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WINDLOADCALC.com iUIL•ING INFORMAMN ''::°.De`sigriWlndSpeetl ' ,; ..� ;".`�ti.,r.'ri Nominal ASCE 7-16 CarolStoilmey¢r 160„�W1ndVetoBty;{mph} "Address +s a-:.x. 5763 Deer Run Dr. rgExposure '� .r� r D Wall Openings 7 ;;Com anc Fl Shutters Inc '.ititemat Pressura..r x "'� +.�.a•'++^"" '' - Endosed (all wall Openings:windows,doors,shutters,etc.) .;Job Number 19202 010 I c Pte arer r Dan Buck SLaiidaid:WaIIHeight`sift.}';,r,t a;% °: 20.0 Mean Roof Helght(h (ft.)' 2510 Wind Load Program ,;,^Building Width"{ft.},:�._„ ?.k -i.,..,e�:z,='» 149.0 2001-2018 61 uh.eullding tengtli h.) `T F^ f� "''`. 45.0 6.0 HRI SfiaP¢ 's 'RoofSiopex.12}: ,,.'ROoCAeg18:(de8teas} 26.57 Windloadcalc.com,4 Yuww:,ttlovrta Suaca+ rth (ft} 9.00 ,P,arapet'AlIng Roof Perimeter(ft) t •+t R i" t Nominal Wind load Pressures ark r •�r '• • •� • • .� •• • S �h> �Y 1 SGD 4 14 141.0 92.0 90..1 381 -41.8 1 FL 13757-R6 2U0 T&C {�tpT ''o "i FL 13757-R6 200 T&C s^"w"4. �.�'' a '�����. 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', 1ki � s `'x .�� �tl " v .''�•y ^'�>'•:' ' �w'��`...u, ''"`y, t�cd�c .,.r ''k: KE OEM,, a,, ,r� r�t r�, x �a �c � � yx� ��: 7 r � �� � °�� ����� � --• =�- �T P� r '' tfCir k&'%1�'' d'' s" t'ti '- �`IZMM `' -✓ fir. ^-•v.;,a a•:-,' u" .-r •.*-c" by-p 5.t W,+'*5"�' ` ��` M-g-a b, r '6++.:.,N"L..''rLi.i..w'Y°2 J' { �aL.SY,.: ME ,C:"°a '1st s ,� ',:tea '°4° `` L:+] PER , 'v. Y"h:1"t`y'"ana-^--- '-�'" ^. - (` 7j0 Z,Z1r+'1 a�4e. -3. °u.�'�ti ...C'd E ..,..t1i",3uGn � "` ,r;.a:..f.�ssw_:...:eEf.wvr:5us"3.: . .e1,:.[:�:..'::. .�._..:..v.M ..=...1,:_.:.,...�t.... 'i....:..»xc`.7'.-m ;, '�',.e..r;..' :+.ix.,S. ''' www.wlndloadcOIC.COM 6/6/2018 Pagel s Florida Building Code Online Page 1 of 2 c u '• A O .,D . O 1W a SCIS Home Log In User Registration ? Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval p USER:Public User' r , Product Approval Menu>Product or Aoolication Search>Application List>Application Detail • t FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived ❑ Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@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 Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 Indeni.ndf FL13757 R6 COI Indep2.odf FL13757 R6 COI Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvgk7yHMuov... 5/31/2018 s Florida Building Code Online Page 1 of 2 c u '• A O .,D . O 1W a SCIS Home Log In User Registration ? Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida Product Approval p USER:Public User' r , Product Approval Menu>Product or Aoolication Search>Application List>Application Detail • t FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved i Comments Archived ❑ Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@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 Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 Indeni.ndf FL13757 R6 COI Indep2.odf FL13757 R6 COI Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvgk7yHMuov... 5/31/2018 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 E uivq Egulyl.Rd FL13757 X26 F,guiv Egulv2.00f FL13757 R6 Egtliv E uq iv3,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 FL13757 R6 AE Evall.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:See installation drawings for allowable FL13757 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 II Dwa3.Ddf 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.Ddf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 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 elect nic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuantto 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 emalls 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: I0WrKl � Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuov... 5/31/2018 6.8 ACCORDION SHUTTER PMRK 6549 NARDO PE. �ss �;: FOR USE WITHIN AND OUTSIDE THE HVHZTABLE4NDPE0065 TABLE 1 TABLE 2 ALLOWABLE SPAN SCHEDULE _-0 ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 �(- FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN ASTM ESSENTIAL FACILITIES ONLY= HVHZ HVHZ SCHEDULE Z[. `•"v = MINIMUMSEPARATIONGLASS MINIMUM SIPARATKIN STATE POSITIVE POSITIVEWIN HVHZ FROM GLASS NON•HVHZ i ,o OF' m DESIGN WIND LOAD LOAD NOTHq, NEGATIVE POSRNE R FROM GLASS �� s .<ORIDA•,.. ��J Bm WIND W H CENTERMA WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS DESA SHUTTER i,;,'01 Q ALT, PRESSURE SPAN 530'ABOVE >30'A90VE DESIGN POSRIVEAND � sPlw INSTALLATIONS INSTALLATIONS AL LOAD(PSF) ®� OR» 8 » NEGATNEWIND S3D•ABOVE >30•ABOVE // \ O •3: O O MOUNTING (PSE) GRADE GRADE WIND LOAD ALL GRADE GRADE !lllllltll 'fT �u> a: Q CONDITIONS- �L 10 ORQ d �� (IN.) (QJ.) LOAD MOUNTING (IN,) (IN.) � SyQ l7 0 29.3 156• 5.r 35• (�� O4In m 239 156• 158• 156• 60• 3.0• 1.1m CONDITIONS.. 80• a1• 1.1• ON In J11��11 25.0 154• 156• 150• 0S' 3.0' 1S" 6D.0 158' 30 or a1' 1.4' W 0.4 30.0 14T 157 15V 30 55.0 155• 120' 3.1' 1.91 35.0 142' Isom 168' 120" 3.0' 1.9" 60.0 14V ! 156' 5.V 35' N s b 40.0 13T 145' 150' 156' 5.7' 3S• 65.0 143' 60' a1' 1.1• W 45.0 133• 141• 1561 60' a0• 1.7• To.. 13T 99' 3.7• 1.w D W 50.0 129• 13r 150• or a0• 1.S' 75.0 133• 40 108" 3.1• 15' 55.0 12V 134' 155• 40 106' 3.0• 1b' .D 128• 120• a1• 22' 60.0 124' 131• 148• 120' 3.0' 2.r 85, 725' 132' 55• 2r 65.0 121' 129• 14W 73r 5.7' 2.8• 90.0 157 Sb' 4.3' 'b 70.0 110• 126• 137' 145' S.T 3.6• 95.0 710" 80' 11• 1.1" 75.0 117' 124• 133• 60• a0" 1.1" 100.0 115" 99' a1" 1.r 80.0 116' 122' 128" 99' 3.D• 7.r 105.0 ttr 708• a11 20• ••''w Y 60 108• a01 2.0' 50 85.0 713• 120" 125• 110.0 110• 120• a1' 2b' 90.0 71r 170• 121• 120" 101 25" 115.0 for 13r S.8' 3.1' .F LL•" 95.0 170• 117' 710" 137' S.r IV 120.0 705• 756• 5.8' 52 a 700.0 709' 115• 115' 60• a0' 12 125.0 103" So' a7" 1.11 =SRI O 105.0 107' 112' 11r 60 97 a0• 1.9• 130.0 101' ST a1' 1.8• O Z o�ogg�J 110.0 106• 710• 110' 108• 3.0' 22 135.0 9B' '60 for 3.11 21" �<g 715.0 105' 10T tOT 131• S.T 3.5' 140.0 95' 120• a1' 27' �S 120.0 1DC 105• 107 80" a01 11" 145.0 or 748• 5.8• 125.0 103• 70 84• a0' 15' 150.0 89" 60• a7' 1.1' I�r1 I 130.0 101• 99' 3.0' 20• 155.0 868 84' 3.1" 1.5• E 3 r 135.0 09" 120• 5.r a5' 160.0 83• 70 99' a1• 1.9' o c g 740.0 - 05• 60" 10" 12" 165.0 81• 120' ai' Id 145.0 92' 84' a0' 1.7" 170.0 78• 137' Sb• 4b' 190 50.0 89' 99• 3.0" 23' 175:0 76• 60' 3.1' 12' � o 6 155.0 86• 170" 35• 35• 180.0 74' 84• a1' 1.6' RR 760.0 63• 60• a0• 1.3' 185.0 7r 90 or 3.7" 22* 4' 165.0 81• ' a0' 15• 190.0 70• 120• 3.r a6' 170.0 78• 110 e499' a0' .251 105.0 68• 121• Sb• ar 175.0 76• 110• 33• 3.3' 200.0 68• 60• 3.1• 12 g 180.0 74• 60" a0• 7.7 ••FOR BUILDOUT MOUNT MAXIMUM 110 7r 120 �� 3.1• 105.0 7.B• _ 4 84• a0• 1.9• SPANS AND PRESSURES,SEE 09• 3.1m I9o.o 1• 05• at• 3e" TABLE C ON SHEET 6/13 110• 32" 3.3• 8 3Im s 195.0 68• 200.0 66• ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE SO 3.1• 12 g ale TABLE C ON SHEET 6/13 120 ewe` 3.1, 18' u 105' 3.1' a0• ��� �F TABLE 1 AND 2 NOTES: Gg! 