Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Florida Building Code Online Page 1 of 2 i { IZ' "My- WA.M. 'p BCIS Home I Log In User Registration .j Hot Topic ; Submit Surcharge s, Stats&Facts Publications ( FBC Staff BCIS Site Map Links j search j ("j-, f}Product Approval /ice 1r:�tp14t� USER:Public User E'�{. „L�_'17 t•:. ms'&^s R Yl ✓d, Product Approval Menu>Product or Avoiication Search>A licatioi ist> etail MAR 2 8 2017 FL# 7-R5 PERMITTING Application Type Revision y St. Lucie County, F Code Version 2014 L Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 c-alum.com Authorized Signature Frank Bernardo frank@engexp.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 CAccordion Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer *+� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. ^✓' Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Inde in 2.12df FL13757 R5 COI Indee3.odf l':3757 RS ;Q.._Incie.^_Hdf 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 L13757 R5 Eauiv Equiy 2.ydf FL13-157 RS Eauiv EgU:y 3.odf FL13757 25 E uiv Eou:v.gc` http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 3/23/2017 L _ � Florida Building Code Online Page 2 of 2 iY 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 .......d... ......._................._._.—... ........_.__.-"--.__..--._................---...._.._.—_.__..._._....__.___.......—__....._....—___.�._..--- ...... Summary of Prou FL# Model,Number or Name Descr n 13757.1 6.8 Accordion Shutter ge Missile Impact Resista Accordidn Shutter System i Limits of Use Installation Instructions Approved for us n HVHZ:Yes FL13757 RS II Dwg.od( Approved for use o ide HVHZ:Yes Verified By:Frank L.ee o,P.E.PE0046549 Impact Resistant:Yes Cr ent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.odf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIT757 k5 II Dtvg 2.Ddf 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 i Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.odf I combinations and additional limitations of use. Created by Independent Third Party:Yes 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. 1 Limits of Use Installation Instructions Approved for use in HVHZ:No F11757 RS II D.1g 3.odf Approved for use outside HVHZ:Yes Verified By:'Frank L.Bernardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information,anchorage,etc. Fl„1 757_P.5AF—val 3.pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriqht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Pryoduct Approval Accepts: Sry.�. WE ?ted: Credii Card Safe http://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgvgk7yHMuovb... 3/23/2017 6.8 ACCORDION SHUTTER ° L=4/f """) ..FOR USE WITHIN AND OUTSIDE THE HVHZ _ I TABLE 4 TABLE 1 TABLE 2 ALLOWABLE SPAN SCHEDULE �'.• L'TA OF ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ASTM ESSENTIAL FACILITIES ONLY FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLSCHEDULEOWABLE PAN n4 Q g•\�<4 HVHZ HVHZ MINIMUM SEPARATION MINIMUM SEPARATION POSITIVE POSITIVEWIND HVHZ FROM GLASS NON-HVHZ FROMGIA55 -kP4 WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE DESIGN WITH CENTERMATES DESIGN SHUTTER DESIGN SHUTTER INSTALLATIONS INSTALLATIONS 1MN0 LOAD INSTALLATIONS INSTALLATIONS POSI7IVEAND PRESSURE SPAN DESIGN PRESSURE SPAN s30'ABOVE >30'ABOVE Z w=••X WIND UNIMATE zt ALL s]0'ABOVE >30'ABOVE NEGATIVEWIND �U'�w LOAD(PSF) 30 OR ai 5 3z MOUNTING (PSF) GRADE GRADE WINDD LOAD ALL (PSF) GRADE GRADE - L m$z LL o CONDITIONS" (IN.) (IN.) MOUNTING (IN.) (IN) v�j a LL U 5S° OR®8 Q (PSP) CONDITIONS" Z w o E 28.3 158" 5,7" 3.5" 60" 3.1' 1.1" p? w 23.9 - 156' 156" 150" g0• 3.0' 1.1" 50.0 156" 3U 69" 3.7' 1.4' w y 25.0 154" 1561. 156, 120' 3.1" 1.9` 15 v J 30.0 147° 156" 156" 30 9B' 3.0" 1.5° 55A 155' 1�4 c 35.0 742" 150" 156• 12°" 3.0" 1.B" 60.0 748' 156° 5.8" J.5' o W 3 4D.0 137° 145' 156" 156" 5.7' 3.5' 65.0 143' 80° ].1 1.1° '�p "¢ 1. 1.1.1 1.1" 70.0 137- 99" 341" 1.6° a p 141" OB" 3.0" 1.6" 75.0 73J" Y$ 50.012°" 73T 758" A0 108' 3.0° 1.0" 00.0 128" 13" 40 120" 3.0" 22" 85.0 125' 60.0 124° 131• 140" 166 5.6" 4.3"60' 3.1" 81 65.0 121" 129' 143' 132' S T 2.8' 90.0 121" 70.0 119" 126' 137" 745' S.7' 3.5' 85.0 118" 75.0 117" 124' 133' GO" 3.0' 1.1" 100.0 115" 99" 3.1" 1.7" t; 00.0 115" 122' 128" 99" 3.0" 1.7" 105.0 112" 50 100" 3.1" 50 108' 3.0° 20" 110.0 110' 120' 3.1" 2.5" K o i 65.0 113' 120' 125" 120' 3.0" 2.5' 115.0 10T 132' S.6" 3.1" 80.0 112' 118' 121' 156" 5.8" 5.2" N 85.0 110" 117" 116" 137' S.7" 3.5" 120.0 105' �I� m ¢M 100.0 100' 115' 115" 1., 1.2" 125.0 103" 60" 3.1" 1.1' 1��p'9o-§2 m 105.0 107" 112' 112' 60 99" 3.0" L9" 130.0 101" 99" 3.1 2 ym g G LL 108" J.0" 22" 135.0 89" _ 60 100' 3.1" 2.1" _ U 110.0 108' 110' 110' 140.0 95" 720" 3.1' 2.7" ¢ y 115.0 105' 107' 107" 131" 5.7" J.5" c¢Y 120.0 704" 105' 105" tl"E " 3.0" 1.2' 145.0 92" 148' S.8" 5.0' �I / 3.0" 1.5" 150.0 89" 60" 3.1"125.0 103" 70 155.0 86" B4" 3,1" 1.5'130.0101' 3.0` 2.0"_ 1 5.T 3,5" 160.0 03" 70 99' 3.1" 140.0- BS" 60" 3.0' 1.2' 165.0 81" 120'. 3.1" 3.0" d 'r 145.0 92" 04' 3.D' 1.7' 170.0 76" 137" 5.8" 4.5" O a BO 175.0 76" 80" 3.1" 7.2" 8 150.0 89" 99" 10' 2.3" 180.0 74" 84" 3.1" 1.6" o 155.0 - 66" 118" 3.5" 3.5" 700.0 83' Bob 3.0' I.T 185.0 72" BO 99' 3.1" 2.2' 165.0 - B1" 84" 3.0" 1.8' 190.0 70" 120' 3.7" 3.8" J 170.0 - _ 78. 110 195.0 66" 121" 5.8" 3.7' 99' 3.0' 2.5" 175.0 - 76" 110' 3.3' 111. 200.D 66' 60" 3.1" 1.2" m� 180.0 74" 60" 3.0' 1.3" *E FOR BUILDOUT MOUNT MAXIMUM 110 84' 3.1" N 185.0 72" 120 04" 3.0" 1.9" 9B' 3.1' 2.5' �' . SPANS AND PRESSURES,SEE aq 2 �hill 180.0 - - 70" 105' 3.1' 3.I' TABLE C ON SHEET 6/13 I10" 3.3' 3.3. 7 $ a g 60' 3.7' 1.2" bgf 195.0 GB' e FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 200.0 66" 120 TABLE C ON SHEET 6/13 p105J.1' Y$ ° esC�x� 's£ g TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: p7 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD I. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN8p 5 COUNTY FLORIDA. /� MIAMI-DADE[OUNTY AND BROWARD COUNTY FLORIDA. 