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HomeMy WebLinkAboutProduct Approval 1212W2020 Florida Building Code Online Business Professional Regulation: BCIS Home I Log In I User Registration Hot Topics Submit surcharge stats&Facts I Publications I Contact Us I BCIS Site Map, Links Search l Florida r a Product Approval USER:Public User ^ Product Approval Menu>Product or Application Search>9p�lkation List>Application Detall FL# FL13757-R7 R E Y I GW D FOR �y Application Type Revisi-CODE COMPLIANCE ® PLI�td°'9 N Code Version 2020 5i1i Application Status Approve 1 0 LUCIE COUNTY ®CC Comments / Archived /2 r N Product Manufacturer Town and Country Industries, _,o \ Address/Phone/Email 406 West McNab Road Ft..Lauderdale,FL 33309 v (954) 51 File Copy v\� tomj@tc-alutc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com v Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale,FL 33309 y (�� (954) ic-alu 99 j, v tomj@tc-alum.com ^ I Quality Assurance Representative tf /l Address/Phone/Email \ Category Shutters (� Subcategory Accordion v� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received �\ Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L.BLANCO, P.E. RECEIVED `�1 Validation Checklist-Hardcopy Received MAR 10 1011 Certificate of Independence FL13757 R7 COI INDEP123 Ddf Permitting Dapartmeftferenced Standard and Year(of Standard) Standard Year St. Lucie County 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 https://floddabuilding.org/prlpr app_dtf.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA%3d%3d 1/2 12/29/2020 Florida Building Code Online FL13757 R7 Eagjv EOUIV123.Odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted _ - 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08122/2020. Date Approved 20 ummary of Produc " 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'R7 II DWG':' ' Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Deslgn Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE; EVAL1:pdf combinations and additional limitations of use. Created b independent Third P s 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 It7 7I bWG2.oc�f 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 R7 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 R7.11- DWG3.12df 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, FLIV57 R7 AE EVAL3.adf anchorage,etc. Created by Independent Third Party:Yes MOitck Nett Contact Us;;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CopyLIght 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 mall 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 Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses*are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. ProductApprovai Accepts: ®® ©RE® Credit Card Safe https://floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvgl(7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA°/,3d%3d 2/2 ONE ENGINEERING F_XRRESS", ENGINEERIN(B EXPRESS® PRODUCT EVALUATION REPE3RT August 81h, 2020 Application Number: FL13757.1-R7 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 61 G20-3.005, 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 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 &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#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 EXPRESS f", 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 use 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). Respectfillly, ,,,,,,,,,,,,,, 08/1?12SONA rrhrrir r11�,,` 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@ ENGINEERING EXPRESS.COM ENGINEERINGEXPRESS.COM Oft"MA ENGINEERING August 9fl', 2020 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# 13757.2-6.8 Streamline Shutter-EX 420-26160 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. Cade 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 Windbome Debris in Hurricanes Respectfully, 08112l2l SglONPL Frank L.Bennardo,P.E. ENGINEERING EXPRESS® #PE0046549 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 r EXPRESS" June 9iu, 2020 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, 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). Respectfully, o' --i`�lt7NAL. Frank L. Bennardo,P.E. ENGINEERING EXPRESS® #PE0046549 I Cert.Auth. 9885 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@a ENGINEERING EXPRESS.COM ENGINEERINGEXPRESS.COM L 6. ACCORDION H lJ TT E R �f,yw" •. Frank Benn y FRA K BEN_IARDO,PE 685 PEA 00465"9 CAA9 {: FOR USE WITHIN AND OUTSIDE THE HVHZ �� e} Date:2020.08.12 4 21:21:11-04'00' TABLE 1 TABLE 2 TABLE 4 MINIMUM SEPARATI N FROM GLASS ALLOWABLE SPAN_SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 - FOR USE WITHIN THE HVHZ FOR-USE WITHIN THE HVHZ i ALLOWABLE SPAN SEE NOTE BELOW HVHZ HVHZ MINIMUM SEPARATION SCHED�I I.E POSITIVE POSITIVE WIND HVHZ FROM GLASS NON•HVH2 MINIMUMFROM G�LAA1 ST101J a((] 3 WIND LOAD LOAD WITH NEGATIVE POSITIVE ' IInn l..I- DESIGN WITH CENTETWIES WIND LOAD DESIGN SHUTTER POSITIVE ES ON SHUTTER W u1 WIND UNIMATE r'ib PRESSURE SPAN INSTALLATIONS;INSTALLATIONS POSITIVE AND INSTALLATIONS INSTALLATIONS W I W N LOAD(PSF) .J ALL S301ABOVE 30'ABOVE J DESIGN PRESSURE SPAN I o =^ :"'"J MOUNTING IPSFJ NEGATIVE WWD 530'ABOVE >30'ABOVE LL a OR rI 6 1� GRADE GRADE WIND LOAD ALL (PSF) I GRADE GRADE �'-l�Iw-j U�z CONDITIONS- ON.) (IN.) LOAD ��nn Lu a OR J 8�) � MOUNTING � (IN.) (IN.I LJ L_f�Q W $ ... .__ . _...__ ..__ - 293 150' 5.T ' 3.5' I 1PSF) CONDITIONS^ - O t ro 23.9 156' 155' 156' 80' 3.1" 1.1' Z-c O-a, 2510 154, ls6' _ 1;A' __.__ __.__,__ ?s��__.__ ' 50.0 156' 99' 1 3.1' IIA" U.I�I ONO^)' 97 3.0' 1S' JO tm, U N30.0 14T 156' 156• +p - 55.0 155_ 120' 3.1" 1.9'35.0 142' 150' 156• ].0 1.9" 60.0 14B• 756' S.6" 3.5• I. W 13T 145' 158• 156' 9.7" 3S' Oslo 143' so- 3.T 1.1"133' 141, 758' - LU .. .. 70.0 13T 99" 3.1' 1.51 . Cl 50.0 129" 137' 156, 99• 3D' 1.6• 1 75.o 133" 40 -_10B• _ 3.1• _ �A'_. _ 55.0 128" 13C 155, 40 10B" 10' 1.B• ^_BD.p 126' 120" ; 3,1• --_ -- 22' 80.0 12i' 131' 148- 120' 3_P _,. _ 22' I 85.0 125' 13Y i 5.8• 2.T 85.0 121` 12T 113• 13Y S.T - 2S 00.0 121' 156' t 5.8' 4.3• 70.0 119, 126• 137' 145' S,T 3S" 95.0 118• 80" 3.1" 1.1" 75.0 117" 124' 13Y 6V 3D' 1.1" 100.0 115• 89' 3.1' 1.T 80.0 116" 12Y 128" �• 3D' ! LT ' 105.0 112' 108' 3.1' 20' 50 108' 3.0' Z.0' _.__. _...... 85.0 113" 120' 125' _ 110.0 110' 1250 0' 3.7" 2.5" 90.0 112" 118' 121' 120' 3A• 2.5' 715,0 10T 13Y 5.8' 3.1' �E� 95.0` 110" 137' S.T8 3,5• 156' F,�moo j 100.D log" 115" 115• OO• 30" 1.Y 125.0 103' 60• J 3.1" 1.1" �+m� O 105.0 107' 11Y 112• 80 99' 1.0' 1.9" 110.0 101' 99• ! 3.1" 1.8' .•S' a Oaf 110.0 toe' 110' llo' iog' 3.D" 2.21 135.0 98' 60 10B' 3.Y 21" ®zm e z 131' 5.7' 3S' 140.0 9s'115.0 105' loT 105, 120' 1 3.1` 2.T ' Z. __ 145.0 02' 145' ! 5.8' 5D' 135.0 _ pp• 99, 3,Y I 3.5• f 150D w 60' 3.1' 1.1' �_ 120D 104' 105` 105' 3,0• 1.Y , 125.0 10]' 70 84' 3D' i.Y 130A 101" 99• 3.0' 2.0' 155.0._____ ____ 84" 3,1^ 1.5" \ s 3 160.0 83" 70 89" 3.1" 1.91 E c 140.0 - 05• 80' 3.D' 1.Y I 185.0 61' 120• 3.1" 3,0• m s 145.0 B2' 90 Be 3D" L7" i 17D.0 78• 13T 5.8" 4.5' In 160.0 - 80' 9ff 3.0' 2.3' _ 175.0._ _..._._..7�� O0' 3.1" 1.2' �� o 155.0 - BS• 118" 1.Y190,0 14' 84" I 3.1' 1.6' �,1 160,0 - 63' OP 3.0' 1.Y I 185.0 72• 90 _.89 T_ 3.1" --_..22`-_ ` 4 165.0 BY 110 �' 3'� t•6• j 790.0 _ 70' _ 120' I 3.T 3.6• 170.0 - 70' 09' 3.0 _ _ 7-51 _ �795,0 or 121. 5.6" 3.7' 175A - - 76' _ 110' ],T 3.3' 20010 6r 6o" 3.1" 12- 180.0 74' OD' 3.0' 1.3" 84" 3.1" IX •*FOR BUILDOUT MOUNT MAXIMUM 110 p 185.0 7Y 120 84' 3.0" ' 1•e' SPANS AND PRESSURES,SEE D9" 3.1" 2.5" a^ = i sy � (Ee " 6 t00A - 70• 105• 3A' i 3,1• TABLE C ON SHEET 6/13 110' 3.3" 3.3' ,-I-rm�e1 ti�w; a 60" 3.1' 12' 8 8 40p.0 - _ 66. ••FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE I 64" 31" t 6'_ '4x�I ]��I��3I'§q TABLE C ON SHEET 6/13 120 --go'-L. 3.1: z TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: - �!