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HomeMy WebLinkAboutProduct Approval 4/13/2021 Florida Building Code Online 'Rusiness Pro essional Regulation � L LMMMEE7ZM= BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us 8CIS Site Map Unks I Search I FI iidor Product Approval File Copy USER:Public User 111 pP1 Product Aonroval Menu>Product or Aooilcatlon Search>AgollcaHoh t >Application Detail fr • FL# FL RBSECRETARY Application Type Revision PEQD Code Version 2020 9 Application Status Approved CODE COMPLIANCE Comments T. L IE COUNT Archived [] BACC 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 Tom Johnston tomj@tc-aldm.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 I Evaluation Report-Hardcopy Received J Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Explratlori Date 12/31/2021 Validated By ORLANDO L.BLANCO, P.E. Z3 Validation Checklist-Hardcopy Received Certificate of Independence EL13757 RB COI INDEP123.pd Referenced Standard and Year(of Standard) Standard ar ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect httpsl/floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9SbsPQkGl4OsUzfzRmFdsOA%3d%3d 1/2 4/13/2021 Florida Building Code Online FL13757 RB Eq Iv E UIV123.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/03/2021 Date Validated 02/05/2021 Date Pending FBC Approval 02/10/2021 Date Approved 04/13/2021 Summa 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 R8 II •DWGI.gdf 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 R8 AE EVAL1.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 RB 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 R8 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 RS-II DWG3.pdf Approved for use outside HVHZ:Yes Verified:By: Frank L.Bennardo_PE-0046549 Impact Resistant:Yes . . Created by Independent Third Party:Yes Design Pressured+110/=128 Evaluation Reports Other:See product drawing for additional information, FL13757 R8 AE EVAL3.12df anchorage,etc. Created by Independent Third Party:Yes Back tde:ct Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CCapo yriight 2007-2013 State of Florida.::Privacy Statement.:Accessibility Statement::Refund Statement Under Florida lain,email addresses are public records.If you do not want your e-mail address released In response to a,publlo-records request,do not send electronic mall to this entlty.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 650.487.1395.!Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.7b determine If you are a licensee under Chapter 455,F.S.,please click hm. Product Approval Accepts: ®ME,® 1cci Credit Card Safe https://floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9SbsPQkGl4OsUzfzRmFdsOA%3d%3d 212 E"`d EN/�G7INEERING EXPRESSO January 27,2021 Product Approval Administrator DBPR Codes and Standards. 2601 Blair Stone Road Tallahassee,FL 32399 Regarding: Town&Country Industries 6.8 Accordion Shutter—FL#13757.1 —EX 20-26156 6.8 Streamline Shutter—FL#13757.2—EX,#20-26160 E.A. ESSENTIAL FACILITIES ACCORDION—FL#13757.3—EX 20-26164 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, not 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). Respectfully, .`� �:•BENT yq .. e ` Apo•. , �a 01127/20iry,�."'.NAy,, •°� Frank L. Bennardo,P.E. ENGINEERING EXPRESSO #PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM WENGINEERING SXPRESS'p January 21, 2021 Product Approval Administrator DBPR Codes and Standards 2601 Blair Stone Road Tallahassee,FL 32399 Regarding: Town&Country Industries FL# 13757.1 -6.8 Accordion Shutter-EX#20-26156 FL.#.13.757.2-6.8 Streamline Shutter-EX#20-26160 FL# 13757.3 -6.8 Accordion Shutter-EX#20-26164 To Whom It.May Concern: 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 the referenced standards in the table'shown below. These noted standards are not adopted in the Florida Building Code Seventh Edition (2020); however, for the purpose of determining the performance of the product,this standard is equivalent to the corresponding standards,.which are adopted standards in the above referenced building code. Code Title Tests Performed Current Equivalent according to: Standard Test Method for Performance of Exterior'Windows,Curtain Walls, E1886-06 E1886-12 Doors and Storm Impact Protective Systems Impacted by Missiles and Exposed to Cyclic Pressure Differentials Specification for Performance of Exterior Windows,Curtain Walls, E1996-OS E1996-17 Doors and Impact Protective Systems Impacted by windborne Debris in Hurricanes ,,�� 1,BENN�'4, Respectfully, ,� � ..:a,Qo 01127/20Yt1,,�SSfONAV.�`� Frank L. Bennardo,P.E. ENGINEERING EXPRESS® #PE0046549 I Cert.Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM ENGINEERING EXPRESS' E�x ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT January 27, 2021 Application Number: FL13757.1-R8 EX Project Number: 20-26156 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 61G20-3.005,_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 Seventh Edition (2020)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#20-26156 titled"6.8 Accordion Shutter", sheets 1-14, 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 Vinu J.Abraham, PE)by Hurricane Test Laboratory LLC(HTL)and test report#98-016 (signed by George Ddtzler)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 &203 test standards per test reports)#0353-1102-07, #0353-0512-09 (signed and sealed by Vinu J.Abraham, PE)by Hurricane Test Laboratory LLC(HTL) and test report#03-024(signed and sealed by Yamil G. Kuri, PE)by Construction Testing Corporation (CTC). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Maximum Allowable Design Pressures 3. Minimum Glass Separation 4. Anchor Spacing 5. Anchor Capacity -160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 i (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM �1 ENGINEERING F( EXPRESS"I Page 2 of 2 TOWN & COUNTRY INDUSTRIES — 6.8 ACCORDION SHUTTER No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for u-se within the HVHZ. 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 product's 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 such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). Respectfully, ui¢ '• gr,aeov ;2� 01/27120Y�l�S -�,,,S�ONPJ-,,�•• Frank Bennardo;PE ENGINEERING EXPRESS® #PE0046549 I Cert.Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 6.S ACCORDION SHUTTER FRANKIIENNAR°°PE PEP 0046549 CAPb68s FOR.USE WITHIN AND OUTSIDE THE HVHZ 01?27;/202 TABLE 4 TABLE I TABLE 2 MINIMUM SEPARATION FROM GLASS ALLOWABLE-SPAN MINIMUM SEPARATION FROM GLASS TABLE 3 NON-HVHZ UI N FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN SEE NOTE 3 BELOW a HVHZ HVHZ SCHEDULE POSITIVE POSITIVE WINO HVHZ MINIMUM SEPARATION MINIMUM SEPARATION Wl"I `o WIND LOAD LOAD WITH FROM GLASS NON�IVHZ FROM GLASS �Q] iti Im-m u DESIGN WITH CENTERMATES INDLO E POSITIVE POSITIVE WiWI'j u�J•,'^ WIND UNIMATE O WINS PR�E.43GIME S sPNI� INSTALLATIONS INSTALLATIONS POSITIVEAND DESIGN SHUTTER INSTALLATIONS INSTALLATIONS W LLN LL LOAD(PSF) S30'ABOVE >39ABOVE DESIGN NEGATIVE WIND PRESSURE SPAN 630'ABOVE >39ABOVE O =Mot ® OR 31 y MOUNTING (PSF) GRADE GRADE WINO (PSF) -110�9­ 30.0 w W U=� O ® LOAD ALL GRADE GRADE ffPn1 �>Q OR®.