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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 Business & i Professional Regulation fic BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge Stats&Facts { Publications Contact Us BCIS Site Map Links Search Or 1 ` Product Approval gr USER:Public User Product Approval Menu>product or Aoolication Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 y Application Status Approved Comments Archived ❑ CY Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954) 51 tomj@tc-alutc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston ` Address/Phone/Email 400 west McNab Rd. V Ft.Lauderdale,FL 33309 (954)970-9999 `•\ tomj@tc-alum.com Quality Assurance Representative }� Address/Phone/Email 1 \ Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bernardo,P.E. the Evaluation Report \v W Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.odf FL13757 R6 COI Indeo2.odf (] _� FL13757 R6 COI Indeo3.odf W c= ( cl i I>i ez ,a Referenced Standard and Year(of Standard) Standard Year U ® o ASTM E1886 2006 (ld ASTM E1996 2005 3,fCD 0 ASTM E330 2002 TAS 201 •1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 11/13/2018 Florida Building Code Online Page 2 of 2 FL13757 R6 Equiv Eguivl.Ddf FL13757 R6 Equiv Eguiv2.pdf FL13757 R6 Equiv Eguiv3.Ddf 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 Summa o ucts 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.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 span/pressure FL13757 R6 AE Evall.odf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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 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.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes Bad Naxt 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Seaton 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: � =® tel Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuo... 11/13/2018 ENGINEERING EXPRESSO August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries 6.8 Accordion Shutter Project#15-2338 . To Whom It May Concern. Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation,certification has been.prepared, as referenced above. This engineer is not owned, operated', nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). `\\\\`X 3 t B,j i/,t/j! ,� L• ...E!Vv Respectfully, :\\ �••''�ticEus� •;'��J': k�4 No PE0046549 0 072017 w STATE OF <U Frank L.Beimardo,P.E. '. �S;' •Fto �oP. ���.` ENGINEERING EXPRESS' *���'f,;��6W- #PE0046549 Cert.Auth.9885 15-2338 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443. ENGINEERINGEXPRESS.COM Y.WbJEC}SiiJ]]!8!•1000FCINStNTT[A.fM-WDA?EJLggJ.41OP20NROt�RIIDGCOQP}WIIG}HYpQCtJIECUPOASSt67flQA9EP•Kq}R.1D00 - ENGINEERING WEXPRESSO August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town'&Country Industries,Inc. 6.8 Streamline Shutter Project#15-2339 To Whom It May Concern: Please be advised that the below-signed engineer does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above-noted product(s). B N� ,,• q Respectfully, No P�pp46549 ; •� = - 720 =- * W S ros or- Frank FFrank L.Bennardo,P.E.r'•4,c:" FLOR�oP�.���� ENGINEERING EXPRESS® #PE0046549 (Cert.Auth.9885 '1 f i n► 15.2339 i ii i 160 SW 12Th AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-4443 ENGINEERINGEXPRESS.COM Y'PNO.[C75116SSH8�l71q+MilP�.f?-UpGILFl.171iit f+WiANRONMOIDOCQCEChMRNi7feCWMTEltS71:90ifDkRFGgri7SbOC ENC31NEERING 4 EXPRESS August 4,2017' Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries E.A. ESSENTIAL FACILITIES ACCORDION Project#15-2340 To Whom,It May Concern: Please be advised that the below-signed engineer .does not have nor will acquire a financial interest in the company manufacturing or distributing the product(s) for which an evaluation report or validation certification has been prepared, as referenced, above. This engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above and does not have any financial interest in any other entity involved in the approval process of the above=noted product(s). N���1'11'1/t// \• Respectfully, _�Q.;. o oo�6�a9 % _ LL. N PE.* W LU= F ; _\ ' FLORA. Frank L.Bennardo,P.E. /11111 ENGINEERING&PRESS® /11111'1 S101`1F� #PE0046549 I Cert.Auth.9885 15-2340 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - .FAX: (954) 354-0443 ENGINEERINGEXPRESS.COM WPROJECTSOG,fWUESSENTKL FACUM ACCOMM.FM.OF TE FL13/0/]FORMN FLOfiFR90WPOITFM~016436W4OENLtlIeJ= 9014WIF ENC3INEERING August 4,2017 ' Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 = Regarding: Town&Country Industries 6.8 Accordion Shutter Project#15-2338 To Whom It May Concern: This office has reviewed test reports showing structural perfbnnance of the above-noted products. These test reports pertain to testing performed in accordance with ASTM E1996-05, Performance of Exterior_ Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining the structural performance of this product, this standard is equivalent to ASTM El 996-W,which is a referenced standard in the Florida Building Code Sixth Edition(2017). `��11i1ttlj���! Res ectfull `� �•�'"BEA'N���' EN AUG 07 2 _ o PE0046548 0 Frank L.Bernardo P.E. O '• STATE OF ENGINEERING EXPRESS®' F�oR�nP• ,:•.\��` Ca , #PE0046549 J Cert.Auth.988F ZONAL 15-2338 i s 160 SW 12TH AVENUE SUITE 10'6', DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660'- FAX: (954) 354-0443 ? ENGINEERINGEXPRESS.COM ' V.IPRLJECT81f6YJ]llIA4�ONSNUtTER-i]A•YPQRTEf4.t]It1.tfCNl6HitOPDAffiD600PPP01'CMIWOAFBCUiMSfl16]f]16[CUNFI.f]1r}.1DCC 9 i t ` ENGINEERING August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399 Regarding: Town&Country Industries,Inc. 6.8 Streamline Shutter EX#15-2339 To Whom It May Concern. This office has reviewed test reports showing structural performance of the above-noted product. These test reports pertain to testing performed in accordance with ASTM E 1996-05 Standard Specification for Performance of Exterior Windows, Glazed Curtain Walls, Doors and Storm Shutters Impacted by Wind Borne Debris in Hurricanes. This standard is adopted in the Florida Building Code Sixth Edition(20 17)and.is equivalent to ASTM E 1996-09,which is also an adopted standard in the abggemefmWFed building code. BEN��,......... . 9,Q - ���•'��GEN�� .QOM� . Respectfully, LLJ je 01F Frank L.Bennardo,P. ENGINEERING #PE0046549 Cert.Auth.9 5 15-2339 160 SW .12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354=0443 ENGIN EERINGExPRESS.COM V..