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND.BROWARD TABLE 3 AND 4 NOTES: COUNTY FLORIDA. 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN qq5 6 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN O MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. Q I SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN77'T 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN -PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 'SCHEDULE•ABOVE ARE MAXIMUM ALLOWABLE DESIGN3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND (1 � PRESSURES AT EACH RESPECTIVE SHUTTER SPAN,OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: lv( 3. ND SEPARATION FROM GLASS IS REQUIRED FOR O � I IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF OOPOWIFR RL8DIIIAMPE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR ''p.•`-;� '' �^ THE HVHZ AND OUTSIDE OF ESSE FACILITIES. THEINSID 1S-2338 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES �+•7 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND - AS NOTED IN TABLE 1 ARE 1N THE DIRECTION TOWARDS THE OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE:IT SGtrl HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM PAGE D CRIPTIOm PRESSURES ARE AWAY FROM THE HOST STRUCTURE. WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT E PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 93 THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE BE USED. I USED. - ````��� L.••p CA / /PEOM6549NN . EV:c '•LICENSE PE0040549 r�I D O'�:• NATE DF of x wm em GENERAL NOTES: PNAL ENG.��� W _ /it 011110// W,1i LLN min 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING W °ui x 2 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE VARIES - NO LIMIT ZQ �>U ZONE,AND THE INTER ATI BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE 19 9<9 =o THIS SYSTEM MEETS MISSILE LEVEL"D•AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTF1 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION W oN w 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE °'1�w^ x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 3 r, G REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK VI ds BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE o uw ..0 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w p 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL G CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. Z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a VIEW 7� LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ m d DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w z m WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 0 F a o IV SITE.SHALL BE USED. F-, .1 o 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =w ORI c� � 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL rn-j Zm' ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER a qn $ 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. ~ € o 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w E 3 0 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR rn g 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM a THE STRUCTURAL SUBSTRATES DETAILED HEREIN. R 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND11 LLLLI SEALED BY LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 3USTIFY THE BOTTOM TRACK LO- DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL �1 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS _ TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER a1 13. ALL EXTRUSIONS-SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION a �s3 K.S.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION11 MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16"0 50521 ALUM.ALLOY. N.T.S. I 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOX LOCK AT CENTER OR SIDE CLOSURE. I 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. i 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE KPttEURFRVKL�NNWPE I ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING 15-2338 REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND CAGE OECCRIPfIONi NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK w 93 ` - i ( | FRANK L BENNARDO P E. 5 .3750 1`t l l l l 1111/11 0 PEO OK6/9 lL4,Zti. 125' 2.018' N10-24 THUMB 1.950" ``��•L: 1� - - - - .- 510, SCREW .- STAINLESS STEEL _ - -- •�`'t•2Bm• --- `\ `1 ., `IGEN '•.q I, {I Z --{{.�-- ASSEMBLY E m o .3200 HOLE c m �; •NOPE0046549 iu m m e J0 Nw o o =* - ni r7 .050" NYLON ''u p o m .062' WHEEL - p aNyt j 1.100" .2401' b :�Q�•,• TATE OF W m S L 5' MAX. L TYP.AT EVERY OTHER 750 S•,<ORI�P.•a ((� n7 U. 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. CONAL E1�� Ww oyi�3 19 ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLIDBRASS,NICKELPLATED IIIIILtt Z� �Iu up5� SCALE:HALF SIZE 21 22 ROLLER ASSEMBLY HOUSING-ZINC OICAST.POWOER COATED rn1<9- @ C u�Bi t7 O SLIDE ROD O SCALE:HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB U m = SCALE:HALF SIZE TURN OPERATED INSIDE. WW �NsaW� ".250- 23 BRASS PUSH LOCK ,r J ggg w NYLON WASHER SCALE-HALF SIZE Ngsz OR ALUMINUM .357' k, O W (NYLON BUSHING 276, 'Q1511.31 S 4.000' w G OPTIONAL) 0 500' ` 14 x 2-3/4"410 HT S.S. i7 � `INSERTS SCREW W/ N.062' ^m INTO TC ULTRACOTE COATING 2250, c th m TRACK (TYP TOP&BOTTOM) t YLON BUSHING W/WASHER: .154' .137' '1 5 W Y 7/16"0 x 1/2"(aY INTERIOR JOINT TOP nI m 7/16•'0 x 1"@ INTERIOR JOINT BOTTOM •224' 0:•H a EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2.750' 2.000' -. y S m SCALE:HALF SIZE 7._*O m P4 BUSHING ASSEMBLY DETAIL cr SCALE:HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 0;_p m SCALE:HALF SIZE SCALE:HALF SIZE uu�{ 781 .623' 1.9742' 2.125' - a $ .236' 1.770' .286' I. 24' 2.702•• 2.642" ,tea.:. E r z 1.110' .267' �. _ IY31 p 2.465" 2.405" .443' .443 ^ ,.E 7 1.084' n .090' 0` c R m 2.289" 2.21fi" a o g c N .284 `6. rl n 1.200" m v b � 6 N 4 c mo ° m 1.100" 0.. 