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Product Approval (2)
Florida Building Code Online Page 1 of 2 777 ,� °�'1 � $ 3 pip'' '� 3.•a�" .yyn�s to"w �1'1ai.wr BCIS Home t Log In j User Registration j Hot Topics Submit Surcharge I Stats&Facts i Publications FBC Staff BCIS Site Map s Links 'Search Busines ' � Product Approval om USER:PublicUserPrOfessi l Product Approval Menu>Product or Application Search>Application List>Application Detail f a FL# FL13757-R5 Application Type Revision Code Version 2014 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 tomj@tc-alum.com Authorized Signature Frank Bennardo 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 CategoryShufteIr's' Vf Subcategory 4 Qccordloin, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Jt Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO,P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL1.3757 R5 COI Inden 2.odf EL13757 R. COI, Indep 3.ndf FL13757 R5 COI Inden.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvgk7yHMuovb... 6/25/2016 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL137S7 R5 Equiv Equiv 2.12df FL13757 R5 Equiv Equiv 3.pdf FL13757 R5 Eriuiv Equiv.odf 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 ;.3ummary of Products FL i Model,Number or Name Description 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System 4, o. Limi&rQf:Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 11 Dwg.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 RS AE Eval.a f span/pressure combinations and additional limitations of Created by Independent Third Party: Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1.3757 RS 11 Dwq-l...pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable FL13757 RS AE Ev jl.2,prlf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R5 II Dwq 3.p�1f 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, FL1_3757 R5 AEEv-31 3,.pdf anchorage,etc. Created by Independent Third Party: Yes Bade Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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. Product Approval Accepts: tiaCSIT1tYA4 tY'iLiG:ti' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovb... 6/25/2016 6.8 ACCORDION SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ TABLE 4 TABLE 1 TABLE 2 TABLE 3 ALLOWABLE SPAN SCHEDULE =_-O•• BTA OF ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY 9�'• FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION ��{{ POSITIVE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS .' K' ��� IMND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE DESIGN WITH CEMERMATES DESIGN SHUTTER DESIGN SHUTTER INSTALLATIONS INSTALLATIONS .yWU �1 NAND NANO LOAD INSTALLATIONS INSTALLATIONS POSITIVEAND Z --d � UNIMATE 20 ALL PRESSURE SPAN s30•ASOVE >30'ABOVE DESIGN NEGATIVEWIND PRESSURE SPAN s3%BOVE >30'ABOVE Z w r••X LOAD(PSF) 30 MOUNTING (PSF) GRADE O E WIND LOAD ALL (PSF) GRADE GRADE II�� >dUd w 0 OR 3. & u LOAD IN. ON.) CONDITIONS" - _ (IN) I ) ( ) U Z OR®&Q ) -N _ - - CONDITIONS" 7 ,t,40 w Q 23.9 156' 166" 168" 29.3 x.5:7 _ 5 - 60" 3.7' 1.1' L p o -'-460 -i3 `�' �49500: ,:-166°.i9ii8p 8U 99" 3.1" 1.4• W LU 25.0 154° 156" 166' B9` .0 -'�'1.5° 55.0 ".:`75& N 30.0 147' 166" 166' 30 _ 120^ 3.1" 1.8° N c 5 35.0 142' 150" 156• t20" 3.0' 1.B" 80.0 148' 158° S.B" 3.5' IU _ J id 156" 5.7° 3.5' 4J" V)LU 40,0 13T 145" 156' 80" 3.1" 1.7° Cl 45.0 133' 141" 166' 60" 3.0' 1.1" 70.0 137' BB' 3.T 1,6• 60.0 129' 13T 766' BB" 3.0' 1.8" 75.0 133' 108" 3.1" 1.B° 108" 3.0" 1.8" 80.0 128' 40 120' 3.1" 2,2° 65.0 128' 134• 155- 40 120" 3.0' 22' 85.0 125" 132' S.8" 2.7' 60.0 124' 131' 148' f: 650 121° 1291 143' 132' 6.7' 28' BOD 121' 166° 5.6" A.3" N 70.0 119" 126' 137' 145" 6.7' 3.6' 85.0 118" 60' 3.11 1.1° mi 75.0 11T 124' 133' 60" 3.0" 1.1" 100.0 115" BB' 3.1" 1.7' 80,0 115° 122' 12V 99" 3.0° 1.7" 105.0 112" so 108' 3.7" 2.0" W g 05.0 113' 120" 125° 60 108" 3.0' 20 110.0 110- 12W 3,1" 2.5" 80,0 712^ 118' 121' 120' 3.0° 2.5' 115.0 10T" 132' S.B" 3.7" I 137' 5.7' 3.5' 120.0 105" 156. 5.8" 5.2' yp• C M 85.0 110' 117' 118' 0 U, 60' 3.0' 1.2" 125.0 103" 6D' 3.1" 1.1' O n7 100.0 709" 116' 115' 0- a' 105.0 107" 112" 112" eD 99" 3.0" 1.9" 130.0 101" 99° 3.1" 1.8^ 2m<¢u 110.0 108' 110° 110° 108" 3.0" 22" 135.0 99" 60 low 3.1" 2.1" Z a 131" 5.7" 3.5" 140.0 95^ 120" 3.1" 27" @ Q 115.0 105' tOT 107' 120.0 104° ioF 11), 60" 3.0• 1.2" 145.0 82" 148' 125.0 - 103• 84" 3,0° 7.6' 150.0 (IT 60" 3.1" 1.1" R' 70 89' 3.0' 20" 155.0 Be 64" 3.1" $ 1350 1891' 128' 5.7" 3S' 1°0.0 BJ' 70 99' 3.1" 1.B' a o g 140.0 BS 60^ 3.0° 1.2' 165.0 81" 120". 3.1" 3.0" y 'I eH - 1fi0.0 8 9" ' 170.0 76" 137• 5.6" 4.5" 145.0 92" 9U 89 3.0° 23" 175.0 78" 60" 3.1" 1.2' Zi 165.0 - 86' 118" 3.5° 3 5" 180.0 )4° 84` 3.1° 1.6" C' 180.0 B3" 60" 3.0' 1.3' 185.0 72' 80 98' 3.1" 2.2' 765.0 - e1' 84' 3.0' 1,0' 190.0 70^ 120° 3.7" 3.6" J 170.0 - 78' 110 185.0 fib" 121" 5.8" 3.7" 09' 3.0' 2.5" 8 176.0 76' 110^ 3.3' 3.3° 200.0 B6' 80' 3.7" 1.2° 180.0 - 74^ 60' 3,0' 1.3" as 84' 3.1" 1.8' FOR BUILDOUT MOUNT MAXIMUM 110 Be" 3.1" 2.5° 185.0 72" 120 84' 3.0° 1.9" SPANS AND PRESSURES,SEE n a ' 190.0 - 70' 105' 3.1' 3.1' 110" 3.3' 3.J" bbb g TABLE C ON SHEET 6/13 60' 3.7' 1.2' 195.0 68' 7 8$ _ as FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84' 3.1' 1.8° 5 r 200.0 - 68° 120{ TABLE C ON SHEET 6/13 88' 3.11 2.6' 105' 3.1' TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: gg 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN COUNTY FLORIDA. a S1"8 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. // TM 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN (/ SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN �' 2' PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 1t��@ 16$ y 3. THE 6,8 SYSTEM MAY-T MOUNTED WITH THE INSIDE AND `} 3. NO SEPARATION FROM GLASS IS REQUIRED FOR a F •$ OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (� lv` WrtPo08fFPnNCLectittl9DOP.E_ IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE \\\V\ INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD,FOR THE HVHZ AND OUTSIDE OF NTE WITTIALH FACILITIES. 