-"-I 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. gg 0 gg6 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE'ABOVE ARE 9j rfy SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN Im MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. ¢ y PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 3. SEPARATION FROM GLAZING 15 NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL 3. THE 6.0 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND : MUNICIPALITY ADOPTS ADDITIONAL CRITERIA, BIM11 OUTSIDE OF THE SHUTTER BEING REVERSED,FOR EXAMPLE: l` j 4. THE 6,8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE t7 BEING REVERSED.FOR EXAMPLE;IT IS PERMISSIBLE TO MOUNT TO A WOOD OR COP'tRISHTFILVXLEMPSIX BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR ��,.., - CONCRETE BEAM WITH THE BACK OF THE SLAT FACING:OUTWARD. 20-26156 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS suLE, AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER pAcg DEscRIPTtow: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN SPAN SHALL BE USED, VISIT ECALC IOJ26156 _ PRESSURES ARE AWAY FROM THE HOST STRUCTURE. I 10 r f 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT HURRICANE PROTECTION I FOR bRES ONA UT THIS IDNB cs PERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, 61AOflEINfOflMATI0N A60UTTMIS DOCUMENT � 1 THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL OR SCAN THI5OR CODE • " I RNDMEEIW ORE BE USED, FOR1AO8ORONAPANS,REPORTS &RESOUR DE9 •"� FRANK EENNAEDO.FE PEF EE46549 CA 05 a�V 4 ffnn �O l.l a N z .4 m A s i w. rnH GENERAL.NOTES: W����"1 1. THIS SYSTEM-HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING W LU °V`=:R a CODE SEVENTH EDITION 2020),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE VARIES - NO t iMIT l � i�¢ _^ ZONE,AND THE SYSTEM ME A ONAL BUILDING CODE(IBC)'PROD D INTERNATIONAL RESIDENTIAL CODE of m�� IIRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE I oxi q" (INFORMATION. SEC I�i�' W�;.- 9E 2. 'POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE,. DETERMINED PER SEPARATE-ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE` _ REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA `' 1 =- — T BP TR�I:h: ]i N C' BUILDING CODE SHALL BE LESS.THAN OR EQUAL TO.-THE POSTTJVE`OR NEGATIVE DESIGN,PRESSURE I� I I .II If IT I 1 I iI If I 7{)/sr a w CAPACITY VALUES LISTED.HEREIN FOR ANY ASSEMBLY AS SHOWN. l (III N ;& o 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS'201/202/203 AND ASTM E1886/E1996/E330. I �' 4. DESIGN.PRESSURES NOTED HEREIN ARE BASED ON.MAXIMUM.TESTED PRESSURES DIVIDED BY A 1.5. , SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH.NO<SEPARATIONTROM GLAZING REQUIRED FOR ALL WIND J ZONES,IN ACCORDANCE WITH ASTM E1996_IT IS ACCEPTABLE BY CODE UNLESS-OPTIONAL CRITERIA.IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION_6. NO INCREASE IN ALLOWABLE STRESS HAS .O BEEN USED IN THE DESIGNF THESE;PRODU PLAN CTS.WIND r I '' I �' } I I LOAD DURATION FACTOR Cd=:1'.6 WAS USED FOR WOOD ANCHOR'DESIGN. ¢ �i j i I� i II �� II V I r W 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE I DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY..'FOR If ! II I I ! w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF'Kd I I ' p '� ! JJ =0.85 SHALL BE USED. 1 I- a 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC ? f U :!! Ii iI. I I, I I s.�SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A'PRODUCT APPROVAL EVALUATION AND SHALL O z= a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT.SUBMITTED.FOR TH E.SAME 'T PRODUCT.APPROVAL.USE OF THESE APPROVAL DOCUMENTS-SHALL COMPLY:WITH CHAPTER'61G15 OF THE FLORIDA ADMINISTRATIVE CODE. I E 10. THESE APPROVALDOCUMENTS:ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE !, - I I' l rn CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED;HEREIN.AND THE CONTRACTOR j I 3P VERIFIE&THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM I I I II I' 3 v I! THE STRUCTURAL'SUBSTRATES DETAILED HEREIN.. 11, WHEN THE SITE CONDITIONS DEVIATE FROM.THESE'APPROVAL DOCUMENTS THE,BUILDING'- { u_ ` �. OFFICIAL MAY REQUIRE THAT SITE.SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED.AND I I! I ! I �( I �( SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE ILL' - i3C11 l DIM I i?ACK L, DEVIATION.AS A CONDITION.TO THE.BUILDING OFFICIAL.GRANTING HIS/HER APPROVAL. L 12. EACH SHUTTER ASSEMBLY•SHALL.BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION; TOW INDUSTRIES FORT LA D E ERDA FL L.LICKIM1lG Mf:CP;A:JlSM�,_Si_E,__ 9LB MISSILE LEVEL D-ASTM E1986,E1996&'E330 TYPICAL PLAN VIEWS TAS201 202&203 �I`^="a_j� °yg FLORIDA PRODUCE APPROVAL'NUMBER IBM'��I�L_'�2 13. ALL EXTRUSIONS SHOWN SHALL BE 6063 T6 ALUMINUM ALLOY,U.O.N.,WITH'A'MINIMUM Fy'OF 25 I rP_lCAl_ ACCORDION �q �'^� S�s MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP,RIVETS SHALL BE 1/4"D'•OR 3/16"0 5052 - uI�IG d i;�I� K.S.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS'STEEL WITH A SH U_�_��_ER._�_i_t VA L.I ON I ALUM.ALLOY. [•:.r S. _ .. � �:� 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW'PUSH LOCK OR 1� BOX LOCK AT CENTER OR SIDE,CLOSURE. isg 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. I1 N d 18. MOUNTING EXTRUSIONS MAY'SE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". 111;I 'aia�eu 19. ALL DIMENSIONS-SHOWN INCLUDE POWDER COATING FINISH. I i 20. SEALANT.SHALL BE USED AN ANCHORS OR TRACKS WHEREVER'WATER.SEEPAGE IS POSSIBLE. 21. ALL STEEL IN*CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN.THE EFxa��6�xwrtt ABOVE-NOTED BUILDING CODE 22. THE 6.8 SYSTEM MAY 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 BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE OESCRIPiION: PRESSURES AS NOTED IN TABLE ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND NEGATIVE ALLOWABLE.DESIGN PRESSURES AREAWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BEINSTALLED,WITH UP TO(2)ADDITIONAL BLADES OF SLACK , ii FRAtJK BEM P PEP 0046=9=0 6 11. -f 87- 1991. 7ar. 11,3' i0oll -7 066*—*#r zo, 1 708" 1] 1708' 0961", fu 41 loo.. iilo. ; '19 5" 14 3i. 195* Ir.it- ID Ic tu m 09— 71, ­7 4 WM 2DLLAM 200'!-j 4 U6: �62 -2001, �tJ 630 21)01`� n. I -'200- �L6 21-6301- if .062" 1,069-'r 095 El 728 B G� 9<Lu I 25D' 1200" 97�­ GL co QN�a a 145-TIAX 'd WA OU 1 WA;:. A VY 2—Lt-G WA�..'_ -2-�iEG IV-A!.L G-D EAVY -�FADFRI§i�... E 6 Hii-_ACE &L:, W: (9-- �-, s-C'mr," SID��:�W30ss! 5 GROVILS A'Ri OR `IONAL ON Al..'- FX ':R.lJSl0NS I—) :A' 5;7� S&I smD CA.E nA.r S:ZE (D Lu SCAI "A!,' SiZ-� SCA.4' HA.+S.Z-" SCALE -,IAL SI Lu 25* -1 2•0j" J, h 600,; 7 id e CL ,x J-) a -105- 62V V lyr w 3 635" r al d 2 300, 4 510- S-­ AD A;'1rii (_ID) SIU. ADAPTOR wo slij. 102 V.p SlL ADAPTOR__ SCALC -A. SIZ. ('f t x sit SCAL',' HAJ ScXLE SCALE MAI P SIZE 517ALr IIA;� Sdr 1 bu 3­ L u 0 32, 19b 297" i 0 910 0 r 3 p:61- w Jill .196. ISO-0,0 pis! 6.8 S_A,/!h ADI 4b Lz; rl 6-8 S t��11 A�1 ��' I.SC A' A! SI/ 2:822., SrA L ZT.I IM- Lei! rye WPtFtartFRLJtLeelwr�c Cu o"Ll, 20-26156 Ik- PAGE DESCRIPTION_ A 8 CTOR S'..AT/13'AN SEA'I "AL- G'Zl 1 SL AL HA. / FRANK BENNARDO,PE /-37`i4 FET 0046549 CA998aS /I:f_`.' r•Oi8' :ii❑-2+. TII.;T�B ' ,r-___.__.__. •N`Y4. -tp• M1G SCREW- 1 �, / 57Aue:.E55 STit.; .I'-.i 78O Y'-�/ 1.�M1 ASSEMBLY 1 )ti370P hOLty`.7_r, •Yya" ,. IX II Y'ILDN WHFt't "-10 i pN •�- _ l J 'I I YP AT E•!E/Y rO/rIc.FY UJ m Z 0 5' MAX r *:- I'75o'•i ti �.. DM J�3 FOR USE'JI--' INSIDE JOIN. AT TOP 87U_/ W(fJ.LLN��m - rrnn _ �rNA ... `E>? JSLiJIO!tOJ h...v •� �C O "'� l�ANC::. Sc.4,.° HA, SIZi ID / _ MINCER SOLO BRASS,IEICK..L A1ED �+ rw U-. aL SfA.r MALE cIL_ ,•, (J7 RDi_±,c.R ASS;:Mf3l_Y HOUSING-21NC U:{ASi POWDER COAifO SCA.- .-+A!.r 5+2C. N'J:- FMAIEDEYCF!PALE^UUISIOtU:7+t.Ur!B w :::i* 5.+_P ..CAti: nA.+ S.!' IURN Oi C77AiEO:HS,DC •�,wcj z.. �.U=:rrti Ui•i e�'• Z..• BRASS US=•_'.00K OPTIOWr.�, T ti y/ SCfiLE HALF SIZE ` N� S2 I • _.. .. .. .