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Home My WebLink AboutProduct Approval Design Data and Installation Schedule ISUSAN AIKEN PAGE-01 Opening Shutter Anchorage Shutter Wind Anchor Type Max.Anchor Notes Number Type Top/Bottom Height Pressure Tapcon, Rawl Spacing C, M,W Inches PSF Neg. Lag ect. Inches Upper/Lower Upper/Lower 1 ACCORDION CEMENT 106 39.4 TAPCONS 6/24 FRONT DOOR 2 ACCORDION CEMENT 49 39.4 TAPCONS 12/12 OVER FRONT DOOR 3 ACCORDION CEMENT 85 39.4 TAPCONS 12/12 4 'ACCORDION CEMENT 38 39.4 TAPCONS 12/12 5 ACCORDION WOOD 68 39.4 LAGS 12/12 6 ACCORDION WOOD 68 39.4 LAGS 12/12 7 ACCORDION WOOD 68 39.4 LAGS 12/12 8 ACCORDION CEMENT 73 39.4 TAPCONS 12/12 9 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 10 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 11 ACCORDION CEMENT 71 39.4 TAPCONS 12/12 12 ACCORDION CEMENT 106 39.4 TAPCONS 12/6 SMALL BACK SLIDER 13 ACCORDION CEMENT 106 39.4 TAPCONS 6/24 BIG BACK SLIDER 14 ACCORDION CEMENT 25 39.4 TAPCONS 12/12 OVER BIG BACK SLIDER 15 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 16 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 17 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 18 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 19 ACCORDION CEMENT 51 39.4 TAPCONS 12/12 20 ACCORDION CEMENT 72 39.4 TAPCONS 12/12 21 22 23 24 25 26 27 01111/2018-12:06pm Internl VAProjecls\ Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10MRH 5 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING WIND VELOCITY= 150 MPH EXPOSURE 'C' BASED ON Kd=;0.85 1 1 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONEA4 PRESSURES EXTERIOR ZONES PRESSURES � (SEE BELOW) 2 Mean DESIGN PRESSURES(PSF)-ZONE 4 Mea DESIGN PRESSURES PSF Z03 E 5 E BE ANY QUEST ONAB L QN PR R(ZONE 4)OR EXTERIOR(ZONE S)PER THS SUCT_IO_N_S FOR TABLE USE: C _ ( )" 4 1. IDENTIFY THE ZONE OF THE OPENING 10 Roof Area of Opening(Sq of Area of Opening(Sq R THERs. i D THE MORE CRITICAL(EXTERIOR)ZONE Heig 10 20 30 40 5 fight 10 20 30 40 50 s. _ 2.IDENTIFY THE BUILDING M I Vl_ .'F FROM THE LOWEST GROUND ELEVATION.IF 0-is ft 31.9 -30.6 -29.8 29. -- 39.4 36.7 35.2 34.1 -33.2 MEAN ROOF HEIGHT CANN F PEAK(HIGHEST)ROOF HEIGHT. +29.4 +28.1 +27.3 +26. 2 15 ft +29 4 _+28.1 +_27.3 +26.8_ +26.3 ..9.4 --8.1 +27.3 ---:_. _ 2 1 ALWAYS ROUND UP F ' _ 2. VALID FOR ALL ROO _E LE EE ANEENGINEER FOR REDUCTIONS. 33.2 -31.8 -31.0 -30.4 - 40.9 38.2 36.6 35.4 -34.5 3. CALCULATE THE TRIBUTAR ' tTION AS THE GREATER OF(HEIGHT- 18 ft +30.6 +29.2 +28.4 +27.8 +27.4`` 18 ft +30.6 +29.2 +28.4 +27.8 +27.4 3 1.DTHORUSE THE AREA BETWEEN TRUCI'U OPENINGS ONLYIDTH FTH S INCLUDES A 1/3 THE HEIGHT REAS BETEIGHT 2WEEN 33.9 -32.5 -31.7 -31.1 -30.6 41.9 -39.0 -37.4 -36.2 -35.3 3 2. IF TTHETURAL rTR TRIBUTARY AREA 20 ft OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST +31.3 +29.9 +29.0 +28.4 +28.0 20 ft +31.3 +29.9 +29.0 +28.4 +28.0 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -35.5 -34.1 -33.2 -32.6 -32.1 -43.9 -40.9 -39.2 -38.0 -37.0 //�TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft \q/READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +32.8 +31.3 +30.4 +29.8 +29.3 +32.8 +31.3 +30.4 +29.8 +29.3 I7fJTACCORDANCE WITH CODE. -36.9 -35.4 -34.5 -33.9 -33.4 45.6 42.5 40.7 39.5 8.5... S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF _ 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +34.0 +32.5 +31.6 +31.0 +30.5 30 ft +34.0 +32.5 +31.6 ERAL NOTES: -38.2 -36.6 -35.6 -35.0 -34.5 -47.1 -43.9 -42.1 1 TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +35.2 +33.6 +32.7 1 +32.0 +31.5 _ +35.2 +33.6 +32.7 _ 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. 39.2 37.6 -367 360 35.5 48.4 45.2 43.3 1.9 "WORST CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. . . 40 ft 40 ft •-�_ '2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +36.2 +34.5 +33.6 +32.9 +32.4 +36,2 +34.5 +33.6THAN THE RATED LIMITING WIND VELOCITY ABOVE. :-TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -40.2 -38.6 -37.6 -36.9 -36.3 -49.7 -46.3 -44.4 -43.0 - 4.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. - +37.1 _+_35.4 +34.4 +33.7 +33.2 +37.1 +35.4 +34.4 +33.7 +33.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 41.1 39.4 38.4 37.7 37.2 50.8 47.4 45.4 43.9 -42.8 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY, 7, THIS DOCUMENT IS A MASTER PLAN SHEET,NOT ASITE-SPECIFIC DOCUMENT. 50 t .1.37.9 +36.2 +35.2 +34.5 +33.9 50 ft +37.9 +36.2 +35.2 +34.5 +33.9 B. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED ---- OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -42.0 -40.2 -39.2 -38.5 -37.9 -51.8 -48.3 -46.3 -44.8 -43.7 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OF THESE 55 ft 55 ft TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +38.7 1 +36.9 1 +35.9 1 +35.2 +34.6 _ +38.7 1 +36.9 +35.9 +35.2 +34.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR 60 ft -42.7 41,0 -39.9 39,7 '=38.6 - -;.ft 52.8 49.2 47.1 45.7 44.5 APPLICABILITY OF THE USE OF THESE TABLES IS ED HEREIN. ` 10.•THIS SPECIFICATION DOES NOT' .@ER'A V D CERTIFICATION. REFER TO ANY SEPARATELY +39.4 1+37.6 +36.6 +35. - - +39.4 +37.6 +36.6 +35.8 +35.3 SUBMITTED TEST CRITERIA AND OTH L$ STALLAT70N INFORMATION AND APPLICABILITY ----- --- 6 -_ OF THESE TABLE VALUES WHICH IST ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT .E.-• ANCES. 12. NO CERTIFICATION IS OFFERED HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVID ER 'C.ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4), EXTERIOR C;HT EXPLAINED yy LEAST HORIZONTAL z rn o 0 0 I DIMENSION _1 Inpzx0moo,I�mm a= 10/o OF LEAST HORIZONTAL DIMENSION OR 40/0 0�i 1V ROOF r-.. O A fn z PEAK ROOF 77��•� '-'--- 2 3' A G1 ;j HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT U 5 =m v G7 G 3 i_ -Di m ITL X T1 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. z 0- m D rn w c z•• z O ~ CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN M Z F D rn D�++ W O H REQUIRED. ROOFQ 5 4 x O z 0 y Z rn o z-L m -I 3 MEAN EAVE HEIGHT m�!O Q tNn;U 3 0 EA ox n a a ROOF ROOF ��-'DD"'rn ,0D>Zi°iy 1 o D D N HEIGHT HEIGHT in D O�rn O m r 61 G1 lA ~ H f- _. �r►a S n t71 5 zr"zmo'IOz>1mzm TT1 O QO qtnC5).. ® /�� ® ® a PLAN VIEW ® DD>p=wotv{i�� °o m fTl a �� COMPLEX \� T; m p-4 z"' Z (n -n z D ELEVATION ISOMETRIC CORNERS O O in o o o p o REMARKS DRUVN CHKD DATE < D O a [NIT ISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE ENGINEERING �+v00® o m� w m 3 REV-ADJUSTED HEIGHTS GSS TSB 04109/12 2�i 7 .1/ EXPRESS A =°N A '-` �� .D z REV 2014 FOC DGM TSB 06/10/15 � j p ® --�"'II o',!- 2 UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10;CHAPTER 30 CORPORA a OFFICE: I°z m }1 A z DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 9� n 111 °z V z DEERFIELD BEACH, FL 33442 0- �^ z 1 6) THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 g! AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT O x[ O CERT OF AUTH ilDBBS 4_ .I Q O o WRRTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS. =I v11. m ASCE 7 O E:HELLO@ENGIF AUTH GEXPRESS.COM p z in rn d PERMITTED AND INVALIDATE OUR CERTMP CATION LENT ARE NOT y Z M m ENGINEERINGEXPRESS.COM �Jv 4/11/2018 Florida Building Code Online V9- BCIS Home ( Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications � a FBC Staff � BCIS Site Map Links ! Search f a .. raProduct Approval USER:Public User db•Fx •'A'xL" Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type. Revision Code Version 2017 Application Status Approved Comments ArchivedIJ Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com 111 Quality Assurance Representative Jf Address/Phone/Email Vol j0� ///VVV II/DD Category Shutters Subcategory Accordion I (((//��// 1✓ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer CJ 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 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Yl Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indep- .pdf FL13757 R6 COI Indel2.pd FL13757 R6 COI Indep3.pdf 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 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A°/a3d%3d 112 4/11/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eqiu vl.pdf FL13757 R6 Equiv Equiv2,pdf FL13757 R6 Equiv Equiv3.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.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 span/pressure FL13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes E _ _ 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 I Approved for use in HVHZ: No FL13757 R6 II Dwg3.pdf I Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes f{ Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pd anchorage,etc. Created by Independent Third Party: Yes Back Alexi Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy atatement::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: ® 99 E z Credit �l hfps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2 6.8 ACCORDION SHUTTER FRANKL BENNAN70,P E. ``1111 ! 5ti .( t; 49 :_. FOR USE WITHIN AND OUTSIDE THE HVHZ Q.Q:•' LICENS TABLE 1 TABLE 2 TABLE 4 `*: ND P600465 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE ::-0 FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY _%U Z.' ro a = HVHZ HVHZ MINIMUM SEPARATION SCHEDULE MINIMUM SEPARATION S7'17E OP W m BS POSITIVE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS < $ WIND LOAD L-l:,-1H''II NEGATIVE POSITIVE POSRIVE •...�RIDA,.• DESIGN WITH CENTEFWWTES DESIGN SHUTTER DESIGN SHUTTER S� .. 7 WIND LOAD INSTALLATIONS INSTALLATIONS POSITIVE AND INSTALLATIONS INSTALLATIONS 7,ov N y g WIND UNIMATE zs ALL PRESSURE SPAN 530'A80VE >30'ABOVE DESIGN PRESSURE SPAN ! AL E LOAD(PSF) •1p O GRADE GRADE WIND NEGATIVE WIND (PSF) sMY ABOVE >3D ABOVE !!!/Ill lll111_f1- �Y;U.. OR�I 6 3z MOUNTING (PSFJ LOAD ALL GRADE GRADE f1111�1tt�L Q CONDITIONS- (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) f Q W c9 g coNomorls^ 23.9 158' 156,}1 158• 28.3 156- 5.7' 3S' (PSF) 60• 3.1' 1.1• Z: ¢d N O W 80• a0• 1.1" 50.0 158- 99' 3.1' 1.4• W O J_ w 25.0 154' 150' 150' 30 O-1 W 69' 3.0' 1.5' �r,g 1r�• 120' 3.1' 1.9° O 30.0 147• 158" 156• 30 3 W. z 35.0 for 150• 158' 158' S.T 3.5"tv 60.0 148• 756• 5.8" 3.5' yIUW xw 6 40.0 13T 145' 158• 85.0 143' 60' 3.1• 1.1' O W w G 45.0 133" 141' 158' 80' 3.D• 1.1" 70.0 137" 99" 3.1' 15• N O 50.0 129' 137' 156' 99' 3.0' 1.8' 75.0 133' 40 108' 3.1' 18' 55.0 126• 134• 155" 40 108• a0• 1.5" 80.0 128- 120• 3.1' 22" 60.0 124• 131• 148• 120' 3,0• Zr 65.0 125• 132' 5.8" 2.7" 85.0 121' 128' 143' 132- 5.5" 28' 90.0 121• 156' 1 5.8' 4.3' n d 70.0 119' 126' 13T 145- 5.7' a5• 95.0 118• 60" 3.1• 1.1' m 75.0 11T 124• 133' BO' 3.0• 1.1• 100.0 115" 99' 3.1' 1.7" 80.0 115" 122• 128' BB' 3.0• 1.T 105.0 112, 50 tOB• 3.1' 2.0' w E ri 85.0 113• 1 120• 125• 50 108• Wr 20' 110.0 110' 120• 3.1• 25' 120• a0• 2.5" 115.0 107" 132' 5.8' 3.1' ddd a 90.0 11r 118• 121" =F- o 137• Sr 3S" 120.0 105• 158• 5.8' S.2' y m 95.0 119• 115" 118• '5 so, ao• 12' 125.0 103' 80' 3.1' 1.1' = O m 100.0 109• 115• 115' pv a; 105.0 107" 112, 112" 9B' a0" 1.9• 130.0 101' 98• 3.1' 1S' z,_5 110.0 108• HO' 11 D" 108• 3.0• 22' 135.0 89• 60 108• 3.1' 2.1' -m 115.0 105' 10T 107" 131' S.T 35' 140A 95• 120• 3.1" 27• p 120.0 104' 105• 105" 80" 3.0• 12' 145.0 BY 148' 5.8' 5.0 E C 125.0 - 103• 84• 3.01 1.5" 60" 3.1' 1.1• OW 130.0 - 101• 7U 99' 3A• 20' 88' 84" 3.1' 1.5* E 33 135.0 - g9" 126• 5.T 34' 160.0 1 83' 70 9B" 3.1" 1.9' ¢ g 140.0 - 95" 60' 3.0" 1.2' 105.0 81' 120• 3.1• & 145.0 - 9r 84• 3.0• 1.7" 170.0 78' 13r 5.B' 4.5' • 150.0 - 69' BO B9' 3.0' 2.3• 175.0 78' 80• 3.1' 12' o 155.0 - 86' 110• 3S" 35' 180.0 74" 64" 3.1" 1.6' u 100.0 - 83' 60" 3.0' 1.3' 185.0 72' 90 99' 3.1' 2.2' a ' 165.0 - - 81' 110 B4" 30• 1.0' 190.0 70' 120' ar a6' 170.0 - 78" 99' 3.0' 2.5" 195.9 �� 121' 6.6' 3.7' 175.0 78" 110" 3.3' 3.3' •0 80" 3.1' 12' .