�PP ECTMIS-MUSTPFAMDX-FSA.LWMTiR17M2 FOR mm FLO=a M=COO&PPZAVrWP/ PFWUWAISt&23MMUN-FL%lnl2OOC ENGINEERING IEWPI4ESS August 4,2017 Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee,FL 32399. Regarding: Town&Country Industries E.A.ESSENTIAL FACILITIES ACCORDION Project#15-2340 To Whom It May Concern: This office has reviewed test reports showing structural performance of the above-noted. products. These test reports pertain to testing performed in accordance with ASTM E1886-06, Performance of Exterior Windows, Curtain Walls, .Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. We have determined that for the purpose of determining the structural performance of this.product, this standard is equivalent to ASTM E1886-05,which is a referenced standard in the Florida Building Code Sixth Edition(2017). BE �����111i•If/p�,1� Respectfully, �•• '"�� - U. Na PEQ046549 UG LU : Z Frank L.Bennardo P.E. TATE ov 4!, ENGINEERING EXPRESS® �'�, �9SIaNAL #PE0046549 Cera.Auth.988Y l l i, 15-2340 160 SW 12TH AVENUE SUITE 106,. DEERFIELD BEACH, FLORIDA 33442 PHONE: (954) 354-0660 - FAX: (954) 354-0443 ENGINEERINGEXPRE SS.COM v:naiecTazsasmFwcssartv{Futneu�:vr:ru.cwucaunm�+maenasankcmnmrFecrmar`t�:sam.cauxsinmracx i P E ■ •T• ENGINEERING EXPRESS PRODUCT EVALUATION REPORT ENGINEERING EXPRESS EXPERT, PRODUCT EVALUATION REPORT August 4,2017 Application Number. FL13757.1-R6 EX Project Number: 15-2338 Product Manufacturer: Town&Country Industries Manufacturer Address: 400 West McNab Road 'Ft.Lauderdale, FL 33309 Product Name&Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This-Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission)Rule Chapter 620; 8 ,F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017)and is,for the purpose Intended,at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled°6.8 Accordion Shutter,sheets 1-13,prepared by Engineering Express, signed&sealed by Frank L.Bennardo,P.E.is an integral part of this Evaluation Report. • - TEST REPORTS Uniform-static structural performance has been tested in accordance with ASTM E330-02 and TAS 202 test standards per test report(s)#0353-1102-07(signed and sealed by Ynu J.Abraham,PE)by Hurricane Test Laboratory LLC(HTL)and test report#98-016(signed by George Dotzler)by Construction Testing Corporation(CTC). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-05&E1996-05 and TAS 201 S 203 test standards per test report(s)#0353-1102-07,#0353- 0512-09(signed and sealed by Vinu J.Abraham,PE)by Hurricane Test Laboratory LLC(HTL)and test report#09-024(signed and sealed by Yamil G.Kuri,PE)by Construction Te300 Ggr*nation(CTC). • STRUCTURAL ENGINEER114G CALCULATIONS � ftlVslid foStructural engineering calculations have been prepared which ges 12 _ evaluate the-product based on comparative and/or rational = _ analysis to qualify the following design criteria:, - A6IG Q 1. Maximum Allowable Spans = �, 2. Maximum Allowable Design Pressures = ~� ,•rank/=?� 3. Minimum Glass Separation ardp.." . 0 ,48& 9?:• X9885 j 160 SW 12T" AVENUE SUITE 106; DEERFIELD BEWUN 3442 PHONE: (954) 354-0660 - FAX: (954) 354- 3 ENGINEERINGExPRESS.COM 1 r i VWp,IECiflf4t11EA 1000RMW OM-flAAU4OMVL9[AMRMMROWASM 4TWFftST EIC MAM1$Z3ZMVk-FL",l.U= t . i S ENGINEERING EXPRESS® August 4,2017 Town&Country Industries—6.8 Accordion Shutter Page 2 of 2 4. Anchor Spacing 5. Anchor Capacity No 33%increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and.essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this'product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product Evaluation Document(i.e.engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e.engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other suchAamage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). 160'SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 f PHONE: (954) 354-0660 - FAX: ('954) 354-0443 ENGINEERINGEXPRESS.COM i VWfL]HCT6ti"M64�ICN LNRFA-FM-UPDATE FLOW.%FORM14 KGRICAMDD COWRMCTWFMl FBCDFMMLE ]MN3EVIiLA4W.iDUC i 6.8 ACCORDION SHUTTER 4549 /FOR USE WITHIN AND OUTSIDE THE HVHZ0 TABLE 1 TABLE 2 TABLE 4 * NO PE0p46 O ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 ALLOWABLE SPAN SCHEDULE = D 7( 30 FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWA-BLE SPAN ASTM ESSENTIAL FACILITIES ONLY HVHZ HVHZ MINIMLWASEP AU N SCHEDULE '.' p IND LOA POSITIVE WWD Nylq __ FROM GLASS NON•HVHZ MINWUMSEPARATKX4 /�T'1Tf OF, ?jQs8 FROM GLASS RIDA IL yTj§ WIND LOAD LOAD WITH POSITIVE DESIGN WITH CEN7E10A4TE� yNyINp�Oqp DESIGN �SMURER O {{yy00�1 WIND UNIMATE xp ALL PRESSURE SPAN T ABOVE INSTALLATIONS 30LAAB I NS DESIGN POSITIVE PRESSURE Imo' sS SER INsrALLArKk1S INSTALLATIONS '.,�/VAL EN O LOAD(PSF) ® (PSF) NEGATIVE WIND 630•ABOVE s3P ABOVE /llllllll111 L OW S OR 7! d 1x GRADE GRADE WIND LOAD ALL IPSF) GRADE GRADE LII .• OR@ 8 x CONDITIONS- I (9L) (N,) TOAD MOUNTING (N.) (N,) gY W (PSF) L. 28.3 168' 6.T 3b' 23B 158' 758` 753• 80" 3.1' < L1• p yt1 25.0 154' 158' 15W 60" 3.0' 1.1' 50.0 CON 150'x- 30 89' 3.1' E 1A- W 30.0 ! 14T 156' 16W 30 --!E- 3.0' I.W 55.0 163• 120' 3.11 12' gL� 35.0 142- 150" 768• _ 120' 31v 3. 1.9' 600 148• 15V 5.8' I 35' y u`5 TM gg 40.0 137' 145' 156' 156-- 6,T �3b• 054 14Y 60- 3.1• 1.1• O W Tr+ 45_ 0 _ 133" 141'_ 1%, 6' 3.0' 1.1• 70.0 13T 88' 3.1' I 1.5' b 0 50.0 - 129' --137" _ - 168• 99' 3•a - 1.0' 76.0 133• 40 1D9' --- 3.11 --i�-- 14, W. 55.0_ 128' 134• 166• 40 108' 3A' 12' 80.0 128' 12- 20' 3,1- 2. 80.0 124' 731' 14ir 120 3.0• 2Y 85.0 128• 13268 ' 2T 65.0 121' 129' 1436 13Y 6.T 28' 90.0 121• 166' 1, 4.3' h .L - 145' ST 3.6• yyy 70.0 719' 12B" 73T 93.0 11B' 60' 3.1' 75.0717' 124' 133• or 3.0- 1.1' 100.0 115' 99' 3.1' 1.T BB' 3.0 1.T 103.0 172' 708• 3.T 2.0• 'm B0.0 ! 115' 122 125' fi0 B5.0 113' 120' 125' 50108' 3.0' 2•p 110.0 110' 127' 3.1' 25" 90.0 117 118' 121' 1120• 3.0- 2.6' 715.0 107• 13? 5.8' 3.1' 1.0., Q 95.0 1 110" 117' 118' 13T S7' 3.6- 120.0 105• 156• 5.8' 52- 100.0 I 108' 715' 115 80' 3.0- 12 125.0 103' 60- 3.7" 1.7' �G�*K m 105.0 I lOT -_11Y - 11Y BB' 3.0' 1.9' ---1 08' 3.1' 1.8' 89 4+ 110.0 106' 110' 110' 708' 3.0' 2,Y 136.0 99' 60 108' 3.7• 2.1• 2m< 115.0 I 105• 107• 107• 13T 5.T 3.6' 140.0 BS' I% 3.1' 2.T 720.0 104' 105' f OS' 80' 30' 1 1.Y 145.0 0Y 148' 0.8' SA' I iO 103' 70 84' 3A- 1.5 160.0 69" 60' 3.1" 130.0 _ - _ 101• B9' _ 3.0' 26• 7..o 86' B4' 3.1' �1B' E 735.0` 88' 126' 5.T I 3.6•_..� 160.0 83" 70 99' 3.1' � 1.9" 140.0 9S 80' 3.0• 1.2 165.0 81' 120' 3.1• 3.0• m g I P" 145.0 92" 90 84• 3.0' 1.T 170.0 78' 13T 5.6" 4.5' 150.0 - I BO' 99' 3.0' 2.3' 175.0 155.0 BB' 11. 3b' 3b' 180.0 _180.0 i_ - 83' W. 3.0' 1.3' 185.0 7Y 90 BB- 3.1' 22 Bt- 110 �- 3.0' _1B_' 1900. 