- -- - --7_u:.z:: rJE7 E)1.., c w / 2 SC Ft 1.Vr nbrr �i'I!_ 276'i"r "'S- .C^D, j_ _ ._ .._y m 0 - __SS{A(Y! ,.IGiHr•+i:AD UlJ. /- .k 2J•OS" ' .i N. S 1 YLct S ,�' ,{�Vfi.SOD' 8----- --'--k' 410 n i S S �j •=S-M1:♦ ! i r,j �}�`-._..-.-..r-__=A' .(___...2 Z i6.. -'WSE flg E LW Wr co1.062'a:,jc�� !� ;-U iE Ut RAI U' C.GA T•tiL. �;: +:2ACK :�n= '0�3•±36T TOr,;1 ? 7 .:.fr /• x! .tav J+.9aSNING W/rl•/AS+..q ' .�'!h•.! n `.}.J_� � _. ._ 2 o. �125'1 71 tp'rJ z V! (a IP,",'AIOR JOIT,. 1OP N .,6 rn x_..IN71PI'-RIOR JOIF,,00T'O� ??A' i Cr,N 3E USE0 ON•.X"E 4a01c :30X CF"1-,_R RJS4:i�t y _ 2.7�8�.-�----� ,;... __a.cnc--'--3• '",�--.f� -S' a �n 1JS+^+:G ASSFIV.9!'r J,_IA" 5cn_ n,• s;t � � 79D iz ' �: . �/ RAINGUARD t!H DECORA WE 1 LOOR FRACt< c S:A IA. 5r/' SCA_C !IA.�'SIZ: SCALE.r,Ai.0 S17.E... - .._._..-. •ri/H• 4 9U:__Ce:NTER_MATE ®?m: { 74i?' d /- 'r' / IIV 2 ...r• r h ,T 23L'X 2`- _-_. ,( •'8C>•f...r..X1^�c4' _Iy.CGI' -_ 7�02"__-�. SCALE rlALF SIZE �lE 7 0' 7`. •4---.`� 891, I �' f 22 a �. !k•.r ri ; m - 1.625".. -'--- _. -{ v 7'� �+ •, "-._. ._.�,'-_� _�.y ,,�• �. o_i' it,, i,• ) ._._.._ _ -1 ZOU"_ p.p50° o �-, �C`�_..• Y,r �' ? 2�i I '!'-'r''R I 7 700•. M1•-Y I 0.125'4a- i aT'i! fJ a� r n t tj rJ J G12 ON _ 'ObE!'.� , Al^. ,.�7t aJ n� nei oI �I m� I' -190..7 ^2�0.. Ell10.085" a.aa;}• u91i•r-r ! c - 'S•+) m, m ,r ,o} I o-nl �N_ a r ISO' X n 'l -� - ��1-l 4r o oas• ` o.:7F' ♦t- _.. E 'ioi}y ♦si �J' ..._�.y. y 2.,.... (,!}Z 001 ,y,.06 �� as?•/k G.5_? �-1 76. Q�n 10 �I` !9):GO.S 6.8 C'''ti +2 ?.n''. 30 L'� /n': OCK, t 39 A4f�1,I_ -30X G N; F. �� ,.,' sA,_E 30X Ct N_'rR 33 0�iS DF_C_F_ 1 f F:,R_UA?c 1 a_L t � _ a��l .0 {/� SEA r.LE HM i SILE {/ SCALE HALF SIZE 0 CR 2 ID8- �_. SCn nn, 5.!- `/ SCA,: HA:i S r SE ALE, rU:Lr SIZE \� -. 4� - - li$F�E�rB SCAL. HALr ..17i 7r iG"o STAu�:.[55-; 1 I�,i �rS�u NO 11 AT.'ACi.ITNI SLH St I 5 SOU' x a/16' W:0` -r,.;f,::' �, ;, � , BQ� �. :`:D STRIPS ShAii 3L x1O 78RJ; �u �,r: IWAO SIYL;VARIES x) OR PH7L:PS DRIVE SCREWS, �a .� - - 30 �r '� .. •` - --" Ht.SC-aGn: N%:U ONLY 'A Ti 4� ). f :'iUMR SCRENI. t--_ ti t... •_, t SCALF =L:: siZs: .25:'r-x N � � � ..- � !.: •/a. / ---�. 4-'}- / GC 'ter �o �� i0x' CR 5 1 STAINLESS �, nl, 1 k1ACH11L: SC:A.f,1r SIAIa>cLESS I niaff • ' ;_.I._-.. �E4 -. i/ih'n'N_EaM. m'•i •' $r c• -_,�, ._i. rr OCPI'FARFl7AY(LBEhVT.O( J•/iHH' 'rrIE.1J I ! PI'Xi n,, .I- ._ _�.� tYP a yN- J. secAaGl2Ee D:0 FS-C2R63P- T1ZO5N6r SCRON LNSfRr y y cro PGdo R LOA1D.7±nE c rs. xrl- L: _SZ rib; S;C 34 A o A M&) Y2O?9 OCK ADA;'71 R __� P.5440alOb 1 4 ''I!JUS 7Qn0' O%`10NAL) j : ' - 'IA '. A st.A HALh SIZEyIL scnl.E I„ r s/r � 2X7•_ANGL(_---• I J 2"-- 3"-•i.XT d SCALE' HALF SIZI' in S,At° HA'_!'SIZE FRANK BERNARD PE �ASTENC:.j(iril '8'*G C ---EDG PEN O( 6549 CA409085 if [USE ANY ANI[IiOR S,,CvIm XIS nNG CLAss S L 1 IN ANCT.0r, C,_ �EDGE GAss 7 ,f:ou.E I DIST I lul (I N EER RI OR) wr -w V AL -_�R ME I IN- EMBED. Of 1%NLi!1 "o, A_�'j? (INTERIOR) 7 LLi A in 111 4 0 062"TI-OCK 6063-F6 .......... -------- _j �'j A_'U-1 ANCill.1,,'1�'x I"MIN, u (LaV w EDGE, 0 2".51'MAX [ANGLE LEG • ­­�_-_Z , DIST. /Ve'5i" REV�.QSLO) JI I..;i .:.- -__ )_- —err ,, __z✓ 1 1 .U1 C,: fpSE1,ANY ,29 (30 f_ 0.. F A FNER P 113"3 N Y SC�4L-fju,'_v.�Ifrq FDCI: SIB 12 v 1/2-(-A'VAPI;ZF.D (rx T'Ei,:.,!oF,) !N�q z X 0 L-G` w'j, OR Ss SI"Is.3/111111�6 A;0,1 1/3 0 ILI (EXTERIOR) ,�-2'oxl r'lumaSCREV/INTO, POP RIVET.OR 111­20' TO 2/3 1—' UTTLR SPAN .r LOCATED-CM 'n w RIXE'ED moL MACA-611JE BOLT 8 NU: 'TALL BE 3/0 -1 TO Z/3,SPAN.F.R01-1 �risi w,D r Lu S P`At Lu TOM OF St iLITTFI;e.14OR EL ACES rQ V h.zlGllr 1Y IC 17.PLA? .V�7W r I IV 'a SCALE 3" 49e,_3­ USE "wo.1 ASSFLIK"Y Al-10 ONE A f 2/3'SPAN FROM GO.1'fot i, IL.00KJNG.DET AILS FOR -,%.I-SPA K OF 41 ADE. TfPICA, FOR i or"JiNn E!-,'T E R MA I ES 1 SS SHOWN ON RANDOM D Mpj,E52 SUL PUS--I LI.K 3 1�jO ;STiT 0 JE 0 W,,f�jli Lisp. Villiv, DLZ Vli A 1/3 SCAN fl.21)As sl.,OWrJ.141., A= -7 Ch i Vill.,.-, I D ilDLE i�OR "'HUMS SCRF',J H4'e BE -1/16" idFi �' F� I�AT IA.WJi;N RIK'-'CW'�l Sl�,`A;�tBf0 CD G 40a.LOb.41ir CIR 40d 0 U DO E D P SCHEDULE USE APPROPRIAT- 2-SF SPAN 1 10(2.7-) 52 108" ou:Lj)aqQ cotjmflard5. A 1122 80- r 910(3.7") Q or. 'TAr 72 1111" \ \_iIASIEN.S 11­ F. 82 —9'3— ALH7RNATE 14�,I:RIIP 1.9 1 RALK_V// 7 11 0XI B2' .86" 3(4.7 72 0, SC/.LC 3"­z V-0- AT CORNER ALT.BID A14Y I R ACK 72 102 iJ/SCRI1WA3OSSF-S 93 xO.093" 2 ar EXIS i&IG GLAS 01 ANGLE 83" $7 : : I I it Q A"Pu�;h USE111 BRASS PUSH LOCK— 01 USE t U EIR 70 -14-1 A* I! swill.18 2RM�1)5/1r­1B 7r1;?AMr 0 114, DCK ,I I 2x3" 46 74�E'N'T,r3��' TIF�I/3 S A,-�N lejo ',',,LMB SL qt - '.' 51 ill 1W F" Y 125" 62 i291 TO 7/3 -AN FROM I ROT- Or:or. SHo-r r-_.R IV ))o A A S 1,3 1 X0. SPAN�RDM aOTT0,11 t�gn b TF.R �L k (0 TS Df ANGLE so 12W. 51[A L !3� 11H­ �f P TO;,AX Wit) 30 2.14' 25* I- _!-2 IS i r,: A -4 1,� 1), W'S WO/CORNFR t�OST ANGLE 30(E� TSIDE} 20-26156 -�5 it L FR= (O�j -14" _5C_AL_E_____7 FOR.GREATER SPANS OR LOADS LISP 1.1),80X'LOCK AT 1/3 EA DESCRIPTIONS THAN SHOWN IN END STRIP -.SP^N!TO 2/3 SPAN FPOM _qE SCHEDULE,END STRIPS REQUIRE A BOTTOM OF Siiu-,,rr,< I'M".00"CLIP ANGLE PRO SPAN 0.1111C& NSIM: COI��JFP CLOSUr1f` "d?i� M f' USING ANY AliCHOR ON THE VICHOR SCHEDULE d,014.3/4'TEK SCREW OR 1,14-20 DOLTTO END _S�ujTER ASSEMBLY DFTM S R J� POST M.ULIPLE I 5 F�4: SCAL: I- tFAS_.rNFRS /. UM. TUt3E FRAW+D69.19CAD99B5 AL„Aiyi.'.E - .'"..5063-:6.ALLOY _ �_. _ _w 'L� A,FOf? StYE / - C2'CONNEC110hi T-?PE '��\ ^ REFERENCE RENCE AI CHOFI F::ISTINO l�ya C DULE FOR MtX SPACING—— TRUE TURF `t Gi?7...�7•'.�:8' ,. y(/ / __.- \ ALWO ANGI'. - L u I' I / 1 Cl CONNECTIOk 'YPI: j;__. ___.. 1.FF _.i/r. +e•Mrf ,INI:t3Cl I ,r, r ;,. ,-. CRCNC AN(IiOR / I W/F U rF�12"O C OR „R•. 3/te'GI SLlii DOLE YUR 14X ' nl.Uty r-y..: S.ACING--.. t/�` _ .,f h7t 1 OiC 9.BOT form � POP RIVE TS - ..{I � � t '-- o 1L RN T 4 1 BELT Z SMS, _. •'c _`_9/m.•Q�/c,Ui'1 POr I I I \v L.F. ' M S tt% G- 'CCNN CIV) rfl?E I .i F FC "vP r) Nvf 7 oil .12 SHS I + -'-'Q �t4•Ft.2 I•]Cr ANCHOR Irj� OR .,J ' --,-�';-----. u`+J J C2 10"O L t:'r p t / --� o �, S W I TABLE A(ca) / t S cr1 Du_E FOR M;,x L-� �drx�i ? I � W t11 oIn / W I I SPACING, .. 1 1 I J Set DCSI04 f� [-t L'�I WW Um� PRESSURE VS ALLOWABLE LENGTH, ,/v. ( I M A Y USE KAt_t'09 'rf SO EOLi S In(� -t->Q_3 PSF NOB NOIIIB FCt',A�fLCCK-Sx.AT) �/ _ �. j � FOR-FOP-IUL I�' ea ac.�-' uL>r'zQW _ Y�, { I I i S N{A110.i ` p 73 r_ `.+ Om 03 W 62 130' '388" M �..itiJ tti't' ---Io GLASs _1° i,t .. Z.ti i /� I �.� GLASS # 4 e- ?w a D WWI 0,�' ® 7z 1z4 fir ,4 3) TYFICA( COR;4FF g0Si�itl `Jr 30 82 119, 172' F:TS �'•, i ,. 92 u4" 1�. ..._ `.__._ ..TAeLEc �� •a;r/rn�• �l A� i T 4J �.o. 102 110' 160' ALLOWABLE SPAN /,y I .•1 120 .. TABLE B(Cc4). SCHEDULE FOR I .tC'`• tir-._ -- �4 01-6 R 1 7 7041 14T - Ai.TENNAT , ,RU Bo IOU1LD011T MOUNTI ' ..T' '- ., .. 1 ,t - C9, )PJN �(- (DETAIL F) �.�, )Fit ISO .9i• 131 PRESSURE VS ALLOWABLE LENGTH m (5 Nh r-C T F( 20 B8' ll4' 2"tt2111 8' 3'x3'kl//S 1 ..0 i..DULE OR t IA:4 MAX MAIL In ) 1 � � („ PSF .WITH 170 vim e/O MwTrHRf DESIGN, i--.. ) I I r^' I `v -'` SPAN PRESSURE] CT CCINN.C- JN YPt. .I.I \ R' b/! MAX rRDLt f IA' 62 113' 166 t 1251N.t•/•301PSF RL i aEtJC NC tOR _ A -��)n "', i 9Us vii i R 1oT 1ST . £¢ HASHER 1"ra; �. S.n RULE FOR MAX /i�_-r- !-' _ i 1211N,•/'31.1 PSF SPACING ----' 11 , 1 Ii1 \ y 2, 82 j 101 i 14T ' ''3181/1'.•%31.9 PSF `\\, ~) 92 95 139- {3361N.. •/-32.7 PSF IjLL_ _..J 614 x3/t"sms(al 9'•O.C. 102 I ♦-33.6 PSF - __/ ,`• Ap;01.E TO.TUBE-CONNEf T'ON a S ¢ 90' 132' 1121N `:.XI TING _� - 120 r )3101N. +-34.2 PSF - 1 x 175, B3' IZI' JC.Rr".TE, EMBE SO�3-1 6 ALUM t UBE o>G ID 11071fL +/35.2 PSF e S ¢ I50 BLOC!'OP, ® .4 z 3061N.•/35.9 PSF CS COFlr1 C 1O") =YPF U WOOD F{tA-;ING 2W &r 91' __ 3031N i+�.36.5 PSf R '"CRCNCE h. iDR c '- Cfi DuLC FOR MAX L 7/2"XIN EOu CONI.RC;E---. 1011N 1•/-37.3 PSF E SPACING _ _95 IN.