96,g xf 0S 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN (//� TM 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN ' PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 39 y 3. THE 6.8 SYSTEM MAY TE MOUNTED WITH THE FORINSIDEEX AND () 3. IN SEPARATION FROM GLASSES REQUIRED FOR - OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: lv` INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF GOPrPlcxrrw+7ocLBew,wOOP.E IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-2338 BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND _ THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES - OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT PAGE AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DESCRIPTION: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGNWITH THE BACK OF THE SLAT FACING OUTWARD. g PRESSURES ARE AWAY FROM THE HOST STRUCTURE. _ 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 8 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT HURRICANE PROTECTION PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, 3 a PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE f J THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL USED, BE USED. I �J �%% K CENg� s�q0. 4%i17;2 A ((��F i'p•• SfNn: GENERAL NOTES: �4m a,$ wU Pxi$o 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z 'a< w�o CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE L9 w INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM c m§w o Q MEETS MISSILE LEVEL"D'AND INCLU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z N D 0 3 w SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION SECTION W w "s 2. POSITIVE AND DETERMINED PER SEPAVE DESIGN PRESSURES RATE ENGINEERING IN ACCORDANCDFOR USE WITH THIS SYSTEM SHALL BE 3:�!E WITH THE GOVERNING CODE.PRESSURE 'R a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK L pw BUI DING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE �o a CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. a 888 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ,e SAFETY FACTOR. M 0 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND 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 J 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND N¢ VIEW N H LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w a LL 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ,I Ld DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a� WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85 F- 8. ma o M SHALL BE USED. 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 7) per' SITE.1LUN J I zm`z , 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL '� @ ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME y'� f o U PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. Y s 3 N 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W �r CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR h VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM LL THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM TRACK LO, SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE F DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12, EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: a TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE R FORT LAUDERDALE,FL TYPICAL .PL a MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201,202&203 0 $ FLORIDA BUILDING CODE APPROVED 9 TYPICAL :AODION e13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25K•S•I• SHUTTERTION �,y 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. N.T.S. Y 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. r 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". g 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 3?� e 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CalMGWFPMLBEAN.BWP.E ABOVE-NOTED BUILDING CODE - 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING _ a REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE: - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK ��+ �LcC 4 \`\\� 0196 ♦,.E. \ Nq9 2.874" PROJECTION VARIES 3,610' 1.994" Q 115" 4,874'MAX, .0 AI n .068" 2.782" 1,906' ,997" 1.825" 1.908' :ryA ' 1.825aN 195" 00 r: 1.I8 25." 099 1.706' „ . 0t985"" t43" .100 1 B 143 . 08' ,19 068 1.7 100", 1.7 B. 143 19 1431.195" 96. .143 , TIQ � m 06 io m ZG '• : bo � 4 a . cq 62' '; .062' ry ,095" 062' N .200' L069' qty qg\ in 11 630' .200 .6 2.630' 062" 7� 11111M .062' 62" .200" .062" 30" 62" .200" r .�� 1,510' 588' 630' 1.510' [, w= X w m m 608 630 1.250" .971" >u,w,-> I.69' .971" .971" .09 .095' ,�.}1,069' 2.822" 2,728' Q w LO'<6 0 1.2 0" 1. 0" 1.250" 1.200" .095" .971" .030' 2.748' y m',�w°°a E L H 745"M X. 5.745"MAX. 3.610" W Oj WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O LITE 2-LEG WALL O HEAVY HEADER/SILL O LITE HEADER/SILL o W m SCALE:HALF SIZ SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE mi 0 az WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS ¢ 2.655' M 2.655" 1.825' .875' 2.195' 1.230' 1.825" 2.195" y'TY Y LL 1.5 83 " � _. , 2.655' 21Nn.3f65' ,510' .460' 085'600 .510" .06.0 7Fz.o • .5� Ty<R p 10 8ul , .40a cu 1wv895' 0 i 06 cli 0' 3!' E 621' .875" 3 1069' .621' .781. 2.300" 4.510" 4.510' 2.195' 04.530' a} -.250" - 3z¢Q O7 SILLOg SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR P SCALE:HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE R 1.994' n 4.603" 30.225' .143' 143'.314" 1,708' a 4.140" .06 •043" 325' o Es 2 54'4 .258" ,297" .150R 3.963' 8_ e S .030R .054" .0 2" c510' 1.625" .069" 3.410• N i� .341' .069 m c0 01 1.721' .133' 0.080 91Y si ° 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 682 630' 096' m 0.080;.6271' y SCALE:HALF SIZE SCALE:HALF SIZE m $Ky .130' OE 2' 2,822' n I pQt.- IDsCO =195 110 g O RADIUS CEILING HEADER/SILL ° 0.096 a I18bWALL SILL & � 4.5 0" 16 nl li y ,310' mo a a, SCALE,HALF SIZE •180' ,080' SCALE.HALF SIZE �S .�E 4.102" 630' - ccu in CMIUGHTFRMLBEWADOP.E 227 .0 cu o.Bao• 15-2338 054" SCALE: 42O' PAGE DESCRIPTION: CEILING 1g 6.8 STACK/CONECTOR SLAT/BLADE 14 SCALE HALF SIZE SILL WALL II SCALE:HALF SIZE 18 SCALE:HALF SIZE O 1L .3750 1.950" 2.018' #10-24 THUMB _ STAINLESS STEEL 2 BQ SCREW Z _mi ASSEMBLY mEnl y w o w y NYLON "u p o m •d: Ta C w .050" R0 .40"" WHEEL .QO. N .' w 062' ''�pqq9 4Q o R r ? �iy-�`•�a TYP.AT EVERY OTHER ��/ 5' MAX. L INSIDE JOINT AT TOP. .870" IiLa 20 RECESS SILL FOR USE WITH w= X,w SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED >u..