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HomeMy WebLinkAboutProduct Approval 1/8/2021 Florida Building Code Online BCIS Home Log In User Registration i Hot Topics Submit Surcharge I Stats&Facts i Publications Contact Us BCIS Site Map Links Search b a . �; a R Product Approval r USER:Public User .11 O;Gstt'."11ftZirt"+YI. Product Aoproval Menu>Product or Applicatlon Search>Appllcation List>Application Detail FL# FL13757-R7 (/l�J �C",O Application Type Revision Code Version 2020 EV8 WED FOR Application Status Approved E COMPLIANCE Comments T° LUCO COUNTY Y Archived OCC Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road F� ` Ft. Lauderdale,FL 33309 File � �� (954)493-8551 --" tomj@tc-alum.com Authorized Signature Frank Bennardo dfrank@engineeringexpress.com Technical Representative Thomas B.Johnston n Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative r Address/Phone/Email Category Shutters PQSubcategory Accordion Compliance Method __- Evaluation-Report.from a Florida-Registered-Architect-or—a-Lac-eased-Flordda— /� 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. =# Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R7 COI INDEP123.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZg!A%3d%3d 1/2 1/8/2021 Florida Building Code Online FL13757 R7 Equiv EQUIV123.pdf 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 08/22/2020 Date Approved 10/13/2020 SummarV of Products FL# Model,Number or Name Description 3757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13157 R7 II. DWGI.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by .Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE EVALI.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 R7 fI DWG2.odf 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 II DWG3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R7 AE EVAL3.pdf anchorage,etc. Created by Independent Third Party:Yes Bac!< text Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r-r 49 WE dN°x' M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA%3d°/"3d 2/2 ENGINfEERIN3 EXP ESS@ PRODUCT EVALUATION REPORT August 8th,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 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM a@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM • � ' 1E- :M0, i Page 2 of 2 TOWN & CpUNTRY INDUSTRIES — 6e8 ACC❑FZD10N 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 DocUrrier t(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, 08/12/26sStoNN Rrcur..•`. Frank Bennardo,PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 160 SW 12T11 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM@ EN GIN EERING EXPRESS.COM ENGINEERING EXPRESS.COM EE Igl a y signedy FRANK 6ENNARDO,PE ",,�.V'•'�` PEN 00456549 CA49885 ■ 8 A G O�R D I O N S=H U TT E'R Frank Bennardo FOR USE WITHIN AND OUTSIDE THE HVHZ �*s4 Date:2020.08.12 ,.a`. �'' E'; 21:21:11-04'00' Ic -- r ry�t' TABLE 1 TABLE 2 TABLEA I ° ALLOWAEILE SPAN SCHEDULE MINIM FROM_..L__ASS TABLE 3. MINIMUM SEPARATION FROM,GLASS FOR USE WITHI HVHZ_ E HVHZ FOR USE 1NITHfN TkE HVH 5 ALLHVHZ OWAB_LE SPAN SEE NOTE 38ELIow o POSITIVE POSITIVE WIND MINIMUM SEPA-TION ' - SCHEOULE_ MINIMUM SEPARATION W m o WIND LOAD LOAD WITH HVHZ FROM GLA S NON IiVHZ FROM GLASS r ..F m a u NEGATIVE POSITIVE 1�1 DNAN� WITH CENTEROMATES INSTALLATIONS I IN ALLATIONS S POSITIVE O N LL$w WIND LOAD DESIGN SHUTTER _ UNIMATE y ALL PRESSURE SPAN POSITIVE AND :DESIGN SHUTTER INSTALLATIONS INSTALLATIONS Lll t)� a LOAD(PSF) 530'ABOVE >30'ABOVE ( DESIGN PRESSURE SPAN I.I " B so OR DI 6 �a MOUNTING (PSF) GRADE I I NEGATIVE WIND 530'ABOVE >30'A80VE f O =so OR 3 g CONDITIONS•' (IN.) t GRADE ( LOAp LOAD ALL (PSF) GRADE GRADE �I, rw-j¢U¢m a `) (PSF) MOUNTING (IN.) (IN.) (J 6 Q W-� 25.9 1 29.3 156' S.7" 3.5' [ CONDITIONS• !!o E7 w 56" 156" 15fi' y So, 3.1" 1.1" ::,�y�aL,, 23.0 154" 156" 156'- - _ _- _. .�.__15�6" .-_._ 3..11" 11..49" 30.0 147" 159, 156' 30 99 30 1 1.61 155" 30 20 3�35.0 142" 150" 15V 120^ 3.0" 1.9" . 60.0 148" 15fi" 5,8" 3.51 156' 5.7" 3.5' 1 1.1„ ftf r, W... 45.0 133 145" 156" 1 1" ; 65.0 143" 60" 3.1. """y��,y{7r O W 60" 3.0" 70.0 137" 99" 3.1" 1.5" (+�'v N 0 45.0 133" 141' 156' __...._.....-...._.__�....,_..�..... .. __..._ r 50.0 129" 137" 156" 99^ 3.0•' 1.8" 75.0 133`.. 40 10B" 3.1" 1.8" 55.0 126" 134" 155' Toe^ 3.0" 1.8" ' - -- --- -•- 40 120" 3.1' 2.2" 60.0 124" 131" 148" 120" 3.0'_ 2.2' - 85.0 725'^ 132" _ 65.0 _ 121" 129" 143' 132" S.T' 2:8' 90.0 121" 156" 5.8" 4.3" 70.0 119" 126" -- 13T. 145` 5.T I 3.5" 1 95.0 11W 60" I 3.1" 1.1" 75.0 117" -- - -124" - -133' _ 60" 3.0" I 1.1' 100.0 115' 99^ _ ._,-._3,1" -1.7" I - -. _ ._.. 80.0 115' 122" 128' 99' 3.0" 1.7" 105.0 112' 108. 2.0' 85.0 113" 120" 125" 50 toB' _.,3;0'_._._- 2.0" S' 50 , _. .q_._.. .._.-......._.- 110.0 110" __ 120^ 3.1" 2.5" wm 90.0 112" 11W 121' 120" 3.0° 2.5' j 115.0 107" _132• 5.8" _3.1° -'+---- -- .-v' 95.0 110" 11T' 118_ 13T 6.7" 3.5" 120.0 105" 156" 5.8" 5.2'A 60" 3.0" 1.2" } 125:0 103' 60' 3.1" 1.1" 'ya 100.0 109" 115 - 115" _ z 105.0 107" 112" 112° 9B° 3.0" 1.B" { 130.0, 101" m 60 89" 3.1' 1.8" 110.0 _ 106" 110" 110" 108" 3.0" 2.2' 135.0 89° 60 108" 3.1" 2.1" ,am Q 115.0 105" 107" 107" 131" 5.7" 3.5" 140.0 95" 120" 3.1" 2.T u 120.0 104" 105" 105" 60" 3.0, 12, 145.0 9r 148" 5.8" 5.0' m f v< 125.0 - 103° 84" 3, 170 1.5" y _1._5_0_._0 _. _-_-69" 60" 3.1" 1.1" 130.0101" 99 3.0" 2A E j 155.0 88 _ 84" 3.1° 1.5" 3 135.0 - - 99" _ 12W 5.7" 3.5" +I 160.0 83'- 70 89' I 3.1" 1.9" E o 140.0 - - 65° 60" 3.0" 12" 165.0 81" 120" 3.1" 3.0" a v 145.0 - - 92' 84' 3.0" 11.7" i 170.0 78" 137" 5.8" 4.5' 150.0 _ _ 89" 90 99" 3.0" 2.3" i 175�0 _-76`--_ 60 I 3.1" 1.2" o 155.0 - - 86" 118" 3.5" 3.5" 180.0 74' 84" i 3.1" 1.6" 160.0 _ - _ _ _ _83° 60" 3.0" 1.3" I 185.0 72" 90 89" 3.1" 2,2° 165.0 - - 81" 84" 3.0" 1.8" --190:0,. 70' 120" 3.7" 3.6" 170.0 _ 78- 110 99° 3.0' 2.5" ! 