1.10 Lo �c .239'. ai. a, in in in' n in ni ? + m .t90" .250" .496' 250" 3.443' 1.758' 6' 125", .125" LL ,160' 1.001' .062. .222'k-}' .062'• .176' .190" 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 'MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE 3 $ 5� SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ala 7/16"0 STAINLESS 062' Id 5.500' x 13/16' WIDE ,400• STEEL NUT ""�\ � NOTE:ATTACHMENT SCREWS FOR A \ ENO STRIPS SMALL BE K70 TOR% NERD STYLE VARIES >< i 30 w 1 HANDITIG TENED ONLY. 38 THUMB SCREW SCALE:FULL SIZE .250 w M 0 5� N in1/4-20x1 OR 5/16-18x1 0, ^ a MACHINE SCREW STAINLESS m 5/16•'0 INTERNALSTEEL ^"^ �, 180 THREAD v x l-' COPYRtrIfFRAN(LOBFWaoDPE 4.500' - TYP• 37 T-SCREW INSERT o a 15-2338 689' T x,. POWDER COATED,ZINC DIE-CAST SCALE:FULL SIZE ni ri C 1.050' _ sciuw DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER .254' 400 40b 40c m FACE INDUSTRIAL SYSTEMS - ^ 'o (OPTIONAL) L 7000• L 3g BOX LOCK SCALE:HALF SIZE r Ol M END STRIP-1•' SCALE:HALF SIZE 39 2X7 ANGLE 2•' & 3•' EXT n g� SCALE:HALF S1ZEo` .Kt•125' SCALE: HALF SIZE (_IJLj�• $ v 11111)111117/ FRAN606SSE NARDOa P;Er FASTENER @ 18"O.C. EXISTING GLASS ♦♦♦ (�.., DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN EDGE ♦♦ �,.•`G' IN ANCHOR SCHEDULE). - DIST. Q 110;2 No E004654 = - EMBE SILL (INTERIOR) � ffW�,o�A * _ a ALT.DIR CTION l7 I� Cl EMBED. 17 g a °c3o OF-NGL LEG 11 II I ""b`w^LL`�b'•. uIc =pN (INTERIOR) 17 - ATE OF p rMI .0.062"THICK 6063-T6 ��i ��R��•' m � EDGE I� A M.ANGLE 1"x 1"MIN. �• ANAL UnLL � 0 2"x 5'•MAX.(ANGLE LEG 33 4 29a 29h 1'' DUl=O u1• DIST. 29 AY BE REVERSED) // 11111111 _Zw �1LUfr` 6 ASTENER 18"O.C.(USE ANY 73 15 X�1n1 n� ��¢d7aR ANCHOR SHOWN IN ANCHOR 13 u� Saa1U Z� 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCEI. T D 8. 38 pg 29a 29b ZX ��m 73 w� 13 L,` p}U 29 - #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) Ww 8'N'1�W �rL � -I OR S.S.SMS,3/16-0 ALUM. INTO CENTERMATES 1/3 (EXTERIOR) 7/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE It)CC Z G .. THREADED HOLE.LOCATED @ MACHINE BOLT&NUT SHALL BE 3/UP O W iu F 1/3 SPAN TO 2/3 SPAN FROM @ 18"O,C. TO 1"HEIGHT. O O F TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES •'1 SCALE:3"=V-0" 5 W-3".USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>W-3",ONE @ 1/3 SPAN SCALE:3"=V-0" AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR CENTER MATES USE(7)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING G� SHOWN ON RANDOM OR(t)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 to SCREW I O THREADED MAY BE SUBSTITUTED WHEN USE WITH DETAILS 74 INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING yu1 TO TO AN FROM HOLE FOR THUMB SCREW MAY BE 7/16" SEE MAX.SPANWHEN W Y BOTTOM OF SHUTTER. n G RECEIVING HOLE SHALL BE Pte $tg 3/8"MAX WIDTH,UP TO 30 13 � m3 �2 USING[Oa,40h OR GOc FCL p o 1"HEIGHT. 30 md� Oj ;,x N o1 ¢m END STRIP SCHEDULE jn� - - - PSF SPAN \\\ 5 s 1"810(2.7") 62 706' 40 USE APPROPRIATE63 ® 72 1 STARTER STRIP TO E ag 13 112 60' 4U BUI82 94- LDING NG CONDIIADE T ONS.R v Cl -ol3 2•B/O(3.7•) 62 95•72 w FASTEN STARTER o 3 g 1 (INSIDE) '® 82 W, STRIP TO TRACK W/ R I 3•BID(4.7•) NER 62 06• 2/1i 10x1"SCREWS b '0 a ALTERNATE END STRIP DETAIL MANDAT RT GHTEN ONLY) O a 1573• 45 93' 1 SCALE:3"=1'-0" ANY TRACK -vo�5rca'� I x0.093• 62 87' W/SCREW BOSSES. g 4NOF ANGLE 57 83- 6- As I 4 7 W SILL ' 1 W 7 7' _ � � 1 2S3• 45 139" Z ANGLE 52 129• EXISTING GLASS a � � 13 ANGLE 60 12- i USE(1)BRASS PUSH 30 70 B' �a USE(1)BRASS PUSH LOCK (INSIDE) LOCK OR(7)5/16-18 73 7pg- �xy'�m OR(1)5/76-18 THUMB THUMB SCREW INTO 36 13 2'x4' A41 o < NSE T 1370AT 11%3 SPAN SILL 9!FZ SZ THREADED INSERT 3 x0.128' mWW TO 2/3 AN FROM l/ �5 AT 1/3 SPAN TO 2/3'' SPAN FROM BOTTOM OF OUTSIDE ANGLE "I"' BOTTOM OF SHUTTER SHUTTER.RECEIVING ( )HOLE SHALL BE 3/8" 6 �HEIGHTIDTH,UP TO 1" 23 _ % FOR GREATER SPANS OR LOADS 1 > O TYPICAL OUTSIDE CORNER CLOSURE - --- --- - TRANSHOWN INEND STRIP 5 CCt DETAILS WO/CORNER POST 1%ED090•CLIP/WGIEMID ULE,END SnUPS REQUI SPANA 30mv+c�ioBxumoPE 13 NTS USING ANY ANCHOR ON THE 13 ANCHOR SCHEDULE E f14Yi/4'TEK 15 13 SILL SCREW OR--20BOLTTD END 31 32 23 (OUTSIDE) 15-2338 STRIP. USE(7)BOX LOCK AT 1/3 PAG Dl'ECRIPTIDNI SPAN TO 2/3 SPAN FROM AG[ E e N BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE < W W •� CC2 DETAILS WO/CORNER POST o MULTIPLE SHUTTER ASSEMBLY NTS „���•-°�.s� SCALE:3"=V-0" 2 FASTENERS ALUM. TUBE 1111)1)III/ p0046549 NAn003y/E_, EACH ANGLE 6063-T6LA Y 512E. /� �\ C2 CONNECTION TYPE �```�` � ' V' SEE TABLE REFERENCE ANCHOR EXISTING _ -.,,•• SCHEDULE FOR MAX. STRUCTURE_ C�••'UC [S'� 1" T+� OR 2"x 2"x 1/8" \ C1 CONNECTION TYP E Y. 7/4-20 h17+Q INE o 00465 ALUM.ANGLE ° 1 REFERENCE ANCHOR ® W/NUT(41 2";0 �� THREE 3/16"0 73 SCHEDULE FOR MAX 814 SMS:@F6:'O.C. * - SPACING 1/ -ID ALUM. o I (TYP.TOP-g�OTTOMI POP RIVETS t/ �� �•+V 77 O STATE OF to E OR ° ALTERNATE THRU BOLT I �'•. W III;!THREE 812 SMS, 3/16"0 ALUM POP CI CONNECTION TYPE 1- ':;°CORIOP,. �, u 17 RIVET OR N12 SMS _ REFERENCE ANCHOR •ON R 6 OR d, In! TABLEA(Cd) @ 18"D.C.(TYP.) SCHEDULE FOR MAX. w0 WOR /ANAL , �] oU)= 7 SPACING F� 23ZI/11111111 zW V �un PRESSURE VS ALLOWABLE LENGTH O �>Q gq JF 2'SQ'y1J8' 3S0'x�IB• MAY USE MALE OR I I I SOL 11 °�O 1^ ��tl5 '� PSF No S/b No B 00 FEMALE LOCK-SLAT) I &FOR HVHZ 13 F u M o Z 'L'p G 62 130• 188• 73 �_ / GLASS FOR MIN. =QaW W �N7 =� 72 124• 179" CC TYPICAL CORNER CLOSURE DETAILS �� OR DOOR SEP RGLASSATION X^0.m V3j w 82 119' 172• O NTS a=wla- oW F 92 114• 165 - TABLE C: qC jF i I- WALLOWABLE SPAN O W 102 110' 360' SCHEDULE FOR RNq jf _ 6 OR z ~ 120 104• 14T TABLE B(CCA) ALTERNATE THRU BOLT BUDDOUTMOUNT w~� 1\ OR 1A 150 PRESSURE VS ALLOWABLE LENGTH R CONNECTION TYPE (DETAIL F) 00 N ,. 9T 131• l/ REFERENCE ANCHOR 200 BB• 114• PSF 2 RH,X 33')S*I/80 SCHEDULE FOR MAX. MAX � w O WITHBl SSpAUffENR pROBgupE C7 CONNECTION TYPE 1•• 1/4"MAX.FROM PIN REFERENCE ANCHOR GUIDE R BUSHING LLl 62 113' 166• 1251N. +/•30.1 PSF SCHEDULE FOR MAX. r- -1 WASHER ITYP.1 g 72 107, 1ST 1211N. 4/•31.3 PSF SPACING C 82 101' 14T 1181N. 4/•315 PSF )II II 92 9S 139• 1751N. +/•32.7 PS? = J� ANGLE TOSTUBEaCONNECTION 1121N. +/•33.6 PSF / e 0O m 102 90' 132' EXISTING 120 B3' 122' 320IN. +/-34.2P5F 2"x 2"x 125" CONCRETE, EMBED. 6063-T6 ALUM.TUBE Ilgq 150 3071N. +/-352 PSF Zm< 74• 109' 2051N. +/-355 PSF BLOCK OR CONNECTION TYPE c 200 64• 94• 1031N. +/-365 PSF WOOD FRAMING REFERENCE ANCHOR IO SCHEDULE FOR MAX. �,o �F 1-1/2"MIN FOR CONCRETE 2011N. +/•375 PSF SPACING v-s.