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NRR I Coat G S VEgnae ilc� APPROX. APPROX. HEADER I.D. OPENING SWI TTER APPROX. ANCHOR REINF. REMARKS NO. SIZE DTH HEIGHT SPACING REQ'D. (W X H) YES/NO 37"X 63## 4511 7111 1211 NO EXAMPLE 171)( wn Jet'(f 7S lzl( 2 S¢r x t3 E 5 5 31 t Mb 4 5 6 7 8 9 10 11 . 12 13 14 15 16 17 18 Florida Building Code Online Page 1 of 2 ✓1 ,i'.�^�sem""a .yam" z�- "'£` c,,s�r" u" 5g T �""_ �' T'""^" -� �"&"a' �.. �'._ ."3 Sm" >* l bra d' ry .'ate` k, # "�� x"•,,��-^�w.�,mr, e .:: , �;r£p, j':':. rt 'C.,I BCIS Home Log In User Registration ; Hot Topic Submlt Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Florida[)-,pa:rf�t'ri;. Businesy � !� Professil"I�I Product Approval USER:Public User Regulation Product Anorovr,i Menu>Product or Application Search>Application List>Application De a � FL# L13' S Application Type a w Code Version 20 Application Status Approved Comments Archived Product Manufacturer Address/Phone{Email Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-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 (:4) 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 12/31/2016 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indeo 2.odf FL13757 R5 CO'. lndeo 3.pdf FI13757 R5 COi Incl -_.p 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 FL137S7 R5 Eouiv Eauiv 2.odf FL13757 RS Eouiv Eowv 3.0f FL13757 R.5 Eauiv Enuw.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 2/10/2016 Florida Building Code Online Page 2 of 2 Y 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 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwg.Odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.Ddf combinations and additional limitations of use. i Created by Independent Third Party:Yes 13757.2 i ut=er Large Missile Impact Resistant Accordion Shutter System Limits of Use Approved for use In HVHZ:Yes Approved for use outside HVHZ:Yes ed 8. . -,ar 1 e a 0 P. Impact Resistant:Yes reate y n Design Pressure:N/A Eva uation eports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.ndf 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. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757_R5 II Dwa 3.odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information,anchorage,etc. FL.37$7.RS,AE ERai 3;pdf Created by Independent Third Party:Yes Contact us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,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. Product Approval Accepts: KI ® eGtvcA S,cUrlt _4Exmc- 1 2A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvgk7yHMuovb... 2/10/2016 6.8 ACCORDION SHUTTER L FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE I TABLE 2 TABLE z ALLOWAS E MINIMUM SEP RATION FROMASS TABLE G S RffL ALLOWABLE SPAN SCHEDULE H BTA OF E FOR USE WIT FOR USE WI I HIN T HVHZ ALLOWABLE AS MkSUENTIAL FACILITIES ONLY HVHZ HVHZ POSITIVE POSITIVEVAND HvHZ MINIMUM SEPARATION DVULZE FROM H MINIMUM SEPARATION WIND LOAD LOAD WITH F GLASS NON! 11 DESIGN NEGATIVE POSITIVE FROM GLASS WITH CENTErS WINDLOAD DESIGNS - POSITIVE I NMTE P SH ZR N 051TIVEAND PRESSURE SHUTTER notis YANG u U INSTALLATIONS INSTALLATIONS LOAD(PSF) (a ALL PRESSURE 30'ABOVE 30'ABOVE DESIGN P RESSUR SPAN INSTALLATIONS INSTALLATIONS OR@&@ OMOUNTING (PSP) GRADE BRADS WIND NEGATIVE WIND .3VABOVE ABOVE z z gg D ONDITIONS� ON.) (IN.) LOAD LOAD ALL (PSP) GRADE GRADE 45 (w, R@&(a I - (PSP) MOUNTING ON-) (IN,) w 23,9 156" In, 15F- 20.3 156' 5.7* CONDITIONS- z z 0 164' 156' 156- iF- 50.0 Iw or 30 �l 44 I 30.0 147o 156" 155" 12W 3.1" .0" 45.0 14r i !!iso" 30 99" 3.0n 60.0 3S_ 160, 125, 30 ter l4r Ise, 6.01 40.0 137' _755' 5.7- 3.5- ,cc CA 145' 156' 65.0 l4r 60, 3pt" to 46.0 13T 'Al. -1w _30. 1.11 ul 70.0 137' or 3.11 .0 12V 137" 166" lor 3.01 1.6" 75.0 iar 40 so'o 12W -T2-0. 3.1" 2.2* $.01 1.8" 40 132" 5.7* -2r 748 120' &0" 2.2* 65.0 125" lor ggg - _T5F Sf 4.1' ri 2.0" 0-0.0 12r 70.0 1191 126* 137" _A71 -706-0- 118' 6w 3Aft 7$.0 124" 133" 100.0 115, 99. 311. 1.7" 80.0 115• 122, 128" lou lir 12V 125' 108 �'o:1 so " • 110.0 lio" 2.61, 0 _11z. Ilar 121' 120' 30 2.61 115.0 for 13r 518, 3.11 05.0 110' 117' 118" 13'r 5.74 3,5' 120.0 105" 5.8' 52. 6v .o - 1.2" 1 103" 6V .0 107, 1124 So go- 3.w 1.9- 3!too- IN. 99" 3.1" 1.8 015 'o Ica, Ila* 1101 ios. 3.0' 2w2* or low 3,11 z go 116.0 106, 107" 'o or 135.0 60 107" - 131* - 3.5' 140.0 es, 12V 3.1' 2.7" 120.0 104" -105- Son I.OL _12- 145.0 sz, 140" 60 25 10$' 70 64" _301 150.0 or fiv 3.1" 130'0 9 ioi* Z" 15500 80" 84" 3.1" 136.0 or 12V 112•:_�'S�_ iflao ar 70 i.e'I" 140.0 ON, 60. 3.0" 1*2" 165m4 al" R 145,0 9r w 30 1.71 170.0 TW' so 12W. 137* 4.6' 89" 99" 3o04 175.0 TV' F55_0 w 3.1' 1.2' 6" llr 3.51 3s' H10.0 74" 1. 3.11 10040 tr go. 16510 83" 60, 185.0 72" go LL 84' 3.0" 1.8* ic000 70" - Too 110 --- 120, 3.6" 78* so- 30- 2.5. iss.0 68, 121• 5.8 3.7* 1 76. 110" 3.3' 11.1 66. 200.0 60' 3.1" 12" 64* 3.111, 165.0 72' 120 84' 3.0" _1w go- I's 160.0 74* 3.v I.r FOR BUILDOUT MOUNT MAXIMUM 110 SPANS AND PRESSURES,SEE 3.1" 2.6 $J* I 11w 3.31 3 logo TABLE C ON SHEET 6113 - 200,0FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 60, 1.2' 1 or 3 TABLE C ON SHEET 6/13 120 99" los" 3.0* TABLE I AND 2 NOTES; A 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD TABLE 3 AND 4 NOTES: , NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN COUNTY FLORIDA. 