�wsd 19 ANGLE 22 ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED UT awo 0< - g SCALE.HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE:MAYBE KEY OPERATED OUTSIDE OR THUMB Lmew S SCALE:HALF SIZE TURN OPERATED INSIDE. O g�w N t ,25D' 23 BRASS PUSH LOCK SCALE:HALF SIZE In 3 LL 5 NYLON WASHER vi OR ALUMINUM (NYLON BUSHING 276, �Sp S' 4.000' a OPTIONAL) ,500' 14 x 2-3/4"410 HT S.S. in INSERTS SCREW W/ N.062' En of m TC ULTRACOTE COATING m INTO 2.250' c TRACK )TYP TOP 8.BOTTOM) 1 5, U YLON BUSHING W/WASHER: ,154' .137' cq �I 7/16"0 x 1/2"@ INTERIOR JOINT TOP .224' 7/16"0 x 1"@ INTERIOR JOINT BOTTOM 2.000' V7 rn G m EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' SCALE:HALF SIZE I 24 BUSHING ASSEMBLY DETAIL 27 RAINGUARD 28 DECORATIVE FLOOR TRACK g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE o y .e 1.978' 2.125' f p 1.742' 2.702" 2.642" E 1- .623' .236' .286' - 1,110' 1.710' .224' .267' 2.465" .443' .443 vni m m aD 2.269" 2.216" a v g 090' m, 1.084' °`• ^- o m m vi ,2841.6' M ^ 1.200" ri R c m c '26 o c m : 1.1001• 1.100" N o N m m w R 1 .190" .250" N d am. ILL1`�/iI a-P NN `� 250"1,068' d 3.443' .496' 1,758' a H 3.476' � .125 .125" m rD .190" '•125" g .160'f 1,001' ,062' &1 •222'k-•F .062' .176' N 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER m 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE t � G SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 9 u _5 .062' 1�._y STEEL NSTAINLESS �pS o HDTE:ATTACHMENT SCREWS FOR 5,500' x 13/16' WIDE I I,400' X END STRIPS SHALL BE M10 TORX °S 1 HEAD STYLE VARIES OR PH SCREWS, SCREWS,Ld fy 'p, THUMB SCREW HANG-TIGHTENED ONLY. ' SCALE:FULL SIZE ,250'�'i v 0 & t s 1 4-20x1 OR 5 16-18x1 y O N M�CHINE SCREW STAINLESS n 1 •gE cno a c 5/16"0 INTERNAL STEEL < 4`O,i co O0PYW=FWgLBPMA900P.E ..188' THREAD o n x c a 15-2338 TYP, 37 T-SCREW INSERT a �� 1,050' SCALE: - $ 4,500' ,F--k.689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE N-r PAGE DESCRIPTION: SECTION A EDTA MppEL po22 36 T-LOCK ADAPTER ^ o �, .254' 40a 40b 40c PNDUSTRIAL SYSTEMS O 7000' N m oP (OPTIONAL) r- END STRIP 1" 93 35 BOX LOCK SCALE.HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE:HALF SIZE SCALE:HALF SIZE }1••125' SCALE: HALF SIZE NAIjn.P" %0' '- FASTENER @ 18"O.C. EXISTING GLASS EDGE DIST. EXISTING GLASS 'q9���'(USE ANY ANCHOR SHOWN ,IN ANCHOR SCHEDULE). DIST. EMBED SILL (INTERIOR) �FWW &O _ �Sg ALT.DIR CTION � EMBED. 17 OF ANGL LEG II I '3,•.D'. TTT _ "�'� (INTERIOR) 17 �i��` ' '•.�� I M .0.062"THICK 6063-T6 q��ii •�j _411- UM.ANGLE 1"x 1"MIN. EDG 0 2"x 5"MAX.(ANGLE LEG 3 40. 29a 29' // �� t0. DIST. AY BE REVERSED) >Q LL w a 8 9 ASTENER @ 18"D.C.(USE ANY 13 15 13 Q w G 13 13 19 ANCHOR SHOWN IN ANCHOR 2t 38 23 29 296 N Q LU E H 13 SCHEDULE,1"MIN.EDGE DISTANCE). TO W. 1/4-20 THUMBSCREW W "i�Si 3"w 29 1112 x 1/2"GALVANIZED BOTTOM (EXTERIOR) w M 3 m L 6.80"(TYP.) OR S.S.SMS,3/16"0 ALUM. INTO CENTERMATEs 1/3 3 TO 2/3 SHUTTER SPAN ECEIVING HOLE m CC"`+ 1/4-20x1 THUMBSCREW INTO POP RIVET.OR 1/4-20 SHALL BE 3/8" ow°% (EXTERIOR) THREADED HOLE.LOCATED C. MACHINE BOLT&NUT MAX WIDTH UP p 1/3 SPAN TO 2/3 SPAN FROM @ 18"O.C. TO 1"HEIGHT.. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE:3"=l'-0" S 8'-3".USE TWO THUMBSCREWS SCALE:3"=1'-0" ON BLADES>8'-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES OF BLADE,TYPICAL.FOR LOCKING ^.I 8 USE((11 BRASS PUSH LOCK SHOWN ON RANDOM $ OR 111 5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 DETAILS ti SCREW I 0 THREADED MAY BE SUBSTITUTED.WHEN USED WITH N'"P INSERT 37 AT1/3 SPANSEE ENO STRIP SCHEDULE w� TO 2/3 AN FROM CENTERMATE#29 AS SHOWN,RECEIVING ,,, a FOR MAX.SPAN WHEN - BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" 30 LL " �.' USING 40a,406 OR 40c "- y RECEIVING HOLE SHALL BE 13 9 yr rn r1 3/B"MAX WIDTH,UP T �3 4 C p a m 1"HEIGHT. 30 µµlI =o_ ^+ 1 END STRIP SCHEDULE 411a PSF SPAN 1'BIO 2.7 40 US£APPROPRIATE 'd ( ^) 62 108" STARTER STRIP TO72 -y m f a PR 13 - 23- - 82 194" ` BUIILDING CONOMONS.00' O=E CLMRE R 3� 2'B \ /0(3.7") 72 88STRIP„ ` ETO TRACK W/ 1 d p I (INSIDE) N STARTER ® 2/4#10x1"SCREWS 3"B/�(4.7' 6Z 79„ AT gNORTIGHTEN ONLY). cc11A NER � g2 ^ ALTERNATE END STRIP DETAIL 6 13Y TRACK Y� ) 0093" 52 93^ SCALE:3"=1'-0" WI/SCREW BOSSES. ANGLE 57 83^ 60 61. 64 78" O SILL 73 76„ h d N I L] I 2'x3' 45 139" ''^ , fig z x0.126' S7 123' EXISTING GLASS gbzg O ANGLE 60 120" Q gR� 64 1 a USE S7)BRASS PUSH LOCK INSIDE " ' USE(1)BRASS PUSH 70 111" 'J' OR 0 5/16-18 THUMB (INSIDE). 2 LOCK OR 1 5/16-18 13 73 9' SCREW I O TH11 Sp ¢ fl THUMB SM,EW INTOE 30 2'x4' 45 45" 1 INSERT 37 AT 1/3 SPAN SILL 7 09 S? A @@@ L IL�L_�-�- THREADED INSERT`s 0 x0,126^ 5 ��W TO 2/3 AN FROM 1 s� AT 1/3 SPAN TO 2/ 57 129' BOTTOM OF SHUTTER SPAN FROM BOTTOM OF ANGLE g SHUTTER.RECEIVING "(OUTSIDE) 60 125" HOLE SHALL BE 3/8" 4 1 1• MAXHEIGWIDTH,UP TO 1" 23 70 t18' y T. 73 4• FOR GREATER SPANS OR LOADS y O TYPICAL OUTSIDE CORNER CLOSURE ——— ——— — STHANCHE ULE E IN END STRIP 5 30 �D SCHEDULE,END STRIPS PEQUIRE A 1•KS'.090'CLIP ANG LE MIO SPAR 13 30 COPYRpIRFMKKLBDlNM00 PE DETAILS WO/CORNER POST USING ANY ANCHOR 4 THE t3 23 NTS 13 \ ANCHOR SCHEDULE6R1413/4'TEK 31 15 (OUTSIDE) 15-2338 `SILL SCREW OR 1/9.20 ROLTTO END }}"aaff STRIP. USE H)BOX LOCK AT 1/3 SCALE: PAGE DESCRIPTION: SPAN TO 2/3 SPAN FROM 80TTOM OF SHUTTER a TYPICAL INSIDE CORNER CLOSURE M DETAILS WO/CORNER POST � MULTIPLE SHUTTER ASSEMBLY OCC2 �� �F SCALE.3"=1'-0" v NTS ALUM. TUBE 2 FASTENERS - EACH ANGLE 6083-T6 ALLOY C2 CONNECTION TYPE Q SEE TABLE A FOR SIZE. REFERENCE ANCHOR EXISTING SCHEDULE FOR MAX. STRUCTURE 1"%2"x 1/B" / \ SPACING7' MAX. 4 Z OR 2"x 2"x 1/B" '? \ Cl CONNECTION TYPE 1/4-20 MACHINE BOL3 ALUM.ANGLE o REFERENCE ANCHOR 3 W/NUT @ 12"O.C.Opp SCHEDULE FOR MAX ® #14 SMS @ 6"O.C. y CST OF THREE 3/16"0 o 13 1/ " ALUM. I SPACIN ITYP.TOP&BOTTOMS Q m . POP RIVETS 1/ a OR o 17 1� I ALTERNATE THRU BOLT �ii � �,. THREE#12 SMS, 3/16"0 ALUM.POP Cl CONNECTION TYPE a R0� 17 RIVET OR#12 SMS REFERENCE ANCHOR ❑o �S w TABLEA(co) 1B"O.C.