-�'i/-3&O PSF l(16 FOP.:JCCD \ 951N. +/•39.6 PSF o t:, q;�rrHr�F;Tc Bu)i ou- ✓1oun- s cilor; a' r (f r AS I LNE„l¢ 1E('U; ./-�Y �V92,RL �+/-009 PSF ` _ _-__ _. .� Q J lUS£AI4Y ANf.r:OR SrtD rl r, _B91N. •/-02.3 PSF SCALE 3 1-0" Ia ANCHOR Sr.-JULtI , - T 6 i B61N IV- PSF TTT''' _ ^R'# "' r 63 W 1•-45.4 PSF �. r .1 .._t. I 1),�\ 91 U7 +/46.5 PSF 1 I i 78 IN f/-48.3 PSF /� i ' 761N +/-095 PSF `'J'� w j -• 741N. I/SR9 PSF n 1.-C7 t-,r,n11 f'q, j- I •.7-. I r� _� 4 I 721N. +/32.3PSF MS iS F'OF OR ,/ ,090-0063-T6 F }°� � ( L, / II • ALUM TURF Iva -c3 I 7o IN. +/-93.8 PSF APPLICABLE:AT TOP t �agl'�` I �n /,. 20 FJUT 3.3D1.' •. ' 1 I IN'aia I 1 �I t .i AND/OR BOTTOM ? i I I Q:' cI^iN �cc 681N. +/-5S.4PSF I I d vE I1 rP; \ 3/1G"�ALUM f>D;' 1 5 A:...M- TUOC_ `a' '- - ,) t 7' - =II ,66 ill. +/-S7.OPSF I I ( Y` QI� T� YFg \) RIVE OR 12 SMS 1 LIP C �'OR 3; liCfd-T6 AL OY �? B"O•C 1 r7a7 t I �I;r of sr 1, 1 7- 5 1/8" Oaicl;Is a a' 2"x 3'x Y x °DR -1�._. ♦. 7 FASTENERS ERS j :C 7 T,Y,UODS i uI N I fl1T fGi ual y n�' CONTINUOUS OR.2 X 1/2 MIN , i•"' F • EACHAr1OLE i 73 7ri >151mz.. i 111 11 ,. tc.u1.N'U79 Ab:L•L t. I XPA'uti'Wh �- / `"r.- 2'xy?x.CONTIN0005 1 _ I ,ju J p OF IOPiA'. Al1�1Li (Jl'J4i0C� 10-06,5 _ 'a:CX i. 6061=T6.ALUMINUM' - -f 7r h -S -2.175" j 6 r 0053 G:. ..M ail lid- 7.1r.4EE 3/tG"m ALUF7 II LA55 '� r-r .M- _ �' --"- W y `•�, c �0P nWT'S GF. 11 :I OR•f N'fnTIUN JVP ` G _. �? 'ANGLE �\ I•I AW:. P �ti I;1 I l { i v IIR DOOR i 7c. �'Z S jr, I I tp Tom/ tl if.L•"T'aY� ;IiRfI u1!'St•iS. / o - ,^.2'• .j - f �. r-.1 n ANGLE FASTENED.TO. _ --0.9..MINi THICK 6061-T6 E dH 7••x/ c1/8•' �" i._;__ _,_I 1 `j 't _c•.�__ �_..Z----.- EXISTING 3'KSI2� r -� 1 --- - - ! I - jr i', ALUM TRACK.FASTENED y _ 0 8 ALUM ,wrLf Li\ _ .. C� 1-!, rCC7NCRETEHOT �� TO NG 1/4.20 6 ' UST MALC OR FEtnnLE h 14 c..ha 7k to STRUCTURE:WIIH MACHINE SCR WSAT 3"• h� IRIfL` S �•7Sk \. ....(((� 3 > nl 1�'` x.. 't1 S �....,Rk ERfiht;IIA+A`I M0F (OR MILLENUMLMICLFAASSf FROM ENDSAND 9"O,C. COPYRFIIffI1tV(t:BFh`UFBC. 4�--'`�t 't` C P' FOR-THE BALANCE ` \ I �� -�.-*. 5Crt Dimr-res mA.x W..T&CULTRACOTE)AT'3" 2.1/2"MIN.{----j 20-26 .56- I` 'y "� spot iplG 'FROM ENDS AND 4'O.C' y� tL 007 Ul t FOR BALANCE.WITH 13{ HOST-STRUCTURE TRUCTUR CONCRETE 000 ,SCALE on: „17.7/"l'•CrA_YAnJIL `7" ..._l-_A�lu II a r,a fi G 5755, 3/tG W n U sue', MIN EMBEDMENT AND 2%' PSI MIN) C:.A/ 'Y• CA.I COLNr R C1,OSI RI. Jf: AI! COI HIVE I,OR 7/r,-%0 1 SiU Ct 05URf GP"tG)d5 MIN EDGE DISTANCE, - - '--- i•I'S MAC"INC 301 i a NO! ALA0 3". r..0" 'Ca15'Va[-,.CCa.bref*C, STAGGERED WITH 3.MIN. ISfiG TABLE C FDR_MA 'SPAtJ AND PRESSURESI Ior, Er.I9^d; tlL CK-OR WOOD k/'MINE; SPACING,TYP Ull JOLT MOUt.]' 'NSIpI Sllr MOU14 SFC ION � SCALL N7-S- C5 CONNECTION I'YPF FRANK SIENNARDO.PE Pe#(ID46549 CA09885 z RF.FFRFNcr.ANCHD;i XIS7Jt4' 9 SCHFDU�E FOR MAX S'TRUCT'L'RE r.-Ass A S E 5"MAX OIR DOOR T It, CI CONNFCTION TYPE MACHINE BOLT REC ,12'. -I. F. ENCE ANCHOR W/kut (� 0 c. OR SCHEDTLE FOR MA sr: n nu SMS c,2 6­0 C SPACING IT y P ON 301 1 Oil) SET:rsi&h "a 5 C L.-!S SCR FrA un ?o I., Ca SiMRA1103 cj, r4 ,12 112-SMS p 17'O,C X IV -0 CLASS Z 0 z x V L 311 �LPARA iM FCST ' Er: OR 3/16,10 A,ijr' POP .44fr. LIJ M -y 0 1 -s i I-) I...... LL OP. hLOM -OP M OASS RJV(Is p Q ALUM �OP RlVr TS rp 12"0 C OR LLuj (0 b"*0 E I S Lu 95, 'it AME) Luw -S 0 OR I,,:. IP it' POP RIVr 2, SEE DES01 MAX FROM PIN - >.t ..l -, s I zf, luluy 0 11L­MAX FROM PIN A� <Lu jjig 1L ;, �L 112"TYP ujlo� '10 9us".4 239 1­0@0 FOR FOR&,X A amw -V-I WASHER IT YP.) -7 IISSFMSLY WASI�t'4(TY�; ? hil I GLASS TO CLA55 Xj1jjLjV2` 1/1 TYP EXIST II,:G CIDNERE 7E. m I - . 0,_j --C4 CONNECt10N TYPE OR DOOR j V) 0 Lu OR'11000 FRAMINC, ;N ZiCl 2 T, X BLOCK• RET�ERCNEc ANCHOR < SC,lLDk;L.t, FOR MAX "EC',1014 VYiIF 15 i- I, I; ul '9�EI.Jlli.ANC�OR - SPACING AS SHOWN SC,,,Ou-t:FOR"AX C4 Cly-Imi:C I;UN [yPf IN OjACIRAM ON P[i 10) lu P/,Ej,4G AS SHOWN Rr-,LR!Nc� AtIl COMN:.c�V4 1,011:IN roiACIRIV.,ON pl. 10) -lAX C3 I IE.I I DUI I"FOR I L/I I/-. SPACING AL." I-ASTEIFF? 0 AN01OR - OR MAX UXIS',INK:COVC RE't -OCATION vRI3NT AND 0 F S BA5K Afl:E,,QHS NOT RTD'Q I A C:l'N L A, A S-1-7 N.it bl.DCA OR WODO VRAMIPI�/ %'Jl'I i "HIS L OLA 11014 4 7 1/1 MAX F R M--!A At' A v, �.OLA:Vq !-RON �D Cl COf"pi-CTION TYPE I Guloz-16-tilis airaG REFER— C�ANL,,DR WASH�R I ry is % �c MAX FpOM SACK�NC tORS NOT NSID� MOUNT S;- TIqhl W!,. 115 1 Or A 11ON 0 LI FOR MAX FIN E-ElF TO 6D0. S-ACI ICI -1�ig BUS!'-Nf, red .�N MC)Up,,I 5�.0 ;0% ! f­C5 CONNECTION TYPE R-17FRCNC-ANCHOR Sl A. 3­c V-0" r - SCHEO-1.1 FOR MAX 1.YIS TI CONCREI F PACII-03 1.0-f < %07C ')i:'AILE A -3 f, AND ON ­145 Sl:r:e-. EMBED S .,;v in: RASE ;RALK MAY WIJ,`NS 1 AL.'_D IN b;6[.I Oftjj� 61 OrK all k, 0 FRAMING wl I it 1/1,­GAPS PRO T;IA I SEC'IDJN:IAS! s BUILD OUT MOiji,41 S,*-'C71ON 4Z.5 0.s Y�� do'. Dfl; ATM!' OF AI<I!OR5.A%3 IS A C.M NO.W1.1 OF 17" 1 1IT-Bi,-L OR Cl-NE,TRACK EXIS,7$%.l,rONIERC T,C. 0SC AC a- WSFO Vj:'JI 7111 3A5 RACK MUST BE CON-:s;L:OuS. 21 OCK OR WOOD FRAMINC, Ovi R LA'S 3E 'W!04 SEC"Oh'S �EXISIIW%G EXISTING rONCR=-.t SrRUC7­,RE E= 31.U OR 000 Fr?At,.ttjr, EMB`7 TYPE -C4 CONNECTION T C2 CONNECTION TYPE W/ EXIRUSIC J2 REFERUk-E ANCHOR BF _C5 rYPL W/ EXIRUSIG #1 --4 RE 501ED LL FOR MAX •MAX -8 'CHOP. .1 ENCF AN U SPACING SC SPArIIP!,AS(` I SPACING �OR MAX S-OWN A C I N G IN DiAE:RAM ON '01 1 47. (DoRQ r EA.ASS OR 11300n - q mmii rUR ��.Ls kit 1_ In x 1/7'*SMS RKI 17­ FF DESIGN us .11f I @ ty 0 L OR Jllfl'16 Ai QM PA AT Xi,__ J. Rljl �_ I - 13 0 FDA I c1l WL ASSII YPARAT,rfJ .JI 7j 71 S POP flivc TS P OR 11 . - ;, 1. 1: S' OR Ili-­0 AUJI" POP < GIA s- 2,V? 5 cc 0 1 y 19 ASS W, IL < OP DOCIR vj 2�< 1". 71)5 S MAC o: 4 MAX FROM PIN St a (D A140 08 UIL)f To J3U!�J,NC- W I.K U 1 1/2, G, i% OC ..: 1 f( 1 ,iSSC*"3LY I; VJA IiFR(T .7 4 13 X: 1/4"MAX FROM PIN --C4 CONNED TYP' Q _A ta- - 1/2 OU,DE TO 3JSl!,NQ SHCR(TYP) REFERENCE ANrIZ IY-J &R(D WA iv WAS,lr.R ITYP I bc. 'XISIlt'in rONCR!. nW7- SC4C0L4E FOR Mt_X C2 CONNEC7,0.4 TYPE YJ/ EX;RUSION #2 3LOCK OR WOOD SPACING AS SHOWN �C5 CONNF.C.,ON lYPt W/W(CUSION1111 CCPYFXWFRWL&EfNARX Z-rz rov;`CnON TYPO IN DIAGRAM ON PC 101 Rcj­ulFN(7` .20-26156 ANCHOR SC,-iLDutE"FOR MAX 7 'r ,i - ,(:( 4,12 i/7"5115 fq)12" FOR MAX SPACING 1*1 CONN,C Ifug I c _ ..,ALUM M . HD 1 0 C 01; 3/16­0 ALUM SrAi!rqrl A: 7 FAS TIE _R 16 A.J AN(,.�. ill/ 7� 14�1 1 / It."I c r -RONI� AND EXISTING rONCRE E. r�Al E RI•vs,71s,:.) SC,,, .,L I.F OR MA�l POP RIVE Cc t.00A I tO."J.1 f3i Or K OR WOOD RAMINC, 'R ALUM Cl., BACK ANcf(DRS NO� REO'D SHOWN SP 0 �4,vt 's ip T2 Cl., wl- 1 15;.00A`T •tI 'pjWA MOUN_ S:'-.C-!ON. QFJ,NQ NSIT. %.40LA- S�.QT!Ofq WAL,.ZBU:!.D OuT SCAL.7 3 Q' SECTION' SEALr 3­z 1" 0" FRANK BEIR�DO SIT I;rqc.04 SC-O)U,!S FEv 0,,4C,549 CAWbpE gas C a !iW qA;IQN �Xis I INC S T pull r URI Al I LLC,DIRI, 'On T/I.-20 c: 0 CLASS MA171-INE f r1.1 C,;yr (2;1�063-'1'6'A"i—MIN UM SOLT W/1"ju I c. AI,IG_-S"F'R BEAM E.ND. C.) 0 c 0 R SIZF rLR SPAN TUBL -- I:1�X POINTS Sr. MS 67 O;C SPAN TUBE SCHEDULE , -'Lil, :7 W:: U NUmsEROF NUMBER OF ANCHORS'PER MINIMUMANG Arl;SS HC ',iEOUi,E TUBE SHurrEFt SPAN THRU-BOLTS �J 51 Ur�'K,3-14!N LENGTH w 0 AJLLbWABUE TU13F 'EsIcag 077� SIZE SPAN ANGLE S_Atlf -,AN'r 03 A�,H I. G. /I BOTTOM TOP BOTTOM Top ,R;Tiom—Top u- j I I TUBE r TUBE TUBE TUBE TUBE 41 TT WM 3 Top' TU13E TUBE, BOTTOM tn L, nl�s 2 2 3 dl� T11 OLax e(r Ir 135 a 2'x6'x ;1R I z u W.6 X z 2 2 3 3 r T` __:F_ _S 37 7� 7" K4'� _6) • 0-125 oir 2 < L MITI 123 k,z. A, z x :60, 129.1- 1 57.0- 2 2 2 3 4� 7' 114,11" 124,11" 2 2 3 3 r 'r < 0.125 1/1"MAX FROM P11,1 GuiDv u Tf afs.,m 1�cf ra( P.LiSI-ING WAS,!,-R IT,YP GL Av. Z'xa"x :13B.Or 196.9' 2 3 3 7" 77 In ce AES it. 109.6' OP.DOOR 1 1 122.7' 155.r, 2 LU Fa V 1/1"el-,iR(j POi-TS < 0.126" A I?SC"'I LU W% f, 23- 115.4" 137.5' 2 3 10r —ir u" �-!Ax 4111,2" SE: 13LA "91EACILD PEN,TI41,f;r)1j 3"HI'l . 1 5(.-I, p 14046-j 229do- 2 2. 