�' 180.0 - 74• 80• 3A' 1.3' _ • FOR BUILDOUT MOUNT MAXIMUM 110 z 185.0 - 7r 129 B4" a0 1.9' SPANS AND PRESSURES,SEE 3.1' 2.5' a e j yg 190.0 70' 105" 3.1• 3.1' TABLE C ON SHEET 6/13 110• 3.3" 3.3' 3 [sflf i 195.0 68• 80" 3.1" 12' 12220 2000 - _ 6g• •'FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 84' a1' 15' 8 a a 2�a g TABLE C ON SHEET 6/13 120 1 99' 3.1' 2.6' 105" a1• 3.0" 19kst TABLE I AND 2 NOTES: 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: T COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN 71! 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. - tl� RUN ,3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND a I OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: 3. NO SEPARATION FROM GLASS IS REQUIRED FOR IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF WPTRWRWKLBNYW PE [ BEAM WITH THE BACK THE SLAT FACING OUTWARD.FOR 15-2336 THIS CONDITION POSITIVE THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES.VE ALLOWABLE DESIGN PRESSURES 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND �. _ AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT SCAL.I - HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PACE PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, _ HURRICANE PROTECTION �9_3 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE -- - - THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL - I . BE USED. - I - - - - _ USED. RANK L, Br///// •PPD46549NNARDO,P.E. � 6CENS` �. 7 i} No PE004gEy9 _-u x 0 STATE OF .O4 N GENERAL NOTES: /IN t%% W LLm=� 111 o . � 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT ?Q, �j U a CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE o ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE �Q oL m ((IRC THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN AST E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W W ON 9 M 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE o DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRACK N c dH REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE c w " AS SHOWN. 3. TESTCAPAING WAS CONDUCTED N CCO DANCEVALUES LISTED HEREIN FOR ANYASSEMBLY WITH TAS 201/202/203 AND ASTM E1886/E3996/E330. ~t] 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5. THIS SAFETY 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 Z w PLAN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. L4< H E 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w $ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Lj f� WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F o SHALL BE USED. o S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC D cc SITE. ti w 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 �Q ww PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER3 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE, f~ E 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ld 9 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W E 0'S VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N a v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING p OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND G SEALED BY A LICENSED ENGINEER OR REGISERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: LL TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL TYPICAL PLAN VIEWS MISSILE LEVEL D-ASTM E1889,E1996&E330 =_ TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER H 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDIONmm ; 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 ALUM.ALLOY. N.T.S. FFF 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. q 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. •'~ 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. & �•a� 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. fR 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE CCPtt1b MMLBBUMPE ABOVE-NOTED BUILDING CODE j 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE sans, - BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAM o®C7OlfIONt 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 9� - 22 �FRNEpK 1.M9NARDO,P.E. 3.610' 1.994" ......• f� ` 2 874" PROJECTION VARIES +1C .115" 4.874' MAX. 068" 2.782" .068' 1.907' .997" 1.825" 1.9 \ - 7 c 125" 1825" 1825" 1.706' 1.825" 143" .143" No o ni r N 'o0 1 70985 .100' 1.301'3' cE0046549 in 100",C1.7081,,100" .100" 1.708" ,o Ofi8" 143' a11 I 96.. N 100" m 143., m .099' 195' _ .195" .195.. _ .195" 143' 10 143'm ry a N .062' �T 7ATE \ vjum � o_ .062' 062' n' ..0 51, .062' N N" / `0 G 7 200' 1.069' 2/ �NA EN 'V, Wy u1, in. I630"I 200" 6 2 630' /11 \\\ W 062. 62" 200" .062"' 30" 62" .2001, r x--- n 1.510' L. ,588 630' L f07111 1\\\ Z W E 069 m m 608'630 1.250" 971" 1. 69' .971" .971" 09 095 jA �' 17oe" } }1.069' 2.82z" 2.728' 1IJJQa 6�g 1.2 0" 1. 0" 1.250" 1.200" .095" .971" .030' 2,748' (9 p�Q 5„22 5.745"M X. 5.745"MAX. 3 610" WW gN W �3 LITE 2-LEG WALL 3 s 5 O WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL a SCALE HALF SIZ SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE b WW d WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' N n 265511, 1'825' .875' 2.195' 1.230' P'y F ryr ^ 0 62118'25" a2.655'2195" 8 c I N 2.365' 8 600 51091 .510' 460' d(0: 1.0 O ` .085' L, Ym 90`0895' ` E, 1 QGru33 d .105'621' TYP 1060' r31' 69�a3.638ET7 1.0 2.195' 4.510'1985'2.300" 250" 4.5101, 4.510E�m�g O7 SILLOg SILL ADAPTER �p EXTENDED SILL ADAPTOR �� MID SILL 12 MID SILL ADAPTOR SCALE:HALF SIZE Og EXTENDED SILL SCALE:HALF SIZE SCALE!HALF SIZE SCALE HALF SIZE Q `c SCALE HALF SIZE SCALE:HALF SIZE 5 r� 1994'. g .143' 143' s 4.603" 30.225" 1.708' in 314" v 4.140" � 325" .043" 258" 297" .060 ASOR 3.963' .030R .054" .0 2" o ro 1.570' .510' u1 in e�6 1.625" .069" N o N co • 3.410' # i. $ 0.080' II 13 TYP. 6.8 SLAT/BLADE 7 6.8 STARTER \•721' 133' •682' 630' .096' 0.080' SCALE HALF SIZE SCALE:HALF SIZE c '�� m Etld R ^ 161 p .130' .0 2' N H�2.22' 0.115' ,^D OgOQ m N .621' 4 s10 �g RADIUS CEILING HEADER/SILL N 0.096' �gb WALL SILL �a� j 402" 310, o N SCALE HALF SIZE •180' .080' SCALE HALF SIZE rd RIS to 227" 630' ,080'Iiici 0.080' 09/RfiifPAYIILRMWiflOPE os4 15-2338 .CAM .420' PAM oewinmm 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE HALF SIZE �g WALL SILL CLIP SCALE.HALF SIZE SCALE HALF SIZE 3750 `\111111111/!/ �FRANKL BEi9NNARpO/P.Ery 125' 2.018' 10-24 THUMB S 280" `�\`��•'10EN '•.'9 N SCREW _ m STAINLESS STEEL ASSEMBLY m EN7l iL f o o 3200 HOLE c° '' _ No PECO46549 ro m � Nul ow - ni c1 w DSO" %" 24 WHEEL NYLONf u ^O �� •' * IItl 062' o O 1 7 = Q 0" STATE OF Wm sE 750" rn M L 5' MAX. L TYP AT EVERY OTHER �i/S rF� p�LL N1 'ZD RECESS SILL FOR USE WITH INSIDE JOINT AT TOP .870 ///S�DIVAI.�1\\ -U7J Y, N S 19 ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLID BRASS,NICKEL PLATED //1111111j1 L110 W07V¢ 22 ROLLER ASSEMBLY HOUSING-ZINC DICASTPOWDER COATED rrtnF g<Ly l7 SCALE:HALF SIZE 21 SLIDE ROD SCALE:HALF SIZE NOTE MAY BE KEY OPERATED OUTSIDE OR THUMB U0, m ��° SCALE:HALF SIZE TURN OPERATED INSIDE. Z W �sbw tx.250' 23 BRASS PUSH LOCK ° to p NYLON WASHER SCALE HALF SIZE In II!uj z d OR ALUMINUM .357' R) OIui (NYLON BUSHING q276 ""00.SS' 4.000' N� OPTIONAL) O. .500' 14 x 2-3/4"410 HT S.S. M INSERTS SCREW W/ N mrn INTO TC ULTRACOTE COATING m TRACK (TYP TOP&BOTTOM) 2'250'• o �y4 n NYLON BUSHING W/WASHER ,137' '1 5' 7/16-0 x 1/2"C.)INTERIOR JOINT TOP m y 7/16"0 x 1"@ INTERIOR JOINT BOTTOM FEL m EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' .. m BUSHING ASSEMBLY DETAIL SCALE:HALF SIZE /1� 0 m 24 SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK zm SCALE:HALF SIZE SCALE:HALF SIZE -m 1.978' 2.125' uu�� E17 .623' .236' .286' 1. .267' 2 702 2.642" 1.224' 1.11[1' 2 46S" 2.405" O .443' .443 l i m .090' m c m m m 2.289" 2.216" a 3 g 1.084' m _ m ,`- m r 1.200o1100"N .190250250" .125'1.068 ..239'496' v°�i ^ m m yE-1 Q vi_ N 3.443' 1.758' ni O! 3.476' 125", .125 in $ . . 19 .160' . 0" 125 .062' . . .176 2003 6.8 CENTER MATE UNIMATE LOCK MALE BOX CENTER FEMALE BOX CENTER OUTSIDE CENTER MATE INSIDE CENTER MATE a � $ 29 30 31 32 33 34 °�� SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE 12 a 29 dill 6 7/16"0 STAINLESS R.062' -, �� 5`4 STEEL NUT 40c NOTE ATTACHMENT SCREWS FOR g9E m 5.500' x 13/16' WIDE f- ,4110' ENO STRIPS SHALL BE#10 i0R% '� ' r. �� HEAD STYLE VARIES x OR PHILLIPS DRIVE SCREWS, ®®®pp ,b A 30 38 THUMB SCREW yr `pp N HAND-TIGHTENED ONLY. - Y SCALE:FULL SIZE .250'.r-� W MWaR > ^ a MACHINE%SCREWOR TAINLE SS 1"? 5/16"0 INTERNAL STEEL x `�P ~ .188' THREAD o c o.X °��a 09fiMFRAKL3900 RIL 4.500' TYP 37 T-SCREW INSERT n; ^.� ti F.254' 15-2338 .�--k.689' POWDER COATED,ZINC DIE-CAST c•i- SCALE:FULL SIZE � SGIEI DELTA MODEL 2022 SECTION A O T-LOCK ADAPTER Pea o6l�RON: INDUSTRIAL SYSTEMS 36 (OPTIONAL) ^ it 400 40b 40c z000' ti 3g BOX LOCK SCALE:HALF SIZE END STRIP 1" S3 SCALE HALF SIZE 39 2X7 ANGLE 2" & 3" EXT - - "- - - - - - -- - - - SCALE HALF SIZE _ - _ X•)'.125' - -- SCALE:. _HALF SIZE K I \`\\111)1111111 �N��NARDO�RE 9 . FASTENER Cal 18"O.C. EXISTING GLASS DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN EDGE �.•'1C IN ANCHOR SCHEDULE) DIST. m o? ^It:• No E004654 e= MBE SILL (INTERIOR) ALT. ALT.DIR CTION EMBED. 17LL odo OF ANGL LEG II II vW,^I�'LL 'O•' f iA ;ON (INTERIOR) 17 _ TATE OF MI 0062"THICK 6063-T6 ' ....... fm '$ A UM.ANGLE 1"x 1"MIN. EDGEDIST. AY BE REVERSED)(ANGLE LEG 3 4 21 29H // 111111%% Zw oW u aT FGA 3B 29 � �� S �Z ASTENER Cd 18"0 C (USE ANY 13 15 (� Q 1- ANCHOR SHOWN IN ANCHOR 13 U� �N JwD 13 13 13 21 38 23 29a 29D 7 V t m 13 SCHEDULE,1"MIN EDGE DISTANCE) TO & L^ D w 29 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW EXTERIOR WW PH IN i 6.80"(TYP.) OR S.S.SMS,3/16"0 ALUM INTO CENTERMATES 1/3 ( ) 20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE 6 = (EXTERIOR) Lq xw THREADED HOLE LOCATED Cal MACHINE BOLT&NUT SHALL BE 3/8" w MAX WIDTH UP ow w 1/3 AN TO 2/3 SPAN FROM Cal 18"O C TO 1"HEIGHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY SCALE:3"=l'-0" 5 8'-3" USE TWO THUMBSCREWS ON BLADES >8'-3",ONE Cal 1/3 SPAN SCALE:3"=1'-0" AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR OF BLADE,TYPICAL.FOR LOCKING CENTER MATES USE(1)BRASS PUSH LOCK SHOWN ON RANDOM j$ OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 SCREW I O THREADED MAY BE SUBSTITUTED WHEN USED WITH DETAILS 4J INSERT 37 AT 1/3 SPAN CENTERMATE #29 AS SHOWN,RECEIVING SEE END STRIP SCHEDULE .. WY TO 2/3 AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" —'s w BOTTOM OF SHUTTER "' FOR MAX SPAN WHEN $ RECEIVING HOLE SHALL BE 30 13 "'la i`J• USING c0a,106 OR 40c 3/8"MAX WIDTH,UP TO 3 a"' o 1"HEIGHT. END STRIP SCHEDULE y E o Z� aC P 2F Mpg I USE APPROPRIATE 9 — — — 1 ego(z.r) \\ uY�{ 72 160- 82 ` STARTER STRIP TO a .0 82 94• PROVIDE CLOSURE FOR112 BUILDING CONDITIONS. _ 1 13 132 5'72 eal E 3 1 23 Y B4O(3.7' 62 95• g (INSIDE) ® 82 STRIPN STARTER TO TRACK W/ q R 3'8)0®(4.'7•) 62 88" AT CORNER SCREWS m b 72 79. (H CORNER CILALTERNATE END STRIP DETAIL (HAND-TIGHTEN ONLY) o 1.6X!• 45 93' SCALE:3"=1'-0'• ANY TRACK 13 �¢� XO.093" 52 ANGLE 57 Sr W/SCREW BOSSES. c 4 W o 60 81' 64 78' o p SILL 70 75' w 2g N CD I 2•x3• 45 139' �'1 0 x0.125• 52 129' EXISTING GLASS a b' ¢ 13 ANGLE 80 mi... USE(1)BRASS PUSH LOCK USE(11 BRA55 PUSH 70 o INSIDELOCK OR 11I 5/16-18 _ `•' OR(1)5/1fi0 THUMB ( ) THUMB SCREW INTO 13 �a� SCREW I O THREADED THREADED INSERT 37 2"X4• 45 145• o� INSERT (p37 AT 1/3 SPAN SILL S'o d E E AT 1/3 SPAN TO 2/ X0.125• 62 13.5• "� Nu TO 2/3 SPAN FROM l S SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 67 ;� BOTTOM OF SHUTTER i•�dS SHUTTER.RECEIVING HOLE SHALL BE 3/8'• 64 121• 6 s MAX WIDTH,UP TO 1" 23 7 1 HEIGHT. 