(TY I I SCHEDULE FOR MAX. w OR hh66�7 ftW3: a 8 ( ) @ - �� SPACING FCR p rn�l u1•Li PRESSURE VS ALLOWABLE LENGTH S 1-1-a mw m lJ ¢w o 1„o MAY USE MALE OR I I I Z 2"x2"x11//8 3"x3•xl//8" - 4 13 N¢ t m w w gg PSF No B10• No Ell FEMALE LOCK-SLAT) I k FOR H4HZz o Z O62 130' 1Re° 13 y _ GLASSFOR NTN. w W 3 N V m 72 129° 1)9" >r OR DOOR SFPARA71� to J V)LL \ / TO GLASS X ¢< I O 1), a Y CC3 TYPICAL CORNER CLOSURE DETAILS __ w•• B2 1191 172' NTS q 2- 1--~ .w.0� 92 119' 165° TABLE C; ALLOWABLE SPAN ��RNg7�� _ j a 102 110' 160° SCHEDULE FOR 'C R fi R x TABLE B(cc4) ALTERNATE THRU BOLT eUI10oU7 MOUNT w F� OR a 1z0 104• w7• C5 CONNECTION TYPE (DETAIL F) W V) 150 PRESSURE VS ALLOWABLE LENGTH w o �I N 97• 131• REFERENCE ANCHOR MAX MAX 0 88° 119' 2"x2"xv8° 3'Ki'kl 8" SCHEDULE FOR MAX. SHUTTER DESIGN )f PSF WITH B/0 WITH�/O SPAN PRESSURE Cl CONNEC710N TYPE 1• 1/4"MAX.FROM PIN u REFERENCE ANCHOR GUIDE TO BUSHING 62 113' 166° 1251N. +/-30.1 PST SCHEDULE FOR MAX. II--1,-1 WASHER(TYP.) W 8: LL 72 107' 157' 1211N. +/•31.1 PSF SPACING 19 wt_ . 62 101• 147' 1181N. -/-31.9 PSF II a--T p. o• IISIN. a/-323 PSF __J I� 14x3/4"SMS @ 9"D.C. 92 95" 139" ANGLE TO TUBE CONNECTION 1121N. +/33.6 PSF 0,6><O m102 132'90• I O 1101N. +/-3n2 PSF EXISTING 2"%2"%.125" �' 8 320B3' 122" 1071N. +/-352 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE a elo[K OR 5 CONNECTON TYPE 150 79° 109° 105IN. +/-35.9 PSF z WOOD FRAMINGREFERENCE ANCHOR v 200 64" gq• 1031N. +/•365 PSF SCHEDULE FOR MAX. ��, E 1-1/2"MIN.FOR CONCRETE 10 N. +/-37.3 PSF SPACING 3 y OR BLOCK AND 3/4"MIN. 991N. +/-38.0 PST] E 1T FOR wood 951N. +/.39.6 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION 3 c 5 921N. +/-00.9 PSF m ASTENER(�1B"O.C, SCALE:3 1'-0" Z IN ANY ANCHOR SHOWN 8, . "/-023 PSF O 8 IN ANCHOR SCHEDULE1. 861N. +/-03.8 PSF o 931N. +/-05A PSF 811N. +/465 PSF ACCORDION SHUTTER 781N. +/-48.3 PSF PER PRODUCT'APPROVAL LL 76IN. +149.5 PSF F 8 ~~ n 741N. •/-50.9 PSF 3/16 RIVET OR#12 - 2"x 2"x � 721N. +/-52.3 PSF gppLICABLE AT TOP mm .090"6063-76 � 70IN. +/-53.8 PSF AND/OR BOTTOM X x o •S" SMS @ 18"O.C. OR ALUM.TUBE TYP. 681N. +1.55.4 PSF - E i �n R 1/4-20 NUT S BOLT 17 ITYP.). 3/16"0 ALUM.POP 661N. +/-57.0 PSF RIVET OR#12 SMS ALUM.TUBE 6063-T6 ALLOY @ 1H"O.C.(TYP.1 pp7 6 w F• m 2"x 5"x 1/0" c� >> SEE TABLE 9 � 1/2"MIN. 3 � � g 2 FASTENERS x CONTINUOUS ,.yr w O 6 FOR SIZE. 4 2"x 3"x%"X �¢ EACH ANGLE ALUMINUM ANGLE x^ e 2.175° INSIDE h FOR HYM N =u CONTINUOUS OR 2"x e 1"x 2"x.093" OPTIONAL ANGLE JDOOR LE 2 o In,� 6063-T6 ALUM. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 X o z 8 o POP RIVETS OR GLm 2°%Ye"x CONTINUOUS ANGLE,TYP 17 THREE q12 SMS,TYP. 55 E a F- ANGLE '� IIIOR 6< 6061-T6 ALUMINUM 30+ 1"x 2" u N 2° 0.9"MIN.THICK 6061-T6 ' OR 2"x ALUM TRACK FASTENED ($I ' 13 ANGLE FASTENED TO - TO ANGLE WITH 1/4-20 3 ALUM.ANGLE EXISTING 3 KSI S 6 MACHINES CREWS AT 3' USE MALE OR FEMALE CONCRETE HOST 00MIGHT F&W L 8047:1 MP.E LOCK-SLAT) 6 . RE CONNECTION TYPE STRUCTURE WITH FROM ENDS AND 9"O.C.13 REFERENCE ANCHOR FOR THE BALANCE 15-2338 SCHEDULE FOR MAX. FAIL 0 ELCO MEND ANS 2-1/2°MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: -(OUTSIDE) D T• 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION) #12 x7GALVANIZED PSI MIN) OR S.S. WITH 1>/°MINCC4TYPICAL CORNER CLOSURE DETAILS POP R , - SIDE CLOSURE OPTIONS EMBEDMENT AND 2172" SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT&NUT SCALE:3"=V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, @ 18"D.C. BLOCK OR WOOD FRAMING STAGGERED WITH":(D " � MIN.SPACING,TYP. BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION O SCALE.NTS O SCALE,3"-1'-0" `IIIa111111I111I C5 CONNECTION TYPE �4� .�tTIM, 9O'•, REFERENCE ANCHOR XISTING ��� O , z FOR 951N SCHEDULE FOR MAX. STRUCTURE S FOR M O❑,., m SPACING 5"MAX. ESSENTIAL "� GLASS Cl CONNECTION TYPE 1/4-20 MACHINE B T GLASS FAOURES K O E TAM m REFERENCE ANCHOR W/NUT @ 12"O.C. ' OR DDDR SEE TABLE 4 F v N-- OR DOOR &FOR H4MZ w ❑ SCHEDULE FOR MAX. 19 @ &FOR NNiZ m SEE TARE 2 O #14 SMS 6"D.C.W SEE TARE 2 ❑Q z FOR MIN 13 j N w O SPACING /2' (TYP.TOP&BOTT(g4LO,• f11CT QF x w¢O SEPARATION x x u^ FOR MON. 13 vL SEPARATIONvwi lan TO CUSS l~7_w Jb✓0 • F 1/4"-20 THRU BOLT W/ TO(LASS Q J #12 x 1/2"SMS @ 12"O.C. X w z CO F- ^ yij� m• �� LOCK NUT @ 12"O.C.OR E I-w m OR 3/16"0 ALUM.POP Q u ¢F ❑ R #12 x 1/2"SMS @ 12"O.C.E.S. DI-Q RIVETS @ 6"O.C. OR 1/4"0 S w w ❑ OR OR 3/16"0 ALUM.POP wO~ ALUM.POP RIVETS @ 12"O.C. ¢ �1��0; = RIVETS @ 6"O.C. E.S. ux w Z =E% OR 1/4"0 ALUM.POP RIVETS w 11 AND 2� FOR A&TM, H m Q >U w 'A @ 12"D.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN ESSENTIAL 13 x Q w LL f0 o 1/4"MAX.FROM PIN 1/2"TYP S D,w O w m$w 1/2" GUIDE TO S G F V x❑ `8 z o o O9 AND©0 GUIDE TO BUSHING o WASHER(TYP.) SEE T x x•- Z ❑ ASSEMBLY WASHER(TYPJ m GLASS k FOR HVRZ O o'n III w 3 w z / 1/2" 1/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SEE TABLE 2 X ❑z m >,• W BLOCK OR WOOD FRAMING REFERENCE ANCHOR FOR MIH. ¢ Q Q 01 m x m EDGE SCHEDULE FOR MAX. SEPARA71ON rw. / 3 CONNECTION TYPE DIST. SPACING AS SHOWN TO QASS Q REFERENCE ANCHOR / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) a / DIST. SPACING AS SHOWN REFERENCE ANCHOR w IN DIAGRAM ON P.G.10) SCHEDULE FOR MAX. w 11� 3 CONNECTION TYPE SPACING.ALT.FASTENER ❑ w �OR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w ❑ O N ` SCHEDULE FOR MAX. BLOCK OR W000 FRAMI BACK ANCHORS NOT REQ'D 1/4"MAX.FROM PIN SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2 GUIDE TO BUSHING ti / ® LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) / �1/411 MAX.FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19W '2 PIN GUIDE TO WITH THIS LOCATION 5 CONNECTION TYPE y'g 8 LL ' SCALE:3 1'-0" SPACING ^I BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR Fa o A SCHEDULE FOR MAX. y ❑,.� I (TYP.) SCALE,3"=1'-0" EXISTING CONCRETE, SPACING m.S e O n NOTE:FOR OETAILS A. B,D,AND E ON THIS SHEET BLOCK OR WOOD FRAMING EMBED. ❑� THE BASE TRACK MAY BE INSTALLED IN SECTIONS` z m WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTION z A MINIMUM OF TWO SETS OF ANCHORS AND ISA v 9 .A_ TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE,3"=1'-0" is g o USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING E o[ OVER THE GAPS BETWEEN SECTIONS, EXISTING }❑ STRUCTURE E EXISTING CONCRETE, BLOCK OR WOOD FRAMING EDGE DIST' 4 CONNECTION TYPEC2 CO NECTION TYPE W a e EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 NECTION TYPE XIRUSION REFERENCE ANCHOR o SCHEDULE FOR MAX. ERENCE ANCHOR 9WSPACING SCHEDULE FOR MAX. SCHEDULE FOR MAX. S 5 SPACING 'a SPACING AS SHOWN Cs IN DIAGRAM ON PG.10) 1416 w 1/2'• (D.,'R@ 1/2" 3 4 S w p 0 q$X w W ❑ N GLASS A w o: OR DOOR &FOR HNiZ 13 Oxi w O FOR w N w #12 x 1/2"SMS @ 12" SEE TARE x x II r w D o ^ a W o 1/2" W w f m O.C.OR 3/16"0 ALUM. SEPAR¶A ON �n o W, II 13 ?VI'i W O 4 w 7 7 POP RIVETS 6"O.C. O m GLA 55 OR ll = x.