© CONDITIONS" pN•) (IN.) LOAD MOUNTING (IN.) (IN.) u9<W g 23.9 15T 158' 156' 299 1sg• 5.T 3.6• IP- CONDITIONS- 60• 3.1' 1.1" ZQ. 05 m25.0 1s4" 156 156' 80" 3.0' 1.1" 50.0 1s6' 99" 3.1" IA' 111 {,1W 14T 156, 1s8' 30 � 3,0' 1.5' 55.0 15S 30 t20' 3.1" 1.9" 3 LL a 3S.0 142' ISO, 166" 120" 3.0' 1.9" 60A 148' 15fi' s.B' 3.5" N C V 40.0 137' 145• 166' 1w 5.T 3. 6510 143' 60' 3.1' 1.1' O W 60' 3A" 1.1' 70.0 137 99• "3.1 1.5• I0 0 45.0 133' 141 '' 156' ,..: 50.0 129' 137• 186' 9T 3•0' 1•6" 75.0 133' 40 logo 3.1" 1.8" 5A - 5 126' 5F 18s" 40 low 3.0' 1.B' 80.0 128• 120' 3.1" 2.T 60.0 124' 131• l48' 120' 0 12' 85.0 125' 132" 5Ao 2-T 65.0 121" 128' 143" 13T 6.T 18' 90.0 -121• .156' 5.8' '4.3" 70.0 119, 126' 13T 145" S,T 3.5' 95.0 11g" 60" 3.1' 1.1• 75.0 117" 124' 133' 60" 3.0• 1,1• 100.0 115, S9' 3.1' 1.T 80.0 11.4 122• 128' O" 3.0' 1.7' 106.0 112' 10B• 3.1' 10' 85.0 113' 120' 125' S0 106' 3A' 20' 110.0 110" so 120' 3.1' 15" w•�Y 90.0 11T 118" 121" 120" 3.0' 150. 115.0 107" 13Y 5.61, 3.1" 95.0 110• 11T 118' 137- 6.T 3.5' 120.0 108" 156' 1 8.8, 52" !r~ 3 Q 100.0 IOT 115, 11S or 32' 1.2' 125.0 103" am 3.1- 1.1" O 105.0 for 112' 112' 80 or 3.0' 1.9' 130.0 101" 99" 3.1" 1.87 �C�- m 110.0 106" 110' 110' We* 30 2.r 35.0 - 9B'' 60, 1o8" 3.1' 2 1" 115.0 10s' 107' loT 131' 5.T as* 140.0 5" 12P 3.1' 2.T m f 120.0 104" 105" 10S 60' 3A' 12' 145.0 92" 14V 5.8' 5.0" �\?" 125.0 103- 70 84' 3A' 1.6• 150.0 89' 60' 3.1" 1:1' {E 130.0 101" 99• 3.0" 10• 155.0 8s' 84" 3.1' 1.5' ) 3 135.0 99" 126" 6.T 36" 160.0 or 70 99' 3.1" 1.9' c 140.0 95' 60" 3.00 1.2' 165.0 81' 1200 3.1" 3.(r M a 145.0 9Y 64• 3.0" 1.7" 170.0 7V 13T 5.6' 4.5"90 iaQS 150.0 89" 99' 3.0" 13' 175.0 7V 60" 3.1" 1.T 155.0 or 11W 3.5" 3.5' 180.0 74• 60" 3.1' 1.91 160.0 83' 60' 3.0' 1.3' 185.0 72 90 99" 3.1" 22' 165.0 81' 110 �� 3'� 1A' 190.0 70• 120" 3.T 3.6" 170.0 7W 99' 3.0' 19' Iwo �� 121' S.8' 3.7' 175.0 76• 110' 3.3' 3.3' 200.0 88' 60" 3.1" 1.2' 180.0 14• 60• 3.0• 1.3• ••FOR BUILDOUT MOUNT MAXIMUM 110 84' 3.1" 1 IC 185.0 72• 120 990 3.1 15" SPANS-AND PRESSURES,SEE 190.0 70" 105• 3.1• 3,1' TABLE C ON SHEET 6/13 110- 3.3" 3.3" pt 195.0 88' 60" 3.1" I.Y �cG _ ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 9 88pg TABLE C ON SHEET 6113 120 97 3.1" 2.6" 9 S 1os• 3.1' 1 3.0' 1.52 32 TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: big 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. 'NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND COUNTY FLORIDA. BROWARD COUNTY FLORIDA. .� a egppppppg 2. DESIGN PRESSURES SHOWN IN•ACCORDION SHUTTER SPAN O lY 2. DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE-ABOVE ARE 7 = SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. u PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND t MUNICIPALITY ADOPTS_ADDITIONAL CRITERIA. S gaB OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: (Ln)` �4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER R' ° IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE v BEING REVERSED FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNTTO&WOOD-OR "p T 'F BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR _ CONCRETE BEAM-WITH-THE,BACK,OF THE SLAT FACING OUTWARD.i, 20-2615E1 THIS CONDITION POSITIVE ALLOWABLE DESIGN.PRFSSURES S. LINEAR INTERPOLATION BETWEEN:SHUTTER SPANS.IS NOT PERMITTED.FOR SPANS - AS NOTED 1N TABLE 1 ARE 1N THE DIRECTION TOWARDS THE 71 BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR-THE NEXT HIGHER Ste' HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN I SPAN SHALL BE USED. vnaE OEscRTanUN: PRESSURES ARE AWAY FROM THE HOST STRUCTURE. VISIT ECALC.10126156 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT - - FORwEsPEnFi:oLvun°Ns ov NJ PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION 4 MORE NFORW;nON ABOUT TH9 DOCUMENT ,, 5 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL ORSCIWTMORCODE BE USED. I V=MQ0IEERWCEX"E91C0W3T0RE' m FORAOORgNAI RANI.REPORTB�REEOUIiCE! PRANK 46S49 RDO PE PEt 0065g9 CA:�9085 O 1,/27,/202 u ry �a a Mrc. m u GENERAL NOTES: W aN � 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED 1N ACCORDANCE WITH THE FLORIDA-BUILDING Ow U CODE SEVENTH EDITION F020),FOR USE WITHIN AND OUTSIDE THE HIGH.VELOCITY HURRICANE VARIES — NO LIMIT �>W_ ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE L (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE Z INFORMATION. SECTIDN w ory, 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE u !LIRE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE 3 a REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA TOP TRACK tn W BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE 'D w CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 0 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED 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.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA 1S 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 Vet VIEW, LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. y a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ~ w x DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd Ld C3 g 0 =0.85 SHALL BE USED. 8. SITE.SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC =" 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL rn O Zm 03 ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY.WITH CHAPTER BIG15 x a OF THE FLORIDA ADMINISTRATIVE CODE ¢~ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR'PROVIDED THE W e w S 3 CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W o VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM H v THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING ol OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED DATED AND O u SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GkAF NG HIS/HER APPROVAL 12. EACH SHUTS"ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANIS S E FORT LAUDERDALE FL 9LB MISSILE LEVEL D-ASTM E1686,E1996&E330 TYPICAL PLAN VIEWS TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q q z =Ea K.S.I. o��6u�3I 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 &e 8 ALUM.ALLOY. N.T.S. IS. 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. g . 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. "g 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". u "a 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. g 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 caPrwra�rPxcrneeoPc 22. THE 6.8 SOYABOVE- STEM MBUIAY BE MOUNTED WITH THE INSIDE AND'OUTSIDE OF THE SHUTTER BEING 20-26156: REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE SCALE. BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK j I PEV 0046S49 CAe9B95 2.874" PROJECTIIN VARIES 3.6 D' 994- - fly" 4.B74'MAX. t' II 1.82s" 125" 1.825" 1.825" "1_7 •1907' 997- e S. 1.9oe• 01%271•�Q2 N joo. 1.7 8" 100 n .100" 1.7 S. n 06B" 143 _0 1 7795" 143" 95•.195" ti .100" m 143'� .195' .143' o� .in 143 in E�ryD ,'o ry N P - v IO 'o N p n L 'i IT 8 o, m .