3 INTO.CrN--R fir- I I .1�1 Ido jj In 123" 132 2" 203.1" 3 4 (I,m 1.0 S p I.N.3 1.W T_r-Irl 7 IF lr-- �ky - rRo-m PIN-CiLTIDE 5j]PAN TUBE SCHEDLIIUE�NOTES: RAC4 IT)I" Iry 14 _Pi 41�ANGLES FOR-2'xS�&27 6"BEAMS. _2"X31"Z "V Tri I; CJS15 1 'Off 5—x1T ON 1/4 At. x 10 at i is S000 2, USE,2"XS"XI/4"ANGLES FOR 2'xg"&2"X10*BEAMS. 3. 'USE BEAM SCHEDULE FOR DETAIL J. A NCD is 4.AI OM TUBE. TOP&BOTTOM BEAMS MAY B&USEDTOGETHER'OR IN 1p 14"1' U LI e COMBINATION.WITH OTHER CONNECTION DETAIM'WHERE USED _Bi, USED S­FA­CI­r,i( �,:S DE"A` 'D P 8 M SPANS N C R,_'r;--DR TOGETHER EA E MIN 1/L-20 MAC-INK SOL T 1 A ID-SPA NDITION WiTH xr. JS ,I MAX A:,OWAFL. AW.HOR SPACqJ(-- BLOCK.3" 5; SPAN?US BE.USE AND 3 UM,6,Ull W1 NUT'p, 0 c SHUTTERS SPANNINGAS AN B -SPAN (2)6063-T6 AL E:BEAM.MID 0 WA MOUI�_, Si:CPO�1: '"IS 01�I AIL MA Y ANGLE:%I-fiR BE �jf) R#11, . 371.-Sr�S TUBES SHALL HAVE, P,SEALIMITATIONS(I CLUD;NG.SPANS;. u 1. Ik ASTHE SUM OF THE SPAN ' B VEA BE -THE.BEAM. 517F.Pfl;t,SPAIA�,B`f 6..C c ANCHORS,ANGUESAN B E SPAN TAKEN SCALF 3— r" ALSO BE SC,,EV,, BOLTS ));.WITH OP '5 11OLf 6. LAP:BEAMS ARE NOT-ALLOWED„A P S I RLJC LURE' AL. f,-Dlkc L I ji,N 7. ALL BEAMS-AND•ANGLES TO BE 6063-T6 ALUMINUM., EMBLD !MAX DFS1Cty LOAD= 72 p SF r ('j)f3f AM SPAFj S�c"ION _GLASS SCA,_r 3"z V-0" ON coonWr, A ON Si fa CLASS ARA I!"..; '1. cn) x 'rRUGS OR RA I rii ILI MAX firl' <.t X A EYIS 1 1"C 1% LJI- I MAX. ROM PIN C-IAOC i 1/8' -6 TO BUSITI�JC WASIft"]?:TY-I 61ifi-, ALUM !LiBE W/ T,lRr:: Lw=k i fl yII 2: 1/1,110 WOOD LACI g IN SIf MA f.Ri/ SCIAE-dS WIT F. 7 YWQoD MINIMUM 1­7 AO!rj 1/4-0 A32 5 6 1ACE Tl 0'(J 3 OL 7 Wd 7"0 PENE 04 w000•,cm, 'AC,;P.Af 'R"Of T•?USS %IG A OR 5/16-0 A!i25 GRADE THRIJ 80L 1 r6 12"17)r - I,, ,IAY. vf,,fRE? / i -i Cf�lI�I��I��I A i V OR9 G I L113F r;-:1 Dios IIEYDNI) 5 gill u 011. :1,n.1 mB 6', LXIUND flju! 10 5"441/8"6OC3 T6 U MAI Vy."0 P.AL S"Ri-vi fo!:;­or AL M G'L E VI I tl q;:E 0 'Tlrlit 11 j J,A-M,TOJ.014Ci, 11.1i.Mo VI 1 1/,.40 S.5 MACI ONE 5 C R t.W rB �r111 IE PAID I FfW(L BEW X AXIS IjUrUNCRI 17-0c !NBf,.rWFcN TRUSS�­ MINIMUM THREADED W.- 0-26156 qlITh ACC!!SS HOLL ON 1c) prWEIR9­r"IN Wool',P 2 1/8"CON r RAM S F: 4 :DC fUBf CIA St S EACH RAI I LR OF TRUSS. SCALE: - 'INIC''OR St. 13AS,I] J.. ALUt ANC_h-606A f6l CM 6., 0 �AX iN i3 CT WEEl,, < of. M�x wtl�F!= L YR-; LA, PAUB-DESCRIP179m; S ­L X ANGLE EX,-I.Irs ap.� o . .. I I-tSl t1RUSS MORT THAN (MAX DESIGN LOAD 72 P S F 1 6". EXTEND ANGLi� 10 (MA:X DirSIGIN LOAD z'12 P 5 f;Ii WI.X1 TRUSS TRUSS-MOUN F C110N G(A K (0 FRAM(BENNARDO PE PEc 0046549 CA.i)11115 OR 2 -T z L; 84 nj 5Pr.RA11OIi W 1 1 1;Ff`AVAI.0%'TO dI 4 uj V, L) Gel) L 7- rl q. au:,= Lu Lu LLa u>1 u,a u.rT?, J)j7R �AC)UN7 RADIUS I�F.A Ft) PART W,is.]AL rIEVA 11011 Z� of ,;9(7. -V-,r --- EX;STING Lu A' PINROth SIRUCIUkE LJID� TO BOTTOI-1- 0 OF WASli5R LI'lia FINIS" OF% V)cc MATERI,Nt 0 iu TAP(70N�Z 21.- GUIDE 10 BUSHING To R,FFERENC AN&,(E-V/(" WAS[iER(T'I'P I 0'-WAS`� PIN -11 C1I111=C1I.N T11Z ii ,DSJ P@ C V I.-OVCIJVALS� Sc ir 0 ul. VCH MAX ltj&� :SIL RE QL-AIL• ..R ADDITIONAL I -XIS 1 inc�C omA?E I. O;q GARUL I ZjRL ,.)G • IOS I ;NF:01 TVP I OP 4 3,,1 T OT1 ONI AS 7 et ER,@i FAr CUT F,WOOD A 0 IORS C. CS C:014WECDON TYPE TO nls DECORAIWE il OR rRACK D'ETAIL W-Y ANCHOR SPACINI],vFI ISAU"PIABI-L 13, T��G-SS ',•'!I ♦ C A L 1. 3-- i, o', w w v vf D�TAIL .SPAI, Y g Www w v w .. MAY FROM piricooT :O iiLI97111i WASi,: q TIP OM'PIN UNIT t P ri j1/1-"MAX TO BC 7 T OK Of WASHER It YP)LXIST"IC 114-20 MACri1I,:E-BOL*I S j;AUC.i UR %41 Nul U.)2?.o.c L CA T Al Ir4117RVALS R CURV (SCE zz 0,'�7 'J, 6,&1 .1 F TWO EXISTINO ERIA1. �--Cl COtqIJECTION!TYft • 0m; REEIT.RtNCE Aj4Q1OT? SE iLOULE.'rGR MAX SPACING iFAStN!LR .;r5 FAC I P;ECE O, I DfTAIL SCAL.r T', :i. 0- HE 6063-T6 A,-UM.AN1,0,rUT f0 fC, AND 11' 1/ 61A16,1,7,I1.�'Al A111-1.��I..u! 10 PRI)Vii�l:SUPPORT ,i OVIOI:SUPPORT ROW: AP; UAL?; WfIcal 7 X.,QUSION Is ROUT •RON 0 i.F It V6 I IS NOT all II CONTINUSUS,R1.:NrQr�C?.Mej-jf li i:p.ON( 0;4 1•91'11US!Ofo tS I I IS NOT�RCQutk�.b p Jr L A 1�Rx/F�� --Q! API0ROVEO MOU.N-, �,Jj jMB I ON011 ON.MIN.Of. wo P,f? IE C E moUNEINC, 1. 0, Z WD PER APPROVE-0 FA rErJFR AND 20m26156 ----APPROVED FASTeENuPAND SPACINLi W1 r-,A t-A41MUM SPACING Wf,H A I,1t!4J:-jjJM OF AS:'�N!!RS-i:P f�1 SCALE- TWO Pf";R cu:: P!E 17.E —----- TYP. SEC'iONJ "OR fyP, Al.�ERNIArr SEC-,'ON OR SHlJ,T7:.'J'RS ANCHOR SCHEDULE: CONCRETE 77-74 ervrvAnOO PE - - - 2 x S ITYP) PEA 0046549 CA:9855 + - rA x S OSEE ISP • 2.5"MIN EDGE DISTANCE OP „TYPE SPACING •t". ('i Spans up Span$Up To-0__H' S ans u To 13'-0" SEC'�,01,1 X) '� •_' r, -P--P---- - .' - - r^e LOAD CONK TYPE CONI)TYPE CONY TYPE t� -- ..-. O{ •�o ANCHOR C! C2 C3 1 CA CS C6 Cl C2 C3 I C4 CS .C6 CI 1 C2 1 C3 C4 CS C6 s /I/4"ITW TAPCON OR DEWA 48 16A'•16_0"16.0"116.0"16.0"16.0"16.0"16.0"10,5'i30,0' 16.0.13,0"15,5"16.0" 6.5" 6,0" 9,5'• 9.0" - LL ULTRACON WITH 1-3/4- 62 16.d•16.0"12,5"12.0" 34.5"16.0"I6.0` 8,0'i 7.0" 1D.0"11.0"10.0" 5.0" 4,0" 6,0" 7.0" -Q -- -..T----..-O O EMBED(3192p51 MIN CONC 72 I6.d'16,0"10.0"19.5" I6,0-12,5"35.5"I6A' 6.5' 6.d' 9,5" 9,0' 9.0" B4O" q.0" /;, S.U" 6,0'• �t„S IiYP)i OR O J'C nOcK/5;.: U s.4 0rj !) > 110 14.5"34.5" 6.0"15.� 40 /fir 4.5" 6A" 7.5' 6.0" /%�� ?i 5.0" 8G7 F•_AIvu.'-txS aR INS, OR Z 'yQ- '6.0"' ./..J,_rrr , ANCHOR F zoo 7s 6.Q ///;/r.i' %i, s:o zv e.o" %//.i, %i�'5.0" z5" 6.0" // //:"s.ti sEeT lot•e z> _.. - Iu m g _ W� SIDE CLOSEST TO OPF-NINGI iti r~., N 1/4-MILLENIUM MILLFAST 46 16.0"16.0"36.0"116,0-16.0-16.0'16,0-16.0"21.0"10.5"16,0"14.0"14.S"14,5" 6,9" 6.0" 9.0" 9,5" u ..._-,. __.__-_____..___. a �a WITH 1-3/4'EMBED(3275p51 62 16.0"16,0"13.0"12.0'"16.0'25.5"16.0"16.0" 0.0'!7,0' 12,0'11.0"10,0" 9,0" 5.0" 4.0" 5.5" 7.5'• I LLUJ w h11N CONCRETE) 72 16.0"16.0"10,5" 9.5" 16.0"13.5"14,5"14.5' 6,S 16.0" 9.0" 9.5" 8,5" 7,0" 4.0- 7/// 4.5" 6.5" NO It: "S"INDICATES ANCHOR SCHEDULE SPACING gg II _110 13.0"13,0" 6.0"1 5,5" B,d• 9.0" B.d' 7.0" 4,0' % /%4.5" 6.0.. 6.5" 5,5" // ,r//. 5,5" ) I L Z m j ew H U "% �!'7 i/. ss^ 6.5" 5.5^ i/,.%�i;;/'I/'s.5' ba^'S.5" �,i SI (_I_CING C1fiGRAM FOB C1 COiaN Ci1GN "v(�1_: (t� 'oaW 200 6.5" 5.5" .,/G' -/%/ 'y JI/.•r S.5" C7 CO;2N`c CTIOt4 TYPE.�U-.:_ _ -- ___..__ Z CL X S.4G PIECE (:D OR (;j r S 4"W/2-EMBEDCRETEFLEX3SO 48 36.0"16.0"16.0"j16.0"16.0"16.0"I6,0'16.0"16.d'I15,0"16A"16.0"16.0"16.0'10.0" H.5" 32,5"I4.0" 5q.z SS4 W/2'EMBED(335Dpsi 62 16.0"16.0"16.0"116.0"16,0"16.0"16A•'16.0"12.0"'1015"1610"16.0"14,5"13,5" 7.0" 6.5" 8.0" 1L.0" W 0�W x� h11N CONC) 72 16.d'16.0"15,5"!14.5"36.0"36.0"36.d'16,0"LO,p",B,S" 12.5'14.0"12.d'I0.5" 6.0" 5.0" 6.5" 9,5" w i! ?, l•yilp 110 I6.0"16.0" 9,0"l g.0" 11.5"13,0"IZ.O"ID.O" 6.Q" 5,0' 6.0" �.0- 10.0" 4.0" 5.0" 8,0" 7 / B COM31PJA TIDY 3 ri6 7 w S fT_Io J `� it / COMBINATION II' N W..} 200 10.0" B.0" 5.0" 4.0" 5.0" 8,0" 10.0" 0.0" 5.0"j 4 0' S.0" 0.0" 50.0" 8.0" 5.0" 4.0" 5.0" B4O^ "--- U H/ 4 C3 W F 1"MIN EDGE DISTANCE (9 / 70 CCM8IPIA TIDY 1/4"ITW TAPCON OR DEWAL C3 C2 C3 C4 CS CIS Cl C2 C3 C4 C5 C6 CS C2 C3 C4 CS C6 _ __- •-- `` -'�-- -'- "- `•v 1 EMBEDULTRA ON WITH 1-3/4' _ . _. _ ___ N_ -,__- - O '�' �7. _ rte."..r- o EMBED(3192ps1 MIN CONC) 40 16.d'16.0" 7.5"17.5" 16,0" 7.5" 36,0"16.0" 5.0" 4.5" 16.0" 5.5" 15.0"15,5" r%/.//,i! 9,5" //'// 62 16,0"1fi3O" 5,5" 5,S" 16.0•' 6.0" 16.0"16.0''/, r p;12,5" 4.0" 10.5" 9.5" BEO(3192psi MIN CONC) 72 16.0"16.0" 4.5" 4.5" 16.0" 5.0" 15.0"15.5"/ %„%.',/i 9.5" .?//r 9,0" 7.5" / /i:i/,4.5" .i/ I __ � ----- -- _ ); 110 14.0"14,0" % �?/ g.5" /;/W g.5" 7.5" ////%/.%Li 4.5" // 7.0" 6.0" ///,:%!% / /L./ L`1 r S 1!yD) 7 5-t.YP i- ._ .__...._. ___ 200 7.0" E.G." ':iL%!i.!;r7/M I ,r. F 6.0" i:!i,//, < %.•�;/,i 7,0" 6.0•• '//r %" r- ___j... _ ..�._.____ -4 48 I6.d'16 1/4"I4ILLENIUM MILLFA57 ,0 13.0";13.0"16.0"13.5"16.0"16.0' B4O" 7.5" 16A" 9,5' 11.5'l1.5" 4,5' 4,0' 7.0' 6.5'• NOId "S"INDI:.n IES ANC HC(7 SCr'EDu:.r SPAUt•JC: WITH 1-3/4-EMBED(3275ps1 62 16,0"36.0" 9.0"'8.5 16.0'•I0.5"14.0"15.0" 5.5" 5.0" 9,5" 7,5" B4O' 7,5" ���/�/, 4.5" soi* SPACING J{AGRAM FOR C3 & Cr COWvECT101,3 TY='E: ,��.