- 6 FOES �'^N W o OR 1/4"0 ALUM.POP Q o a F DOOR �R HNiZ vxi p yuj J 73 x 2 RIVETS @ 12"O.C. F u FOR MIN. X z Z m _ GLASS w F•z u w u SEPARATION Q w ¢¢ fill OR DOOR HN72 SEE TABLE2 Xzozm TO QASS F-'pyF I Qw¢Q¢ OANDo 11/4"MAX.FROM PIN 1 eB ro 1/4-20 S.S.MACHINE o H E wa 1/2" GUIDE TO BUSHING bd� SCREW&NUT @ MASS u a ASSEMBLY 1/2" 12"O.C. d TYP. WASHER(TYP.) 0 1/4"MAX.FROM PIN m ❑ 1/4"MAX.FROM PIN X x 4 CONNECTION TYPE w ❑ GU DE TO BUSHING a ' GUIDE TO BUSHING w 1 R 2O WASHER(TYP.) ¢ $ iv E WASHER(TYP.) EDGE REFERENCE ANCHOR X 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C2 C ECTION TYPE ON 2 COPIRA1NfipMxLBFMURW P.E i t m SPACING AS SHOWN 5 NECTION /EXTR A BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAM ON PG.10) FERENCE ANC © OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. ZS-2338 #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE: 3"x 3'x 1/4"CONT. 4 CONNECTION TYPE SPACING.ALT.FASTENER EXISTING CONCRETE, PAGE DESCRIPTION! 6063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D LO �ODFRAM�AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P WITH THIS LOCATION WALL Revers @ 1z D.[. CEILING / INSIDE MOUNT SECTION �SCALE 30UNTosECTION O SCALE:3"=t-o' O 8 FOR ASTM ESSENTIAL O EXISTING 1/4-20 �C FOR HV�}I2 SEETABLE TAblF42 Z J U! STRUCTURE ALT.LEG DIRECTION MACHINE O /11 Z(,1 GLASS NIH,GLASS SEPARATION TO 130-3C3 r (2)6063-T6 ALUMINUM BOLT W/NUT ' 4g OR GLASS ANGLES PER BEAM END, DOOR w w r (�12"D.0 OR C w O= SIZE PER SPAN TUBE u R I µ14x 3/4" `- F- Vl Cl 1/4"0 ALL 1 SCHEDULE SMS 6"O.C. SPAN TUBE SCHEDULE = �P�,, Z POINTS SOLID .`y+ST � O¢ 0 SET ANCHORS SPAN TUBE NUMBEROF °[( , J PER DESIGN ALLOWABLE TUBE NUMBER OF MINIMUM AN N w. WITH 7/8"MIN. ANCHORSPER w w Z EMBEDMENT IN SPAN THRU-BOLTS LENGTH �\ X l7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE �i� ro• , ¢=K SIZE SPAN F w BLOCK SPA NG'ANID TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM Z ❑ 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE 119 y .. J= X DISTANCE. - 0. Z J 2""" 80 123.6' 1392' 2 2 2 3 4" 7' j U W rn E F}- 5 6 O O 0.125" 101.7' 706.9" 2 2 3 3 7' 7^ (N Q w"Z S 123" 69.9• 94.4' 2 2 3 3 7" T L�JJ L m$w a T1It 3"MIN. 14,16 O=�^ 60" 729.1" 157.0' 2 2 2 3 4' 7" z p" - E0.01ST. u"ix 2'xsx J 3 w ASTM ESSENTIAL FADLFRES 13 Q N O 0.125" 96' 114.8^ 124.1' 2 2 3 3 7' 7' W 1 1/4"MAX.FROM PIN GUIDE SEE TABLE 4 1 FOR HN-2 SEE Z"- 123" 702.6- 1-39.5' 2 2 4 4 10' 10• 3 LL 3 TO BUSHING WASHER(TYP.) GLASS TABLE 2 FOR N07.SEPARATION w 0. 60• 166.0• 196.9^ 2 2 3 _3 7^ 7" bulwOR DOOR TO'MSS VIN mnn 96^ 122.7^ 155.7" 2 2 3 4 7" to" ,p wTWO 1/4"0 WOOD 1/4"0 THRU BOLTS T ¢ 0.125" 123' 115.4" 137.5° 2 3 4 5 1D" 13" "'�❑ LAG SCREWS @ 24'• SEE BEAM ~ ~ 60" 156.11 240.0• 2 2 3 4 7• 10^ a D.C,MAX.WITH 2" 3"MIN. SCHEDULE FOR z�- 2"XION THREADED PENETRATION w D 0.1875" 96' 140.6• 229.9- 2 3 4 0 10" 16' ED.DIST. EQUIRED N MOER "T"INTO CENTER OF STUDS J Y 123" 132.2' 203.1' 3 4 5-1-7 13" 19" .� 5 6 w r; SPAN TUBE SCHEDULE NOTES: EMO."T• 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE rNri STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER TYP. °x x 4 x x °ANGLES FOR 2"x5"&2"x6°BEAMS. 2, USE 2"x5"xl/4"ANGLES FOR 2'xB'&2"x10"BEAMS. =r PLYWOOD& TUBE CONNECTION 1/4"0 ALL 3. USE BEAM SCHEDULE FOR DETAIL 1. STUCCO FINISH POINTS SOLID in w� 1"x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N =1 6063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MIO-SPAN CONDITION WITH m .A EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. OLOCK,3"MIN - W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAM SPACING AND 3" 1^ 121 6b63-76 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, MIN EDGE 1^ ANGLES PER BEAM ENO, OR 1614 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHl1TTER SPAN TAKEN zm 4 OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. _ SIZE PER SPAN TUBE 6"O.C. AS THE SUM OFTHE SPANS ABOVE AND BELOW THE BEAM. SCALE=3"-1'-0" ALSO BE USED SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED, g¢ HE EXISTING ALTLEG DIRECTION ACCESS HOLE E AT TOP . 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. '^� r I STRUCTURE EMBED. S MAX.DESIGN LOAD=x 72 PSFE 3 a o5 OBEAM SPAN SECTION RGLASS w SCALE i 3"=1'-0" Q v S FOR ASI!ESSENTIAL ~ C FACILITIES SEE TABLE 4 h DR DOOR 13 = �+ R FOR HVHZ SEE TABLE 2 a R EXISTING WOOD ❑ FOR NIM•SEPARATION TO z TRUSS OR RAFTER 1/2" 3" 1/2" 1 �- w o MSS Q 4 @ 24"MAX.D.C. -1/2'-1/2' �� ii :I j E w EXISTING FINISH1) 1 \ w _ MATERIAL mxl/8" 1/4"MAX.FROM PIN GUIDE F I TO BUSHING WASHER(TYP.) 1"x . x BE /THREE63-T6 I I F7• 11/4"TILE(TYP.) ALUM.TUBE W/THREE I I 1/4"0 WOOD LAGI \FINISH MATERIAL 22 SCREWS WITH 2-3/4"3/4"PLYWOOD MINIMUM THREADED / r 0 53 S3 PENETR."T"IN WOOD @rjr 1/4"m A325 GRADE THRU BOLT @ 7"O.C.OR 5/16"m A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OFTRUSS GALV.OR S.S. 24"O.C.MAX.WHERETUBE EXTENDS BEYOND1/4"0 ELCO UL7RACON TO CONCRETE/CMU LAST TRUSS MORE TH6", EXTEND TUBE TO w kkyy g 5"D.C.W/1-1/4"MIN.EMB. ALUM.ANGLE W/THREE TRU 3 OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT SS. w w J R+ GE \ F w» 1/4'0 WOOD LAG '�M MID .S s MIN.EMB. IN WOOD SG=0.42.TO 0.55. r w r❑O i w w SCREWS WITH 2-3/4" ooPTA'ONf FRAVxL6ENURWP.6 1/4-20 S.S.MACHINE SCREW at7 13 = S MINIMUM THREADED 15-2338 12"O.C.IN BETWEEN TRUSSES =I-Z�'w EXISTING CONCRETE, WITH 1/2"0 ACCESS HOLE ON N l7 y J PEN ETR."T"IN WOOD @ HOLLOW BLOCK OR 2"x 5"x 1/0"CONT. BACKSIDE OF TUBE OR 1614 SMS X Z❑z m EACH RAFTER OF TRUSS, SCALE: - WOOD FRAMING.SEEALUMSED .ANGLE(6063-T6) @ 6"D.C.MAX.IN BETWEEN ¢.a<<O 24"D.C.MAX.WHERE PAGE DESCRIPTION: ON TYPE OF SO7RUCTURE v 0. 01 ANGLE EXTENDS BEYOND ¢ - LAST TRUSS MORE THAN (MAX.DESIGN LOAD t 72 P.S.F.I 6", EXTEND ANGLE TO a PASS THRU DETAIL [MAX.DESIGN LOAD 772 P.S.F.) NEXT TRUSS, O R SCALE-3 V-0" O SA`S 3= l'-0 SECTION 0 0 GLASS OR S`\�+ • '� �O DOOR FOR S SEE TABLE GLASS OR z j,- DOORS OR m F4 k FOR S I I a DOOR TABLE 2 FOR MIN. w ---- OF 1 FOR S FOR 0: SEPARATION TO GLASS I I Qa 5� rr o=1}- ��� ]���]� w 0 w l¢- I I0 Q M•�� FOR u vi ATdBCE 4&F1OR w F w CLR MIN. ASS TO zwa� SEP QAC TO xzF 13 i��o 4"MIN. a,a ? _11i• wx..X E w m i o Ci $Q RADIUS HEADER MOUNTED �i a Z o o 13 w I-¢ 13 w a= Cl CONNECTION TYPE a PARTIAL ELEVATION z REFERENCE ANCHOR ¢w +-'m w w u= um SCHEDULE FOR SCALE:3'= 1'-0' Lu O o li 20 w 28 Q= SPACING `]j ,..250" W w 3 m .2501• .250•• m / —1/4"0 TAPCON 24" CCB CONNECTION TYPE t9 a o D.C.WITH 1-1/4' MIN. REFERENCE ANCHOR /p EMBED. O SCHEDULE FOR MAX. w •�' a / SPACING _ A EXISTING CONCRETE OR EXISTING \ BLOCK ONLY.WOOD STRUCTURE \FRAMING&WOOD ANCHORS /� / o ci ,NOT ACCEPTABLE EXISTING HOST STRUCTURE EXISTING FINISH E m m �� N O WALL MOUNT SILL DETAILM i/4"MAX.FROM PIN $ ,�-z—,� \ O SCALE:3"=P-0" ATERIAL w GUIDE TO BUSHING LL r EDGE \ ?6,rrr.,w i=ht;€:>�;.:. WASHER(TYP.) w E DIST. \ O DECORATIVE FLOOR TRACK DETAIL va.+R©CUT IN 4"INTERVALS d TO FOR RIRVE(SEE �';n¢, p;$' 'I \ SCALE:3"=1'-0" DETAIL P1 FOR ADDITIONAL €,y F-a` O RECESS SILL DETAIL \ 1�' F wr.. o 0 M SCALE:3"=1'-0" ,�`,1/ INFO). TYP.T P&BOTTOM. z 3 7.6 u O M 6 LLLul11YYY FASTENER @ EACH 4"CUT oX a Oa .6 SEE ANCHOR SCHEDULE BASED 'k 8. � a �y z g m 1� ON C4 CONNECTION TYPE TO a wn amm 1� \�_off<¢ 1/4"MAX.FROM I VERIFY ANCHOR SPACING �LLo v z� e PIN GUIDE TO IS ACCEPTABLE 13 Ni' e h v n o g p BUSHING WASHER w t�r,;�,'�y;:F++ �d o 0 0' •j € t��/, ~ N�ii4 u�o (TYP.) w w ami vs \ En 1/4"MAX.FROM PIN GUIDE !aaa91SS x TYP, BOTTOM w 1/2" TO BUSHING WASHER 7YP. 6 D EXISTING Sc� W1 NU MACHINE BOLT STRUCTURE yW/NUT @ 2' O.C. 19 CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL P�®I MATERIAL 1 CONNECTION TYPE w h REFERENCE ANCHOR SCHEDULE FOR MAX. g SPACING(FASTENER $ 96 1"x1"0/8"&1"x2"x1/8" @ EACH 4"PIECE Q m $ 6063-T6 ALUM.ANGLE CUT TO 1"x1"xt/8"&1"x2"x1/8" MATCH AND PROVIDE SUPPORT 6063-T6 ALUM.ANGLE CUT TO OP CURVED TRACK SECTION DETAIL LL 5 II OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE,3"=1'-0" ggdk IIUII FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS P2 g FRONT OF EXTRUSION IS FRONT AND BACK.WHERE / CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED. CONTINUOUS REINFORCEMENT P1 IS NOT REQUIRED. p© wr LA (DO go O A PP ROVE_Q MOUNTING o o ' 8 Mg CONDITIO MIN,OF TWO PER MB APPROVED MOUNTING CUPYNGHfFR"LBVZ0 OOP.E PIECE PIECEITION,MIN.OF TWO PER 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND a SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF state: TWO FASTENERS PER CUT TTWOEFASTENERS PER CUT PAGE mscmmm; PIECEi PI TYP. SECTION FOR SHUTTERS TIP. ALTERNATE SECTION FOR SHUTTERS SCALE:3'= V-0' P2 SCALE:3'= V-O' '—� C c ANCHOR SCHEDULE: CONCRETE 2 x S(TYP.1 2 x S(a�OUTSIDE TOP FLANGE ANCHOR(SEE SPACING 2.5"MIN EDGE DISTANCE SECTION X) rj Spans Up To 6'-0" Soans Up To 8'-e" Spans Up To 13'-0" 0 :� �11 2 LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR (psQ x C1 C2 C3 C4 C6 C1 C2 C3 C4 CS Cr, CS C2 C3 C4 CS C6 ;g 1/4'1TW TAPCON OR ELCO 16.0"16.0"16.0"16.0" 1.0" 16.0"10.5"10.0"16.0"13.0"15.5"16.0'16.5" 6.0" 9.5" 9.0" ULTRACON WITH 1-3/4" 62 6.0"16.0"12.5"12. 16.0" 4.5"16,0"16,0" 6.0" 7.0" 13.0"10.0"11.0"10.0" 5,0" 9.0" 6.0" 7.0" N-03 !' '� UI „• 1 x 5 TYP.) 3 OR 4 HEADER/SILL '> •l EMBED(3192ps1 MIN CONC) 16.0"16.0"10.0" 9.5' 12.5"15.5"16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 0.0" 4.0" 5.0" 6.0" 1 x S(01 INSIDE ,. 110 14.5"14.5" 6.0" 5.5' 8.5" 8,5" 9.0" 7.5" 4.0"M 4.5" 6.0" 7.5" 6.0" 5.0" BOT.FLANGE ANCHOR{SEE SPACING j�� ' '�� 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" SECTION X) SIDE CLOSEST TO OPENING 1/4°MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16,0"16.0"116.0"16.0"11.0"10.5"16.0"14.0"34,5"14.5" 6.5" 6.0" 9.0" 9.5" / � U WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0"12.0"16,0"15.5"116.0".16.0" 8,0" 7.0" 12.0"11.0"10.0" 9.0" 5.0" 4.0" 5.5" 7.5" {{? y b MIN CONCRETE) 72 16.0"16.0"M. 9.5" 16.0"13.5'14.5"14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. a° j U w S> 110 13,0"13.0" 6,0" 5.5" 8.0" 9.0" 8.0" 7.0" a.o" a.s•' 6.0" 6.s" s.s" s.s" SPACING DIAGRAM FOR C1 CONNECTION TYPE: (J <� �P 200 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" - C1 CONNECTION TYPE USING PIECE Q OR G) Z 1/4•ELCO CRETEFLEX SS4 48 16.0"16.0"16.0"16.0"16.0"16,0"16.0"16.0"16.D" S. 16.0"16.0"16.0"16,0"10.0" 8.5" 12.5"14.0" a 3 z m W/2"EMBED(3350p51 MIN 62 16.0 16.0"16.0"16.0"I6.o"16.0"76.0"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7,0" 6.5" 8.0" 11,0" W ` CONC) 72 16.0"I6.D"15.5"14.5"16.0"16.0"16.0"16.0"10.0" 8.5" 12.5"14.0"12.0"10.5" 6.0", 5.0" 6.5" 9.5" 7 / COMBINATION In K F 3°i 110 16.0"16.0" 9.0" 8.0" 11.5"13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0 B.0" 5.0 4.0 5.0 8.0 2 x S TYP.I 11 / 1 COMBINATION o ul 200 10.0" 6.0" 5.0" 4,0" SA" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10,0" 8.0" 5.0" 4.0" 5.0" 8.0" 0 1"MIN EDGE DISTANCE 9 / 10 COMBINATION 1/4'ITW TAPCON OR ELCO O < Cl C2 C3 CA C5 C6 C1 C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 ULTRACON WIT"1-3/4" 40 16.0"16.0" 7,5" 7.5" ]6.0" 7.5" 16.0' 16.0" 5.0" 4.5" 16.0" 5.5" 15.0"15,5" 9.5" EMBED(31 62 MIN CONC) 62 16.0"16,0" 5.5" 5.5" 16.0" 6.0" 16,0"M7.5" 4.5" " 12.5" 4.0" 10.5" 9.5" 6,0" BED(3192ps1 MIN CONC) N 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15,0" 9.5" 9.0" 7.5" 4.5" 110 14.0"14.0" B.5" _8_.5" 4.5" 7.0" 6.0" 1 x S(TYP.1 2 x 5(TYP200 7.0" 6.0" 7.0" 7.0" 6.0NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING.1/4'MILLENIUM MILLFAST 4B 16.0"16.0"13.0"13.0"16.0"13.5"16.0" 5" 16.0" 9,5" 11,5"11.5" 4.5" 4.0" 7.0" 6.5WITH 1.3/4"EMBED(3275ps1 67. 16.0"16.0" 9.0" e.s" 16.0"1o.s"Sa.o" o" 9.s" 7.s" e.o" 7.5" 4.5" s.D" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE:MIN CONCRETN C� 72 16.0"16.0" 7.5" 7,0" 16.0" 9.5" 11.5" .0" 7.0" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE Q WITH OUTSIDE110 10.5"10.5" 4.5" 4.0" 6.0" 6.0" 6.5" . 4,0"-7.5" 45" ANCHORS ONLY N o 200 5.5" 4.5" 5.5" 4,5" 5.5" 4.5' -C4 CONNECTION TYPE USING PIECE®OR ©WITH M.5.O n OUTSIDE ANCHORS ONLY o?74< z L-1/4"MIN EDGE DISTANCE 2 m fi 8 1/4'ALL-POINTS 50UD-SET -00< Ou ANC ANCHOR W/7/8"EMBED& Cl C2 jC3C4CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 ANCHOR NOTES:/4-20 55 MACHINE SCREW 48 16.0"16.0" 16.0"10.0"16.0"16,0" 6.0" 5,5" 16.0"�7.0;; �13,V ,5" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING (3000ps1 MIN CONC) 62 16.0"16.0" 16.0" B.0" 13.5"14.5" 4.5" 4.0" 9.0" .0" 3.