70' 120' 3.7' 3.6• _170.0 -__-_ 78• _._._._D0• _J3.0'__---_-2.S_�_ 183.0 8B" 121' 6B' 3.T f 175.0 -- 76• 110• 3.3' 3.3• 2�0 �' BO" 3.1' 1.2' ` 180.0 74' 80• 3A' 1S _ --FOR BUILDOUT MOUNT MAXIMUM 110 �� A1" 1.B' _ _ 09' 3.1' 2.5'' { 105.0 72' V 120 _B4' 3.0' 1.9' SPANS AND PRESSURES,SEE 110• 3.3- 3.3' 701' 105' I 3. --_-3,Y TABLE C ON SHEET 6/13 AS 20s.o i BB• 60" 3.7- 1.2 _ _ '►FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE G { 200.0 �- 120 99' 3.7' 2 8' TABLE C ON SHEET 6/13 ! 105' TABLE 1 AND 2 NOTES: Isi $ L. HVHZ:DEFINED AS MIAMI-DARE COUNTY AND BROWARD TABLE 3 AND 4 NOTES: T�1 COUNTY FLORIDA. 1. NON-HVHZ.DEFINED AS ALL LOCATIONS OTHER THAN 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. v �W 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN IYk!YE ap SCHEDULE'ABOVE ARE MA7LIMUM ALLOWABLE DESIGN SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN <� PRESSURES AT EACH RESPECTIVE SHUTTER SPAN, ' PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. THE 6,8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND {) RE 3. NO SEPARATION FROM GLASS 1S UIRED FOR tl4m 9■ OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE; Lt q mrIOmRRW41L�WmO� ►E I IT 15 PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE O V INSTALLATIONS]N WIND ZONES 1 THROUGH 4 OUTSIDE OF BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR �1- _ THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. 15-ZS3B } THIS CONDITION POSITIVE 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 Q�Q# OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE:IT S Dnau'rLon,� HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN I{'!. 1S PERMISSIBLE TO MOUNT TO AWOOD OR CONCRETE BEAM PRESSURES ARE AWAY FROM THE HOST STRUCTURE. ' ��11��!/!/��111T'iT' WITH THE BACK OF THE SLAT FACING OUTWARD. 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, '1'� THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE NEXT NIGHER SPAN SHALL BE BE USED. I USED. L,I ILII *: MO PE0046549 =-u �N �0��•. SrATE OF w �i VSs%•��RIDA•,.•'\a� ¢• � �E GENERAL NOTES: �'//�NAL16NG\`� LU Fin� 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - NO LIMIT Z qui U, CODE SIXTH EDITION((2017 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE v> (Z(�ONE,AND THE INTER ATI BUILDING CODE((IBC)AND INTERNATIONAL RESIDENTIAL CODE ASTM E1996 09 SEE PRODUCT EVAALUAATION REPORT FOR MORE INFOR 7ATIONILTfIES AS DEFINED IN SECTION W �N 9 N 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �'"W a DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 3 E Q-.` G REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK y � BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE w of CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. .+O 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND M ZONES IN ACCORDANCE WITH ASTM E1996.09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITEIi�tA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Z J PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a VIEW LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN, vi¢ w�F 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 u C3 SHALL BE USED. r �1 S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC 0 SITE. =w z bS 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 0� ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME X a PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. =`i-.~ c 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE t,l CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W 5 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM d $ THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND 3USTIFY THE BOTTOM TRACK LO DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL GRAWING HIS/HER APPROVAL. C� ' 12. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE FL MISSILE LEVEL D-ASTM ERN,E1996&E330 TYPICAL PLAN VIEWS TAS 201 202&203 E FLORIDA PRODUC APPROVAL NUMBER 3 � 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION K.S.I. SHUTTER ELEVATION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4.0 OR 3/16.0 5052 8 d d s�& ALUM.ALLOY. N.T.S. 1 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR � BOX LOCK AT CENTER OR SIDE CLOSURE. 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, 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 30°. big 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. haill11 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 1 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE 0GPIAWFPAWLX3W=PE. I 22. THE 6 SYSTEM MAYNG CODE BEMOUNTED 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 MCAM BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN ��eoe�aurrroN� PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND SHUA BEI ) IBS STRUCTURE. 23. SHUTTER MAY ALLOWABLE DESIGN WIH PRESSURES 2ADDIITONALL LADEOF rl 3 1 i | FIIANX L.BEN.IR D0 P.E. 3750 ```h11111111fI// /PE0046549 _ 4 125' 2.01 A' q10-24 THUMB 1.950" ``� �•�,: n F #• a SCREW _ //--STAINLESS STEEL 'I` 28P `�,�� IGEN '•.'9 O^� 1D'L ,Ily.o ASSEMBLY 3200 HOLE N N _ No PE0046549 - 111 07 w .DSO' WHEEL a. NYLONr V '-O `° �-p oN .062' 3a a 1.100" .240" o 10 STATE OF ~7 > th '-• 5' MAX. TYP AT EVERY OTHER .7S0'• i��s•;CCORIO?'.•' is O20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP .870" N ''//S/O �,(n �# /f 111111 t11 W o.;=..2 19 ANGLE SCALE:HALF SIZE AND it ONLY CYLOIDER-5000 BRASS,NICKEL PLATED Z� �ujU� Q'l� SCALE:HALF 512E 21 22 ROLLER ASSEMBLY HOUSING-ZINC DICASTpOWDER COATED Q 0 O SLIDE ROD UE � $ SCALE:HALF SIZE NOTE-MAY BE KEY OPERATED OUTSIDE OR THUMB m 0 t SCALE:HALF SIZE TURN OPERATED INSIDE. Z �- {`t'250 23 BRASS PUSH LOCK =u W ' NYLON WASHER SCALE HALF SIZE sN � OR ALUMINUM SCALE k o w d1 It YLON BUSHING ,276' �,'SS. ---SOD ---__ W in OPTIUIJAL) ��' ,500' PINTO 14 x 2-3/4"410 HT S.S. o0 CREW W/ N.062'. o; C ULTRACOTE COATING �YP TOP✓,BOTTOM) 2.250' o WASHER: '154' } '137• 1 5' In ,�'' yl 7/16"0 x 1/2"L&INTERIOR J0114T TOP m �1 7/16"0 x 1"P 114TERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT �, .....2,752' 2.0 0' .. M�y g m 24 BUSHING ASSEMBLY DETAIL v SCALE+HALF SIZE "g ei SCALE:HALF SIZE 27 RAINGUARD 2g DECORATIVE FLOOR TRACK Z 1 d 1 978' SCALE.HALF SIZE SCALE:HALF 512E 1.742' 2,125' R .623' ---- .236' . 