15_2338 4. THE 6,8 OF H MAY T E MOUNTED WITH THE INSIDE AND - _ THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S0AL0: OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE:IT AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THEPAGE DESCRIPTIONt HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT A WOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLATT FACING OUTWARD. gE 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT q PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED, PREOR SSURES ANS THEEEN NEXTTHOSINDICATED SPAN MALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. BE USED. I h 4/�1�ZC1 O GENERAL NOTES: 6�� g1�yx U$ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - o: - Q Z� > u w CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE VARIES NO LIMIT ¢¢ c7 a' s� INTERNATIONAL BUILDING CODE([BC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM i m w MEETS MISSILE LEVEL"D'AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. Z 0 0 3 q� §� SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. cq SECTION „ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE W 3 i 5-"m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK '^rr 3 '' REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA o w`- BUILDING CODE SHALL BE LESS THAN OR E%AL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE W w" CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, "O 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 DIVVIDED BY A 1.5 m SAFETY FACTOR. �T ---- -----M 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 W o, CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND n.w VIEW LL LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 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 0_' w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F 0 N °a SHALL BE USED. F--ti �'�on 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.I ti W zm a w a 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL J i ONLY.BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X¢ m< SSS PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER j 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE, m 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld s CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR Ld o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. °1 v 8 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING F� OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND o SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK LO- DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WLTH THE FOLLOWING MINIMUM d INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1886,E1996&E330 r TAS 201,202&203 E �' FLORIDA BUILDING CODE APPROVED o 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q ? 955g 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION , MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 o s!5�x 3 ALUM.ALLOY. N.T.S. id 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. s 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. aY 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. - T t •"'y �. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". + 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. @ �f s 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 3R 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPMW FRW_L6EMtWDP.E CODE 22. THEE 6.8 SOYSTEM MIAYING BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALM - - 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 No a 2.674" 7 PROJECTION VARIES3.610, 1.994.- 4.074'MAX, .068" 2.782" 1 '06- 11907' .997". 1.821" 1908, -125" 1 211. 1,825" 1 706' 11 11 .143' o 1,708' z Ln .100, 1.710 143' 13708" .100, i0oll .099 r-19 G� .1951, F.143 143 TA it- rigs"I ADO"- 1.7 060 r.195" .195' 96" 143 '9 cu cl 062' 0 62' cu f7062 .20 L --" I -I'� • 1�1125 '.0", g 143 L 2 op'l 2 6 .6�..'.' 20 .200 630' 2003 62'P' 14 .062' 4 Z 2..-" .062" 30" �06211 0 0' 1.510' 1 2S 97 171 -k 971" .0 m 608 630 1.250'. 63 wx--x 971" .588' !� 1.069' 2.728' 5 1 << o 1.708" .622" rJ w Z z 1.2 0" l.' 0" 1-I50" 1.211" ..095 .030', 2.74 Is. 1 3.610" 1.1N� 5.745"M X. 5.745" w rL 8 LITE 2-LEG WALL Oj WALL BUILD OUT WALL -N HEAVY 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL ce 0 2 SAA-LE.-HALF SIZ SCALE:HALF SIZE 0 @ @ ,w SCALE,HALF:SIZE SCALE;HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZEwQ WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655, 2.655" T'30011 1.825' ..875' 2.195, 1.230, 1.825" 5_10' 2.655' 2.365f 1.583" -��; 600 .510' .460' 510" qR 2'1951, Fi6{ Nr. 08807. En IAO 10; .400" co 895' C3;2 tzr:,? .105, cu I TYP ca 1060' .105 TY 2 .105, L 1.230"L TYP' .621, W.7 8 V .875" 3.625-1 2.300 4 i-.250., 4.5101, t 1.985' 1. 4.510' 2.195' 04.510' w O7 SILL Og SILL ADAPTER 1p EXTENDED SILL ADAPTOR MID SILL MID SILL ADAPTOR SCAM HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 1.994' 4.603- 3141, .143' 143' 4,140" F�iq .06 -F-� 3963' Iola 1 77 11 i022- �o 0. 1.570' 51 Z' Ire i0 Q 691, 1.625" .341' .069 r. clul all 3.41 TYP. 6.8 SLAT/BLADE 6.8 STARTER 1.721' 0.080 96, 0.080, 0 0.117 4.060l .08 0' .682'. .630' 1 til @ SCALE:HALF SIZE @ SCALE.HALF SIZE tf) 130' 2,G ul v SILL ID 621- WALL cu 080, SCALE, N-YI I ' 4.SIO" 16 RADIUS CEILING HEADER/SILL �'q -I 0.096' ,I - 11 WALL SILL -1 co 0 .0, IN�a. Ile 4.10 .310, R 0, SCALE,HALF SIZE -0-7 .080. SCALE,HALF SIZE 1. �p tri cu .080, 0' cq 630' f"i'c4u 15-2338 SCALE: - .420' PAGE DESCRIPTION: CEILING HEADER/SILL 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE WALL SILL CLIP SCALE,HALF SIZE 1 SCALE:HALF SIZE KI N E. .3750 1.950" �� 44 '419��i ni .rr.125' 2*.0621' 018' 710-24 THUMB STAINLESS STEEL TEELSCREW ASSEMBLY HOLE m 0501-1NYLON WHEEL •• TCA//.li NCC 2m_ t7 ' L Q 1.100" .240" i7` ap 7C' t 5' MAX. L ' TYP.AT EVERY OTHER 750" n �''/II C#1vM, ``` 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 870" g ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED W U LL O ROLLER ASSEMBLY HOUSING-ZINCDICASTROWD£R COATED fl ¢a u. `. o SCALE:HALF SIZE 21 SLIDE ROD 22 SCALE:HALF SIZE NOTE.MAY BE KEY OPERATED OUTSIDE OR THUMB «m w o SCALE:HALF SIZE TURN OPERATED INSIDE. H r{zsD 23 BRASS PUSH LOCK NYLON