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY SCHEDULEABOVE ARE MAXIMUM ALLOWABLE DESIGN 2. DES k FLORIDA,iPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. DESIGN PRESSURES SHOWN IN*ACCORDION SHUTTER 3. THE 6.8 SYS SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN TEN MAY BE MOUNTED WITH THE INSIDE AND PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3, NO SEPARATION FROM GLASS IS REQUIRED FOR 9 IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF C0PyMffFRWLD5XkWRE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FORTHE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES8yy 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND 15-2338 AS NOTED IN TABLE I ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE:IT 5CAL6: - HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE DESCR[PTIOMt PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL HURRICANE PROTECTION THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL Be BE USED. USED, -A \\\ KL �' 4I 11 C •a GENERAL NOTES: ,'/•�••�� ,"g 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES — NEI LIMIT CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z p 3 u¢ SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W m 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK '" 3 REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA w`= C BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE p 8$8 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E188 VI 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 m SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ro ZONES,IN ACCORDANCE WITH ASTM E3996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN m CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED'-IN THE DESIGN OF THESE PRODUCTS.WIND d VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ui w �I 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR jr,A WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0,85 ILi✓Na` a ,� SHALL BE USED. �;o v� A 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC mr� SITE, i€I 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 - a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ' 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. $ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR o g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM v 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 �{ R DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, r 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM d INFORMATION: e9 TOWN&COUNTRY INDUSTRIES LOCKIN ANISM SEE FORT LAUDERDALE FLICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 TAS 201,202&203 0 {� FLORIDA BUILDING CODE APPROVED e f'1 L A,G_C•_ORD11 Q I�ga 6 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 �6�� K.S.I. S Tt� L i L 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A 99 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. 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR eg$ gy BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. c q 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAYBE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIOS SHOWNs 20. SEALANT SHALL BE USED ONCLUDE ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE.POWDER COATING FINISH. BIB BR 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE C0MGMFRAtXL8EhHkRWP.E ABOVE-NOTED BUILDING CODE 15-2338 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING } REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALEo - - 9 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 �� 2. PROJECTION S 3,610' 1 „ 4,874'HAX, 2.782" '0 1.907' .068" .997" 1.82 1.825" 125, 1.825' r r ,0E6 .1825 1 c •143" 1.708" 143" 0 N *` .100" 1.7 B" 100" N .100" 1.7 B" 1,700' _ 9 .100" w .143" TA m ,699' .195" ,195'143 TA 095" N '• ```M 1 E • in 630' 200 N .. 1 0• .6 2 .6 062' 1.06 1I ale. � . .062' 62' 200" .062" 30" 62" .�� 588' 30 1.510' x.. W 608 630 1.250" .971" j U'�W€ .971" .971" .09 .095' 1,0 2,728' UI ¢C LL U 3 �' 2.822" w Z o 1.250" 1.200" .095" .977" ,030' 2,748' Z «m, w$� �O 5.745"M X. 5.745"MAX. 3.610" W w 3 s O O LITE 2-LEG WALLHEA,. M A'ER�S1 LITE HEADER/SILL cw 3 1 HEAVY 2-LEG WALL I SIZ 5 'Lg All 1Z 3 SCALE,HALF SIZE SCALE:HALF SIZE PF1 SCALE:HALF SIZE w0 HERE SHOWN SC W BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS < 0 2.655' _ „ 1.625' 2.655" .875' 2.195' L230' 1.825" 2.195" ,510' .588 1.583" 0 2.655' 2.365' w 6 0 .600 .510" N - , II -� ,510' ,460' .085' - F- p$ ri x ,�..OELO 0 co . iul `'1 .'Oo in L 0 cti N I ,621' 111.1 ai vii I.I05' in I M o D60'. .895' ' N ^ +Z�B� �J 'if c 105 r , A31' .105' Oi TYP ai c1 o N \`1`T-/\, m f a TY 4 c U I TYP. 1.230" 1.069". .621' ��. o .97s" .5 -- -- --_�4 ,781' I o g 2.3DO" 4.510" .f 1995, 4.510' 2.195' t 04.510' = a 250" 2.95' R O7 SILLO8 SILL ADAPTER 10 EXTENDED SILL ADAPTOR 11 MID SILL 12 MID SILL ADAPTOR v SCALE.HALF SIZE Og EXTENDED SILL SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE LO 3 F SCALE,HALF SIZE SCALE:HALF SIZE C�n 1.994' l43' 4.603" 30.225' ,143' .314" 4.140" 325' , •06 •043"R 3.963' .15 ,258" 297" .030R .054" 2" 1.570' 51 10 N Q d .625" Y 8 a u , $ 3.410' 1.721' .133' 0.080' ? II o 1S TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 682' .630' ,096' m � 0,080' O.117'� x}060' p� SCALE,HALF SIZE SCALE.HALF SIZE N a '<� m q $Sg ,130' 2' 2,022' m O.1L5' cu I .621' eRADIUS CEILING HEADER/SILL ° 0,096' 18b WALL SILL >a � � Is 4,510" m a 16 SCALE,HALF SIZE N .180 ,080' SCALE,HALF SIZE s �d .'8 > 02" .310' 630' ,080'cavil 0.080 COPMGHTFRWI.BDOWWRE 227" 15-2338 054" SCALE: ,420 PAGE LIESCRIPTION: 15 CEILING HEADER/SILL °i O6.8 STA SLAT/BLADE SCALE,HALF SIZE8 WALL SILL CLIP SCALE,HALF SIZE ®SCALE,HALF SIZE �� a., .3750 1.950" '4•TO�i .rr'125' 2.018' iu #10-24 THUMB STAINLESS STEEL �`'f•�e4" c SCREW---4z ASSEMBLY m _ ,/��• /'2_ F m o .3200 HOLE N W C m w .050.. NYLON u'0 o N WHEEL 'P Q � .062' Q 1.100" .240" w %0� @ts TY'.AT EVERY OTHER 5' MAX. L 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. i� d E SCALE:HALF SIZE ® ® IT w=••X" ' AND ONLY CYLINDER-SOUR BRASS,NICKEL PLATED �i >U w g,w 19 ANGLE ZZ ROLLER ASSEMBLY HOUSING-ZIHCDTAST,POWDER COATED ¢Wow 3`4 SCALE:HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE HOTS:NAYUK-OPERATED OUTSIDE OR THUMB W c m o y SCALE:HALF SIZE TURN OPERATED INSIDE. Z rlO Daz .ate 3"'z w f{,250' 23 BRASS PUSH LOCK 3� 3 u SCALE:HALF SIZE N NYLON WASHER �w POR ALUMINUM ,357' 'p!S 0 (NYLON BUSHING 276' Rsp S 4.000' a OPTIONAL) ,500' TRA 14 x 2-3/4"410 HT S.S. in NCREW W/ N.062' ci MC ULTRACOTE COATING 2250' cYP TOP&BOTTOM( 01WASHER: ,154' .137' N w' 7/16"0 x 1/2"@)INTERIOR JOINT TOP - •224' F rn 7/16"0 x 1"@ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 2B BOX CENTER INSERT 2.750' BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE 24 77 RAINGUARD m<a SCALE:HALF SIZE SCALE.HALF SIZE 5 1.978' 2.125' f p 1.742' 42.465" 2" 2.642" c w .623' ,236' 1.710' .286' 42657' 2.405"g1,110'.443' .443 0, 0% 89" 2.216"m A90 4 m 1.084' m N ,284 'l6' ^ 1.200" 100"azo •` ^ ['�Qja .190" .250" .250' ' - m ^m /IC06801 .2 . • V1 I� n a 3.443' .496' 1,758' N N u, 3.476' .125"* .125" m125" "' ,190' .160' • • m p 1,001' ,062' ?U .222'414 .062'jj_.176' Ll� RE 2 p3 &.6 C6.. MA E 4 UNIMA E CK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE q 5 'L!; 'L SEll L M'A IZE SCAL&HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE y AG2' qqqq STEEL UT SINLESS- ^ co ROTE:ATTACHMENT SCREWS FOR 5.500' x 13/16' WIDE ".400- END STRIPS SHALL BE#0 TORX ° 5 HEAD STYLE VARIES w OR PHILLIPS DRIVE SCREWS, qS�Q 'A ° 30 38 THUMB SCREW V �Ob HAND-TIGHTENED ONLY. OOy 5 SCALE,FULL SIZE •250'.r-f j & y F 1 4-20x1 OR 5/16-18x1 iv 0 e g M�CHINE SCREW STAINLESS n � IN N STEEL Y h : �i OD CUMIGHTFROKLDE1MDOP.E m 5/16"0 INTERNAL l88' THREAD o w N ? 