10.7 5'8'L m • �"°�° mom ` 1i,7fl 1'0•' .N^6 7'o oo 2 7,02 "1.10.1022"5.22'.16642" 1.110' 2.465 2.405" 443' •443 1.084' m 0 0 Ev .284 .200" 1.068' 23 ^' 190" .250 250" P " "aid 93.443' .469 3.476' .160' t2 " 100 062. .176 _ ■+E � gc I \ a etLCAf 29 2003 6.8 CENTER MA U141MATE 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER �MATE , CENTER MATESCALE•HALF SIZE HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALc" HALF SIZESCALE:H SIZ.062'7/16"0 STAINLESS , STEEL-NUT �� NOTE:ATTACIIHEN TREWS POR 5.500' x 13/16' WIDE �'-t'.400- r END STRIPS SHALL 910 TURX - HEAD STYLE IIAIII15 u OR PtfILLIPS DRIVE S 'WS, tp ! _ ,A m 30 38 THUMB SCREW �o HAND-TIGHTENEDONL '�^ - SCALE:FULL SIZE 250'.r-� W m _ 1/4-20X1 OR 6//16-18x1 O`x OD �Cp N I --� MACHINE SCREW 57AINLES5 r1 �,,.108' T1READNTERNAL STEEL a ¢^W N��9 --}v 00►i001rtiAMIIL6/1000Il TTP• 31 T-SCREW INSERT o r ♦-illi 15-2338 *--j•,689' POWOEFt COATED,ZINC OIE-CAST SCALE.FULL SIZE _ N L1� LGSfI' CALM DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER �' o �, `, .254• 40a 40b 40c INDUSTRIAL SYSTEMS (OPTIONAL) l _• .DDD• ni •- �, �, 35 BOX LOCK SCALE,HALF SIZE i 33 SCALE:HALF SIZE 39 2X7 ANGLE 2" & EXT n SCALE:HALF SIZE o, 4A.125' SCALE: H F SIZE A c � ``LI7I)I I11l1(/E�EOOJ6549 NARDOI`Q.E=; FASTENER N 18" S EXISTING GLASS DIST. EXISTING GLASS �� ,C lUSE ANY ANCHOR SHOWN EDGE IN ANCHOR SCHEDULE( DIST. FJ= !tl L' 4: N E004654 7 '� 3 =5 EMBE SILL (INTERIOR) ALT,DIR CTION EMBED. 17 ff a� gao OF ANGL LF.G 11 II f '`d� �%"9•• CI} �•••N��� (INTERIOR) 77 S ATE OF p 8 MI 0.062"THICK 6063-T6 '�� LOR70,,. Im�S A UM.ANGLE I"x 1"MIN. /•/ NAL yLLgY EDGE 0 2"x 5"MAX.(ANGLE LEG 33 t. 29a 29b / 71f1I It% ZW =.�A DIST. AY BE REVERSED( 38 29 •ASTENER C.1 18"O.0 (USE ANY 9 13 ANCHOR SHOWN IN ANCHOR Illfnnf GQ Gpy 13 13 13 21 3B 73 23 29a 296 ' ym � 73 SCHEDULE,1"MIN.EDGE DISTANCE(. L 6.80"(TYP.) 29 1112 x 1/2'•GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) W 8"n �� OR S.S SMS,3/16"0 ALUM INTO CENTERMATES 1/3 \`—`R (EXTERIOR) 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE 13lIK� m THREADED HOLE.LOCATED(al MACHINE BOLT 8 NUT SHALL BE 3/8" W 1/3 SPAN TO 2/3 SPAN FROM @)18"0 C MAX.WIDTH UP o w y TO V HEIGHT. b0 TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES w SCALE,3"=1'-O" 5 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES>8-3",ONE(at 1/3 SPAN LOCKING DETAILS FOR SCALE 3"=V-O" AND ONE AT 2/3 SPAN FROM BOTTOM CENTER MATES ri USE(1)BRASS PUSH LOCK OF BLADE,TYPICAL.FOR LOCKING In OR(1)5/16-18 THUMB SHUTTERS,A BRASS PUSH LOCK 23 SHOWN ON RANDOM n SCREW DO THREADED MAY BE SUBSTITUTED WHEN USE WITH DETAILS �} INSERT 37 AT 1/3 SPAN CENTERMATE#29 AS SHOWN,RECEIVING w y rr TO 2/3 AN FROM SEE END ST 5CHEDULE W y BOTTOM OF SHUTTER HOLE FOR THUMB SCREW MAY BE 7/16" �i RECEIVING HOLE SHALL BE 30 Mt. Y �, FOR HA%.SPAN WHEN Nn 3/8"MAX WIDTH,UP TO13 - `,!' USING cOa,LOe Dq 40cN1"HEIGHT. 30 .�.i �im�40 roEND STRIP SCNEDUIP ylm " `\..... !i1 0-1.c PSF �n 1`810(2.T) 82 106. 90 USE APPROPRIATE Zm ty +re STARTER STRIP TOSPAN E< 3 �a JO PROVIDE CLOSURE FOR 13 "" 4D BUILDING CONDITIONS. Col 23 2'010(3,T) FASTEN STARTER S (INSIDE) E STRIP TOl" TRACK W/ R �(� 3'910(4,r) AT CORN SCREWS (H CORNER 3S �yy '0 ALTERIJATE END STRIP DETAIL (HAND-TIGHTEN ONLY(. 13 5 $y� 1.6'x3` 8 SCALE:3"=l'-O" ANY TRACK ILLivi'• 5 !!PR s�aY Sj I x0A 063' W/SCREW BOSSES. 7gd O ��QD g r I O 1 ' ` EXISTING GLASS '� g 13 6 I USE(1)BRASS PUSH 30 rrte�.. USE(1)BRASS PUSH LOCK ¢¢ ¢ 8 LOCK OR(1)5/16-10 13 -YIN i OR(1)5/EW pp11�6�-18 THUMB (INSIDE)THUMB SCREW INTOE� 3O �� INSERT I13710AT9 E3SPAN SILLTHREADED INSERT p im 4�gc SYY AT 1/3 SPAN TO 2/ .dl BOT- TO TO AN FROM •gyp SPAN FROM BOTTOM OF BOTTOM OF SHUTTER' '[df SHUTTER,RECEIVING (OUTSIDE) e HOLE SHALL BE 3/8" Q HEIGH7IGTH,UP TO 1" 23 ?ORGREATER SPANS OR THAN SHOWN IN END 510.ID dm CCl TYPICAL OUTSIDE CORNER CLOSURE - �-- --- - scgeOUl.e,END STwequlRe vsRA 5 3D DETAILS WO/CORNER POST VIII,090-CUP ANGLE NIDsvAx y t3 30 oanaartEnAncuaxworE USING ANY ANCHOR ON THE NTS 13 ANCHOR SCHEDULE&#1401/'TFX 31 215 (OUTSIDE) 15-2338 SILL SCREW OR 111.20 IxKT TO END STRIP —USE 111 BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM PAGE DISCILWIMON, BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE --713 CC2 DETAILS WO/CORNER POST o d MULTIPLE SHUTTER ASSEMBLYNTS 1O. �'�`"P SCALE:3"=l'-0" I 2 FASTENERS ALUM. TUBE 11 ) F/4FIRIANKNNAR00,P.6063-TB ALLOY I I 1111 •EACH ANGLE '`' C2 CONNECTION TYPESEE TAQLF A FOR SIZE. REFERENCE ANCHOR EXISTINGSCHEDULE FOR MAX STRUCTURE1"x 2"x 1/B" ♦ SPACING � �, 9/e_ OR 2"x 2"x 1/8" / 1 C7 CONN7, mAx ECTION TYPE 1/4-20 MDL`""E F}'{{,IOD465 ALUM ANGLE ° / REFERENCE ANCHOR W/NUT[d 72 0, 16 SCHEDULE FOR MAX 014 SMS(1�6:'0 C THREE 3/16"0 13 7`' - ALUM. I SPACING 1/ (TYP.TOG-0)�OTTOMI �: _CDN POP RIVETS '+ OR 17 I. I/ ALTERNATE THRU BOLT � 0 STATE OFIVOR U1m4 THREE 012 SMS, 3/16"0 ALUM POP I CI CONNECTION TYPE wl- i� •'•.F4ORIOP;.• 6,f ri M61 17 RIVET OR 012 SMS r REFERENCE ANCHOR dN 6OROR I-Ps ` ��TABLEA(co) CSO 10O.C.(TYP) 1� SPACIINGE FOR MAX. FOR OR i�111111 'PRESSURE V5 ALLOWABLE LENGTH w KaMAY USE MALE OR 11 I m PSF 2NW/B' 3��1/B' FEMALE LOCK-SLAT) I I / II1y�,kccF_Oifl HNi4 LL 7 13 I-1 0962 13V 188"U lGLASS '� run SON. Z��w 8.w l w I SEPARAII(A h 6 n 124 179^ CC TYPICAL CORNER CLOSURE DETAILS �' ,� �\` OR DDDR TO 61ass x V)0 m N c 82 119' 172• NTS 92 114' 165• TABLE Co ��/f l~7 W~ `w ui ui 1ALL 02. 110' 160" DUIEfOR RNA>F `" ( OR 6 R 120 ID4' 117 TABLE B(OCT) ALTERNATE THRU BOLT NUILDOUT MOUNT w r`' _ --\ 0 I0 ISD 9T 131• PRESSURE ITS ALLOWABLE LENGTH REERENCEION ANCHYPE OR (DETAIL F) aw B8' 114• PSF wliii Wo 3"'ONIWo SCHEDULE FOR MAX, MAX Max w° SHUTTER Df910N C1 ¢ONIJECTION TYP' 'le 1/4"MAX.FROM PIN �a SPAN PRESSURE 1" .y REFERENCE ANCHOR (/ BUSHING 62 113' 166" SIS IN. +�1PSf SCHEDULE FOR MAX,. /' 1-- -� WASHER (TYP.)14x3/4t 72 HIT 1ST 1211N. +/•311 PSF SPACING .II 1 I 19 5d 82 III3' UT 51110. '/•319PSF „L q 92 9S 139' S151N. •32.7PSP i L_ U / •'SMS 0 9•'O.0 M� D. o _1121N, 7/•33.6 PSF / ANGLE TO TUBE CONNECTION 102 90' 13Y 550110. +/•341 PSF EXISTING 2"x 2"x.125" Bblir pb °L m 120 83. 122' CONCRETE, EMBED 6063-T6 ALUM.TUBE IDS IN. +/•3S2 PSI 109' TOS IN. +/•35.9 P51 OLOCK OR 5 CONNECTION TYPE103110, r•365 PSi WOOD FRAMING REFERENCE ANCHOR 1-1/2"MIN FOR CONCRETE 1011N. +/•37.3 PSf SCHEDULE FOR MAX OR BLOCK AND 3/4"MIN 99110 +/-38APSF SPACING Cl FOR WOOD 95 IN. +/•39.6 PSf Cb ALTERNATE BUILD OUT MOUNT SECTION g FASTENER(M 1B"O.0 921N. +•40.9 PSF SCALE;3"=V-0" °7 R IUSE ANY ANCHOR SHOWN 0*14, +d23 PSF N ANCHOR SCHEDULE). I � 86110. r/43.8 PSi ' 831N4 +/•4SAPSF B1 IN, 4/-465 PSF ACCORDION SHUTTER i �, 78110. +/•483 PSF n' I 76110. +/49.5 PSF PER PRODUCT APPROVAL Wm 1 o 741N. +%SO.9PSF 3/16 RIVET OR 012 2"x 2"x - 721N. +•523 PSF x w I SMS @18"O.0 OR .090"6063-T6 c� < 70110._+/•53.8 PSF APPLICABLE AT 1/4-20 NUT 9 BOLT 17 ALUM TUBE TYP w '�, 68110_+/55.1 PSF AND OR BOTTOM F IT YP.1. 