�>< MIN CONCRETE) 72 16.d'16.0" 7.5" 7.W 16,0' 9.5" 11,5"L 1,5" 4.5"1 4.0" 7,0" 6,5" 6.5" 5,5" :.'i%..%%! //,:!. 4.5" - "' ' I -- - - --- - C3CCNN%CTIDFJ7YPhUSINGPIECE i0 WI:IIOU1 SIU:. y'�1e�tl f 110 10,5"1D.5" 4.5"14.0" 6.0" 6.0" 0.5' S,5" ,/r /,i i 4.0" 5.5" 4.5" %;.v/i % r%L�i hNCItORS 014LY �1 w 7"" •-r / r.-o � z 200 S. 4.5" ,•./,!,Ltr/. %Y/;�/,•.i 5,5" 4.5" Y/'/ �` % 7r7i o,+� � r ��r r,//..�%i/./, g,g•' '4.5" '%;: 7,9�.r.ii.%/ Cf..CONNECTION TYPE USING PIECE 07)OR „J WIT I I F�F•V a '0 rn7 O = 1/4"ALL-POINTS SOLID-SET SIDE ANCHORS ONLY O-SET 1-3/4'MIN EDGE DISTANCE oui ANCHOR W/7/8-EMBED& CL C2 C3 CA CS C6 CS C1 C3 J C4 CS C6 CI C2 C3 C4 CS C6 ANCHOR_NOTES:, 1/4.20 SS MACHINE SCREW 48 36.0"16.0" 9.9 9.5" 16.0"30.0"16,6"16.0" 6.0"•5,5" 16,0" 7,0" 30,5"11,0" 3.5" 3,5" 6.5" 4.5'• 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING (3000psi MIN CONC) 62 16.0"16,0" 7.0" 6.5" 36:0" B.0" 13,5"14.5' 4,5"14,0" 9,d' S,5" 7,5" 7,0" /, r., 40, 3,5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �o 72 16•0'16.0" 5,5"'1 5.5' 36.0' 7.0" f0,5"11.0" 3,S' 3,5" 6,5" 4,5' 6,0" 5.5" /, !i 3,d' 3.0" LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). E N •'m y 110 50.0"10.0" 3.5")3,0" 6.0" 4.5' 6.0' S,0" r.!/ r" ' �`3,d' 3.0" 5.0" 4.0•' %/ /r,, ,_l 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 3 200 5.0" 4.0.. !<;y,;'/,/rr:/(//;/,/. 5.0" q,0" /..%/ ri/,%/,);r„2//,!, 5.0" 4.0" 7ii%7//i%; r ////, ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR a o 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE �QUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER v ANCHOR W/7/8"EMBED& Cl C2 C3 1 C4 CS C6 CL C2 C3 C4 CS [6 C1 C2 C3 C4 CS C6 'nAN OR EQUAL TO SHUTTER SPAN. 1/4.20 SS MACHINE SCREW 48 16.d'16A•'16.0"16.0"16.0"16�_0"16_0"16.0"14,0"113.0"16,0"16.0"16,0"16.0" 8,5" 7.5" 11.0"12,01• 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. z1 (3000p51 MIN CONC) 62 16,0"16.0"16.0"15.0"16.0"16,d'16,0"I6,0'10.d' 9.d' 15,0"17.5"L2.5^11,5" 8.d' 5.5" 7.0" 9.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE _ 72 I6.d'16.0"13A•'12.0"16.0"16.0"36,0"16.0" e•5":7,5" 11.0"12A'10.5" 9.0" 5•d' 4.5" 5.5" 0.0" BLOCK OR WOOD FRAMING,REFERENCE ANCHOR SCHEDULE FOR PROPER •.bf s 110 16.0"16.0" 0.0"'7,0" 30.0"11,0"3015"_9,0" 5,0"1 4,5" 5,5" _B4O" B,5" 7,0•' 4.0" 3,5" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200•"B.S., 7.0" 4.0"13.5'" 4,5" �6.5" B.5"1 7.0" 4.0'?3.5" •q,s' 6.§" •8,5" i,o"� a.0" 3:5" q,s 6.5'• CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF 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 C5 I C6 I Cf C2 I C3 I C4 I CSLC6 Cf C2 C3 U C5 C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1'EMBED 3000 sl MIN ONLY. _ g ( P 48 16,0"16.0"L6.0"16.0"16,0"16.0"16.0"16.0"1U.0" 9.5" I6_0" 12.d'12u' G.0' S.5" 7.5" 9.0" CONC) 62 16.0"16.0"I2.0"ll.d'16,0'Iq,S"15.0"1G.0" 7,5"1 6,5" 10.0' B,5" 00" ! %%�i/i:. 7,0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLEDyet72 36,0"16.0" 9.5" 9.0" 16.0"12.5'32.d'12.5" 6.0"J5.5" 7,§" 7.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT -' --^--" 6.5" 85" 7,0" 6.d' '/f//;`% % 5.5" � i 60" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER � 6y FINISHES. 200 5,5' 5.5" //.:r i.%//.�0' 5.0" 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 7 1/4"DEWALT SS DROP-IN 3-1/2"MIN EDGE OMANCE VARY.FIELD VERIFY THAT FASTENERS ARE INTO XDEQpUATE WOOD FRAMING n ¢¢ W/1/4.20 SS BOLT AND Cl C2 C3 CA CS C6 Ci C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 MEt4BER5 NOT PLYWOOD(FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR 3Cy I"EMBED 3000 51 MIN B e ( p 4 16.0"16.0"16.0"I6.0"16.0"16,0"16.0"16,0"11.U"{10,0"16-0"14,d'13.0"13.0" 6.5" 5.5" B.0" 9.5" SIDE CLO§URE PIECES. i � ppppp CONC) 62 16.0"16.0"13.0"12.0"16.0"15,5"16.0"16.0" B.0")7.0" 10,5"11.0•' 9,0" 8.0" 5,0" i S.D" 7.5" 1 HI a 8 B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1 72 16.0"1G.0"30.5" 9.5" 36.0"17.5"23.d'13.0" 6.5"?5.5" B.d' 9.5" 7.5' G,5" / /, %%i../:r 8.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4'(MIN.)WOOD STUD.3/4' • 130 1Ld'11.5" 6.0•' 5.5` 7.0" 9.0" 7,5" 6.5" '/'/.i//:r,i/4 6,5" 6.0" 5.0" %%i %,x /,'•%, 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LJ(G SCREWS SHALL 200 6.0" 5.0" 5.5"1 6.0"1 S.d' 5.5" 6,0"19.0" is /, r;/. 5.5"1 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN lfj S ,912 SMS W/2"EYEWALL C1 C2 C3 C4 CS C6 C3 C2 C3 C4 CS C6 CI C2 C3 C4 CS C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER ,RL�,J ARMOR INSERT W/2'EMBED 48 56.0"36.0"13.0"13.0"16.0"13.5"I6.0"16.0" 8.0":7.5" 16A" 9,5" 14.5"15.0" 5,6" 4.5" 9.0" 6.5" HEAD(SIDEWALK BOLT),_U.O.N. (2000ps1 MIN CONC) 62 16.0"16.0" 9.5"1 9.0" 16.0"10.5"16.01 16.0" 6,0"`5.5' 12,5' 7,5' 10,S" 9.5" 3.5" 3.5" 5,5" 5,O" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 20-26156 �. 72 16.0"16.011 8.0"17,5" 16.0" 9.5" 14.5"15.0" 5.0"1 4.5- 9.0" 6.5` 8.5" 7.5" 3.0' //, 4.5" a.5" suLe: 110 13.5"13.5" 4.5"i 4.0" 8.0" 6.0". 8.5" 7.0" 3.0", /; 4.5" 4,0" 7.0 S.5" „!�'i;i 3.5" ],5" ' ARE REMOVABLE BY REMOVING MACHINE SCREW, pgGE DEscarpriDN: �J DESIGNATES ANCHORS WHICH W i- - - ._ - _____- _ NUT OR WASHER WINGNUT. _ 200 7.0" 5,5" i %. :2i 3.5" 3.5" 7.0" 5.5" !�7/ /'. 3.5"-3.5" 7.0" 5.5'i i/irk; 3.5" 3.5" #12 SMS W/2.75"EYEWALL 48 16.0"16,0"16.0"16,0'16.0"16.0"16.0"16.0"L1,5"11.0"16.0"14.O"16.0"16.0" 7.0" 6.5" L1.S" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. u ARI4OR INSERT W1 2.5" 62 16.0"16_G'I3.5"13,d'16.0^15;5"16,d'16,0" 8.5"18,0" 16_0'11.d'1315"L2_0" 5.5" 4.T' 7.5" 7,5° 31. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO EMBED(2000ps1-;-!CONC) 72 16.0"16,0"11.0"10.5"16.0"13.S"16.0"L6,0" 7,0--1 6.5- 11.5' 9.5' 11,0" 9,5- 4.5- 4.d' 6.0" 6.0" DR�REMTE SCREWS BLOCK NO BSHOK SHOULD IMPACT DRILLS BE USED TO INSTALL 5 4.5"_4.0" 5.5" 6.d'- 9,0" 7.5" 3.5" 3.0" 4.5" 5,0" 110.1G.0"16.0" 6,5 6,0 ]0,5",9,0"-11,.0" 9,_ (� O /� 2U0 9.0" 4.5" 3,5".'3f 4,5" 5.0. 9.J)" 7.5" 3.5" 7.0" 4,5" S.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. ANCHOR SCHEDULE: CONCRETE (CONT.) FRANK BERNARD%PE 'M6549 CA49885 3-1 a".MIN EDGE DISTANCE 2-3/IV MIN EDGE DISTANCE LOAD gPa'!kuejoi@'-1r' Spans ANCHOR Sp CONN TYPE CONN TYW CONN,TYPE NI TYP E, -7- CONN TYPE', ,CONN TYPE(P5f) C1 I C2 16 C4 i C5 I C6 C1 i C2 1,.C3 I C4, CS I CG C1 I C2]-Ci I C4 CS I'C6 'Cl.1 X2 I d Cj 1 CS',I:C6' C1 I C2 I C3 I C4 I,CS I C6, Cl:I.C2,1 C3 C4:I CS I CG!' VIV ITW TAPCON XL WITH 413 16.0"U6.0"16.0"16.0'*116.0"16,00.16.07 16.0'*115.0"13.5"116.0 26.0"16.0"126.0"1 9.W* 8.0 11.51,112.s 16.0't 16.0'�16.0"116.01116.0"116.0"16.0"116;0"IS.V 14.0"16.0"116.0"16.0"116.0,' 9.07 8.0'!112.0113.0"; rn 6.0 6 C1-.0 I-0., 0 EMBED(2899p51 MIN T 16.0"116.0"16.0"16.0" CONC) - 16.0"Icelio.5" 9.5LLI5�14.5!'13.W!12.8, 6.5" .5.5": 7.5"1 io;ol.'16.0 16.0 16.0".16.0" 116'.0"150'13.5.'112.S1 6.5" 6.0"1 7.5t'110.0" 72 16 .0". -�Jjq,q" _.E 1�:E il6ff!16.0"11.0- 9.5",1 6 1§,0-L6.0-t 16 .0., L Z B(" - -- 0 .41L-T'jL5- 'A:14�J-45.1.1- !t.(K!jj.K 113.0"16.07 16.0-_Ar'26.0"' AL- 112.K 13.0 .5" 5.01* 6.0 1 ." - - -i' 4.0" . A S77 i�F ii-e II.-F -T;_ 5.5" 4Yj'&0" a.S". 9.0"17.5" 4.F" _=O 7.5"ItO.S"12.0"i6ST§' S;S" 4.5"15.5" &S", 9;0" 7.5" 4.5" .4.0" A.S"17.0",26.0"16�0" 7.5" 4.5 4.0 51. 7.0" 9 0'� 74" 4.S", 4.W' 4.5"' 7& .9.01� 7.5 4 4.01 'q.0" 200 %0 4 5';.i7 0'�'�9&' 7.5" "43V 44" A.S". 7.5" 9.0".-7;5"- 14�.0- 4.5--,7.S- 9.FrF7.5 4.5"- 4.0" 4;5" -7.5". DEWALT LTRACON is 116.0"116.0"16.0r!16.01,1 ;0"16.0"16.0"16,01 16.0"15.5"16.0"16.0"16. 1..0.'Is 6.0" ..0..o. S/16"DE s.o. I.L.011.9.5" 13.5"16.0"1 w 93 L-h� 'Lj 6, 16.07 F 31.0 16.0;16.0 WITH 1-3/4"EMBED(3SOOpii 16.0 16.0"26.0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0 16. 2 16.0" B --- W 16 B 1, w MIN CONC) 8.0"111�5*'16.0"16.0'!16.0"16.0"16.0"16.01 16.0" 15.5 114.0" S.01, 7.04 8.5", 12�5!