15-2338 TYP, 37 T-SCREW INSERT a v 1,050• - 4,500' .L .689' POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE y SCALE:PAGE DESCRiP-- SECTION A °' o ,254' (9(9@ PND41sT>�Q�Eri2n21s 36 T-LOCK ADAPTER 7,000' N M E (OPTIONAL) r- '�' END STRIP 1" 9� O BOX LOCK SCALE.HALF SIZE O a 35 39 2X7 ANGLE 2° & 3" EXT SCALE:HALF SIZE .N.125' ' SCALE.HALF SIZE � SCALE: HALF SIZE �r r'USE A DIST. EXISTING GLASSz FASTENER ER P 18"D.C. Y ANCHOR SHOWN EXISTING GLA IN ANCHOR SCHEDULE), DIST. ss7 "s. EMBED. 17 R AALT.m EMBEDSILL (INTERIOR) q OF A Q Ep (INTERIOR) 17 ON 63- EDG UM.0.062IC ANGLE V x 6 10"MIN.T6 k DIST. 0 2"x 5' MAX.(ANGLE LEG 3 -Qq 9 29b A 9 AY BE REVERSED) X li ASTENER 0 18"D.C.(USE ANY 13 No 83 gu 8"ol 6� 13 13 ANCHOR SHOWN IN ANCHOR 211 67 "@ , z zt NIK 13 SCHEDULE,1"MIN.EDGE DISTANCE). T10- 29 #12 x 1/2"GALVANIZED BOTTOM —1/4-20 THUMBSCREW (EXTERIOR) M sr, 'EW 6.80"(TYP.) OR S.S.SMS,3/16-0 ALUM. INTO CENTERMATIES 113 (EXTERIOR) w 'T 1l4-20x7 THUMBSCREW INTO r .r j (EXTERIOR) POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE m THREADED HOLE.LOCATED(p MACHINE BOLT NUT S w a ML BE 3/8" cc p 1/3 SPAN TO 2/3 SPAN FROM p To-'D.C. MAXA '0 WIDTH UP w )M TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADE TO 1"HEIGHY. SCALE:3"c T-O" :%8'-3".USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>61-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR SCALE.3" 1'-0"AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES USE P)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM OR 11 5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK©3 SCR W 0 THREADED INS PRT 10 AT MAY BE SUBSTITUTED.WHEN USED WITH DETAILS C 02/3 AN FROM ENTERMATE#29 AS SHOWN,RECEIVING TO 2/3 OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7,116" SEE ENDAS P SCHWULE FORM X7 3D S RECEIVING HOLE SHAL BE PAN WIIEN /8-MAX WIDTH,UP+ 13 USING 403.40b OR 40C rn V HEIGHT. ma. END STRIP SCHEDULE ml a0,cMi PN I'BlO(2.7') 62 lor @USE APPROPRIATE Z 72 -To—o, STARTER STRIP TO 13 94" PROVIDE CLOSURE FOR -75* -n -§E- 9 BUILDING CONDITIONS. _l\ 62 95" ul r BID pa.) FASTEN STARTER (INSIDE) 72 W, STRIP TO 82 A", TRACK W/ 3'BID(4.71 2/4#CORNER 0 1"SCREWS 79" AT rO'RNER I ALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY). 1.6"x3" SCALE:3" T-O" �\_ ANY TRACK x8.093* 41 W/SCREW BOSSES, ANGLE 57 83" ui SILL84 -7&'- 2W 45 139' 7 Z ANGLE W [1 13 6 120' 9 EXISTING GLASS z SH 134 USE{�I)BRASS PUSH LOCK 2155 LOCK I 5/1 I 6-78 ToNTO 30r OR 1 /16-1e THUMB (INSIDE) (OUTSIDE) — T U 13 2'x4" 45 SCRU I IREASA T E 1 3 5. INSERT:p'&1/3 AN SILL AT 3 P 2/ xG.12 TO 2/3 AN FROM 0 BOTTOM ANGLE 55=7 BOTTOM OF SHUTTER ECE 1 SID 6FRio SHUTTER. L BE MAX WIDTH, P 70 HEIGHT. T3 4•FOR GREATER SPANS OR LOADS 51 TYPICAL OUTSIDE CORNER CLOSURE -—- THAN 5; Vkf�-77t-- OUte.ENIN END STRIP 30 CCt DETAILS WO/CORNER POST SILLEQUIREA I% B ' a 30 13 ANCHORSCREDULE 801400 TEK 007YWOnWO(LBERNARDORE I-X r.0 9 O'C Llop SA MUG[GS NI 0 S PA N 13 NTS US NGA 13 \_SILL SCREW OR 114-20 9OLT TO END 31 (OUTSIDE) 15-2338 STRIP. 727L—EI . I - -""OWH USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTION: SPAN TO 2/3 SPAN FROM E BOTTOM OF SHUTTER @TYPICAL INSIDE CORNER CLOSURE YN — DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY rl 3 NTS SCALE,3".1'-0" 2 FASTENERS ALUM. TUBE _ �% Wf XISTING EACH ANGLE SEE TA16 ALLOY SEE TABLE A FOR SIZE. C2 CONNECTON TYPE REFERENCE ANCHOR TRUCTUSCHEDULE FOR MAX. STRUCTURE1"x 2"x 1/8" SPACIN\ 1/4-20 MACHINE BOLOR 2"x 2"x 1/8" C1 CONNECTION TYPEALUM.ANGLE o 1 REFERENCE ANCHOR W/NUT @ 12"O.C.ORI ` SCHEDULE FOR MAX ® 014 SMS @ 6"O.C. THREE 3/16"B o 13 7] I SPACING 1/ ITYP.TOP&BOTTOM �•, E%T OF ALUM •.' ' ALUM. POP RIVETS OR D 17 ALTERNATE THRU BOLT �i +e _Q THREE 012 SMS, 3/16"�ALUM.POP Cl CONNECTION TYPE ~ �i/ NTYP �G 17 RIVET OR 012 SMS REFERENCE ANCHOR ❑� ��d(y� /�0� 7 1q .7 18"O.C.(TYP.) SCHEDULE FOR MAX. w p �/,/pR 1161 .wi fr S�Sw°:D. TABLE A(CC3) , .� SPACING FOR o ar. >u I} 7� PRESSURE VS ALLOWABLE LENGTH S w I/ MAY USE MALE OR PSF 2.1 8108° 3'k3'x B° k FOR H4H2 13 z o b No 810 FEMALE LOCK-SLAT) x I 5. h 62 i70' 188° 53 y _ / GLASS FOR NN. x a J W 3 a 3 m n Iza° 179 CC3 TYPICAL CORNER CLOSURE DETAILS { _-_ ,� �� OR DOOR-�( m � Q W F I C, 82 119• 17T NTS q u E F TABLE C: C>F __ F- 92 119' 165• ALLOWABLE SPAN R'Y^i �� 6 R p a 102 130' 160' SCHEDULE FOR m 120 1�° 1�, TABLE B(co) ALTERNATE THRU BOLT BUILDOUT MOUNT \ OR w Iso C5 CONNECTION TYPE (DETAIL F) aw \ 97• 111• PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR MAX MAX w0 rn 2 25Q"x1�//8° 35O'k1 B° SCHEDULE FOR MAX. m 88° Sla' PSF WITH B/0 WITH lj/0 SHUTTER DESIGN SPAN PRESSURE Cl CONNECTION 11PE 5" 1/4•'MAX.FROM PIN REFERENCE ANCHOR GUIDE TO BUSHING y t 62 113' 166° 1251N. +/-30.1 PSF SCHEDULE FOR MAX. f- --1 WASHER(TYP.) w-.9 8 72 107' 1ST 1211N. +/-31.1 PSF SPACING I 1.. 19 82 101' 147' 1181N. :/-31.9 PSF II I I Fp-A c 1151N. +/-32.7 PSF _�J 14%3/4"SMS @ 9"D.C. N p m 92 95• 139' ANGLE TO TUBE CONNECTION p <m 1121N. +/•33.6 PSF � 1 % .p O m 102 90' 132' I EXISTIN 2"x 2"X'.125" 120 1101N. +/-342 PSF CONCRETE, EMBED. 