�••'' c 111 O FOBLOCK WOODAND 3/4"MIN 991N. +/-38.O PSF E 7 951N. +/-39.6 PSF o g Cb ALTERNATE BUILD OUT MOUNT SECTION a Q FASTENER Co)18"O.C. 921N. +/•405 PSF 01 R (USE ANY ANCHOR SHOWN 891N. +/-423 PSF SCALE:3 1'-0" ¢ IN ANCHOR SCHEDULE). 861N. +/-43.8 PSF O I 6 81 IN.We +/•45.4 PSF C 811N. +/-465 PSF ACCORDION SHUTTER 4' 781N..4/-48.3 PSF o' PER PRODUCT APPROVAL � 761N. +/-495 PSF m p 741N. +/•505 PSF �w m. SMS RIVET OR n12 090"6063-T6 )21N. +/-523 PSF APPL2CABLE AT TOP a 1��I a !6 SMS(d 1B"O.C. OR ALUM TUBE IT, 701N. +/•53.8 PSF =BOTTOM BOTTOM %x ^3�' E 1/4-20 NUT 8 BOLT 17 681N. +/•55.4 PSF (TYP.). 3/76"0 ALUM.POP �y 'JW(^' 6BIN. +/•57.0 PSF 1:17 @E ALUM.TUBE RIVET OR 812 SMS B �s�" w q 2 6063-T6 ALLOY pis O.C.(TYP.) g.lo FOR W �m i9i9i9 SEE TASLLB. 2 FASTENERS y"x 5"x t/e" Sa �� J FOR SIZE. CONTINUOUS '-�yr i3 F x O¢0 1/ EACH ANGLE ALUMINUM ANGLE 4 N w I r! @ OPTIONAL ANGLE INSIDE h FOR HVNZ x 2 u- CONTINUOUSOR2•x2.175" 1"x 2"x.093 E 6063-T6 ALUH. THREE 3/16"0 ALUM. SEE TABLE 2 O In ANGLE,TYP POP RIVETS OR 17 ORIENTATION TYP. 17 GLASS x: 6:!co 2'x%"x CONTINUOUS F 17 THREE N12 SMS,TYP. OR DOOR TO CL SS Q 0 Q F 6061-T6 ALUMINUM [ 1"x 2"x 1/8•' E ANGLE 0 0 MIN.THICK 6061-T6OR 2"z 2"x t/8" TRACK FASTENED13 ALUM.ANGLE ANGLE FASTENED TONGLE WITH 1/4-20USE MALE OR FEMALE 1416 EXISTING3 KSIHINE SCREWS AT 3•LOCK-SLAT) w S"6" C4 CONNECTION TYPE CONCRETE HOST ENDS AND9"O.C.13 REFERENCE ANCHOR STRUCTURE WITHTHE BALANCESCHEDULE FOR MAX. Y.•pELCOULTRACONS 15-2338 SPACING AT 3•FROM ENDS ANDISTING CONCRETE wtl.1 812 x 1/2"GALVANIZED (OUTSIDE) DOE GIST! 4.O.C,FOR BALANCE HOST STRUCTURE 3000 PAGE DESCRIMON1 OR S,S.SMS,3/16••0 ALUM. WITH 1%i MIN PSI MIN) CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2Y,' NTS MACHINE BOLT&NUT SCALE:3"=V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES 4F (41 18"O.C. BLOCK OR WOOD FRAMING STAGGERED WITH 3• p OINSIDE SILL MOUNT SECTION MIN.SPAdNG,TYP.O BUILDOUT MOUNT 3 EE SCALE:NTS Q $ SCALE:3-=1'-0" C5 CONNECTION TYPE FRANK L BENNAR00 P.E. III / 016549 w REFERENCE ANCHOR EXISTING `111111 P�9 z.� FOR ASID SCHEDULE FOR MAX. STRUCTURE FOR ASSN o p^ _ ESSEBDAL. SPACING �� �.•' • ESSENTIAL O w a � S"MAX. 1/4- 0 MA illN 2BOL711..N GLASS FAO In ¢o Y GLASS E TAgIE 4 m „� Cl CONNECTION TYPE 2 C N��•• OR DOORSEE w u w- OR DOOR &fOR HVHZ w w -+m REFERENCE ANCHOR W/NUT @ 12A 1.OR &FOR LN72 r w m m SEE TABLE 2 r w>> SCHEDULE FOR MAX. 1B p14 SMS QQ 6�¢.0 NO PECO 6549 - SEE TABLE 2 o a z FOR MIN, 13 7 m W o SPACING /2•• (TYP TOP_8�BOTTOM) .* rn FOR MIN. 13 =w m O SEPARATION X=Z LI SEPARATION X w w" TO GLASS w 0_In s 20 THRU BOLT W/ w �� TO GLASS a i¢ q12 x 1/2"SMS @ 12"O.C. X z z m w LOCK NUT @ 12"O.C.OR z r w m OR 3/16"0 ALUM.POP ¢w a a L7 N �e1,, ^^ STAT m• BY 012 x 1/2"SMS @ 12"O.0 E.S. L7 r¢ z-+ u r ❑ ,�R,o10J i •• fLOR 0 n OR 3/16"0 ALUM.POP z j r RIVETS @ 6"O.C. OR 1/4"B In w o OR Ry J ALUM POP RIVETS @ 12"D.0 a _ S'/OON/ •• yl _' RIVETS @ 6"O.C. E.S. \ _ ON € OR1/4"O ALUM.POP RIVETS / w I7 AND 2� r 111111 I >UQ ��S2 @ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN FOR A$]LA w w j m fn11 ES / 1/4"MAX.FROM PIN 1/2" 1/2"TYP GUIDE TO BUSHING ESSENTIAL L 13 F m x O LJ•L �a W O9 AN11 GUIDE TO BUSHING W WASHER ITYP.) - SEE TABLE 4 p N i O um WASHER(TYP.) m _ GLASS &FOR HYH2 w r w w IR ASSEMBLY zu W ONg �,xu / 1/2" 1/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SEE TABLE 2 LO o uI u v"'Lw-- z d BLOCK OR WOOD FRAMING X z o z m REFERENCE ANCHOR FOR MIN. ¢ ¢ 3� m EDGE SEPARATION a u O a r In s d W w W / 3 CONNECTION TYPE GIST. SCHEDULE FOR MAX. TO GLASS z u w o Ilii G / REFERENCE ANCHOR SPACING AS SHOWN M, R EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.10) ¢ .•I CI / 01ST. SPACING AS SHOWN REFERENCE ANCHOR SCHEDULE FOR MAX. w r 3 CONNECTION TYPE IN DIAGRAM ON PG.10) L7 :n SPACING.ALT.FASTENER m 91OR 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND w O SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REO'D O 1/4"MAX.FROM PIN G SPACING.ALT.FASTENER WITH THIS LOCATION 2 GUIDE TO BUSHING to / ® LOCATION.FRONT AND R CONNECTION TYPE BACK ANCHORS NOT REO'0 REFERENCE ANCHOR •• WASHER ITYP, / 1/4"MAX.FROM O INSIDE MOUNT SECTION SCHEDULE FOR PIN GUIDE TO WITH THIS LOCATION SCALE:3 7'-0" SPACING w� I BUSHING WASHER O 5 CONNECTION TYPE /{ INSIDE MOUNT SECTION REFERENCE ANCHOR ITYP.) SCALE:3"=V-0" SCHEDULE FOR MAX. y1 rn ¢m / NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, EXISTING CONCRETE, SPACING c a p m THE BASE TRACK MAY BE INSTALLED IN SECTIONS BLOCK OR WOOD FRAMING EMBED. �•pv§oC WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS D BUILD OUT MOUNT SE 0?m` / A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO Iwy TYP. BOTTO MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, ;4EM g u 3 USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING - a. OVER THE GAPS BETWEEN SECTIONS . w - EXISTING c O EXISTING CONCRETE, STRUCTURE E p EDGE DIST: o S BLOCK OR WOOD FRAMING 4 CONNECTION TYPEC2 CONNECTION TYPE W/EXTRUSION p2 a v EMBEDrss, 1 CONNECTION TYPE REFERENCE ANCHOR 5 CONNECTION TYPE W/EXTRUSION �1 m R FERENCEANCHOR w SCHEDULE FOR MAXREFERENCEANCHOR CHEDULE FOR MAX. EOE . SPACING SCHEDULE FOR MAX.PACING AS SHOWN S'IS SPACING DIAGRAM ON PG.10) 1416 /:1•.RO A 3 4 R w GLASSSA�OR DOOR L 4L7 y 1/2" 0: &FOR HVH2 13 �' =w O_ w 1112 x 1/2"SMS @ 12" SEE TABLE 7 =-w o WF� 0: 1, O.C.OR 3/16"8 ALUM. FOR MM. N Z u w IA r w 7 0 n 6 SEPARA11011 O In,� II 13 r w N w O B rw70� POP RIVETS 61. ozm GLASS OR 1l I- _' 13wO OR 1/4"B ALUM.POP a u n F DOOR FOR HVH2 v=i oGLASS - OR mi- RIVETS RIVETS@12"O.C• z uw Fpft MIN. XZOZw OR DOOR L7 O VI SEPARATION w fx a Q HVH2 SEE TABLE 2 z z O Z m 10 GLASS E-+O a 1- >� 1/4-20 S.S MACHINE 1- IN u o a p7 AND OB 1/4"MAX.FROM PIN c w SCREW&NUT @ CLASS u w ASSEMBLY 1/2'• 1/2.. GUIDE TO BUSHING tl :8 12"O.C. ¢ TYP. WASHER(TYP.) Lw7 r p 1/4"MAX.FROM PIN Y• 1/4"MAX.FROM PIN m 4 CONNECTION T E w O 1/2" GUIDE TO BUSHING b • Q GUIDE R BUSHING W 1�7RO2 WASHER(TYP.1 p •� x: S 6 z WASHER(TYP.) EDGE REFERENCE ANCHO �d 1 R m EXISTING CONCRETE, DIST. Z SCHEDULE FOR MA C2 CONNECTION TYPE W/EXTRUSIO (J2WPfR6LITR4WILBBiUId10PE :v BLOCK OR WOOD EXISTING CON RE SPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUS Q1 FRAMING BLOCK OR WDOO FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 ` © OR REFERENCE ANCHOR SCHEDULE FOR MAX. _ - 8W 3"x 3"x 1/4"CONT 4 CONNECTION TYPE "12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE, 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONC PAGE 9) RIPT10Ni 0 SCHEDULE FOR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND (MAY BE REVERSED SPACING OR 1/4"0 ALUM.P BACK ANCHORS NOT REO'D OCK D FRAMING AS SHOWN DASHED) RIVETSITH THIS LOCATION �3 @ 12"D.C.O.C. O WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT Q SCALE:3"=1•-0" SCALE:3"=1'-0" `2eSi: SECTION SCALE:3 1'-0" FOR ASTM ESSENTIAL \\7111 111 ZLNNj"ARll, FACIl18 S SEE TABLE 1 \FOR HVHI SEE TABLE 2 EXISTINGGLASS OR MIN.SEPARATION TO Z-+ w - - - STRUCTURE ALT._LEG"DIRECTION -20MACHINEOR GLA55 13p (2)6063-Tfi ALUMINUM BOLT W/NUT : DOOR 0:0:w r ANGLES PER BEAM END, @ 12'•O.0 OR No PE00465 9 w o „ .I SIZE PER SPAN TUBE 014 x 3/4" -*' - _ u m 0 1/4•'0 ALL .I SCHEDULE - 1 „_•y�., jQ Z Q POINTS SOLID _ $ SMS 6"O.C. SPAN TUBE SCHEDULEyD =w Q o SET ANCHORS N - SPAN TUBE u' .O I LO w R -I WITH 7/8"MIN. ALLOWABLE TUBE NUMBER OF NUM Y N = X 0 w Z EMBEDMENT IN - PER DESIGN SPAN THRLLBOLTS AN PER Q OM l7 CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER 'i Ul I'1 $E ANGLE i •AIDP. • p f•w IA BLOCK,3"MIN �„ SIZE SPAN jd J 8 �I- SPACING AND ' TOP BOTTOM TOP BOTTOM TOP BOTTOM TGT) ••• �LL Z j m 3"MIN EDGE TUBE TUBE TUBE TUBE TUBE T110E TUBE/7 I T ••1 \ LLy u g iry w DISTANCE. w u y 4 N o o u 215Y 80" 123.8' 135.7 2 2 2 3 4• T• Z fn 5 5 6 p o 0.125• 98' 101.7• 108.8• 2 2 3 3 71 T in AL q p<w a'^ 3"MIN. 1416 0=m 123` .88.8• 84A• 2 2 3 3 T T Z x I I i ED.DIST. u u B0• 128.1' 157.0' 2 2 2 3 4. 7. 4 9 J J i /2" 1 II FOR 65N ESSENTIAL FACILITIES 13 w O 2�x BB• 114.8• 124.1' 2 2 3 3 7• T W"� oN g { - 1/4"MAX.FROM PIN GUIDE A SFE TABLE 1 8 FOR H7M2 SEE a Z 0'12'^ 123• 1028• 109.8• 2 2 4 4 10" 10" D wmi e TABLE 2 FOR MIN.SEPARATION w a _ T+Ci 4 TO BUSHING WASHER(TYP.1 ORADOOR .CL u 2Y8Y 130'0" 198.8' 2 2 3 3 7• 7' N W xw TO GLASS m 88• 122.7• 155.7• 2 2 3 4 7• 10• O w ul LAG SCREWS Col 24." SEE BEAMU BOLTS Fw� 0.125 123• 115.4• 137.5 2 3 4 5 10• 13• �O O.C.MAX.WITH 2" THREADED PENETRATION 3"MIN. SCHEDULE FOR w r 2'.10Y 80• 168.1• 240.0" 2 2 3 4 T 10• ED.DIST. 7 98' 140.5 229.8• 2 3 4 B t0" 18- "T"INTO CENTER OF STUDS EOUIRED NUMBER = 0.1875 5 6 w 123' 1322 203.1• 3 4 1 5 7 13• 18" EMB."T• 14 SMS Cal MIDSPAN BETWEEN 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: Cf STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER(T Y0",) 1. USE 2"x3'XI/4" x x 4'ANGLES FOR 2•xS'&2"x6'BEAMS. PLYWOOD& TUBE CONNECTION 1/4•'0 ALL 2. USE2•x5'xl/4'ANGLES FOR 2'x8'&2•x10'BEAMS. STUCCO FINISH POINTS SOLID ^+ 3. USE BEAM SCHEDULE FOR DETAIL 3. t�-2 1"x 4"x 125" SET ANCHORS _ SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN � uE 6063-76 ALUM.TUBE WITH 7/8"MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS,WHERE USED �$5 EMBEDMENT IN TOGETHER,BFAM MUST BE LIMITED TO TOP BEAM SPANS, THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR h>�/f•d S' BLOCK,3"MIN -1- 1/4-20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. W/NUT 72"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN 5 C O EJ m SPACING AND 3" 'I: (2)6063-T6 ALUMINUM �O ^� MIN EDGE •I ANGLES PER BEAM END, OR 014 x 3/4"SMS Cal TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 09 I O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"O.C. ANCHORS,ANGLES AND BOLTS),WITH THE SHUFTER SPAN TAKEN zm m r'i SCALE:3"=1'-0" ALSO BE USED - SCHEDULE AS THE SUM OFTHE SPANS AB VE AND BELOW THE BEAM. AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. g STRUCTURE LT.LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. EMBED. E O� m MAX.DESIGN LOAD=x 72 PSF E O E 3 w Oj BEAM SPAN SECTION SCALE:3"=V-0" h FOR ASTM EAOR DOOR IF- �iFACILITIES F 2 FTABLE4 SEE TABLE 2 13 z FOR MIN.SEPARATION TO w ° EXISTING WOOD ` 1 CLASSX Z TRUSS OR RAFTER 1/2" 3" 1/2" I w Q a Cal 24"MAX.0 C. -1/2'1-1/2' ii II ii m E IA EXISTING FINISH I it ii i' w 588 MATERIAL ,I _it •i p II 1 yl a �eg 1/4"MAX FROM PIN GUIDE 1"x 4"x 1/8"6063-T6 TO BUSHING WASHER(TYP.) gLUM.TUBE W/THREE m 1/4"TILE(TYP.) 1/4"H BE LAG ¢ °ea FINISH MATERIAL SCREWS WITH 2-3/4" I ALTS=N=SE 3/4"PLYWOOD MINIMUM THREADED / ' � A325 GRADE THRU BOLT Cal 7"0 CERE PENETR."T"IN WOOD(al I B EACH RAFTER OF TRUSS, p(3q }y} OR 5/16"0 A325 GRADE THRU BOLT(al 12"O.C. 24"O.C.MAX.WHERE 5 6 I \\ ! ,^4 GALV.OR S.S. , TUBE EXTENDS BEYOND w '•�I �-� EN 0 �; 1/4"0 ELCD ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 9� •; 5"O.0 W/1-1/4"MIN.EMB 6", EXTEND TUBE TO 2"x S"x 1/8"6063-T6 OR 1/4"0 LAG SCREW Cnl 9"O.0 W/1-7/8" NEXT TRUSS. ,�„w w m ALUM.ANGLE W/THREE ��)( MIN.EMB. IN WOOD SG=0.42.TO 0.55. / F N x o¢ 1/4"0 WOOD LAG 1'- 1/4-20 S.S.MACHINE SCREW dol 19 w2 SCREWS WITH 2-3/4" COPIW6MRWKLB9FA OPE EXISTING CONCRETE, 12"O.C.IN BETWEEN TRUS�Es =f Z u w MINIMUM THREADED HOLLOW BLOCK OR ` WITH 1/2"0 ACCESS HOLE wt7 9 w u PENETR."T"IN WOOD(d 15-2338 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR 014S EACH RAFTER OF TRUSS,WOOD FRAMING.SEE X Z 0 Z mANCHOR SCHED.BASED ALUM.ANGLE(6063-T6) (al 6"O.C.MAX.IN BET WEEQ 0 a F 24"O.C.MAX WHERE PACE D7'SCRTPRON7 ' ON TYPE OF STRUCTURE S N ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN (MAX.DESIGN LOAD=72 0".5 F.) 6", EXTEND ANGLE TO OPASS THRU DETAIL (MAX.DESIGN LOAD x 72 P.S.F.) NEXT TRUSS. 3 SCALE:3"=1•-0" O TRUSS MOUNT SECTION mo • SCALE:3"=1'-0" Q d GLASS OR _ DOOR FOR ASTM ESSENTIAL (�SEE TAOLE • w 4�&FOR NL1R SEE 7f; NO EOpg85 GLASS OR Z.� GLASS OR 'I I DOOR D- DOOR m TAOLE 2 FOR MIN. w ---_I I � o a SEPARATION TO CLASS w --- --- ---- - FOR w y �V2 L:J p N*- w�I- w.- wwl-Q Q A 4-&FOR r"Ln . , �•w ~NS~ I j �T'. STT& ~. �a zw7.� Npm I I \• •p( oSp 2FOR MIN. IwQ� f- M=Q IFZw� ,disk U� SEPARATION TO N a O ~ u� CLASS VI u1 i N z O u L"MIN. //// (Q•L.. '1• x wIrz . t3 Xzoz•- !// 1 2 i F a a w�m Cl CONNECTION TYPE z o a PARTIAL HEADER MOUNTED (ga �¢TS� �g w> f 'o N REFERENCE ANCHOR a 0. zvi ZSCHEDULE FORM SCALE:3"= 1'-0" ZX .�0 QQ SPACING `t .250" W W 0r`1.150" .250" tn 0. O W yytl4igyz t/4'•m TAPCON(p 24" C6 CONNECTION TYPEw F wO.C.WITH 1-1/4' MIN. REFERENCE ANCHOR gEMBED. SCHEDULE FOR MAX. �- . oWSPACING w E EXISTING CONCRETE ORDIS r EXISTING STRUCTUREBLOCK ONLY.W000 'r°FRAMING 8 WOOD ANCHOEXISTING HOST STRUCTURE�10T ACCEPTABLE / O WALL MOUNT SILL DETAILIVISTING FINISH EG E m I \ TIA TE IAL S .1/4"MAX.FROM PIN SCALE:3 1'-0" ,,,, w GUIDE TO BUSHING '4J' DIST \\ O DECORATIVE FLOOR TRACK DETAIL @OR©CUT IN 4"INTERVALS WASHER(TYP.) N Y SCALE:3"=1'-0- TO FORM U E(SEE �8 O RECESS SILL DETAIL \ [7 DETAIL Pt� FOR ADDITIONAL,..