�. 62 o a^ w m o 62 62' a 095" 62 a m .062" 62" 1200" .062 30" 62" 200• m 630 ..200 .6 2 .630' 200 L069• o 1. 1. 1.510' 062" 630' 1.510' ° _ 1.69' 97Y 971" m 09 095 m 608 630 1.250" 971" 68' �[� >U<=? k-}Lo69' z.ez2 2726• g4<W w 1. 0" 1.250" 1.200" .09S" _.971" .030' 2.746' oL m i 5.745"M X. 5.745"MAX. 3.610" 1 o'0 i O WALL O BUILD OUT WALL LITE 2-LEG WALL 3 a f O HEAVY 2-LEG WALL O HEAVY HEAD SILL O LITE HEADER/SILL a z SCALE,HALF SIZ SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF S E SCALE,HALF SIZE w H WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2.655" - " 1.825' •875' 2195' 1.230' 1.825" 2• 5" 510' 1.583" .588 c 2.655' '2.365' �W.LO Y .60a, s10" - L1 -910' .460' OBs' 0 07 of c7 I I' 1 Iil ° in .400" .�,' 90• h °' I I °� I I uz 1060, I :895' L� �b n z r c 105 a N N I b21; L• N N 1 TYP N I N o +q+ 1 n X 1 n O Ca g TY � an, .105' n 060'0 ,if m Z TYP. 1230- 1,069L b21' 8105 75" 635" JEW 'r- 2.300" 4.5 0- L985' o4S10' a o}----��•-�-.250` 2� 4.510' 2.195' P OSILL O SILL ADAPTER O O O O " 7 8 10 EXTENDED' SILL ADAPTOR » MID SILL 12 MID SILL ADAPTOR SCALE,HALF SIZE O EXTENDED SILL SCALE,HALF.SIZE SCALE,HALF SIZE SCALE,HALF SIZE SC ,HALF SIZE SCALE,HALF SIZE 1.994" r 60 " 3w1.62S' 99 ' .825" 40" .143" 1.708" 143" .258" 297" 6 195" .03OR 054" L621 9g Y€ 3.410' " Emma Q&p� 1.721' 133' ILI Elio 92mmm,4= 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER Z2630 062°SCALE,HALF SIZE SCALE,HALF ZE .130' A n 971• } o- " 16 RADIUS CEIUNG HEADER/SILL o 0 .310' qo �'0u, SCALE,HALF SIZE .227" 63 0•ai w3 mP MMMM E ff 054" 56 scA�e• PAGE OESMUMON: 14 CEILING.HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE,HALF SIZE i SCALE,HALF SIZE ^�1) V FRANK BENNARDO,PE.3750 PEP 0046549 CA09999 1.950" i-_F, $• 2JY18' M10-24 THUMB 2B " 10' a SCREW STAINLESS STEEL j -- q = ;ASSEMBLYq� t. /. /Y .320m HOLE �1,_27/_2�2 . mn B P'1m .NYLON mau, WHEELo00" :240' Nwm oHAX. TYP.AT EVERYOTHER cijRECESS SILL FOR USE WITH INSIDE JOINT AT TOP. -tn 19 ANGLE O SCALE HALF SIZE ® AND ®ONLY CriPmER-SOLD BRASS,MCKEL PLATED Z oLu u m FSIZE 21 SLIDE ROD DROLLER ASSEMBLY HOIISNG-211CDICAST.POWDERCOATED �� �Qw-Z NYLON WASHER SCALE,HALF SIZE SCALE,HALF SIZE NR�110P�EYRATFID OPERATED OUTSIDE OR THUMB Z °ay 07 OR ALUMINUM LIJ o�13 z (NYLON BUSHING C'r 250' 23 BRASS PUSH LOCK °3 LL a� OPTIONAL) SCALE,HALF SIZE a cc w OUTER SCREW ANY#14 •357' PRJSS- 2.642' w0 SS(ANY LENGTH/HEAD .276' 4JJ00' 2.405' STYLE) .500' 2.405 ` 14 x 2-3/4'410 HT S.S. o INSERTS SCREW W/ m.062' U) INTO TC ULTRACOTE COATING m m o TRACK (TYP TOP B.BOTTOM) 2J'SD' Pp 1.100' e : YLON BUSHING W/WASHER, d54' .137' c .25 .125 n 7/16"o x 1/2'(ID INTERIOR JOINT TOP 9L==r:=n! m _ W y 7/ER C x 1" INTERIOR EXTEOINTRIOR BOTTOM 26 BOX CENTER INSERT 2.750' EITHER CAN REUSED ON EXTERIOR 2.000' .224' N ��6 a 24 BUSHING ASSEMBLY DETAIL SCALE,HALF SIZE 190 121 �.s n 0 SCALE,HALF SIZE 27 RAINGUARD 28 DECORATIVE FLOOR TRACK oa m 1978' SCALE,HALF SIZE SCALE HALF SIZE 34 INSIDE CENTER MATE �Q z.2 z L742• 2.225' _ SCALE HALF SIZE `702" 1,"C) f 1.110' 236' 1,710' '2�I� .267' 2.&12 0 �s 3 1.084' 443 .443 ,090' o 'm • `m 2" 1.625" a' o .284 `6• N tm`, 0.050''P.23 N o t.mN N " 0085'3.443• .49vatD 'or58' cyiu0085' 3.476' 160' 1001' 2-- ?6 1 f A62' •176' 16 2003 6.8 CENTER MATE 29 30 NIMATE LO 31 MALE BOX CENTER' 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE ALT.t" i 2'END STRIP SCALE HALF SIZE LE,H SIZE SCALEc HALF SIZE SCALE,HALF SIZE 'SCALE,HALF SIZE 2 u SCALE HALF SIZE � " 9 •062' /16'tb STFiWLE55 •', � EE IJUT e 5.500' x 13/16' WIDE ".400• T EL �S NOTE,ATTACHMENT SCREWS FOR HEADEND STRIPS SHALL BE 410 TORX STYLE VARIES x OR A 30 S8 THUMB SCREW F cy. N HMID-n�6xrmONLYDRIVE . SCREWS. SCALE,FULL SIZE .2511'" "W CD D n a 1 CH�N SEW 1AIN18LEx31S a s]T� M,! �T �„ A cq n8' THREADNTERNAL 5�• c a^ t:aPnacKrwrex�mF 4.500' 37 T-SCREW INSERT o ,., " 20-26156 I.689' POWDER COATED,ZINC DE-CAST SCALED FULL SIZE N t j 1050' SCALE. SECTION A PAGE DESCRIPTION, �E 25 36 T-LOCK ADAPTER °. o P ,254' 40 40b 40 OPTIONAL L 7.000• END STRIP 1- BOX 35 LOCK SCALED HALF SIZE J a .. m 1 SCALE,HALF SIZE 39 2X7 ANGLE y.1125' 2" & 3" EXT /,•T SCALE:HALF SIZE SCALE HALF SIZE v FRANK BENUI RDO.PE PEP 0046549 CAP9555 r-fASTENER(P 1B"O.C. EXISTING GLASS DIST. EXISTING GLASS (USE ANY ANCHOR SHOWN EDGE IN ANCHOR SCHEDULE). DIS7. 011127,1202 EMBE SILL) (INTERIOR) EMBED. 17 OF ANGL CLEON 1 7 � o^/ JRRmiff', (INTERIOR) 1 w 0.062"THICK 6063-TG ;�y ui,~., 3 UM.ANGLE 1"x 1"MIN. !±!J S2 U. a EDG 0 2"x S"MAX.(ANGLE LEG LLI cn DIST. 2g AY BE REVERSED) 3 9 1 ZW 10L U is ASTENER Lb 18"O.C.(USE ANY 13 15 L n� g Q Ui-e 13 13 13 ANCHOR SHOWN IN ANCHOR 2 13 g g - p OL m jg 13 SCHEDULE,1'MIN.EDGE'DISTANCE). TO b. 2. A. p n 12 x 1/2"GALVANIZED 1/4-20 THUMBSCREW W Ory.j^s i 6.60"(TYP.) i 29 BOTTOM INTO CENTERMATES 1/3 (EXTERIOR) O''DI S OR S.S.SMS,3/16"#ALUM. 3 U. (EXTERIOR) 1/4-20x1 THUM85CREW'INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE ul O:" THREADED HOLE.LOCATED D MACHINE BOLT B.NUT MSHALL B �H3{/8" w 1/3 SPAN TO 2/3 SPAN FROM 18"O.C. TO 7 HEIGHYuP D TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES ti SCALE.3"m T-0" 68'-3".USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES a 8'-3 ONE 0)1/3 SPAN SCALE,3"0 T-O" .AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR OF BLADE,TYPICAL.FOR LOCKING CENTER MATES USE SO BRASS PUSH LOCK SHOWN ON RANDOM OR 1 5/16-18 THUMB SHUTTERS,.A BRASS PUSH LOCK SCREW O THREADED MAY BE SUBSTITUTED.:WHEN USE WITH DETAILS INSERT_*ATV SPAN CENTERMATE#29 AS SHOWN,RECEIVING TO 2/3 N FROM SEE ENO STRIP506DUU: BOTTOM OF SHUTTER. HOLE FOR THUMB SCREW MAY BE 7/16" w E BpOTTO xOHOLLE SHALL BE 30 NEW FOR MAX SPAN WHEN1�HEIGHT.WIDTH,UP TO 13 USING40. ,4000R30 ] myO �o�; END STRIP SCHEDULE USE APPROPRIATE P F SPAN STARTER'SIP 70 v F MR PROMDE CLOSURE-FOR 13 1"B/O(277 62 106" BWU)MG CONDMONS �'� [. I 44� c (INSIDE) / 2•B/O(3.77 s 52 9 : N p FASTEN STARTER x ® :::F 83 ALTERNATE END STRIP DETAIL STRIP TO TRACK W/ O-/ b 5ZTt3 3'810(4.77 AT CORN SCREWS 13 p1 ffF I ® 6 SCALES 3"a 1'-O" (H CORNER Z5 (HAND-TIGHTEN ONLYI. I AL®O ANY TRACK: lil W/SCREW-BOSSES. ClSILL 52 W 6' I ) 2 5 �mg =O z100 7d1093" EXISTING GLASS o$ g v 13 ANGLE Q' i ESE 30 Us 11 BRASS PUSH LOCK m R g USE(1)BRASS PUSH LTI S INSIDE ' LOCK OR`1)S/16-18 0 75" y OR 1 5/160 THUMB 'INSIDE) 'FTII_ '1 THUMB SCREW INTO 13 3a SCREW 1QI70 THREADED m THREADED I SERT 2'ILi' 45 139• INSERT AT 1/3 SPAN SILL o i'x rc o N 3�j Wp,�• BOTTOM OF SHUTTER AT 1/3 SPAN TO 2,0- xO,12 1 Of p 7 pF SPAN FROM BOTTOM OF 23' { t SHUTTER.RECEIVING (OUTSIDE) ANGLE �H��1OOpLE SHALL BE 3/8" 64 116• HEIGHTIDTH,UP TO 1" 0 O Y y 7 6 Vp O TYPICAL OUTSIDE CORNER CLOSURE ——— ——— _ z 45 4s o • 30RR S&&& CCt DETAILS WO/CORNER POST ANGLE 60 zs". t3 3o coP1R6NlemFs� NTS 13 SILL 31 15 (OUTSIDE) 20-26156 FOR GREATER USE(1)BOX LOCK AT 1/3 SCAL6. THAN SHOWN IN END STRIANS OR P SPAN TO 2/3 SPAN FROM PAGE DESCRIPTTONI SCHEDULE,END STRIPS REQUIRE A BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE slip, USINGA°nAANNCHORONTTHesvAN CC2 AN010N SCTIEOU E A Ilxl/i'TER 1 DETAILS WO/CORNER POST �� S OR1/4.20 BOLT TOEND MULTIPLE SHUTTER ASSEMBLY SCAL&3"m V-O" 2 FASTENERS ALUM. TUBE FRANK BENNARDO,PE EACH ANGLE 6063-76 ALLOY _ PEa OOG6549 CAC9885 SEE TABLE A FOR SZE �+ �� REFELRENCEANCHOR XISTING SCHEDULE FOR MAX. STRUCTURE I " 1"x 2"z 1/B` \� SPACING • 01 j27J�202 OR 2"z 2"x 1/8" C1 CONNECTION TYPEMACHINE BOLT ALUM.ANGLE ° REFERENCE ANCHOR W/NUT @ 12"O.C.OR THREE 3/16'0 13 SCHEDULE FOR MAX 014 SMS @1 6-O.C. ��1p1 ALUM; ° I SPACING / • (TYF'.TOP b BOTTOM) L�F c N POP RIVETS 7 OR ° 17 ALTERNATE.THRU BOLT 1/ " w m E THREE N12 SMS, 3/15-0 ALUM.POP C1 CONNECTION TYPE IF �Y ..I.