73 114' FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP 5 30 dD Om O TYPICAL OUTSIDE CORNER CLOSURE R SCHEDULE,END STRIPS REQUIRE A 1'1(1'.090'CLIP ANGLE MID SPAN 13 DETAILS WO CORNER POST 30 �AiONLWILMlW QOPE NTS 13 USING OR ON THE 13 23 ANSCREEWW OR 1//4-M BOLT1TO ENDS 31 3215 (OUTSIDE) 15-2338 SILL SD1ID. USE(1)BOX LOCK AT 1/3F ►AGN DOQII►RON: SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE �w=�" FFe�� a" J13 CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS " - __ _ _ SCALE:3"=1'-0'. t 2 FASTENERS ALUM. TUBE , `\\\11)11117/ FMN L. NARDOt P.E. 6063-T6 ALLOY - \ EACH ANGLE i' C2 CONNECTION TYPE - SEE TABLE A FOR SIZE. � REFERENCE ANCHOR EXISTING `� 1 ' SCHEDULE FOR MAX STRUCTURE C�•''1.1G 1"x 2"x 1/B'• SPACING OR 2"x 2"x t/8" C1 CONNECTION TYPE 1/4-20 MAQ E O ALUM ANGLE 1 REFERENCE ANCHOR W/NUT(A 12".0 �00465 THREE 3/16"0 13 I SCHEDULE FOR MAX ® #14 SMS 6:'0 C 7(I. ALUM SPACING 1/2" lu•: -10 (TYP.TQP-�BOTTOM) ry POP RIVETS 1/ �•. STATE OF z 'Oa OR 17 I ALTERNATE THRU BOLT W m BI 3/16"0 ALUM POP THREE#12 SMS, 17 RIVET OR #12 SMS _ RE EORENCEIA NCHYOR �0 C�S�I OR( '•�.�ORIO?.• u�?� N$ TABLE A(cm) @ 18"0 (TYP.) SCHEDULE FOR MAX. 00 OR // yyp, AL E �- I SPACING OJ'71,111111\ w IL=G 5 PRESSURE VS ALLOWABLE LENGTH I FOR A5iM o❑ _rnq 7 LQI.. MAY USE MALE OR II AI w00 PSF 2 0 1/8' 3'SC3�1l8' FEMALE LOCK-SLAT) SRAL 4 13 r 01 7y oym 00 NO 00 I &FOR HVHZ rQ�o L1WWW' 62 130" 188" 13 I _ GLASS SEPARATION x w SILL IAdU, Q w W U'+w"x z . 72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS \:. OR DOOR TO GLASS �P� l z^�m U3jLW 82 119" I7Y NTS a=wr pLUW TABU 02 110" 160•92 114" 165" ASLLp EDULECF_ �(TFRNA rf (OR 6OR �?_ ~p w 120 104" 14T TABLE B(a4) ALTERNATE THRU BOLT Dunnour MOUMr F 0� 150 CS CONNECTION TYPE (DEutLO 17 ,+ 9T 131" PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR o- 200 88. 114• PSF 22.W/ 3,SIU/BO SCHEDULE FOR MAX. MAX w O _ BI W S SPAN ER DESIGN PRESSURE C1 CONNECTION TYPE 1•• I /4"MAX FROM PIN62 113' 166" 12S IN. +/-30.1 PSF REFERENCE ANCHOR UIDE R TYPIBUSHING t�- 118 SCHEDULE FOR MAX. r- -1 \ WASHER ITYP 172 lOT IST 1211N. +/-31.1 PSF SPACING -II I `182 101' 14T 1N. +/-31.9 PSF `II I I F� a 8 92 95" 139• 1151N. +/-32.7 PSF __=J 14x3/4"SMS(nl 9"OCyd o 3E 1121N. s/-33.6 DSF ANGLE TO TUBE CONNECTION o 1�.I 102 90" 132" EXISTING O'o K 1I= N. +/-34.2 PSF 2"x 2"x.125" 120 fE�, 122" CONCRETE, EMBED. 6063-T6 ALUM.TUBE z 1071N. +/-35.2 PSF -m a ty 150 1051N. +/-35.9 PSF BLOCKOR 5 CONNECTION TYPE u200 • 94• 1031N. 4-36.5-1 W000 FRAMING REFERENCE ANCHOR Q 1-1/2"MIN FOR CONCRETE 2011N. +/-37.3 PSF SCHEDULE FOR MAX W FOR BLOCK OR WOOD 99 3/4"MIN SPACING 991N. +/-38.0 PSF E 3 95 IN. +/-39.6 PSF g FASTENER @tell 0 C 921N. +/-40.9 PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a (US E ANY ANCHOR SHOWN 891N. +/-02.3 PSF SCALE:3"=1'-0" O w IN ANCHOR SCHEDULE) o .@ B61N. +l-03.8 PSF 811N. +/-46.5 PSF ACCORDION SHUTTER w 781N. +/-48.3 PSF 761N. +/-49.5 PSF PER PRODUCT APPROVAL w m ra � ...... .. _ 741N. +/-50.9 PSF �r I < 3/16 RIVET OR#12 2"x 2"x +m 721N. +/-52.3 PSF SMS @ 18"O.C. OR 090"6063-T6 Fm� 701N. +/-53.8 PSF APPLICABLE AT TOP ✓'N m 5 , 1/4-20 NUT IL BOLT 17 ALUM.TUBE TYP AND OR BOTTOM a F $ e 68 IN. +/-55.4 PSF e (TYP.). 3/16"0 ALUM POP avf� ALUM. TUBE RIVET OR a12 SMS661N. +/-57.0 PSF w 2"OR 3" Fw �85 @18"OC.(TYP) x.2 w '-wm 12220 99ii 6063-T6 ALLOY FOR 1M ' SEE TABLE B 2 FASTENERS 2"x S"x ve" 0 5 IA FOR SIZE. x CONTINUOUS �-a y,,, 13 r u0ii.0,0 1/2"MIN. �q EACH ANGLE ALUMINUM ANGLE t"x 2"x.093" x Y x 3'R 2 x 6063-T6 ALUM OR EIN TIATION TYP. INSIDE GLASS &FOR HVH2 = Z w 1" 2.175" THREE 3/16"0 ALUM SEE 1ABLE 2 'A o_in CONTINUOUS OR 2°x ,�. POP RI V ETS OR 17 17 X pZm 2"Xy'xCONTIN0005 8 ANGLE,TYP 17 THREE ail SMS,TYP. OR DOOR TO GLASS H E 1 a a 6061-T6 ALUMINUM 0 o t"x 2"x 1/8'• U N ANGLE p 2, 0.9"MIN.THICK 6061-T6 wl! i OR 2"x 2"x t ALUM TRACK FASTENED ill NED Y¢1 }, B 13 ALUM.ANGLE 1416 ANG EXISTING 3 KSI O G! ��4 E FASTE TO ANGLE WITH 1/4-20 USE MALE OR FEMALE CONCRETE HOST MACHINE SCREWS AT 3' LWMfiRFRN/LL�ILNmOPE LOCK-SLAT) ,�„ - 5'6" C4 CONNECTION TYPE FROM ENDSAND9"O•C. 13 EO EO. REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 13 w SCHEDULE FOR MAX. Y4"0 ELM ULTRACONS 2-1/2'MIN. 15-2338 ljL SPACING AT 3'FROM ENDS AND EXISTING CONCRETE iCJI{L - - ^ #12 x7'GALVANIZED (OUTSIDE) EDGE DIST* 4"O.C.FOR BALANCE MOST STRUCTURE(3000 rA4xoesamloN: OR S. "0 ALUM. WITH 11]34'MIN PSI MIN) CC4TYPICAL CORNER CLOSURE DETAILS POP R , 4-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, EMBEDMENT AND 2Y, SEE TABLE C FOR MAX SPAN AND PRESSURES NTS MACHINE BOLT S NUT SCALE:3"=1'-0" MIN EDGE DISTANCE, " @ 18"O.0 BLOCK OR W000 FRAMING STAGGERED WITH 3' MIN.SPACING,TYP. F BUILDOUT MOUNT ,� - EE INSIDE SILL MOUNT SECTION _O SCALE NTS 1 n'l SCALE:3"=1'-0" _ _ _ _- `J _ i C5 CONNECTION TYPE FRANK L aENNARDO,P.E. REFERENCE ANCHOR EXISTING \\71111111 ��045FT9 ry' Z FOR 65Th] SCHEDULE FOR MAX. STRUCTURE �\ N FOR ASS o o a ESSENTIAL SPACING �� `�` GLASS ESSENTIAL o:w} 5"MAX 1/4-20 MA•ia11 �a.6LY FACIL171ES m p GLASS EE TABLE 4 w C7 CONNECTION TYPE OR DOOR 1iu GL DOOR ww m REFERENCE ANCHOR W/NUT(la 14' X OR SEE TABLE 4 r &FOR HVHZ iq &FOR HVHZ r a y m SEE TAOLE 2 r N=o o: SCHEDULE FOR MAX. #14 SMS(y b4¢.0 No PE00 6549 SEE TABLE 2 =w Q FOR MIN. 13 m w o SPACING /2•• (TYP TOP_8.ABOTTOM) FOR MIN. 13 N w w❑ SEPARATION == u^ IWI-o 1/4"-20 THRU BOLT W/ SEPARATION X N! TO GLASS w ❑TO GLASS ¢3 a #12 x 1/2SMS Col 120 C. XZmZmLOCK NUT Cal 12"0 C.OR m OR 3/16"0 ALUM POP ¢Jm¢¢ STATu #12 x 1/2"SMS(a 12"0 C E S Z RIVETS Cal 6"0 C. OR 1/4"0 E r o 011 ' s'••;cLORLLR 3/16"0 ALUM POP ALUM POP RIVETS @ 12"0 C Y SRIVETS[al 6"OC. ES. t ��QNCIOR 1/4"0 ALUM.POP RIVETS / 11 AND 2 / 1111 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN FOR 65TH r m4"MAX.FROM PIN IA 13 r _�AND 0 GUIDE R BUSHING GUIDE R BUSHING N ❑ 9TYP. FA ILITI '- toWASHER lTYP I WASHER(TYP} SEE TABLE 4 M w ASSEMBLY GLASS &FOR HVHZ mr2" 1/2"TYP EXISTING CONCRETE, w4 CONNECTION TYPE OR DOOR--ryl SEE TABLE 2 OMuWBLOCK OR WOOD FRAMING ❑Zt7EDGEREFERENCE ANCHOR FOR MIN. ¢ ¢¢¢ A 0 / SCHEDULE FOR MAX. SEPARATIONA F oar VI W xw w 3 CONNECTION TYPE DIST. REFERENCE ANCHOR SPACING AS SHOWN TO GLASS ✓� ow w / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG.10) ¢ .y4� DIST. REFERENCE ANCHOR / SPACING AS SHOWN SCHEDULE FOR MAX r ^ 3 CONNECTION TYPE IN DIAGRAM ON PG 10) SPACING ALT FASTENER ❑ '� �OR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w o SCHEDULE FOR MAX. 0 ki- I SPACING ALT FASTENERBLOCK OR WOOD FRAMI BACK ANCHORS NOT REQ'D 1/4"MAX FROM PIN WITH THIS LOCATION LOCATION FRONT AND C1 CONNECTION TYPE GUIDE TOBUSHING 1/4" OM INSIDE MOUNT SECTION REFERENCE ANCHOR WASHER(TYPAyBACK ANCHORS NOT REQ'DPIN GUIDE TO SCALE.3"=1'-0" SCBE U E FOR MAX 19 W•g2WITH THIS LOCATIONPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCETIANCHON YOR(TYP.) SCALE.3"=1'-0" SCHEDULE FOR MAXNOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EXISTINGSPACING �S e pTHE BASE TRACK MAY BE INSTALLED IN SECTIONS BLOCK OR WOOD FRAMING EMBED. p—.gqC WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS =m< / A MINIMUM OF TWO SETS OF ANCHORS AND ISA OO BUILD OUT MOUNT SECTION TYP BOTTOM MINIMUM OF 12"LONG THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE 3 1'-0" USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONSEXISTING u-1 F EXISTING CONCRETE, STRUCTURE E 3 G BLOCK OR WOOD FRAMING EDGE DIST. 4 CONNECTION TYPE C2 CONNECTION TYPE W/EXTRUSION #2 EMBED i CONNECTION TYPE o REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION #1 °1 R REFERENCE ANCHOR SCHEDULE FOR MAX REFERENCE ANCHOR p SCHEDULE FOR MAX. m E E SPACING SCHEDULE FOR MAX m SPACING AS SHOWN w - -5:6- SPACING IN DIAGRAM ON PG.10) 1416 /D,RO 1/2" 1/2'• Lll'' y 3 4 R AS w m r GLASS w r "'' w ❑ ! o q w w OR DOOR &FOR HVHZ 13 _❑p w r ai m TL 0 1/2" 0 w FOR� m #12 x 1/2"SMS[m 12 SEE TABLE ❑ u ❑w o •_,_ W r m O.0 OR 3/16"0 ALUM FOR MIN. LA z IA r >> w r SEPARATION N o m 13 r VI=o o 3 e I rw❑❑� POP RIVETS(al 6" OC. ❑ FOR r m=❑o OR 1/4"0 ALUM.POP X z a GLASS OR &FOR HVHZ ==Z u^ ea $ ES NAL ] 0`�' ¢ ❑¢r DOOR m r o N w ACI I EE 13 =_ _- RIVETS Cal 12"OC. F a m- GLASS r Z u w IA FOR MIN, Z O Z m OR DOOR ABL 4&FOR m o w u SEPARATION X w o: ¢ HVH2 SEE TABLE 2 X w❑Z m TO GLASS Y u o a r O 7/4-20 S.S MACHINE F II N ¢u p a I OT AND© 1/4"MAX.FROM PIN i33 SCREW 8 NUT(ol GLA55 F N 1/2" GUIDE TO BUSHING a Q� S 12„0 C G ASSEMBLY 1/2" TYP. WASHER(TYP) w f4]�i 66 pp 1/4"MAX FROM PIN o w o 1/4"MAX.FROM PIN X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2'• GUIDE R(TYP) BUSHING 6 ®® ¢ 10JR 20 WASHER T r "� x S 6 f WASHER(TYP.) EDGE REFERENCE ANCHOR &&rE84 �P T EXISTING CONCRETE, DIST SCHEDULE FOR MAX C2 CONNECTION TYPE 1V/ EXTRUSION #2 0�'RORNWKLBBN/ImOPE r 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 #12 x 1/2"SMS(al 12'• SCHEDULE FOR MAX. SPACING fWL• - SPACING.ALT FASTENER PAM DE8OtPTWX. I 6063-T6 ALUM ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. EXISTING CONCRETE, (MAY BE REVERSECI 0 SCHEDULE FOR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND AS SHOWN DASHED) SPACING OR 1/4"0 ALUM P BACK ANCHORS NOT REQ'D BLOCK OR W000 FRAMING _ I RIVETS(al 12"O.0 WITH THIS LOCATION pO WALL MOUNT SECTION E CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT 1' SCALE_3"= -0" _ _ SCALE.3"=1'-0" SECTION _.SCACE 73"=1'--0" FOR ASTM ESSENTIAL `\`11\11 111 bFACILITIES SEE TABLE 4&FOR HVHZ SEE TABLE 2 i EXISTING ALT LEG DIRECTION 1/4-20NS !;K GLASS OR MIN.SEPARATION TO o a STRUCTURE MACHINE OR GLASS 1300 ry (2)6063-T6 ALUMINUM BOLT W/NUT OR Ix w r ANGLES PER BEAM END, 12'•0 C OR - No PEOO465 o= 'I SIZE PER SPAN TUBE _* 9 Fw p 7/4"0 ALL I SCHEDULE SMS 63 O C. - POINTS SOLID $ SPAN TUBE SCHEDULE rr1nf o a z J SET ANCHORS - y: m N _�'1 WITH 7/8"MIN _ SPAN TUBE NUMBFROF �'0' PER DESIGN ALLOWABLE TUBE NUMBER OFY17lA.tSdI�E!!O Q = M N z EMBEDMENT IN - - ANCHORS PER pct` X TUBE SHUTTER SPAN THRU$OLTS ETV W I < CONCRETE OR r ACCESS HOLE SCHEDULE ANGLERIDP, to a8N 1 Y F w w BLOCK,3"MIN SIZE SPAN iLLIH J $ C)H SPACING AND TOP BOTTOM TOP BOTTOM 70P BOTTOM TGfj U7 M, �9 2 j o 3"MIN EDGE Z. TUBE TUBE TUBE TUBE TUBE TUBE TUBE// /T 1 L LLN .i 1 \ DISTANCE. O 2 2 = X z"' 80' 123.8' 135.2 2 2 2 3 4' 7' Z LL 3 d �Y 5 6 Op 0.125' 107.T 108.9 2 2 3 3 T 7' f11 f1 1Q�S �� IF 3MIN 1416 VUm 123' 89.9' 94A' 2 2 3 3 T T LJ 4l O«� Z� I ED DIST Co. 128.1' 157.0 2 2 2 3 4" T Z u FOR A5TM ESSENTIAL FACILITIES UI¢ 2k6'x W ON w 13 0 98' 114.8" 124.1' 2 2 3 3 T 7' w SEE TABLE 4&FOR HVH2 SEE 4 z 0.125 O W Z ]I/'."MAX FROM PIN GUIDE A w Q 123' 1028' 109.8' 2 2 4 4 10' 10' �?�" a TABLE 2 FOR MIN.SEPARATION a 60' 138.0' 186.9' 2 2 3 3 T 7' N C I TO BUSHING WASHER ITYPA GLASS L W OR DOOR TO GLASS �N 2w"x lU ! 1/4"0 THRU BOLTS =¢¢ 0.175' �� 122.T 156.T 2 2 3 4 T 10' TWO 1/4"0 W000 m W '+ ! LAG SCREWS(al 24" SEE BEAM r w< 123' 115.4' 1376' 2 3 4 5 10' 13' NO O C MAX WITH 2" l7~ 80' 158.1 240.D' 2 2 3 4 T 10' 3"MIN. SCHEDULE FOR (- THREADED PENETRATION z 2511051 1. "T"INTO CENTER OF STUDS ED.DIST. EQUIRED NUMBER "'p 0.1875' 140.8' 229.8 2 3 4 6 10' 16' S 6 J v=i 123' 1327 203.1' 3 4 5 7 13' 19' .� EMB."T• 14 SMS[al MIDSPAN BETWEEN 1L 16 7/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: i6 STUDS FOR TRACK TO 1"x 4" - TO BUSHING WASHER ITYP 1 1. USE 2x3 xl OR x x.1 4'ANGLES FOR 2"xS'&2'x6"BEAMS. 1/4"0 ALL 2. USE 2'x5"xl PLYWOOD 8, TUBE CONNECTION POINTS SOLID m 3. USE BEAM SCHEDULE FOR DETAILLI®2"x10'BEAMS. va STUCCO FINISH 1" 4•• 125" SET AS SPAN TUBE PER DESIGN 4• TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN LLI 6063-T6 ALUM.TUBE WITH 7/8"MIN - •+- f SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED -y EMBEDMENT I N TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. F C Q 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 ya 6 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING BLOCK•3"MIN _ SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN �M.Sa SPACING" 3" I W/NUT[al 12"0 C TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ir 6 ALUMINUM MIN EDGE gNGLES PER BEAMEND, OR#14 x 3/4'SMS(alWALL MOUNT SECTION THIS DETAIL MAY DISTANCE SIZE PER SPAN TUBE 6"0CANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN m I SCALE:3"=1'-0'• ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. EXISTING 6. LAP BEAMS ARE NOT ALLOWED. u AT TOP ACCESS HOLE $ STRUCTURE EMBED. LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. E I0EI1--0T� c Lu p MAX.DESIGN LOAD=s 72 PSF 5555 OBEAM SPAN SECTION R -GLASS w SCALE:3"=T-0" FOR ASTM ESSENTIAL ~ 6 I FACILITIESSEE TABLE 4& OR DOOR 73 Z) 3 1 m FOR HVH2 SEE TABLE 2 O FOR MIN.SEPARATION TO VI �� EXISTING WOOD o 1 GLASS X z TRUSS OR RAFTER 1/2" 3" 1/2" "1 < as @ 24"MAX.O.C. F N EXISTING FINISH MATERIAL i i _l w I = 5 6 : it �....waL] . IL�yg - 1/4"MAX FROM PIN GUIDE 1"x 4"x 1/B"6063-76 I i,, 14 16 TO BUSHING WASHER fTYP.I ALUM TUBE W/THREE m 1/4"TILE(TYP) 1/4"0 WOOD LAG " \ �I ri I'i zSQp�@@ FINISH MATERIAL SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED / \ 9!9!5( 1/4"0 A325 GRADE THRU BOLT Cas 7"0 C PENETR."T"IN WOOD ca c-a• e ER OF TRUSS. OR 5/16"0 A325 GRADE THRU BOLT(a5 12"O.C. ACH RAFTE ` GAL V,OR S.S. 24"O C MAX WHERE I 5 6 TUBE EXTENDS BEYOND If EN 0 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRU55 MORE THA +.