• SCALE:3-=1'-0" \\\1V/ INFO). TYP.TOP&BOTTOM. _ Q ti�F'O- o ® / FASTENER LZ EACH 4"CUT n z n 7 p SEE ANCHOR SCHEDULE BASED w m m 1/4"MAX.FROM ON C4 CONNECTION TYPE TO PIN GUIDE TO VERIFY ANCHOR SPACING n ^ BUSHING WASHERI IS ACCEPTABLE 13 vv v v v v'0 o o m S (TYP.) I w w •N�o J •'oo Q�z v,. s= � // • I.maw omaa o \ n � ���eve �W� o \ O r ..�. i C Il. R \ / w 1/4"MAX.FROM PIN GUIDE h TYP. BOTTOM 1/2• TO BUSHING WASHER ITYP.) o EXISTING 1/4-20 MACHINE BOLT W/NU � STRUCTURE W/NUT(ul 2"O.C. 19 CUT-AT INTERVALS T MATERIAL FINISH ORM CURVE(SEE DETAIL P7 P2 I 1 CONNECTION TYPEREFEREdr� ANCHOR V SCHEDUIEEFOR MAX. q SPACING(FASTENER 88 eeg 1"x T3-606T3 "8 M.ANGLE @ EACH 4"PIECE 66a 6063-T6 ALUM.ANGLE CUT R 1"x 1"x1/0"8 1"x2"x1/8" MATCH AND PROVIDE SUPPORT 6063-76 ALUM.ANGLE CUT TO Op CURVED TRACK SECTION DETAIL OF CUT SHUTTER EXTRUSIONS MATCH ANO PROVIDE SUPPORT SCALE:3"=1'-0" FRONT AND BACK.WHERE OF CUT SHUTTER EXTRUSIONS -- FRONT OF EXTRUSION IS FRONT AND BACK.WHERE m CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS IS NOT REQUIRED. CONTINUOUS REINFORCEMENT PZ .ry,? IS NOT REQUIRED. Pi f, 6 G N i100 APPROVED MOUNTING = HIM MB PIIECEITION,MIN.OF TWO PER MB w APPROVED MOUNTING COPfNIOORUN(LBOM4i00PE CONDITION.MIN.OF TWO PER PIECE APPROVED FASTENER AND APPROVED FASTENER AND 15-2338 SPACING WITH A MINIMUM OF SPACING WITH A'MINIMUM OF _ TWO FASTENERS PER CUT TWO FASTENERS PER CUT SCALE, PIECE PIECE PAC!°ESCRIlmoNr TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS �� "�r' 9� Pl SCALE:3"= 1'-0" @SCALE:3"= 1'-0" 0 ANCHOR SCHEDULE: CONCRETE PRANKL BENNARDO,P.E. �PL-0d16549 Y" 2 x S ITYP.) 2 x S OUTSIOE 1111U1J / =i.•yf, 2.5"MIN EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACING `��7\� f-• - F� /� (� Stuns U2706'-0" - Spans U0 To 8'-8" Spans UO To 13'-0" _ SECTION X) _P •'LICEfy rn G LOAD CONN TYPE CONN TYPE CONN TYPE _ O `<'•• SF _ ANCHOR (VST) Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 )* NO EO P 1/4•ITW TAPCON OR ELCO 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.5"10.0"16.0"13.0"IS.S"16.0" 6.5" 6.0" 9.5" 9.0" O O O - �6$q9 _ ULTRACON WITH 1-3/4' 62 16.0"16.0"12.5'12.0"16.0"14.S"16.0"16.0" 8.0" 7.0" 13.0"10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.0" - ' EMBED(3192psi MIN CONC) 72 16.0•'16.0•'10.0" 9.5" 16.0"12.511115.5"16.0•' 6.5' 6:0" 9.5" 9.0" 9.0" 8,0 4.0" 5:0" 6.0" 1 x S ITYP.1 1 x S(�INSIDE \-@ OR O4 HEADER 1 LL C O N 110 14.5"14.5" 6.0" 5.5" 8.5' 8.5" 9.0" 7.5" 4.0" 4.5-116.011 7.5" 6.0" 5.011. BOT.FLANGE ANCHOR(SEE SPACING ���(L••, STAT /• p W M SS ' 200 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" SECTION X) ,S E OF Pl SIDE CLOSEST lS . O iii�a 8 n 1/4'MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"10.5"16.0"14.0"14.5'14.5' 6.S' 6.0" 9.0" 9.5'• ES TO OPENIN ��s�O.•RIDA .`•G\ � �y WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0"13.0"12.0•'16.0•'15.5'16.0"16.0" 8.0" 7.0" 12.0"31.0"10.0" 9.0" 5.0" 4.0" 5.5" 7.5" ` W O "]: MIN CONCRETE) 72 16.0"16.0"10.5' 9.5" 16.0"13.5"14.5•'14.5'• 6.5" 6.0" 9.0" 9.5" B.5" 7.0" 4.0" 4,S' 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. //NA(j....... Zry• Oi17 U 4 110 13.0'•13.0'• 6.0" S20 8.0" 9.0" 8.01' 7.0" 4.0" 4.5" 6.0" 6.S" 5.5" 5.5" �l SPACING DIAGRAM FOR Cl CONNECTION TYPE: $ D 20D 6.5•' S.5" 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" UI 0aa $$$$L{� i LL Cl CONNECTION TYPE USING PIECE©OR Q DL9M 1/4'ELCO CRETEFLEX 554 48 16.0"16,0"I6.0"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'• 32.5"14.0" Z nd .J �n W/2'EMBED(335OPSI MIN 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 N 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"IO.S' 6.0" 5.0" 6.5" 9.5" D~W�"' Z 110 16.0"16.0" 9.0" 8.0" 11.5'13.0"12.0"10.0" 6.0" 5.0" 6.0" 9.0•' 10.0" 8.0" 5.0" 4.0" 5.0" 8.0'• 7 / 8 COMBINATION +�y Z 2xS TYP.) 17 / 1 COMBINATION V)W 11 20D 10.0" 8.0" 5.0" 4.O" 5.0., 8.0" 10.0" 8.0" 5.0" 4.0" 5.0. 8.0' 30.0" 8.0" 5.0" 4.0" 5.0" 8.0" 9 / 10 COMBINATION b lu 1'MIN EDGE DISTANCE �p 1/4'ITW TAPCON OR ELCO Cl C2 C3 C4 CS C6 Cl C2 tl C4 C5 C6 Cl C2 C3 CA CS C6 p ULTRACON WITH 1-3/4' 48 16.0"16.0" 7.S' 7.5" 16.0" 710 .5•' 16.0"16.0'• 5.0" 4.5" 16.0" 5.5" 15.0"15.5" 9.5" EMBED(3192psIMIN NC) 62 16.0"16.0" 5.5" S.S" 16.0" 6.0" 16.0••16.0 12.5" 4.0" 10.5" 9.5" BED(3192ps1 MIN CONC) 72 16.0"16.0" 4.5•' 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 B.5" 7.S" 4.5" 7.0" 6.0" 1 x S TYP.1 2 x S ITYPA 200 7.0" 6.0" 7.0" 6.0" 7.0" 6.0" 1/4'MILLENIUM MILLFAST 48 16.0"16.0"13.0"13.0"16.0"13.5'16.0"16.0 8.0 7.5" 16.0" 9.5" 11.5"11.5" 4.5 4.0" 7.0" 6,5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. m, WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0" 9.0" B.5" 16.0"10.5'14.0•'1s.o^ 5.5" s.o•' 9.5" 7.5" S.o" 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.S' 11.5'11.5. 4.5" 4.0" 7.0" 6.5" 6.5' S.5" - C3 CONNECTION TYPE USING PIECE Q WITH OUTSIDE Y+ 110110.5"110.5"14.5"14.0" 6.0" 6.0" 6.S" 5.5" 4.0" 5.5•' 4.5" ANCHORS ONLY ru 200 5.5" 4.5" 5.5' 4.S' 5.5•' 4.5" - C4 CONNECTION TYPE USING PIECE 8Q OR © WITH �e m 1-1/4-MIN EDGE DISTANCEOUTSIDE ANCHORS ONLY pv g Z 1/4"ALL-POINTS SOUR-SET E u ANCHOR W/7/B'EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 04 C5 C6 Cl C2 C3 C4 CS C6 ANCHOR NOTES: xm m 1/4-20 SS MACHINE SCREW 48 16.0"16.D" 9.5" 9.5 16.0"lo.0•'16.0"16.0" 6.0" 5.5"116.0"17.0" 10.5'11.0" 3.5•' 3.S" 6.5" 4.5" (30DOpsl MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" B.0" 13.5'14.5' 4.5' 4.0" 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING S 72 16.1 16.0" 5.5" 5.5" 16.0" 7.0" 10.5'11.0" 3.S" 3.5' 6.5" 4.S" 6.0" 5.5 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE •� LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). c W p 110 10.0"10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 3.0" 5.0" 4,0" R 2DO 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ' g 3"MIN EDGE DISTANCE ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 1/4'ALL-POINTS SODD•SET EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER P+ ANCHOR W/7/8'EMBED B Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3C4 C5 C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16.0"16.0"36.0"16.0"16.0"16.0"16.0"16.0"14.12 13.0"16.0"16.0"16.0"16.0" B.S• 7.S' 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. .O 6 (3000ps1 MIN CONC) 62 16.0"16.0"16.0"15.0 16.0 16.0"16.0"16.0"10.0" 9.0" 15.0"13.5"12.5"11.5" 6.0" 5.5' 7.0" 9.0" C - 72 16.0"16.0"13.0"]2.0 16.0"16.0"16.0"16.0" 11.0"12.0"10.5" 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" 8.0" 7.0"110.0"111.0'10.5"19.0"1 5.0•'14.5" S.S' 8.0" 8.5"17.0"14.0" 3.5" 4.5' 6.5'• BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 200 8.5" 7.0" 4.0"13.5"14.5" 6.5' B.S"17.0"14.0'- 3.5" 4.5" 6.5"18.5" 7.0" 4.0" 3.5" 4.5' 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF " 2-5/8MIN EDGE DISTANCE 1/4'POWERS 55 DROP-IN CONNECTION TYPE. W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 ala C3 CA CS C6 Cl C2 C3 24 CS C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ^Q 1'EMBED(3000ps1 MIN 48 16.0"Ifi.O"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. 3 CONC) 62 16.0"16.0"12.0"11.0"16.0"114.5"11S.0"16.0" 7.5' 6.5" 10.0"10.5" 8.5" B.0" 7.0„ 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED aB 72 16.0"16.0" 9.5 9.0 16.0 12.5 12.0 32.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0•' 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 110 11.0"11.0" 5.5" 5.0" 6.5"1 8.5" 7.0" 6.0" 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER ZS g 200 5.5" 5.0" 5.5" S.O" 5.5" 5.0" FINISHES. i9 1/4'POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o Li!T)it W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 1'EMBED(30DOpsi MIN 48 16.0111 6.0"16.0"16.0"16.0 .0"16.0"16.0"11.0"10.0"16.0"14.0"13.0•'13.0" 6.5" S.5" 8.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I$ACCEPTABLE ONLY FOR I CONC) 62 16.0"16.0"13.0"12.0"160"16."15.5"16.0"16.01' 8.0" 7.0" 10.5"11.0" 8.0" 5.0" 5.0" 7.5" SIDE CLOSURE PIECES. - 6 ✓. q�� 72 16.0"16.0"30.5' 9.S' 16.0"13.5"13.0"13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.S' 6.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 't1-� 110 12.0" 6.5" 6.0" 5.0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x4'(MIN,)WOOD STUD.3/4- 200 6.0•' S.o" S.s" 6.0•' s.o" 5.5" 6.0" s.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL • HAVE PHILLIPS PAN HEAD OR HEX HEAD. 2'MIN EDGE DISTANCE , F #12 SMS W/2'EYEWALL Cl C2 tl C4 CS C6 Cl C2 tl C4 CS C6 Cl C2 tl C4 CS C6 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN (OPYBfaRFiINKLffHIVDOPE ARMOR INSERT W/2'EMBED 48 16.0"116.0"113.0"13.0"16.0"13.5"16.0"116.011 8.0" 7.5" 16.0" 9.5" 14.5"15.0^ S.D" 4.5" 9.0" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER (2000p51 MIN CONC) HEAD(SIDEWALK BOLT),U.O.N. 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" 15-2338 ' p n 72 16.0"16.0•• 8.0" 7.5" 16.0" 9.5" 14.5"115.0" 5.0" 4.5" 9.0" 6.5" 8.5" 7.5" 3.0" 4.5•' 4.5'• ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 6�E - HJ�//^// 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" 0.5" 7.0" 3.0" 4.5" 4.0" M7.0" 3.5" 3.5" DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAoc oesrnlPTloN: 200 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.S" 3.5" NUT OR WASHER WINGNUT. - S12 SMS W/2.75'EYEWALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0"11.5"I1,0"16.0"14,0" " 7.0" 6.5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. ARMDR INSERT W/2.5' 62 16.0"16.0•'13.5"13.0'•16.0"15.5"16.0"16.0 85 80 160 110 " 5.5" 4.5" 7.5" 7.5"EMBED(2000ps1 MIN CONC) 72 16.0"16.0"11.0"10.5"16.0"13.5"16.0"16.0" 7.0" 6.5" 11.5' 9.5" " 4.5" 4.0" 6.0•' 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO110 16.0"16.0" 6.5•' 6.0" 10.S' 9.0" 11.0" 9.5' 4.5" 4.0" 5.S' 6.0" 3.5" 3.0" 4.5" 5.0" DRILL INTO HOLLOW BLOCKNOR SH06LD IMPACT DRILLS BE USED TO INSTALLIL 7- 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" " 3.S" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK z�v: oil 14 4110�=M . . ` .T. • I CONN TYPE CONN TYPE WE CONN TYPE CONN TYPE C6 Cl C2 I 3 I C4 CS C3 C4 CS C6 FEEM EffiF�EUR®®FS�QECJS�ES�iE�F®®iiFffii����E¢�ff����_E�IEQ��_il�l�_�ff3 MIMMEmmm E�il�liE�iF391�[�31®[ MIN QZIE"' UmImm 029M1MMUMMFX9®gmumI�iEd�nzKoommumEmF mumm- . !. mQ mmE m� [;I."F m FM ff.x.wrr". 9 • R� +: WE mmF3�EL�➢2F�F mm Emilm ��IF�ii�F3�iFIi[IFI�EF�9FT�F2�R�E�FSI�immmi2Fm2mr.mmmIE3F�F�i mFI mmmmF�F iFI�®F�F�EE�F�F�F�FI��E�E�F� F�FI�9IFI�FI�FI� F�[�E�F� ffmmmmm�m F I�F iiFg9i[�E�[ FTSIE�EE�E£ %////E�E�FI�iF�iF�-3tEb�E�33iF�F�F k��[AFI aMEUE mEm"'//fr%iE449 : mmm �%f/%iE�1m �EE�FT®[�E�i ■®FLFL7FLFfF�F�F�!©F�FL [�C•t�C�R�F�IE�IFFamm©F�FL1©mmQOF�FaF�FI�00C;lFLm { tFmL�L•�FF�I�FFE�II���F[fE��IIEE���IFFFIII���II�EE����E�F��33Vi19 INA t%/�/ ® /�//%J //iFFI��S� o % / IFF�M}I�EFE�LMI� •SSiFFZ��i�FE�IL�I��FtZI��EFF�l��E��E�iF�IE�IF�FT��pI E�FF��IFF�I��E�33iEF'��ilF[��EFEa�� '��1T F�FIb�F21��./,//�/"//////,�F�i�i®�i,�///�'///////O/�E3�F�%���/%�O�%/. [�3i EE�t•�E�I3�It�%//f, � . �#�a//r/f,%F�E3� ��,C7, �•1©��imFa OEM ®®FFA /,� .E� //%%f///%////f/J/////fJ/f///'//f///f/f/////f////%i'///////.','/!//%i%//f%%///fi•`//r////.%J/J%i%///fi, /iii�m iii,onrai Viii ii SIMON •* c��FF�(�� � � �%i�SIMONa/ilii FmE�E3yL�F' EE��[ Til / i.�0/%'//////.l///�f� ///r.E�E�1L� ®[���i, .%/�/� ,F/////.%////�i//�m/ " m�E�!r/ia//fl/. � �///�///�/f///r/// //fes%/// � !""'._". �l///%."%f///%fr//f%/////f//1/%'/f////f%/////f////%i%//f%%//%i%//f%%/�/f/%/l%i%//%i%/l/%i%////%//r//.%//f/%/////:%//r/%///f/•.'///f//1/////ffJ%if////%/f///%/fr/r / lI�E�F�%/ ANCHOR W/1-1/4'EMBEDm���F�F��E� F�F�/i/� iii/� ®� MIMI%fE�r�f��rfa«af/.��r ., mE���iiia//F�E�®�fiaiJi �fi,. �ii iiif �E�E��iiaarriai aROiiri Jii. ii/fai iiifiiia'% aia�rffiiiiiiiiii%iii �mQuo©mc�c�m®c�mom©mcg©Fammacim�mo©FSFm mEE�F�E331E�E}�E}�E�i1FiIlE�FE�F�®'/////%//%i.�FT�31k�E�E�FI�FI���E�EI�E}l31E}�F�F1E� mom E����E��fir.f/////��rai�ri��F�ili�F�F�➢E�E}�FF�31� ®liiir,/aim 0������ Emu�E��i///%f///%. / i, .E�i[�31 MW� �m000©moom©m©FaoFa©o�Frm©mFar�o®moFao© ������ /iii/01/0 m �///,Wil///l ®Ii��E7l���E�C�1�%///��//////f/////. f/%/f/F�F�c /i . c� y�//, //raf///,a/r/%/%f�l�i//i aaiia/�aaiiraia.� /tea/ififiiiii iia�rfaiif/f/ ./ . �mr-_�c�o©c�oo�a,r�mc�om©©comm©r•�Fa,c�,c•�,Qmc�Fc�om ° '�" " � ''�` mHERF�EF �a�F�riia m/m/no p//ff/ � %J//1J//fr/�%//f%////a�%/J//' 11 11171 t FEUNK 4 BENNAi{DO�FSEF. `i tP1T}0465t9 ^..Fe':_ LSCE � * NQ PE0pg654 :O O: * tD N ANCHOR SCHEDULE: WOOD (G=0.5'j) =°�'•, STATE OF W m � ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) '-� '�40RIDP.:' R.mj1 v� 3/4"MIN EDGE DISTANCE �� �[ LLN d 2"MIN EDGE DISTANCE �'j SSp ns Un To 6•-0" Spans UDTo W-8" Sans4VIM ILL%% W o S i s Spans UD To 6'-0" Wiens UD Tp 8'•8" Spans Uo To 13'•0" rn LOAD CONNTYPE CONN TYPE CONN Z� �u>U LOAD O ANCHOR tn aANCHOR {Pg� CONN TYPE CONN TYPE CONN TYPE x C1 C2 tl C4 CS CS C2 C3 C4 CS CS C2 C3 C4 CS �J a _ x C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 04 CS 1/4'LAG SCREW WITH 1-314 48 I6.0"16.0"11.5"21.5'16.0"16.0"16,0" 7.S' 7,0116.0`-116.0-116.0-14.5" 4.S' 15.0•' }[ p 1/4,POWERS TAPPER+WJ 48 1S.5"15.5" 6.5' 6.5" Y5.S'10.5"10.5" 4.0" 4.0" 10.5' 6.0" 6.0" MIN THREAD PENETRATION 62 16.0`116.0,48.5" 8.5" 16.0"16.0"16.0" 5.5" S.5" 16.0"Y6.0"15.5' 3.5" 3.5' 9.S' iL•tTl �o :l]3 }Wu 1-1J4'E4SED 62 12.0"12.0" 4.5" 4.5" 12.0" 7.5" 8A" 5.0" 4.5" 4.0" 72 56.0"26.6" 7.0•` 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0"1401112.913013.0" 7.5" �A..