6063-TG ALUM.TUBE 83' 12Y 1071N- +/-352 P5F a Iso 7q• 109° 1051N, +/-35.9 PSF BLOCK OR 5 CONNECTION TYPE 200 1031N. +/-365 PSF WOOD FRAMING REFERENCE ANCHOR u 6a• 9a• SCHEDULE FOR MAX. 1-1/2-MIN.FOR CONCRETE 1011N. +%373 PSF SPACING OR BLOCK AND 3/4-MIN. 991N. +/-38.0 P5F FOR WOOD 951N. +/•39.6 P5F 921". +/AO.9PSF Cb ALTERNATE BUILD OUT MOUNT SECTION ASTENY (�18"O,C. SCALE i 3"=1'-0" r` Z (USE ANY ANCHOR SHOWN 691N. •/-02.3 PSF S IN ANCHOR SCHEDULEI. S61N. +/A3.8 PSF 831N. +/-45A PSF Ci BI IN. +!'165 PSF 781N. -148.3 PSF ACCORDION SHUTTER PER PRODUCT APPROVAL w 761N. +/-495 PSF f 741N. +/-509 PSF H' 2"K 2"x 721N. +/-523PSF = _ ■ a 3/16 RIVET OR 012 M w SMS @ 18"D.C. OR 090"6063-T6 AIND/O BLEAT TOP �' n ALUM.TUBE TYP. ` 701N. +l-53.8 PSF qND/OR BOTTOM x o�l i' 2 1/4-20 NUT 6 BOLT 17 681". +/•ss.a PSF g $ 66 (TYP.). 3/16"0 ALUM.PDP �' 6618. ./-57.0 PSF 2°OR 3'P.A ALUM.TUBERIVET OR 012 SMS �BOB3ET8 ATA LE B @ 1B"O.C.(TYP.) wFOR SIZE 2 FASTENERS x CONTINUOUS �,., 13 1- =w O 1°1/2"MIN.EACH ANGLE ALUMINUM ANGLE 4 p M= 2"x 3°x/e xx 2"x.093" OPTIONAL ANGLE INSIDE A 22 N o ruw CONTINUOUS OR 2" 2.175'6063-T6 ALUM. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 GLASS p=m 2"x%"x CONTINUOUSANGLE,TYP o POP RIVETS OR OR DOOR X OC17 THREE 012 SMS,TYP. TO fSJ155 p R F- 6061-T6 ALU ANGLE 1"x 2"K 1/8'• u an 2° 6061-T6 OR2 "x1/0'• TENED 73 ALUM.ANGLE ANGLE FASTENED TO0 o 1/4-20 tUSE MALE OR FEMALE CONCRETE HOSTEXISTING 3 I S AT 3" COWNGxfFPNALeEWLIR00PE LOCK-SLAT) - b C4 CONNECTION TYPE FROM ENDS AND 9"O.C. "GALVANIZED m REFERENCE ANCHOR STRUCTURE WITH FDR THE BALANCE 15-2338 B 13 w SCHEDULE FOR MAX. VVO ELCO ULTRACONS 2-1/2'MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE SCALE: 8 012 x (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTION: OR S. WITH 1�"MiN PSI MIN) TYPICAL CORNER CLOSURE DETAILS POP RIVET, R 1/ - CLOSURE OPTIONS EMBEDMENT AND 2W, SEE TABLE C FOR MAX SPAN AND PRESSURES MACHINE BOLT&NUT SCALES 3"m V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, NTS @ 16"O C BLOCK OR WOOD FRAMING STAGGERED WITH 3"di MIN.SPACING,TYP. BUILDOUT MOUNT EE INSIDE SILL MOUNT SECTION O SCALE�NTS p SCALE.3"e V-0" CS CONNECTION TYPE REFERENCE ANCHOR XISTING Q Z FOR ASM SCHEDULE FOR MAX. STRUCTURE �� '• 0 4= FOR� 07,. FScpin I ¢ SPACING 5"MAX. S A 1/4-20 MACHINE B T GLASS FAOU-BELS w o w>' GLASS E TABLE 0: m REFERENCE ANCHOR W/NUT @ 12"O.C. _ OR DOOR u u OR DOOR &FOR HNiZ w w 19 G S F�Z F u,m SEE TABLE 2 F w SCHEDULE FOR MAX. #14 SMS @ 6"D.C.o 7 a Z¢ FOR MIN. 13 7 w o SPACING /2 fTYP.TOP&BOTT fl1CT OF SEE TABLE SEFOR MIN.PASE RATION 13 X N N O O QA551 N=~U' _L4 J " -S,O •1I.JN�®�• .\�-(�`� 1/4"-20 THRU BOLT W/ T(I�� a= w 412 x 1/2"SMS @ 12"O.C. X z Z m LOCK NUT @ 12"O.C.OR E t-w m OR 3/16"0 ALUM.POP a a F wolik 0O,.uDJ „ 412 x 1/2"SMS @ 12"O.C.E.S. o F a RIVETS @ 6"O.C. OR 1/4"0 z w w OR Vbl DR 3/16"0 ALUM.POP w ~ ALUM.POP RIVETS @ 12"O.C4%j a M '0; = RIVETS @ 6"O.C. E.S. �= I-w ZF�. w=vX"x; OR 1/4"0 ALUM.POP RIVETS / N 11 AND FOR p�1M. E- m aL >U w @ 12"O.C.E.S. ASSEMBL1/4"MAX.FROM PIN ES�1 AL 13 F Doo: �1 Q W LL C7 "MAX.FROM PIN GUIDE T BU I G F m o Z o / P. w w o w g O9 AND QO GUIDE TO BUSHING c WASHER(TYP.) SEE T = x- p o ASSEMBLY WASHER(TYP.) w GLA55 &FOR H111Z :A zO N w W TYP. EXISTING CONCRETE, E 4 CONNECTION TYPE OR DOOR SFE TABLE 2 X p z c BLOCK OR WOOD FRAMING w REFERENCE ANCHOR FOR MIN. a a a a ' m m y m 3 CONNECTION TYPE SCHEDULE FOR MAX. Team ATOR >_ N OREFERENCE ANCHOR SPACING AS SHOWN a EDGE SCHEDULE FOR MAX. TYPE IN DIAGRAM ON PG.10) a DI T. SPACING AS SHOWN REFERENCE ANCHOR w SCHEDULE FOR MAX. l0 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER p N 6 R _ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w p pR ri SCHEDULE FOR MAX. BACK ANCHORS NOT REQ'D ® 1/4"MAX.FROM PIN w i BLOCK OR WOOD FRAMI / SPACING.ALT.FASTENER WITH THIS LOCATION C1 CONNECTION TYPE 2 GUIDE TO BUSHING ro LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) \ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D g INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 / WITH THIS LOCATION O SCALE:3"=1'-0" SPACING m�6 PIN GUIDE TO 5 CONNECTION TYPE REFERENCE ANCHOR �$ m I BUSHING WASHER O INSIDE MOUNT SECTION =E-L o A SCHEDULE FOR MAX. w v p n, (TYP.1 SCALE:3"=1'-0" [ EXISTING CONCRETE, SPACING R.S v O n NOTE:FOR DETAILS A,B.D.AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. o'ogg z THE BASE TRACK MAY BE INSTALLED IN SECTIONS Z 3 a WITH 1/4"GAPS,PROVIDED THAT EACH SECTION NAS CO BUILD OUT MOUNT SECTION z J A MINIMUM OF TWO SETS OF ANCHORS AND IS O u TYP.BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE.3"=1'-0" gap 4 USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING (���/ _E I OVER THE GAPS BETWEEN SECTIONS, EXISTING a EXISTING CONCRETE, BLOCK OR WOOD FRAMING EDGE 6fST q CONNECTION TYPE BED. C2 CONNECTION TYRE Y1 E TRUSI•.ON a a EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR YJ EXTROSION 1 REFERENCE ANCHOR SCHEDULE FOR MAX. RE E ANG D R S SPACING SPk L�T FO SCHEDULE FOR MAX. lA S e SPACING AS SHOWN R IN DIAGRAM ON PG.10) 1416 9!. .. 0 RQ2 1/2" 3 4 W Q N - w ~Jm w p _ m GLASS 4 1 >o a OR DOOR &FOR HYHZ 13 w w o FOR w w~ILI $LL, AD N 1/2" w 412 x 1/2"SMS @ 12" SEE TABLE = z u p two On a S w o WwF�m O.C.0R 3/16"0 ALUM. SEPARATION N oln� II 13 jw=wc-, $e I-wooa POP RIVETS @ 6"D.C. X oZm GLASS OR &FOR MHZ y=zu= �mmm Sga FOR F-N N w o OR 1/4"0 ALUM.POP a u a-9 DOOR N�_Din, 3�r`EM ; A 13 == x•- RIVETS@12"D.C. E O. FOR MIN.. Xzpzm S' GLASS N I-z z w u SEPARATION a w 0:a s & OR DOOR MZ SEE TABLE 2 X z o Z m TO QA55 f-'w N�- m;�x 21 1/4-20 S.S.MACHINE II a�a a O ANDQB 1/4"MAX.FROM PIN C "B E ua 1/2" GUIDE TO BUSHING00 SCREW B,NUT @ �� u N ASSEMBLY 1/ w �i 12"O.C. TYP. WASHER(TYP.) o tA IN - t� _1 1/4"MAX.FROM PIN m GUIDE TO 8 S I N X z 4 CONNECTION TYPE w GUIDE TO BUSHING w 1�R@ WASHER(TYP.) s$ • REFERENCE ANCHOR _ m ry E WASHER ITYP.) EDGE $ s ¢ 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. 