-M 9. TYP 17 RIVET OR#12 SMS REFERENCE ANCHOR OR ' Lu u-LL TABLE A(cm) (G 1B"O.C.(TYP.) SCHEDULE FOR MA%. C L W LLw PRESSURE VS ALLOWABLE LENGTH Ir SEE OEM „ I i SPACING OR o O ® �> S. 2N2'x1 8• TN.1j,s• MAY USE MALE OR I F a: =m ¢lu PSF N0 B/O No B/O FEMALE LOCK-SLAT) I / EP�B 13 F N O •� cN O I= 62 13V 18B' 13 11 - z r• EUh o,y.�••z� n 124• 1TJ \ // oR DOOR h M.3 03 ez 1I9' 1n• CC TYPICAL CORNER CLOSURE DETAILS / x y m y NTS �__ ¢ ¢¢ w 92 114" 10 TABLE C: '�( F us~ to C 102 110 16D TABLE B ccA 5aEDLI FOAA �� 1 6 R _ ~ 1zo 104' 1qT ( ALTERNATE THRU BOLT 9U31DourMOUNr w '� OR N 150 97• 131' PRESSURE VS ALLOWABLE LENGTH C5 CONNECTION TYPE (DETAIL F) l7 REFERENCE ANCHOR o 200 88' 319' 2SQ'x1�8' 3'x3'xI/8' SCHEDULE FOR MAX. I1Ax MAX .W PSF WITH 0f0 NRTN B/o HUTIER DESIGN SPAN PREssu C1 CONNECTION TYPE1- I 1/4"MAX.FROM PIN 62 113' 166' 1251N �/301PSf REFERENCE ANCHOR GUIDE TO BUSHING n 107• 157' I211N. +/•31.1P9 SPACINGE FOR MAX. WASHER(TYP.) yr 1w tn+d 82 !OL• 197" 118IM. •1-319PSF �1� 92 9S• 13V !IS IN. 4-32.7 PSF 1 ANGLE TO IMS 9 D.C. ON 1�~ 102 90' 132' 112 w. +%33.6 PSF / 'a rnY O TWIN. N-343 PSF EXISTING ZZ x 2-x.125- ��•6" 120 !0' 121" 1071N. +/-35,2 PSF CONCRETE, EMBED. 6063-T6 ALUM.TUBE O z 74• 309' IDS IN. /-35.9PSF WOOD FRAMING BLOCK OR CONNECTION TYPE a" 64' 99' 1031N. H REFERENCE ANCHOR-36-SPSF SCHEDULE FOR MAX. �1/B2�•�F�1J�{N FOp CONCRETE 102IN. +/-373 PSF SPACING ��•' R WSAND 3/4"MIN. 991N, + OPSF •E 951N. +/-39.6 PSF o wSTENER 1B•o.c 92 IN. *40.9PSF Cb ALTERNATE BUILD OUT MOUNT SECTION ((�� SCALE,3`.1'-0" (USE ANY A?ICHOR SHOWN 891N. -/423 PSF IN ANCHOR SCHEDULE). B61N. *433 PSF 831N. +145A PSF 811N. +-065 PSF 73IN. +/-083 PSF 1 76IN. +/495 PSF 70IN. +/-50.9 PSF ►- 3/16 RIVET OR H12 x 2"x 72IN, +/-52.3 PSF = SMS @L 1B"O.C. OR 090'6063-TES 70 LN. +/•538 PSF APPLICABLE AT TOP N Lo 1/4-20 NUT b BOLT 17 ALUM.TUBE TYP. AND/OR BOTTOM 1C o e ^ (TYP.1. 3/16"0 ALUM.POP 681N. */•55A PSF Q <m eB AWN.TUBE RIVET OR M72 SMS 66 IN. +/-s7a P5v 2•OR 3" 6083-76 ALLOY QB IB'O.C.(TYPJ SEE TABLE B 2•.x S"x 1/0' �am. W al 2'x 3".x Y."x 3 FOR Q 2 FASTENERS x CONTINUOUS Ip(sallaw =p c CONTINUOUS OR 2'x 1/2''MIN. 9 XI _ EACH ANGLE ALUMINUM ANGLE SFARA9H o XP 2"xYe xCONIINUOUS °'�'�'J`c a H q 1'z 2 x•093' OPTIONAL ANGLE INSIDE iD GASS, = 2u 6061-TES ALUMINUM 2.175 2 � 6063-T6 ALUM. THREE 3/16'0 ALUM. ORIENTATION TYP. GLASS H O�N ANGLE �� ANGLE.TYP 0 POP RIVETS OR 1 1 X a-ZM e 1 THREE 012 SM.TYP. OR DooR ¢ oar $ ° 0 o 1•r 2'x 1/a' L u h ANGLE FASTENED TO o.9'MIN.THICK 6061-T6 OR 2"r 2'r 1/a' EXISTING 3 KSI 2' t< 13 ALUM,AN CONCRETE HOST ALUM TRACTO ANGLE K HSTENED �r�y ur�� 4-20 USE MALE OR FEMALE STRUCTURE WITH MACHINE SCffEWS/A7 3• lig a O A R' �x LOCK-SLAT) - C4 CONNECTION TYPE Y4'0 DEWALT ULTRACONS FROM ENDS AND 9'O.C. HA_'n F Roo-13 REFERENCE ANCHOR (OR MILLENIUM MILLFAST FOR THE BALANCE 13 SCHEDULE FOR MAX.W..T&C ULTRACOTE)AT 3• 2-1/2'MIN. 20-26156 SPACING FROM-ENDS AND 4'-O.C. EXISTING CONCRETE SCALe-. 012 x71/1N"GALVANIZED (OUTSIDE) FOR BALANCE WITH tw HOST.STRUCTURE(3000 PAGE DESCRXP GN: TYPICAL CORNER CLOSURE DETAILS OR 5 .0 ALUM. MIN EMBEDMENT AND 2)S" PSI MIN) pOP R , 4-20 SIDE CLOSURE OPTIONS EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES or NTS MACHINE BOLT&NUT SCALE+3".V-0" STAGGERED WITH 3'MIN. an B C BLOCK OR WOOD FRAMING j SPACING,TYP.O BUILDOUT MOUNT O INSIDE SILL MOUNT SECTION F SCALE 3 NTS V SCALE.3".V-0"• FRANK 0 NNARDO,PE III C5 CONNECTION'TYPE. no 0046549 CA29885 ui REFERENCE ANCHOR XISTING zo _ SCHEDULE FOR MAX. STRUCTURE 00d rc SPACIN GLASS M c W Y GLASS" C1 CONNECTION TYPE 5^MAX. 1/4-20 MACHINE BOLT 1�'27�202 OR DOOR F u U OR DOOR W w �m REFERENCE ANCHOR W/NUT @-12"O.C.OR r u W m WE OE9t;l r w 3, SCHEDULE FOR MAX 1 014 SMS Cd 6"O.C. SEE DESIGN -13 W a c SOIRDLIFS 3 TR FOR =_ 00 'SPACING /y (TYP.Top a BOTTOM) 1/4"-20 THRU BOLT W/ SMIEDULES X 4 uI w SEPARAIRN w L_ u� N FOR FOR IfL Q ¢ a12 x 1/2"SMS 12"O.C. � a LOCK NUT(pl 12"D.C.OR SP�� S h w m OR 3/16"0 ALUM.POP 10.4Ar5 X w ¢< F' //��1,,,,,,,�1L,,�/ u w m 0 q12 x 1/2"SMS @ 12"O.C.E.S. TO CLASS f< RIVETS 6"O.C. OR 1/4'0 L J r o IA }2t+^u.J U•f-•m W O W J OR 3TS @ ALUM.POP z r Cal OR H w y� a W= RIVETS @ 6"D.C. E.S. �= ALUM.POP RIVETS @ 12"D.C. L OR 1/4"0 ALUM.POP RIVETS \ @ 12"D.C.E.S. / ASSEMBLY--EMBLLY 1/4"MAX.FROM PIN SE DmGN m r m >¢_z 1/4"MAX.FROM PIN 1/ " 1/2"TYP. G SOS 3 r X c IX o¢m$$ OO AND / GUI E TO BUSHING WASHER(TYP.) F1 FOR EN I- w=� at �Fz ASSEMBLY WASHER(TYP.) N o uu �"w / /2" /2"TYP. EXISTING CONCRETE, CONNECTION'TYPE, OR DOOR TO GLASS w BLOCK OR WOOD FRAMING "' - - X ozm EDGE REFERENCE ANCHOR w rc Q 3 LL w / CONNECTION TYPE DIST. SCHEDULE FOR MAX. E a E w / E G REFERENCE ANCHOR SPACING AS SHOWN' u o w SCHEDULE FOR MAX. 4.CONNECTION TYPE IN DIAGRAM ON PG.10) / Is SPACING AS SHOWN REFERENCE ANCHOR _ CONNECTION TYPE IN DIAGRAM ON PG.101 SPACING.SCHEDULE FOR F MAX. w 6 R REFERENCE ANCHOR EXISTING CONCRETE, LOCATION.FRONT AND W o SCHEDULE FOR MAX. BLOCK OR WOOD FRAMI BACK ANCHORS NOT REWD 0 SPACING.ALT.FASTENER 1/4"MAX.FROM PIN k_ ." LOCATION.FRONT AND WITH THIS'LOCATION Cl CONNECTION TYPE 2" GUIDE TO BUSHING V4"MAX.FROM BACK ANCHORS NOT REWD INSIDE MOUNT SECTION REFERENCE ANCHOR' - WASHER(TYP.) WITH THIS LOCATION B SCHEDULE FOR MAX.PN GUIDE TO SCALE�3"0 1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTION REFERENCLE ANCHOR(TYPJ SCALE 13".1'-0" EXISTING CONCRETE, SCHEDU E FOR MAX. !w-1 .t#NOTES FOR DETAILS A,B.D AND E ON THIS SHEET E�"'rn4 0 THE BASE TRACK MAY BE IINSTALLED 11 SECTIONgBLOCK OR WOOD FRAMING EMBED.© WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O BUILD OUT MOUNT SECTION Q _ a —� TYP.SOTTO A MINIMUM OF TWO SETS OF ANCHORS AND IS-A CD m. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK EXISTING CON E. SCALE 3".1'-0" E57 USED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD F MING )a OVER THE GAPS BETWEEN SECTIONS. %ISTING `6 w EXISTING CONCRETE, EDGE 1ST STRUCTURE / c BLOCK OR WOOD FRAMING CONNECTION C2 CONNECTION TYPE W EXTRUSION " EMBED. CONNECTION TYPE EMBED. N v REFERENCE ANCHOR REFERENCE ANCHO CONNECTION TYPE EXTRUSION 1 Wm SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING E FOR MAX. SPACING SCHEDULE FOR MAX. r SPACING AS SHOWN W SPACING IN DIAGRAM ON PG.10) 16 &RO 3 4 r W uI C G SS wu fJm W O R la O DOOR I" 1/2 W M72 x 7/2" S QD 12" SQ 73 7 N= W W J m L' gg C w 0: I-Iu O.C.OR 3/1 w DESIGN r w o: `o��8$ W �7 m POP RIVETS 6 O.C. N ow FURFTIR RYt 13 uI 930 Eo°� 0F9W SEP w w o OR 1/4"0 ALUM.POP a O a 6 DOOR SS OR To am I=n I- U w 3 8gag GLASS FOR YFON 13 N z v yI RIVETS @ 72"O.C. E u N h X Z Z m °` 5 OR DOOR SEPARATION TO X o z m [w a F . ¢ g C J 1/4-20 S.S.MACHINE E Op IL f ,Q7 AND08 u�I' 4"MAX.'FROM'PIN 0 55�qqq TO �' q6 SCREW&NUT @ ASSEMBLY " 1/2" a 4 12"O.C. 1/ GUIDE B SHING P. WASHER(TYP.) w 0 1/4"MA%.FRO PIN m IS 1/4"MAX,FROM PIN }, 4 CONNECTION TYPE w 0 1/2" GUIDE TO BUSHING a �` R GUID TO S NG S 1 R 2O WASHER(TYP.) rf. aaa Y WASHER(TYP.) GE REFERENCE ANCHOR ' 91 5 6 m EXISTING CONCRETE, DI SCHEDULE FOR MAX. C2 CONNECTION TYPE W EXTRUSION a 0 4 iv LOCK OR WOOD EXISTING CONCR SPACING AS SHOWN CONNECTION TYPE EXTRUSION 11 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.101 REFERENCE ANCHOR 20-26156 ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3"x 3"x 1/4"CONT. CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING SCALE: 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE. PAGE OESPUPTION: (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6" C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING AS SHOWN DASHED) SPACING OR 1/4"0 ALUM.P - BACK ANCHORS NOT REWD RIVETS(m 12"O.C. WITH THIS LOCATION j pOWALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL BUILD OUT SCALE 13".T-0" SCALE�3"-T-0" SCALE.3"-V-0" FRANK BENNARDO,PE PEE 0046549 CAP9885 SIX DESIGN SOEDIM - u: EXISTING GLASS R FOR ION.S3'ARATIO z ui STRU[TUR ALT.LEG DIRECTION 1/4-20 OR TO GLASS 13 0 7 a MACHINE t /,•� ODOR 00 n (2)6063-T6 ALUMINUM BOLT W/NUT O1:'271.�n2 ANGLES PER BEAM END, OR w I SIZE PER SPAN TUBE #14 xx 12 0.0 _ ,UU U w p 1/4"0 ALL SCHEDULE 3/4"" b¢z ¢ POINTS SOLID SMS 6"O.C. SPAN TUBE SCHEDULE x w¢ 0 SET ANCHORS (' i0 a UMBER OF X Y144 z EMBEDMENT IN PER DESIGN ALLOWABLE TUBE NUMBER OF ANCHORS PER .M.IN[MUMANGLE a=x � CONCRETE OR ACCESS HOLE SCHEDULE TUBE SHUTTER SPAN THRU.BOLTS ANGLE LENGTH m �, ' 2:1-W to BLOCK,3"MIN in S s¢E SPAN jw mm£ L7 F- W SPACING AND TOP BOTTOM Top BOTTOM TOP BOTTOM TOP BOTTOM ��u- z I- p 3"MIN EDGE W LLN _ w TUBE •TURF TUBE TUBE TUBE TUBE TUBE TUBE x X DISTANCE. - to •�r ow x /A ¢ 0. z J 2'460• .123.86 1352' 2 2 2 3 4' r G -- ,_ 00 10.255' '94 •101.7" 10&9- 2 2 3 3 r r rp� 'w'Q 4 3"MIN. ~ 16 S W 123• 69.r . :94.4 2 2 3 3 r r o L f0 g w ED.DIST. V y mxp 2�m7: 60' 129.1•" 157.0- 2 -2; 2 3 4"- r ¢"p Zk G '96' 114.8" 124.1' 2. 2 3 3 r r O,J"w a - 1/4".MAX,FROM PIN GUIDE A ODi(N.PAI]ON S FUR ¢z� 0.125• 12r 1o2.r 109.6". 2 2 4 4 IV 1W hi 0 w TO BUSHING WASHER(TYPJ aR DOOR WIL� 0� �$ NN.w.: � '60• 138.0• 196.9• 2. z 3 3 r r Ill W TWO 1/4"0 WOOD 1/4'e THRU BOLTS m 9,1zs. 96- nz2r 165.7• z 2 3 a r 10 o w LAG SCREWS H 24" SEE BEAM F w 123• 115.4 137.s 2 3 a s to 13 _ D p O.C.MAX,WITH 2" p 60 16e.r' z4D.B• z z 3 a r 1D• THREADED PENETRATION 3"MIN. SCHEDULE,FOR z1 2ktOY T"INTO CENTER OF STUDS ED.DIST. EOUIRED MBER = o.1B7s 9e 1aa6• ue.9• 2 3 4 s 10• 19'16' 123' 132.2' 4 6 7 FMB."T' 14 SMS @ MIDSPAN BETWEEN - 16 1/4"MAX. IA 203.1' 3 13-FROM PR4 GUIDE SPAN TUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" Tuts S G AS R TT P, x - x "ANGLES FOR 2"xS'&2'x6"BEAMS. PLYWOOD b TUBE CONNECTION '1/4"0 ALL 2. .USE 2"xS"xi/4"ANGLES FOR 2"x8"&2"x10'BEAMS. STUCCO FINISH POINTS SOLID PI 3. USE BEAM SCHEDULE FOR DETAIL 3. 6 x 4"x 9 -SET ANCHORS SPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN 6063-T6 ALUM.TUBE WITH 7/8"MIN. Y EMBEDMENT IN SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED w + TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR 1/4=20 MACHINE BOLT S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH °C 9 0 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. BLOCK,3"MIN SPACING AND 3" SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN �^"� (21 6063-T6 ALUMINUM W/NUT @ 12"O.0 MIN EDGE TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, s ANGLESPER BEAM END, OR#14 x 3/4"SMS @ WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"D.C. ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN o § m SCALE,3 1'-0" ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOVE,AND BELOW THE BEAM. O zm': z AT TOP EXISTING ACCESS HOLE 6. LAP BEAMS ARE NOT ALLOWED. a E STRUCTURE ALT.LEG DIRECTION 7. ALL BEAMS AND.ANGLES TO BE 6063-T6 ALUMINUM. m EMBED. MAX.DESIGN LOAD Ix Oj BEAM SPAN SECTION P -GLASS ul SCALE,3".1'-0"SEE DESIGN 0 01 FOR FOR WIL�A�RAI ES OR DOOR © ~ in TO GASS 1a N Z EXISTING WOOD X ¢ TRUSS OR RAFTER 1/2 3" 1/2" 0 @ 24"MAX.O.C. cwo F IL EXISTING FINISH /TV \ 1tl MATERIAL / 5 Ea^ 1/4"MAX.FROM PIN GUIDE p o d p 1 16 TO BUSHING WASHER(TYP.) s So� 1"x�4"x 1/B^6063-T6 w � s ALUM.TUBE W/THREE m 1/4"TILE ITYP.1 1/4"_0 WOOD:LAG \ " a FINISH MATERIALP W SCREWS WITH 2-3/4" 3/4"PLYWOOD MINIMUM THREADED /, vo \ / < 1/4"0 A325 GRADE THRU BOLT @ 7"O C PENETR."T"IN WOOD @� L °9 DR S/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS \ OALV.OR S.S. 24"D.C.MAX,WHERE': � 5 6 TUBE,EXTENDS BEYOND S g3 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 5"O,C.W/1-1/4"MIN.EMS. 6", EXTEND TUBE TO \ 2"x 5"x 1/8"6063-T6 OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/e" NEXT TRUSS. \ W W Lu- m ALUM.ANGLE W/THREE n MIN.EMS. IN WOOD SG.0.42.TO 0.55. \ / I-W m K 1/4"0 WOOD LAG R a �A 1/4-20 S.S.MACHINE SCREW 13 N =0 SCREWS WITH 2-3/4" mvrwWOC94EMME c x MINIMUM THREADED 12"0.[:IN BETWEEN TRUSSE v EXISTING CONCRETE" w PENETR."T"IN WD00 20-26156 HHOLLOW BLOCK OR WITH 1/2"0 ACCESS HOLE ON L7 @ WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. BACKSIDE OF TUBE OR 014 SMS )C z z m EACH RAFTER OF TRUSS. scALe: - ANCHOR SCHED.BASED ALUM.ANGLE(6063-T6) @ 6"O.C.MAX.IN BETWEEN ¢ d F 24"D.C.MAX.WHERE vacs DesOR1PnON: ON TYPE OF STRUCTURE Y In, ANGLE EXTENDS BEYOND ¢ LAST TRUSS MORE THAN (MAX.DESIGN LOAD s 72 P.S FR) 6", EXTEND ANGLE TO 1 OPASS THRU DETAIL (MAX.DESIGN LOAD x 72 P S.F:1 NEXT TRUSS. SCALE.3".V-0" O TRUSS MOUNT SECTION no SCALE.3".T-0" 0 1 FRANK Sr"" RDO,PE III PE!0046549 CA°9885 2- 01!27,7'202 m DOORS OR 2?^ GIASS OR, m DOOR m o 1 I --- --- --- ---- OR FumF' FOR{@�,FOR wpm �' tia gPARA7l0H To N T SEPARAAOH TO N y Q I I (�'c w m �o R IL b 2 h I 1 LLA LL?J 13 E Fm . ci Zow uN 4"MIN. ZUI wwV r:S < m J J p lI < 13 u I- RADIUS H Z MOUNTED PARTIAL TION<< omm 20 y=N 28 N EXISTING 'SCALE:3"= 1-0 STRUCTURE .250"FROM PIN 250"FROM PIN 03 a a GUIDE TO BOTTO UIDE TO BOTTO EXISTING'FINISH E i OF WASHER OF WASHER MATERIAL E 1/4-MAX.FROM PIN o w w GUIDE TO SUSHI G �D / 1/4"0 TAPCON 24" CONNECTION TYPE _ „p O.C.WITH 1-1/4�MIN. REFERENCE ANCHOR (5�R(6�CUT IN 4^INTERVALS _ :. - WASHER ITYP.) EMBED. SCHEDULE FOR MAX. �O FORttyy[[U E(SEE gg N SPACING DETAIL��FOR ADDITIONAL .fs EXISTING CONCRETE OR / EXISTING HOST STRUCTURE INFO). TY .TOP i BOTTOM.. P LOCK ONLY.WOOD FASTENER O'EACH 4".CUT AMING a WOOD ANCHORS SEE ANCHOR SCHEDULE BASED aS 4 4 0 NO=ACCEPTABLE ON C4 CONNECTION TYPE TO 4nggo~ DIST. N DECORATIVE FLOOR TRACK DETAIL VERIFY ANCHOR SPACING °•O O ~o .rO' o 13 V y b y b b F RECESS SILL DETAIL � SCALE i 3^=7-0" IS ACCEPTABLE I! wad SCALE,3"=1'-0" Z go, io1P ioia.. 6l �no.t: a 1/4"MAX.FROM W O BUSHPIN GUIDE TO i= w BUSHING WASHER o 1/4"MAX. u FROM PIN GUIDE C 1 (TYPJ I W 1/2"' TO BOTTOM OF WASHER TYP.) EXISTING / 2HIN OLT STRCTURE W NUT @0C. s 1 CUT AT 3 INTERVALS TR EXISTING FINISH ORM CURVE(SEE DETAIL V®1 m v MATERIAL CONNECTION TYPE TYP.BOTTOM REFERENCE ANCHOR ('O SCHEDULE FOR MAX. SPACING(FASTENER @ EACH 4"PIECE p CURVED TRACK SECTION DETAIL SCALE.3".V-0" aNOR 1"x1"x7 6"'b 1"x2"�1/8" S 8 � 6063- b NNpp UMp�y.Aryry??GLLEE CCUT TO 1"x1"x/8"a t"x2"�?