195.0 88" 121" 5.8' 3.7' 175.0 - _ - _ 761 110" 3,3" 1 3,3' j 200.0 1 66' 6W 3.1" 1.2" 180.0 - 74" 60" 3.0" 1.3" 84" 3.1" 1.8" *w FOR BUILDOUT MOUNT MAXIMUM 110 �y1 185.0 - 72" 120 64" 3.0" 1.9° 9s" 3.1" 2.6" 21 a== , SPANS AND PRESSURES,SEE a g�� g 190.0 - - 70" 105" 3.1" _ 3.1' 110" 3.3" 3,3" o cS' a�(e @- TABLE C ON SHEET 6 13 ---_ n 195.0 - 68' / 60" 3.P 1.2" ` I PS6 200.0 FOR BUILDOUT MOUNT MAXIMUM SPANS ;ND PRESSURES,SEE 1 84" [ 3.1° 1.8'• x Z," 5 TABLE C ON SHEET 6/13 120 - - 99" 105" 3.1" 152I� s q TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: -1_- k 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND I Irk COUNTY FLORIDA. BROWARD COUNTY FLORIDA.I t6 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN 2. DESIGN PRESSURESiSHOWN IN ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE faSCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN ;1 MAXIMUM'ALLOWABLE'DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPANh'a I !!�PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. r 3. SEPARATION FROM GLAZING IS NOT:RE UIRED IN WIND ZONES 1-3 UNLESS LOCAL I"i 43. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND '+ MUNICIPAUTYADOPTS`ADDITIONAL;bRIRTERIA. l�w 4A 8 OUTSIDE OF THE SHUTTER BEING REVERSED.FOR EXAMPLE: ,_,r 1 I• 4. THE 6.8 SYSTEM,MAY.BE'MOUNTED:;INITH THE INSIDE AND OUTSIDE OF THE SHUTTER `�'�'R d IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE .n4 BEING REVERSED:FOR EXAMPLE IK�s PERMISSIBLETO MOUNT TO A WOOD OR COPYPoGHTFIW�CG BLNN�JiOt BEAM WITH THE BACK OF THE SLAT FACING OUTWARD,FOR 1, CONCRETE BEAM WITH-THE BACK OFTHE SLAT FACING OUTWARD, 20=261,56 THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES S. LINEARdNTERPOLATION,BETWEEN SHUTTERS IS NOT PERMITTED.FOR SPANS AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE BETWEEN THOSE'INDICATED ABOVE,`THE DESIGN PRESSURES FOR THE NEXT HIGHER SCALE' -- HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN ,,I [ I SPAN SHALL BE USED. PAGE DESCRIPnON: r VISIT ECALC_IO/26156 j PRESSURES ARE AWAY FROM THE HOST STRUCTURE � ® � ®� 4. LINEAR INTERPOLATION BETWEEN SHUTTER,SPANS IS NOT FOR SITE SPECIFIC DEVIATIONS ❑ ❑;, �oF qhmPERMITTED.FOR SPANS BETWEEN THOSE INDICATED ABOVE, ^ n�I BMOREINFORMATION ABOUT THIS DOCUMENT 1 HURRICANE��'PRQTECT1`C�1'9 OR SCAN THIS OR CODE ~ THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL BE USED. VISITEN01N6ERING€%PRE;:4,00nvs_LORE (. FOR,AOOITIONAL PLANS,REPORTS A RESOURCES FRANK SENNARDO,PE PEN 0046549 CA99665 %x ' O wm u LLJ i1 2=) GENERAL;NOTES; LL 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING l ll. o -x CODE SEVENTH EDITION.(2020),FOR USE WITHIN AND OUTSIDE THE HIGH,VELOCITY:HURRICANE _ VARIES__ — _NO_ __L_IMIT _ y FEZ, 0-=�i ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)•AND.INTERNATIONAL RESIDENTIAL CODE I - )f ()I1 �<g a SIRC).THIS SYSTEM MEETS MISSILE LEVEL"D".SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION [j)Ejf oN4z 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE W DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE w__ __ lu-F N REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 16p9 OF THE FLORIDA —TOP TRACK w 4 BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE p CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. + l�J;�; 0 Q 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM EIBBWE1996/E330, 4. DESIGN PRESSURES•NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED.FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM E1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. w 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a as I PLAN IC W LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR,DESIGN. N¢ 1 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE < u DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w � WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16,A DIRECTIONALITY FACTOR OF Kd n �zd- =0.85 SHALL BE USED. F I ��g a 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC I } rn o SITE.9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALLZ ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE w Z" w CONTRACTOR DOES NOT DEVIATE.FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w` 3 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM !I Q THE STRUCTURAL SUBSTRATES DETAILED HEREIN. II. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND • SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE I 4 - --- BOTTOM TRACK DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL, L "I 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM ` INFORMATION; TOWN&COUNTRY INDUSTRIES LL.ICKING MECHANISM SEE FORT LAUDERDALE,FL 9LB MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEWS TAS 201,202&203 FLORIDA PRODUCT APPROVAL NUMBER o a ei 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TYPICAL ACCORDION Q ms K.S.I. 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER fElE VATI Ol`J 1¢ MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"O OR 3/16"0 5052 sI E ALUM,ALLOY. N T.S b 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR BOXILOCK AT CENTER OR SIDE CLOSURE. o �a 16. TOP�AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. 18. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'% " 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. o 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. E R p=- 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPTR GHFFWVd(L 6ENNN 0C ABOVE-NOTED BUILDING'CODE 22. THEI6.8 SYSTEM MAY 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 PAcoEgcuraow; 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 �05 i FRANK SE14NARDO,.PE Pal;0046549 CAu9885 PRf7.fCT1QN VAR11B 6'0' 1.9941, ,f Y irt15" I 4.07a'-MAX. O6H='�. - 1.FIf 5' 1 P2i" o ./ 11.5 1 fi75 - 7tl6, [ •E---_ .. ._. •-" ,. T I .._. ,r,3.• 1r.3 6 1,325" ii t70H" u, yII � 9�-,j.`QH" ...y v f •rU 0' 1U0 , 4 lI in lUU" i'7061, m QEU'= 1(-3* vl 1,70- - . _ -1195_.,� �GI 17 1.195" i 143( [n�- .099>=_� _ r.195" r -�-3-i ,� Y-__----�---- I� ll.;.. �I -'�� --4 ---t•. y '� -T5 ttt m ,j ID L.,00Ej'• -Il-•-li m a I i�l IIr iu n 't- o, 't In .S)62.J�_I I I �I NI n4 ,�I I 1S �N;' _. �� 1:�: C W�m�N I I .U62'1 I I U62'i .D62' �+� �vE,'--•��. _,._,�J.1 , ` 1J.�--� fJ I{ J I ra N )` i (. s =-�s !• F��. 1;0G9"!.'_- w I((AU)u' g -ti I pC._._1 �J ` znitinl -� LI 1 w f p I o6r \1 t I 62.. �2Do o6z'-k. ,I a3n Hu6z lzoo.. "I I �6304 2uD _1_ to r3oJ 'Drz 1 ] t0"_ 5,�°w�• � .. .- �Y ai GOQ'I G - 6 I �f30.' 0.�,,.... _ , -�.:� i 1.�G9" � q•j1.. (� AE9..,� I 971^ .o95=z,---- A© �-•f ---'----�2.H2 "__ !o mew 1.250" 1.200" 095 � 97," .070'. .'