WASHER 3 W k SCALE:HALF SIZE 01 C4 Y+3 rj OR ALUMINUM ,357' R,l w W y (NYLON BUSHING 'PSS' 4.000' ''O 88R OPTIONALI '276' •y 0O' PBUSHING 14 x 2-3/4"410 HT S.S.CREW W/ ,062'INTO C ULTRACOTE COATING mYP TOP&BOTTOM( 2,250' c .s WASHER: .. .154' ,137' 1 5' N wg 9 7/16"0 x 1/2"@ INTERIOR JOINT TOP ''''1111���r1111q 7/16"0 x 1" INTERIOR JOINT BOTTOM '224' (moi FL+ o EITHER CAN BUSED ON EXTERIOR 2B BOX CENTER INSERT 2.750' 2'000' 1r��1 worn- ¢M O24 BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK O z� SCALE•HALF SIZE SCALE:HALF SIZE .o J 'e 1.978' 2.125' w g a 3$ 1.742' .623' .236' ,286' 2.702" 2.642" ----�� E � 1110' 1.710' .267' .443' A465" 2.405" '� 3 O 1.084' .443 m n ,090' o m co `w 2.216" a v s r` vii .284 1.6' m W � f` h O O P o `5i o O ro 1.100'• N o LLrO aoS nl ' o+ a� o °• ".239' a wO JOE, NN 250"ul n m min 3.443' ,496' 1,758' al 3.476' .125" .125" N ,190' '.125" •" x .160' 1.001' .062' ,222'k-# .062'• .176' o a ' 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 3� MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE y° SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 9 5 ° �uLL� , 062' 7/16"0 STAINLESS '1 0 rc STEEL NUT � 4L°,5 NOTE,ATTACHMENT SCREWS FOR ,e 5,500' x 13/16' WIDE ".400- I- END STRIPS SHALL BE X10 TORX -A yq� HEAD STYLE VARIES X OR PHILLIPS DRIVE SCREWS, �° 5 ;A 41A N. 30 38 THUMB SCREW C0� HANG-TIGHTENED ONLY. � Y Sit SCALE:FULL SIZE •250' " g" ggg } N 1/4-20x1 OR 5[16-18x1 n iu p MACHINE SCREW STAINLESSSTEEL v ` m COPYWfFRWLBFA':1�9DOP.E TYP, THREAD T-SCREW INSERT ^Xaa 15-2338 al,F-�I'.689' POWDER COATED,ZINC DIE-CASs ni� SCALE:SCALE:FULL SIZE EI A MODEL 2022 SECTION A 36 T-LOCK ADAPTER � PAGEDf�6 ION: PNDUSTRIALSYSTEMS 7.000'(OPTIONAL) � .. FND STRIP 1" 35 BOX LOCK SCALE.HALF SIZE SCALE:HALF SIZE 39 2X7 ANGLE 2" & 3" EXT SCALE.HALF SIZE °' SCALE: HALF SIZE [ IAI . M a IVN� ,,, FASTENER @ 18"O.C. DIST. EXISTING GLASS 9�� (USE ANY ANCHOR SHOWN EXISTING GLASS EDGE ' IN ANCHOR SCHEDULE). DIST. tlN I•// - _ �g No, ON!v aF EMBED SILL (INTERIOR) gJ.� ALT.DIR CTIDN T EMBED. 17 $ OF ANGL LEG II I 1.��•• g (INTERIOR) 17 M .0.062"THICK 6063-T6 UM.ANGLE 1"x 1"MIN. EDGE 0 2"x 5"MAX,(ANGLE LEG 33 4 29a 29b '�/ Iory DIST. AY BE REVERSED) >UQ LL w a B 29 ASTENER @ 18"O.C.(USE ANY 13 15 I� Q ul O ANCHOR SHOWN IN ANCHOR 21 36 13 3 29 296 I.J m w 13 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). TO & Z .mi 4 w —1/1-20 THUMBSCREW w 5. '6 29 OR x 1/2"GALVANIZED BOTTOM (EXTERIOR) 3 i 6.80"(TYP,) } INTO CENTERMATES 1/3 3[c', OR S.S.SMS,R 1/4- ALUM. .� 3 a< TO 2/3 SHUTTER SPAN HALL BE HOLE (EXTERIOR) THREADED THUMBSCREW INTO POP RIVET,OR&NUT SHALL BE 3/8" o W THREADED HOLE.LOCATED @ MACHINE BOLT&NUT MAX WIDTH UP �p 1/3 SPAN TO 2/3 SPAN FROM @ 10"O.C. TO 1"HEIGHT. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE,3"=T-0" 5 W-3".USE TWO THUMBSCREWS SCALE.3"=V-0" ON BLADES>B'-3",ONE @ 1/3 SPAN LOCKING DETAILS FOR 1 AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES CD UOF BLADE,TYPICAL.FOR LOCKING SHOWN ON RANDOM E((11 m OSR(11 5BRASS PUSH LOCK/16-18 THUMB SHUTTERS,A BRASSSUBSTITUTED. PUSH LOCK©3 DETAILS SCREW 1 0 THREADED MAY BE SUBSTITUTED.WHEN USED WITH 'n ' Y INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING SEEEND R"A.Sp. TO w�� TO 2/3 AN FROM .e r FOR HA%.SPAN WHEN BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" cc -I REECEIVING HOLE SHALL BE 3Q 13 USING 40a,4Q6 OR 40c m rn o M 3R'WIDTH,UP T ¢m T HEIGHT. 3p o ��e m 1 END STRIP SCHEDULE y��" Z 5 m s PSF SPAN 40 UE APPROPRIATES m 1'BID(2.7°) 62 10B" STARTER STRIP TO E B2 94 40 PROVIDE CLOSURE FOR 13 4 112 80" BUILDING CONOITIONS. m 1 75'82 1 95' \40 23 2"8/013.7'1 72 88" `STRIPETTRAK STARTER / v s (INSIDE) ® 83" 2/4110x1"SCREWS R I 3"8/�(4.71 82 86" (HAND-T GHTEN ONLY), 62 CORNER 79 ALTERNATE END STRIP DETAIL Q < a 1.61x3" 45 93' SCALE:3"=V-0" ANY TRACK 13 ' I x0.093' 52 A7-12 57 83' W/SCREW BOSSES. pi ANGLE 60 1' d SILL I 73 75" !n I C] I 2W 45 139" a a` x0.125' 5 29" EXISTING GLASS O��$ ]b6j g O Z ANGLE 67 23 60 120" Q g $� 30 13 84 II aew USE((1)BRASS PUSH LOCK USE(11 BRASS PUSH 7 111" jc *:ya OR(1)5/16-18 THUMB (INSIDE) LOCK OR j11 5/16-18 13 7 09" ( �� SCREEW I O THREADED ££ g T�{UMB SLE..I144EW INTO, 30 2'x4° 45 145" :` g INSERT(p37 AT 1/3 SPAN SILL THREADED IIJSERT l V x0.125° 52 3" f;L� TO 2/3: AN FROM 1 g T AT 1/3 SP TO 2/1- ANGLE 57 129" BOTTOM OF SHUTTER W SPAN FROM BOTTOM DF (OUTSIDE) 60 y�C( SHUTTER.RECEIVING ryry OLE SHALL BE 3/B" 64 a ai p �{ 70 116• 3fl MAX WIDTH,UP YO 1" 23 73 4• HEIGHT. kk �•}gPR FORGREATCR SPANS ORLOADS O TYPICAL OUTSIDE CORNER CLOSURE TNANSnOwND ENOSTRIP 33 g e y -- THANSCHESHOWN END STRIPS REQUIRE A I'x1•.090'CLIP ANGLE MID SPAN 13 30 COPYN0IDFIANKLDSNNMDOPE DETAILS WO/CORNER POST USING ANYAN[HORONTNE 13 23 NTS 13 \ ANCHOR SCHEDULE 5JIM314•TEK 31 215 (OUTSIDE) 15-2338 '¢ `SILL SCREW OR 1/4.20 DOLT TO END 25{ sTRly. USE 111 BOX LOCK N. 1/3 SCALE: PAGE DESCRIPTION: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER a CC2 TYPICAL INSIDE CORNER CLOSURE NgsN E MULTIPLE SHUTTER ASSEMBLY 9�3 O NTsAILS WO/CORNER POST �� SCALE,3"=T-D" 111111 i®11 2 FASTENERS ALUM. TUBE d�,�` 6063-T6 ALLOY - ,'7Q EACH ANGLE i \\ C2 CONNECTION TYPE SEE TABLE A FOR SIZE. REFERENCE ANCHOR XISTING O SCHEDULE FOR MAX. STRUCTURE q,/I 1"x 2'•x 1/8" SPACING OR 2"x 2'•x 1/B" \ C1 CONNECTION TYPE 7' MAX, 1/4-20 MACHINE BOL' ALUM.ANGLE ° W/NUT 12"O.C.OFA�'1 REFERENCE ANCHOR @ THREE 3/16"0 13 +F SCBE U E FOR MAX 1/ ® *14 SMS @ 6"O.C. S f11.T OF ALUM. 0 I ITYP.TOP b BOTTOMS D , 1-0-0 y :'9; POP RIVETS pR ° 17 I I ALTERNATE THRU BOLT THREE 1112 SMS, 3/16"0 ALUM.POP � C1 CONNECTION TYPE TYP 17 RIVET OR 1412 SMS • REFERENCE ANCHOR p0 L5 OR(OR/ @ 18"O.C.