�1/B"yII� pOpP UTT SNHUTTpEOVEIDITMRSEusPORT �} M 6TC ANAO PMgA G SUPPTO O J gg II FRO T OF EXTRUK�10 S E�IGONNSS Ol 0 U A Hp TTER RUSIONS IJ pp Cry N 9ppC g J CONTINUOUS REINFORCEMENT FROM OF EXTitU O ISE �. P2PI x rc s IS O RE4UIRED. CONTINUOUS RR INFOR EMENT `` ` a IS N T RE4UIRE�. pp p� DYI 1O 12 " g96qq o AP� MOUNTING [I MB CONDITION,MIN.OF TWO PER MB APPROVED►.COUNTING coPrpprracxm:enowP PIE[E COgN�DITION,MIN.OF TWO PER APpP OVE�1Dyy qHSppTEpN� R AND PlApppPRCOVED pTpHSTEMN�ER pND 20-26156 PIE[EFAST�NERS PERMC�TOP PIECE AST�NERS PERMCUM OF SCALE: PIE TT (FAG¢DESCRIPRONI PI TYP. SECTION FOR SHUTTERS P2 TYP. ALTERNATE SECTION FOR SHUTTERS SCALE 3'= 1'-0" Sme 3 0 1-0 O ANCHOR SCHEDULE: CONCRETE FRANK BENNARDO,PE 2'x S TYP. pea 0046549 CAC9895 TOP FLANGE 2 x S(01 OUTSIDE 2.9"MIN EDGE DISTANC! ANCHOR(SEE SPACING LOAD Spans Uo To 6'-0" Spare Up To 018" Spans Up To 13'-W' SECTION X) oy/27i/2n2 CONN TYPE CONN CONN TYPE p Lr _ ANCHOR (� Cl C2 tl C4 CS C6 Cl C2 tl C4 CS C6 Cl C2 C3 C4 CS C6 1/" TAPCO OR D 4 16.0"16.0"16.0"16.0"16,0"16.0'•16.0°16.d'10.5" 0.0"16.0"13.0"15.5"16.0" 6,5" 6.0" 9,5" 9.0" CON WITH 1-3/4' 62 16,0"16.0"12S'12,0"16.0"14.5•16.0"16.0" 8.0" 13A"10.0"11.0"10.0" 5.0" 4.0" 6.0" 7.W O O O rD N BED(3192psl MIN CONC) . 72 16.0"16.0"10.0" 9.5" 16.0'•12,5'15.5"I6.0" 6.5" 6.0" 9,5" 9,0" 9:0" 8.0" 4.0" S.D" 6.0" x S ITYP.I f x S' INSIDE 3 OR O4 HEADER/SILL 110 14.5'•14.5" 6.0" 5.5" B.5" 8.5" 9.0" 7.5' 4.0 '4,5" 6.0" 7.5" 6.0" 5,0" BOT.FLAN E pNCH�R(SEESPACING Z._ •f s -- - _ - SECTION X)200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5 6.d' 5.0" i f ••F M&�'- 1 4•MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.d'11.0"30.5"16.d'14.0"14.5"14.5" 6.5" 6.0" 9.0" 9.5" SIDE CLOSEST TO OPENING W(() [wij LL � MWITH IN CONCRETE) EMBED(3275pst 62 36.0"16.0'13,D"12.0"16.0'•15.5"16.0"16.0" 8.0" 7.0" 12.d'11.0"30.0" 9.0" 5.0" 4.0" 5.5" 7.5" II.I LLN a 72 16.0"16.0"10.5'• 9.S' 16.0"13.5•'14.5"14.5" 6.5'• 6.0" 9.0" 9.5" 8,5" 7.0" 4.0" 4.S• 6.5" NOTE: "S' INDICATES ANCHOR SCHEDULE SPACING. _1� o -x al 110 13.0"13,d' 6.0" 5,5" 8.0" 9,0" 8.0" 7.0" 4,0" '4.S' 6.0" 6.5" 5,5" 5,5" L9 g<Q z 1/a•D SPACING DIAGRAM FOR Cl CONNECTION TYPE: () 0¢w_w 200 6.5" 5.5" 5,5" 6.5" 5.5" 5.5" 6,5" 5.5" 5,5" _ Cl CONNECTION TYPE USING PIECE 0 OR Q ' ai m i EWALT CRETEFLEX 48 16.0"16.0"16.0"16.0"16,0'•16,0"16,0"16.0"16.0•'35.0"16A"16,0"16.0"16.0'30.0" 8.5" 12.5"14.0" SS4 W/2-EMBED(3350ps1 62 16.d'16.0"16.0"S6.O"I6.0 1&0"16.0"16.d'12.0"10,5"16.0"16.0"14.5"13.5" 7.0" 6.S" 8.d' 11,d' LV Cc: ''z U W_ MIN CONC) 72 16.d'16.0"15S'14.5'16.0"16,0"16.0"36.0"30.0" 8.5" 12.5"14.0"12.0"10.5" 6.0" 5.0" 6.5" 9.5" 7 /QQQQQQCOMBINATION 3 110 16.d'16.0" 9.0" 8.d' I3.5 13.0 12.0"IO.d' 6.0'• 5.l. 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" B.0" 2 x S TYP f /1 COMBINATION N W 200 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 10.0" B.0" 5.0" 4.0" 5.0" 8,0" 10.0" 8.0" 5.0" 4.W' 5.0" 8.0" o w 1"MIN EDGE DISTANCE 9 / 0 COMBINATION p 1/4"ITW TAPCON OR DEWAL Cl C2 C3 C4 CS Cb Cl C2 C3 C4 CS C6 Cltl tl C4 C5 C6 O ULTRACON WITH 1-3/4" 48 16.0"16.0" 7.5" 7.5" 16.0" 7.5" 16.0"16.d' C. a,5" Ics 5.5" ICl 15.5' 9.5" EMBED(3192p MIN CONIC) 62 16.0"16.0" 5.5" 5.5" 16,0" 6.0" 16.0"16.0" 12.5" 4.0" 30.5" 9.5" 6.0"BED(3192ps1 MIN CONCJ 72 16.d'16.0" 4.5" 4.V' 16.0" 5.0" 15.0"15.5• 9.S' 9.0" 7.5" 4.S' 110 14.0"14.0" a.S" 8.5" 7,5" 4.5" 7.0" 6.0" x S(TYP.) 2 x S TYP.) 200 7.0" 6.0" 7.0" 6,0" 7.0" 6.0" 1/4"MILLENIUM MILLFAST 4B 16.0"16.0"13.0"13.0"16.0"13.5"16,0"160' 8.0" 7.5' 16.01, 9.5" 11.5"11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. WITH 1-3/4'EMBED(3275ps1 62 16.0"ls.D" 9.0•' s.s" Ss.d'1D.s'•14.0"iS.d' s.s' s.D•' 9.s' 7.s" B.0" 7.S" 4.s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: H t MIN CONCRETE w 72 16.0'•16.0" 7.5" 7,d' 16.0" 9.5" 31,5"11.5" 4.5" 4.0 7.0" 6,5" 6.5•, S.5' 4.5" - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE 110 f0.5"10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY 200 5.5" 4.5" 5.5" 4.5" S.5•' 4.5" - C4 CONNECTION TYPE USING PIECE®OR ® WITH / OUTSIDE ANCHORS ONLY o m z 3/4"ALL•POINTS SOLID-SET 1-1/4-MIN EDGE DISTANCE u ANCHOR W/7/8°EMBED& Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 ANCHOR NOTES: Q Zm o Z 1/4-20 SS MACHINE SCREW 48 16.0 16.0" 9,5" 9.5" 1&0"10.0"36.0"16.d' 6,d' S.5" 16.d' 7.0'• 10.5"11.0" 3.5" 3S" 6.5" 4,5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING v (3000ps1 MIN CONC) 62 I6.0"16,0" 7.0" 6.5• 16,0•' B.O., 13.5"14.S' 4.5" 4,0" 9.0" S,5" 7.S" 7.0" 4.0" 3.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE \ 8 72 16.0"16.01 5.5" S.5" 16.0•' 7.0" 10.5"11.d' 3.5" 3.5" 6.5" 4.5" 6.0" 5,5" 3.0" 3.0'• LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(P9 1). J s •� 110 30.0 10,0 3.5 3.0" 6,0 4.5 6.0" 5.0" 3.0 3,0 5.0" 4,0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 200 S.O•' 4.0" 5.0" 4.0" 5.0" 4.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR o 3"MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m v AN ALL-POINTS SMBED ET AN OR EQUAL TO SHUTTER SPAN. ANCHOR W/7/8°EMBED& Cl C2 tl C4 CS C8 Cl C2 tl C4 CS C6 Cl C2 tl C4 C5 C6 • n, 1/4-20 SS MACHINE SCREW 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"14.0"13.0"16.0"16.0"16.0"16.0" 9.5" 7.5" 11.0"12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 (3000ps1 MIN CONC) 62 16.0"36.0"16.0"15.0'•16.0"36.0"16.0"S6.0"10.0" 9.0" 55.0"13.5"12.5"11.5" 6.0" 5.5•• 7.0" 9.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $-' 72 16,0"16.0"13.0'12,0"16.0 16.0"16.0"16.0" 8.5" 7.5" 31,0"12.0'•50,5" 9,0" 5.0" 4.5" 5.5" 8,0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 110 16,0"16.d' 8.0" 7.0" 10.0"11,0"10.5" 9.0" 5.0" 4,5" 5.5" 8.0" 8.5" 7.0" 4,0" 3.5" 4.5" 6.5" C�ONNOECTIYON TYPE. CONNECTION DETAGILSRFOR oENnF°ICAnONPOF• 200 8,5" 7,0" 4.0" 3.5" 4,S" 6.5" 8.5' 7.0" 4.0" 3.S" 4.5" 6.5" 8.5" 7&' 4.0" 3.5" 4.5" 6.S" CONNECTION TYPE. 1/4.DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE W/1/4-20 SS BOLT AND Cl I C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED(3000psl MIN 48 16.d'16.0"16.0"16.0"16.0"16.0"16.0"16.d'30.0" 9.S' 16,0"13.0"12.0"12.5" 6.0" 5.5" 7.S' 9.0" ONLY. 1210 CONC) 62 16.d'16.0"12.0"11.0"16.0"14,5"35.0"16.d' 7.5" 6.5" 30.0"30.5" 8.5•' B.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 2; e •� 72 I6.d'16.0" 9.5" 9.0'• 16.0"12.5"12.0"12.5" 6.0" 5.5" 7.5' 9.0" 7.0" 6.0" 6.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT z =°aa LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER Imam'110 11.0•'Il.d' S.S' S,0" 6.5" 8.5" 7.0" 6.0" 6.0" 5,S• 5.0" FINISHES. I C��o G S P8$ 2.00 5.5" 5.0" 5.5" 5.0" 5.5" 1/4°DEWALT SS DROF-lN 11/2'MIN!OG!DISTANC! 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 3 z3 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING o a a u :'�j(( W/1/4.20 SS BOLT AND Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 CS C2 C3 C4 C5 C6 MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR e 1"EMBED(3000ps1 MIN 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"I3.0"10.0"16.0"14.0"13.0"13.0" 8.5" 5.5" B.0" 9.5" SIDE CLOSURE PIECES. a5a CONC) 62 16.0"16.0"13.0"12.0•'16.d'15.5"16.0"16.d' 8,0" 7.0" 10.5"11.0" 9.1; 8.0" 5.0" 5.0" 7.5" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER o a 72 36.0"36.0'•10.5" 9.5" 16.D"13.5'13.0"13.0" 6.5" S.5" 8.0" 9.5" 7.5" 6.5" 6.5" SHALL BE LOCATED 1N CENTER OF NOMINAL 2•x 4'(MIN. WOOD SITUD.3/4" @ I� •� 110 12.0"11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 8.5" HAVE DISTANCPHILLIPSE PAN H ACCEPTABLE TA HEX HEAD OD FRAMING.(MIN SCREWS SHALL � p 8 200 6.0" 5.0" 5.5" 6.0" 5.0" S.S' 6,0" 5.0" 5.5" a 2"MIN EDGE D35TANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN a R e n #12 SMS W/2"EYEWALL Cl I C2 I C3 GT CS C6 I Cl I C2 tl C4 I CS I C6 Cl C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER COARKRIDam�.OEwF ARMOR INSERT W/2°EMBED 48 16.0"16.0"13.0"13.0"16.0"13.5"16.0"16.0" 8.0" 7.5" 16.V' 9.5" 14.S"15.0" S.0" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),U.O.N. 20-26156 (2000ps1 MIN CONC) 62 16.0"16.0" 9.5" 9.0" 16.0"10.5"16.0"16.0" 6.0" S.5" 12.5" 7.5" 10.5" 9.S" 3.5" 3.5" 5.5" 5.0" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Q Q 72 16.0"I6.0" 8.0" 7.5" 16.0" 9,5" 14.5"15.0" S.0" 4.5' 9.0" 6.5" 8.5" 7.5" 3.0" 4.5" 4.5" SCALE: 13,5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.d' 7.0" S.5" 3.5" 3.S" NUT OR WAS ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION, UT OR WASHER WINGNUi. _ 200 7.0" 5.5" 3.5" 3.5" 7.d' S.S.S5" 3.S' 3,5" 7.0" 5.5" 3.5" 3.5•' 612 SMS W/2.75•EYEWALL 48 16.0'.16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"11.0"16.0"14.0"16,0"16.0" 7.0" 6,5" ll.5" 9.51, 30. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. - ARMOR INSERT W/2.5' 62 16.0"36.0"13.5"13.0"16.0"15.5"16.0"16.0" 6.5" 8.0" 38,0"11.0"13.5"12.0" 5.5" A.5" 11" 7.5" It. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO j EMBED(2000ps1 MI CONC) 72 16.0"16.0"11.d•10.5"16.0"13,5"16.0"16.0" 7.0" 6.5" 11.5" 9.S" 13.0" 9.5" 4.5" 4.0" 6.0" 6.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL O 110 16,0"16.0" 6.5" 6.0" 10.5' 9.0" 11.0" 94" 4,S" 4.0" S.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" CONCRETE SCREWS TO HOLLOW BLOCK. 200 9.0" 7.5" 3.5" 3.0" 4,5" 5.0" 9.0" 7.5" 3,5" 3.0" 4.5' 5.d' 9,0•' 7.5•' 3.5" 3.0'1 4.5" 5.0•' 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. 2-3/26-MIN EDGE DXSTANCE T. . .NN TYPE ■m©OQ©�®OL�70©�m0©0©m©©�0©m©DOm®mm�Qm00 ',ni� �m mV/////,ON/%////%////,mm%/////%////,.'//////%//////,mzm%////%///%%///%////mU9%////'//////mm®KW%/////.///�U2EM®U 2'///////.%/////�� 0m®dim®mm%/////////ii00EUaAV,///%/%/////i��������®���%/////%/////.%/�i. V/////%mmaa%//////,////%/, V////,/////%////w////.%////m2mEwmmmmVll//'//////////.'///////.'%///%//% ��l./��MW 0ALE �lHa0am%%�i,�//, %/////////////////immmmrmmm%/////.%/////%//m//,ma////////%///%i mmmMM%////%////.mmm%//////////%//''///%////%//////%/////.0/////®® ///,WONmmm%///// /// i/ii�a/iiiaiiaii,i/iiiiaii.iiiiiaioi/iiM///mi,. ii% / F /i/%�/TONES • m�����mm % � %®®gym®m�aa�iii �MUN ,i/ %�aiii/ii,/hill/�aiiiaiiiaii. ///////a%V///%a//Wa/////0/�V//%/////////%///a,////%//////////%////,'%///%%///.%/%%%///%////i%//%////i%///%%///////%% ,// %� �mm©mmm©OOmm©m0©m©m0®0000mm©©m© m®®®®®mm®mm®m%/ 0��mm�mm�///%/o/im® %ji%j %// ����� � aaaia/ //i/////////.®IMmEUmMEMmmmmm9Wi///./////M ■ �%/��/�mm®®®mm m®%/ %//%// %/////,%/////%///%'//////%///%%///%///////.%////.W/W/////%%////%////%/////mEm/////.%E///%i%//////,ROMEM j m®ji,/%l ji, 0%////%////i%// 3"MIN EDGE DISTANCE 4"HIM EDGE DISTANC %/////%//%%/�/�%%/ %/////%///��m®�mmmmmmm%///%%////,////// m%/ i,,WM j %//� m m I m ammmmm%////.��%////%///%/////%//// %/// ■m©0000©O�n©©©��0©©0©®©©0©mm©0© %////i'//////%/////,,MMIM0 M IMM®®mm®®®%/////%////P//// 0mm%////%/////,0mmm%////%/////%///%'/////////////,%////i%////%////ImImmmmmm%///%'/////im00%///%%///i%////%////i r ffmv ma/ 11 FRANK BENNARDO,PE PEC 0046549 CAC9885 _.!. 01['27/202 E9 0'a ANCHOR SCHEDULE: WOOD (G=0.55) ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK(CONS ) 3/4"MIN EDGE DISTANCE W V LL 2"MIN EDGE DISTANCE w a IA ri Spans Up To 6'-0" Spans Up To 8'-8" Spans Up 70 13'-0" ri Spans Up To 6'-0" Spans Up To 8'-6" Spans Up To 13•-0" LOAD 0 LOAD CONN TYPE CONN TYPE CONN TYPE mw U � o ANCHOR CONN TYPE CONN TYPE CONN TYPE o_ ANCHOR (Psf) _ (Psf) Cl Q C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl Q tl C4 CS Cl Q p C4. CS Cl Q p C4 CS 1/4'LAG SCREW WITH 1-3/4 48 16.0"16.0"11.5"11.5"16.0'•16.0"16.0" 7.5" 7.0" 16.0"16.0"16.0" 4.5" 4.5" 15.0•' O L 01 1/4'DEWALT TAPPER+W/ 48 IS.S'15.5" 6.5" 6.5" 15.5"10.5"10.5" 4.0" 4.0" 30.5"145'14. 6.0" HIN THREAD PENETRATION 62 16.0"16.0" 8.S' 8.5' 16.0"16.0"16.0" 5.5" S.S" 16.O"I6.0"I5.5" 3.5" 3.5" 9.5" U IS 0�x 1-1/4•EMBED 62 12A"12.0" 4.5" 43" 12.0" 7.5" 8.0" .5.0" 0"72 10.5•'10.5" 4.0" 9.0" 6.0" 6.0" 72 16.0"16.0" 7.0" 7.0" 16:0'•16.0"16.0" 4.5" 4.5" 15.0'•14.0"12.5' 3.0" 3.0 7.1"110 5.5" 5.5'• 110 16.0"16.0" 4.5" 4.0 13.5'•140"12.0" 3.0" 2.5" 7.5" I1.S' 9.S' 2.S" 2.0" 60"200 I1.5" 9.5" 2.5" 2.0!' 6.0" 11.5" 9.5'! 2.5" .2.0" 6.0" 11.5' 9.5" 2.5'• 20" 6A•' In C u. 200 i7/16•WOOD.BUSHWG WLTF1 4B 16.0"16.0" 9.5" 9.5" 1fi.0"13.0"13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5'• 3.0" 4.52 SMS W/2"EYEWALL 48 16.0"160" 85" 85" 360"13,0"13.0" 5.0" 5.0" 12.5" 7.5" 3.0" 3.0" 4.5" o' 1.13•MIN EMBED&1/4-20 62 14.5"14.5" 6.5" 6.0" 14.5" 9.S" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.5` 2.0!' 3.0" 0 ARMOR INSERT W/1-1/4' 62 14.S'14.5" 6.0" 6.0" 14.5" 9.5" 10.0" q.0" 3.5" 6.0" 4.5" 3.0" .O.. SS MACHINE SCREW' 72 12.5"12.5" S.S' S.0" 11.0" 7.5" 7.5" 3.5' 3.0" 4.5" q.5" 3.5" 2.0"EMBED0 72 12.5"12.5" S.0" 4.5" 11.0" 7.5:' 7.5" 3.0" 30" 4.S" 3.5" 110 7.0" 7.0" 3.0" 2S' 4.0" 4.0" 3.5 2.0" 10•• 3.5" 3.0" 7.0" 3,0" 4.0" 4.0•' 3.S' 3.0" 200 3.5" 3.0" 3.5" 3.0" 3:5" 3:0" 00 3.5" 3.0" 3.5" 3.0" 3.0" 3 i14 SMS i14 WOOD SCR 48 16.0"16,0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 16.0"16.0"16.0" 5.0" 5.0 12.0" OR 1/4"LSEWALT TAPPER+ 62 9.5" 9.1 11.0"16.0'•16.0'• 6.0 6.0" 16.0"13.5'12:5 4.0 3.5" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ENETRA aN I"TM D 7z 16.0"16.0" 8.0" 7:5' 16.0"16.0"16.0" 5.0" 5.0" 12:0"11.5"IO.o" 3.S' 3.0' 6.0" 110 5.0. 4.5" 10.5"170" 9.V 3.0" 3.0" 6.0" 9.0" 7.5"- 2.S' 2.5" 4.5" 4"MIN EDGE DISTANCE 200 9.0" 7.S' 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2:5" 4.5" 9.0" Ci moans Up To 6'-0" Spans Up To III&"- _Spans Up To IT-O" - LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (PsT) Cl I Q I tl I C4 C5 Cl I Q I p C4 I CS Cl I C2 tl C4 CS ANCHOR SCHEDULE: WOOD.