2 CONNECTION TYPE W/EXTR ION 2 FPRdfLEFNN.RDORE i z m SPACING AS SHOWN -3 CONNECTIONN TP-E W/EXTRA ION y1 N BLOCK OR WOOD EXISTING CONCRE 4 CONNECTION TYPE IN DIAGRAM ON PG.10) EEERENGE ANGHO 5-233$ ® OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR CHEOyLEtFORT '? _ 412 x 1/2"SMS @ 12" SCHEDULE FOR MAX. P`A-1 G ALE' 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE SPACING.ALT.FASTENER ESOB? PAGE OESCAIDTION: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND _�k+Obb F (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D 8L0 O E AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P WITH THIS LOCATION RIVETS @ 12"O.C. Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION ,!L BUILD OUT SCALE:3"=V-0" SCALE:3"=V-0" me CA E NN LOC'• ,�/E FOR ASTM ESSENTIAL ` A�t7 4 FUSEE TABLE 4h d EXISTING 1/4-20 FOR HNR SEE TABLE 2 TO Z MACHINE ORCUSS J vi STRUCTURE ALT.LEG DIRECTION 0 1 ASS ¶� 73p0 ' a (2)6063-T6 ALUMINUM BOLT W/NUT 49� DOOR rc w r ANGLES PER BEAM END, @ 12"C.0 OR 2 .ox 11 1/4"0 ALL I SIZE PER SPAN TUBE 1414 x 3/4" �*' I SCHEDULE um Cl SMS 6"O.C. SPAN TUBE SCHEDULE T _ POINTS SOLID Of- '4z , C p SET ANCHORS SPAN TUBE NUMBER OF ' tq w 6 -� WITH 7/8"MIN. PER DESIGN ALLO SPAN QBE THRU-BOLOTS ANCHORS PER MINILENGTN y X:Aw Z EMBEDMENTIN SCHEDULE TUBE SHUTTER ANGLE Q w CONCRETE OR ACCESS HOLE SIZE SPAN EFw of BLOCK,3"MIN �'„ TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM, 17 SPACING AND TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE Z1- O 3"MIN EDGE Z ;U w� X DISTANCE. - z� 60 123.6• 1353• 2 2 2 3 4" 7' Z�•l J Q ivy o_" rx5'x 96' 101.7' 1D6.9' 2 2 3 3 7' 7" fIl a W"0 o _ __ r_ E ' f• 5 fi W 0.125' 727^ fiB.9' 94.4' 2 2 3 3 7" 7' Z z m s W o og 3"MIN. 14 16 O X m 60' 129.1" 157A• 2 2 2 3 4' 7" Z '{m ED.DIST. CR� 13 u N O"Al2 k 96' 114.6' 124.7' 2 2 3 3 7' 7' W A��m V 2" 1 f SEE TA[gE 4&Fai HNR SEE Q z 0.725° 7�, foze• tD5.6• x 2 4 a to• 70' 3 ` N - 1/4"MAX.FROM PIN GUIDE TARE 2 FOR MN.SEPARATION w Q w 60^ 136.0' 198.9' In 2 Z 3 3 7" 7' ,+pA TO BUSHING WASHER(TYP.) GLASS w D-u 7Y9•x o w OR DOOR TO L N m 98" 122.7' 155.7• 2 2 3 4 7" f0' ,p w•• I TWO 1/4"O WOOD 1/4"0 THRU BOLTS =�Q 0,125' 123' 115.4^ 137.5' 2 3 4 5 1V' jr- TWO LAG SCREWS @ 24" SEE BEAM L"1-~ 60" 156.1• 240.V 2 2 3 4 7• 10" a O.C.MAX.WITH 2" I- 2517G'x THREADED PENETRATION 3"MIN. SCHEDULE FOR w 0.1675^ 96' 140.6• 2z9.9• x 3 4 0 10' 16• w "T"INTO CENTER OF STUDS ED.DIST. EQUIRED N MBER N 123^ 732.2^ 203.1• 3 4 5 7 13' 5 6 x 91 EMB."T' 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: a• n STUDS FOR TRACK TO 1"x 4" 70 8 SH1NG WA ER TYP. x x x 4"ANGLES FOR 2^x5^8 2"xfi•BEAMS. 1/4"�ALL 2, USE 2'xS"xl/4'ANGLES FOR 2"x8•&2"x10"BEAMS. LL PLYWOOD& TUBE CONNECTION 3. USE BEAM SCHEDULE FOR DETAIL 1. tu`•�E POINTS SOLID m H w STUCCO FINISH 1"x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN B CI 6063-T6 ALUM,TUBE WITH 7/B"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED �$" EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 7/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH Na$a m EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN W/NUT @ 12"D.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 6 SPACING AND 3" 1'v 12)6E63-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 3 MIN EDGE I^ ANGLES PER BEAM END, OR#14 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN OWALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OFTHE SPANS ABOVE AND BELOW THE BEAM. uj SCALE:3"=1'-0" ALSO BE USED SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED, 3 AT TOP EXISTING ALT.LEG DIRECTION ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Y 1 STRUCTURE EMBED. $ MAX.DESIGN LOAD=x 72 PSF c 3 Oj BEAM SPAN SECTION v W • SCALE 3"=1'-0"o FOR ASIM FSSENTIAL -GLASS OR DOOR 7 iI 6 FO R H H ZSEE TARE TABLEE 2 13 = N EXISTING WOOD o R FOR 69N.SEPARATION 10 w Z TRUSS OR RAFTER 1/2'"- 2'.,l wm d CLASS X Q @ 24"MAX.O.C. -II1 Y w EXISTING FINISH a MATERIAL g 8q�p § 1/4"MAX.FROM PIN GUIDE 1"x 4"x 7/B"6063-T6 TO BUSHING WASHER(TYP.) mALUM.TUBE W/THREEFINS TILE(TYP.) 1/4"B W000 LAG pT 9 FINISH MATERIAL SCREWS WITH 2-3/4" L E 3/4"PLYWOOD MINIMUM THREADED / r I I u�Y S! 3 m -1/4"0 A325 GRADE THRU BOLT @ 7"O.C. PENETR."T"IN WOOD(Al L OR 5/16"0 A325 GRADE THRU BOLT @)12"O.C. EACH RAFTER OF TRUSS \\` _' s4"O.C.MAX.WHERE � 5 6 GALV.OR S.S.SSTUBE EXTENDS BEYOND _ 5 0 a 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA °�+ 2"x 5"x 1/8"6063-T6 gg 5"D.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO �\ w w m ALUM.ANGLE W/THREE ���fi H q$A g ,+. OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8'• NEXT TRUSS. \ F-w>>m 1/4"0 WOOD LAG s MIN.EMB. IN WOOD SG=0.42.TO 0.55, i two SCREWS WITH 2-3/4" COPYWOFPAlO(LODOARWRE 1/4-20 S.S.MACHINE SCREW(� 13 =36 z W MINIMUM THREADED 12"O.C.IN BETWEEN TRUSSES N I-O u w PENETR."T"IN WOOD @ 15-2338 EXISTING CONCRETE, r%t WITH 1/2"0 ACCESS HOLE ON L7- -1 _ HOLLOW BLOCK OR 2"x S"x 1/8"CONT, BACKSIDE OF TUBE OR*14 SMS X Z m EACH RAFTER OF TRUSS, SCALE: - WOOD FRAMING.SEE ri ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN Q O ir a F- 24"O.C.MAX.WHERE PAGE DESCRIPTION: ON TYPE OF STTRUCTURE F u UI ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD s 72 P.S.F.) 6", EXTEND ANGLE TO NEXT TRUSS, T3 PASS THRU DETAIL (MAX.DESIGN LOAD 7:72 P.S.F.) H SCALE.3".1'-0" O TRUSS MOUNT SECTION CO� SCALE:3"=1'-0" UO �� KI GLASS ORZ�`A �O DOOR �`1/I•" ^ 2.. lr L FOR ASTM ESSDTRAL IFnt UIIE5 SEE TABLE G1A55 OR p�,., DOORS OR m TABU:2 FORZFON. w w I I DOOR - 130. FOR! SEPARATION TO GU SS FOR wool}.- FE z tum ON.R �uvlm FOR w~w Nyom I I Ht ��z �aZ wpm =ZwO: " SEPARLn ATION TO Lq w a O SEPARA110H TO Ln a c 4"MIN. N IA GLASS = r 13 z o vl W=�%a QAss a y a o o B o z RADIUS HEADER MOUNTED u LL € Sr Wm ZpW V4 L� Zop t3 m r 13 w¢x Cl CONNECTION TYPE u a PARTIAL ELEVATION L w r o u REFERENCE OAR CHOR Q w SCALE:3'- 1'-0' _ Z p 3 € 20 J W 21 G Z ING .I .250" W w 3 m U 250" Z 4"0 TAPCON 4?24" Gb COGJ EC710 1� b w 4& C.WITH 1-1/4' MIN. gg�-I��NN,, A'1;14�}Q, .+Q ISLRSt'�C7PE POR MANX W a OTEASED. SP"CI EXISTING CONCRETE OR / EXISTING e BLOCK ONLY.WOODSTRUCTURE FRAMING&WOOD ANCHORS / { RUCT W n •`JOT ACCEPTABLE 0 WALL MOUNT SILL DETAILMAITERIALFINISH E 1/4"MAX.FROM PIN \ SCALE.3 V-0"� w GUIDE TO BUSHING y� I; DIST. \ �C(JRRTiIVE FLOOR .RCK T U.QCUT IN 4"INTERVALS :•:y.