(TYP.) SCHEDULE FOR MAX. w WOR i TABLEA(cc3) SPACING FOR 0 Z¢ wU�w PRESSURE VS ALLOWABLE LENGTH r. w /9 li Q a"L9`' MAY USE MALE OR I I I w 2-m z M m e z"$ 2"x2'xtt//B 3°X3'%1 8" 4 13 F y¢ IW,(7 w PSF No e/0• No B/6 FEMALE Lor 1 k FOR HNiL z O Z D w 62 130' tee" 13 �: _ GLASS FOR MIN. _ <w W w 3 m 72 124• 17T CC 3 TYPICAL CORNER CLOSURE DETAILS �! ,� �\ OR DOOR-1( TO� X co o W y�3 £ 82 119' 172' NTS \ q\ u F h~ ,1D.1n� 92 114' 165• -- TABLE G ()FR\\ __ 1- a ALLOWABLE SPAN N,12., \ 102 110' 160' SCHEDOIE FOR •[ 6 R TABLE B(CC4) ALTERNATE THRU BOLT BUILDOUT MOUNT w '� \ OR y � 120 104' 197• f „ SSD PRESSURE VS ALLOWABLE LENGTH C5 CONNECTION TYPE (DETAIL F) ow 97• t31• REFERENCE ANCHOR MAX MAX 200 2",f2'xl�8" 3`%3'k1/8° SCHEDULE FOR MAX. w 10 I ra 88° IS4' PSF WITH Ii/O WITH 8/O 5HPAN DESIGN 1" 1/4"MAX.FROM PIN SPAN PRESSURE R CONNECTION TYPE 113` 166' 1251N. +/-30.1 PSF REFERENCE ANCHOR GUIDE R BUSHING 62 SCHEDULE FORMA I- --1 WASHER(TYP.) to =1 72 107' 157• 1211N. +/•31.1 PSF SPACING I 1„ 19 �V 82 101' 147' 1181N. ./-31.9 PSf I 14x3/I F1rI F'a °io 92 95" 139' IIS IN. +/-32.7 PS A ANGLE TO TUBE CONNECTION y� ' n 1121N. +/•33.6 PSF 102 90• 132' ( EXISTINGX'.125" IIDIN. 4/-391 PSF 2"x 2" 120 83' 122• t071N. +/-352 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE ?m d x- 150BLOCK OR w 74° 109" 1051N. +/-35.9P5F 5 CONNECTION TWE u a 200 64• gq• 103!Nm +/•365 PSF WOOD FRAMING REFERENCE ANCHOR E £Q K SCHEDULE FOR MAX. 1-1/2"MIN.FOR CONCRETE 101 IN. •/-37.3 PSF SPACING `", OR BLDCK AND 3/4"MIN. 991N. +/-38.0 PSF 43FOR WOOD 9S IN, +/•39.6PSf Cb ALTERNATE BUILD OUT MOUNT SECTION AS TENER @1B"O.C. 921N. +/-0D.9 PSF SCALE 1 3".1'-0" (USE ANY ANCHOR SHOWN 891N. :/-423 PSF rR h IN ANCHOR SCHEDULE). 861N. +/-43.8 PSF 831N. +/-45.4 PSF 81 IN. 1/-065 PSF ACCORDION SHUTTER 781N. +/"18.3 PSF PER PRODUCT APPROVAL w 761N. +1-49.5 PSF 741N. +/-50SPSF F'~ 3/16 RIVET OR 012 .0 0 2"X 72 We 1%52.3 PSF = v SMS @ 18"D.C. OR 090"6063-T6 F 701N. +/-53.8 PSF APPLFCABLE AT TOP yy Q' n{ ¢meg 1/4-20 NUT b BOLT ALUM.TUBE TYP. AND/OR BOTTOM X x o 17 681N. +/•55.4 PSF X4 pp ITYP.). 3/16"0 ALUM.POP 661N. +/.S7.0 PSF K 2°OR 3' L Z T 5 ALUM.TUBE RIVET OR 012 SMS 6083-TB ALLOY @ 18"O.C.(TYP.! SEE TABLE B 2'•x 5"x 7/B'• F »O FOR SIZE 2 FASTENERS x CONTINUOUS LL y,y 13 F- x00 1/2-MIN, n S!0 EACH ANGLE ALUMINUM ANGLE y=.- 2"x 3°X%"x 1"x 2"x.093" OPTIONAL ANGLE INSIDE k FOR HVHZ N Z w CONTINUOUS OR 2°x 2.175°SEE n 6063-T6 ALUM. THREE 3/16"0 ALUM. O ENTATION TYP. GLASS TABlF 2 y-1 ° 8q ANGLE,TYP o POP RIVETS OR 17 RI 17 OR DOOR X: a z< 2'x�°x CONTINUOUS £ l@ 17 THREE 012 SMS,TYP. TO CLASS E D.F t yea Q 6061-T6 ALUMINUM 5 X 1/8" u y ANGLE 2 0.9•MIN,THICK 6061-T6 'C 13 OR 2"x 2"x 1/B" ANGLE FASTENED TO ALUM TRACK FASTENED e � $ 3 ALUM.ANGLE 1 1 MACHINE CREWS t TO ANGLE WITH 1/4-20 6d R S EXISTING 3 KSI s a USE MALE OR FEMALE d 6 C4 CONNECTION TWE CONCRETE HOST FROM ENDS AND 9"O.C. [OPYNGMTiRMXLBDdlARDDPE LOCK-SLAT) 13 m REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 13 w SCHEDULE FOR MAX. Y."0 ELCO ULTRACONS 2-1/2`MIN. SPACING AT 3"FROM ENDS AND EXISTING CONCRETE scaLE: a (OUTSIDE) 4"O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DESCRIPTIONI OR .1/2"GALVANIZED WITH 13'q°MIN PSI MIN) OR S.S.SMS,R 1/4-ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR&NUT SIDE CLOSURE OPTIONS EMBEDMENT AND CE, SEE TABLE C FOR MAX SPAN AND PRESSURES o NTS MACHINE BOLT b NUT SCALE,3".1'-0'• EXISTING CONCRETE, MIN EDGE DISTANCE, 9� ? @ 18"D.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3` EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYPO SCALE .NTSMOUNT $ SCALE 1 3".V-0" O \\\\II\11,11111 yy C5 CONNECTION TYPE `������� ,§" M��•., REFERENCE ANCHOR %ISTING z FOR ASAI SCHEDULE FOR MAX. STRUCTURE �� •• 0 FOR AS1M. o o aa SPACING 5"MAX. L a w Cl CONNECTION TYPE 1/4-20 MACHINES T GLASS a } GLASS agum- w o E TABLEa m REFERENCE ANCHOR W/NUT @ 12"O.C. OR DDDR SEE TABLE 4 F u u Lo-, OR DOOR &FOR HN4Z Fw,w o SCHEDULE FOR MAX. 19 014 SMS @ 6"O:C.=•>A' &FOR HYHZ Q z m SEE TABLE 2 1_ut ❑a SPACING C. LO•. T OF SEE TABLE 2 =w Q o FOR MPI. 13 7= y o /2 (TYP.TOP&BO I i 0 /• FOR BWIN.LE 13 w a SEPARATION s u 13 'p 1J� SEPARATION X vt w I TO CU55 ut L~7_vF.wi .�� 0 • M 1/4"-20 THRU BOLT W/ w 012 x 1/2"SMS 12"D.C. z z m wr/ m. $:.'! TO GLASS Q=a C@ X LOCK NUT @ 12"O,C,OR E Fw m OR 3/16"0 ALUM.POP Q Q QN RIORI OR012 x 1/2"SMS @ 12"O.C.E.S. 0 Q RIVETS 6"O.C. OR 1/4"0 ~ w o `� ��OR 3/1fi"m ALUM.POP wALUM.POP RIVETS @ 12"O.C. Q OR a 0114 RIVETS @ 6"O.C. E.S. \ .�x w Z •OS o., OR 1/4"0 ALUM.POP RIVETS / w 11 AND�2 FOR AF111 a F~- m Z� j U w p @ 12"O.C.E.S. ASSEMBLY Ste. 13 F ❑o a Q w M MAX.FROM PIN 1/4"MAX.FROM PIN w Q'� / 1/2"TYP. GUIDE TOB G R I- s o l u m Z"Q O9 AND 10 GUIDE TO BUSHING o WASHER(TYP.) SEE TABLE 4 7 w Z w o y a ASSEMBLY WASHER(TYP.) wm GLASS &FOR HYHZ w zo N w ❑ 3 w z / 1/2" 1/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SEE TABLE 2 ❑zm Lu tu w 3 u m c BLOCK OR WOOD FRAMING X REFERENCE ANCHOR FOR MIN. Q a Q Q I U!a P Y w m / 3 CONNECTION TYPE DIST. SCHEDULE FOR MAX. E N EDGE ~ e LID,-- FW' SPACING AS SHOWN REFERENCE ANCHOR Q 0 / EDGE 4 CONNECTION TYPE IN DIAGRAM ON PG.101 a / SCHEDULE FOR MAX. DIST. REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAX. Lw7Z-C1- 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SPACING.ALT.FASTENER ❑ R 6 R 8 REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w ❑ O 14 ` SCHEDULE FOR MAX. BLOCK OR WOOD FRAM BACK ANCHORS NOT REQ'D 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2 GUIDE TO BUSHING m / LOCATION.FRONT AND REFERENCE ANCHOR WASHER(TYP.) / 1/4"MAX.FROM BACK ANCHORS NOT REQ'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19W' WITH THIS LOCATION PIN GUIDE TO SCALE 3"=1'-0" SPACING0 BUSHING WASHER 5 CONNECTION TYPE a�" OA INSIDE MOUNT SECTION REFERENCE ANCHOR H o (TYP.1 SCHEDULE FOR MAX. H ` SCALE.3"=1'-0" EXISTING CONCRETE, SPACING o,s o m / NOTE:FOR DETAILS A,B,D AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. p'a THE BASE TRACK MAY BE 64STALLED IN SECTIONS / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION n / A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO _ v V TYP.BOTTO MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE:3"=V-0" g Q y USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING b OVER THE GAPS BETWEEN SECTIONS. iJ wp m _ .,EXISTING EXISTING CONCRETE, r---- 'STRUCTURE o g 3 BLOCK OR WOOD FRAMING EDGE IST 4 CONNECTION TYPE C2-'CONNECTION TYPE W/EXTRUSION 2 a v EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED.__ 5 CONNECTION TYPE W/EXTRUSION I REFERENCE ANCHOR SCHEDULE FOR MAX. `REFERENCE ANCHOR SCHEDULE FOR MAX. W SPACING SCHEDULE FOR MAX. o SPACING AS SHOWN SPACING G IN DIAGRAM ON PG.10) 1416 1/2„ QOR 20 >; 1/2" a 0 1. 3 4 S w ❑ - GLASS w ��1^Ld w o Of g W 1/2' a OR DOOR FOR HE 13 w w o FOR w w F m k'a =y 'a 5 4 ❑ ut w 012 x 1/2"SMS @ 12SEE TABLE s s WIN. n o o w a w w F m O.C.OR 3/16"0 ALUM. BOt4 ul ovum II 13 I-ut N w o �n6 FOR F N=o a POP RIVETS @ 6"O.C. X o z m G1A55 OR 1111 &FOR HYHZ x=z x m m m ai 7 w w o OR 1/4"0 ALUM,POP Q o Q F DOOR ut E GL9 2 LASS 73 ss zu' RIVETS@12"O.C. E uN FOR MI. Xz❑zm g y� OR DOOR to SEE TABtE�2 Nw 2mm u SEPARATION Quoad 1/4-20 S.MACHINE I Q w o a I-- O7 AND(�8 1/4"MAX.FROM PIN E Q N SCREW&NUT @ GLASS E uy 1/2" GUIDE TO BUSHING 12"D.C. u ASSEMBLY 1/2" TYP. WASHER(TYP.) v~ig� 5 w ❑ 1/4"MAX.FROM PIN _ gg 1/4"MAX.FROM PIN m w ❑ /;1-, GUIDE TO BUSHING �a X z 4 CONNECTION TYPE �: R� WASHER(TYP.) GUIDE R BUSHING w REFERENCE ANCHOR " �, IR X L WASHER ITYP.1 EDGE _ ,e C 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. - .6.-CONNECTION TYPE W�EXTRUSION 2 COPYWQREFRAALBONAW0P£ P�1= p1 BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN - 5=CONNECTION TYPE W%EXTRUSION #1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. _ 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, Pace DE 6063-T6 (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REQ'D AS SHOWN DASHED) WITH THIS LOCATION _ 'x RIVETS @ 12"O.C. _ a — -= 9•� Op WALL MOUNT SECTION E CEILING / INSIDE MOUNT SECTION p_ .WAGE.BUILD'OUT: y SLI/ SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" S \\\` LGHIpIy TfX FOR ASTM ESSENTIAL • A9O i FACILITIES SEE TABLE 4& FOR H17IZ SEE TABLE 2a EXISTING 1/4-20 n GLASS 4V MIN.SEPARATION TO Z, V1 STRUCTURE LA G DIRECTION MACHINE O 1/11 OR CUSS 130 a 63-T6 ALUMINUM_ BOLT W/NUT DOOR 0w ES PER BEAM END, �� w O X PER SPAN TUBE 12"O.0 OR DULE 014 x 3/4" u N ❑ 1/4"0 ALL SMS 6"D.C. SPAN TUBE SCHEDULE j Q Z Q POINTS SOLID T � C X W< o SET ANCHORS SPAN TUBE ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMAN� ' t. -� WITH 7/8"MIN. PER DESIGN ANCHORSPER W IWA L4 z EMBEDMENT IN SPAN THRU•BOLTS LENGTH t ro• ,,`� I X w CONCRETE OR 1: ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE Q=G! SIZE SPAN p\\\ gFw a BLOCK,3"MIN m - 70P BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM / v SPACING AND A�'" Z� ❑ 3"MIN EDGE _ TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE WIU�7\W •- w0 X DISTANCE. - ZW 60• 123.8' 1352" 2 2 - 2 3 4° 7' _ J N Q `ry a 96' 101.7' 106.9' 2 2 3 3 7" 7' (11 Q<"(9 6 ' ^F 5 6 a w 0.125' 123" 89.9" 04.4' 2 2 3 3 7" ]" L:1 g c m.g W o S = 3"MIN. 14 16 0 x. 60' 129.1" 167.0' 2 2 2 3 4' 7" �W� N O 4 I �^ E0.DIST. u U G' 2'k6Y 1,1 OR ASTM ESSCNTIAL FAOUR 13 u La 0 0.125° e6' 114.8' 124.1' 2 2 3 3 7- 7' w w 3 TABLE 4 k FOR HVH2 SEE Q Z°.. 123" 102.8' 109.6^ 2 2 4 4 lo" 10" 3 k^3 a - TO MAX.FROM PIN GUIDE A TABLE p FOR NN.SEPARATION w 0.w - N C 70 BUSHING WASHER(EYP.) GLASS w a so' 138.0" 106.9" 2 2 3 3 7° OR DOOR TO w ID m Zke'k 90^ 122.7° 155.7' 22 3 4 7" f0' ,D W•• I TWO 1/4"0 WOOD 1/4"0 THRU BOLTS =w 0.125• tza^ 115.4- 137.5' 2 3 4 5 10" 13^ '1❑ & LAG SCREWS @ 24" SEE BEAM so' 158.1' 240.0' 2 2 3 4 7• 10' O.C.MAX.WITH 2" 3"MIN. SCHEDULE FOR Z I- 25c1o"x THREADED PENETRATION w❑ 0.1875" 9s• 140.6" 229.9'_ 2 3 4 0 10° 10' m "T"INTO CENTER OF STUDS ED.DIST. N EQUIRE 5N EMBER u 123" 132.2' 203.1° 3 4 5 7 13' 19" y o n EMB."T' 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: n STUDS FOR TRACK TD 1"x 4'• TO SHING WA. ER TTP, x xl 4 % % 'ANGLES FOR 2°x5°&2"x6'BEAMS. 2. USE 2"x5"xl/4'ANGLES FOR 2"x8'&2"x10"BEAMS. � PLYWOOD& TUBE CONNECTION 1/4"0 ALL 3. USE BEAM SCHEDULE FOR DETAIL 1. tl E POINTS SOLID in STUCCO FINISH 1"x 4"x.125" SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR 1N 6063-T6 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED Fes 2I EMBEDMENT IN TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. Fa c �3 THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH Vl rn a n �S EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN r W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN ❑;5<<M SPACING AND 3' I 121 6663-T6 ALUMINUM TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, .� MIN EDGE I^ ANGLES PER BEAM END, OR 014 x 3/4"SMS @ ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN \�zm<a LL WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. a z GG{{ O SCALE:3"-V-0" ALSO BE USED EXISTING SCHEDULE 6. LAP BEAMS ARE NOT ALLOWED. E a $ AT TOP ACCESS HOLE 7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. p STRUCTURE ALT.LEG DIRECTION rr EMBED. MAX.DESIGN LOAD-:t 72 PSF E 3 g Oj BEAM SPAN SECTION R RGLASS H e SCALE:3"=1'-0" o k FOR&M ESSENTIAL OR DOOR H I G FFAOORR SEE TABLE 4 HVHZ SEE TABLE 2 13 w n EXISTING WOOD ❑ FOR LBN.SEPARATION W Z TRUSS OR RAFTER 1/2' 3" 1/2" : w CUSS Q a @ 24"MAX.O.C. -1/2'-1/2' /I 1 I� li m Y N EXISTING FINISH \ W MATERIAL 5' $ 5 6 1/4"MAX.FROM PIN GUIDE / I ❑ I q 1g 16 TO BUSHING WASHER(TYP.) 1"x 4"x 1/8"6063-T6 �: w 5 ALUM.TUBE W/THREE X 1/4"TILE(TYP.1 1/4'0 WOOD LAG : I w TE s., FINISH MATERIAL SCREWS WITH 2-3/4" 3/4"PLYWOOD E A 1 MINIMUM THREADED .�. PENETR."T"IN WOOD @ -1/4"0 A325 GRADE THRU BOLT @ 7"O.C. I ` OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS '• GALV.OR S.S. 24"O.C.MAX.WHERE 5 6 Z,3yB "y TUBE EXTENDS BEYOND� f 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA S' O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO J m 2"x . x ANGLE 6063-76 :+ OR 1/4"0 LAG SCREW @ 9"O,C.W/1-7/B" NEXT TRUSS, w w ALUM.ANGLE W/THREE i� ' B, \ F-w>>m 1/4"0 WOOD LAG s MIN.EMB. IN WOOD SG=0.42.TO 0.55. 