3/l0"0 ALUM POP �,( ALUM. TUBE RIVET OR 1092 51.15 -� � 66110, +/•57APSf w 2'OR 3° i W xx11 6063-T6 ALLOY Cm 18"0 C.ITYP I rc Iwo �a D w SEE IABfE 9 2 FASTENERS 2"x 5"x 1/8" g- >S F[�OR 11u i-6m FOR SIZE. x CONT'IPIUOUS LiE� F u, ¢ Ss!S�St E Y `� 13 xoo 1/2-MIN. + R EACH ANGLE ALUMINUM ANGLE o h FOR RVHI Z 2 •- 2'x 3'X3y% 2,175' 0 1"x 2"x 093" pPTIONAL ANGLE INSIDE • NIw CONTINUOUS OR 2'x THREE 3/16"0 ALUM SEE TABLE 2 .O w e y 6063-T6 ALUM - 17 ORIENIA71014 TYP 17 GLASS F�0R11�aa1 - p m 2'%y'%CONTINL10U5 ANGLE,TYP o PUP RIVETS OR OR 000R IPAAAT X u rc Q 4 17 7HREF.1012 SMS,TYP. TO GLASS = �o.f 6061-T6 ALU ANGLE � u w 0.9'MIN,THICK 6061•T6 IIYY E� OR 2" 2' ALUM TRACK FASTENED 13 ANGLE FASTENED TO ALUM.ANGLE TO ANGLE WITH 1/4.20 EXISTING 3 KSI MACHINE SCREWS AT 3' f� USE MALE OR FEI4ALE W CONCRETE HOST 0071NOOFRWILFBIW00PE LOCK-SLA1'1 5 6 R CONNECTION TYPE FROM EBALAND 9.O.C. 13 1° ` REFERENCE ANCHOR STRUCTURE WITH FOR THE BALANCE 15-2338 13 w SCHEDULE FOR MAX. Wo ELCO ULTRACONS 2-1/2'MIN. tY `, \.\\ PACING AT 3'FROM ENDS AND EXISTING CONCRETE scoim " N12x 1/2"GALVANIZE (OUTSIDE) 4'O.C.FOR BALANCE HOST STRUCTURE(3000 PAGE DdCMMON1 OR 5.5 SMS,3/16"0 ALUM\ WITH 1/�MIN E CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,DR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2%' SEE TABLE C FOR MAX SPAN AND PRESSURES o, g EXISTING CONCRETE, NTS MACHINE BOLT 1L NUT' SCALE+3'•n t'"U'• MIN EDGE DISTANCE, Ep1 18"O.0 BLOCK OR WOOD FRAMING STAGGERED WITH 3• EE INSIDE SILL MOUNT SECTION MIN.SPACING,TYP. BU ILDOUT MOUNT E- S SCALE-3"x V-0" FRANK L SENNARDD,P.E. xi REFERENCE CONNECTIONTYPE EXISTING AAA AA11111 /pJ D/6549 g.w 9 p(":tb _ Z.� FOR&UM SCHEDULE FOR MAX, STRUCTURE GLASS FOFSSINTIAI C3wo' (ACI lifSS ¢ SPACING - 5"MAX 7/4-20 MA i�lBOL FA iIITI c tY p > GLA55 E TABLE 4 w C7 CONNECTION TYPE C OR DOOR S�TABLE 4 F u u`. OR DOOR &FLii HVN2 w w Jm REFEREIJCE ANCHOR I9 W/NUT�d l4' L.OR B FOR HVHZ 4 Z m SEE TABLE 2 i-✓I_°o SPACING SCHEDULE FOR MAX. O 011.SMS aj 644.0 No PE00 6549 _ SEE'TABLE 2 Z w Q FOR MIN. 13 ] .In�+ /2 (TYP TOP=JL#BOTTOM) FOR MM. 13 In W EL O SEPARATION Z F Z w 1/4"-20 THRU BOLT W/ SEPARATION X m w` TO GLASS ut m o m J lilt 'O _ TO GLASS 4 3 D(r 012 x 1/2"SMS,CI➢12"OX. K Z°Z n w - �� '. wom .f $_ LOCK NUT C°t 12"O.C.OR E r w m OR 3/16"0 ALUM.POP Q c Q Q a m OR 6 ORl STAT �N12 x 1/2"SMS P 12"O.0 E S. w r a Y oua 1- ° LORf RIVETS Gil 6"O.C. OR 1/4"0 w p 'jOR ETS@ ALUM.POP wr ALUM POP RIVETS Cnl 12"0 C u OR ttt��� .C51 ••RIVETS Cal COP RI E S �_ taiOR 1/4"m D.C. .POP RIVETS / M AND /W'I")I IJI(�12"O.C.E.S 1/4"MAX.FROM PIN FOR nX w w r J m I� Q J: 1/4"MAX.FROM PIN ASSEMBLY I/2.. 1/2"TYP GUIDE TO USHING pCcs[NPAS 13 r In=o o U oma W Zo O9 AND t0 GUIDE TO BUSHING WASHER(TYP.! > ,n w Qg C3 try ASSEMBLY WASHER(TYP.) m GLASS 1� &FOR TABLEVHZ of r Z u w UJ _ IN 9 F( a O / 1/2" 1/2"TYP EXISTING CONCRETE, w - 4 CONNECTION TYPE OR DOOR SII SEE TABLE 2 w°m J •iS• Lu x o BLOCK OR WOOD FRA11ING EDGE REFERENCE ANCHOR u FOR MIN. X w 93 Q a 3 v 9 5 SCHEDULE FOR MAX. E d W / 3 CONNECTION TYPE _ DIST. _ TP S 1� J°N r W� � REFERENCE ANCHOR SPACING AS SHOW1J / EDGE SCHEDULE FOR MAX 4 CONNECTION TYPE IN DIAGRAM ON PG.10) Q .�N DIST, SPACING AS SHOWN REFERENCSCHOR EDULE EREN EF DR MAX( r 3 CONNECTION TYPE IN DIAGRAM ON PG.101 SPACING ALT FASTENER '^ REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND ° OR 6 R SCHEDULE FOR MAX. BLOCK OR WOOD FRAI411 BACK ANCHORS NOT REO'D �O 1/4"MAX FROM N G / SPACING.ALT FASTENER WITH THIS LOCATION 2" ^ / ® LOCATION FRONT AND Cl CONNECTION TYPE GUIDE R BUS.) REFERENCE ANCHOR WASHER(TYP.) FROM BALK ANCHORS NOT REDO O INSIDE MOUNT SECTION w / WITH THIS LOCATION B SCHEDULE FOR MAX 19 UI PIN GUIDE TO SCALE.3'b 1'-o" SPACING 1 5 CONNECTION TYPE ' BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR �a� ' (TYP') SCALE:3"=1'-0" SCHEDULE FOR MAX. H4. K m STING CONCRETE, SPACING .Qv m I / NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET. BLOCK 0 VOID f•RAMING EMBED. / THE BASE TRACK MAY BE INSTALLED IN SECTIONS � / WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS BUILD OUT MOUNT-SEC _m< I A MINIMUM OF TWO SETS OF ANCHORS AND IS A CO TYP. BOTTOM MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALEF USED WITH THE BASE TR RACK MUST BE CONTINUOUS BLOCK OR WOOD FAMING >.;, EF p I OVER THE GAPS BETWEEN SECTIONS F�1R--J Ia EXISTING E EXISTING CONCRETE, STRUCTURE E 5 BLOCK OR WOOD FRAMING 8 EDGE IST. 4 C014NECTION TYPE' C2 CONNECTION TYPE W/EXTRUSION p2 a •r EMBED '1 CONNECTION TYPE d REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE W/EXTRUSION yT I R REFERENCE ANCHOR SCHEDULE FOR MA REFERENCE ANCHOR ai p SCHEDULE FOR MAX, m SPACJ14G SCHEDULE FOR MAX SPACING AS SHOWN W - S 6 ` SPACING IN DIAGRAM ON PG 10) 14 16 /;1�,RO lll'' 3 4 8 w o N Glass w r J m (r i w I OR DOOR FOR HVH2 r Z O p r w I b 1/2" w 012 x 1/2"SMS @112" SEE TABLE 13 7 w=� FOR - w W w r J M O.C.OR 3/16"0 ALUM SEFOR NATION m O m II 73 I- �_0 g f rw770 POP RIVETS(N6"O,PC. r DZm GL R4 ,FOR _ = Z • �iaa a �pa FOR IEE r m N o OR 1/4"0 ALUM POP u rr Q a DOOR N r 0 u w i GLASS ( I E t3 S=Z u` RIVETS La 12"O.C. S OIL~ FOR MIN, Z p Z m OR 0.. SEPARATION HVHZ SEE TABLER2 %Z a Z in w TO CLASS E J 0 N r 1/4-20 S.S.MACHINE Q-•O p r (Y AND 1/4"MAX.FROM PIN a I SCREW 8 NUT Cm GLASS 5' uN ASSEMBLY 1/2'• 1/2" GUIDE TO BUSHING S 12"O C TYP. WASHER(TYP.) w w VI 1/4"MAX.FROM PIN 1/4MAX.FROM PIIN m ° GUIDE TO BUSHINGIlia ? GIDEBUSHN4 CONNECTION TYPE 1/2" y 1 R 2WASHER(TYP.) ' iv WASHER(TYP I EDGE REFERENCE ANCHOR O a 5 6, EXISTING CONCRETE. DIS SCHEDULE FOR MAX. C2 CONNECTION TYPE W/EXTRUSION 2 lmraartaLVRLIe►wmovE ry L BLOCK OR WD00 EXISTING CONCRESPACING AS SHOWN 5 CONNECTION TYPE W/EXTRUSION 1 FRAMIING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR 15-2338 Q OR REFERENCE ANCHOR SCHEDULE FOR MAX _ 3"x 3"x 1/4"CONT 4 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING WJUAI 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING,ALT FASTENER EXISTING CONCRETE. ■AOl o!lQ7rT10Nl IMAY BF.REVERSED @b LOCATION.FRONT AND SCHEDULE FOR MAX. POP RIVETS 6"O.C. ACING OR 1/4"0 ALUM P BASK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING AS SHOWN DASHED) CWITH THIS LOCATION RIVETS CM 12"D.C. 9� OWALL MOUNT SECTION O CEILING / IIJSIDE MOUNT SECTION O WALL/BUILD OUT L SCALE.3--r-0" SCALE.3"=V-0" SECTION LTJ/ ' SCALE:3"=1'-0" r t FOR ASTM