� ! 5"O C W/1-1/4"MIN EMB 6"• EXTEND TUBE TO \ w w 2"x 5"x 1/B"6063-T6 OR 1/4"0 LAG SCREW(al 9"O C W/1-7/8" NEXT TRUSS \\ w W?�m ALUM ANGLE W/THREE RJR > 1/4"0 WOOD LAG g8 MIN EMB. IN WOOD SG=0.42 TO 0.55. ur a SCREWS WITH 2-3/4" OWMI HTHR RLBBRARDOPE 1/L-20 S.S.MACHINE SCREW(il - 13 _ / 12"0 C.IN BETWEEN TRUSSES ==z u w MINIMUM THREADED EXISTING CONCRETE, 'ALO -,n PENETR."T"IN WOOD 15-2338 HOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON - CO) !f WOOD FRAMING SEE 2"z S"x 7/8"CONT BACKSIDE OF TUBE OR#14 SMS X z o z m EACH RAFTER OF TRUSS, ftYUID - ANCHOR SHIN BASED ALUM AN (6063-T6) (al 6"O.C.MAX.IN BETWEEN <`J a G 24"L C MAX WHERE MGeD�7IONt ON TYPE OF STRUCTURE � �vai~ ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX DESIGN LOAD_72 P.S FI 6", EXTEND ANGLE TO ' PASS THRU DETAIL NEXT TRUSS (MAX DESIGN LOAD x 72 P.S F 1 Gs cALE 3"=T-0- O TRUSS MOUNT SECTION U K SCALE:3"=1'-0" __ __ _ __ __ - _ - _ .__ _ U1�NARDO,P.E. GLASS OR ��` •'�" DOOR FOR ASTM ESSENTIAL C(,' FACILITIES SEE TABLE NO E00465 GLASS OR Z GLASS OR 4 k FOR HYHZ SEE I I DOOR - DOOR m TABLE 2 fOR MIN. w I I FOR ASTM ay FOR A ¢ SEPARATION TO CLASS �+m ---- --- --- ---- N waxF ao M,.,�a I I LLJJ o SEE Fwu.r E F� Fw�� I �T'. 331 4&FOR F ti T TABLE 4 k FOR 2 FOR MIN. w a 2 FOR MINts t7 SEPAGATSSN TO z N O SEPAGLASSN TO = =In r 73 '/' o v 4"MIN. //%/o l IA i7Op X /fit W=� WF% 13 F a 13 x w i Cl CONNECTION TYPE E °a RADIUS HEADER MOUNTED ->u a w I- w o REFERENCE ANCHOR G PARTIAL ELEVATION �4 « m SCHEDULE FOR—MA SCALE: 3"= 1'-0" Z p 20 In 28 as SPACING y 250" W O~9 .250" a .i' ; Q / If 0 C4 W TH 1-1/ Cal 24" `C6 CONNECTION TYPE w N dSc'w 0 C.WITH 1-1/4" MIN REFERENCE ANCHOR LO N M !I B 18 O MWj ui o EMBED SCHEDULE FOR MAX _ p SPACING j� EXISTING CONCRETE OR /E E GE EXISTING \ BLOCK ONLY.WOOD \FRAMING 8 WOOD ANCHORS I STRUCTURE / -\OT ACCEPTABLE / EXISTING HOST STRUCTURE EO b WALL MOUNT SILL DETAILMGITERIq LSTING ------ W /4"MAX FROM PIN DGE \ SCALE:3"=1'-0"� GUIDE TO BUSHING DIST \ O DECORATIVE FLOOR TRACK DETAIL T-6OCUT IN 4"INTERVALS WASHER(TYP RECESSSILL DETAIL \ SCALE 3-=1'-0" O FORM U/q��E(SEE n W 8 OM \ DETAIL Pt LJ FOR ADDITIONAL Fzall 3 ~ pI SCALE:3"=1'-0" INFO) TYP TOP 8 BOTTOM ® / \ FASTENER EACH 4"CUT Cal vpoi - o — \ SEE ANCHOR SCHEDULE BASED _ o i a �_M 6�°O m ON C 1/4"MAX FROM 4 CONNECTION TYPE TO a m '. o'o ' VERIFY ANCHOR SPACING <�am m� m d PIN GUIDE TO , IS ACCEPTABLE 13 y^ x m m m w o"'o c BUSHING WASHER w w w w =r m yY m ITYP.) w a '• ' momi E u1 �ri N E 1/4"MAX.FROM PIN GUIDE TO BUSHING WASHER(TYP.) TYP. BOTTOM 1/2" rr, 1/4-20 MACHINE BOLT STRUCTURE W/NUT Co)2"O C 19 CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL Pl P2 ) MATERIAL 1 CONNECTION TYPE I �wme REFERENCE ANCHOR a _ � SCHEDULE FOR MAX Q33 1"z1"x1/8"8 1"x2"x1/8'. SPACING(FASTENER bp, 6063-T6 ALUM ANGLE CUT TO 1-xl-xI/8"8 1-x2-x1/8" (al EACH 4"PIECE �� ■!a MATCH AND PROVIDE SUPPORT 6063-T6 ALUM ANGLE CUT TO OP CURVED TRACK SECTION DETAIL 6 OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS SCALE:3-=V-0" F @p! FRONT OF EXTRUSION IS FRONT AND BACK WHERE m CONTINUOUS,REINFORCEMENT FRONT OF EXTRUSION IS PZ p+ IS NOT REOUIR ED CONTINUOUS REINFORCEMENT �' IS NOT REOUI RED. P) >4 '•`T'<::'. ;anti;.,,; CONDITIAPPROVON.MIN OF I TWO PER MBti __-�1LN' r; APPROVED MOUNTING PIECE "' CONDITION,MIN.OF TWO PER r'' rtRWRLb9MI l-E 4 ECE APPROVED FASTENER AND PI APPROVED FASTENER AND - 15-2338 i SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SCRAM TWO FASTENERS PER CUT TWO FASTENERS PER CUT PIECE PIECE PAGE GEBWWROII: I OP1 TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS SCALE:3"_ -0" O SCALE:3"_ -0" ANCHOR SCHEDULE: CONCRETE FRANK L.BENNARDO P.E., /PE0046549 t"'•`.�+: 2 x 8 ITYP 1 2 x 5 OUTSIDE I11L L11) / TOP FLANGE (�1 2.3"MIN EDGE DISTANCE ANCHOR(SEE SPACING ��\�. �-• � G Spans Up To 6'-0" Spens Up To B'-8" Spans Up To 13'-0" SECTION XI .••TEN •y /��QQ Iy LOAD CONN TYPE CONN TYPE CONN TYPE O SF Qt&05 Cl C2 I C4 CS C6 1/4"ITW TAPCON OR ELCO HOR (48 16.0"16.0"1 0"16 0"1 0"16 0"16.0"16.0"10.5"1 0 0"15.5"16.0" 6 5" 0" 9.5" 9.0" O O p * No PEO�6549 _ ULTRACON WITH 1-3/4° 62 16.0"16.0"12.5"12.0"16.0"14.5"16.0"16.0" B.0" 7. 1 .0"110.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" - >f 1 z S(T YP.1 3 OR 4 HEADERI LL EMBED(3192psi MIN CONC) 72 16.0"16.0"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" 6.0" 1 x S(�INSIDE � �� .• - 7 g 110 14.5'14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.S' fi.0" 7.5" 6.0" 5.0" BOT FLAN E ANCHOR(SEE SPACING �T•, STAT 9 WADY SECTION X f 200 J.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" ) OF W M SIDE CLOSEST TO OPENIN 1P3;'•.,ORIDA 0�4J 1/4"MILLENIUM MILLFASi 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" 9.0" 9.5" / ` MIN CONCRETE) 72 (3275ps1 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" 8.5" 7.0" 4.0" 4.0�� 4.5" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING ��'/�Nq�IENG` W oui= � 110 13.0"13.0" 6.0" 5.5" B.0" 9.0" 8.0" 7.0" 4.0" rw 4.5" 6.0" 6.5' 5.5" 5.5" U • € � SPACING DIAGRAM FOR Cl CONNECTION TYPE: W 200 6.S' S.5' S.5" 6.5" 5.5" 5.5" 6.5" 5.5" 1/4'ELCO CRETEFLEX 554 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"16.0"10.0" 8.5" 12.5'14.0" - Cl CONNECTION TYPE USING PIECE Q OR & Z af9, ww� W/2°EMBED(3350ps1 MW 62 16.0 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"10.5'16.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" W O' W = CONC) 72 16.0 16.0 15.5 14.5 16.0"16.0"16.0"16.0"10.0" 8.5" 12.5"14.0"12.0"10.5' 6.0" 5.0" 6.5" 9.S' 7 /jlICOMBl.NATION 3� .. 110 16.0:116.0 9.0" 8.0 11.5'13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" s Z 2 z 5 ITYP I 11 / COMIATION in W w200 10.0" 8.0 5.0" 4.0" 5.0 B.0 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0"1"MIN EDGE DISTANCE 9 / COMBINATION CI 1/4"ITW TAPCON OR ELCO Cl C2 C3 C4 CS C6 CI C2 p rx CS C6 Cl C2 p C4 CS C6 O 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" EMBED(3192ps1 MIN NIC) 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(3192psI MIN CONC) 72 16.0"16.0" 4.9' 4.5" 16.0" 5.0" 15.0"15.5" 9.5" 9.0" 7.5" 4.5" 110 14.0"14.0" 8.5" 8.5 7.5" 4.5" T. 1 x 5(TYP.1 2 x 5(TYP 1 ^ 200 7.0" 6.0" 7.0" 6.0" 1/4"MILLENIUM MILLFASi 48 16.0 16.0"130"13.0 16.0"13.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11.5'11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0" 9.0" 8.5" 16.0"10.5'14.0"15.0" 5.S" 5.0" 9.5" 7.5" 8.0" 7.5" 4.5" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: m MIN CONCRETE) 72 16.0"16.0" 7.5" 7.0" 16.0" 9.5" I1.5"11.5" 4.5' 4.0" 7.0" 6.5" 6.5" 5.5" C3 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE �Fa 110 SO.S'10.5' 4.5" 40' 6.0" 6.0" 6.5" 5.5" 4.0" Q ANCHORS ONLY 200 5.5" 4.5" 5.5" 4.5" - Cl CONNECTION TYPE USING PIECE Q OR © WITH 1-1/4-MIN EDGE DISTANCE OUTSIDE ANCHORS ONLY pa 0,t^py 1/4"ALL-POINTS SOLID-SET 2 u ANCHOR W/7/8"EMBED& Cl I C2 C3 C4 CS I C6 Cl I C2 I C3 CA CS I C6 Cl I C2 I C3 I CA I CS as .m< ANCHOR NOTES: 1/4-20 SS MACHINE SCREW 48 16.0"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"13.5" 3.5" 6.5" 4.5" � Yp (3000PS1 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" S. 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 8 72 16.0"16.0" 5.5" 5.5" 16.0" 7.0" 10.5'11.0" 3.S' 3.5" 6.5" 4.5" 6.0" 5.5" 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ;mp a LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). •� 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5' 6,0" 5.0" 3.0" ~ E 3 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, c g 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR LIa a 1/4'ALL-POINTS SOD-SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8'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. .p 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"16.0t16.D-' .0"16.0" 8.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECRON TYPE.(3000ps1 MIN CONC) 62 16.0"16.0"1fi.0"15.0"16.0"16.0"16.0"16.0"10.0" 9.0" 15.0 .5"11.5 6.0" 5.5" 7.0" 9.0"72 16.0"16.0"13.0"12.0"16.0"16.0"16.0"16.0" 8.5" 7.5" 11.0 .5" 9.0" 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE•� 110 16.0 16.0" B.0 7.0" 10.0"11.0"10.5' 9.0" 5.0" 4.5" 5.5" 5" 7.0" 4.0" 3.5" 4.S' 6.S` BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER r_ 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.S' ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 I C3 C4 I CS I C6 Cl I C2 C3 C4 CS C6 Cl C2 I C3 C4 I CS I C5 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ."'.z^ e�y 1'EMBED(3000ps1 MIN 48 16.0"�16.0:: 16.0"16.0 16.0 16.0 10.0" 9.5" 16.0"13.0"12.0"12.5" 6.0" 5.5" 7.5" 9.0" ONLY.CONC) 62 16. " "16.0"14.5IS.O"16.0" 7.5" 6.5" 10.0"10.5" 8.5" 8.07.0" Nil 111 72 16.0" 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 INSTALLED110 11.0" 6.S' 8.5 7.0" 6.0" 6.0" 5.55.0" LENGTHIN S SHALL EANCE AS NOTED AND DO NOT�INOCLUDE OSTUCCO OR OTHERE�200 5.5" 5.0" 5.5" 5.0" 5.5" 5.0" FINISHES. 3-1/2-MIN EDGE DISTANCE Fe 1/4"POWERS SS DROP-IN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 0 S�o m W/1/4-20 SS BOLT AND CS C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 p C4 C6 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING m MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR gl 1'EMBED(3000psi MIN 48 16.0"36,0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6.S' S.S' 8.0" 9.S' SIDE CLOSURE PIECES. B( .0 CONC) 62 16.0"16.0"13.0"12.0 I6.D"15.5"16 0"16.0" 8.0" 7.0" 10.5"111.0"19.0', 8.0" 5.0" 5.0" 7.5' tl0 72 16.0"16.0"10.5" 9.5 16.0"13.5"13.0"13.0" 6.5" 5.5" B.0" 9.5" 7.5" 6.5" 6.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER _ •L�� ... 110 12.0"11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN.)WOOD 5411D.3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL € 200 6.0" 5.0" 5.5" 6.0' S.0" 5.5" 6.0" 5.0" 5.5' HAVE PHILLIPS PAN HEAD OR HEX HEAD, S 2"MIN EDGE DISTANCE R 812 SMS W/2"EYEWALL Ci C2 I C3 C4 CS C6 Cl C2 C3 I C4 I CS C6 Cl C2 1 C3 I C4 CS C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OFTHREADS IN 00PYIQMTRUNSLBB/YIZ40PE ARMOR INSERT W/2"EMBED 46 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" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000p.1 MIN CONC) HEAD(SIDEWALK BOLT),U.C.N. 15-2338 62 16.0"16.0" 9.5" 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" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. r...: 72 16.0"16.0 8.0 7.5" 16.0 9.5" 14.S'15.0" 5.0" 4.5' 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" - 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" PAG!DD1�fIDi6 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 3.5 7.0 5.5 3.5 3.5 7.0 5.5" 3.5" 3.5" NUT O0.WASHER WINGNUT. 612 SMS W/2.75'EYEWALL 46 16.0"16.0"16.0"16.0".16.0"16.0"16.0"16.0"11.5'11.0"16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5" 9.5" or 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, ARMOR INSERT W/2.5' 62 160"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" " EMBED(2000ps1 MIN CONC) 72 16.0"1fi.0"11,0"10.5"16.0"13.5"16.0"16.0" 7.D" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4IL .0" 6.0" 6.0" Il. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 110 16.0"16.0" 6.5" 6.0" 10.5" 9.0" 11.0" 9.5' 4.S' 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 CONCRETE SCREWS TO HOLLOW BLOCK - -- O I _ 200 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.S' 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5 5.0" LLLIII • � I `� a' �''`` .