(G=0.42) 5/16"ITW TAPCON XL W/ 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.011116.01,1&0',16.0" o r m 2-1/4'MIN.EMBED 62 I6.0'!16.0"16,01'116.011 16.0"1&0"16,0"12.5•'11.5"16.0"16.0',16;0" 8.0 7.0 10.0 3/4"MIN EDGE DISTANCE Q Zca: u 72 I6.0"16.0"16.0"I5.5"16.0"16.0"16.0"SOS' 9S'I 15.5"14.5"12.5'!i {�ri _Spans Up 7p 6'-0" _Spans Up 7p B'-e" Spans up To 13'-0" m g 110 16.0"16.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" S.5" 7.5" 12.0"10.0" 5S" 4.S' 6.0•' fA �� CONN TYPE - CONN TYPE CONN TYPE c q 200 5.5' 4.5" 6.0" 12.0"30.0" 5.5" 4S' 6.0" 12.0"10.0" _ ANCHOR (P� Cl C2 p C4 C5 CS Q Q C4 CS Cl Q N C4 CS 5/16°DEWALT ULTRACON 40 16.0"16.0"13.5"13.5'16.0"16.0"16.0" 8.0" 7.5" 16.0!' 9,5" 9.S' 6.0" 1/4'LAG SCREW WITH 1-3/9 48 16.0"16.0" 9.0" 9.0" 16.0"16.0"16.0" 6.0" 5.5" 16,0"16.0"I6.0" 3.5" 3.5' 30.0" E 3 5 W/2-1/4"MIN.EMBED 62 16.0"16.0" 9.5" 8.5" I6.0"12.0"12.5' S.5" 5.O" 8.0" 6.5 6.0" MIN THREAD PENETRATION 62 16.0"16.0" 6.5" 6.5" 16.0"16.0"16.0" 4.5" 4.0'! 13.5"11.5"IO.S' 2.5" 2.5" 6.0" a 72 16.0"16,0" 7.5" 7.0" 14.0" 9.5•, 9.5" 6.0" 5.5" v n 72 16.0"16.0" 5.5" 5.5'• 18.0"16.0"16.0" 3.5" 3.5" 10.0" 9.5' 8.0" 2.5" 2.0" 5.0" z 110 8.5" 8.5" 5.0" 5.5" c 110 15.0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 13.5-13.V S.D" 7.5" 6.0" 2.0" 4.0'• O 200 200 7.5" 6.0 2.0^ 4.0" 7.5 6.0 4.0" 7.5" 6.0" 2.0" 4.0" o 2"MIN EDGE DISTANCE G14 SMS;i14 WOOD SC 48 16.0"16.0" 9.5" 9.5'• 16.0"16.0"16.0" 6.0"11.0"11.5" 3.5" 3.5" 12.S" Cl Q p C4 CS CI C2 p C4 CS .C1 Q tl C4 C5 OR 1/4"DEWALT TAPPER+ O 62 I6.0"16.0" 7.0" 6.5• 16.0"14.0"15.0" 9.5" 8.0" 7.0" 2.5" 2.5' p WITH 1-3 4'MIN THREAD S12 SMS W/2"EYEWALL 48 16.0"16.0"10.5"IO.S'16.0"16.0"16.0" 6.5!' 6.5" 16.0"12.5"12.5" 4.0" 3.5" 7.S' +y PENEIFIA ON "72 16.0"I6.0!' S.5" S.S' 16.0"11.0"11.5•' 7.0" 6.5' S.5'• N.' 2.0" ARMOR INSERT W/2'EMBED 62 16.0"16.0" 7.5 7.5! 26.0"15.5"16.0'• 5.0 '4.5" 10.5'• 9.0" B.0" 3.0" 5.0" 110 10.5"10.0" 3.5" 3.04 6.0" 6.5" 5.5" 3.5" 5.0" 4.5" 2.0"72 160"I6.0" 6.5" 6.0" 16.0"12:5"12.5'• 4.0" 3.5" 7.5" 70" 65" 40" 0" 4.S" 2.0'• 2.5" 5.0" 4.5- 2.5" 9.0" 4.5 2.0" 110 11.5"11.5" 4.0" 3.5" 7.0" 200 6.0" 5.0" 3.0" 6.0•' S.0" 3.0" 6.0" 5.0" 3,0" {Qq,y q3 e g$gk�p u t'i�GU�i 2°8 2 e w EC6 � 3 ANCHOR NOTES:SEE SHEET WP F-IF- R:R F�F 10 FOR ANCHOR NOTES. 20-26156 SEALE, - PAGEOESCRIPTION? IJ FRANK BO.PE ROUND WINDOW Pev a0a6S49 65ns CA CnagaBs ASSEMBLY I EDGE OF ACCORDION 12•MIN FROM Q 1 i'27/7 QZ SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION 0.125°...... ...... TOP OR BOTTOM SHUTTER BLADES �F0.125" 0.032• 0.032• 0.196 0 ' ```` C u 7 J oT 45° I =INK lALL �O° °w=3� j .~. 0 2.875-0 HOLE TO TYPICAL o.RECEIVE ROUND 3.5'MIN g<w w~ WINDOW ASSEMBLY y ID$to 02.875" �4 0.188- 2.875.0 HOLE(TO RECEIVE °3 LL a� 03.250" ROUND WINDOW ASSEMBLY)• m K LIGHT-N-VIEW WINDOW PER E OF 3 VERY �o A PER EVERY OTHER BLADE N.T:S. SABIC PLASTICS SLX1431T-UL-94HB ROUND WINDOW Z LIGHT-N-VIEW WINDOW ASSEMBLY 13 N.T.S. EXTERIOR ELEV m u 12'MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION01 TOP OR BOTTOM SHUTTER BLADES �o ° m rINDO RECTANGULAR O Vim' z WINDOWgSSEMBLY 1 BLADE W/ ROUND WINDOW g -_ EDGE OF BLADES ACCORDION 13 N.T.S. �2.210•—t EXTERIOR ELEV a a a u N �— 1.210" a a a a o.1as o � .145 c 3.5"MIN c = TYPICAL a a 0 O O w 1.500'x 6.000- OLE(TO SBiI RECEIVE RECTANGULAR WINDOW ASSEMBLY) �— 1.500"x 6.000"HOLE(TO RECEIVE '°'� MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .161' PER EVERY OTHER BLADE .093° -}. .ozo" 3 RECTANGULAR WINDOW s c p p o —� 118" 13 N.T.S. EXTERIOR E1tV Q a 3 e �1.s•-{ o.soo" o.soo• o ti o x g Nr.) yy 3.5"MIN. RECTANGULAR WINDOW ri 1_ J a6 TYPICAL T-- ASSEMBLY A (�) RECTANGULAR WINDOW NOTES: � 145" 1. THE RECTANGULAR WINDOW SHOWN IN R 2 ° S/13 IS MADE FROM GE XL30 LEXAN WITH ' p 0.355' p i 0.075"MINIMUM THICKNESS. y'� i 2. FRAME FOR RECTANGULAR WINDOW MAY N , 0.145 4 ���� BE NYLON 6 OR POLYCARBONATE WITH A I� MINIMUM THICKNESS OF0.161'.ATTACH 'RB.. xacE Lj 1.856" 0.177" .355° TO:BLADE WITH(6)S4 SS SCREWS OR ZO-Z6155 F BOLTS WITH NUTS. SECTION A-A A A PAGE DESCRIPT70N: BLADE W/.RECT. WINDOW /51.RECTANGULAR.WINDOW S3 N.T.S. EXTERIOR EL;; 13 N.T.S. EXTERIOR ELEV j ACCORDION SHUTTER SYSTEM FRANK BEMIM0.PE PEP 0046549 CA 9885 ALTERNATE MOUNTING OPTION �r 69" MAX DESIGN SCHEDULES SPAT SPAN 0 .0 OPTION 1 OPTION 2. UT a N 1 2x3x0.25 ANGLE 6063-T6 2 2430.125 ANGLES 6063-T6 z O (2)ANCHORS ALLOWABLE DESIGN ALLOWABLE DESIGN H P u PER SIDE;SEEZ::4 O NOMINAL NOMINAL ^ / PRESSURE PRESSURE W MLL DETAILS 14 WIDTH WIDTH IJ LLM� NOMINAL WIDTH POSITIVE(4 NEGATIVE-) POSITIVE(-) NEGATIVE(-) Ill rn •.-. o -_ffi'. PER SCHEDULE fl5V 751 psf 200 psf qy 80 psf 173 psf �>U m z 1 TYPICAL ELEVATION (OPTION 1) psf 256psf 45" 69psf 151psf D <W= 3116 psf 277 psf qg• 61 psf, 132 psf °a t m w 14 14 N.T.S.nrs EXTERIOR EtPV Q.•o 102 psf 147 psf gI• 54 psf.. 117 psf, NRDION SHUTTER SYSTEM _ 91 psf 124 psf' Sq- 48 psf 105 psf82 psf 306 psf 5'r 43 psf 94 psf UILL`74 psf 91 psf gp 39 psf 85 psf o ILI w 63• 67 psf 78 psf g0- 35 psf- 77 psf O 69" .66' 61 psf 68 psf 66, 32 psf 70 psf MAX 69' 56 psf 60 psf gg• 30 psi ;63 psf SPAT C SPAN 72, 51 psf 52 psf 72" 27 psf .56 C psf 75- -46 psf 46 psf 76" 25 psf ,49 psf (2)ANCHORS 78• 41 psf 41 psi 7g" 23 psf 44 psf O PER SIDE,SEE O 8T• 37 psf 37 psf gf• 21 psf 39 psf DETAIL 4/14 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR w I NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE m a0 . s w A! 4 �1 TYPICAL ELEVATION (OPTION 2) PERMITTED IN DESIGN SCHEDULES 'IMP om�14 14 N.T.S. EXTERIOR ELEV uz SHUTTER SYSTEM )r,� SHUTTER SYSTEM G 2"x3•x0.25"6063-T6� 2'x3"xD.125.6063-T6 a o CONTINUOUS ANGLE I I CONTINUOUS ANGLE' SUPPORTING SHUTTER TRACK SUPPORTING SHUTTER TRACK m Y4-LAG SCREW WITH 2• g y LAG SCREW WITH 2" a THREAD PENETRATION 'A THREAD PENETRATION '0 ugi AND Y'EDGE DISTANCE ANDS'EDGE DISTANCE TO G=0.42 MIN.WOOD, I A I TO G-0.42 MIN.WOOD, CENTERED IN LEG OF I CENTERED IN.LEG OF "x0.25"ANGLE / --..__LL-- 3'x0.25'ANGLE jjjj� G=0.42 MIN.WOOD G-0.42 MIN.,WOOD MOST STRUCTURE NOSE STRUCTUREN/ T1/4-20 CEILING HEADER iv CEILING HEADER CH o 5' rc $ 3 ANCHOR NOTE:}•MILLENIUM MILLFAST SCREWS W/ "6E j T&C ULTRACOTE MAY BE USED IN LIEU,OF THE LAG as$ 316 SS THRU-BOLT SPACED j 1/4-20'316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SHEET UTLIZING THE g p� 12"O.C.MAX OR 014 316 SMS OR SPACED 12"O.0 L MAX OR'*14 SAME CRITERIA. Y4'LAG SCREW WITH 2'/ SOS SPACED 6'O.C:MAX.FASTENER y"LAG SCREW WITH 2°/ 316 SMS OR SDS SPACED 6' THREAD PENETRATION SHALL BE LOCATED 1•FROM ENDS. THREAD PENETRATION O.C.MAX.FASTENERSHALL BE Lr�� AND Y4"EDGE DISTANCE/ AND V4"EDGE DISTANCE LOCATED 1'FROM ENDS. Mal "�R= � TO G-0.42 MIN.WOOD,/ TO G-0.42 MIN.WOOD, C0PGa00B+ Ems CENTERED IN LEG OFF Yx3•xO.125"6063-T6 ALUMINUM CENTERED IN LEG OF 2'4'xO.125'6063=T6 ZO'2fi 1SE). 2"x3"x0.125 ANGI�E� ANGLE,2-LONG,ONE PER END 2"x3•xO.125°ANGLE CONTINUOUS ANGLE OF 2"x3"x0.25'ANGLE. ••• SUPPORTING SHUTTER TRACK SCALE: PAGE DESCRIPnON: TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT 3 OPTION 1 4 OPTION 2 14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION //I I