--- 2.7 -..�i`�N q ��O ti'W"w LITE 2-LEG WALL kICAV'r I-IEADE_R SI!_L LITE HEADER SILL ),WALL ..-_ .� � ) C3U.LD-CIIJ T IJALL (/s HEAVY 2-LEG WALL �� __ n � _. _ � �'._. 1+� N W 5:'al Ei!•i q±,F sIZE \ Lv� SCALE-r(ALP'5(LG - ` - -- - L� �-/ SCALE'HALF SIZE •SCALE HALF SIZE K 'P11F•� �•W \\ \ SCALE.r�ALF SiZF SCALE:i-IALF SIZE , yJ, L, `---WI1EF?E S1-IOWI,! SCREW E30SSES & F L.T GROVES ARIL- OF"?IONA!_ ON ALL EXTRUSIONS 2,195" �._-_. _.423 . ;;-_-.'*IIIiI_,•n_�_1s-,'�iI_. !IIIt I-�i✓fi i1-1lII\¢"1I�r1,�-C.-I.��iII,I''�.�,-:�-1)'�.6,21L='--1_:-,-.tlH1-.'53F'�-!Jr�._)I.--i--�."`;[l�I ricf NyIli=h�..y.,' '}'l�.1U_5"�--n.i..( ¢F-.__-I..I_'..-_9-_.0--�_"-__-�-'I 11 j ri�"1'Ii!'i NN�i,I 'i,i��JIi!XXX•I I'-M1I.-.f(Ui3-?36_-1 1-''G_�II4:'-�--I'�.�1--0-\- �Ci-A<''n4I-u�i,j�,jIII_.. --�!�kIIN II, 71 .T�0_I•�l5,P' -�. .. 150ft' AGO' ` u..�,•IIlC --,5-- -----1�--°�r-_\-�--•_4r C�pM��aapd\\d.��yw-�.-:m- �abc�m_ . i<N ar0u j� � i 1 .OflS' - ! 1 1AfU07, nNx in X Z-- ic UGO. 1115 1_230" Ez .G35"075 _- _r -.) 5 - 2.300 '--X MID SILL ADAFDTOC+'� i SILL SILL-A�APTE? EXTEPJnED SILL A DAfTOR SILC_ . , SCALE- .A_F SITE SCALE imErEKi[NE SILL SCALE NnLP SCALE HAIF Siz slzE SCALE:.1 - S E `�� SCALE.HALF SIZE [,603" 30.275 X' 4•. - 7 1.1U0r 11,3'1 -- -,r�.(,143" 043"���`,�I ` I 0 c o- .29.7 . s 1 OR.vSI __.. ' '675•• u069" I lI 1 Ti 9 f.F3 SLF,'I'.L[3L_ADf__ (!i)6.5' STARTER 1 F +-__ I_. �,.e;hg63��' �I_.o6z^ o ' �� 1 <t 6 �.�� SCAt°•HALF SQ1.E SCALE:HALF-Sf7.Ei .1 �. --f I I [ni .U[Jtp..� in) I 1� 9 y 1 971" S f RADIUS GFI3_ING I IcADCf?/siLi_ ���LL it 2--' O -X I ( I ¢I �� Sf_ALE iiALF SIZE I .;310'�-,�• _ b.l coPYfilcHfFwwKL eFNrWN[ zz �T-.oaG0,1 nil 20 6156 [LI SCALE• - PAGE OESCRIPTiONI CEILING FIE.ADER/SILT_ I ('i�;\r,r': S t ey:_K.1 COIdF CTOR SLAT iF31.ADti- GCALC. .,t.,\LE,HAU SiZF FRANK BENNARD0,PE PEN 0046549 CA.9885 2.010' - 10-21, THUMB 510, SCREW----\. STAINLESS STEEL f­,.28P­I ASSE;'IBLY -IOLE 32 0 1* z V) --NYLON .062- -1 W HEEL 'Do r4 1. 00 -4 & < 240" > tu m 'o �IAX: T YP,AT EVERY OTHF.'.R wt�,1'"=,, m q..E_CESS SILL FOR USE WITH INSIDE JOINT AT TOP. _870", -0 U:U)u '. Egs SCALE.HALF SIZE (33 AND (9 ONLY CylAINDER-SOLID BRASS,JJI1KFL PLATED u>Iu.u,S 10 SCALE.HALF SIZE C2_ _A �iOUSING-Zlt4CD[CAST.POWDERCOAFCO L OE; _�5LIDE ROD 22 L% .SgEME3LY Q l"L 9<Lu jE JYLON WASHER SC�,Lr.HALF SIZE SCALE.HALF SfjC NOT MAY 13E KUY OPERATED OUTSIDE OR THUMP, 0 RE In 4'. TURN OPERATED INSIDE E ,,707;BUSHING. )C,11' ow F�4_5 To OPTIONAL) C4)aRASS PUSIJ L( , �:LL 1, Lo C, C)lu m- ."TER.SCFIE%,j A\.rjy ijIL SCALE:HALF SIH—_ Zo lr S_(A W y -2,� LE.',IGTI-f/,IE/xD S 11121 I Yi.E) �500' -it.1'� L.10 H'I'S.S 2.216" SCREw wi, N, (162' SE R 7 S -1,- _61 jr,F0 I", ULTRACC)TE COATINCi (TYP TOP I BOTTom) 2.P.501 cl 1100" RACK +4'vj,or,j Js;.ISHI�IG W/WASHER: -il 16-0, WL"(iv INTERIOR JOINT Tup 7 260 11'6­q` I I' Co)INTERIOR JOIt4 r SoT'J'Of,, pl - R CAN BE USED ON Ex"i tRion. .224- E! I 7 2,000 na- cc PDX CENTER INSERF 3U'` -4 G All SCALE;f ALF S�IZF. u < Sill, ASSEMBLY DE I -If 1-fA--F' D F-COR A TIVE FLOOR TRACK 190 125" r A_*T L RAINGLIARD =.m kALE:"HALF SIZE SCALE-HALF SIZE 34 !L\).SIDE CENTER MATE, Z's 8 < 2125, U z ,G23' P36, 4 SCALE.HALF SIZE 2.72_ 267' 2 165" -131 T") I Ir. _j 2 6— ZK -0.050" 1_2 2) n] k 1 200" 26 G, t C3 i 2 6 0.125 1 1OQ "IT f,9 0 210" 0 085" C -p F lip LQ r cu j .75' -0.085" 1.75 .J:476- A. 125" '176,.0611, 1 1 1-11 -__- 5 -190 G CE N r E A T t. N I Mi A 1-E LOCK MALE. 130X CENTER MATE _,F "' �_ C HA 1j FEMALE BOX CEN 1fR OUTSIDE CEN TER M A ',CA! 11�1 SIZE @33 SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE TEALE.HALF SIZE @oq kL I..I" OR 2" END '-jRIP SCALL,HALF SIZL 0 7/16"0 STAINLESS N- NOTE!ATTACIIMFNT SCREws rori STEEL NUT' 77 F! r! .5110" t3/16' WIDE DID ------ I- HEAD STYLE VARIES OR PIIILLI?S.DRIVI:SCREWS, AI�I THUMB 014LY k4 'n ?0 SCREW x SCALE.FULL S17E 4-2041 OR 15/16-18xi�J�WE SCREw STAINLESS 5/1�6--A SIEEL as _�DINTERNAL- I ; �` ­ ;�) 00FOUGIVEW(LBEW X TH ZE in w T. NT q 20�26156 T-SCRr--W INSE 7 SCALE:. PQWDEIt COATI11).ZINC o&(ASf r -0� PAGE DESCRIPTION: A )a 1. 4C)( )r DV.LT ,MCJI)IL 2P9 —LOCK ADAPTER 4 b �OG) I I�t2 IqDuz� PIAL SYS _4S -IONAL) 3 (OP", 'i� 4-T-1 k w Ek1j) 1UfR!P_ I" BOX LOCK SCALF HALF SIZE Sr.ALr.-. IlAt­SIZE 39 2X7 ANGLE 3" EXT SCALE.HALF SIZE .125' SCALE: HAI-F SIZE L:i2 II FRANK NNA 0 PEN oo81549 RDI;�PE 46 CA 855 -EDGE-, _`C DIST. _1_," FXISTING f1L Ass 7 I-At,, -NER Cta IS"O.C. EXIS TINC:GLAS5­ `EDGE OUSE ANY ANCHOR SHOWN IN ANCHOR S0-H:DLJL-). DIST. P01 p c ij 2 1 IED 111 L (INTERIOR) Al-T. / EMB mo %R D I-A I C EMBED Lu cvI(INTERIOR) 17 tg ICK 6163-T6 W -w win G,I-E 1 1"01.1 N.A0611 AG.On"I 71 0 2" 5"MAX.(ANC,1_17. LE 34 LF �113 Lk`s (USE ANY @3, w>u<NX ED (2-,) exe)- i 2XI R.,5 G 197s 0 ':4�221 2"1 U EDGE' 0 11 C 'I E v I i�' I DIST. (2 F�i A, /�sEN,11 C.1;1 Z ANCHOR SHOwN Im ANCHOR SCI-IrDUI-L.V rIIN.EDGE DISTANCE;. c)r`1 j -1/4-20 THUMBSCREW TERIC c2L --v 12 BOTTOM 13q (i S.. 1/2"GfL1/ArIIZCD T (EX )R) i;Li T4 Lu OR S SrIS,3/16"ID ALUM. INTO CEIIJTFFII'IATFS 1/3 ',. * ; �11 . 3:LL I. . . In 11­.?Ox1 THUMBSCREW INTO POP RIVET, OR 1/4-:+() TO 2/3*SHUTTER SPAN \- ncrivii,ic,1-101-E 1A, (EXTERIOR) HOLE.LOCA i­ED Cq� t-1ACI+II!4E BOIL Y I NUT S14AI-L BE 3/8" 11?,I .Lu MAX WIDI 1-1.UP Wo TO ID 1/�SPAN TO 2/3 SPAN FROM 181,O.0 1. U ER FOR BLAOES�� PLAN Vlt:�W BO.70(,l OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE-3" 8-3­ USE TWO 'IIUMBSCRF%dS ON BLADES ONE jCp) V.3 SPI LOCKING DETAILSSFOR SCALE,3".=1',0" AfND ONE AT ?13 SPAN FRO!11 BOTT N I OF BLAOE. T*YPICAL FOR.LOCKING CENTER MATES to eRASS PUSN LOCK SHOW1 ON RANDOM SPILIt'l rRS.A 13RAS5 PUSif 10117K 6�, 1-1, ON H 5 .8 1 I-;LjiIB I!-s 1-;AY BE SUr.3STITUTCO. WHEN LIFED W T _9�L T a___ C.F.NTE-rU`IArE#29 AS S11OWN.RVCL'I'/, f�E.Eztw, TmFsccoz, 31) A� 1, _PAN N�l 17/ HOLE FOR THUMB SCREW MA"' Ut,'1/16' 70vJmY FROM __ 'I FOR MAX.SPAN WHEN Fg!'Emn 10�.ob.l.o�OR SHALL Bir 40d B HC,�.E -4 .,1 8,rlA>'. W101 H UP TO %a d ��m9 C-)USE APPROPRIA-E, u END S mp SCHEDULE 'ARTER SIRIP TC -ESE PA_ -§__ "I".,DE -LqS­ 62 SOL I iC."T, 72 tw Ez 112 6 362 FASTEI-J STARTER L 72 6— IP TO TRACK W/ o -T 3: 82 3�' ALTERNATE END SV-11' _TA��L 111 1,DIE I SCREVIS 62 -86" lox" 3-13/0 ') -�3­=V AT CORNER 71" SCALE (HAND-TiGHI EN ONL',') �(4,7 AN.Y TRACK -.82 _�14�_ ALT.BID wISCRE:w scissES R 72 ID2­ 82 uj _75:'_ fil45 -gq;- <ISTING GLASS Y; i I I �� U) 52 87 E; 57 11.1 ANGLE 60 a 7&. ISE(11 BRASS POSH LOCK-\ (INSIDE) _0 30 70 75.11 i!