>•�+•t', :<,.L» WASHER ITYP.) \ TO FOR U E(SEE K$ ^I \ SCCA " 1_0 DETAIL 1 FOR ADDITIONAL §it N O RECESS SILL DETAIL � P ' �'� n o 0 M SCALE:3"=V-0" � INFO). TY .T P&BOTTOM. r S 6*O m FASTENER EACH 4"CUT SEE ANCHOR q SCHEDULE BASED m tam�r a I u m Ed .� ON C4 CONNECTION TYPE TO f � .C c _ O Za z 1/4"MAX.FROM VERIFY ANCHOR SPACING y _ `��"� ' g PIN GUIDE TO IS ACCEPTABLE 13 > b tl N V b b o a 774t BUSHING WASHER w <<�C..'4�:n". 'd 'ob -- �T (TYP.) i :. nnY�gb �V c ij / H :Y bbbtl W V 3 1/4"MAX.FROM PIN GUIDE O R 1/2" TO BUSHING WASHER TYP. 8 k TYP.BOTTOM 3.2 EXISTING 1/4-20 MACHINE BOLT Gi STRUCTURE >� W/NUT @ 2"O.C. 14 CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL P�®1 MATERIAL N 1 CONNECTION TYPE _ $ REFERENCE ANCHOR k'3�3 S2 5° SCHEDULE FOR MAX. SPACING(FASTENER QNB 1"x1"x1/1"&7"x2"x1/B'• @ EACH 4"PIECE Q 6046%T6 ALUM.ANGLE CUT TO Y'xl"x111•'&t"x2"xve•• O CURVED TRACK SECTION DETAIL E }} MATH AND PROVIDE SUPPORT 6063-T6 ALUM.ANGLE CUT TO P II OF CUT SHUTTER EXTRUSIONS MATCH AND PROVjOE SUPPORT SCALE,3"a 1'-0" PZ IIUII FRONT AND BACK.WHERE OF CUT SHLBT7TEER t TRUS O S �. FRONT OF EXTRUSION IS FRONT AND BACK.WHERE / m CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS �� e IS NOT REQUIRED. o TINUDUS REINFORCEMENT P1 ppp 1 OT REQUIRED. r Iw7� wvrl (DOS@ " O0 X19 p p s� y APPROVEp MOUNTING 8EN Mg CONDITION•MIN,OF TWO PER B APPROVED MOUNTING o7vtPoCIRf1>A+IXLaEtwnoOP'E PIECE CONDITION,MIN.OF TWO PERPIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND SCALES m SPACING WITH A MINIMUCUM OF SPACING WITH A MINIMUM OF TWO FASTENERS PEP T TWO FASTENERS PER CUT PAGE DESCRTMON: G PIECE PIECE / TIP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS Pl SCALE:3' 1'-0' P2 SCALE:3'- 1'-0' � O r ANCHOR SCHEDULE: CONCRETE5'.. 'p� TOP FLANGE 2 x S(�OUTSIDE •A�oO; 2.SJMINIEpGf(DYSTANO ANCHOR(SEE SPACING :. Spens Up To 6'-0" ' Spans Up To 13'-0" SECTION X) �11 2 LOAD CONN TYPE CCH CONN TYPE O :i O ANCHOR (p'U •. " s C1 C2 C3 C4 CS C6 C1 - - G5 6 1 G2 C3 CA CS C6 *; • 1/4"1TW 7APCON OR ELCO 48 16.0"16.0"16.0"16.0"16.0"16."16.0" 105"10.0"1fi.0"1 15.5"16.0" 6.5" 6.0"19.5" 9.0'• O O O ULTRACON WITH 1-3/4" G2 1G.0"16.0"12.5"12.0"36.0"14.5"1 10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0•' '' 'O•• Ta EMBED(3192ps1 MIN CONC) 72 16.0"16.0 10.0" 9.5" 16.411,112.5',15.5"16.0" 6.5" 6.0" 9.5" 9.0" 9.0" B.0" 4.0" 5.0" 6.0" L x 5 TYP.1 I x S INSIDE -n3 OR Q4 HEADER/SILL - ''n^ pZ�'1,^g'• '! 3 BOT.FLANGE ANCHOR(SEE SPACING 0/(• Wg 110 14.5"14.5" 6.0'• 5.5" 8.5" 8.5'• 9.0" 7.5" 4.D" 4.5" 6.0" 7.5" 6.0" 5.0" i ,nr 200 7.5" 6.0" 5.0" 7.5" 6,0" 5.0" 7.5" 6.0" 5.0" SECTION X) 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.D"14,0"14.5"14.5" 6.5" 6.0" 9.D" 9.5, SIDE CLOSEST TO OPENING ry///// f?`•�' 1/4'MILLENIUM MILLFAST `U WITH 1-3/4"EMBED(7275ps1 62 16.0"16.0"13.0"12.0"16,0"15.5"16.0"16.0" B.D" 7.0" 12.0"11.0"10,0" 9.0" 5.0" 4.0" 5.5" 7.5" a 1 e MIN CONCRETE) 72 16.0"16.0'•10.5" 9.5" 16.0"13.5"14.5"14.5" 6.5" 6.01• 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.S' NOTE: '•S' INDICATES ANCHOR SCHEDULE SPACING. T j U € 110 13.0"13.0•' 6.0" 5.5'• 8.0" 9.0'• 8.0" " 4.0" 4.5" 6.0'• 6.5" 5.5•' 5.5" SPACING DIAGRAM FOR C1 CONNECTION TYPE: ag 30 200 6.5" 5.5" 5.5" 6 5.5" 5" 5.5'• 5.5" _ Cl CONNECTION TYPE USING PIECE Q OR Q t m$w o I/4"E 554 4 16.0"16.0"16.0"16.0"16.0"I60" 6.0"16.0"16."1 "16.0"16.0"16.0 6.0"10.0" 8.5" 12.5"14.0" m LuPKI EMBED(3350ps IN 16.0"1601 16.0"16.0"16.0"16.0' 16,0" 12 " 0.5" .5"1 5" 7,0" 6.5" 8.0" 11.0" w rp 3 a CONC 72 16.0"16.0"15.5"14.5"16.0"16.0'16.D"16.0" 8.5' 12. 14.0"12.0"30 6.0" 5.0" 6.5" 9.5" 4'Typ ��j COMBINATION In�m 3 � 110 16.0"16.0" 9.0" 8.0" 1.5"13.0" 6.0 0" 10.0" 5.0" 4.0" 5.0" 8.0" W_.. 2 x 5 TYP. I COMBINATION O .a 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.D" 5.0" 8.0" 10BINATION .moi 4 4 1"MIN EDGE DISTANCE " ON OR ELCO CI C2 C3 C4 CS C6 C1 C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 a ULTRACON WITH 1-3/4" 48 16.0"116.0"1 7.5" 7.5" 160-17.5"116.0"116.0"' 5.0" 4.5" 16.0" S.S. 15.01 15.5" 9.S" ;4 EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 5.5" 5.5' 16.0"16.0"11r.0'.11601 12.5" 4.0" 10.5" 9.5" 6.0" BED(3192ps1 MIN CONC) {if 72 16.0"16.0" 4.5'• 4.5" 16.0" 5.0'• I5.0"15.5" 9.5" 9.0•' 7.5" 4.5" '2 � 110 14.0"14.0" B.5" 8.S" 7.5" 4.5" 7.0" 6.0" 1 x 5 TYP.1 2 x 5 ren 2 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. y' Y a 1/4'MILLENIUM MILL 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11.5"11.5" 4:5t 4.0" 7.0" 6.5" W 8 WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0" 9.0" e.5" 16.0'10.5'•14.0"15.0•' s.s s.D" 9.5•' 7.5'• B.0• 7.5" 4.5' s.D" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: gg AR .MIN CONCRETE) 72 16.0"16.0'• 7.5" 7.0" 16.0" 9.5" 11.5"11.5'• 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE fa 3 Po lip 10.51 10.5" 4.5" 4.0" fi.0" fi3O" 6.5" 5.5" 4.0" 5.5" 4.5'• ANCHORS ONLY 200 5.5" 0.5 5.5" 4.5" 5.5" 4.5•' - C4 CONNECTION TYPE USING PIECE®OR © WITH �.�5 v 0 nt OUTSIDE ANCHORS ONLY o._-4 z L-1/4"MIN EDGE DISTANCE I Zm ¢ 1/4°ALL-POINTS SOUD-SET CI C2 C3 C4 CS C6 ClC2 C3 C4 CS C6 CI C2 C3 C4 CS ANCHOR NOTES: 'o u ANCHOR W/7/B"EMBED& L�1 a 1/4-20 55 MACHINE SCREW 48 16.0"16.0" 9.5" 9.5"�16.0110.0116.0116.01fi.0" S.5" 16.0"�4.5 r 0 3.5 3.5 6.5 4.5" F O 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING (300apsl MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8.0" 13.5"14.5" 4.5" 4.0" 9.0" " 4.0" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �. w 3.5" 3.5" 6.5" 3.0" 7.0" LIMITED TO THOSE SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1). .? 3 •� 110 10.0"10.0" 3.5" 3.0" fi.0" 4.5" 6.0'• 5,0" 3.0" a c 200 5.0" 4.0" 5.0" 4.0" " 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR m < 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER ANCHOR W/7/B"EMBED& C3 C2 C3 C4 CS C6 Cl C2 C3 C4 CS C5 CI C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. /� •� 8 1/4.20 SS MACHINE SCREW 48 16.0"16.0"116.0"116.0"16.0"16.0"16.0"16.0"14.0"17.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0"12.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. (3000psI MIN CONC) 62 16.0"16.0"16.0"15.0"16.0"16.0 16.0 16.0 10.0 9,0 35.0 13.5 12.5 11.5" 6.D" 5.5" 7.0" 9.0" 72 16.0"116.0"1 13.0"12.0"16.0"I6.D"16.0"16.0" 8.5" 7.5" 11.0"12.0 10.5 9.0" 5.0" 4.5" 5.5" B. 