• • ■®�70©Om©©mOmm©©m©m 0m©m�i�0©©00�m©©0©m 3-1/8"MIN EDGE DMANCE CONN WPE C ..TYPE CgNNrYPE CONN TYPE 1-3/4'EMBED(3500PIJ MIN Tuli :ONN TYPE 1_1/4"EMBED //%i%/////:'%///%///J//%///J%'//J/////////%:%////G,'///////.''/////G,%/J/%%///G,%///% ///''////%i%///%%//%''/////%%////..%////%////.'//////%/////.%///%i%//%%//%i%/////•%/////%//// - m®®mm®mm%///%%////.®mm%////.%//%i%///®®��®�M%////%///%®m�%///%%%//%i%/////. EMBED m��,'//%//////mmKo%///%%//%i%J////.mmm��mmmmm ANCHOR W/1-1/4'EMBEm��mm�m®%//`%///mm%///%%////.%//%i%////.®®m®®®m%////%f/%,mmm%////,%//%i%//// 0mm'%///%i%%////. ®®%///%'////%i%///%%//%i%///%%J/%%///%%////.��mEE�mm%/Offiv/%J�/////:%///% �ma2%////%//////%O//%//J/.%///%%////.%///%%//%%//%i%oMR,M/%i%///%%/J%mm%///% %///%%//%%////%/////.%/%/%/////.%//%i!//////,'%//% ME NZ, �mmDD©mD©m©mm©mmmmm0mm00m©mmmm© mmmmmmm%/////.'mmm%/ mm Im 1-3/4'EMBED m%JJ///%/////.%//////.%/O//.•'/J/////.%/J///."'////Z//,VO//.'/J///%'/////J/.%/////.'%///%%/J%%JJ/%V/J%iEmm®®ImEmEmmm®mmm%/////.m //O////%/i% %//%i'!%/m'!%J/%i%//%%//%igg %///'%//FEV/1, '%////®®mmmmmm%/J///.mm%////%///%//////// �m©©ommmmm©mm©m©mm© XT mmmo©mmmmmmm ®®iii%iaiiiiia mm[m%/////////mm ///%J///, O///.m///mmmmEmmm0V///%'/////J.,m�f/J// %iiiiiiiiiii iii/iii iii/moi/ iiiii,mmiii iiii�iiii iiiiiiiiiii = 11 Will FRANK L BENNARDO,P.E.�'-i \\\I #PE0046579 ,. _�,_ �• No PE0046 D r4 A ' 4,m. o3 z ANCHOR SCHEDULE: WOOD (G=0.55) STATE OF WPI $S ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ' ''•�<oRiDP.••' Eg 3/4"MIN EDGE DISTANCE �LL N 2"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans UD To 8'•8" 5 ns \ C Spans Up To S-0" $pans Up To 8'-8" $Dana UD To 13'-0" O LOAD l\\\ W 0 •_ 8 G+ CONN TYPE CONN TYPE CONN ZI�� Ru�U.. Ci O CONN TYPE CONN TYPE CONN TYPE O ANCHOR O ANCHOR x Cl C2 C3 C4 CS Cl C2 C3 CA Cs Cl C2 C3 C4 CS UAL ggg x Cl C2 C3 .5 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1/4'LAG SCREW WITH 1-3/4 48 16.0 16.0,1111.5"11.5"116.0"16.0"16.0" 7.5" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0" 7 DL m w 1/4'POWERS TAPPER+W/ 48 35.5"15.5 6.5 6.5" 15.5"10.5"10.5" 4.0" 4.0" 10.5' 6.0" 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 8.5' 8.5' 16.0"16.0"16.0" 5.5" 5.5" 16.0"16.0"15.5' 3.5' 3.5" 9.S' L y 9 1-1/4"EMBED 62 12.0"12.0" 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.S' W vi°W 72 10.5"10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0"1fi.0" 4.5" 4.0" 13.5'14.0"12.0" 3.0" 2.5" 7.5" 11.5' 9.5" 2.S' 2.0" 6.0" 3.ISL ¢¢¢Ln 110 s.5" s.S' N W 6:.z z 200 11.5' 9.S' 2.S' 2.0" 6.0' 11.5" 9.5' 2.5' 2.0" 6.0" 11.5' 9.5" 2.5" 2.0" 6.0" 200 in 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5" 9.5" 16,0"13,0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5' 3.5" 3.0" 4.5" W ui #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" 1.13"MIN EMBED 8 1/4-20 62 14.5"14.5" 6.S' 6.0" 14.5' 9.5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.S' 2.0" 3.0" .Ni ARMOR INSERT W/1-1/4" 62 14.5"14.5" 6.0" 6.0" 14.5" 9.S• 10.0" 4.0" 3.5" fi.0" S.0" 4.5" 3.0" SS MACHINE SCREW 72 12.5'12.5" S.S' S.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" O EMBED 72 12.5"12.5" 5.0" 4.5" 11.0" 7.5' 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" p "� SiD 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" x 110 7.0" 7.0" 3.0" a.0" 4.0" 3.5" 3.5" 3.0" 0 200 3.5" 3.0" 3.5 3.0" 3.5" 3.0" 200 3.5" 3.0" 3.S' 3.0" 3.5" 3.0" #14 SMS #14 WOOD SC 48 16.0"16.0"13.0"13.0"16.0"i166.O 16.0" 8.5" 8.0" 16.0"16.0"16.0" S.0" 5.0" 12.0" Gi d ON R�H i-3//O:4EMINTMA EEA+ 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" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK PENETTWTION 72 16.0"16.0" B.0" 7.5" 16.0"16.0"16.0" 5.0" 5.0" 12.0"11.5"10.0" 3.5" NNE 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.S' 4.S' W 8 4"MIN EDGE DISTANCE 200 9.0" 7.5•' 2.5" 2.5" 4.5" 9.0" 7.5' 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" - rj Spans Up To 6'-0" Spans Up To 8'-8" Spans UD To 13'-0" 1 LOAD CONN TYPE CONN TYPE CONN TYPE y(L _ ANCHOR (P� Cl C2 C3 C4 C5 Cl C2 C3 C3 CS Cl I C2 C3 C4 CS 7.6 0.1 5/16'ITW TAPCON XL W/ F 16.0"16.0"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' ANCHOR SCHEDULE: WOOD (G=0.42) °m a 2-1/4"MIN.EMBED 16.01'16.0"16.0"16.0"16.0"16.0"16.0"12.5"11.5"16.0"16.0"16.0" 8.0" 7.0" 10.0" 3/4-MIN EDGE DISTANCE 16.0"15.5'16.0"16.0"16.010.59.515.5 . . . . . G Spans Up To 6'-0" Spans Up To B'-8" Spans Up To 13'-0"16.0"16.0"10.0" 9.D" 14.0"14.5'12.5" 6.5" S.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" O LOADCONN TIRE CONNTYPE CONN TYPE - E12.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0" S.5" 4.5" 6.0" 32.0"10.0" 5.5" 4.5' 6.0" _ ANCHOR (P� Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C51/4'LAG SCREW WITH 1-3/4 48 16.0"36.0" 9,0" 9.0" 16.0"16.0"16.0" 6.0" S.5" 16.0"16.0"16.0" 3.S" 3.5" 10.0"5/16' MIN UMBER N W/ 16.0"16.0"13.5"13.5'16.0"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0"m2-1/4'MIN.EMBED 16.0"16.0" 9.S' 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" 25" 2.S 6.0"16.0"16.0" 7.S' 7.0" 14.0" 9.5" 9.5" 6.0" 5.5" .. g 110 8.5" B.S' S.0" 5.5" v 72 16.0"16.0" 5.5" S.5" 16.0"16.0"16.0" 3.5" 3.S' 10.D" 9.5" 8.0" 2.s" 2.0" 5.0" 0 110 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" u s 200 a 200 7.5" 6.0" 2.0" 4.0" 7.S' 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" � o 2"MIN EDGE DISTANCE #14 SMS #14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"I1.S' 3.5' 3.5" Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C6 CS 0 OR1/4'GDWERS 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" #12 SMS W/2'EYEWALL 48 16.0"16.0"30.5"10.5'16.0"16.0"16.0" 6.5" 6.5" 16.0"12.5'M43,5" 7.S' O W 1-3/4'MIN THREAD 3 PENETRATION 72 16.0"16.0" 5.5" 5.5" 16.0"11.0"11.5" 3.S' 3.5' 7.0" 6.S' S.5" 2.0" 2.0" 3.5" ARMOR INSERT W/2"EMBED 62 16.0"16.0" 7.5" 7.5' 16.0"15.5"16.0" 5.0" 4.5" 10.5' 9.0" 5.0" 110 10.5" 3.5" 3.0" 6,0" 6.5' 5.5" 2.0" 2.0" 3.5" 5.0" 4.5' 2.0" 2.5" Q Q 72 16.0"16.0" 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 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" 3.5" 7.0" 7.0" fi.0" 3.5" 6.0"200 6.0" 5.0" 3.0" 6.0" 6.0" e! } 9_ H, ANCHOR NOTES:SEE SHEET 0�'Rfi017iA1KL®W1D0 PE 10 FOR ANCHOR NOTES. 15-2338 j sour: - PADl DEWD9RON. 7 I - 99 ROUND WINDOW �� BE �'� �NE0006549 NMW�P.E+ ASSEMBLY � EDGE OF ACCORDION 12•MIN FROM _ILS: No PE004654 Q/- SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION _ 0.125' TOP OR BOTTOM SHUTTER BLADES 1I7L -O'. { 0.032" 0.032";0.1�" STATE OF �pN f dp 'O'C�S•.FCORVOP'.•� wm,., 8 0.196" O i i Z ,�S/0NAL 1 lf apo WW •_ IV j .N.,LW7 O 2.875.0 HOLE TO RECEIVE ROUND 3.5"MIN �Z� JQ Q w~ WINDOW ASSEMBLY TYPICAL [�4 �t Y01 `X L=6 WW N 02.875• - Y0.188" 2.875'0 HOLE(TO RECEIVE +J u $' 03.250" ROUND WINDOW ASSEMBLY) Ul W dxw MAXIMUM OF 3 WINDOWS OW w LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE too SABIC PLASTICS SLX1431T-UL-94HB sg ROUND WINDOW z LIGHT-N-VIEW WINDOW nASSEMBLY 13 N.T.S. EXTERIOR ELEV m� m C 12"MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION y f� TOP OR BOTTOM SHUTTER BLADES ms;a p RECTANGULAR zm .NNDOW ASSEMBLY 1 BLADE W ROUND WINDOW g EDGE OFOF ACCORDION 13 N.T.S. EXTERIOR ELEV SHUTTER BLADES �-2.210•-� Fc 3: T- F o 0.145° 1.210" 0.145° 0 3.5'MIN a m v TYPICAL fO o o 1.500°x 6.000'Z.E(f0 RECEIVE RECTANGULAR LL o WINDOW ASSEMBLY) 1.500"x 6.000•HOLE(TO RECEIVE '�^ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) r`i .161° PER EVERY OTHER BLADE 093° .020• 3 RECTANGULAR WINDOW c @ o o N.T.S. EXTERIOR ELEV w � DIA. 0.500' 0.500" `^ -1- --' (INT.) n rr 3.5"MIN. RECTANGULAR WINDOW ASSEMBLY ( RECTANGULAR WINDOW NOTES: .psp5 _ TYPICAL po T---�po A ') 145" 1. THE RECTANGULAR WINDOW SHOWN IN i 5/13 IS MADE FROM GE XL10 LEXAN WITH '• - ey I I o 0.355° o c �� 0.075°MINIMUM THICKNESS. a i O 2. FRAME FOR RECTANGULAR WINDOW MAY i 0.145' BE NYLON 6 OR POLYCARBONATE WITH A Hill • MINIMUM THICKNESS OF 0.161.ATTACH WPMIRFlWRL®fiMmO PE I TO BLADE WITH(6)04 SS SCREWS OR QO L___J OO 1.856° }-0.177" ,.355" BOLTS WITH NUTS. 15-2338 _ A SECTION A-A PAW Cpl BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV i 4/11/2018 Florida Building Code Online 1 rd .#•. i fie. 'fa:� �tr ! ` BCIS Home ( Log In User Registration Hot Topics j Submit Surcharge Stats&Facts ; Publications*� FBC Staff BCIS Site Map Links i Search i a ra Product Approval USER:Public User db� t Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived d Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory1, V Accordion 0 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI Indep2.pd FL13757 R6 COI Indep3.pd 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 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2 4/11/2018 Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Enuivl.(-if FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Equiv Equiv1pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.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 span/pressure FL13757 R6 AE Eval2.pddf 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 R6 II Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pd anchorage,etc. Created by Independent Third Party: Yes Sack Newt Contact Us::2601 Blair Stone Road,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 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: m F900 Chc M Credit Card. Safe https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBNgA%3d%3d 2/2 6.8 STREAMLINE SHUTTER "''' P S4'"` °° E,j t GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ No PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH �� UI� o N THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ORE1996-09. OF �+ _ E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �/oRIOP,.• w m B V DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �' S',p '• sem' a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE r N (� a FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ��r I r I i i 1 11 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ZW lar U 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. �� "J LL�u 5 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ct z S. THISAFETY STEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND IZ(J Ix-9 °�u ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW V i w z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. B.r 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND to 10 ds w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 010 W 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 _ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 vU SHALL BE USED. z ri 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME 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 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR H 2 m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. d 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALkiliq �ILZEE DOCUMENTS. HURRICANE PROTECTION a 6 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM w OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIgNED DATED AND ` SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL ATRACK AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 6 13. EACH SH IT ON ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWSINFORMAc TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION m FORT LAUDERDALE FL ¢ MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBERTABLE 2• 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 G K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS 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. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL (v a BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES 61 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER °I 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a a E 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. :530'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8• 2,/8" 1-518" TABLE 1• 99" 3-112• 1-718" 3-518' 1-718• °� 6 TABLE 1 NOTES: 41/8' 2' 41/4' 2" a 1. DESIGN PRESSURES SHOWN IN•ACCORDION 144" 4-7/8' 2' ACCORDION SHUTTER y SHUTTER SPAN SCHEDULE"ABOVE ARE lY "� MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES; M li .�R SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED N MIS ALL O COUNTY AND R THAN D COUNTY FLORIDA. 03NFjmITRMLWffJWPE 2. NOTTHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DARE COUNTY AND BROWARD COUNTY I POSRiVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER TLO11115K7 -15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SPANPRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A ' - DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SOON' (PSFI PSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL 72• 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE , L17 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. J"I 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM tial 144" 1 43 1 40 E1996-09. II PROIECIION VARIES .�� 11` L. ��Z%U0466549 xIRI�q°P•Es., C�K• 2.874" 4.874°MAX. 0.115" S�•• - 0 0.125' g07 .450° - 0.080' C ::• Na P$004654 O _ 1.708' 0.100' 0.062" >f _ I^ 1.708• 0.100" N - n �- _� 0.080" 0.063° -O * w 0.195" 0.096' L 0.195" c %T ST O N �� 0.060' .N. 0.060" 2.820" ((� a ATF OF ^+ .r 0.125' t 1, 0.6300.630" 0.062ti 1.993"� I}-1.908" �ORIDA wM 0.630" 0.062" 0.630" 0.062' "^y 0.143' I . ��f/� GL". n_ LL -4 .r y.7 -}0.971° }0.971"�� 0.143" 0.096 NII II II �� WV, ON !0• TI 0.060° 1:070" 0.630" Z w o ail a 1.069° 0.062' x• I 0.062 Lp,Zpp^ _ -_i 0.630' 0.06 0.062 1.069° ? '0.20 5.745'MAX. SUPPORT LEG OPTIONAL �-1.069°4 0.062�- x1.069"4 0.062"�0" W 5.745'MAX. Lj WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL OLD W SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE b w gN E WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL N ON ALL EXTRUSIONS 0.874"}- }--2.655" 0.875 re a_ 2.195" I }---}0.510" �--2.195" 1 230' y"g 1 229' I 0.105" 0.060" 8 0.775' 2.655 N • pn �- 2.362" 1.069' 0.105" 4.84' L 1 1 1.069° 105. �4.510'� ul 0. I' 0.075" I^q H 1xx5 0.105" n S 0.075° n p s ,y 4.510" -_ _ f!_'_�..._t__ i 0.994" -I 0.044' .. E o 0.761" 0.07" NOTE:TESTED THICKNESS OF g }- 4.510'-� 3.506" BARE BARE METAL W/O PAINT IS 0.039' O7 SILL Og SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE H SCALE:HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE ' SCALE.HALF SIZE 6 e r 0 0.477" 0.080" 0 .060.143" . 0.5100.070° X-T0.245' 1.708'-1 0.143° 0.096" " 10°0.0 0.080° 0.1170.115" 4.753" i® t@ 9F�®5 0.090" fi 4.510" ri 0.096" a ,. r ♦-0.180° N 0.080" 0.044" 0.227" 0.682" 0.630° 0.060" i cala[irtRUM(Lxawimo PE I 0,693" 15-2339 NOTE:THICKNESS OF BARE F2.822" }-1.625' 0.420" SCALE: - METAL W/O PAINT IS 0.039° ��o�►nox� 15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL t7 6.8 STARTER WALL SILL CLIWALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE FRANK L BENNARDO,P.E. 0.125" 1.950" ```\1`IIK IIRli 0PE0046549 1T 0.610' STAINLESS STEEL }--} T 280" 4 NYLON WASHER OR �OLUP�SO� ASSEMBLY ALUMINUM $ �'•' L1 0.320"0 HOLE o r0.050" 0.357' *.. •o a o w vii A30 x 2-3/4'410 HT S.S. 0.276" _-D: pF00,6NYLON ',qy c 0.680 0.0 WHEEL ..u v O °D INSERTS SCREW W/TC ULTRACOTE T 0.591" - S49 N 0.1r 20"ci INTO COATING r TYP TOP&BOTTOM 0.062" .72,42-, �L .7 1 "1.100°-} X0.240" TRACK ) rm+, 'ttl ' � `G '+Y In x I I TYP.AT EVERY OTHER 0.750" NYLON BUSHING W/WASHER: 1 ,d-" OR .4-•. W-� 1 S.MAX. 7/16"0 x 1/2"@ INTERIOR JOINT TOP I i 0 v -� INSIDE JOINT AT TOP. 0.870" 0.154"y 0.137° �i N a �LL O ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER R CAN BE USED ONRlUK JEXTE OR OM ��,,q 11 111L'EN00 111 oa 3 r 1 9 HOUSING-ZINC DICAST,POWDER COATED 1 ?Q V>LI s € O ROLLER ASSEMBLY �2 SCALE HALF SIZE 22 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT ('a S�aug g SCALE:HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE z SCALE.HALF SIZE SCALE:HALF SIZE y t m OR KEY/THUMB TURN OPERATED INSIDE. Z^ } }0.250• wW 23 BRASS PUSH LOCK 8'N"w�®z SCALE.HALF SIZEN�d�a RO.155" w W 1.978" 2.125' b a N R0.500" 4.000' 0.236" 1.742• 0.286" 1.603° 'o 6 0.500" 1.710 -1.224 0.267" 14 0.623° N 2�7 " 03790 �• 0.090" 0.319" P 0�I..5I31�' 0..531" 0.064" , " 0.2 " 2.2500.09 c d �0.250 - 26' 0.607607" Tf 029Y00.118in n 00 . " n 0" T0.224 .4%° 0.240" ^• Nvmci Ww0�54ac•�C eY9 CSC rRAINGUARD DECORATIVE FLOOR TRACK ~ ~2.750'� 2. 1.758' SCALE:HALF SIZE SCALE:HALF SIZE 3.476" 0.160' _I 0.222 t r 0.240" Z'm< 1.001 0.062" 0.062' 0.062" 0.176• 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER '° s SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE j cc_F JL 0.062' S o 5.500"x 13/16"WIDE {--}0.4%° aoc' d v ,A 167' 7/16'0 STAINLESS 1 ffi � STEEL NUT 6 0.125" 30 T ^t :7D1O.SBB" v u�� 0 " 0.438" L- TYP 5/16-18x1 MACHINE SCREW 4.500• �---}0.689" POWDER COATED,ZINC DIE-CAST 5/16"0 INTERNAL STAINLESS STEEL nt N` 0.121° yyy THREAD �0 SECTION AHEAD STYLE VARIES �' 1.050"� e� DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW a INDUSTRIAL SYSTEMS m a I (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE eO S2 iS 35 BOX LOCK SCALE HALF SIZE "' 00.319 0.254° 40a 40b @40c SCALE.HALF srzE END STRIP 1" J A M 2.000--1 & 3" EXT 1.625' L__ �1.soo^-} -?r0.125° e 'b 0.050° 0.12-+" SCALE. HALF SIZE g �� 0.125' 0.093" c +0• FFFy� T0.085° c RAN •�e °o0 0 0.125" COPlWCdrtFRWILeBNNDOPP 0.250• g r' 0.085• o, 0.093" �+ 15-2339 SCAUD rAae onaQmow 1 7.000" - 39 2X7 ANGLE 2p ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 11) SCALE.HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE \FPM BENNARDO,P.F ANY ANCHOR PER ANCHOR EDGE Dom' SCHEDULE @ 18"O.C. EXISTING DIST. \ GLAZING fEEE ULE WHEN LISI*(G No.ANGLE EMBED LEG D RECIfONa,40b-'V' EMBED. 17 (INTERIOR) II u c 33 N, 1/4" OR 6.8 START': a c 17 ._ .-. .. Y Of t 7 MAX. WITH 21 OR 2Fr�Q , ~M3.1 MIN.0.062"THICK 6063-T6 ALUM.30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25 �EDG (ANGLE LEG MAY BE REVERSED)DIST. (F(A))STEN ANGLE TO TRAGIC W/ 1 izl38 ANY ANCHOR PER ANCHOR C20RNERx TOP&OTTOM,ANDSCHEDULE @ 18"O.C.13 13 13ATTACH 2' 6.8 STARTER R 13 312 x 1/2'GALVANIZED OR S.S.SMS, 312 x 1/2"GALVANIZED OR � W30 S.S.SMS,3/16'0 ALUM.POP 6.60"(TYP.I 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINEUSE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT NUT @18"O.C.(EXTERIOR) 5/16-18j)JUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE "1% INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=1'-0" ANY TRACK W/ OW TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p r HOLE SHALL BE 3/8"MAX WIDTH,UP Tp SCALE.3"=T-0" 1'HEIGHT. PSF SPAN 1-BIO(2.7') 62 108' ci 72 100' H USE(1)BRASS PUSH LOCK 4D 112 W" L^ OR(1)5/16-18 THUMB 132 75" SCREW O THREADED LOCKING DETAILS FOR 2'BID(gam 62 95" .b INSERT 37 AT 1/3 SPAN CENTER MATES 72 8B" SC END ULE FOR N TO 2/3 AN FROM AO " SCHEDULE FOR MAX. W � BOTTOM OF SHUTTER SHOWN ON RANDOM 2 RECEIVING HOLE SHALL BE 30 DETAILS 3'8/0(4.T) 82 86 SPAN WHEN USING 3/8"MAX WIDTH,UP TO 13 AO 72 79' - 20,40a,40b OR 40[, 1"HEIGHT. 30 74" 3666 p��lx 1/q" OR 6.8 STARTER ��2 T)WO 7822 102" g p, MAX. WITH 21 OR 25. pOv E ce 12 95" Zig �t xD 112 81' 40 40 USE APPROPRIATE 1 2 ` STARTER STRIP TO -- - - - - 1.5"x3" 45 93" 40 20 PROVIDE CLOSURE FF 13 - — x0.093' 52 BT FOR 5 23 60 6or 1• BUILDING CONDITIONS. £ g 1i 64 FASTEN STARTER STRIP (INSIINSIDE O 70 7s 8 DE) 7 TO TRACK W/(21 7310x1" d 2'x3' 46 139' SCREWS AT CORNER,TOP X0.125" 52 121' ALTERNATE END STRIP DETAIL 8 BOTTOM o 60 157 20' SCALE 3"=1'-0'• ANY TRACK W/SCREW a a a m is 64 116" BOSSES. 70 111" z a¢ 73 109" p Q $ILL g a n W FOR GREATER SPANS OR LOADS THAN g N SHOWN IN END STRIP SCHEDULE,END �i r STR REQUIRE A 1'x1'.090'CLIP ANGLE a i (n MID SPAN USING ANY ANCHOR ON THE SQ v \ ANCHOR SCHEDULE&*14x3/4'TEK EXISTING GLASS e� 73 SCREW OR L/4-20 BOLT TO END STRIP. ■ila 8 USE(11 BRASS PUSH LOCK 30 m o USE(1)BRASS PUSH LOCK INSIDE €a OR(1)5/16-18 THUMB 13 aQm OR li)S/16-16 THUMB (INSIDE) g r SCREW Iytp�l7�7)O THREADED 30 ij¢F SCREW I 0 THREADED INSERT 'P' AT 1/3 SPAN Zan INSERT 37 AT 1/3 SPAN SILL 'P' TO 2/3 AN FROM 1 TO 2/3 S F FROM OUTSIDE Www 5�s I BOTTOM OF SHUTTER �n BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE ( ) -. 3/8"MAX WIDTH,UP T 'h 1"HEIGHT 23 TYPICAL OUTSIDE CORNER CLOSURE " CC1 DETAILS WO/CORNER POST 35 30 s 1e NTS 13 30 OOPIRDRFiTNRLBeWi00PE 13 SILL 31 3215 13 3 (OUTSIDE) 15-2339 III USE(11 BOX LOCK AT 1/3 *�pDESCRUIPTI)DRT SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE aim CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS gww SCALE 3"=1'-0" //1 FRANK L BENNARDO�P.E. NNECTON TYPE REFERENCE EFECl ERE CI MAX STRUCTURE EXISTING HOSTSCHtR � SPACING i Cl CONNE1/4-20 MACHINE BOLT \ REFEREN1/2' W/NUT @ 12"0 OR `44 O / \ SCHEDUL ® #14 SMS @ 6"O C SPACING1/2" (TYP.TOP&BOTTOM) rn Ipry 7F n' LJ .pd pp 2 FASTENERS ALUM. TUBE �O m 6063-T6 ALLOY .pnt p A EACH ANGLE SEE TABLE A FOR SIZE. L ORR 6fiO 1" ALTERNATE THRU B7�9JC a7 / ��t OR 2"x 2"x 1/8" Cl CONNECTION TYPE co _qI I�IjV dw ALUM.ANGLE ___ REFERENCE ANCHORMIN GLASS ¢O= II1n1 Q SCHEDULE FOR MAXSEPARATION � =SPACINGPER TABLE2 O�m 2 THREE 3/16"0 ALUM ° j Q z W ^, oaCry w POP RIVETS OR GLASS =u'am WW U'•1Wq = THREE 4412 SMS,TYP ° 17 I' I �\ OR DOOR XNNF 3CL ffi�� 3/16"0 ALUM POP j Q I a fN W zw RIVET 12 TABLEA�an) 17 (oI18"0CH(TYP1S \ --..-- - gCTfgNq �� SOR(fi�O-R XZ, OLU O w PRESSURE VS ALLOWABLE LENGTH _ _ \�30H'(Ifill tv=i PSF 2 "XI/B' 31B• MAY USE MALE OR No FEMALE LOCK-SLAT o p G 62 13D" 188" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN m C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR ----I WASHER(TYP) NY SCHEDULE FOR MAX W 92 119" 172' NTS SPACINGE FOR MAX. K 92 114" 165' x - I, 14x3/4"SMS(la 9"0CFQ 102 110" 160" '.A ANGLE TO TUBE CONNECTION �7EE p 120 109" 147 2"x 2"x.125" p� 0C TABLE B�c:4) EXISTING HOST ISO 97. �1. EMBED. 6063-T6 ALUM TUBE Z m 200 PRESSURE VS ALLOWABLE LENGTH STIR R UC T UR E _m< BD" 114• 5 CONNECTION TYPE a g. 2')a"x1/83•h3'Y1�8• EDGE DISTANCE REFERENCE ANCHOR $ E PSF WITH W., WITH ., SCHEDULE FOR MAX SPACING p 62 113" 166• FASTENER @ 18•'CC, Cb ALTERNATE BUILD OUT MOUNT SECTION ' 72 LOT IST g (USE ANY ANCHOR SHOWN a IN ANCHOR SCHEDULE) 82 101' 14T SCALE 3'=1'-0" m 92 95" 139" d 102 90" 132" L 5 120 83' 172• ISD j 74" 109" w 6 rw R Z00 64" 99" .... 2"x 2"x 3/16 RIVET OR H12 SMS 090"6063-T6 MON GLASS i3 j o (nl 18"O.C. OR 1/4-20 ALUM TUBE TYP. v:z`xEPAATION NUT&BOLT(TYPI 17 a�W PER TABLE oinw a'a1a� 3/16"�ALUM POP a Q 2 c z m '^ ALUM. TUBE RIVET OR#12 SMS GLASS X g 6063-T6 ALLOY (aT 18"O.C.(TYP.) g N a OR DOOR p r SEE TABLE B FOR SIZE. 2"x 5"x 1/8" 2 FASTENERS x CONTINUOUS $g EACH ANGLE ALUMINUM ANGLE 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 e ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 77 ORIENTATION TYP 0 POP RIVETS OR -5 6' �6 17 THREE 4412 SMS,TYP m EQ E Y w c 1"x 2"x 1/B" a +� OR 2"x 2"x 1/8'• 4 CONNECTION TYPE 13 EDGE DIST REFERENCE ANCHOR Tr T !•B� ALUM.ANGLE SCHEDULE FOR MAX @ R ■¢ USE MALE OR FEMALE SPACING fDP1N01BRU91LL®IW100 PE LOCK-SLAT EXISTING CONCRETE, 15-2339 { 13 13 BLOCK OR WOOD FRAMING ASCAM _ 4412 x 1/2"GALVANIZED (OUTSIDE) EE INSIDE SILL MOUNT SECTION DAO!DRl�RONI SCALE:3"=1'-0" OR S S SMS,3/16"0 ALUM. - CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 9� NTS MACHINE BOLT& NUT SCALE 3"=1'-O" Ca 18"O.0 2 I 8 LG�l I FRANK L BENNAR00,P.E. C5 CONNECTION TYPE loars�9 •;'�F3. REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX STRUCTURE 0 J ` ❑❑ SPACING S"MAX GLASS waD w"' GLASS W C1 CONNECTION TYPE 1/4-20 MACHINE BOL�f�.• •.Q OR DOOR r u OR w w r REFERENCE ANCHOR 19 W/NUT @ 12"0 C Na DOOR J J SCHEDULE FOR MAX. O #14 SMS @ 6"0 C.