�ig P-. OR 11)5/16-18 THUMB i USE (1)BRASS PUSH 1�2�n-a:!i ISCR 1HREADED ,,OCK OR(1) -61i) - . .�j� SILL s2 14� THUMB SE RLW I(',OF �3 139*1 t,ISERT 31.0 AT 1/3 SPAN 0`11 0 _' tj FROM SCREW IDA J'HREADED It A r X0.125" 5 123" Bwiql or�OF 5HUTI*LR (OU ANGLE SlIVITUR R�CEIV ING, 60 12o" g I! 64 �nt,\2x'n C 70 73 ug" 45 145" iiPiGHT (2 MAX Wit,I h.Ul 2,x4" 73 No .0.125- 52 A zs BRA JCAI CoRNER OUT 5 (30 copypjGlfrFMLBEN DE 13 2. E 2 7 9 5 6 9 4 0 5 it 75 .93 87 83 al ta -0 7 3" 129'. 1 23" 1 20" 1 6.. 1-hjD/CORNr_R POSTi'f "OUTSIDE) 20-26156 JI ANGLE 031, C12-- SCALE: SILL. i -73 114" V.--USE(1)BOY.LOCK AT 1/3 giAGE DESCRIPTION: FOR GREATER SPANS OR LOA135 SPAN TO 2/3,SPAN rROM THAN SHOWN N END STRIP C40 I TOM OF SHUT TER I SCHEDULE,END STRIPS REQUIRE A 1 1,.090,CL "X , IPANGLEMIDSPAN ul NG ANY ANCHOR ON,nir L.. ANCHOR SCHEDULE&*140/4-TEK TTER AS TYPICAL !NSIDE CORNER CLOSUR 61 SIFIVOLY MU!-T!Pi..FL_SHU. POST F5 SCREW OR V4-20 BOLT TO END ---- ----------- STRIP. SCALE 3" TS 7 FASTENERS ALUIA. TUBE FRANK B"NNARDO,PC "ALH ANGLE PEA 0046549 CANSeS5 FOR C2 CONNECTIOPJ TYPE SIZE. RErFRENCE ANCHOR -EYISTING SrHEDULI:FOR MAX STRUCTURE SPACING—-- OR 2" ALUP-I AN.LF '11ON TYP v .1_ /. REFERENCE A -, /kL W/NLIT fUt 12"O.0 OP. C1 CONNEC]ION TYPE ... .77.IIAX, -114-20 MACHINE.HOLT _N 1I.,R EE 3/16'10 e� r 4 J zit SCHEDULE FOR MAX�_/ -11,SI' 6`D.C. -IS Crj Lum, SPACING-- (TYP. Tor,x,BOTTOM) [ DI1POP RIVE S 7\ fIRU BOLT uum o jj IL .-311116­0 ALUM. POP I ­., - C1 CONNFCT;ON TYPE SO THREE Ims. N1 I ALTERNATE T -1-l"P.- _ `11 RIVET OR.4,12 SPIS I = *,I I p -------T_A 1,b) 18" O.C.(TYFI.) f- REFERENCE,ANC!,1"Upt R OR W 2:5 BLE A(CC3) qCNEDULE FOR f It V) f:I g 0 a .=qb PRESSURE VS ALLOWABLE LENGTH _I + ICI----------- MA'Y USE MALC OR SEE DESIGI w:L;u u So. 2"x2"x 3 J_ No B, NO B/0 'C'1M)1V1J;1 1. §<ga J. FO C X PSF 1-01:K-SLATI -- - "' (9 6- SEPARATION i -�Ll F Z_ cL_ 9a 62 130 189, < rs! Y PLU U.i I. U) e 72 -17�- (C,C- FTAILS 'I' I LL=- GLASS 0 -JA OR DOD�,PIPAL CORNER CLOSURI-7 I) Q 'N 119" 17F X LU 165' 14 j"j) ON 119, ALLOWABLE SPAN UD 102 -20 'F TABLE B(cc4) SCHEDULE FOR 1�1 _. L OR I loq, 117' AILTERNATE,THRU 601-T---- 111�1- - ­ __ t o UILDOUTIMOUNT -- / 5 R, F OR 06 1 9 7' PRESSURE VS ALLOWABLE LENGTH C5 CONKFQ1iOiq TYPE (DETAIL F) 10 R CE Amc X11% MAX MAX 114' -XT' REFEREN, IN -_ li ` -_[ _._);.__. _+' i PSF 2 SCHIEDOLL FOR MAX. 2 Nx WITH /o SHUT-fERj PIDES.RESSUN SPAN RE C1 CONNECTION TyAt MAX FROM PIN 113" 166r REFERENCE ANCHOR "­ 62 -_J._ c, )VIN BUSH!' JG 125 IN. *30 2 PSF SCI-t�DULL FOR :7L_. ._' '' _' - " ; WASHF1 ITYPA 72 IIJ7' 121 IN. +/-3- MAX z,AT _J I. PH SPAC0113 82 101" 128 IN. 41-31v9 PSF Fl. -4 L _92 l_�]N. +/-3247 PSF \--414x3/4­SI-JS P 9"OX. 139 1o. 212 IN. /-33.6 P5F ANGLE TO TUBE CONNECTION I-.- 110 Wo V-34.2 PS XIS 2 21"x.12'1 0 iZ_ 'I CONCRETE, FMB ED. 102 =a, F 107 1Na +/-35*2 PSF 6063-'rG ALUM r U 0 E 105 IN. 7/ 74" 109" 1 _3 BLOCK OR _-05 COtNNECJION 'TYPE 6 PSF REf:ERI:NCE ANCHOR WOOD FRAMING .3.PSF 'DULE FOR MAX I- -1-1/2"MIN.FOR CONCfJCTc---\ 101 IN ;j- S[1­11� 9R BLOCK AND MIN. SPACING POR WOOL) Y-48,13,PSW 95 IN. +/-39'.6�51 - 9214.* AL_1+FRNA'F�_ BUILD 0U_1'_ MOUNT "3ECTION 4/4 fi 1z A 5 T E M E.P,Tn,I H 0 C )b (USE.ANY/mqci­Icsn sjiC%,jr,I +/-42 IN ANCHOR SCHEDULE;— fIq IN. �/4 P:;� 83 IN. +/45.4 PSF 81!IN. /-46.5 PSF 78 IN. +1-48.3 PSF I 761N. *49.5 PSF fr mi cli-) TI WIS, M1 --2'* 2"x 72 IN +/-52.3 PSF -20.121101 v. ALUM.'TUBE TYP �10.N. VT1-PSF �! APPLICABLE AT TOP II 681N. ;F/-55.4 PSF 7, J AND/OR BOTTOM I Y pj. 3/16-0 ALUM POP t, - 2 RIVET OR�12 SPIS rl. �6. T_ 66 IN. /-S7.6'PSF 2'OR 3". Q 9 ALUM. IUBE'-', '�fq ca Affl:i-76 ALLOY cfh ifr ox IF�'p 1II I 2" 3. Y." T_ 9 - I!� : SEE IMS(A rscIIEDUi.1S 2 FAST NERS 0 -" p- Q: CONTINUOUS OR 2-X 13 1, ,0 1"/2"MIN.-O&fsj_/_a-_ !L rR rai vm. 1 S2 S� FT rm-I EACH ANGLE i AL'UNkNUM ANOL�. SEPARATION ✓I :V1 11 2'x Ye x CONTINUOUS 6061-TIS ALUMINUM ALUM I N Is'll D E TO CLASSp. 2:175" ON T'YI1. OP a GLASS ANGLE THREE.441 1, 014 OpORI ,"I Tl�L u r__ EXISTING ANGLE FASTENED TO 0.9-MIN.THICK 606k-T6 ALUM TRACK FASTENED , CONCRETEHOST TO ANGLE WITH 1/4-20 OI+ 4j" STRUCTURE WITH :MACHINE SCREWS AT+3" D" ALU'r RE USE MALE OR FEMALE _j I i3 KSI 11711i(" I.OCK-SLAT) O; 04�CONNIECTION TYPE EWALT U CONS FROM..ENDS-AND-9"O.C. -FERIENCE ANCHOR FOR THE BALANCE 20-26 156 RE (OR MILLENIU MILLFAST TJ 1� ScIfE.-­1 MAX.W. I&C ULTRACOTE)AT 3- 2-1/2�MI FROM ENDS AND 4"O.0 `EXISTING CONCRETE SCALE: Uj I HOST STRUCTURE 1(3000 IP FOR-BALANCE WITH 13/4 -Aqg VESCRIPT10M 0 Sx. 1/2 EDE) PSI MIN) rIff"ICAt CORNER CLOSU - 9.SMS,3/16-0 ALUM MIN EMBEDMENT AND 4j' P\17 !DETAILS POP RIVET.OR I/L_2O _)ID- C,0SUrE_0p1'I0NS • MIACHINE BOLT & NUT -EXISTING CONCRETE, MIN EDGE DISTANCE; lS:J`TABUS C FOR MAX SPAN AND PRESSURESI cs SCALE 3'; V-0- STAGGERED wrrH.3"MIN. cm 1w.C,c BLOCK OR WOOD FRAMING SPACING',TYP.0� !3UIj_D0U.T MOUNT (F K� -F')INSIDE SILL MOUNT SEC TION 'S'CALF.-.3"-V-0" - - SCALE N,­ 0 IIENNARDO P C5 CONNECTION TYPE FRANK PC#0046549 CAV 865 Rr�ERENCF.ANCHOR -EX-ISYINO o z SCi-iEDULE FOR I'1AX. STRUCTURE SPACING 0 0 a: Ix 5"MAX GLASS GLASS CI CONNECTION TYPE —1/1-20 MArHINE BOL.T A- cy. -FIFNIZEANCHOR W/NUT Cp 12"0 Q OR OR DOOR --Fq- p OOR--- Z -i m REFL #1L SIIIS(wn"UC OR DOOR D C, SCHEDULE FOR f-JAX. :,.A I7_'u: o < SEC I SPACING (TYP TOP 8 POTIG( <, SCF]EDULES 11 @ Z, V-7- I g m FOR i'mR.1 I SEE ESIcu 103 z�; f WtEDULEE Sri, ], . IT ZO I Ilf"Ll Br1I_ W/ I OR FOR I MN' DIX. x z R 3/1-6-0 ALUM POP OP.6 OR 412 1/2"SMS @ 1-1 O.C' ORSEFARATON D L N ill.,J, iii� H' CI /2 O. E.S TO CLASS p jjvETS p.6-O,C OR 1/4-0 (-I"q,ALUM, POP ILI V) �,�F Z OR.1idI. u: -it. 3"l ALUM POP RIIIET'51 p 12..o.c. f Ij I Vt� 101 AN 0 VLLLu Es. L UM 11OP RIVETS MAX.r: SEE.DESIGN e S 114 CIM PIN 4 D k ASSEMBLY—. J,I _,- - R SCHEDULES 13 L I, IZZU 1/2"TYP CIUIDE-TUTPG��viiffci FOR FOR 1ALN F.w X.0 IVI MAX.FROM PIN IJU L,I '!.1 VL -6JiDE_rb EiUsi-otiff-_ 7 X R ME, 0 AND�Sfql -1 W ASHER 0 YV33 iF ASSEMOZ Y- WASHIR 0 YPA C)T GLASS