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 72 16.0"16.0" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" .0" 3.0' LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1). 110 10.0"10.0" fi.0" 4.5" 6.0" S,0" 3.D"200 5.0" a.o'• S.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, LL 3"MLN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GR EATER THAN OR y a 1/4"ALL-POINTS SOLID-SET EO0UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/B°EMBED B CI C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 C1 C2 C3 C4 CS C6 TNAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16,0"16.D"16.0"16.0"16.0"116.01360'116.0"14.0"13.0"16.0"16.0"16,0"16.0" 8.5" 7.5" 11.0"12.D" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, (3000ps1 MIN CONC) 62 16.0"16.0"16.0"15.0"16.0"16.0"16,D"16.0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6.0" 5,5" 7.0" 9.0" 6 7z Sfi.o"16.0"13.0"12.0"16.0"16.0"]6,D"16.0" B.5" 7.5"111.0'.112.0'.10.5" 9.0" 5.D" 4.5" 5.5" B.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE •� 110 16.0"16.0" 8.0" 7.0" 10.0"11.0"10.5" 9.0" 5.0" 4.5" 5.5'• 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER 4.5" 6.5" 9,5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7,0" 4.0" 3.5" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 9 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 55 BOLT AND ;16.0" C2 C3 U CS 114.S15.0" C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE aaC^V ° 1"EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16,0" 16.0"10.0" 9.5'• 16.0"13.0"12,0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY, o�8ECONC) 62 16.0"12.0"11.0"16.0" 16.0" 7.5" 6.5" 30,0"10.5' 8,5" 8.0" 7. 8S72 16.0" 9.5" 9,0" ]6.D" 12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6,0" 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENTQ110 11.0" 5.5" 5.0" 6.5" 6.0" 6.0" 5,5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 101-A 200 U. 5.5" 5.0" FINISHES. 1/4"POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o W/3/4-20 SS BOLT AND CI I C2 C3 C4 CS I C6 I Ci I C2 I C3 I C4 .CS C6 C1 C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING € 1"EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.5" 5,5" 8.0" 9.5" MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR a5 m, CONC) 62 36.0"16.0"13.0"12,0"16.0"15.5"16.D"16.0" B.0" 7.0" 10.5"11.0" 9.0" e.o" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES. a�§ 72 16.0"16,0"10.5" 9.5' 16.0"13.5"13.D"13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6,5" 6.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER a a�� 2 SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN,))WOOD SND.3/4° -g v 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LRG SCREWS SHALL ggg 9 200 6.0" 5.0" 5.5"16.0" 5.0" 5.5" 6.0" 5.0" S.5" HAVE PHILLIPS PAN HEAD OR HEX HEAD. y 2"MIN EDGE DISTANCE - e N12 SMS W/2°EYEWALLX70- 5.5" 2 C3 04r3.5 C6 Cl C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2°ENGAGEMENT,OR WAFER IN ooPYBiOHIFRAhxL BOaW100 P.E BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER ARMOR INSERT W/2'EMBED0"13.0"13.0" 13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 34.5"15.0" 5.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000ps1 MIN CONC) 0" 9.5" 9.0" 10.5"16.0'16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" y ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE! .0" B.D" 7.5" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" - .5" 4.5" 4,0" 6.0" 1,5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION: 5" 3.5" 7,0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" NUT OR WASHER WINGNUT. #12 SMS W/2.75"EYEWALL 48 16.0"16,0"16,0"16.0" 16.0"16.0"16_0"11.5"_11.0'16.0"14.0"16.0"16.0" 7.0" 6,5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, ARMOR INSERT W/2.5" 62 16,0"16.0"13.5'13.0' 15.5"16.0"16,0" 8.5" 8.0" 16.0"11.0"13.5"12.0" S.S. 4.5" 7.5" 7.5" EMBED(2000ps1 MIN CONC) 72 16.0"16.0"13,0"10.5" 13.5"16,0"16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 11.0" 9.5" 4.5" 4.0" 1." 6.0" 9,0" 7.5" 3.5" 3.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL C,ILJII CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0" 7.5" 3.5" 3,0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4,5" 5.0' .: t.... . Spans Up To W-V Spans Up To 8'-8" CONN mmmmmm� mmmmmml Cl I C2 I C3 ITC1-- mumm � ®®mmmmm�m¢�mmm�mm�mm �®®�������������m®��®fid j •, mmmmmmmmmmmmmmmr���®m� mmmmmmmmm®m�m�® mmmmmmmmmm�mmmm�® mmmmm m�mmmmm��m �mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmm //ii/iai��a�mmmmmmmmmmmmm��m� 1/4'POWERS TAPPERI /iiiaiiiiiii.m mm %iii'%l/w mfi�'r/i®mm ® moria// L-1/0 EMBEDmImm�//r//r/r/��®�/%///rr rrii/rr if, //Emmmmmmm® /r%i/o,®�//rrrrrrrr/iirrro�rri r///�umm/iirr m iii%loll ii/iii/iiia iii0000 iii%iiiii iliiiaiiiia%iaiiiiii�®® V/////00/0,iia./ailV/////,iiiiiiiiii iiiiiiii m®®d��®ami/aiiaii,®mom i,�ailoll®®gym®m�iaaiiai,®c��aaai%/aai /4'ELCO ULTRACON WITH m �r�,®i/�% / /a 114-MILLENI M M71ma�mmm Vii, /ii/ �mm�mmmmmmam�r��iii�/ ANCHOR W/Ul 1/4-EMBEDmm�m. �m�®i/ilial,®� //% maaIE.mVO�,ia/Z/,K iai iai ��,ia/mm����� aaiaaaaimaiiia ®�iai iaia�aaai�aioii�% i,�i iaaiiaaiaaia, m%a/%rrra% n nN1n1 i J'�K Z d'} .DTA E OF ANCHOR SCHEDULE: WOOD (G=0.55) � ��� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) "`' v 62 3/4"MIN EDGE DISTANCE � w F 2"MIN EDGE DISTANCE rj Spans Up To 6'-0" Spans Up To e'-8" Spans Up To 13'-0" �" w=UU..%% tj Spans Up 70 6'-0" Spans Up To e'-8" 5oans Up To 13'-0" O LOAD CONN TYPE CONN TYPE CONN 7VPE L >U'�w Dim LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR (Pst) '/-pLE Q" O' ANCHOR s x Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS u 4 w o l7 0 g x� (P N Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 1/4'LAG SCREW WITH 1-3/4" 48 16.0"16.0"11.5"11.5"16.0"1&0"16.0" 7.5" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0" Z t 1/4"POWERS TAPPER+W/ 40 IS.S'15.5" 6.5" 6.5" 15.5"10.5"10.5" 4.0" 4.0" 10.5" 6,0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5" 3.5" 3.5" 9.5" 1-1/4'EMBED 62 1L 12.0" 4.5" 45" 12.0" 7.5" 8.0" 5.0" 4,5" 4.D" 72 16.0"16,0" 7.0" 7.0" 16.W'16.0"16.0" 4.5" 4.5" 15.0"14.0"12.5" 3.0" 3.0" 7,5" W 72 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0"16.0" 4.5" 4.0" 13.5"14.0"12,0" 3.0" 25" 7.5" 11,5" 9.5" 2.5" 2.0" 6.0" N LL 3 u � 110 5.5" 5.5" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9S" 2.5" 2.0" 6.0" 11,5" 9.5" 2.5" 2.0" 6.0" O 0 200 ,'^n 7/16"WOOD BUSHING WITH 48 16,0"16.0" 9.5" 9-5" 16.