ESSENTIAL `1,111 !!! x L 9NNAADO.P.E FA ILITi c SEE TABLE 4& ' `1S A•"�'^ I FOR HVHZ SEE TABLE 2EXISTING OR MIN.SEPARATION f0 STRUCTURE •• GLASS Z I"" '^ ALT LEG DIRECTION 1/4-20 NS OR GLASS 730> 0. MACHINE. p p n (2)6063-T6 ALUMINUM BOLT W/NUT /• DOOR 0:= r ANGLES PER BEAM END, �12"0 C OR _* NO PE0p465 9 _ w n �I SIZE PER SPAN TUBE p14 x 3/4" J _ r i . : *Wr GLASS OR SVODOR5 OR ZGLASS ORNO DOD DO O- DOOR m TABIC fOR WIN. w I I 7 FO�IgL w} F� SEPARATION i0 CLASS ________ ___ LJ b •>♦- E 3EE �+�Z-)- � I `•' pLv �JJ FOR F.,N m 1 1�g4 FOR [c �- O_~,m i i iT�'•, A,T ~ _ 2 OR WIN. =d¢ff f ut=� I=Z�� I I ��i�s. ( O SEPARATION TO In w 0. SEPARATION TO O W a W h•D=o /j /Q GLASS Q= j GLASS 'z I' 13 X z o w 4"MIN. W JIQ.: !R ii w 000 w(t !T Cpl W 2 13 E I�1 Q 13 X w o= C7 CONNECTION TYPE s J°a RADIUS HEADER MOUNTED WOI- £ -IO'� REFERENCE ANCHOR CN PARTIAL ELEVATION -Z 20 -' 29 u Z SCHEDULE FOR SCALE:3'- V-O' Z �Y w d d SPACING 'T .250--pW �~ .250" N / 1/4"m TAPCON @ 24" C6 CONNECTIOLU N TYPE w 1311¢d u� _ CI C.WITH 1-1/4" MIN REFERENCE ANCHOR IO I~jl M `il, TB. 18 �w W O EMBED o SCHEDULE FOR MAX. O 111 b L1 SPACING 'I dp /L EXISTING CONCRETE OR �2 r EXISTING \ BLOCK ONLY.WOOD / I STRUCTURE \FRAMING&WOOD ANCHORS/ •t40T ACCEPTABLE EXISTING HOST STRUCTURE ri O WALL MOUNT SILL DET AI Exlsnr4G FINISH wIn MATERIAL .W 1/4"MAX.FROM PIN m $a \ SCALE;3"0 V-0"���,/�� GUIDE TO BUSHING DIST \ O DECORATIVE FLOOR TRACK DETAIL I&R@CUT IN 4"INTERVALS WASHER(TYP.) W�Y C ORECESS SILL DETAIL \ SCALE 3"=1'-0" D E TAI RMP tU�EF(OR ADDITIONAL r $ f� Q SCALE:3..p t._0.. EEO ` \ ISI at P 0 (1 ' INFO). TY TOP&GO I TOfq .i \ ([M EACH 4"CUT a o`+ - 3 a' 0.g' m SEE ANCHOR SCHEDULE RASED H n m I 1/4-MAX.FROM - ON C4 CONNECTION TYPE TO S. on,amml'• a =_OpS d PIN GUIDE TO 13 VERIFY ANCHOR SPACING IS ACCEPTABLE 'i v o o BUSHING WASHER J Y (TYP.) J w �d 000000 ��� !E Ds 13 i O $ VVYVV11/4"MAX.FR M PIN.GUIOE V Q I TYP. BOTTOM ' 1/2" 70 BUSHING WA HER ITYP. O $ f ° EXISTING 1/4-20 MACHINE BOLT - STRUCTURE - W/NUT @ 2"0 C i g 19 CUT AT INTERVALS T $ EXISTING FINISH ORM CURVE ISEE DETAIL P�P2 ) 333 MATERIAL I 1 CONNECTION TYPE I REFERENCE ANCHOk 9$p SCHEDULE FOR MAX 5g !9p 0 1"zt"xt/8"&1"x2"zt/B'. SPACING(FASTENER a �Btl DBBBIJJI @ EACH 4'.PIECE MA6 H 6 ALUM ANGLE CUT R 6065-T6 &1"z ANGLE MATCH AND PROVIDE SUPPORT M, TCH 6 ALUM ANGLE CUT TO O CURVED TRACK SECTION DETAIL OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT SCALE.3"m 1'-0" FRONT AND BACK WHERE OF CUT SHUTTER EXTRUSIONS FRONT OF EXTRUSION IS FRO14T AND BACK.WHERE o CONTINUOUSREINFORCEMENT FRONT OF EXTRUSION IS PZ 666 IS NOT REOUIREC CONTINUOUS REINFORCEMENT P�' y - IS NOT REOUIRED. � „ z '� }: APPROVE-MOUW 00 NTING -` u� / Hill tl - MB .. CONDITION,141IJ OF TWO PER MB�f APPROVED MOUNTING � PIECCONDITION. �� mErwollrftwaL{s{wmorc MIN.OF TWO PER __ 15-2338 APPROVED FASTENER AND APPROVED FASTENER AND �� "� 'i SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF - fICAIlI PTWO ECEFASTENER5 PER CUT TWO FASTENERS PER CUT ►AGloesaumoNl -PI TYP. SECTION FOR SHUTTERS P2 TYP, ALTERNATE SECTION FOR SHUTTERS �iX93 SCALE: 3"- 1'-0' OSCALE:3'- 1'-0' g i ANCHOR SCHEDULE: CONCRETE FNANK L BENNARDO P.E. 11 I1 6PED046549 -I q/ 2 x 5 ITYP.I � 2 x S(�OUTSIDE \\\111 1 - - " 2.8"MIN EDGE DISTANCE TOP FLANGE ANCHOR(SEE SPACIIJG \\ �-• aK N �. L_. n G CS CIS LOAD Span Up T06'-0". Spans Up To B'•8" Spans UP To 13'•0" SECTION x) ``�Q",••' LICEp6, �!� `, o_ pNC (Dsry CONN TYPE CONN TYPE CONN TYPE O (L`C: F 1/4'ITW TAPCON OR EICA• 48 16.0"I6Cl I �.0"16.0"16.0' 16.0"16.d'16 0"16.0"10.5"1 0' 165 13.d'15.5"16.0"C6 Cl C2 6 5"I 0"19.5" 9.0" O O O -*'• MO A�O�6$g9 d UL7RACON WITH 1-3/4• 62 16.0"16.0"12.5"12.0 1 19.5'16.0"16.0" 8.0" 7.0" 1 10.0"11.0"10.d' S.0" 4.0" 6.0" 7.0" - 1 v S TYP.) i EMBED(3192Ds1 MW CONC 72 16.0"16.d'30.0" 9.5" 16.0"12.5"35.5"16.d' 6.5" 6.0" 9.5" 9.0" 9,0" 8.0" 4,0" 5.0" 6.0" 3 OR O4 HEADER:f�LLOI(110 14.5"14.5" 6.0" 5.5" 8.5" 8.5" 9.0' 7.5" 4.0" 1.5" 6.0" 7.5" 6A" 5,0" BOT.FLAN E ANCH�R ISEE SPACING \• STAT L•1 UI �_ SECTION XI E0 IE69 y S,0" 7.5" 8.0" / 5.0" 7.5" 6.0" 5.0" \1/4'MI ILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0'•16A"16.0'•11.0.10.5"18.0'•14.0"14.S"14,5" 6.5" 6,0" 9.0" 9.S" SIDE CLOSEST TO OPENINWITH 1-3/4"EMBED(3275pc1 62 16.0"1fi0"13.0"12.0"16.0"15.5'160"L60' 8.0" 7.0" 320"110'100" 90" 5.0" 4.0" 5.5" 7.5" •MIN CONCRETE) 72 16.0'16.0"10,5" 9.5" 16.d'13.5"14.5.14.5" 6.5" 6.U" 9.0" 9,5" 8.5" 7.0" 40" ,1.5" 6.5" NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ////ONgLE�1\\\ ZS 110 13.0-113.0-1 6.0" 5.5" 8.0" 9.0" 8,0" 7.0" 1.0" 4.5" 6.0" 6.5" 5.5" 5.5" _ SPACING DIAGRAM FOR C1 CONNECTION TYPE: ff1111 QQ 200 6.5,E 5_5" / 5.5" 6.5" 5.5" 5.5" 6.5" 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.d'100" 8.5" 12.5'110" - C1 CONNECTION TYPE USING PIECE©OR Q ZtoX W/2'EMBED(3350ps1 MIN 62 16_0'16.0"16_0"16V16101116.011 0"16,0"16.0"16.0"16.0"12.0"10.5'16.0'16.0"11.5"13,5" 7.0" 6.5" B:0" 13.0" W i4ww•11 rl CONC) 72 16.0"16.0"15.5"14.5"16_0"16.0"I6�0"16160'10.01' 8.5" 12.5"14_0"12.0"10.5" fi;0" 5.0 -8.5_9.5 W x 4 yVy 110 16.0"].0- 9.0" 13.0"12.d'f0.�_d' 6.0" 5.0 8.0" 9.0" 10.0" E.U"5,0" 4.0" 5,0" 8.0" 7 /(8�COMBINATION In�i L A 7 v S TYP.1 77 /8 COMBINATION Lu 41 200 10.0' 8.0" 5.0" 4.0" 5.0" 8.0" 10.0' B.0" 5.0" q.0" 5.0" 8.0" 10.0" 8.0" 4.0" 9.0" 5.0" 8.0" 9 / 10 COMBINATION b p y 1"NIM EDGE DISTANCE %0 1/4'TRY TAPCON OR ELCO Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 1 O EMBEDULTRA(3 WITH 1-3/4" 48 16,10"16_0"Im " 16.0" 7.5" 16.0"16.0" 5.0' 4.5" 16.0" 5.5" 15.0•'1S.S' 9.5" EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 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" 5" 16._O" 5.0" 15.0"15.5" 9.5' / 9.0" 7.5" 4.5" - 110 19.0"14.0" 8.5" 8.5" 7.5" 4,S' 7.O" 6.0" 1 x S TYP. 2 v S(TYP 1 g 200 7.0" 6.0" 7.0" 6.0 7.0" 6.0" .moi 38 1/4'MILLENIUM MILLFAST 48 16.0 16.00"16.0"33.5"16.0"16.0" 8.0" 7.5" 16.0" 9.5" 11.5"11.5" 4.5• 1.0" 7.0" 6.5" NOTE: "S"11401CATES ANCHOR SCHEDULE SPACING. t�- WITH 1-3/4'EMBED(3275ps1 62 16.0"16.0" 5" 16_0"10.5"14.0"I5.d' ss" s.0" 9,5" 7.5' B.O" 7.5" 4s' s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: MIN CONCRETE) 72 1620"16.0" D" 16.0" 9.5" Si,_5"11.5" 4.5" 4.0" 7.0" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE 00 WITH OUTSIDE fd- W 110 10.5"10.50" 6.0'• 6.0" 6.5" 5.S" 4.0" 5.5" 4.5" ANCHORS ONLY ul o ru 200 5.5" 4.s" 5.5" 4.5 5.5" 4.5' - C4 CONNECTION TYPE USING PIECE (ID OR © WITH =E.a OUTSIDE ANCHORS ONLY Z 1/4'ALL-POINTS SOLiD-SET -1/4'MIM IDGE DISTANCE u ANCHOR W/7/8'EMBED& Cl I C2 I C3 1 C4 CS C6 Cl C2 C3 CA CS C6 Cl C2 C3 i C4 CS C6 Zm ANCHOR NOTES: 1/4-20 SS MACHINE SCREW 48 16.0--116.011 9.5" 9.5" 16.0"10.0"16.0"16.0" 6.0" 5.5" 16.0"I 7.0" IO.S'11.0" 3.5" 3.5" 6.5" 4.5" (3000ps1 MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" B.0" 13.5"11.5" 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 9 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE "� 72 16.0"16.0" 5.5" 5.5" 3.5" 5.5' LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). 