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C•90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER •� 110 16.0"16.0" 8.0" 7.0" 10.0"Si.D"10.5•' 9.0" 5.0" 4,5" 5.5" 8.0'• 8.5" 7.0" 4.D" 3.5" 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE " 200 8.5'• 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0•' 4.0" 3.5" 4.5" 6.5" 8.5' 7.0" 4.0" 3.5" 4.5" 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 CS I C2 I C3 I CA I CS I C6 I C3 I C2 I C3 C4 I CS I C6 CS I C2 C3 C4 CS C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1"EMBED(3000ps1 MIN 48 16.D"16.0"16.0"16.0"16.0"16.0"16.01 16.0 10.0 9.5" 16.0"13.0"12.0"12.5" 6.0" S.5" 7.5" 9.0" ONLY. �,•14 4 CONC) 62 16.0"16.0 12.0'111.0"116.0"14.5"15.0"16.0•'17.5"16.5"110.0"110.5"1 Es" 8.0" 7.0' 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED tl 3 �•6� •� 77. 16.0"16,0" 9.5" 9.0" 16.0"12.5"I2.0"12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q S6A 110 11.0110 . 7.0" fi.0" 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER u , 200 5.5" 5.0"1 5.51• 5.0"1 5.5"vz FINISHES. I/4"POWERS 55 DROP-IN 3-1/2'•MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o Q x'0 m W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Ci [2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1°EMBED SS OOs1 MIN 48 16.0"16.0"�111.0;116.0""16.0"16.0"16.0"11.D"10.0"16.0"14.0"13.0"13.0" 6.5" 5.5" 8.0" 9.5'• MEMBERSNOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FORCONC) 62 i6.0"16.0" "15,5"16.0"16.0" B.D" 7.0" 10.5"11.0'• 9.0 8.0 5.0" 5.0" 7.5" SIDE CLOSURE PIECES,72 119 6.0"16.0" "13.5"13.0"13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6,5" 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENERSHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOODSTUD.3/4"110 12.0" 9.D" 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOb FRAMING, LAG SCREWS SHALL200 6.0" 5.5" 6.0' 5.011,111, S.5" 6.0" 50" 5.5' HAVE PHILLIPS PAN HEAD OR HEX HEAD. S 2"MIN EDGE DISTANCE C_Y g a 9 012 SMS W/2"EYEWALL CI C2 C3 C4 CS C6 CS C2 C3 C4 CS C6 CI C2 C3 GS CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT,OR N AADS IN 00pyMG{TTRM'6L BUOUROOPE ARMOR INSERT EY 2•EMBED BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5' 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000ps1 MIN CONC) 62 16.0"16.0" 9.5" 9.0" 16.0"ID.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" ® _ 72 16.0"16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALM - 8 110 13.5"13.5" 4.5" 4,0" 8.0" 6.0" 8.5" 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 DESCRIDTIDNi I' Q 200 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" M 11 3.5" 3.5" NUT OR WASHER WINGNUT. _ 912 SMS W/2.75"EYEWALL 48 16.0"16.0"I6.D"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. d; ARMOR INSERT W/2.S" 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0"16.0" 8.5" 8.0" 16.0",11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO EMBED(2000ps1 MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.S" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL $ 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5" 4.5" 4,0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK ILl1 200 9.0" 7.5" 3.5" 3.0" 9.5" 5.0" 9.0" 7.5" 3.5" 3.D" 4.5" 5.0" 9.0" 7.5" 3.5" 3.1.4.5" 1.0" 5pll�Up To IT-11" CONN TYPE MMEMM®MMMM mm®EMEM Im EM MM mm QF��®mmm 00000®m®mm®mmmmmmmmmmmm mmm®m I: ' mm%///MMEMMMMmIM®moi - mmmm'/MMEMMM1/4'POWERSTWER- 00%//%mm - �m©©mm�m0©0mmmmmmmmmmmmmmmmmOmmmOmmmm Imm ®®ter/ ®O®M�M�� IN WOMME "I ON IN OM WoKwarON/w/09MEM EMM MOWN. m®m��mmmiiiaimmm iiiiiiiiiiii�����mm®®m��iiiiiiiiiiaiiiii • iiia./i/ mmmmmm®ilii loll®m V////,.0/0, mmm ai iai,m�m iia�iai iai ISOON,.. ,mm®�m� / iaiiiaaaaiiiiiaiiai� i/jai iii�5 ���iiiai��/ iis// i is iia iiiiiiia/��0 W.iaaiiaioiraioaii/ m®��i ®mm is iaii® i ,iii,loll®®mm®mm iaiiiaii0aKQ a01111iiai mmmMmm®miiiiiia/iiai/ia,� it iiiaii mmm ang, NO///////, a iai i/iiiaiiiii/ai®®iaiiii�mm� air i�iii iai iaiziiiiiiaiiiiiai iaiiiaMM/Rim riai / ia � WIVOWiaaiiiaaiiiaiiaii iiaiii � �i iia i�i�ii; ir�rai® i.�®i i®V/////i®i® i i/�raia irm// �0 �� / EMBED �+��m�mmiaiiaiimmia, / / //®®m®® m/iiiai.mmmiai�aiaaaii •, � 9uuNua .iia ia///MOKIN/�ilii �... / / r ®miai�iari .. ��Emm� ®rai�iiiai i ��/oaaii ai iaiaaa/ ffmmiai/aaDiiaii iiiaaiaiiiaa�iiai ilii iiaiiiai iii�iiaii�aiim®ilii ala/iiia/ilii/ii,�/��ia ia�iaaiiaioiiaii, / i/////.%//ra1i/////r//�i//ani////.i/////%/////00/%///i//%i%//////��///'//////,i//%////%///%/i%/%%//%r ■ 000©0G�lmmmm©000000000©00000©0m //i///��mm�®®mmm • . mmm BREW ai, m/aiiii/ia/tri®®®m mm®mm®M MENEM ■ w9mm�' mmiai ia /aaiii/iiaii. ■mm©o©m ©omm©mm®m©m©mm�mmmmm eeeeat ;. miaiiiaiiiaaiiiaiiiaiiiaaaiiaiiaiiaiiaiiaaiaai�aai� • ®®���mm®mm� a mmmmmmmm®mm�rr/��///�/�ar� _ mei y/w/iiiii iiaaii/yai iai iaii/iaaiaa�iaiiii,;ailMM MWIMMVW11". � a ala a,iai iii iai ia/ iaaa taiiaaa oaa,M�iai iai ilii m iiiiiiiiiiai/Dial; i,�iaiiiaa aiaaaii i iiaiiiaaiiai iaiaaiaONNOW Fri �mmmmc�mommmmm©mmmmmmmm©m©mm®©om mmmai�iamm®i/ia /a� i,. M a,�aammaaaai,iaai/ mmmiaiiiaii r� iWONOMMO M /0 ai,�if is ®®m®�® M Vii, /iai aiiai iii iaii o ii iaiiiaii.iai iaiiaaiiiai iiaiPO ---- 11 If 111111/1 R��4CC \ 4�y4• 1j TA OF ANCHOR SCHEDULE: WOOD (G=0.55) `� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) �� 3/4"MIN EDGE DISTANCE F 2"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Up To e'-8" Spans UD To 13'-0" w=••X S Spans Up To 6'-0" Spans Up To W-e" Spans Uo To 13'-0" tj LOAD CONN TYPE CONN TYPE CONN TYPE G - d ANCHOR st /n O A (P ) ANCHOR (p LOAD CONN TYPE CONN TYPE CONN TYPE x Gj Cl C2 C3 1. CS Cl C3 C4 6. 6. 