� 1601 16.0"16.01, 16.07 L4.0"13.0" .5" G.S" 76.0--i3.'O'.12.0"it& Z .72 16.0'.!116.0"16.0" --Y6.W,'T6.0- S.S.. _q.9" 16.0"16.0"16.0"16.0't 26.0"160'16.0"16.0" ---71 wuj u�w z L _ LIS"T0.7 TI.V 9.5 3. 13.0111.0" 7.a- 6.0" iii-Aar i6.5--i.()? ii.O"R.5-T2.S`Tfi:o- s7- T57-rs- 16.5r YC57m s.-si;-139-T/W-S o--�Y 110 16.0"116;&-i.3;; 'iRKIii7;F 6.0"- 5.0'-Lkv mr 9.5- B.0- -- ioff.f�- KAF --5-� .F 5 M,�50 .5., 5.5•ROW-s.o- T-o---io.37F&-s- TF 200 9.5" 8:0" mmm';-A- -.8.5. 9.5'-1-8.0"15.0-- 8.01, 'K-0- il.o., Z.5" ms" z ofi C3 //"15.0 T! 9.S" 10-S., �.B- 9.o�- B"T 1/4"DEWALT TAPPER+r W/ IT1127.141M EDGE DISTANCE 97 & 3�MTN EDGE DISTANCE Lu mr4a w 0 1-3/4'EMBED(3000p51 MIN Cl C2 I C3,I C4 I CS I C6. Ici C2 C4 C5 C6. 'CI: C2.' C3 C4 C5 IC6- C5,. C6 CI.- -C2. . 'C4 .CS C1, C1, C2 I C3.1 C4,J C5 -C6 W, CONC) �48 16.0" 6.0-110.0"110.0'1 Cf,�7.C2 C3 rl�C,I 1160110.5"16.0"L6.0 1G�,7.0- 110!if. If 6�2 16;0,*116.01 0 11.011 1 16 13,0" 6,0" 6.0-110.0. 1) o.. 72 16.0"f 16.0-16.0-1 S.5-1 116 9,V 5.5"17.5"1 7.0' 13.5 1.5 ,10. 5.1 4.5' -7-0-- 11,0"11;0'. 6.5- 5 -1:6.5',156. .....I "I'll I-- - - '0' '...;11 7 FIN -32 B 1B I g.ir 26� 8.0" 4 -B cn ...... '10 B.S.. 8.5"14.0"1"XIIN 5.01 6.0-1 3 W, 8.0' 4.0" 210 _ffTF 1 6.0" 200 7 4 0 L 7 ANCHOR SCHEDULE: HOLLOW'CONCRETE BLOCK V MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE. 577-O.To., 5pans-up-To' ,-w �pans LOAD Spans- _Up,.. Spans O ANCHOR C014N Type, CONN Typi CONN TYPE CON11 TYPE, INN TYPE Ct C c6uh0zT uuwj n CI C2! c4 1 c5 ri 'C2 I Ci I-C4,1 CS- C1. C2-1 Cj I..C4 eS C2J.C3 I C4-l.'CS 2 C3 C4-1:CS ci I c2 r3il,c4 I cs 4.ji- 1/4'ITW TAPCON WITH 48, 7.5" 7.5- 3.0" 10"t,7.S'! 5,01•1 5.011 �1/01/1 5.0" 3.0" 3.0" 1-1/4-.EMSED 62 6.0" 6,01' - 6,r 511 W11 V.01110 6.0" 3.5" 4;.70" ,;, I "/11 - - - 5.51 4.5 4.0 8.0 -T2--Ko- 5.0" M;" •.4.5'.' 3.0t' 30' ro; % % 7.0" I.D" 3.5". 3.0� 6.0". 011, 10 FOR ANCHOR NOTES; 2111A MM, 110 amm" MEN,, 1/4"DEWALT,UL7RAC 1.5 6.5" 6,S"I 11.5" 8.01, BA" '7.5'! 4.5*' WITH 1-1/4"EMBED II;V IIA":6.01, ±tn 1.5"1:2L 6,01. -t-1-1 _!Ln/P;,// 7.5" :4.5 4.51,WN, 'X -i.0- 9.01 A.0". -4.0 ).0' 5.5". 6601- q 62 9.0"19.0" 4.5- 4.D-Tg-.a- s.s ;- Z" 4.5" 72- 7.5-1 7.5- W/O/�IWKT 6 511 % ww sr. 5" 4.5" mm - 7.Sl- 7,5- '//�7/, _!LO 4.0" 4.0" X0 0'////' 4.0" 4 0" 71-7 OMNI 0,1411 i0l NO///0 10/1"/1111/ IN V/;//W////;////n/' 200 zz %011, HER 1/4-MILLENJU14 MILLFAST - 48 14,0.. 14.0 16 0' 6.0" 14,0" 9,51, 9.5" '.j/• 9.01, 5.5" YOM M.X11111,1510i 15.01, 9.0".9X II5.011 10.5"10. .01, S.O".10.01' 6.0 6:0'1 ANCHOR W1 1-1/4-EMBED 62 10..5"IO.V' A.0" 1. 11, 4.0 4. /07 % 0 9. 601 &V. 72 9.01, 9av--W//// So, 5.5; 5.5-! r 07 1-umil 210 S.O"t 5.0" 5.5" S.5'i�ol 01. WMA o 200 NO/ /,/;//. Mgmamm-P, m m 1/4-ALL-POINTS CS SOLID �I 1-1/41'-MAN'EDGE DISTANCE 2",HIM EDGE DISTANCE ANCHOR W/7/8-EMBEW�' C C2, C3 C4 I CI J C2 I C3 I C4 I CS I Cl 1 V7 1 C3 C4'. C5 Cl C2: C3 I C4,I C$ I Cl.I c2.I r-3 I-C4j'CS I C1 I-C2 I C3 C4 I CS 1/4.20 SS MACHINE SCREW 48 13;5"113.5" 5;5" S.V S,S, u 4.0" 4.0"110.5" A.5" 7.0 4.1' 1 .0. 7.1� �S 12-5"�1.0"j .0" 153, 5.07 14;0" 9.5'!- 9.5" 3.5-1[3.0" 5.51, 4.51! lot; !k.5' k4L LBO -S'i wo 72, 9.0"19.0" 3.0" 3.0" S.S; S. 8 7 AX S", [�� 4 MR S V "I .2 �'7 0 q- 8.511 0.5 3.S" 3.0" 5.0'- 5.5"% 4.5!',I=/, X%ML,11 4.5"1 3.5", 0 % .4.5", 70PI. 4.5 3.V 790 'VwJZ//////pPm Z .2�-o no, S/16-rrW TAPMN XL WITH 3"MIN EDGE DISTANCE; 4-MIMEDGE DISTANCE 1.3/4'EMBED Cl- C2� C3 C4 CS ClC2 C3:, X4 CS' !CI I C2, C3� C4 CS -ClI C2 C3 C4�. :C5 CV C2, C3. TC4';.'C5 Cl 2 C2 C3 I.C4 CS • 10 S2 I 1 6.5" 6.0" 1.1.5".6.5" -45-77/77/7 1 &1 //1" -4- ,Map,IV///; //l/,.w T 2� �"W/,4;4//, �mgg ;'INN,xx II.S"1t.S" 615'! 5.511, 10.0" 6.54, 7. 4.0' �:VZXO A.0" 4.0.'.7///7/ ;7 IN %PIWIM7zl 015 4.0" 4 %lqllll 177/7 gg I w r //7 51/it7,1i 6.0 5.0" 200 ✓ 1111 Rlltlm' % DISTANCE 3-2/8-.MIN.EDGE OMANCE. 5/16"DEWALT ULTRACON Cl i C2. C3 C4.PCS Cf. X2 I C3: 'C4:I*C5' C1, CZ C31* C4 C5 ;Cj C2, C3 C4, ,Cs lbcsl Cr C2 C3 C4 CS !'{yid WITH 1-1/4"EMBED -±a0.F51110.51 S,I" S.S. '0- 7 5 V///-, ". 7.0 1, W0-XV/ W1 L6.0" 12.S" 7.51' .7.5" aPy ff FAM(LEENVAOL 2 1t] V4111 /7 6 •51.1 20.�26156' 6,5" �mg /ffl/ gggg -SUARE------- m SHE, 20D iFAANK 6ENNutD0 PE PE>n0a65a9"G 9ga5 �- ar i b ri (ANCHOR SCHEDULE: HOLLOW -CONCRETE.BLOCK CONT. ANCHOR SCHEDULEWOOD (G 0'.55) m wu 2"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE W I D 7 LLti � UJ I LL G $pans Up To 6 0"' SPaRSUpJu B B" $pant Up To_13_0" �' LOAD ,Spans Up:To 6 0 7 511aps Up.To L_6" Spans Up To.]3 0,' ; W LLJ O w,.=.m s 0 n LOAD CONN TYPE CONN TYPE CONN TYPE O -ANCHOR, IPS6 CONN TYPE CONN TYPE CONN TYPE (�,r U�i o ANCHOR (psp _ - x N Cl C2 I C3 .C4. CS Cl. C2 C3 I--C4 C5 Cl' C2- C3 C4 I CS= 5. C2 C] Cq' CS Cl I{2 C3 C4't{5 Cl <C2 C3 C4 C5 1/4"LAG SCREW,WITH'1.3/4 48� 16 0. }6 0 11 5. 11 5'.16.0"16.0"16 0- 7 5 .7.0'' 1fi.0"16 0"16:0" 9.5" q.5"{ISO" y1 O;p z1/4'.DEWALT TAPPERiW/ 48. 15.5"35,5" 6,S" b,5" 15,5"10,5"10,5" 4.0" 4.0"110,5. 6,0" 6,0"i%//�://i/i%J` ----.--_�._ _-_ .__._ ..__...1__.__.,. .�,.,. ._.- __-___,_ ZM�a,,; W' //. MIN PENETRATION 6{16.0"16,0" B 5 .8.5" 16.0"16.0"16.0":5.5"1 5.5" 16,0"36:0"35.5' 3.5" '3.5':19 5' ¢ 0 1-1/4'EMBED 62. 12 0'12,0" 4.5" 4,5" 12.0" 7.5"1 8,0" ///r./ i 5.0. 4.5" 4.0" �/%//�%/, )),f 72 30 S'10.5" 4.0" § 9.0" G.D" 6,0" ./i/,,' '// / ///i/. '//. / ,.- 72- 16.0"16,0" 7.0" 7:0" 16,0"16.0"16.0".4.5"1 9.5" 15.0"14.0"I t2.S' 3 a 3,0" 7 5',I {U. ',� / / i / / /;/i/, l-� asm1- W LU-a z u fj. '310 53 S. !wi/�`'.r/ // ////��// i�I, ,130. 16.0"16.0" 4.5" 4.0",13,5"14.0'1 22.0" 3,0" ,2.5" 7.5" 11.5" 9.5" 2 5'. 2.0" 6 0. E. Ali'a�'s Y ,!,� / �/ �[ �� .N 7 zoo 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5"12.0:' 6:0" 11.5" 9.5" 2.5 2.0"16.0" W 200 i /% ////,///�%///i/ /%, rim/ ///./, /.'/ / / // /%i r /16-WOOD BUSHING.WITH .48• 16.0"16.0", 9.5" 9.5" 16.0"13,0"A26.0"116.W' .5" 5.0" 13.0'' 5" 7.5" 3:5 3.0"_q.5" dC'/ W Al2 SMS W/2'EYEWA/4 48 16.0"1fi.0" B.5" 8,5" 16.0"13.0"11].0" 5.0 5 0'j12.5_.7,5" 7.5" 30" ].0" 4.5" 0 1.13'MIN EMBEDS 1/4.20 62' 14 5'145" 65" 60 1q5' 95" :0" 3.5 fi.5 5.5 5.0 2.5" 2;0"j3.0"• WARMOR INSER7 W/1-1/4' 62 6.0" 6.0" 14,5" 9:5" 10,0" 4.0. 7.5"16,0' 5 0' wi;; f/%%%/i 3.0 '�j SS MACHINE SCREW' ,72 12.5"12:5" 5.5". 5.0" 11.0" 7,5" .5"1.3.0" q.5" 4.5" 3.5" 2.0" /1.2.0" EMBED .' S,. 72 12.5"12,5" So, 4.5" 11.0.- 7.5.,17.5" 3.0 3.0"L4.5 4 5" 3:5" ;% .//,//i; `� 1}0 70 701 90 2.5". 40 40 .0''' f 20" 35 30" 110 7,W 7.U" 30" i//J 40" 4.0"13.5" i / i '/./, 3.5" 3.0" '//iir:%//i/,' r/ '•. !�1 .-• �/00 � �///��/I/ f�%//�/%///�200� 3.5" 3,0" % '/,r: 7.5" 3.0" /% /., /, 35" 3,0" ',:/.: /i G%/. s14SMS'a14 WOODSCRE 411 16.0'16A'13.11"13.0"16 0 16.0" .5"I B.0" 16.0"16 0 116 0" 5 0 5 0 112.0" OR 1/4',B�EWALT.TAPPER+ ." .0" 95 95_160360" 0' 6.0" 16,0"13 5 12 5" 4 0 3 5 I'7.5" ;ANCHOR SCHEDULE: GROUT-FILLED CONCRETE''BLOCK PENETRA710N�I11 THREAD 72 160 1604 80 7S1 16U S6 D' 0';50 120'1151100" 35 3130 101605 0 q 5 30 S 11 0 0. 3 06 0'. 9 0 i7 5" 2 5 2 5'i q.5"4 MIN EDGE DISTANC¢ 200 9.0 7:5.' 45 2.5 4.5 9,0" ,5" 2.5 4,5" 9.0 17.5" 2.5 2.5'1 9.5" ,�+w�"Y ri AD Spmis UpJo.6'-0" Spans Up To.B}0" Spa0s31pJo 13'-0" _.Z+d �P CONN TYPE CONN TYPE CONN TYPE �,y C a O ANCHOR Cl C2- .C3 C4. C5 Cl I C2 C3 C4 I CS -Ci C2 I C3' C4 C5 ANCHOR SCHEDULE: WOOD (G=0.42). _-_, { 5/16"ITW TAPCOII XL W/ 48 16.0"16.0"16.0"16.0"36.0"16:0"!1fi.0"16.0'S 16.0"116.0"16.0"16.0"110.5" 9,5"'15.5" -- -•-------- -----. ___. •o 2-1/4-141N.EMBED 62 16.0"16,0"16.0"16.0"16.0"16,0",16.0"12.5'11.5"116.0"16.0"16.0" 8.0" 7.0" 50.0". - MIN EDGE DISTA O m�4 3/.4" NCE, : .Z. 72 16:0"16,0"16.0"15,5"16:0"16;0"16.0"Loss 9.5""15.5"".14,5"12.5"r6.5" •5.5" 8,0" ri Spans Up To 6'-0" - Spans U�Ta 8_-B_' Spans Up 110 16.0"I6.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" 5,5" 7.5" 12.0"10.0" 5.5" 4:5" 6.0" 1' LOAD _ - m �. CONN TYPE CONN TYPE 'CONN TYPE P- W 200 12.0"10.0" 5.5" A5" 6.0" 12.0"IO.O" 5.5 45"'6,0" I2.0"10,0'•l.5,5" 4,5 6,0" =N;ANCHOR. - (psH C1 L2 I•C3 C4: CSC1 -C2 C3 i C4 C5 'C1 I C2^ :C3 C4 ; C5" 35 5/]6'DEWALT ULTRACON 48 16.0"16.0"13.5"13.5"I6.0"36,0"116.0" 8.0 7:5"il6.0" 9.5" 9.5" ./„V111,1111 6.0" 1/4"LAG SCREW-WITH 1 3/4. 