� D WT", z G, 72 10.5'30.5' 4.0" 9.0" 6.0" 6.0° 530 56.0"16.0" 4.5' 4.0" 13.5'14.0"12'.0" 3.0" 2.5' 7.5' Y1.S' 9.5" 2.5' 2.0" 6.0" , v 110 5.5" 5.5" 200 11.5' 9.5" 2,5' 2A" 6.0" x1.5' 9.5" 2.5" 2.0" 6A" ILS" 9S" 2.5" 2.0" 6.0" Illtll7F/�'/!C�'4/irn' � xm p 200 uC'i 7/16•WOOD BUSHING WITH 48 Y6.0"16.0" 9.5' 9.5' 16.0"13.0"13.0" 6.5" 5.0" 13.0" 7.5" 7.5" 3.S' 3.0 4.S" O W tD u IIS2 SMS Wj2'EYEWALL 48 16.0"16.0" 8.5" 8S" 16.0"13.0"23.6" 5.0" S. I2.5" 7S" 7.5" 3.0" 3.0" 4.5" 0 1.13'MIN EMBED&314.20 62 14.5'14S' 6.5" 60' 14.5' 9.5" SOA" 4.0" 3.5" 6.5" SS" 5.0" 2.5" AO" 3.0" ^W-I r.' O ARMOR INSERT W/1-1/4' 62 14.5"14.5" 6.0" 6.0" I4.S' 9.S' 10.0" 4.0" 3.5" 6,0" 5.0" 4.5" 3,0" v SS MACHINE SCREW 72 12.5"12.5' S.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" EMBED 72 12.5"x2.S' S.Q" 4.5" 1x.0" 7.5' 7.5" 3.0" 3.0" 4.5" 4.S' 3.5" v itamtn 110 7.0" 7,0" 3.0" 2S" 4.0" 4.0" 3.5" 2.D" 2.0" 3.S' 3.0" i 110 7.0" 7,0" 3.0" 4.0" 4.0" 3.5" 3.5" 3.0" p P''�u 200 3.5" 3.0" 3,S" 3.0" 3.5';,+i3.0" ". 200 3.5' 3.D" 3.S' 3.0" 3.S" 3.0" 3 II14 SMS*14W OOD SCREW 46 16.0"26.0"13.0"1 56.0"x6.06.0" 5.0" 5.0" 12.0" Gi OR 3)4'fI0 ERSTAPPER+ fit 16," .S' 9.S" 16.0"26.0"16.0" 6.0" 6.0" 16.0' 12.5" 4.0" ANCHOR SCHEDULE: GROUT-PILLED CONCRETE BLOCK PEN taa{ioIMIN THREAD » 16.0"16.0" 8.0" 7.S' 16.0"16.0"l60" 5.D" 5.0" 12.0"SLS'-16.5E 3,5" 3.0" 6.T, I10 i6k 16.0" 5.0" 4.5" 10.5'22.0" 9.5" 3,0" 3.0" 5.8 ..5" 2.S' 4.5' W' 4"MIN EDGE DISTANCE 200 9.0" 7.5' 2.5" 2.5' 4.S" 9.0" 7.5" 2.5" 2.5" 4,5" 9.0" 7.S' ,5" 4S" -� Spans UD To d'-0" Spans UD To 8'-8" Scans UD To 13'-0" q LOAD CONN TYPE CONN TYPE CONN TYPE; 4 w ANCHOR (Psf) C1 C2 C3 Ca CS Cl C2 C3 c4 CS C1 C2 C3 C4 C5 NCHOR SCHEDULE: WOOD (G=0.42) 2 a rL' 5/16'IIW TAPCON XL W/ 48 16.0"I6.0"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" 3f4"MIN EDGE DISTANCE -'m, 2-3)4"MSH.EMBED 62 36.0"16.0"16.0"I6.0"x6.0"56.0"16.0"12.5'11.5"x6.0"x6.0"16.0" 6.0" 7.6" 30.0" 72 16.0"16.0"16.0"15.5"16.0"16.0"16.0"10,4' 9.S" iS.S'14.5"12.5' 6.5' 5.5" 8.0" ti Spans Up To 6'•0" Spans N To 8'-8" Spans UD To 13'-0" ., E f lY0 16.0"16,0"IDA" 9.D" 140"2N'x2.5' 6.S" 5.5" 7.5" 12.0"20.0" S.5" 4.5" 6.D" fn LOAD CONN TYPE CONN TYPE CONN TYPE LP C 200 12.0"10.0" 5.S' 4.5° 6.0" Y2.0"10.0" 5.5" 4.5" 6.0" 12.0"10.0^ S.5" 4.5" ,6.0" _� ANCHOR sf) CI C2 tl C4 CS C1 C2 tl CA C5 C1 C2 tl CA G5 .pp S 5116•ELCO ULTRACON Wl 48 16.0"16.0"13.5"13.5"16A"16.0"116.v 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4"LAG SCREW WITH 1-314 48 x6.0"16.W 9.0" 4.0" 16.0"16.0"16.8" 6A" 5.5" 16,0"16.0"16.0" 3.5" 3.5' 10A" S c g 2-1/4'MIN.EMBED 62 16.0"16.0" 9.5" 8.5" 16.0"12.0"12.5' S.5" S.0" 9.D" 6.5" 6.0" MIN THREAD PENETRATION 62 36.D"16.0" 6.5" 6,5" 16,p"16.0"116.0"14.9' 4.0" 13.5'11.5"10.5" 2,5" 2.5' 6.0" a v 72 i6A"16.Q" ZS" 7.0" 14.0" 9.5" 9.5" 6.D" 5.5" 72 26.0"76.0" 5.5" 5.5' 16.0"16.0"x6.0" 3.5" 3.5' ID.O" 9.5" 8.0" 2.5" 2.0" R " 1I0 110 15.0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0•' 2.0" 2.0" 5.0" 7.4' 6.0" 2.0" 4.0" O s 200 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5' 6.0" 2.0" 2"MIN EDGE DISTANCE *14 SMS #14 WOOD SCR 48 16.0"16.0" 9.5" 9.5' 16.0"36.0"16.0" 6.0" S.4' 16.0"11.0"11.5" 3.5" 3.5" 7.0" Cl C2 tl C4 CS Gl C2 C+ C4 C5 Cl C2 tl CO C5 o W 1/4'POWERS TAPPER+ 62 16.0"16.0" 7.0" 6.5" 16.Q"14.0"15.0" 4.S' 4.0" 9.S' 8.0" 7.0" 2.5" 2,5' 4.5" 0 WITH 1-314"MIN THREAD 0.' 012 SMS W/2"EYEWALL 48 16.0"16.0"10.5"10.5'36.0"16,0"16.0" 6.5" 6.5" 16.0"72.5'12.5' 4.0" 3.5" 7.5" 3 PENETRATION 72 16.0"16.0" 5.5" S.S., 31.0"11.5" 3,5' 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" ARMOR INSERT W/2'EMBED 62 16.0"16.0" 7.5" 7.5' 16.0"15.5"16.0" 5.0" 4.5" Eis!, 9A" 8.0" 3.0" 0" 110 10.5"10.0" 3.S' 3.0" fi.0" 6,5" 5.5" 2.0" 2.0" 3.5" 5.0" 4.5" 2.0". D 72 16.0"16.0•' 6.5" 6.0" 16.0"12.5"12.5" 4.0" 3.5" 7.5" 7.0" 6.5" 4. 200 5.0" 4.5" 2.0" 2.5" 5.0" 4.S" 2.0" 2.5' 5.0".R.S 2.0" 110 11.5"II.S' 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" S.0" 3.0" 200 6,0" S.0" 3.0" fi.0" 50" 3.0" 6.0" S.0" 3.0" $yy�[tc4� i66 s1i0 { } ANCHOR NOTES:SEE SHEET ClFYROft7IRNttL87tY1mOPE 30 FOR ANCHOR NOTES. 1.5-2338 SCAM ¢ pACL DEff�1,jPF7ANt . ���i`1�,, 8�N r�' TV�Eil64s5498NiDOt�yT;4.j ROUND WINDOW ASSEMBLY ��••�,LG ��� EDGE OF ACCORDION 12"MIN FROM ~tt •.Mo PE0046 4 Q SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION _ TOP OR BOTTOM SHUTTER BLADES 0.125' _ -(� - ` 2' 0.032'-#F ` 0.125' �pQ'• $TASE OF 4 0.03 p -1.- _ z ���S•.FGORIOP.•� e, W M S Ll 0.146• ;' ''�. G ����,5'/pNAI W(it�ta y m Z U)CO UJ boa z�L �WV 30 tN� 2.875°0 HOLE 70 RECEIVE ROUND TY4.1" _C�4 i , W WINDOW ASSEMBLY qau W "�W C 2.875.0 HOLE(TO RECEIVE rL 02.e75' }r0.188° � z +03.250" ROUND WINDOW ASSEMBLY) UT d 5 MAXIMUM OF 3 WINDOWS a Q W A LIGHT-N-VIEW WINDOW PER EVERY OTHER BLADE, N.T.S. SABICPLASTICS SLX1431T-UL-94HB 2 LIGHT-N-VIEW WINDOW _ E ROUND WINDOW n ASSEMBLY - _ .13 N.T.S. EXTERIOR ELEV G ei m .{ Io12'MIN FROM � � a q EDGE OF SHUTTER, EDGE OF ACCORDION H roi - TOP OR BOTTOM SHUTTER BLADES O.R1 0 RECTANGULAR T- i D ' • ` 571.1WINDOW ASSEMBLY BLADE W ROUND WINDOW D D D D EDGEOFACCORDION, 3 EXTERIOR ELEV 5i �-2.210---+ I=SHUR BLADES D D D D v-q 1.210D 0.145 0.145 3.5'MIN og D �r g TYPICAL }. o � 1.500'x 6.000"LLE(TO RECEIVE RECTANGULAR d ' - • WINDOW ASSEMBLY) I.SOO'x 6.400"HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .161' PER EVERY OTHER BLADE o A93' {�.oz0" 3 RECTANGULAR WINDOW , w c Q O c _ 13 N.T.S. EXTERIOR ELEV q d sq 95 ,o. ri• .118. �aaOR E "1- � DIA. �` 0.500' 0.500" ,$p S i d d }-1.5•-4 - ry .!- _�� (INT.) 3.5"MIN.L RECTANGULAR WINDOW A ( ) RECTANGULAR WINDOW NOTES: CTANGULAR WINDOW SHOWN IN TYPICAL i-`-�< ASSEMBLY - ;' 145" 1, THE3 IS MADE FROM GE XLIO LEXAN WITH 0.355" p i ' 0.075'MINIMUM THICKNESS. a 2. FRAME FOR RECTANGULAR WINDOW MAY 9• ' BE NYLON 6 OR POLYCARBONATE WITH A 7 °i i Q 0.145' o i tavlWditBwKLeeWlDOM -+ MINIMUM THICKNESSOF 0.161'.ATTACH TO BLADE WITH(6)#4 SS SCREWS OR 15-2338 L___�® 1.856' X0:177• .355' 'BOLTS WITH NUTS. SCALD ' A SECTION A-A p,11OF Of�IIPi7o1}j BLADE W( RECT. WINDOW _ 5 RECTANGULAR WINDOW 13 N.T.S. -- EXTERIOR ELEV 13 N.T.S. �- EXTERIOR ELEV ��� i