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" b�yi 3 m 412 SMS W/2"EYEWALL 48 161"1L 6.5" 8.5" 16.0"131"13.0" 5.0" S.D" 12.5" 7,5" 7,5" 3.0" 3.D" 4.5" n 1.13'MIN E14BED&1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" _2.5" 2.0" O ARMOR INSERT W/1-1/4' 62 14,5"14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" V SS MACHINE SCREW 72 12.5"12.5" 5.5" 5.0" 11.0" 7.S' 7.5" 3.5" 3.0" 4.5" 4.5" 3.S' 2,0" m O EMBED q p 72 72,5"12.5" 5.0" 9.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" O wILDRm 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2,0" 2.0" 3.5" 3.0" I+ 110 7.0" 7.0" 3,0" 4.0" 4.0" 3.5" 3.5" 3.0" p 1' w 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" S 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3 #14 SMS 014 WOOD SCREW 48 I6.0"16-0"13.0"13.0"16.0"16,0"16.0" 8.5" e.0" 16.0"16.0"16.0" 5.0" 5.0" 12.0" 8 Olt 1/4"�OWERS TAPPER+ 62 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 6.0" 16.0"13.5"12.5" 4.0" 3.5" 7.5" WITH 1-3/4"MW 7HREAD $ ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16.0"16.0" 8.0" 7.5" 16.0"16,0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" 3.0" 6.0" w 110 16.0"16.0" 5.0" 4.5" 10.5"11.0" 9,5" 3.0" 3.0" 6.0" 9.0" 7.S' 2.5" 2.5" 4,5" w� 4"MIN EDGE DISTANCE Id 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5 2.5 4.5" 9.0 7.5 2.5" 2.5" 4.5" - r ° 6 Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" �iyj g B o O LOAD CONN TYPE CONN TYPE CONN TYPE s ANCHOR c7e� Cl C2 C3 C4 cs Cl cz C3 C4 Cs Cl C2 C3 C4 Cs ANCHOR SCHEDULE: WOOD (G=0.42) 5/16"ITW TAPCON%L W/ 48 16.0"116.0"116.0"116a0"16,0"161"16,0"76.0"16.0"116.0"16.0"16.0"10.5' 9.5" 15.5" Z m Q"- 2-1/4"MIN.EMBED 62 16.0"16,0"16.0"16.0"16.0"16.0"16.0"12.5"11.5"16.0"16.0"116.0'. 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE v i 72 16.0"16.0"116.0"115.5"16.0"16.0"16.0"30.5' 9.5" 15.5"14.5"12.5' 6.5" 5.5" 8.0" rj Spans Up To 6'-D" 5oans Uo To 8'-8" Spans Up To 13'-0" cid f 0 $ 110 16.0"16.0"10.0" 9.0" 14.0"14.5'12.5" 6.5" 5.5" 1.5" 12.0"10.0" 5.5" 4.5" 6.0" rjj LOAD CONN TYPE CONNTYPE CONN TYPE O ANCHOR (psl) L o p U 200 12.D"10.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.S' 6.0" 12.0"10.0" 5.5" 4.5" 6.0" x,A Cl C2 C3 C4 CS Cl C2 C3 04 CS Cl C2 C3 C4 CS 3 5/16°ELCO ULTRACON IV/ 48 16.0"16.0"13.5"13.5"16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" I/4'LAG SCREW WITH 1-3/4' 48 16.0"16.0" 9.0" 9.0" 16.0"116.0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" o g ^m 2-1/4"MIN.EMBED 62 16.D"16.0" 9.5" 8.5" I6,0"12.0"12.5" 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0"16,0" 6.5" 6.5" 16.0"16.0"16,0" 4.5" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a 5 72 16.0"16.0" 7.5" 7.0" 14.0" 9.S" 9.5" 6.D" 5.5" n 77, 16.0"16.0" 5.5" 5.5" I6.0"I6.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" v o i 110 8.5" 8.5' S.0" 5.5" 't 110 15_0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" y S V 200 200 7.5" 6.0" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4,0" 2"MIN EDGE DISTANCE #14 SMS,#14 WOOD SCREW 48 16.0 16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11_0"11.5" 3.5" 3.5' 7-0" S CI OR S/4"POW ERS TAPPER+ M ClC2 C3 04 CS Cl C2 C3 C4 CS ClW4.0:: 3.5' S oo WITH 1-3/4"MIN THREAD G2 16,0"16.0" 7.0" 6.5" 16.0"14,0"15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" #12 SMS W/2"EYEWALL 48 161"16,0"30.5"10.5"16.0"16.0"16.0" 6.5" 6.5" 16.0"12.55" > PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"11,5" 3.5" 3.5" 7.0" 6.5" 5.S' 2.0" 2.0" 3.5" ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5" 16,D"15.5"16.0" 5,0" 4.5" 10.5" 9.0" .0" 110 10.5"10.0" 3.5" 3.0" 6.0" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0 2572 6.0"16.0" 6,5" 6.0" 1.0" 1.0" 12.5" 9.0" 3.5" 7.5" 7.0" .0" 200 5.0" 4.5" 2.0" 2.5" 0" 4.5" 2,0" 2,5" 5.0" 4.5" 2.0" 2.5" 110 11.5"11.5" 4.0 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" .0"200 6.0" 5.0" 3,0" 6.0" .0" c '8 NEI°aha s ANCHOR NOTES:SEE SHEET copy 61ff TRM7(L B�P£ 10 FOR ANCHOR NOTES, 15-2338 m SCALE: - _ PAGE DESCRIPTION1 a N � � YIs C a 7alunnn a ��. ROUND WINDOW ASSEMBLY ,,• 4 f , EDGE OF ACCORDION 12"MIN FROM SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES 0.125 0.125° at V, 19ST OF °0.032" 0.032' 0.196°T/]' % - �``Y =k ,,$�\1.. fvii m 11�{I a z 45° ! LI 000 _ u+Uw°w 1 1 3.5"MIN > I ,^„ p 2.875"0 HOLE TO RECEIVE ROUND TYPICAL IJ ¢w o z o 4 7r w^ WINDOW ASSEMBLY 7 t m w 0 g 6 i L ° 3�3 2.875.0 HOLE(TO RECEIVE 3 ^3 02.875° 03.250"x0.188" ROUND WINDOW ASSEMBLY) wo w MAXIMUM OF 3 WINDOWS O IE A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE N.T.S. SABICPLASTICS SLX1431T-UL-94H8 Z� z LIGHT-N-VIEW WINDOW E ROUND WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV ^ N r I w�0 1 I i GE MIN FROM F•� m EDGE OF SHUTTER, EDGE OF ACCORDION N m _ Tc OR BOTTOM SHUTTER BLADES o;So e z m I RECTANGULAR WINDOW ASSEMBLY I a 1 BLADE W/ ROUND WINDOW ^� ``)) r EDGE OF ACCORDION 13 N.T.S. L-2 210" EXTERIOR ELEV 0 0 0 0 CPL,12 3 0 m SHUTTER BLADES I O J 8 ���+++••�— 0.145° 1.210• 0.145• 0 3.5"MIN o TYPICAL 6 aj o-7 p p 1.500 x 6.000° OLE(TO .`�. RECEIVE RECTANGULAR o WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS 1.500°x 6.000"HOLE(TO RECEIVE ry .161° PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) a—!` @ .093" .020" 3 RECTANGULAR WINDOW os_ ' P o o O g 0 13 N.T.S. EXTERIOR ELEV DTA. ' 0.500• 0.500° to, a I x m �1.5'•-� u! -!— --� (INT.) �8 3.5°M7N.E RECTANGULAR WINDOW n EXT.) RECTANGULAR WINDOW NOTES: H �+ TYPICAL (---1 ASSEMBLY A ( 145• 1. THE RECTANGULAR WINDOW SHOWN IN T s7 1 5/13 IS MADE FROM GE XL30 LEXAN WITH W I 0 0.355' p i 0.075°MINIMUM THICKNESS, 2. FRAME FOR RECTANGULAR WINDOW MAY $ BE NYLON 6 OR POLYCARBONATE WITH A 3 e y I I 0.145" MINIMUM THICKNESS OF 0.161'.ATTACH D7PYNIWTRANKI-B NAMP.L -1-856'---4 TO BLADE WITH(6)#4 SS SCREWS OR 15-2338 I I 1.856° 1-0.177° .355' BOLTS WITH NUTS. L---J SCALE: SECTION A SECTION A-A PAGE DESCRIPTION: a BLADE W RECT. WINDOW s RECTANGULAR WINDOW °i 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ,` g