6. C3 .5 CS u Q v-Z g x G (P ) C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5"31.5"16.0"145.0-116.0-17.5" 7.0' Sfi.O"16.0"16.0" 4.5" 4.5" 15.0" J4[ «m Z F 1/4"POWERS TAPPER+W/ 48 15.5"15.5" 6.S' 6.5" IS.S"10.5"10.5' 4,0" 4.D" 10,5" 6,0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.s" 8.5" 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.S" 3.5" 3.5" 9.5" � 5[ P± 1-1/4"EMBED 62 12.0"17..0" 4,5" 4.5" 12.0" 7.5" 8.0" 5.0" 4,5" 4.0" 72 16.0"16.0" 7.0" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15,0"14,0"12,5" 3.0" 3.0" 7.5" W�( w f° p 72 10.5"10.5" 4A" 9.0" 6.0" 6.0" 110 36.0"16,0" 4.5" 4.0" 13.5"14.0"12.0"13.0" 2.5" 7.5" 11.5" 9.5" 2.S" 2.0" 6.0" N 3 110 5.S' 5.5" 200 11.5" 9.S' 2.5" 2.0" 6.0" 11.5" 9.5" 2.S' 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" z �4 V 200 ,n 7/16"WOOD BUSHING WRH 48 16,0"16.0" 9.5" 9.5" 16.0"13.0"13.0" 5.5" S.0" 13.0" 7.5" 7.5" 3.5^ 3.0" 4.5" 'ti p 'g@ 3 s#12 SMS W/2"EYEWALL 48 16,0"16.0" 8.5" 8.5" 16.0"13.0"13.0" 5.0" 5,0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" n 1.13'MIN EMBED&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" S.0" 2.5" 2.0" 3.D" Q $ 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" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5' 2,0" 2.0" Y 0 EMBED 72 12,5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.D" 3.0" 4.5" 4.5" 3.5" p °LmnO 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" m O 1-m i 'o x 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" p 200 3.5" 3.0" 3.5" 3.0" 3.5^ 3.0" 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" �+ #14 SMS #14 WOOD SCREW 48 16.0"16.0"13.0"13 A..16.0"16.0"16.0" 8.5" 6.0" 16.0"16.0"16.0" 5.0" 5.0" OR 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 1-314"MIN THREAD 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" u) E Ed t 110 I6.o"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.D" 7.S' 2.5" 2.S' A.5" w'� �I 4"MIN EDGE DISTANCE Spans Up To 6'-0". Spans Up To 8'-8" Spans Up To 13'-0" G G LbAD CONN TYPE CONN TYPE CONN TYPE Q i ANCHOR (psp Clzwl C2 C3 C4 CS Cl Cz C3 a CS Cl Cz C3 C4 C5 ANCHOR SCHEDULE: WOOD (G=0.42) 5/16'FTW TAPCON%L W/ 48 16.0"116.0"116.0"36.0"16.0"16.0"16,0"16.0"16.0"16.0"16.0"16.0"10.5" 9.5" 15.5" Zm d m n. 2-1/4"MIN.EMBED 62 16.0"116.0"116.0"16.0"16.0"16,0"16.0"112.S' 11.5"16.0"16.0"16.0" B.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE 9 .S 72 16.0"116.0"116.01'15.5"16,0"16.0"16.0"110.5" 9.5" 15.5"14.5"12.5' 6.5" 5.5" S. rj Spans Uo To 6'-0" Spans Uo To e'-8" Spans Up 7013'-0" F as 110 9.0" 14.0"14.5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" S.5" 4.5" 6.0" G� LOAD CONNTYPE CONN TYPE CONN TYPE D x � 200 12,0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5' 6.D" 12.0"10.0" 5.5" 4.5" 6.0" s ANCHOR (Psn Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS "+ 5/16'ELCO UL7RACON W/ 48 16.0"16.0"13.5"13.5"16.0"16.0"16,0" 8.0" 7.5" 16.0" 9.S" 9.5" 6.0" 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16.0"16.0" 6.0" 5.5" 16.0"fG.O"16.0" 3.5" 3.5" 10.0" 3 g o m 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"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" 33.5"11.5"10.5" 2.5" 2.5" 6.0" a 72 16_0"16.0" 7.5" 7.0" 14.0" 9.S' 9.5" 6.0" 5.5" n 72 16.0"1G.0" 5.5" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" w e a o= 110 8.5 8.5" 5.0" 5,5" a 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" b LLD u 200 200 7.5" 6.0" 2.0" 4.0" 7.5" 6,0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" o n M ' 1 0"11.0"11.5" 3.5" 3 5" 7.0" 2"MIN EDGE DISTANCE #14 SMS,#14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" I6.0"16.0"16.0" 6.0" S.5' 6. Ci C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS o wl1/4'POWERS TAPPER, 62 16,D"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.S' 4.5" WITH 1-3/4°MIN THREAD #12 SMS W/2"EYEWALL 48 16.0"16.0"10.5"10.5"16.0"16.0"16.0" 6.5" 6.5" 36.0"12.5"12.5" 4.0" 3.5" 7.5'• 3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16,0"11.0"11.5" 3.5" 3.5" 7.0" 6.5" 5.5" ARMOR INSERT W/2"EMBED 62 16.D"16.U" 7.5" 7.5" 16.0"15.5"16,0" 5.0" 4.5" 10.5" 9.0" 8,0" 3,0" 5.0" 110 10.5"10.0 3.5" 3.0" 6.o" 6.5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0" 2.5" H m 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5 7.5 7.0 6.5" 4.D" 200 5.0•' q.5" 2.D" 2,5" 5.0" 4.5" 2.0" 2.5" 5.0" 4.5" 2.0" 2.5" 110 11.5"ll.s" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" w 200 6.0" S.D" 3.0 6.0" 5.0" 3.0" 6.0" 5.0"r1ZZ111XZ111XA 3.0" c 'C lit 9 ol . P ANCHOR NOTES:SEE SHEET C0PYR0TFPM48E*LQW0P.E. 10 FOR ANCHOR NOTES. 15-2338 a SCALE: PAGE DESCRIPTION: q� L.1 LJ C Illnnuu ROUND WINDOW ``\`\ R.g .,•�7/�lO/ i ASSEMBLY EDGE OF ACCORDION 12"MIN FROM SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES •* o.1zs• 0125 .pq UI ST OF ; — 0.032° 0.032' %'� ,•\� ll 0.196 45° I 1 00 _ w=•-X j I wa 3.5"MIN rn >O w 2,875'0 HOLE TO RECEIVE ROUND TYPICAL {:J 4 4,o u g I w�' WINDOW ASSEMBLY `�XW t m s w° Z No E € _ W ,W3wm 2.875.0 HOLE(TO RECEIVE 3 ti g 3 u 02.875' 41-0.188" y 115i 03.250• ROUND WINDOW ASSEMBLY) c w Z 5� A LIGHT-N-VIEW WINDOW MAXIMUMOFT OTHER WINDOWS �o !! PER EVERY OTHER BLADE N.T.S. SABIC PLASTICS SLX1431T-UL-94HB z J 4Z LIGHT-N-VIEW WINDOW < E ROUND WINDOW •+ ASSEMBLY 13 N.T.S. EXTERIOR ELEV N ` y 3 r � I W 3lf ' L 1 12"MIN FROM Imo- m i EDGE OF SHUTTER, EDGE OF ACCORDION y�� TqP OR BOTTOM I SHUTTER BLADES RECTANGULAR rWIODOWASSEMBLY BLADE W ROUND WINDOW L D EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV SHUTTER BLADES D D D R ;i!- � s 0.145' 1.210' 0.145• 0 3.5' D D D O L � TYPICACA L R @ o �o 1.500•x 6.000' OLE(TO � �f RECEIVE RECTANGULAR ® c WINDOW ASSEMBLY) 1.500°x 6.000°HOLE(TO RECEIVE '^ MAXIMUM OF 3 WINDOWS ry .161° PER EVERY OTHER BLADE RECTANGULAR WINDOW ASSEMBLY) 093" � m . N-- �� o o •020• s RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV gggggg ig°gg A. H DT o.soD• o.soo° '10 i ¢ x •� m }-1.5'•--E "�' -1 - --' (INT.) �t RECTANGULAR WINDOW 3.5•MIN. ___ A (EXT.) RECTANGULAR WINDOW NOTES; yg @ ASSEMBLY / 145' 1. THE RECTANGULAR WINDOW SHOWN I i 3 TYPICAL j T f / 5/13 IS MADE FROM GE XL30 LEXAN WITH D 0.355' D /� 0.075'MINIMUM THICKNESS. 119 y 1 I° o i/// 2 BE YLON 6 OR RECTANGULAR TE WITH A 1 I 0.145-111— MINIMUM THICKNESS OF 0.161'.ATTACH WPRWMf1PAq(L&NUImDP.L / I TO BLADE WITH(6)F4 SS SCREWS OR 15-2338 L---� 1.856' }-0.177' .355• BOLTS WITH NUTS. scare: A SECTION A-A I�GE UESCRIPTIONDEscRr ZON; a BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW m 13 13 N.T.S. EXTERIOR ELEV N.T.S. EXTERIOR ELEV b