48 16 0"16.0" 9.0 9.0" 16.0..16.0"I6.0" 6:0"1 5.5" 16.0"16.0'y16.0" 3.5" 3.5'j10.0"!� m W/2-1/4"141N.EMBED 62 16.0"1G.0" 9.5" 8.5" 16:0"12.0"12.5" 5.5" -5.0" 8.0" 6.5" 6,0:'/ /i/'ir r / •62: 1&0"16.0"�6.5 6.5" 16.0"I6.0"16.0" 4.5"FT-0- 13.5"I1.5"`30:5",2.5" 2.5" 6.0" 5 .-.. ., - _..._.___..._ - '. //./1 MIN THREAD PENETRATION - v 72 16,0"16.0" 9.5" .0" 5. rii(r7/�%% .% 1 t: - 110 8:5" 8.5 ,/:,/,ri/,.5.0" 5.5" i'//%/i i'i%i ///r'/rf "t '72 16.0' 16.0, 5.5" 5.5" 16.0"Ifi.O"16:0','3.5"1 3.5" 2:5" 2.0" '.5.0" t {o . .//.'%/i%/% / o. }.i-1l'.lil`::.� - _ 3:5". .3.0 __ / �q:p' o" 110 55.0"14.5"i 9A'l 9.0" 8A 2:0'+12,0" 5_0" 7.5"16.0" 1:0" Ou 200 ///,//iz%//"ri%/%%///:/,%i%f//%/i'/r./.'::.,!/i,;%r%!//,%%/i/ii u: . 200 75 fi0"1�20 ///f.40 75 fi0 20"�'/�//i4-0! 75 60 :20'//%i�4.0"- (. a 2"MIN EDGE DMANCE 014 SMS;914.WOOD-SCREW 48. 16 0 16 0' 9'5 9 5' 16 0! 16 0''16 0 '6 0 5 5 1fi 0"11 0 t11 5':3.5" 3.5- 7.0'' O. OR 1/4'DEWALT TAPPER+Cl C2 C3 C4 CS C3 I C2 C3 C4 ! C$ CI C2 C3 -C4 C5 p- 62 16 0 16 0_I 7 0- 6 5" 16.07.14 0"15.0" 45 1 q.0_ 9�5" B.0'' ZO" 2 5 WITH 1"-3/4'F11H THREAD. ---- - - _ _ _.. #12 SMS.W/2"EYEWACL 48 16.0"16.0"10.5"10.5"36.0"16A"II610" 6.5" 6.5" 16.0"12,5'•12.5"14.0 .3.5': 7,5" > PENETM ON 72'. 16 0 16:D",5 5 5.5".. 36 0 11:01'11 5- 3.5" 3.5 7.0" 6 5 l.5 5'� 2 0 2.0 3.5" I ARMOR INSERT W/2"EMBED 62. 16.0"16.0" 7.5" 7.5" 16.0"15.5".I6.0" 5,0" 4,5" 10.5" 9,0" 8.0"1 3.0" /''/! 5.0" jjllN0WN0111L'� 110 10.5 30.0"1 3.5' 3.0" 6.0 :6.5" 5.5 2.0" 2:0'' 3.5" 5.0 i.4.5" 2.0 72 16.0"16.0".6.5" 6.0" 16,0"12.5"12.5" 4.0" 3.5".7.5" 7.0" 6.5" ri//,l/,/i. 4.0' 200 5,0" 4.5"1 2.0" 1;M 2.5'-'5.0" 4.51' '2.0" -,/rS 2:5" 5.0" 4.5" 2.0"-:// 110_I1.5"33.5" 4,0" 3.5" 0" `r 200 6.0" 5.0" i b 6.01�-L.5.0" /j�7.0' 6 0' S.0' t r% 3.0"'. Iel g a�ggp�p nl 1�f3}I I� Pik ' ANCHOR.NOTE51 SEESHEET j fAP1R'GIRFxdIaLLEDruRaL ItIOFOR.ANCHOR`NOTES. ! -_-_-'- -----____ 20'-26156 SGLE: PAGE OCSCRIPTZOH: 1 PPAUK BEfiNAR00;PE ("ROUND WINDOW PEW 0046549CAr19885 1 ASSEMBLY EDEDGE O ACCORDION 12'MIN FROM! _ SHUTTER'BLADES- EDGE OFSHUTTER;l EDGE-OF,ACCORDION 0r 'TOP ORBOTTOM t_ SHUTTER'BLADES' .125' � . '�t 0.032" 0.032•,..I j I 11f 0.196_ -� ,i'' .: ,J. o ° /45°lit i' ' '`, Z''Nm J_...1.._-.._.._,__.___._� �JI i I (ll� LL>�-,qg.!m� it r 1aaVIJS a. I °.0 = Ji III wa -I' I I za mwuag 112.875"O.HOLE TO RECEIVE ROUND 3.5 MIN r> _� WINDOW-ASSEMBLY TYPICAL ! ! �! I I I [,Q 1<.6 g O �~; III 'ROUND WINDOW O 3 WINDOWS {� N W^W 1.03.250• I � f 2875.0 HOLE(TO RECEIVE NW LIGHT-N-VIEW WINDOW I, PER EVERY OTHER BLADE- J I 'mow o. N.T:S. A SABIC PLASTICS SLX1431T-UL-94HB _ Eg II ROUND WINDOW Kf_2 LIGHT"-N-VIEW WINDOW n -ASSEMBLY 13. N.T.S. EXTERIOR ELEV i TOP ORBOTTOM _ SHUTTER BLADES t _..?. M F M err a d: EDGE OF SHUTTER, EDGE OF ACCORDION 2.Sp a•, a 'RECTANGULAR_ l _�-..,-.. u f I 1 T �•�� ?�s m WINDOW ASSEMBLY ! k �� 1. BLADE W/ ROUND WINDOW _ ;'EDGE-OF ACCORDION 13 N.T'S' EXTERIOR ELEV .T. ..3...SHUTTER BLADES ! 20210- <D.145'tf U ti 1210 0..14$" .o 1 U TYPICAL .i r� 3a E 3v 1.500•x.6.000'HOLE'..(TO i RECEIVE RECTANGULAR -WINDOW ASSEMBLY) • I '� - 1 1.500"x 6.000'.HOLE(TO RECEIVE. ( I MAXIMUM OF 3 WINDOWS i (..RECTANGULAR WINDOW ASSEMBLY) i i i ri j H.161'-f PER EVERY "-° !IIII, a I ou iI�I'I {I I �t.__._-_� of A'•9"3_!�-_-_� T�j. ' OTHERBLADE J 020 3 RECTANGULAR WINDOW 6o� 2c a1 0 OUR N.T.S. EXTERIOR ELEV 3118° } � "Q 0.500 t 44 J' 0. i i $00' p. i 'II RECTANGULAR WINDOW (TNT:, N j._~.• RECTANGULAR WINDOW NOTES: - f�l..a•*-ASSEMBLY AI I_ I (EXT.) I i �• 145° 1. THE RECTANGULAR WINDOWSHOWN IN TYPICAL _Oi. .._�i i/� 5/13 IS MADE'FROM;GE XL10 LEXAN WITH ' I I110.355" (p��_- . [ y- 0.075'MINIMUM THICKNESS. FRAME FOR RECTANGULAR WINDOW MAY n n ' ICI 0;145'* I i i 2: BE NYLON 6CR POLY,CARBONATE WITH:A d .I I MINIMUM THICKNESS'OF0.161'.ATTACH coPlrufxrPntietL60Nmoc' 1.856 }' --.-- -.- ��355'� TO BLADE WITH'(6)'#.4 SS:SCREWSOR °0.177" r BOLTS WITH NUTS. 20=26156 SECTION A-A SCALE: C{ - PAGES�ESCHSFIIOIL• �41 BLADE W/ RECT. WINDOW RECTANGULAR WINDOW i 13 N.T.S. EXTERIOR E77 13 N.T.S. EXTERIOR ELF ,f�f ACCORDION SHUTTER SYSTEM Fxnrv¢K 13E51n9 CA058C 85 -- - ALTERNATE_ MO-U'NTIN�G OPTION �� % , ' MAX ---' DESIGN SCHEDULES SLAT SPAN _ - OP..TIONA OPTION 2 fp rp -+-+ -- - F*'- 1 2X31N25 ANGLE 606346 2120 .125'ANGLES(6063T6) ,77 ! p p (2)ANCHORS _ ji ALLOWABLEDESIGN ALLOWABLE DESIGN' $ PER'SIDE,SEE -`_..� O II NOMINAL PRESSURE (:NOMINAL pRE66UDE QU1 DETAIL3/14 I'� i WIDTH WIDTH L(J o> t. NOMINAL WIDTH._,-.. _. POSITIVE 01 NEGATIVE IY POSITIVES-) .NEGATIVE(.) W 'I LL Vl . . PER SCHEDULE 42" 151 psf- 200 psf 42- 60 psf, 173 psf zmi wWU � �i TYPICAL ELEVATION (OPTION 1) 46• 231P5f 255Psf 45' —69,'Ps! 151PSf ~tea-3 15 3, 48' 116 Psf 177.Psf 48- 61 132 psf z °a �l = i4 14 N.T.S. EXTERIOR ELEV SI• 102psf 147 psf. 51 54 Psf 117 psf (ll a i -ACCORDION SHUTTER SYSTEM sf. f O+"w §q ., ._.__.._.. .. . _.. fJ..,_.- _ .... O6 psf t f 57- 43 psf 194 psf N W�F 54• 91 psf 1 .. 5T '82 PSI 1 fim 74 psf 91 psf ee 39 psf 85 psf �.'l s o w a ba 1` 83" -67psf 78psf 63" 3S.Psf 77psf. ( N.a 68 sf MAX ._.. .i 32 psf ps_ P s6- 70 f SLAT 69" 56,psf 60 psf. I 69- 30 psf 63 Pd. SPAN ! •., 72- 51 psf 52 psf 72-. 27 psf 56 psf 75- 46Psf -46:psf 7y. 25 psf 49 psf (2)ANCHORS _ y 78 41 psf 41 psf' I 7w 23 psf 44 psf PER SIDE SEE O /' B1- '37psf 37 1. psf 81- 21 psf .39 psf DETAIL 4/14 _ [/I NOTE DESIGN;PRESSURES SHOWN 1N'DESIGN SCHEDULE ARE FOR W to y __-_-_-_-NOMINAL WIDTH _ _ : • 666IMINING MAXIMUM;ALLOWABLE;HORIZONTAL SUPPORT,ANGLE SPAN. PER SCHEDULE J- - PERMITTED A DESIGN CHEDULE.OADS SHALL NOT EXCEED THOSE �.N a,'y O 2 TYPICAL ELEVATION (OPTION 2) =oil 4� -.14. 14 N.T.S. EXTERIOR ELEV z u -SHUTTER'SYSTEM ' /rSHUTTER SYSTEM 2`x3"x0:2S"6063-T6 . I II CONTINUOUS ANGLE//� ') 2'x3 x0 125^6063 T6 / I! I CONTINUOUS ANGLE/ i P 1 p d - ' •I ( Z -,t�/SUPPORTING SHUTTER TRACK SUPPORTING SHUTTER TRACK I ( I ij tS"LAG SCREW WITH 2'% /',� ' % LAGSCREW.WITH 2 ✓•# THREAD PENETRATION•,• '/'�11 is it 'D v1 THREAD PENETRATION, '•1 + I j' m in AND,4 EDGE DISTANCE.;' � Ii i 1. AND EDGE DISTANCE i`' /� 70 G=0.42.MIN.WOOD;y' �ii�TO G-0.42 MINiWOOD;%'i: j CENTERED 1N LEG OF;;' `''• 't, 'i CENTERED!N LEG OFI11 2"x3'xO.2S"ANGLE,:.;!.�`i•l _. — -- -...Ix_I ' .- a' I I t -•—- t_I --y. ,H^-- .. 1 / I ": 2"x3"x0 25 ANGLE / .a-�! I'-u' __ � I '!,•'�' �i�./,.r,i/' "i I ARP: {^cti)- _ ` n�^� el.l���$ I G=0.42 MIN.WOOD./ i, ...i,. I I {•. G=0:42 MIN.WOOD/ * / ., HOST STRUCTURE-{ i -i I. .°hG^.I---�! �••_CElL1NG HEADER HOSTSTRUCFURE.y f�_�.��� �L.L-> �2--�� �,, CEILING HEADER '"1 ,ry ••,_ ... ..�:, .+ ;•%a I�`�/ �i i { - ....- --y ANCHOR NOTE..�MILLENIUM MILLFAST SCREWS W/ — T&C ULTRACOTE Y BE USED IN UElU OF4HE LAG I I I to aI S 1/4-20 316 SS THRU=BOLT SPACED /'i� f.///1 I_ 1-1/4-20 316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SHEET UTLIZING THE is .C'•"-'--�'�" 12'O.C.MAXOR#14'31 SMS O 'i - .3'••- +{ SAME CRITERIA. • �.-- •t.,,,•.. 6 R ;•'�:�. .i/,i, .,)., f i� d SPACED.12'O.C..MAXOR�#14 LAG SCREW WITH 2"` ]'•`' III SDS SPACED 6"O.C.'MAX;FASTENER S'"LAG SCREW WISH'2'�,' "� I I 316 SMS ORSDS.SPACED`6• THREAD PENETRATION!,' SHALL BE LOCATED.1"FROM ENDS. THREAD PENETRATION %} O.C.;MAX:FASTENER SHALL BE �¢ AND y"EDGE DISTANCE', .'% •�'i''. 3i: ,'/,i��i f '/�/. LOCATED ., dal dIR�RI'�9 � A D E D GATED 1"•FROM ENDS:. �`.. tl` N_ 3, OGE DISTANCE; i ,i. - TO G=0.42•MIN,WOOD �`•.;/ TO G=0.42 MIN.;WOOD„:•:' i+ ccalxwrRwaLsrwLwrx CENTERED IN LEG-OF%�.:''i/:.' ! �"'2�x3'x0.125`6063-T6 ALUMINUM CENTERED,INLEG.OF �Z'x3'z0,125"6063-T6. ANGLE;2"LONG,ONE PER END :-� CONTINUOUS'ANGLE 2�-26156 2'x3'x0.125"ANGLE, %f•f ! 2x3'x0.125'ANGLE • ''•^ OF 2'x3"x0:25'ANGLE. - - •- %.i SUPPORTING SHUTTER'TRACK _ sine PAGE OESa11PTI0N• TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT' 3 ) (OPTION 1) (OPTION 2) 14' N.T.S. VERTSECTION 14 N.T.S. VERT SECTION