310 10.0 10.0 3.5" 3.0" 6.0" 4.5" 6.0" 55-_0" 3.0" 3.0" 5.0" 4.0" 200 5.0 q.0" / // 4.0" / / 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, c g ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR $ " 1/4'ALL-POINTS SOLID-SET 3"MIN¢DO¢DISTANCe EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER R ANCHOR W/7/8'EMBED& Cl C2 C3 C4CS .C6 Cl C2 C3 C4 1 CS C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0" 16.0"16.0"16.0"14.0"13.0"16.0"16.0"16.0"16.0" 8,5" 7.5" 11.0"12.0"(3000ps1 MIN CONC) 62 16.0"16.0"16.0" 16.0"16.0"16.0"10.0" 9.0"(15.0"13.5"12.5"31,5";6.0" 57.0" 9.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. t� 72 16.0"16.0"13.0" 16.0'16.0"16.0 6.5" 7.5" 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 CONCRETE16.0"16_0•' 8.0" 130"_10,5" 9_06.0" 4.5" 5.5" B.08.5" 7.0"14.0" 3.5" 4,S' 65" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER TDD 8.S" 7.0" 4.0" 6.5" 8.5' 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4,0" 3.5" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4'POWERS SS DROP-IN 2-5/0"NIM!DG!DISTANCE CONNECTION TYPE. W/1/4-20 55 BOLT AND Cl I [2 I c3 I 6 6 6 6, 6. 0. CA 6, 3 2. 2. I c3 CA c5 C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �p 1'EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"10.0" 9.5" 16.0"13.0"12.0"12.5" 6.01115.5" 7.5" 9.0" ONLY. BB@ CONC) 62 f6�0"16`0"12y0"11.0"16.0:1145"15.0"16.0"671"...", 6.5" 10.0"105" 8,5" B.o" 7.0° 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED72 16.0"16.0" 9,5" 90" 16.0°12 5"12.0'!12.5" 5,5" 7.5" 9,0" 7.0" 6.0" 6.D" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 110 11.0"11.0" 5.57 5.0" 6.5" 8.5" 7.0' 6.0. /aeD6.0" 5.5 SA" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER O�aa�a 200 5.5" FINISHES, g 1/4"POWERS SS DROP-1N 3-1/3"MIN 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS s!d d & o W/1/4.20 5S BOLT AND Cl C2 I c3 I C4 I C5 11 C6 I Cl I C2 C3 CA CS C6 Cl C2 C3 I C4 i CS C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING R 1•EMBED(3000pN MIN 48 16,0"16.0"16.0'•11 ;16.("116ffli..".16.0"16.0"11.0"10.0"16.0'11. '13. 13.08,5" 5.5"18.0" 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 14ACCEPTABLE ONLY FORCONC) 62 16D"160"13.0" 160" 16,0;-'16.0" 6.0" 7.0" 10.5"11.0_' 9.0" 8.0" 5.0" 5.0" 7.5" S[DE CLOSURE PIECES.._..- _._._ _.16.0"16.010.5" 1611 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 110 12.0"11.56.0" 7.07,5" 6_,5 _6:5_" 6.0°. 5_.0"_ 5_.5'_ SHALL BE LOCATED 1N CENTER OF NOMINAL 2"x 4'(MIN.)WOOD MD.3/4" !V ._. HAVE PHIWPS PAN NES00A HE%HEAWDOOD FRAMING, IAO SCREWS SHALL .0" / 6.0" 5.0" 5.5" 6.0" 5,0" 5.5" 2"MIN EDD!DISTANCE •12 SMS W/2'EYEWALL C1 C2 C3 E4 C5 C6 Cl I C2 I C3 C4 C5 I C6 I Cl C2 C3 I C4 1 CS I C6 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 2'ENGAGEMENT OF THREADS 1N M7i01RNNML69aWO0PE ARMOR INSERT W/2"EMBED q8 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 BEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT),U.O.N. 15-2338 (2000ps1 MIN CONC) 62 16.0"16A" 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" 72 16.0"16.0" 8.0" 7.5" 16.0"'i.5" 14_5"IS.o" 5.d' 4.5" 9.0" 61s" 8.5" 7,5" 3.0" 1.5.'. 4_5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. KwLEI 110 13.5"13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0• 7.0" 5.5 3.5" 3.5" • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAW PIKKPTION, __- ____ 200 7.0" 5.5" 3.5" 3.5" 7.0" 5.5' 3.5" 3.5 7.0" 5.5" 3.5" 3.S" NUT OR WASHER WINGNUT. 5 48'16.0"16,d'16.0'16.0"16.0"16.0"16.0"16.0"11.5 11.0 16.0"1�.0 16.0" 112 SMS W/2.75'EYEWALL 16.0"I 7.0" 6.5" 11.5" 9,5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED!N ANCHOR SCHEDULE, O° ARMOR INSERT W/2.5' 62 16.0"16.0"13.5"13.0"16.0"15.5"16.0"16.0" 8.5" 8.0" 18.0"11.0"13.5"12.0•' 5.5 4.5" 7.5" 7.5" EMBED(2000ps1 MIN CONC) 72 160"16.0"11.0"10.5"16.0"13.5"16.0"Ifi.O" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" Il. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO @ 110 16.0-116.0" ff'_ 10.5" 9.0" 11.0" 9.5" 4.5 4.0" 5.5' 6.0" 9.0" 7.5 3.5 3.0 4.5 5.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL $$ ----- ---- --- CONCRETE SCREWS TO HOLLOW BLOCK 0 200 9.0" 7.5" 3.5' 3.0" 4.5" 5.0" 9.0" 7.S' 3.5" 3.0" 9.5" 5.0". 9.D" 7.5" 3.5" 3.0" 9.5" S.0° IIIJJJ • 3-1/8 MIN EDGE DISTANCE S yno 6.6" Spans Up TQ 131-011 Spans Up NN CONN TYPE NN OUR ®® ® ma � ®� KU = •' ■ ��Om �®p Om0©''//©��Ei�l ECl� �fiiL'Wmmmt+�©mmm©�©m �e ,_.._..___ ,: , � •' , � , ���ai,,, // ' ' ������ moi; ire ��1 - or,m. EmEm Ualmmu mm �;, G •. Hili /i /r, /1/4'ITW TAPCON WITH gym M � , ;r! - i0iiaaaaai irrairaiiiairriyaiairaii aaii a//ilOi�iai a/iiiaraarr/�iirarailmmmlaaa/ . - = . riii�i�iiaiii�riiaii��iai �� MEMOEll, E/ E/ �� - iiiiid iial ilii Kali iiiiaa ��/ 1/4*MILLENIUM Ml T gr� No. pla, aii" �ai , lo /7/i/m/m./r.7m ANCHOR W1 1-1/4'EMBED , .. ■mm©gym®omm©momma©mmmm©omm©©o© om im ,rrr.��/,,,;,, �r, �r/,� r,,��r„rr�,rrr�,�/�rr, �,���rr /� oeaoe ■m©�m000mmm©ommm©ommm©o®mmm� .essoo�:. M is i NIZZ1aiiiai/oa10,VO1�arailiiA ai elm, �IA i, � % iaj/ir', rms ���i ��®�����®ter aaa� �mmaommm©o®mmmmmmmmommmmmmmmmom � "” " ` �`�. m��®��®�aa iii, iaa,�iaiiiai,/ail/ai • ����®®�®® �aai,��aiaiaaa iiio�aii • ii �iai�� ai> Mill ' � /.ilii/i,� ri�/./O/i,������ ri���� � Ram/��J,,�� �1���� m o�jG,��ti%m�'a////"�r///%,/���i,��%/ /j//,%/////////.iII%///�i//�/%`///%////////, - 11 FRANK L.9ENNARDO P E `iiiiill1111 •PE0046519 '(;,1�,'�`J�. _9]�No IC0046549 •:O - = ' -9 >♦ ANCHOR SCHEDULE: WOOD (G=O.SS)' s7w�, g ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ;�c�` '•.�<pRATEOF =IDA•,.•' •�� ��nJJ, g„ 3/4"MIN EDGE DISTANCE 2"MIN LOGE DISTANCE N }p; $Deng UD To b'-0" spar's UD TO 8'•8'r S a Z F LOAD Spans N To 6'-0" Spans N TY 8'•B" Spanc UD To 13'•0" � �� CONN TYPE CONN TYPE CONN TY j 111 Z� �a u� 6 S ANCHOR CONN TYPE CONN TYPE CONN TYPE ANCHOR a s Cl C2 _q C4 CS Cl �C2 C3 C4 C5� Cl C2 q CA C5 r11 s Ips<I Cl u q I u C5 Cl i u q U CS Cl 1 c2 q d C5 114 _°d 1/4•POWERS TAPPER+W/ 46 15.5'15.5" 6.5" 6.5" 15.5"10.5•'10.5-114,0"14.0-110.511 6.0" 6.0" 1/4•LAG SCREW WITH 1-3/4 48 16_,_0"I6.0"11_5"11.5"16.0"16_0"16_0' 7._S" 7.0" 16.0"16.0"16.0" 4.5•' 4.5" 15.0" �W( M M MIN THREAD PENETRATION 62 16.0"16.0" S.S' 8.5" 16.0"16.0'•16.0" S.S'. 