= 7 w z~ �� :0� SPACING - MN. 13 v=i a� MN 13 ==A W 1/2" (TYP.TOP&BOT T6�;• FlY. O N T�= GLASS r m Z 20 THRU BOLT W/ GLASS X N m EPARATION m❑ N¢ /2 SAO T _ LOCK NUT 12"0 L OR EPARATION ¢=o:¢ #14 x 1/2"SMS @ 12"O.0 PER X z z r w w 12 x 1/2"SMS @ 12"0 C E.S PER F r r OR 3/16"0 ALUM.POP TABLE 2 ¢ a p ✓_� l2lOR \10� ��(� ( t��•� yj OR 3/16"0 ALUM POP TABLE 2 z r RIVETS @ 6"O C OR 1/4"0 L w o OR 6 w J ALUM POP RIVETS @ 12"O.C. RIVETS @ 6"O.0 E.S u>= R 1/4"0 ALUM.POP RIVETS / 71 AND 30 MN GLASS r w /l I F QUQ.. ASSEMBLY 1/4"MAX FROM PIN QIl7� @ 12"O C E S 1 1/4"MAX.FROM PIN SEPARATION 73 W J J �v O m V O AND 1D GUIDE TO BUSHING5t 1/2"TYP. GUIDE TO BUSHING PER TABLE 2 r I^_ Z11^, �pdwq ASSEMBLY WASHER(TYP) m WASHER(TYP.) GLASS LIM z um WW �Ni W Z 1/2" 1/2"TYP. EXISTING CONCRETE, 1� x w o / BLOCK OR W000 FRAMING w 3 CONNECTION TYPE OR DOOR Hyl o Z 31i 6 = EDGE REFERENCE ANCHOR u �IOZw / 4 CONNECTION TYPE 01ST SCHEDULE FOR MAX. o a owEDGE REFERENCE ANCHOR SPACING � �DIST. SCHEDULE FOR MAX SPACING AS SHOWN Z-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 w 5 0 6 OR REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, �0 6 SPACING ALT FASTENER BLOCK OR WOOD FRAMING /2•• FROM PIN / ® LOCATION.FRONT AND LCl CONNECTION TYPE GUIDE TO FROM \ 1/4"MAX FROM BACK ANCHORS NOT REO'D Og INSIDE MOUNT SECTION SCHEDUREFERE(LEEFANCHOR OR MAX. 1/2 19 WASHER(TYP) WITH THIS LOCATION 5 CONNECTION TYPE PIN GUIDE TO SCALE 3"=1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR yO- p L^7 I (TYP) SCALE:3"=1'-0" SCHEDULE FOR MAX (0 dJ / EXISTING CONCRETE, SPACING pv cc 0mQ m BLOCK OR WOOD FRAMI EMBED. 2� Z W / CD BUILD OUT MOUNT SECTION i g TYP BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" FFF--- BLOCK OR WOOD FRAMING E � 15 4 NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET, EDGE DIST. EXISTING a v THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EAC4 CONNECTION TYPE STRUCTURE m H SECTION HAS W REFERENCE ANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SCHEDULE FOR MAX. REFERENCE ANCHOR EO E 0 R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK wSPACING SCHEDULE FOR MAX. Q t USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 SPACING 7r OVER THE GAPS BETWEEN SECTIONS. GLASS a r w ❑ OR DOOR r a tl GLASS ZS rw $ w 012 x 1/2"SMS @ 12" EPARATIO 13 J 0 i w w--. O.0 OR 3/16"O ALUM. PER I-T Z m m �'In=O f. JPOP RIVETS @6"0.0 TABLE �w¢ 13 N=❑ X 0 z r GLASS OR MN GLA = = 1S cD 6 j N w OR 1/4"0 ALUM POP ¢ a¢ DOOR06 r zo m 13 =_ �J RIVETS @12"OC % w- ¢ MIN GLASS r Z0 m m w N PER TABLE 2 X z SEPARATION z- Q ¢ a¢ �0 PER TABLE 2 X w G r OT AND 08 E N 1/4-20 5 5 MACHINE ¢w 0 1/4"MAX.FROM PIN Q �� A SCREW&NUT @ E ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING 12"O.0 a d TYP. WASHER(TYP.) r _6 GLASS ❑ '� 1/4"MAX.FROM PIN �u OR DOOR 1/4"MAX.FROM PIN m ❑ y X w 4 CONNECTION TYPE 1/2" O GUIDE TO BUSHING ¢ GUIDE TO BUSHING 4 WASHER(TYP) ag g �R �`+X F WASHER(TYP 1 EDGE REFERENCE ANCHOR S.: EXISTING CONCRETE. DIST SCHEDULE FOR MAX WPRKiRFRNKL2MW✓3PE BLOCK OR WOOD EXISTING CONCRETE. SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCAM x 3"x t/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING PAGEDESCmnONe 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM SPACING ALT FASTENER EXISTING CONCRETE, AY BE REVERSED SCHEDULE FOR MAX, LOCATION.FRONT AND BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D OR 1/41'0 OALUM POP WITH THIS LOCATION p WALL MOUNT SECTION RIVETS @ 12"D.C. CEILING / INSIDE MOUNT SECTION WALL/BUILD OUT SCALE:3"=1'-0" O FO SCALE 3••=r-o•' SECTION r0 SCALE:3"=1'-0" MN GLASS 11 K Lwoo DENNADDO,P.E. GLASS SEPARATION Z 1, )19 ,y:p OR DOOR PER TABLE 1300 ��` •• w u GLASS OR _ DOOR _ No P , - ¢z GLASS OR 00465q =w a DOOR MN.GLASS X V1 N SEPARATION �p•• !11 N F4M�A MN GLASS w PER TABLE 2 IJ SEPARATIONPER TABLE 2N � � 1 O- Foo ux w�N¢ � 13wazZ/2., 1 28 OCONNECTON Fzm 20 X.FROM PIN GUIDE ¢ ¢ 0 11,ING WASHER(T YP.) a SCHEDULE FOR MAX va WW �.1 W Ips Z TWO 1/4"0 WOOD 250" SPACING aN 3r,+` z LAG SCREWS Cal 24" L4 Ce 0 C.MAX WITH 2" R CONNECTION TYPE =�5 .250" O W ui THREADED PENETRATION REFERENCE ANCHOR Ips 6 "T"INTO CENTER OF 2X STUDS o SCHEDULE FOR MAX w 4 /m SPACING /L7 M it. 18 18b EMB "T' 14 SMS Ca MIDSPAN BETWEEN /'+' DIS E STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE / PLYWOOD S TUBE CONNECTION STUCCO FINISH 1••x 4"x 125" I� 6063-T6 ALUM TUBE THIS DETAIL TO BE USED WHEN STUD SPACING ON DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w 8 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE-3 1'-0" SCALE:3"=1'-0" y $ a O WALL MOUNT SECTION THIS DETAIL MAY =E o A SCALE:3"=1'-0" ALSO BE USED OEi I aC d 3S AT TOP EM} E Oar ul ACCORDION SHUTTER E PER PRODUCT APPROVAL-\ o —GLASS tw- o y p� MN GLASS OR DOOR SEPARATION 13 O N vl ° PER TABLE 2 N EXISTING WOOD(G=0 42) .ei APPLICABLE AT TOP z '� AND OR BOTTOM X Q z TRUSS OR RAFTER Q a ¢X a Cal 24"MAX.O.C. 2"OR 3' L N I• M EXISTING FINISH I i t MATERIAL I I 1/2.MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 9 g 8 TO BUSHING WASHER ITYP) ALUM ANGLE W/THREE X --5 2"x 3"x 3"x CONTINUOUS OR 2.175° m a 333 88 222iii �(�( 2"x 2"x)'e°x CONTINUOUS 1• 3 16 F NISH(MATER ALE IL SCREWS WITH 2G3/4" I' w ee'd 6061-T6 ALUMINUM ANGLE li a a g 3/4"PLYWOOD MINIMUMDED PENETR TT R INWOOD(la 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRU55, s @ ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT "O C �Q m MACHINE SCREWS AT 3"PRO ENDS GALV.OR SS Cl�a 24"O.C.MAX.WHERE [E Q EXISTING 3 KSI CONCRETE AND 9"O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND STi HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN w egg S'a°0 ELCO ULTRACONS AT EXISTING CONCRETE HOST Ex D 6", EXTEND ANGLE TO w {� 5"0 C.W/1-1/4"MIN EMB. .3. EXISTING ENDS AND 4"O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(a1 9"O.C.W/1-7/8'. NEXT TRUSS. w W O ¢llm _ N FOR BALANCE WITH 13/4" MIN.EMB. IN WOOD SG=O 42 TO 0 55 r�^=O MIN EMBEDMENT AND 254° MAX.DESIGN LOAD AT 5'-0"MAX SPAN: _M 2 J m ��e EXISTING CONCRETE, d MIN EDGE DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR / 13 N STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING SEE SPACING,TYP. 2"x 5"x 1/8'"CONT. X z o z a CDPfPCilDiNNfLMW✓DOPE f 52 P.S.F. ANCHOR SCHED 'u=<~ ` ALUM ANGLE(fi0fi3-T6) w o a 15-2339 HD BUILDOUT MOUNT BASED U TYPE OF 1 a S �' _ STRUCTUREPAGE SCALE:NTS (MAX DESIGN LOAD x 72 P S F) PASS THRU DETAIL a Hb SO TRUSS MOUNT SECTION SCALE.3"=1'-0" y� SCALE:3"=1'-0" 001% �wvv4 vo�9"s 5 Gs VID V"%c-E"-�, VD ;ov N 4rc>" SH g,E �42;� m -T--^ ap- G Doop, fv,otk -ftACS jas SET R-j-tOIAL -IL4 r, um ED C> XVAr4D SPA, to� "X051 51 ION St4 VERT—secTION 0 ROM�yMV X�p 00 S LE 4.T.S- WBV f-- NUMBER OF SPAN TUBE, ANCHORS PIER MINIM A Le ION,- t-- TING 0 ANGLE LENG VOL TOP BOTTOM — TUBE rum so S? 2 TUBE 3. T. - $ ties 7- -as t x p 2 2 37- Fn SWI too- 7- 3 4 4 c"s Wt 2-W BEAMS, p,IN COMBINA1 LIMIT 6THER _.S'- A14GLES. AMS W2-'A6"tk� -1 J�l LIMITED TO TOP BEAM SPANS. 3/8- c-,555-V-* eK BE-1 -rUTTERS SPANNING ABOVE AND -g Ot%t'TSED'To LIMITATIONS(INCLUDING SPANS, poG-,O :�5 ,3i-brr�tON"' 4--"^ve Top BEAM LIMITA ED'Xe F MPI*f BE USEDT'r-J ER SPAN TAKEN AS THE SUM OF SPANS EXV45 \NtAe"E tAIV-Sp^ \3 BEN VTOIAB p5x5, A v-S 5,'F- ve-=- US IN TUBE 160 Oti OsT e.�*ED IN 3- TO? 13.0 4. V49't'r,S tAp.,(5 tAl.--60LIt,1, ru, w.- "9 S. SY,01N OVJr--605-5— 6 SAP BEP`MS 0\� lb jqT . - � 1 .� �� `� -�----� _ �, � , l �� 4 t �, �� '�_ i �, � �� } � l � � '�, i EXISTING HOST ALT.LEG DIRECTION F ,49B1NAR00,p.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1/2° SPACING,AND 3'MINIMUM EDGE DISTANCE TOP OR BOTTOM \ ? ! ASSEMBLY 'i (2)6063-T6 ALUMINUM _ r p.{ "^� ANGLES PER BM END,SIZE - �' 0 j1 6549 •:O 1/2' PER SPAN TUBE SCHEDULE _* , EMBED. _ SPAN TUBE PER - t ACCESS HOLE DESIGN SCHEDULE EDGE OF ACCORDION z i 1/4-20 MACHINE BOLT W/NUT @ O,n'•, E FW Pr'. SHUTTER BLADES I a 12°O.0 OR#14 x 3/4'SMS 6'O.C. e � pp�� ` 3.5"MIN `lS TYPICAL a -- 1/2'MAX. µrl 4 3"MINEDGE 316 rjm fjVi 2.875'0 HOLE(TO RECEIVE DISTANCE z In~ �L MIN.GLASS Z ROUND WINDOW ASSEMBL t3 MAXIMUM OF3 WINDO S EXISTING SEPARATION zo 5 W W �pppppp_\ PER EVERY OTHER BLADE GLASS OR W 3a DOOR y u tui y A w LIGHT-N-VIEW WINDOW f°�Fu`0 3"MIN EDGE 1/2-MAX wa NO W B N.T.S. EXTERIOR ELEV =ko DISTANC vai - F z0°7 5 6 LL W Y 00 O 3 16 1/L"MAX.FROM PIN GUIDE '"rvy G TO BUSHING WASHER 174=20-MACHINE-BOLT W/NUi@f--- -- ---- ----- W~ _ m N 1/2" ACHOLE 12"O.0 OR#14 x 3/4"SMS 6°O.C. 2.875°0 HOLE TO SPAN TUBE PER w1 RECEIVE ROUND EMBED. DESIGN SCHEDULE / WINDOW ASSEMBLYI - Iz 1/2' (2)6063-76 ALUMINUM d o _ �T1AX. ANGLES PER BEAM END,SIZE C m EXISTING 1 ...PER'SPAN TUBE SCHEDULE _pv a. HOST .1/4'0 7HRU BOLTS SEE BM =_ STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4'ALL POINTS SOLID SET ANCHORS WITH-7/8'MIN m< g EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM E CI 0.125' 0.125" SPACING,AND 3"MINIMUM EDGE DISTPA p 0.032" 0.032" g MAX.DESIGN LOAD'=t 72 PSF - 3 SPAN TUBE SECTION 0.196" / \ 8 N.T.S. VERT SECTION o N / \ SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE 1I z ROUND TUBE SIZE SHUTTER SPJSPAN THRU�OLTS ANCAANGLE LENGTH f S WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM ` ■'!� 1 ^i ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE .�a E� m 80" 123.8' 135.2" 2 2 2 3 4" , 0.125 �" F129.1" 108.9' 2 2 3 3 T' 7' �a�� a sA 123• 94.4• 2 2 3 3 7- 7- p@gpc 2k8'x 60" 167.0• ` 2 2 2 3 4" 7' nl0.125 96 124.1" 2 2 3 3 , T" TS 109.8" 2 2 4 4 10• 10•198.9" 2 2 3 3 T 7"02.875' ` �--}0.188" ( 155.2" 2 2 3 4 , 10"03.250• 0.175' 123" 137.5' 2 380' . 240.0' 2 2 3 4 T .-' 10' @@@ \ ` 7 0.1876' 98" 140.8' :ffG-V 2 3 4 8 10 18 a�y 0 LIGHT-N-VIEW WINDOW �\ i +23 132.2 203.1' 3 4 5 7 13 ororAaTrRAN(LIBNMOOpE V N.T.S. SABIC PLASTICS SIX1431T-UL-94HB _ i/ SVAN TUBE SCHEDULE NOTES: Ubt x x x x 4°ANGLES FOR 2"x5"&2"x6'BMS. 15-2339 ' - 2. USE 2'x5°x1/4"ANGLES FOR 2'x8"&2"x10"BMS. seAtsi - - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. pma p[epartmm; 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER _ CONNECTION DETAILS.WHERE USED TOGETHER,BM MUST BE LIMITED TO TOP BEAM SPANS. �L S. BELOW THE BEAM.MID-SPAN TUBES SHALL HAVETTOP BEAM LIMON WITH ITATIONS(INCLUDIRS SPANNING NG SPANS, 2 BLADE W� ROUND WINDOW ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS o� " 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. O 6. LAP BMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O l FRANK L BENNARDO,PSE.• ANCHOR SCHEDULE: CONCRETE 'PE0046S49 2.5'MIN EDGE DISTANCE tj Spans Up To 5-0" Spans UO To 8'-3" Spans UO To 12'-0" G LOAD CONN TYPE CONN TYPE CONN TYPE o ANCHOR QP' x (psU cl C2 C3 C4 c5 Ci C2 C3 c4 CS C1 I C2 I C3 I C4 I CS No PE004 1/4°ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5' 5.5' 8.5" 14.5" _ ULTRACON WITH 1-3/4" 53 16.0"16.0"110.5"114.5"16.0"16.0"12.0"1 7.0" 10.5"16.0"15.0" 7.5"1 4.S" 7.5" 10.5" EMBED(3192psl MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.S' S.5'I 8.5" 15.0"15.0" 7.5"1 4.5" 7.5" 10.Y' -_�) L�jJJ Qy V 70 16.0"13.0 7.0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5 7--0/ 8 COMBINATIOly,O STATEDml mo / (fALj'MV f 100 15.0" 7.5' 4.5" 7.5" 10.5'15.0" 7.5' 4.5" 7.5" 30.5'15.0" 7.5" 4.5" 7.5" 10.5' 2 z S(TYP 1 9 / IO COMBINATI06, � PZ ORID 1/4'MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5' i S '••.,, IDLL pj WITH 1-3/4"EMBED(3275pg 53 16.0"16A"11.0"15.0"16.0"16.0"13.