1- =w C)1/4-20 1/4-20 S.S.MACHINE SCREW Cal SCREWS WITH 2-3/4" corrraOrtlr+AlxLeB0uv00P.e 13 MINIMUM THREADED 15-2338 EXISTING CONCRETE, N 12"O.C.IN BETWEEN TRUSSES v=i F o w�" PENETR."T"IN WOOD WITH 1/2"0 ACCESS HOLE ON L7- -� �O �g HOLLOW BLOCK OR 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR 014 SMS X z z m EACH RAFTER OF TRUSS, SCALE: 9 WOOD FRAMING.SEE ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN <.W<< 24"O.C.MAX.WHERE PAGE DESCRIPTION: ANCHOR SCHEID BASED L ON TYPE OF STRUCTURE w ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN 6", EXTEND ANGLE TO ° PASS THRU DETAIL (MAX.DESIGN LOAD x 72 P.S.F.) NEXT TRUSS, O (MAX.DESIGN LOAD t 72 P.S.F.) O TRUSS MOUNT SECTION SCALE.3".1'-0" K SCALE.3"=1'-0" O GLASS OR DOOR 'w4�t,• O 2 i = FOR ASTM 5SENTIA FAORHIES SEE TABLE ' GLASS OR y 1 GLASS OR I FOR HYH2 "A• " FOR DOOR o o: FOR DOOR SEPARAOIWF O GLASS ~mOF KpxF 0:O wfQ j�o •,O �° in:��t E .'u w�- w:3I FOR F uz pmQ N m FOR ,i F to 3: ORH =wQ� 2FIXN7 SEE wpm =yw0: SEPARATION TO uq w 0.o SEPARATION TO N w Q G 3 u 4"MIN. g" MA (LASS X y w`_ C1A55 3 y 13 z o v, -s 0 , i w m z o W "Z a RADIUS HEADER MOUNTED oz a 0 13 z F 13 w 0:x C1 CONNECTION TYPE u 0. PARTIAL ELEVATION q ° z F lou REFERENCE ANCHOR Q N ?LLCl L $w° 20 x u N SCHEDULE FOR SCALE:3" V-0' W V, i w 20 Q Q SPACING '1 .250 w.•,3°m .250• .250•• ,ail QM M I W 54 3 � / 1/4"0 TAPCON 24" C6 CONNECTION TYPE w �EMg� B o w D.C.WITH 1-1/4' MIN. REFERENCE ANCHOR w 1�, B� mi p a EMBED. p SCHEDULE FOR MAX. SPACING EXISTING CONCRETE OR EXISTING \ BLOCK ONLY.WOOD / T. STRUCTURE \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE �IOT ACCEPTABLE EXISTING FINISH E m m L ?moi I \ OO WALL MOUNT SILL DETAIIM 1/4"MAX.FROM PIN M ED \ SCALE 3"a 1'-0" ATERIAI w GUIDE TO BUSHING DIST. \ O DECORATIVE FLOOR TRACK DETAIL va.+R©CUT IN 4•'INTERVALS +Xe: <`E`1+"T; WASHER ITYP.) W w SCALE i 3 t'-0" TO FOR U E(SEE P'@ A. a O RECESS SILL DETAIL \ DETAIL Pt p FOR ADDITIONAL I € "�,- �Q t3 SCALE:3•'=1•-01• INFO), TYP.TBP&BOTTOM. < w�/ P. FASTENER R EACH 4"CUT n t!i SEE ANCHOR SCHEDULE BASED x g a m'e 1/4"MAX.FROM VERFCOOSCO VERIFY ANCHOR P PIN GUIDE TO IS ACCEPTABLE BUSHING WASHER . ,,, )>_ r ITYP.1 l b Yiri:r, ..r nu�"a4op irs q# J¢ o Ei It $ TYP.BOTTOM w v 1/2" TO BUSHfNG WASHER TIY P. O nr" STRUCTURE �� W/NUT SOLT @ 2 IO C. 19 CUT AT INTERVALS T m EXISTING FINISH FORM CURVE(SEE DETAIL 9®1 MATERIAL t CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. 1"x1"x1/e"&1"x2"xt/B'• SPACING(FASTENER 4a EACH 4"PIECE 6063-T6 ALUM.ANGLE CUT TO 1"xt"xt/B"&1"x2"xt/e" O CURVED TRACK SECTION DETAIL 3 a MATCH AND PROVIDE SUPPORT 6063-T6 ALUM.ANGLE[UT TO P OF CUT SHUTTER EXTRUSIONS MATCH ANp pgOVIDE SUPpO T SCALE 3"=1'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS _ FRONT OF EXTRUSION IS FRONT AND BACK.WHERE /- P2 CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED. CONTINUOUS ENFORCEMENT PI [[[nGS !$� IS NOT REQU)RED. Y"ag 00 bbl �N 1 2 APPROVED MOUNTING p ` �' .IR MB NO CONDITION,MIN.OF TWO PER B APPROVED MOUNTING CWTIMC IFRWLIBUMMORE PIECE CONDITION,MIN.OF TWO PER PIECE 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SCALE' & PIECEFASTENERS PERK CUT PIECEFASTENERS PER CUT PAGEOESCRIPTIOW i TIP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS m P1 SCALE:3'- 1'-0' P2 SCALE:3'- 1'-0' O ANCHOR SCHEDULE: CONCRETE 2 x 5 ITYPJ 2 x 5 I@ OUTSIDE +` '• ,qi9•�' 2,5"MIN EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACING �. SECTION X) G Spans Up To E oil Spans N To B'-8" Spans Up To 13'-0" LOAD CONN TT'PE CONN TYPE CONN NPE 0-1 y O ANCIIOR (PSO ! -• ? x Cl C2 C3 Gf CS C6 C1 C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 .J 1/4"1TW TAPCON OR ELCO 48 16.0•'16.0"116.0"!16.0"16.0"116.0-116,0"116.0"10.5'10.0"116.0"113.0"15.5"116.0"16.5" 6.0" 9.5" 9.0" O O O 1 _ D ULTRACON WITH 1-3/4" 62 16.0"16.0"12.S"12.0•'16.0"14.5"16.0'•16.0" 8.0" 7.0" 13.0'•10.0"11.0"10.0" 5.0" 4.0" 6.0" 7,0" 'I: •p•• TA (ICM EMBED(3192ps1 MIN CONC) 72 16.0"16.D"10.0•' 9.5' 16.0'•12.5•'15.5'•16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.D" 1 x S TYP.1 1 x S INSIDE 3 OR O4 HEADER/SILL �SL --110 - 6.0 BOT.FLAN E ANCH6R(SEE SPACING O •�70' 200 7.5•' 6.0" 6.0" 5.5" 8.5" 4 0 4 5 5.0" 7.5" 6.0';' S.o" SECTION X) SIDE CLOSEST TO OPENING ,// •�g 1/4'MILLENIUM MILLFASi 48 16.0"16.0"16.0"16.0 I6,0 16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5"14.5" 6.5" 6,0" 9.0" 9.5" /// • TOD WITH 1-3/4"EMBED(3275ps1 62 16.0"16.0"13.0•'12.0"16.0"15.5"16.0"16.0'• 8.0" 7.0" 12.0"11.0"10,01• 9.0"15.011 4.0" 5.5" 7.5" b.o: 3 MIN CONCRETE) 72 16.0"16.0"10.5•' 9.5" 16,0•'13.5"14.5"14.5" 6.5" 6.0" 9.0" 9.5" B.5" 7.0" 4.0" 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. � w=-•X:w e Ilo 13.0"13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6,0" 6.5" s.s" s.s^ SPACING DIAGRAM FOR Cl CONNECTION TYPE: �111���1�1111LLLL a g- 3' a 1/4•ELCO CRETEFLEX 554 46 16.0"116.0"16.0"16.0"16,0"15.0"116.1..6 0•'16.0"15.0"16.0"160"16.0"16 0"30.0" 8.5•' 12.5"14 0'. - Cl CONNECTION TYPE USING PIECE Q OR Z r $w°2 L "° it E W/2"EMBED(335opsl MIN 67. 16.0"16.0"16.D"16.0"16.0"W01 16.0"12,0"10,5"16.0"16.D"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W m CONC) 72 36.0"16.0"15.5"IA.S"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 Irl D'110 16.0"16.0" 9.0" 8.0" 11.5" 10.0'• 6.0" S.0" 6,0" 9.0" 10.0" 8.0'• 5.0" 4.0" 5.0" B.0" K2 x 5 TYP. 11 / 1 COMBINATION o200 10.0" 6.0" 5.0" 4.0" 5.0" 8.0" 5.0" 4.0" 5.0" B.o" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" ,p w° 1"MIN EDGE DISTANCE 9 / 10 COMBINATION 1/4'ITW TAPCON OR ELCO Cl C2 I C3 I C4 CS C6 Cl C2 C3 C4 I CS C6 Cl C2 C3 I C4 CS C6 O - a ULTRACON WITH 1-3/4" 48 16.0"16.0•' 7.5" 7.5" 16.0•' 7.5" 16.0"16.0'• 5.0" 4.5" 16.0" 5.5" 15.0'•15.5" 9.5" m EMBED(3192D MIN CONC) 62 16.0"16.0" 5.5" 5,5" 16.0•' 6.0" 16.0"16.0" 12.5'• 4.0" 10.5'• 9.5" 6.0" •+ BED(3192ps1 MIN CONC) - N� 72 16.0"16.0" 4.S" 4.5" 16.0" 5.0" 15.0"15.5" 9.5" 9.0" 7.5" R 110 14.0 14.0" N 8,5"M B.5'• 7.5" 4.5" 7.0" 6.0" 1 x 5 TYP.) 2 x S TYP, M § 200 7.0" 6.0" PZ1114 7.0" 6.0" 7,D" 6.0" LL 1/4'MILLENIUM MILLFAST 48 16.0"16.0"13.0"13.0"16.0"13.5'•16,0"16.0" B.o" 7.5" 16.0" 9.5" 11,5"11.51, 4.5" 4.0" NOTE: "5"INDICATES ANCHOR SCHEDULE SPACING. W p WITH 1.3/4"EMBED(3275ps1 62 16.0•'16.0'• 9.0" 8.5" 16.0"10.5"14.0"I5.0•' s.s•' s.o" 9.s•' 7.s" B.o" 7.s" 4.s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: 'I •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 QO WITH OUTSIDE �a p o 110 10.5" 5.5" 4.5" ANCHORS ONLY v)of a n /• 200 S.S' 4.5" 5.5" 4,5" 5.5" 4,S' ®OR ©WITH - C4 CONNECTION TYPE USING PIECE u, 1-1/4"MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY z 1/4"ALL-POINTS SOLID-SET 2 m O 4 - u ANCHOR W/7/8"EMBED& Cl1 C2 C3 G7 CS C6 ClCC2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 ANCHOR NOTES: 7/4-20 SS MACHINE SCREW 48 16.0'1 16.0" 9.5'• 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5' 6.5" 4.5" QO (3DOOpsI 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" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING E o: ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE m 72 16.0"16_0" 5.5" 5.5" 16.0" 7.0" f0.5"11.0" 3.5" 3.5" 6.5 4.5" 6.0" 5.5" 3.0' 3,0" LIMITED LO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1), I - '• c o 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5,0" 3.0" 3.0" 5.0" 4.0" .