Ji� TYP. EXISV1,113 CONCRETE. w II C4 CO Or',DOOR 1,1.2 YPE ,4- _jj MNECTION T z Q z fn f! R.WOOD F -1;N(7 REFERENCE ANCHOR <",-T< i. I L,)C� --RAI EDGE v 51 !IF, I / -- ul I- SCHEDULE FOR MAX. 0 W X CS CONNECII'ICIN I`YP[ DIST, Cl REFERENCE PRENCE ANCHOR SPACING AS 51,10WH -ct -CTiCN TYPE 0' SCHEDULE.FOR MAX, g,)P�!Jr IN DIAGRAM ON P1, 101 ERI_fvtE ANCHOR SCFIEOULE FOR MAX. C'3 -:&IT- _ZV/PST SPACING AS SHOWN TYPE IN PlAf-IRAM ON PG 10) SPACING.AL't -ASTENI7 CR(G CONNFC1 T _R 42 R E F E I,.EN C E ANCHOR Exist 11110 17OI,ICRrTE LOCATION.FRONT AND • LI -1 13ACK ANCHORS.NOT REQ'f)SCHED,I-C FOR MAX. BLOCK OR W000 FRAF-116yu �A GUIDE TO BUSHING— %PACIL11Q. AL'( CASTEMER WITH THIS LOCATION C1 CONNECTION 'TYPE -1 LOCATION.FRONT AND REFERENCE ANCHOR WASHER IT y 1'.) INSIDE NOUN SECTION SCHEDULE FOR MAX BACK ANCHORS NOT RECCO 1/4'MAX FROM Ow[5WOF TO WITH THIS LOCATION ✓ S CA L E 3"r,V-0­ SPACING------- _C' E TION TYPE T Rb L BUSHIN6 WASI10 C1, tNSIDE MOUNT SECTION I - - :1 i-. I - __ -1 - SCI-i,,-(J.ULC FOR,MAX ) I SCALE mg!ITO'I 1� 3 _'o.7 C.xjsTq,jc7 CONCRETE, SPACING NOTE FOR DrTAILS A.B.0 AND E ON THIS si-jErT BLOCK OR WOOD FRAMING EI.13ED. 04.ro w THE BASE TRACK MAY BE < '_D""W-TVS BUILD OUT M.11TH 1/,."CAPS.PRoyILCD THAT EA Z. CFIFE 1.111AS1 I OUN1 SE�,i�1 -FSC 10R5 AND IS MIMMUM Of�TWO SC F AP41:1 THE EXIS TING CONC 1 4 RE I-E. TYP Bo--r o r-i! OF 12"IJING, E SILL OR CEILING TRACK I USED Wffr!THE 13ASE TRACK MUST 6C CONTINUOUS BLOCK 09 WOOD FRAMING DYER i'HF--'CAPS E3ETW9EN SEC!1ONS. ---EXISTING STRUCI URI] EXISTING coi,ICRETE. ;�� '014 ED E ONNECTION TYPE C2 C E m SLOCK OR WOOD FRAMING IqECTION _'IRUSION C4. c 0' "P-- WW E RUSION III EMBEn ---V CONNECTION TWE REFERENCE ANCHOR f--05 CONNECTION 1:!.N 'mL EFERENCE ANCHOR I2EFERI:NC',_ANCHOR SCHEDULE FOR MAX /EonE(71. CIA�,pULE FOR MAX. - SPACING S SCHEDULE FOR;MAX -7 5 Sp ING /IVA �-, / S. SPACING AS SHOWN 16 IN DIAGRAM ON PC.10) Win. IT 3 OR DOOR SEE DESIGNvt .rr. T GLASS JR� dddpppN /Zi)wr F"B _Ay#12 1/2"SMS Sri Enu�[ i[r DESIGN FOR I-OF?MIN 1"t 13 0c. I-E 'LE A.L.U pl, v,,,- w .- [,�'D X ---TO -vS., GLASS Ofj.� SEPARATION SEPARAI FOR'"NA 1"I'lli _j z US z a 2 E Z)cr. H cr POP RIVETS P 6. :7tQ,G!.A IN 01A.ES FOR 'A < C., __A -:G!.A,5 DR V4­0 ALUM P0 Ir DOOR TO UASS -A. - SFF.DESIZ11i ALUM PUP YIi 1 14_(5 RIVETS(at 12 ASS J 111 OR DOOR -L SEPARA110N 11) -, -4-� ("'.- -�,I,I r�l f "M fr �4 /4"MAX.FROM PIN Ar flNE 0 - N D Iir- ____Ir" n.&Ss- 2 S S Il 2" LIUIUL I U t IFR 0-01.) st R�.w I'w-1 LiztII NSSrMBLY 39 H 12 O.C. T I"�JIA t,/, MAX -f3g!�l PIN. 1 12"\ GUIDE TOBUSHINU iA i�)OR(D WASHER(TYP I .1 F CONNECTION T(PC. r"To�uswNo G u Ib" -ERENCE ANCMDR V� wAsFiER W(P.I [DGERE) TYPE �VV� E' 5 SCi­IFDUF_E FOR I AX C2 CONNECTION N XISTING CONCRETE, AS SH WIN, CONNvC`IOm TYPE NINU�IIUN /it SPACING L 20-26156 LOCK OR WOOD E.'KISTING CONCRETT... Ni` IIi - -4 coiINECTioN TYPE IN DIAGRAM ON 70) REFERENCE ANCHOR -RAMING FIT DCK,OR WOOD FRAMINU REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: SPACING k SCHEDULE FOR MAX,NEC11ON TYPE 11*12 lt 1/2"SMS Ca, EyISTII,ti�COmCRETE. PAG f/1",CON1 0"1 ACING.AL 1'.FASTENER O.0 OR,3/16-0 ALL ;�FCATION.FRONT A14D BLOCK OR r.,Qf,9­Vtnl AlUM ANGLE N�CLL;I AIJIHYII"L� WOOD FRAI-1445 SEH'6.161_E FOR MAX. '>OP R.IVETS(a)I,"C LACK ANCHORS NOT FREO'D V EN S F I) F, GE RL PACiNG R 1/4-0 AL.UM P-Q?. 1,JI1'I-I 1`11,1S I-OCATIONI A SHOWN"DAsHitD)- RIVETS Cal 12-0 C l, SAC N WALL MOUNT SECTION CEILING SCALE 1,CDONI SCALE 3'r 1'-0­ FRANK BEII= PE#0046549 CA#b8pS5 MI�U;N sziiMuUs F X IS7 I NG 1/4 0 G L A SS �,,I'tjll SLT IfAjICII'f.F, 11 it z STRUCTURE— -AL'I'.I.[G DIRECTION M,1 CHINE iJ R• 0 CLASS ( '..k,4 12)6063-T6 ALUMINUM BOLT W/NUT 1 11 1 -S PF m c. A NUI.L _R BEAM END, 1,2"OX OR 0 C,r, .1: SIZE'PE R',�P A N T U 13 L' 0 #14-A ." 1/4-0 ALL SCmEDULI Y SMS 6"O.C. SPAN TUBE SCHEDULE POINTS SOLID "I ".x SET ANCHOR- SPAN TUBE N vv UMBER OF MINIMUM ANGLE ALLOWABLE TUBE NUMBER OF in 2, WITH 7/8"MIN.- A uj.m E 1�1,5 PER DESIGN ANCHORS LENGTH: TUBE' SHUTTER! SPAN THRU-BOLTS ANGLE C Rr rt­OR 4�DP!Er4T IN -ACCESS HOLE-/ a] SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM W IT- u-'b. -LOCK,3"MIN Top BOTTOM I W.I. SPACIFIr,AND TUBE TU13E TUBE TUBE TUBE TUBE; TUBE TUBE 3"MIN EDQE lul - T. e ID 1 ST A N C E T . ,_1 7 ww u%s'. 1 60" 123.8" 1352' 2 2 .2 3 4' z� 0:: >-, . 0 v, 00 A Jr- UT 7 .4 IVI.r I Bf 2 2 3 7- 3 7" 1. I L--d- 7 o.,co tR 2 In y 123"­ S' 94A' 2 2 Do Al.. 2 3 601 129.1" 157.V` 2 2 I-_J I, 2"x6,x ___1T4_.8-1 124.1' 2 3 7' 7" wtu 012 J3' 2 DISI T DESJUN S 102.9' 1 109.6, 2 2 4 la" ..12 23- ClIEDULES FOR d- 1 f2 MAX FROM PIN GUIDE MIN.S[TAAT,GN TO CIAES In cej BUSHING WASHER('TYP,) GLASS 60" 13s.o" 195. 2 3 7- 27" OR DOOR vl na"x 96" 122.7"' j 2 to ri 0.1 _�__1 137.5" 2 11�1 -TWO 1/a %'A"00 RU BOLTS 25* ' 11.4" 3 1 4 1 5 IV, T37 1 123" SCREWS @)21,' �SFC'­ 11.�11 60" 158.1" 1 240.W 1 �2 1 2 1 i, WITH 2' -T4-0.6- 229.9" 1 2 1 3 1 4 2". TNETRATi -3-MIN SCI-1�01_11_17 FOR I-I 'B"0.19 75� 7 I'L ON ti E Q411( jmm T 11-4 1 CENTER 01:STUDS u) 12T .132.21 203.1" 1 3 1 4 5 -#14 SKIS Ll 11110SPAN 81-TWEFN 41,1 GuIrF. gjIPA M r w. Ax.FROnn-_­ _N TUBE SCHEDULE NOTES: T Y P.) ANGLES,FOR 2'x5"&:2"x6"BEAMS. S I-DDS!'DR I RACK -1) 4" TO BUSIHIN6 WAY-iER 2.: USE 2-x5"x1/4-ANGLES FOR 2"x8"&2 x1O"BEAMS. '(WOOID 2. TUBE CONNECTION 1/6"0 ALL z 3 USE BEAM SCHEDULE FOR DETAIL 3. u1c cc)I .[S�v- POINTS SOLID LEPAN TUBE PER DESIGN 4: TOP&130TTOM.BEAMSPMAY.BE USED TOGETHER OR IN SET A 461ORS 606_-_I fCUrIL TUBE WITH-1/o" 5---.,j JI SCHEDULC COMBINATION WITH OTHER CONNECTION DETAILS.WHERE-USED IN TOGETHER BEAM MUST.BE UMITED TOTOP BEAM SPANS. o Di:-felt'ro Iq CDI,lCRF--,,E OR S. SPAN TUBE�5 MAY iE USED IN-A.MID-SPAN CONDITION WITH -it z, )f. rE USED WHEN STUD S 1/4-20 MACHINE B 0 LT MID- PAN o -DS 'it BLOCK,3"MP!4 NUT Co)112"0 C SHUTTERS;SPANNING.ABOVrE AND BELOW THE BEAM.MID :C,, <MAX ALLOWABLE'ANCHOR AND T' -(ZI SD0-1`6 ALUM114 \_W TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, o� co (40. OR OIL x 3/L­SI-IS lfb < MIN EDGE ANGLES'P�R-BF�Ml - ANCHORS,'ANGLES.AND BOLTS),WITH THE SHUTTER SPANNAKEN MOUNIf SECTION THIS DETAIL MAY I Z- ICR�PAN ,LI 6"0.1 G WAU, CIIS1 ANCF r AS THE SUM OF THE SPANS ABOVE AND'BELOW THE BEAM.' .XIS TI ..CHEDU ACCESS HOLE 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. �CALJ USED N 6. LAP BEAMSAIRE NOT ALLOWED. ALSO BE NQ __ Al rRUCTURF J ALT LEG OIRECTION EMBED. j.MAX DESIGN LOAD il kF F3EAM SPAN SECTION SCALE 3- V-0" I• -GLASS FILI tic9ctl sclictluf.Fs OR DOOR ori FOR V.1m.SE1AWN-1 103 10 f:LA ss PA' F FX ISTU11c,WOOD I RUSS OR RAFTER 1/2" 1/2" 24"MAX.O.C. .2. < rL AhI1r- 1 1 1 vI ExIs rING FINISI 1 1:4 lF. MATERIAL- If- 41 1/1 MAX.FROM PIN GUIDE IN.1,�,, t It ill K t,", 1/9" t TD'BUSI1'N(3 WASHER IT yP-) 12 ALUM.TUBE W/ THR,7r 1/4"0 WOOD LAC HNISI-I MA tiz SCREWS WITH?