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" 7.5" 9.5" 0 //S/QNaLOU) ua(TFFi MIN CONCRETE) 62 16.0"15.0" 8.5' 13.0"16.0"16.0" 8.5" S.S` 9.0" 13.5'13.5" 7.0" 4.5" 7.5" 9.5" 1 -36[1g Z Tllllll, �II)U OOZ 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" LO.S'13.5' 7.0" 4.5' 7.5" 9.5" rn •C Q"R 100 13.5' 7.0" 4.5' 7.5' 9.5" 13.S" 7.0" 4.5" 7.5' 9.F'113.5" 7.0" 4.5" 7.5" 9.5" 1/4"ELCO CRETEFLD(5S4 43 16.0"16.0 16.0"16.0 16.0"16.0"16.D"13.5"16.0"36.0"16.0"12.5" 8.0" 13.0"16.0" Z X 9 1 x 5 ITYP.i- 2 x S(TYPJ �N W/2'EMBED(3350psi MIN 53 16.0"16.0 16.0 16.0"16.0"16.)"16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W W v'"W = CONIC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5" 8.0 13.0"16.0"16.0 10.0 6.5" 11.0"14.0"1z 9 70 16.0"16.0 10.5"16.0"1fi.0"Ifi.O"10.5' 7.0" 11.5"115.0"116.0"110.0"j6.5" 11.0"14.0" y C s x w 100 16.0"10.0 6.5 11.0"14.0"116.0"110.0"16.5" 11.0"114.0"116.0"110.0"16.9', 11.0"14.0' p W ui 1"MIN EDGE DISTANCE •• b O n NOTE S"INDICATES ANCHOR SCHEDULE SPACING 'I 6 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS 114-ITWTAPCONORELCo 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" s.o" S.5" 16.0"16.0" 9.0" 3.0" a.o" 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE N ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5' 7.5" 10.D" ANCHORS ONLY EMBED(3192psl MIN CONIC) 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE 8Q WITH M 70 16.0"12.5' 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY '7 J 100 S4.S' 7.5" 10.0"14.5" 7.5" 10.0"14.5" 7.5" 10.0" ri f 1/4'MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" y• k WITH 1-3/4'EMBED(3275ps1 53 16.D"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5' 16.0"10.5' S.5" S.5" 7.5' ANCHOR NOTES: w'3 MIN CONCRETE 62 16.0"11.5" 6.0" 9.0" 16.0 13.5 7.0" 4.0" 6.S' 11.0"10.5" 5.5" 5.5" 7.S' r� ) 70 16.0" 9.5" S.5"1 8.0" 16.0 11.5 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.S' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y C G ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �a e O 100 1D.5" 5.5" 5.S' 7.S' 10.5" S.S" 5.5" 7.5" 10.5" 5.5" 5.5" 7.S" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). u 1-1/4'MIN EDGE DLSTANCE Gn o: 1/4°ALL-POINTS SOLID-SET End O Z160161 C3 C4 CS CI C2 C3 CA CS C1 C2 C3 C4 C5 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL" _ < u ANCHOR W/7/8"EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINE SCREW 43 0" B.S' 10.5"16.0"16.0 12.0 5.5" 7.5' 16.0"12.5' 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000psi MIN CONIC) 53 0 6.5" 8.0" 160"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" T AN OR EQUAL TO SHUTTER SPAN. 62 0 5.0 7.0 16.0"12.5' 6.S' 3.5" S05.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNEC ION TYPE.•� 70 " 80" 100" 0" 7.0" E 3" 7.0 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a a 1/4"ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8"EMBED& C1 C2 C3 C4 CS I C3 I C2 FC37 C4 CS I CS I C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF • v� 1/4-20 55 MACHINE SCREW 43 16.0 16.0"16.0"16.0"16.0"16.0"16.0"11.5'16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE. (3000Psi MIN CONC) 53 1fi.0"16.0 13.5 36.0 16.0 16.0 14.0" 8.S' 13.5'16.0"16.0" 8.5" 5.5" 9.S' 12.D" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE `$_ ry 62 16.0 16.0 10.5"16.0"16.0"16.0"11.0" 7.0" 11.0 16.0 16.0" 8.5" 5.5" 9.S' 12.0" ONLY. •� 70 16.0"15.0"I 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5" 9.S' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0"18.9- S.5" 9.5"112.0-116.0"1 8.5' 5.5' 9.5"112.0"136.0" 8.5" S.S' 9.5' 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT e 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS 55 DROP-IN FINISHES. W/1/4-20 55 BOLT AND Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1°EMBED(3000psl MIN 43 16.0"16.0"14.0"16.0 16.0"116.0"114.9-1 8.0" 12.5"L6.0 14.0 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0"16.0 9.5 14.0"16,0"16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADETATE WOOD FRAMING T app� py--� 62 16.0"112.5" 7.5" 12.0"16.011114.5" 7.5" 5.0" 8.5" 11.5"11.5' 6.0 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD ACCEPTABLE ONLY FOR p 6� g •!'U^- 70 16.011110.0--16.5" 10.5'16.0"112.0"16.0- 4.0 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. CS q 100 11.S' 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" B.0" 11.5' 6.0" 4.0" 7.D" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER B G 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD STUD.3/4' 1/4'POWERS 55 DROP-IN _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SMALL I/9-1 o W/1/4-20 SS BOLT AND C1 C2 C3 C4 CS CS C2 C3 C4 CS CI C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. is 1"EMBED(3000psi MIN J1316.0"16.0"15.0"16.0"116.0"16.0"14.S' 9.0" 13.5"16.0"15.0" 7.S' S.0" 9.0" 12.0"CONC) 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5" 10.5"16,0"12,0" 6.0" 4.0" 7.5" 8.5" 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF 7HRFADSIN ��BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER •� 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a 16.0"10.5" 7.0" 11.0"16.0"12.5' 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" •'• •12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. gi_ 3 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i�� ia >s 12 SMS W/2"EYEWALL CI I C2 I C3 C4 CS Cl I C2 I C3 Ca I CS I CI C2 C3 C4 CS NUT OR WASHER WINGNUT. OW1111 MANKL®IWOOPE ARMOR INSERT W/ EMBED 43 160"160"115'14.0"16.0"16.0"116.0" 7.5' 10.0"116.0"116.0"19.0" 4.5" 6.5" 13.5' 31. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MIN CONC)) . . . 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0"17.0" 3.S' 5.5" 10.0" 15-2339 • 62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14,0"14.0" 7.0" 3.5' 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALlW - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE o�armNi 70 16.0 12.0" 6.0" 8.0" 16.0"14.5" 7.5 4.0 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S.5" F12 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5' 16.0" ", ARMOR INSERT W/2.5" 53 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" EMBED(2000psi MIN CONC) 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5" 6.S" 9.5' 16.0"16.0" 9.0" 5.0" 8.0" 13.0" �\ . 70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.S' S.5' 8.S' 14.0"16.0" 9.0" 5.0" 8.0" 13.0" (`(-,))/1T I,. 10D 16.0" 9.0" 5,0" 8.0" 13.0 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" III �0©Om©m©��©mD©m©mom©O�mD©m©0�0�0 MIN CONC) MIA 2-1/2"MIN EDGE DISTANCE CONN TYPE m4 CS mm%/////%/////m m'/////,01011/%'///////rr. mm ."'///////:'%/////%/%//////%%////%/////%///%i�®'%///%i®��'/////%%///%%///%�L�%//////%////%%///%%%/////. momON %///%%//%i%//%ice%///%%//////////i%//%%//%i'/////%;%/000%///%MOMV///%m9m%/////,mmmam%/////,M/%'///////.��%///%%/////.%/////� 0�%/////.''///////.%/////.®"'//////%/////%////%%/////%////%%////%/////%////i%//////%////G,Em® 9M%/////,%///%%//%%//%///%%//////////i%////%///%%////%///%%////G.%////%///%%/////.M '%////.��%%//%//%//:'%////.� m®FMMEM®M�'%///%%////EUM%////%///%%//////.m®®®®®�® ' mem%///imam//////IME,M,ONM2M//////%//////%////%%////mmmKm®maa%/// 0m9m%/////.%////mm%////%%////%////mm'//%%///i////%////imIm%///imam////////////%////m9m'/////%%//% m%///////////%'/ON/0%///m%//////%////%///////"//////mIm%////mKmm%/////%//////////////%m'////,/i%/////%////i %////.O//im//////%///i%///i%%%m%///%//%////%%///m%//% ME 201,11 - �ODDD©m0©0©m©©m©00©0©m0�0�00©m© - m��mm��mmm�i�m%///////////m��m��®mm��m®mm ■ mmm%/////®mm%/////.%/////.%/////.mm%/////.,%////%/////m�mmm®mm'%///immm�%�mm ��<:; 1-3/4'EMBED ■mmmmmmm ©m©mommmmm©moomomo©m© AMR: - m m/� m i/////// i/11HIM �mmom©m©©m©m©©o©mm©o©moom©m©mm© Lummm%////%//////.mm///////////WIN m%////////////%////%////////I m�mm��%/////."'//////[��fE�'//////''/////%'/////%/// mor3n m, //////////%///////.%////�/////////i%////%/////.%/i®®%////m��%////////////%////gym%//////////////%%////% i - 10 f ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1/111 FRANK BENNARDO P.E. ` 1111F ANK549 ... 2'MIN EDGE DISTANCE 1:100 r LOAD Spans Up To 6'-0" Spans UD To 8'-3" Spans UO To 12'-0' <.IO S CONN TYPE CONN TYPE CONN TYPE x ANCHOR (Psf) C1 C2 tl I C4 I CS Cl I C2 tl I CA CS CI C2 C3 C4 CS IYO PE00465q*12 SMS W/2"EYEWALL 43 16.0"16.0" 7.S' 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5 8.5" 4.5" 4.0" 7.0" _ - _ 3 ARMOR INSERT W/1-1/4" 53 16.0 10.5" 5.0 7.0" 16.0"11.0" 6.0" 3.5" 5.0 11.0 7.0 3.5 3.5' S.0" EMBED 62 14.0" 7,5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5' S.0" U O N = Ow 70 11.5' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.S' 3.S' S.0" x ,p STATE OF Lum 100 7.0" 3.5" 3.5" 5,0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5 5.0" �S '•F<ORIOA � B B ANCHOR SCHEDULE: WOOD (G=0.55) '.s% �� NAL i 3/4'MIN EDGE DISTANCE IY 1111111111 A �'QUQSpans UP To 6'-0" Spans Up To B'-3" Spans Up To 12'-0' lu,117LOAD CONN TYPE CONN TYPECONN TYPE O ANCHOR x a c1 a C3 I C4 CS c1 a p p cs C1 C2 C3 I C4 cs V.N.9,. 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"111.5"'12.5"16.0"16.0"116.01"1.7.5" 9.0" 16.0"16.0"14.5' 4.5"1 6.0" 16.0LU" MIN THREAD PENETRATION 53 16.0-16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"51.5' 4.0" 5.0" 16.0" � N W& W 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5' 5.0" 6.0" 16.0"16.0"II.S' 4.0" 5.0" 16.0" 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5' 4.0" 5.5" 16.0"16.0"I1.S' 4.0" 5.0" 16.0" b 0 W 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" ~ 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" pr c 1.13'MIN EMBED&1/4-20 53 16.0"10 S" S.5" 8.0" 16.0"11.0" 6.0" 3.S' 5.5" 11.0" 7.0" 3.5" 4.0" 5.0 r4 SS MACHINE SCREW h 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.S' 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" n 0 "� 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5" 3.5" 4.0" 5.S' 7.0" 3.5" 4.0" 5.0" m 0 100 7.0" 3.5" 4.0" 5.0"_To .0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 43 ,! 3 ♦14 SMS OR#14 WOOD J16.O"16.00514.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.55.0" 7.0" 16.0" SCREW WITH 1-3/4'MIN 16.0" 6.09.5" 4.0" 5.5" 13.0" 8 4.0"7.0" 6.0"16.0 8.5" 16.0"16.0"110.0" 4.5" 6.0" 14.0"16.0"THREAD PENETRATION 1 " 6 " p556. . 0" 0 100 4.0" m pR mo 0 �Q r ANCHOR SCHEDULE: WOOD (G=0.42) Zm 9 Z r 3/4"MIN EDGE DISTANCE E G Spans Up To 6-0" Spans Up To B13" Spans Up To 12'-0" E �n LOAD CONN TYPE CONN TYPE CONN TYPE O ANCHOR cash cl cz I tl u I p c1 I p I tl I ca p u a I tl ca cs E 0 5 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0"19.0" 10.0"16.0"16.0"116.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"112.F' 4.5" 5.S' 16.0"15.0" 7.5" 3.0" 4.0" 11.0" N 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" m `t 70 16.0"13.5' 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5'I5.D" 7.5" 3.0" 4.0" 11.0" t 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" G S14 SMS OR&14 WOOD 43 16.0"16.0" 8.5" 10.5'16.0 16.0"12.5" S.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' 8 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.S' 16.0"10.5" 5.S" 2.5" 4.0" 7.5" THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" S.o" 10.5'10.5" 5.5" 2.5" 4.0" 7.5" 9 70 16.0" 9.S" 4.5" 6.0" 16.0"11.0" S.5" 3.0" 4.0" 8.0" 2.5" 4.0" 7.5" 100 10.5" S.S' 2.5" 4.0" 7.5' 10.5' ss" 2.5' 4.0" 7s" los^ 5.5" 2.5" 4.0" 7.S" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK °! 4'MIN EDGE DISTANCE LOAD Spans UD To 6'-0" Spans UD To 8'-3" Spans UD To 12'-0" rn CONN TYPE CONN TYPE CONN TYPE m O ANCHOR x cas0 c1 I cz I tl l u I cs c1 cz I p Ica cs c1 p p u l p g 5/16'ITW TAPCON XL W/ 43 16.0"116.0"16.0"116.0"116.0"16.0"16.0"15.0"116.0"116.0"16.0"115.0" 9,0" 14.0"16.0" 66 2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16.0"116.0-16.0"16.0"11.0"116.0"116.0"16.0 12.0 7.5" 12.0"16.0" 62 16.0"16.0"14.0"1fi.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" d S 70 16.0"16.0"11.5'16.0 16.0"16.0"12.5' p 6.0 12. 6.0"16.00 12.0" 7.5" 12.0"16.0" 7. " "1 " " kill,r 100 16.0"12.D" 7.5" 12.016.0"16.0" 12.016.06 15/16'ELCO ULTRACON W/ 43 16.0"16.0'10.5"14.0"16.0"16.0"10.5" 6.5" 6.5" 9.0" O�NKBLOBriWpo PE 2-1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" 5 m 62 16.0"10.0" 6,0" 9.0" 16.0"11.0" 5.5" 6.5 9.0 9.0" 6.s" 15-2339 70 15.0" B.0" 5.0" 5.5" 7.0" 9.0" 6.5" �,.... _ 0 100 9.0" S. 6.5" 9.0" S.5" 6.5" 9.0" 6.5" PAGE pEtlotlPnON1 z t7 V 2'MIN EDGE DISTANCE Cl i C2 tl C4 CS 1 Cl I C2 I C3 I C4 C5 C1 C2 tl C4 CS s12 SMS W/2"EYEWALL 43 16.0 16.0" 9.5" 11.5"16.0 16.0"14.0" 6.0 8.0 16.0"14.5" 7.5" 3.5" S.S' 11.5" °� ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" S.S' 12.0"11.5" 6.0" 3.0" 4.5" 8.5' 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0"!a.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.S' ANCHOR NOTES:SEE SHEET e - 1D0 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.S' 11.5" 6.0"13.0 9 FOR ANCHOR NOTES. �J �J