� 3 O 200 5,0" 4.0" 5.0" 4.0" 5.0" 4,0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, c S ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE EOoUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER °1 a ANCHOR W/7/6•EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN, g 1/4-20 SS MACHINE SCREW 48 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0"16.0"16.0"I6.0"16.0" 8.5" 7.5" 31.0"12_0" ' o (3000ps1 MIN CONC) 62 I6.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 9.0" 15,0"13.5"12.5"11.5" 6.0" 5.5" 7.0" 9.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, L 72 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE ?' pi •� 110 16.0"I6,0" 8.0" 7.0•' 10_0"17.0"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 u ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 B.5'• 7,0" 4.0" 3.5" 4.5" 6.5" 0.5" 7.0" 4.0"13.5"14.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 8 1/4"POWERS SS DROP-IN 2-6/8'•MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE w 1"EMBED(3000ps1 MIN 4B 16.0"116.0"116.0"116.0"116.0"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. n e CONC) 62 16.0 16.0 12.0"II.o"16.0"14.5"15.0"I6.o" 7.5" 6.5" 10.0"10,5•' 8.5" 8.0" 7.0" 77. 16.0"16.0" 9.5 9.0" 16.0•'12.5"12.0•'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 p� a IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT Q ^g+ 310 I1.0"11.0" S.5" 5.0" 6.5" B.5' 7.0" 6.0" 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER ,5 - 200 5.5" 5.0" 5.5" 5.0" 5.5" 5.0" FINISHES. 3-1/2•'MIN EDGE DISTANCE c S 1/4"POWERS SS DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS y W/]/4-20 SS BOLT AND Cl C2 C3 C4 CS CG Cl C2 C3 G1 C5 C6 Cl C2 C3 C4 C5 C6 VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE QSUATE WOOD FRAMINGE 1"EMBED(3000ps1 MIN 4B 16.0"16.0"16.0"16.0"16.0"16.0"16.1"i6.0" 16.0"14.0"13.0"13.0" 6.5 5.5" 80" 9.5" MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD i ACCEPTABLE ONLY FOR Eat CONC) 62 16.0"16.0"13.0"12.0"16.0"15.5•'16.0"16.0" B.0" 7.D" 10.5"11.0" 9.0" e,o'• S.0" SIDE CLO�URE PIECES. 72 16.0"16.0"10.5•' 9.5" 16.0"13.5'•13.0•'13.0" 6.5" 5.5" e.o" 9,5" 7.5" 6.5" 6.5" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER in -� If0 12.0"11.5" 6.0" S.5" 7.0" 9.0" 7.S" 6.5" 6.5" 6,0" 5.D'• 5.5'• SHALL BE LOCATED IN CENTER OF NOMINAL 2•x 4•((MIN.))WOOD STUD.3/4• c EDGE DISTANCE iS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL 20D 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" 6.0" S.D" 5.5" p g HAVE PHILLIPS PAN HEAD OR HEX HEAD. i Y'MIN EDGE DISTANCE <ilia 3 R 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN 032 SMS W/2•EYEWALL Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER fAPYPoGBTFRM7(L BEMiV4WP.E ARMOR INSERT W/2•EMBED 4B 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. _ (200opsl MIN CONC) 62 16.0"16.0" 9.S" 9.0" 16.0•'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" 15-2338 72 16.0"16.0"18.0', 7.5" 16.0" 9.5" 14.5"15.0•' 5.0" 4.5" 9.0" 6.5" B.5" 7.5'• 3.0" 4.5" 4.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 6CALF� - Ii PAGE DESCRIPTION: 110 13.5"13.5" 4.5" 4.0' 0.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 7.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 200 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" S. 3.5" 3.5" NUT OR WASHER WINGNUT, _- #12 SMS W/2.75"EYE ALL 48 16.0"16,0"16.0'•16.01•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. °i a ARMOR INSERT W/2.5" 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.S" 4.5" 7.5" 7.5' 13 ' EMBED(2000ps1 MIN CONC) 72 16.0"16.0"11.0"10.5"16,0"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 �T O $ 110 16.D"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" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CI,L1{I CONCRETE SCREWS TO HOLLOW BLOCK 200 9.0'• 7.5' 3.5" 3.0" 4.5" S.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' CONN TYPE CONN 'T CONN TYPE OEM EMMMUM mmm ■mmdmmmm0©m�00mm00mm©m m_m_m_0III _0_0_0_0_0_0_m_mm_0_ 0mmmmmmQ�m��m�m� '. ,,,/,�. , /i % /'i// Bar//%////%i/�/fii/ /i/ i//iii/fii%�//f®�®%%�/� iiiiii i /����/ i/jiiiiiiiii % IN/ , �/ / / / m����i�m�iia%viii® i �ogrzgam ��®��� i,�i ®9w ////,iioaoii �� i %�i;� %%ia� /,FBI M" ���aiioiaiiioiiiaiaao/iooi/ooiiaoi.ia/ ///o%ria '' / ./i /aiioi ®®ioo�il ioioi�/� ioa, ������f® ii a /i/i/moi/i oiiiao%iaiioi/ ._. ..,...... � �ffiiiiiiiiiiii/ .: �mmmmmm©mmmmmmmnmmmmmm©2"MIN EDGE DISTANCE IT Im 000©mm • m®®®®®®� ��®®iii,'//off, ����� •' ®���� INE IER / � ' �mm©O©m000mO©0m©[�lmmODm©[�70mmmm0© �����' .:; /// %/%%M/'%%%/////.%/// %//% /owl /MINE, ■0000©mOmOmmmmQ■m0[�m0mm0[�©mm®DOm : ' :, ' ;'., mmEm9 ,%®EmIm®�MM/l/Mi%® IMIM®MEMEMEM//�/j •13 11 :' , ��Oi �r , L 4:"o'. L%TA E OF ANCHOR SCHEDULE: WOOD (G=0.55) i� m�� ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) 3/4"MIN EDGE DISTANCE JW' u� i 2"MIN EDGE DISTANCE rj ns U To 6'-0" Soans Uo To 8'-8" Spans Up To 13'-0' C. `r+=..o.Q tj Spans Up To 6'-0" Spans UD To 8'-8" Soans UD To 13'-0" tj _ CONN PE�,..-�-+ CONN TYPE CONN TYPE 4" j LJ W a LOAD CONN TYPE CONN TYPE CONN TYPE i ANCHOR /- (p5J).- �'� 2 C3 C4 CS Q < C4. 