-3/L. S! S� u.� . ......... MINIMUM Tt-iREADEO 9 3/4"PLYWOOD i 7- tv_ 116Ilo A325 GRADE THRU c3OLT CiT,7"0 C !EIIIETR. 'T­IN WOOD 91 I.ACI AFTER OF !'RkjSS• sEp 1 U BOLT tj�-.12"0 L OR S/ 6"0 A325 GRACE FHN V. MA: W1417RF GALV OR S-S ')CT C L ruBI: f: -NDS 13EYOND '-P F.Lt-.O ULT IL' _V'TRUSS MORE'THA-m /..... L 2' 5­x 1/8"6063-T6,LAST i i BACON'ID LONERF I I/CT i 611. EXTEND TUBF TO ALUM.ANGLE W/ THREE Gi W/1-1/1'',I-IbIl.E118. NEXT TRUSS. OR I/.4­0 LA(i SCREW ea.9"D.C. I- air I/k."m WOOO LAGI MIN.EMB IN WOOD SG=t) D'3"' :)IA:�Zq��L' SCREW$WITI-f 2-3/L­ copyfljGIffFRANKL6EiNNUX AE SCPC*. z 20-26156- Ill.-70 S.S.MA:I­k*ic SCRCywqp Mj�jjlJUM I I-IRFACIED PIENET R.­T­IN WOOD P 12"O.C. N BE r.�_yFCJII r(RuSSE Iol ACCESS l-IOLE ON! _R OF T E.x STING W IT 11 1/2 EACH RAFTER 1 RUSS, 3mL­==L 1 1/0"COT'IT. BACKSIDE OF TUBr OR S z,4 OLK a R lEi L.�ccr;< 0 C.NAX.WHERE 0 W 5 N PAGE DESCR;PTIDN: ,-E.. .,. / I \...... (ft.6"O.C.MAX.IN HE YWE Ex,rCNOS OEYONO wODD FRAi'111`46 .1 - 1��J_ ALUM ANCIAT.!6063-TM ANLHOR S�HFD.RASED J11 Lj ul ,.R L)1:1.L, LAST TRUSS MOR., THAN L"yj I Y 1`1 E 0 T S 6", EXTEND ANGLE I'D NEXT Inuss iMAX.DESIGN LOAD z'12 P S.F -1-RUSS MOUNIT SECTION o(IIIAX.OFSIGN LOAD m'72 P S.F.)j rl�� PIASS THRu OEIFAI� n SCALE-X'=V-0" FRANK SENNARDO,PE PEN 004DS49 CAN9885 / 'tOC•f' o j_, ,-CLASS OR M o __ _ _ Y�4 .• DOOR ,•:.- ! FU (�SIl;MSIGN A -ti" ! 1 R T i... SCFLUI'Lt�FOR I- ti nRrrnN TO I- IJ FOR mIN. 4 o N ` ju I11 it ( ✓I 2 i 't �� ...GLASS .._ q! '- ^' A UN TU 2 I° m my o b"❑ flfilf U_. Tw Xi Ill`- I Y 7 1 1 I Ill 1 LLN rc if, s• ibU - o.I I1P o x j I r,, �_ I. �3 a� L RADIUS:HEADER MOUNTED 4 > an PAR'iIAL' EI_EVATIOIV_- LJ�Iplo¢m�w ('. Jp7;{ u1 E`CIS TfNG _—_ SCAIS: 3 = i'-p" r/r.t iai Su STRUCTURE - / �___. 'O' W-'.a.75U"FRUiH PIhJ f � ^ 25U"FRUM.PI\ ��- / t C SU GUIDE TO BOTTOMF- L f=+ \ --_ / ul /J �S li P•F ✓ y I �1WOF. TG HOTTOM-! EXISTING FIINISF! ECL�E / 1L4"MAX.FROM PIN i N W ,/ /.• ,c\ (.I ', J" OF WAS! e_ `':,1: .-;•-,. - 01=WASHER h1ATEPIP.L--. f r' GI / !•. 1id"V TAPCGN i 24" � -[`/♦/� CONNECTION TYPE _ GUy'IDF 70 6'15i-WG .,✓,.l.r .O0 CS O —�---� BUSHING 7 IJ. �-IREFERIINCE AhI C'r10i? _ ' WASHER II'YP.1 4'sr^;r "t i 0.0 WI1'!!1_V4" Mift. / ro / / OF(G�CIIT IN 4"INTCRVnlS I ij;_-• - r. EBBED. SUNFJUJ_E FOR 11AX. TO FOR U2.!:(SEE _— SPACING I"�•` DETAIL (P1 (PJ FOR ADDITIONAL r -\..::._%• .��� _ %-V`-♦UIS L- INFO]. 'TYP.'I OP&Bol ,.r `� XIS LING COrJCHE"CL-:OR /Y ♦% I EXISTIPJCi HOST STRUC7 URE BDT 101+�----�YA II I'1't - �z I LAM'ONI_l' wOCO r/ FASTENER[d E!A[H 4-"CUT hi7 ANiINCi L WOOD ANCHORS ' SEE AI4CI10R SCHEDULE BASED 'F EI.SfE.x NDq ACf E1=TABLE: OIJ ^4 CONNECTION TYPE 10 U 4 a it J�SCAO ---- _FT IL LP,n QR �ACJrG mE �_0 TRACKD IS ACCEPTABLE LE 3 ..V-0 wv mm Pm _L D=TAIL -' h >, it SCALE 3"= LSP'A PiJ- it o to v,w m a 7a ti4"I'tAX.FRUI1_._{T --�I' I � I a ♦ �.' , _ aIIN GUIDC B LIStI!NG WAS MFii r 1f- I o. '�- - ` t �yL 1/[,.•'MAX FROM PIN GU!Dl U "' _ �� `i O'BcFr.i DM OF wASI-IER 1';'YP) E Ii I 1 P " - 1/4-20 MACHINE BOLT \� to hj J EXISTInI C; I" JE 3 ,�� � sr!:uL i uP.E_ � j\\ ( w/rduT C'z, o.[. \/ lL[-". / �� 1� CUT A7 Ir`I':"Ei?VACS T \ EXISTING FINISH � \ �CIRM CURVE!c.r ( �• � F:DETAIL. 11P :) o P- J MATERIAL.. . \--C7 CONNECTION TYPE �i'iP BDTTOM� REFERENCE ANCHOR SCHEDULE FOR MAX SPACING WASTENIER 1 7D EACH 4"PIECE (p CURVED TRACK SECTION DETAIL _vl� 6063-T6 ALUM.ANGL,F CU7 TO 9 !� 7 1"x1"x7/C"&1'•x_"i1/B" QI� u z 6 _� - �!:� / r1ATrIi AND PROYIOE SC)PROR'r e0E3-'16 ALUM.ANuLECUT TO II OF CU;'ShiU 1"i ISI?G>,:'fRUS I L`hi5 - .�- rROrJT ^nN BACK.WHERE MATCH AND i'RO`/EOf:SUPPORT I --,--( II OF SI-!U'r Ti EXTf2USIUPJS r-RONT')F cXTt2U51GN 15 I �I FROPI'i'P.ND BA(".K.W.hIERE /" -�_ 0j I �a� Ij ! CON!irJUGUS,F?EInJ.'oiRCiti l'^.EN'f i-R0NT OF EXTRUSION;S �P _ !S?JO it REDUiREii II `` .- CONTINUOUS, UOU5,1't EINI=URCcME N'f �__ ♦ �•), IS �'�.. Lam• �1=-- �'� IS NOT REQUIRED. :uN-t;IA-J'-' m1N •--li)(e_ :.jpJ_-•�/:A J nx r -' I''/ \ //��r't,• , •'S. s I k' 3 JI _-• v..._APPROVEpilouNnNu - LONNI'ION Mild OF fWO Pam. Nl(3• i( u L__...____ . ',y .! \ AP:ROVED MOUNTING -� �� r PIECE r �y-/'. coPrw(xfrFRAw(f.eellrwroc CONDITION.MIN.OF'FWO PFF< SPACING W ITH Tc'NER ^INU .i I.I- _._APPROVED FASTENER AND PIECEI 20-261.56 sr>nr.ING wl:Ii I\h11IN!IgJ1M DF SPAUtJG w!r!j A MINII.11J t'I OF- SGLE: TWQ r°a,s'I'EIdFRS PER Cur Two Fro S'r I'IVL FtS PER CUT -� nP=' � / P If'C I`. ,�--_•.- -�'~_�� - -% PAGR DESCgIPTION: PIECE , ..'a,. ...._ rYP. SECTION FOR SHU'17ERS TYP. ALTERNATE SrCTION FOR SHUTTERS SCALE: 3 g ANCHOR SCHEDULE: CONCRETE FRANK BENNARDo,PE . > r,- 2.x S ITYi'_) _ EI)0046549 CA04 5 2A S(nl OU TSISE I.W.MIN EDGE DISTANCE TOP fl AM1IGE ° rz LOAD Spans Up,To 6'-0" Spans.UN To B_8': Spans Up TO 13'-0" I _ A IM 0. ANCHOR (PsN CONN TYPE CONN - •1 __. NCHOR ISEE C G SECIIDM x) „w+ CONK TYPE O •r- ii. Cl C2 C3 j C4 CS C6 Cl C2 C3- C4 CS ` Cl C2 C3 - '-�!C4 'CS C6/4"ITW TAPCON OR DEW 4B•,16.0"16.0"16.0"16.0"16,0"1fi.0"16.0"16.0"10.5" 0.0" CS �1§15.5"16.0 6.5" 6.0" 9:5" 9.0" -�-'- '--- - -f ( P )' 72 16,0"16.0"10.0" 9,5" 16.0"14.5"16.0"16.0" B.0" 7. 13.0" 11.01,50.0" 5.0" 4.0 6:0" 7'0" I y RACO EMBED`3192 sl MIN CONC 16,0','12.5"15.5"16.0" 6,5"'6.0" 9.5" 9.0" 9.0" 8.0" 4.0 �';r, 5:0" 6i0" 1 x S(T'(P.)�_ C I N WITH 1-3 4" 16.0"16.0"12.5"12.0' /, r 110 1a.5"1q.5' 6.0" 5.5' B.5':'. 8,5" 9,0" 7.5" 4.0" %;;'.< 4 5" 6.0" 7.5" 6.0" i �.• y.;;.; H�CI T.FLANGE-1 K S(ol INSIDE R O4 H nL„R/SIL.4 ..__.- -......./..; /�• /'.�:._- / rr ' / 50" ANCf-I R(SEE SPACIrJGO 6.0^ /(.;i%i%':r s.D is" fi:o' rcr,/%sj/ s:o' is c:or//�''n.s%`r'4's:o„. 'i �,r SECTION X) _._.