5.5" 16.0"36.0"15.5" 3.5" 3.4 9.5" w 1-1/4'EMBED 62 12.0"32.0" 4.5" 4.5" 12.0" 7.5" 8.0" S.0" 4.5" 4.0" 72 16.d'16.0' 7.0" 7.O" 16.0"16.0'16.0" 4.5" 4.5" 15.0"14.0"12.4 3.0" 3.0" 7.5" W Qin�ij Oi 72 10.5"10.5'• 4.0" 9.0" 6A" 6A'r Iln11t1112+ 110 16.0"16:0" 4.5" 4.0' 13.5••14.0"12.0" 3.0" 2_5" 7.5" 11_5" 9.5 2.5" 2.0" 6.0" ' z R--„+a.+e•e�+- IID 5.5" 5.5" 200 11.5" 9.-E 2.5" 2.0" 6.0•• 11.5" 9.5' 2.4 _2.0' 6.0'1 11.5" 9.5" 2.5" 2.0" 6.0" 6 u+ N y� 8 200 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5' 9.5" I6A"13.d'130" 5.4 5.0" 13_0" 7.5" 7.5" 3.5" 3.0" 4_5•' 0 W W 112 SMS W/2•EYEWALL 48 16.0"16.0" 8.5" 8.5" 16.0"13.0'•13.0•' 5,0" 5.d' 12.5•• 7.5" 7.5" 3.0" 3.0' 4,5" c i 10 O m II 1.13"MIN EMBED 8.1/4-20 62-14.5"14.5' 6,F 6,0" 14.5" 9.5" 10.0" 4.0" 3_5" 6,5" 5.5" S.0" 35" 2.0" 3.D" .4 ARMOR INSERT W/1-1/4• 62 34.5"14.5" 6.0" 6.0" 14.5" 9.5•' 10.0" 4,0" 3.5" 6.0" 5.0" 4.5" 3.0" I7 SS MACHINE SCREW 72 12.5"12.5" 5,5" 5.0" 11.0"7.5" 7.5" 3.4 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 Loran 110 7.0" 7,0'• 3.0" 2.5•• 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3A" = 110 7.0" 7.0" 3.0" 4.0' 4.0" 3,S'r 3.5" 3.0" yQ 1'�D 200 3.5" 3.0" 3.5'• 3.0" 3.5" 3.0" •^+ 200 3.5";3.0" 3.5" 3.0" 3,5" 3.0" 114 SMS,114 WOOD SCR H29.01 36.0"36,0"13.0"13.0"16.0"160'16.0" 8.5" 8.0" 16.0"16,0"16.0•' 5.0" 5.0" 12.0° 1A OR 1/4"ROWERS TAPPER+ 16,0"36.0" 9.5' 9.5" 6.0" 6.0" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ENCTRA OH IN THREAD 16.0"16.0" 8.0" 7.5" 16.d'36.d'16.0" 5.0" s.0" 12.0"11.5"10.0" 3.5" 3.0" 6.0" .i�� 16.0"16,0' S.d' 4.5" 10.5"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4,5" to 42 4"NIH E009 DISTANCE 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" W 4 Spans Up To 6'•0" $Dons Up To$41" Spens Up TO 13'-0" i•_' Ii ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE (OIL S$ ANCHOR SCHEDULE. WOOD (G=0.42) o "0 x (PN) Cl C2 C3 I C4 CS Cl I C2 I C3 I C4 CS Cl I C2 C3 C4 CS • Zm 5/16'ITW TAPCON%L W/ 48 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" - 2.1/4'MIN.EMBED 62 16.0"16.0"16, 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 uj _.L2_16.0"16.0"16.0"15.5"16.0"16.0'•16_0"10.5" 9.5" 15:5"1445"12,5' 6.51' S.5" 8.0" a 110 16.0"16.0"IO.d' 9.0" 14.0"14,5"12.5" 6.5" 5.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0" LOAD Spans Up To 6'•0" SDans UD To 8'-B" Spans Up To 13'-O" m x a CONN TYPE CONN TYPE CONN TYPE • E 200 12.0"30.0" 5.5" 4.5" 6.0" 12.0"10.0" 5,5" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" G ANCHOR (psfJ - e s Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 C4 CS E C @3 5/I6'ELCO UMBED N W/ 46_16.0"16_A"13.5"13.5"16.0"16.0"16.0'• 8.0" 7.5" 16.0" 9.5" 9__5" 6.0" 1/4°LAG SCREW WITH 1-3/4 48 16.0"16.0" 9.0" 9.0•' 16.0'_16.0'16.0" 6.0" 5.5" 16.0•'16.d'16.0" 3.5" 3.5'• 10u0" f g m 2-1/4'MIN.EMBED '�62 I-16.0" 9.5" B.5^ 16.0"12.0"12.5" 5.5" S.0" E.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0'16.0•r 6.5" 6.4 16.0'•16 O"16.0" 4.5" 4.0"' 13.5"11_5"10.5" 2.5" 2.S" 6.0" a 5 72 16.0_16.0" 7,5" 7.0" 14.0" 9,5" 9.5" 6.0" 5.5" 72 16.0"16.0" 5.5" 5.5" 1.6.0"16.0"16_0" 3.5" 3_S' 10_0" 9.5•' 8.0" 2.5" 2,0" 5.0" 5.5" c [1 1Mlttly 110 15.0"14_5" 9.5" 3.0" 9.0" To'w' 9A'_ ].0'_ 2.0" 5.0_' 7,5" 6,0',' 2A_' 4;0" / .Wp. --20D 7.5" 6.U" 2_0" 4_0" 7.S' 6.0" 2_0" 4_0" 7`5"' 6.0" 2Y0" 4.0" 2•NIN EDGE DISTANCE i14 SMS *14 WOOD SCREW 4B 16.0"16.0" 9.5" 9.5" 16.0"16.0"16.0" 6.0" 5.5" 16.0"11.0"11.5" 3.5" 3.5" 7.0" ^ Cl C2 q C4 CS I Cl 1 C2 I q I C4 I C5 I Cl I C2 1 C3 1 CA i C5 o OR 3/4•DOWERS TAPPER+ 62 16.0'16.0" 7.0" 6.5" 16.0"14.0"15.0" 4.5" 4.0" 9.4 8.0" 7.0" 2.5" 2.5" 4.5' p WITH 1-3/4'MIN THREAD f12 SM5 W/2•EYEWALL 48 16.0"16.0"10.5"10.5"16.0"36.0"16.0" 6.5" 6.5" 16.0"12.5"12.5" 4.0" 3.5" 7.5" +y PENETRATION 72_16.0'16.0" 5.5" .5.5'_16.0"110 11.5" 3.5 3_S' 7_0"_ 6;5: 5.5'_ 2.0" 2.0" 3.5" ARMOR INSERT W/2°EMBED 62 16.0"16.0" 7.5_-7.5" 16 0 15 5"i16,0" S.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5,0" ,_110 30_S'10.0"_3S_ 3.0" 6.0". 6.S5.5" 2.0" 2.0" 3.S5.0" 4.52.0" 2_5" 72_16.o"16.0" 6.5': 6.0_16.012.S"12.5" 4.0" 3.5" 7.5" 7.0" 6.4 4.0" 200 5.0" 4.5" 2.0" 2.5" 5.0 4.5" 2.05/�� 2.S 5,0. 4.5' 2.0" 2.5" 110 11.5"11.5'4.0" 3.5" 7.0 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" 200 6.0" 5.0" 3.0" 6.0" SA" 3.0" 6.0" S.D" Lull ANCHOR NOTES:SEE SHEET arprDaDRINICLPEeRnopre 10 FOR ANCHOR NOTES. 15-2338 SCAlel Pd4!-4ll�IE�4bi � 09� f r i fu ROUND WINDOW "0 ASSEMBLY �.'....EN '"'??....1•f"NK 1.11111W `n'.t `'ASSEMBLY ; : ,Cl�`.•'L�C - ��,,/"���ppn EDGE OF ACCORD30N 12'MIN FROM __ It; No P£004fi54 SHUTTER BLADES EDGE OF SHUTTER • EDGE OF ACCORDION TOP OR BOTf'OM SHUTTER BLADES '* -k 0.125''{}' }-O.L25" - � � aN { 0.032' 0.032' F STATE OF '4 .1--. 1 a'gLA _ �"l�s. FLOR40P.C,' ((�` ••µ1,M8 �'�,�,s,'4NRL ': ( A LLt�Y•I 45° +I Hi p p 3.5•MIN Z•+. vy u s 1 ,Ny w 2.675.0 HOLE TO RECEIVE ROUND TYPICAL I 0444 �a m- a WINDOW ASSEMBLY 02.9]5"`~ -{t-o.1BB• 2.875'0 HOLE(TO RECENE $'`y 4 `a 03.250' ROUND WINDOW ASSEMBLY) V3 +I LIGHT—N-VIEW WINDOW MAXIMUMOF3WIN8 0 PER EVERY OTHER BLADE 00 A N.T.S. 5ABICPLASTICS SIx1431T•UL•94H8 2 LIGHT—N—VIEW WINDOW ROUND WINDOW .ASSEMBLY 13 N.T.S. EXTERIOR ELEV ra I 12'MIN FROM .a: $� f EDGE OF SHUTTER, EDGE ACCORDION rn TAP OR 80TTOM SHUTTEE R BLADES It RECTANGULAR WINDOW ASSEMBLY t m .. 1 BLADE W ROUND WINDOW EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV 6 3 p t---2,210' SHUTTER BLADES 0 0 0 n � a c S �— 0.145•-—{ 1'210'-{ 0.145' is 3.5"MIN, I [YFICAt 0 CI .. I+ o �Q 1.500'x 6.000" OLE RECEIVE RECTANGULAR }t WINDOW ASSEMBLY) I.SDO•x 6,000"HOLE(TO RECEIVE MAXIMUM OF 3 WINDOWS r.I 362' PIER EVERY OTHER eWDE � „ RECTANGULAR WINDOW ASSEMBLY) 1 �+- g 093" — A20" � -� 3; RECTANGULAR WINDOW 3 �_ a�� . N.T-5- ExrERloa ELEV ,@ 2��d �e �j •r-- --, 11e^ 1gt 'm i D3A. 75 sl i)d Y 0.500' — 0.500• E 3.S"MIN. RECTANGULAR WINDOW .4 RECTANGULAR WINDOW NOTES:.S'MIL ASSEMBLY A 0355 (EXT.) 145" 1. THE RECTANGULAR WINDOW SHOWN IN TY �'r' 5)13 IS MADE FROM GE XL10 L.EXAN WITH i . " I. ' r r 0,075'MINIMUM THICKNESS. BQ p 0 2 FRAME FOR RECTANGULAR WINDOW MAY A %r BB NYLON 6 OR POLYCARBONATE WITH A MINIMUM THICKNESS OF 0.161'.ATTACH TO BLADE WITH(6)84 SS SCREWS OR 15-2338 }-0.177" .355• BOLTS WITH NUTS. scAti•A , A SECTION A-A CA9F_0N;Ft!•[34Mt BLADE W( RE( WINDOW 5 RECTANGULAR WINDOW EXTERIOR ELEV 13 N.T.S, EXTERIOR ELEV 13 N.T.S. i