1 G2 C3 C4 CS CI C /p -y n 11025 �.;CS" LJ o Z S S 4 i 9 ANCHOR (PO) Cl C2 C3 C4 C5 CS C2 C3 C4 C5 C1 C2 C3 C4 CS 7/4°LAG SCREW WJTH 1-/4_48'_1 0"160' .5"11:5 16;01;1.0"16.0" 7.5" 7.0" 16.0"16.0"116.0"14.5- 4.5" 15.0" y w 3 1/4"POWERS TAPPER+W/ 48 15.5"15.5" 6.S' 6.5" 15.5"10.5"10.5" 4.0" 4.D" 1D.5" 6.0" 6.0" MIN_THREAD PENEIRATIO 62 G."16.0" 8.5" 8.5" 6.0" 6.0"16.0" 5.5" 5.5" 16.0"16.0"15.5" 3.5" 3.5" 9.5" Z € _- - µµ±± 1-1/4"EMBED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" S. 5.0" 4.5" 4.0" Ifi.O 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 rc 72 10.5"10.5" 4.D" 9.0" 6.0" 6.0" �_ - _ _ �1 110 16.0"16.0" 4.5" 4.0" 13.5"14 OV 12.0" 3.0•' 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" N q 3 u �� I10 5.5" 5.5" '-.tl 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2,0" 6.0" 11.5" 9,5" 2.5" 2.0" 6.0 O W,� V o 200 ,'"n 7/16"WOOD BUSHING WITH 46 Ifi.O"IG.O" 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" O Ei#12 SMS W/2"EYEVJALL 48 16.0"16.0" B.5" 8.5" 16.D"13.0"13.0" 5.0" 5,0" 12.5" 7.5" 7.5" 3.0" 3.0" 4.5" of 1.13"MIN E14BED&1/4-20 fit 14.5"14.5" 6,5" 6.0" 14.5" 9.S' 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5" 2.0" 3.0" � a 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 55 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" 3.5" 2.0"' 2.0" YYY 0 EMBED 72 12.5"12.5' S.0" 9.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" 0 a� 110 7.0" 7.0" 3,0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" m s 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" Si 200 3.5" 3.0" 3.5" 3.0" 3.5" 3.0" 3 #14 SMS #14 GOD SCREW 48 16.0"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5,0" 12.0" OR1/4"POWERS TAPPER+ 62 16.0"16.0" 9.5" 9.S' 16.0"16.0"]6.0" 6.0" 6.0" 16,0"13.5"12.5" 4.0" 3.5" 7.5" I" IT 1-3/4"MIN THREAD ANCHORS CHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION16.0"16.0" 5.0" S.o" 12.0"IS.s"10.0" 3.5" 3,0" 6.0" �+ f 110 16.0"16.0" 5.0" 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" W'b 4"MIN EDGE DISTANCE 200 9.0"17.5- 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0' 7.5" 2.5" 2.S' 4.5" K� G Sows Up To 6'-0" Spans Up To B'-e"' Span s Up To 13'-0" O LOAD CONN TYPE CONN TYFE CONN TYPE ', !�l�0 0 in ANCHOR (Psi C, C2 C3 C4 CS C7 C2 C3 C4 C5 C1 C2 C3 C4 C5 ANCHOR SCHEDULE: WOOD (G=9.42) 5/I6"ITW TAPCON XL W/ 48 16.0"116.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"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"36.0" 8.0" 7.0" 10.0" 3/4"MIN EDGE DISTANCE -o Z a 72 16.0"16.0"16.0"15.5"16.0"16.0"16.0"30.5" 9.5' 75.5"19.5"12.5" 6.5" 5.5" 8.0" rj Soans UO 7o 6'-0" Soans UO To e'-e" Soans Up 7o 13'-0" y m E R 110 16.0"I6.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" 5.5" 7.5" 12.0"10,0" 5.5" 4.5" 6.0" rjj LOAD CONN TYPE CONN TYPE CONN TYPE O Y O� ANCHOR (psl) �v m 0 200 12,0"10.0 55" 4.5'" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" s CI C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS S 5/16"ELCO ULTRACON W/ 48 16.0"16,0"13.5"13.5"16.0"16.0"16.0" 8.0" 7.S' 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH I-3/4 48 16.0"16.0" 9.0" 9.0" 16.0"16.0"16.0" 6.0" 5.5" 16.0"16.0"16.0" 3.5" 3.5" 10.0" g 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" 13.5"11.5"10.5" 2.5" 2.5" 6.0" a 5<LWr m e a 72 I60"16.0" 7.5" 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" a 7J. 16.0"iG.O" 5.5" 5.5" 16.0"16.0"1G.0" 3.5" 3.5" 10.0" 9.5" B.0" 2.5" 2.0" 5.0" R 0 i 110 8.5" 8.5" 5.0" 5.5" d 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" t7 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" 2"MIN EDGE DISTANCE #14 SMS,#14 WOOD SCREW 4B 16.0"16.0"' 9.5" 9.5" 16,0"16.0"I6.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.5' 7.0" Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 0o OR I/4"POW ERS TAPPER+ 62 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" n WITH 1-3/4"MIN THREAD #12 SMS W/2"EYE% LL 48 16.0"16.0"10.5"10.5"16.0"16.0"16.0" 6.5" 6.5" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 0 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" 2.0' 2.0" 3.5" ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5" 16,0"35.5"16.0" S. 4,5'• 10.5" 9.0" 8.0" 3.0" 5,0" 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" 2.5" 72 16.0"16.D"' 6.5" 6.0" 16.0'112.5"112.5"14.0" 3.5" 7.5" 7.0" 6.5" 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0' 4.5" 2.0" 2.5" 5.0" 4.5" 2.0'" 2.5"' 110 11.5"11.5" 4.0" 1.5" 7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" a-ag Q� p 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0'" 6.0" 5.0" 3.0" 27 8 ib Q m m ��bag s 8 ox�� . &I ANCHOR NOTES:SEE SHEET CaPYR*ff FRA'KLBEMWMOPE 10 FOR ANCHOR NOTES, 15-2338 9 SCALE. - - PAGE DE9LRIPTIONI N lJ LJ II NJ C 1111111111 ROUND WINDOW ASSEMBLY Q EDGE OF ACCORDION 12'MIN FROM ,• /I L SHUTFER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION TOP OR BOTTOM SHUTTER BLADES s IT 0.126 0.125• "o�1% LOST OF ; 1-10.032° 0.032• 1a� %'Pt� �. •,.\�'`. 0.196' ' � of� I�IY��$• U z 45° 11 goo juwu 3.5" 2. r 2.875.0 HOLE TO RECEIVE ROUND TYPICAL c Z° WINDOW ASSEMBLY 7 W W[7 L w 3�m 02.875° 4 T-0.188" 2.875.0 HOLE(TO RECEIVE N 3 Y 03.250• ROUND MAXIMUM OF 3 WINDOWS / n \ LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE Q „ N.T.S. SABIC PLASTICS SLX1431T•UL-94HB =J z ROUND WINDOW LIGHT-N-VIEW WINDOW g� "+ ASSEMBLY 13 N.T.S. EXTERIOR ELEV ^ N \ Fi _ WJ8{{ I GE MIN FROM r Y g \ i EDGE OF SHUTTER, EDGE OF ACCORDION i T P OR BOTTOM SHUTTER BLADES \ Q Obi ¢ RECTANGULAR Zm< fWINDOW ASSEMBLY �j°J wl 1 BLADE W/ ROUND WINDOW ((7j EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV U 2 Q q 3 ~ 3s SHUTTER BLADES 0.145• O 1.210' 0.145• 0 3.5•M[N O m f 4 TYPICAL uBS! 0 0 o F g o o T1.500'x 6.000• OLE(TO RECEIVE RECTANGULAR ® o WINDOW ASSEMBLY) 1.500°x 6.000°HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) ri .161' PER EVERY OTHER BLADE o0 093" .020• 3 RECTANGULAR WINDOW gg 'o o OO O 0 13 N.T.S. EXTERIOR ELEV ggg T gg L- Dip. 0,500• 0.500^ (IMT.) ° 1y3 3.5•MIN. RECTANGULAR WINDOW N RECTANGULAR WINDOW NOTES: zs '^ TYPICAL F---1 o ASSEMBLY A (�') 145' 1. THE RECTANGULAR WINDOW SHOWN IN 0.355' 5/13 IS MADE FROM GE XL10 LEXAN WITH g8g I D O �i/ 0.075•MINIMUM THICKNESS. 2. FRAME FOR RECTANGULAR WINDOW MAY �� i8g¢¢ ' y o I I o o i BE NYLON 6 OR POLYCARBONATE WITH A 3 TF W .8 Ke I I 0.145' ,. i COPtWaMIRWMLeDAVAWP.L MINIMUM THICKNESS OF 0.161'.ATTACH 1 I / TO BLADE WITH(6)94 SS SCREWS OR 15-2338 1 I �D.177' .355° BOLTS WITH NUTS. L___1 .856---4° scRLe: - A SECTION A-A PAGE DESCRIPTION: 4 BLADE W RECT. WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV g