 6:0"16.0" 8:5" @.5" 16.0"36.0"16.0" 5,5" S,S' 16.0"16.0"15.5" 3.5" 3.5" 9.5" NpQ �3 1.214"EMBED 62.12A"12.0" 4.5" 44" iL0" 7.5" O.D" 5.0" 4,5" 4,0° 16.0"116.0"17.0" 7.0" 16A"16.0"ifi3O" 4S" 4.5" 15,0"14.0"22.5' 3.0" 3.6° 7.5' W ~W 3° 72 10.5"10.5" 4.0" 9A" 6,0" 6.0" �' 6.0"16,0" 4:5" 4.0" 13:5"34.0"22.0" 3.0" 2.5" 7S" 31.5" 9.5-12.5" 2.0" 6.0" W W 2a0S.5" 5.5" sn 1.5" 9.5"' 2.5" 2,0" 6A" 11.5" 9,5" 2:S' 2.0" 6.0" 13.5" 9.5" L5" 2.0" 6.0" o w a m q vi 7116"WOOD BUSHING WITH6,0^16.0" 9.5" 9.5"16.0"13.0"13.0" 5S" 5.0" 13.0" 7.5" 7.5" 3.5' 3.0" 4.5" 3 #12 SMS 46 16.0"16.0" 8.5" 8.5" 16.0"13.0"13.0" 5.0" 5.0".12.5" 7.S" 7,5" 3.Q" 3.0" 4,5" 0 1/ 4. '14S" fi,5" 6.0" SA.S' 9.5" 10.0" 4,0" 3.5" 6,5" 5.5" 5.0" 2.5" 2.0" 3.0" 1.13'MIN EMBED& 4-20 < p m ARMOR INSERT Wj SdJ4" 62 14.5"14.5" 6.0" 6.0" 34.5" 9.5" 10.0" 4:0" 3.S' 6.11" 5,0" 4.5" 3.0" y S5MACNINE SCREW 2.5'12.5" S.5" 5.0" 11.0" 7S' 7,5" 3.5" 3.0" 4:5" 4.5" 3.5" 2,0" 2.0" EMBED 72 12.5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5'" 3.0" 3.0" 4.5.,. 4.S" 3.S" D "� 7.0' 7.0" 3.0" 2.5" 4:0" 4.0" 3.5" 2.0" LO" 3.5" 3.0.. x 126 7.6" 7.0" 3.4" 4A" 4.0" 3.S' 3.5". 3.0" - . S^. 3.0" 3.5" AO" 3.5" 3 0" - 200 3.5" 3.0" 3.5" 3.D" 3.5" 3,0" #14 SMS #19 WOOD SCREW6.11"16.0"13.0"13.0";6.0"16.0"16.0" 8.5" 8.0" 16.0"16.0"16.11" 5.0" 5.0" 12.p" .n OR 314"POWERS TAPPER+ 6.0"16.0" 9.5"- 9.S` 16.0"16.0"16,0" 6.0" 6.0" 16.0"13.5"12.5" 4.0" 3,S" 7.5' m WITH 3-3114`MIN THREAD ANCHOR SCHEDULE: GROUT-FILLED CONCRETE-BLOCK PENETRATION 6.0"16.0" 8.0^17.5" 16.0"16.0"16.0" S. 5.0" 12:0"11.5"10.0" 3.S' 3.0" 6.0" 6.0"_26.0" 5.0" 4.5" 3O.S'11.0" 9S" 3.0" 3A" 6A" 9.0" 7S" 2.5" 2.5" 45" rn 1! 4"MIN EDGE DISTANCE :0" 7.5" 2.5" 2.5" 4.5" 9.0" 7,5" 2.5" 2.5" 4.S' 9.0" 7.5'" 2.5" 2.5" 4.5" �•j ra Scans llD To 6'-0" Suns UD TO 8'-8" Soans Up To 13'•0" LOAD CONN TYPE CONNTYPE CONN TYPE n o ANCHOR x (?8 ci cz 6. cs Cl a v 1,C4 6. Cl a c3 cA 5. ANCHORSCHEOULE: WOOD (G=0.42) o �� 2-1/4 IMI .EMBED XL W/ 48 16.0"16.0-1160'116.0"16A"I6A"16.0"I6.0"16.0"26.6^I6A"36.0"10.5'• 9.5" 15:5" IQ Zm A at LL 2-1(4"MIN.EMBED 62 16.0"16.0"116.0"116.0"16.0"16.0"16.0"Zi 16.0"16.0"I6.p" @,0" 7.Q" 10.0" _ 3/4"MIN EDGE DISTANCE V Z D+ 72 26:0"16.0"16.0'"15:5"16.0"16.0^16.0" 35.5"14.5'12,5^ 6S" 5,5" 8.0" � � t7� G Spans Up To 6'-0" Spans UD To 8'-8" Swns Up To 13'-8" pap 110 16.0"16.0"10.0" 9.0" 14.0"14.5"12.5" 7.5" 12.0. 100",5.5" 4,S' 6.0" �.7 .WAD CONN TYPE CONN TYPE CONN TYPE � E 200 32.0"10.0" 5.5' 4:5" 6,0" 12:0"20.0" - b.0" " ' " " " O ANCHOR (ASQ C2 C3',C4 CS CS C2 C3 C4 CS C] C2 C3 C4 CS5/16"ELCO ULTRACON SY/ 48 16.0"36.0 23.5"13.5"16,0"16.0"16.0" 16,0" 1/4'LAG SCREW WITH 1-3/4 48 16.0'16:0" 9.0" 9.0" 16.0"16.0"16.0" b,0" 55" 16.0"16.0"I6.0" 3.5" 3.5" 10.0"rm 2-1/4'MIN,EMBED 62 36.0"16.0" 9.5" 8.S" 16.0"SLO"12.5" 8.0" 6,5" 6.p" MSN THREAD PENETRATION116.V116.0,72 16.0"16.0" 7.5" 7.0" 14.11" 9.5" 9,5" 6.0" S.S" b2 16,0"16,0" 6.5" 6.5" 56.0" 4.S' 4.0" 13S"SLS'10.5" LS" AS" 6.0" N fl o. p n^ 72 16.0"160' S.S"- 5.5"116.0"116:0"16.0" 3.5" 3.5" 10.0" 9,5" 8.0" 2.5" 2.0" 5.0" Ll 110 8.5" 8.5" 5.0' S.5" o �` .110 15:0"14.5' 3.5" 3.8" 9.0" 9.0" 8.0" 2A" 2.0" 5.0" 7S" b.0" 2A" 4A" R o d h $ 200 v 200 7:5". 6.0" 2:0" 4.0" 7.5" 6.0" 2.0" 4,0" 7.5" 6.0" 2.11" 4.0" � o 2"MSN EDGE pZ57ANCP #24 SM5#14 WOOD SCREW 48 16.0"]6.0" 4.5" 9.5" 16A"16.0"T6 70- 6.0" SS" I6.0"1].0"31.5" 3.5" 3.5" 7.0" y'y R Cl �C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ 'C3 C4 CS OR 1/4"LOWERS TAPPER+ 62 36.0"16.0"7,0 6.5" 16.0"1A.0"35.0" 4.5' 4.0" 95" @.0" 7A" L5'" 2.5^ 4.S" #12 SMS WIZ"EYEWALL 48 16.0"S6A"IOS"10.5"16.0"16.0"Sfi.O" 6S" 6.5" 16.0"12.51,12.5" 4.0" IS" 7.5" O WITH 1-3/4"MIN THREAD , g PENE7RATTON 72 16.0"16.0"'.55" S.S' 16.0".31:0"11.5" 3.5" 3.5" 7,0•' 6.5" 5.5" LD" 2.0", 3.S' ARMOR INSERT WJ 2'EMBED 62 36.0"16A" 7.5" 7.5" 16,0"15.5"36.0" SA" 4,5" 105" 9:0" 8.0" 3.0" 5.0'" . 110 Ip:S"IDA" 3:5" 3.0" 6.8" 6.S' S.S' 2.0" 2.8"-3.5" S.D" 4.5" 2.0" 2:5" '� 72 16.0"16.0^ 6S" 6.0" 16.0"12.5'12.5" 4.0" 3.S' 7.5^ 7.0" 6.5" 4.0" 2011 5.0" 4.5" 2.0" 7.5" 5.0" A.5" LO" 2.5" 5.0" 4.5" 2.0" 2.9" 110 32.5"13.5" 4,D" 3.5" 7.0" 7.0" fi.0" 3.5" 6:0" 5.0" 3.8" x 200 6.0" 5.0" 3.0" 6.0" 11,1 1.11-1gi Ppaa]]••��y�� �gy� . o sW la l .1 ' e 2a ANCHOR NOTES-SEE SHEET CWffi EFPAhXLBE*MWPE 10 FOR ANCHOR NOTES, - 15-2338 SCALE: PACE DESCRIPTIDN, UiiNTITN ROUND WINDOW 1\ N I' •.f9�j� • ASSEMBLY a' EDGE QF ACCORDION 12•MIN FROM SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION - 0.125' ' ` TOP OR BOTTOM SHUTTER BLADES ►*' - O.tl32• { 0.125' I h 0.032-i}I�• �°� OF '• 0.196`.1 ;"' _ `\`; d0 �' Fil m, •\� tiw i JJ �t \\\ 45° i } E u a t 00 �X..x g L '�L9 2.075*0 HOLE TO RECEIVE ROUND 3.5°MIN Q Q�w W"5 d Jif w WINDOW ASSEMBLY TYPXCAL JU 02.875• / 0.188" w u `{T' 2.875'0 HOLE(TO RECEIVE 3 .. /n�NL.TI. BXC03.250• ROUND R WINDOW OTAHSESREBMLBALDYE) MAXIMUOF3WINDOWS GHT-N-VIomou.!i mOt[�q!•E+ y< PLAS7iC5 SLX14317-UL-94HB - ROUND WINDOW f \ LIGHT-N-VIEW WINDOW ' ASSEMBLY 13 N.T.S. EXTERIOR ELEV N en w b N i2•MIN FROM EDGE OF.SHUTTER, EDGE OF ACCORDION ' ( TQPOR BOTTOM" SHUTTER BLADES �7,�ro¢p RECTANGULAR ) z.E 2 m Wl�DOW ASSEMBLY 4 1 BLADE W ROUND WINDOW EDGE ACCORDION 13 N.T:S. - EXTERIOR ELEV a Q" a 0 SHUTTER BLADES _.. �-2.210'—•--� �*-1-"'"'' uX p O.idS` 1.210' "0145' O TYPICAL . 0 0 o R 1.500`x 6.000° OLE(TO In � RECEIVE RECTANGULAR WINDOW ASSEMBLY) 1.500•x 6.0001 BOLE(TO RECEIVE u! MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) . •161` PER EVERY OTHER BLADE a O 093• � ,ozo• 3 RECTANGULAR WINDOW' a11 i Is l El o o n 3 N.T.S. ----� EXTERIOR ELEV Q31 16 A$§epIA. 40.500' 0mo. N �-)3.5•MIN. RECTANGULAR WINDOW RECTANGULAR WINDOW NOTES:TYPICAL ---1 0 ASSEMBLY, A (�•) 145' 1. 7HE RECTANGULAR WINDOW SHOWN INll,� 9 5/13 IS MADE FROM GE XL30 LEXAN WITH 0355` p 7 0.075°MINIMUM THICKNESS.2. FRAME FOR RECTANGULAR WINDOW MAY0.145 : iiiBE NYLON 6OR POLYCARBONATE WITH A ° MINIMUM THICKNESS OF 0.161'.ATTACH COPrFUGMTIMNKUBDKWOPfc 1.856°, }-0.177° .355• TO BLADE WITH(6)S4 SS SCREWS OR 15_2338 ..TTtt BOLTS WITH NUTS. S - SCALEi - 33 A SECTION A-A PAGE DE34RIPTION� y BLADE Wj RECT. WINDOW rS'*� RECTANGULAR WINDOW �' 13. N•T•$• EXTERIOR ELEV13 N.T.S, ,i EXTERIOR REV '��