__... __I 1/ LEAST 48 16.0"16.0"16.0"16.0"16.0:'16,0"16.0"16.0"11.0"10.5"16.0"14.0"14.5'14.5" 6.5" 6.0" 9,0" 9,5" S(DE CLOSEST TO OPENIPiG WITH 1-3 '/4'EMBED(3275p51 62 16.0"16.0"13.0"12.0"16,0','15.5"16,0"16.0" 8.0" 7.0"MIN C .12:0"11.0"30,0" 9.0" S.0 q,0" 5:5" 7.5" I_ " '" NCRETE) 72 16.0"16,0"10.5" 9,5" 16,0"1-35"14.5"14.5" 6.5" 6.0'. 9,0" 9.5" B.5' 7.0" q.0" ,Yj r• q,5"' 6.5" NOTE; "S"INDICATES ANCHOR SCHEDULE SPACING. � ,�wulUm� %L..,,.. 110 13.0 13.0" 6.0" 5,5" 8,0" .9.0" 8.0" 7.0" 4.0" ;•%i< 4:5" 6.0" 6.5" 5,5" i+;•i.:%Y i'.�,,� 5.5" _!�, zoo 6.5" ss" !,i'%%;?r 'iI sa 6s" ss" •r;,; ,/ „i;; s,s^ 65 5,.S"- f,,;i ss^ SPACIh1G DIAGRAM 1'-0R Ct COh1NFCTIUN TYPE: Ul1al�aLu 1/4"DEWALT CRETEFLEX 48 16.0"16.0"16.0"160"1L 16.0"16.0' 16,0"16.0"15.0':16.0 I6.0"16.0"16.0"30.0" B.5" 12.5"14.0'• - C1 C01`NECTIOM TYPE USING PICCC ( I OR Q �`.•I�Ot 01�i ¢N Cl mu 554 W/2"EMBED(3350ps1 fit I6.0"16.0"16.0".16.0"16.0'16.0"16,0"16.0"12.0"10.5"16.0"16.0"14.5"13.5" 7.0", 6.5" B4O" 11.0" - 1)(6I.O,y J MIN CONC) 12 16,0"16,0"15,5"14.5"16.0'.'.16.0"16.0"16.0"30.0" B.5" 1L L4.0"12.0"los' 6,0 5.0" 6:5" 9.5" ({,D .W.^N 1' 140?16.0" 9.0" B.0" 11.5"_13:0"12.0"10.0" 6.0",I 5.0"' 5.0" 4.0" 8,0" COMBINATION k -- 2 x S ITYP.i _ �. 11 / 12 COMBINATION N W 200 30.0" 8,0" 5.0"I q,0" 5.0': 8.0 10 I q 0 5.0 8,0' 10.0" B.0" 5.0" q.0" 5.0" B4O" - 1"MIN EDGE DISTANCE / 10 COMBIOIA I'101•I ��7i�)lT'1 1/4"ITW TAPCON OR DEWAL Cl C2 C3 E4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6. _-- ULTRACON;WITH 1-3/4" i "--' ^�'•'' '-� EMBED(3192ps1 MIN CONC), 48 16.0" 16,0" 7:5" 7.5'+ 16.0;' 7.5" 16.0"16.0" 5.0" 4,5" 16,0".5.5" 15.0" 15.5".�:%'�jfr.i 9,5" J A Y Cl $ ! o _ BED(3192ps1 MIN CONC) 62 I6,0" 16.0" 5.5 5.5" 16.0".6.0".16,0"16.0"„j/;?%r// 12.5" q,0" 10,5" 9.5" ,� :' 72 16.0"16.0" 4.5 4.5 16.0"�5.0" 15,0"15.5"ii i,' iiri. 9.5" %r' 9.0" 7.5" -:,;',: �• ''r LI___ C0 (D ! )T- 110 14.0"14.0"%'/ i a•;{ 8.5" :'rj,< 8.5 7.5" 91 r, r% .. '/ %/•: ._ ___-- `.L'L;r 4.5" ./r 7.0" 6.0., /:4.5' v I 200 7.0" 6.0" .,iii,';. %/:S'::l//..%,'.�% 7.0" 6.0" r/i :%: :% 7.0" 6.0" rr :.:';: % .__.YP:I_.-_ 2 x YP.) l.xSli Sl7 r rr 1/4"MILLENIUM MILLFAST 48_16.0"36.D"13.0"113.0"16:0" 13.5':16.0"16_0" 8Z'17.5" 16.0'_9LL5" 11 5"_11,5" q.5"� 4.0". 7.0" 6.5_" NOTE- 1/4' ilVDlf_ATES ANCHOR SCHEDULE SPACING WITH 1-3/4"EMBED(3275ps1 62 16 0"16.0 9 0"18.5 I6.0"10.5"14.0"15 0 5.5"1 5 0 -9.5" 7 5' 8.0" 7.5" SPACIikIG DIAGRAM FOR G_`3 & Ch CUN'�i`C I'IQ_M_ 'f�Yi'F: m°'>• MIN CONCRETE) 72 16,0"16.0 7 5' 7.0 16 0".9.5' 11.5"11.5 4.5" 4.0 7.0" 5.5" r.%`r�/¢.%:),.,•;'/.:'/,. q,5" - - - --- ` 1° - C3 COMIJ I'CTIOPJ'TYPE USIA,-G PIECE 10 4JITH OUTSIDE 'a�I- 110 10.5"10.5".4.5" 4.0" 6.0". 6.0" 6.5"'-5.5" ;i7:%Yi%:%r'"'; 4:0't 5.5" 4.5" �Z. �;i ii L;!';• nhJC610R5 DNL'4 a 'g p 200 5.5" 4.5" 4.5 i'.;;. .;:y,?') :%:%,::%y 5.5" -0.5" :,!"./; '' >';7 ;.; - L.IiOPJNtC'I'IUPJ TYPE USING,�PIECE GR 12 WITH./ r. ,/,.:....rr. ri t w s n ' 1/4"ALL-POINTS SOLID-SET /4"MIN EDGE DISTANCE. OUTSIDE.ANCHORS ONLY Ou .ANCHOR W/7/8"EMBED& Cl. C2 ,.C3 Cq, CS; C6 Cl C2 I C3 C4 .CS .C6 Cl C2 C3 I C4 I CS C6 ANCHOR NOTES: zm 'z 1/4-20 SS MACHINE SCREW 4B 16.0 16.0" 9.5"19.5" 16.0".10.0"16:0"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 u(3000ps1 MIN CONC) 62 16.0"16.0" 7.0 6.5" 16.0" 8:0" 13,5"14.5" 4.5 I 4,0" .9.0" 5.5" 7.5" 7.0" i..''r,':,•' LIMITED ALLOWABLE TO E SHOWN IN 1 SPANS 3 FOR SPECIFIC ADS MUST,BE .F�^_• 72 16.0" 16.0" 5.5" 5.5" 16.0" 7,0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" 6.0" 5.5" ;i'�//;% 3.0" 3,0" _ B A APPLICABLE(Pg.1). N 110 50:0" "' 3.5" 3.0" 6.0". 200 5.0" 4.0 4.0" iri/'%%/i:;. '.:� %,j '' r, 2. ENTER ANCHOR-SCHEDULE BASED E.SELECT DE I G STRUCTURE,MATERIAL, 'E 0 / /i. 5.0" 4.0" i%2;::%i%i /??S;%%/: 5.0" q,0" ' ' ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR � o 114- EQUAL TO NEGATIVE DESIGN.LOAD ON,SHUTTER AND SELECT SPAN GREATER ¢ o* ANC ALL-POINTS SO D-SET 3"MIN EDGE DISTANCE THAN OR EQUAL'TO SHUTTER SPAN. p1 v ANCHOR W/7/B"EMBED& Cl C2 C3 C4 CS( .Cfi. .Cl C2 C3 I'.C4 C5 C6 Cl. C2 C3 C4 .,C5 1/4-20 SS MACHINE SCREW 49 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". 8.5". 7.5" 11.0"12.0" 3. SEE MOUNTING SECTIONDETAILS FOR!IDENTIFICATION OF CONNECTION TYPE. ® L (3000p51 MIN CONC) 62 16.0"16.0"16.0"15.0"16.0"16.0" I6.0"16.0"10.0"!9.0 15.0"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'j B.5"i 7.5" 11.0"12.0"10.5" 9.0" 5.0" q,5" 5.5" B:0" BLOCK OR-WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER •4Fbi 1, 11016.0' B.o" ),0 10.0"11.0 10.5" 9.0 5 0" q,5 5 5' 8A" 8^5" 7.0 .4.0" 3.5" q.5" 6:5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE "'- '' " ' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 200 6.5" 7.0 4.0" 3.5' q.5" fi.5 B.5" 7.0 4.0" 3.5' 4.5" 6.5" B.5" 7.0" 4.0"" 3.5" 4.5" 6:5" CONNECTION TYPE. 1/4"DEWALT SS DROP-IN 2-5/8"MIN EDGE DISTANCE W/1/4-20 SS BOLT AND Cl C2 C3 1 C4 CS .C6 Cl C2 .C3 I C4 :CS - 66 C1 C2 C3 C4 CS. C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 1"EMBED(3000ps1 MIN 48 16.0"16.0"16,0"116.0"16.0"16.0".16.0"16.0"10.0" 9.5"' 16,0"13.0" 12.0"12.5 6.0" 5.5" 7,5 9.0" ONLY. corJc) 62 16.0"16.0 12.0"111.0"16.0".14.5"15.0"16.0 7.5" 6.5" 1D,o"io.5" 8.5" 8.0" yiir. 'i/7 '/r;J;i 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED qq 72 1fi:0"16.0" 9.5".9.0" 16.0"12.5"12.0"12.5" 6.0" r7r5" .9.0'_•_7_0'__6 0" ri•'! fi.o'_ N A T Q-" ' •�i, - "-)I' 110 11.0"I1.0 5.5"- 5.0 6.5! 8.5" 7.0" 6.0 i�! /:,% SHALL BE NOTED AND DO NOT INCLUDE STUCCO OR OTHERENyimIZ - .r.::.,i..: r, 6.0 FINISHES. 1 1�IF DILL du B0 2...r,i)r i.i :.r. S.0 5.5 /.r/;;•/i/.:/i r,a/..:/., s.0 5.5" i,//'r.+%%:•..!//.•r. �i}: s.o -,I( 1/4"DEWALT SS DROP-IN 3-1/2".MIN EDGE DISTANCE 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS W/114-20 SS BOLT AND C2 C3 I C4 C5. C6 CI C2 C3 ! C4 CS C6 CI C2 C3 C4 CS C6 VARY.FIELD VERIFY THAT:FASTENERS ARE INTO ADE UATE WOOD FRAMING Q �1 . MEMBERS NOT PLYWOOD.FASTENING.TO PLYWOOD IS ACCEPTABLE ONLY FOR 1"EMBED(3000psl MIN 48 Cl16.0"16,0"16.0"16.0"16.0:'16.0"16.0"16.0"11.0"10.0"16.0"14.0"13.0"13.0" 6,5" 5.5" B.0" 9.5" SIDE CLO�URE PIECES. D CONC 62 16 0" 6 16.0 13.0 12.0"16 0"15 5"16.0"16.0" B4O" 7.0" 10.5"11.0" 9.0" 8.0" 5.0" /;�-.5.0" 7.5" B. WHERE LAG SCREWS!FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 11I 72 1L 160"10.5" 9.5'! 160"13.5"13.0"13,0" 6.5" 5.5" B.0" 9.5" 7.5" 6.5" ///ri::%/,,Si i j ! 6.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4' (_MIN.)WOOD STUD,3/4" w, m •H --s=-)(! 110 12.0"11.5" 6,0" 5.5" 7.0" 9.0" 7.5" 6.5.. :%, 'i/,: %l/.i 6.5" 6.0" 5.0" !/i r:; %/.r r�r 5.5" EDGE DISTANCE IS'ACCEPTABLE FOR WOOD FRAMINL�. LAG SCREWS SHALL LLI 200. &0" 5.0" ;y>;;!%,' %' '' '� �'' �� HAVE PHILLIPS PAN HEAD OR HEX HEAD. o: 5.5" 6.0" 5.0" ,. .,u c%i:5,.:•/:: 5,5" 6.0" 5.0" :r%'%it/vn5,• 5.5" 2"MIN EDGE DISTANCE - 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN P12 SMS W/2"EYEWALL Cl I C2 C3 I C4.1 C5 I C6 Cl I C2 I C3 ' Cq -CS I C6 Cl I Cz I C3 I C4 I C5 I C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER COPYRIGM;RWL6'Ewv ( ARMOR INSERT W/2"EMBED q8.16.0"16.0"13.0"13.0"16.0"13.5"16.0:'16.0" 8.0"{7.5" 16.0" 9.5" 14.5"15.0".5.0". q,5" 9.0" .6.5" HEAD(SIDEWALK BOLT,U.O.N. (2000p51 MIN CONC) 62 16.0"16.0" 9,5"1 9.0" 16.0"10.5" 16.0"16.0" 6.0"1 5.5" 12.5" 7.5" 10:5" 9.5" 3.5" -3.5" 5.5" 5.0" ,. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 20-26156 72 16.0"16.0" 8.0" 7.5" 16.0' 9.5" 14.5"15.0" 5.0' 4.5" 9.0 6.5" 8.5" 7.5" 3.0" 1/•jr. 4,5•' 4,5". L3 SCALE: - [j_._1'L:; -] __110_13_5"13.5_ 4,5" 4.0" 8.01_ 6 0, ,8,5" 7.0"_ 3.0 ,, 4:5"_ 4.0" 7i0":_5.5" 1y•>;✓ 3,5^ 3.5" NUT WASHER ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, IO 2007.0" 5.5" '���)'; NE S REW PAGE DESCRIPT N: -_. �i� 3.5" �3.5 7.0' S,5 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"11.5"11.0" 16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. _ a 'ARMOR INSERT W/2.5" 62. 16.0".16.�11.0" "i6_- 15,5'16.0"16.0" 8.S' B.0" 16.0"11.0"13.5"12.0" 5.5" 4.5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK;SOS DRILLS SHOULD NOT BE USED TO �,1 EMBED(2000psi MIN.CONC) 72 I6.0" 16. "16-_ 13,5"16.0"16.0". 7.0" 6.5". 11.5" 9.5" 11.0" 9.5" 4.5" 4.0 6.0 6.0 DRILL INTO HOLLOW BLOCK NOR.SHOULD IMPACT DRILLS BE USED TO;INSTALL 130 16.0"16. 1 :5".9.0" 11.0" 9.5 4.5 L40 S.5" 6.0" 9.0" 7.5" 35" 30" 45" 50" CONCRETE•SCREWS•TO HOLLOW BLOCK_._,._.-- . " _......_..200 9.0" Z3 " 4's 5.0" 9.0" 7.5" 3:5"1 3.0" ;4.5" 5:0"' 90" 7.5". 3.5"' .3.0" 4.5" 5.0" 12. ALL MILLENIUM:MILLFAST CONCRETE SCRE♦•115 SHALL HAVE T&C ULTRACOTE. ANCHOR SCHEDULE: CONCRETE (CONT.) FRANK BENNARDO,PE PE#0046549 CA498SS 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE 5pans I I.. U Spans Up TO 8'-a" Spgns §p LOAD L! .-o.. qq§-Yp To 8'-B�.. (PSI) C, CONN TYPE �ippns.pp_yo P, ANCHOR CONN TYPE CONN TYPE CONN TYPE CONN TYPE 0 . C2 I C3 I C4 i C5 C6 I Cl I C2 I C3 J C4 C5 C6 Cl C2 C3 C4 CS C6 Cl C2 5/16"ITW TAPCON XL WITH 48 ;0 16.0"16;0"116.0"12 1 16.1" 16.0"16.0"16.0" - I C3 I C4 CS I C6_ Cl C2 I C3.1,C4.11 `CS C6 Cl �t C2 1: C3 C4 CS C6 12 .16 16.0"15.0"13.T'16.0 12.1"16.."116.0"16.0"16.0"116.0"116.0"16.0"16.0"115.0-114.0!'16.0., 16.0'.16.0",16.0" 9.0"1-3/4"EMBED(2899psi MIN 62 1612.. 16.0"16.0 10.5" 9.5"' 5;; 160 16. 15.5"ILL 13.0"12.0" 7.5" 10.0"16.0"116.0"16V'16;01.16.0"116V'16.0"16.0"11.0"19.5" 16.0"IS.Wl 1� 1 3. 12.5., 13.0" CONC) 7;t 6.30 6',16"' 6.5 io.o r4 _i_ 14 �i3.�q I I.i6 0 5.5" B.S" IN 1: .0" - - 9 V Boll'I 4L-4-3 16.0"16.0�14.5"11.0,' .9"116.0"16.11. .9" 6.0'. 4.5" 4.5" 4.F 4.5" 7.0" 16.0"16.0" _13. 1 9.0.1 16.0"_.9.0" Ei 0 5.5" 5 8:5V 8�5" 7,5" _077 3"-4-.67 .0 i9.5" 5.5" IsS-' 6.0" 8 S" 9. -4 _Yl 5.5.7., -!F lo.Sq'iz-.0 fl 0 i9. .5 lo.o w rn 0 16.. i - �6_ 10;5' dw X -io-a -9.0 7... 4. 4.0�'1 4.5"1 7.0" 9.0" 7.5- '4.0" 4.5' 7.0" _�.'-0- 4.5"14.0" 4.5" 7.0" 9.0" 7.5" 4.5" 7.5" 9.0" 7.5" 4.5" 4!0"; 4.5" 7. 9.0"':1.5" 4.5" 4.0" 4.5"1� -- 16.0" .0'. ILL��ILE L6'O- USL-2 16.0-1 16. 16 16.0 1��16.0"15.5"16.0"16.0"16.0"16.0-1 10.0" 9.0" 12.0"15.0 6.�'16�0..ILL 16.0"16 16.0 165' DEWALT ULTRACON 16.0"F16.0"F16.0- 4.5" 4.0" WITH 1-3/4"EMBED(3500psl 62 .0 16.0 16.0 g 16.0" 16.0"16.0"16.V116.01-116.0" 11.V 6.0"116.1-- 7.5" 6.5" 8.0" J12.0 76.0-U.0"IS L14� 0 �2;qjn 11.5 16 16.0"160'16.0"16.V 16.0"16.0"13.0 .5"14.0" 8.0" r7.0" 8.5" 12.S"MIN CONC �4.0 13.0 Ln R�16vtA .0" _91'JA L 9.5"- B.O., k2 u 16 16.0"16.0"i6.0"16.0 7.0" :6.0' 7.0" 11.0"l4eF 11.5"10.0" ZI,-K&T.1-1-t- 0 6.01 5.01, 6.0"110 V' 8 5" 55" 110 16. 5.01, , 16.0 16. j�iL 9.0 A-0 a S�. 10.5--1,8.5" 5.5".[�;'////J�sw-I Q wl u :Too A q..I A w. -- - "I'll 'U'll I 9<ui i., 1/4"DEWALT TAPPER+W/ 1-1/2"MIN EDGE DISTANCE S.O" B.5" 10 5.5 5.0 in 8'5 5'5" a' ,CV,' EQ w i M"? 1-3/4"EMBED(3000pSi MIN Cl I C2 C3 I C4 1 CS I C6 I Cl I'C2 I - I - 1 3"141N.EDGE,DMANCE w " CONC) IN; 10.0"16.0 10 5 0 id 48 a.. Fq F@, --0" g 7.0: 11.0:1 11.o;, 1'!16;0"1 16.0!-1,16. 1 16 n o.-!lltt.;ll 6.0" 1G.0" 9.0 116 5.5 7.5- 7-n''6- 6 6'N 1'96 U 1, n-T -1- -1--1- o L-ki4§4-tN; zi.m.i 5 62 7.0.. - V) 7.0 a.' 13.5, 72 1 4.5" 6.5" 7101' Lu 1 .0' 7.0 it, , 1. -7T.5" .01T6.57 5" 4.0" 5.0"' 6:0" J19-10.9,,llu� 6.0 ,o.. WM',- 6 O.S.-I s UJ 45 6.01�. 5 .0 1.8.5"1 �"-j 8.0 1 4 V rj�, 5 5 4.0" 5.0" 4.0'� 1 6.0 9 115 4 i, 200 5.0" 4.0';_ o"rllE.i6o r, IA 1 5.0"1 7.5" 6.5 4.u-- ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK b 1"141H EDGE DISTANCE 2-1/2-.MIN.rDGE DISTANCE 5par!s.yp.TO X- 5paps -0' Sp.arlsUp qA3'- _Vp:rp LOAD . fil � Spziq up_LqQ� CONN TYPE CONN TYP� CONN TYPE CONN TYPE CONN.TYPE 0 ANCHOR (PSf) CONNTYPE Cl C2 C3 [C4 CS Cl C2. C3 :C4 C5 Cl I C2 C3 C4 C5 Cl C2 I C3.I C4 cs I Cl I C2 C3 I C4., C5 Cl I C2 I C3 -C4 CSC 10 e,, 1.,., 3.0" 3.0"&,�/ ;Q 1/4"ITW TAPCON WITH 48 7.5"1 7.5" .3.0" 3.0"1 7.5' s.o*, 5..0" S" 6.5" 6.5" 10.5"17.0" 7.0" 3.5" 3.5" 7.0" i4.0" 4.0" F O_ C, rir 0 8:0" 8.0 4.5 4.0 8.0 0 5.5 r. 3. �3.0 1-1/4"EMBED 62 6.0" IV .4. 9�� ANCHOR,NOTES:SEE SHEEP 1 10 FOR ANCHOR 7.0" 7.0" 3.5" 3.0' %6.0" 4.0" 4.0" ��M i -3 , i2 5.01, so,, 4.5" 3.0' 3.10" G W -TI-0- OR NOTES: C,- 7M,2, fr 7 Blow 4 1 11, � , am now ZU 1/4-DEWALT ULTRACON 48 6.5" 6.5!' 11.5" s.ol, 8.0" 7.5" 4.5" 4.5" 11.5"11:5" 6.0" 6.0" 11.51, 8.0" 8. 7 -4.5" ;x S:W "EMBED 62 9.0- 9.0" 4.5" 4.0"19.0" 5.5" 6s0lgr,r 0 .5 4.1 WITH 1-1/4 9.0" 9.0" 4.0" 4.0" 9.0-1 5.5" 6.0" 43' 5" 7.5" 7.5" 4.5"' '0" Ag 72 7.5" 7. 1 6.5 4.5 4.5 110 4.0" 4.0" 4.0" 4.0" Z . s .Z mamma so 1/4"MILLENIUM MILLFAST 48 14.0"ILL 6.0" 6.0"114.0" 9.5" 9.51' 9.0 1. Z;x, osll 5.011,5.01, 11 6.0 7 ANCHOR W/1-1/4"EMBED4.0" 5 5" 5 5" .01, 9.01, 9.01, 15.01,10.51,10 �x 62 10.5"10.5" 4.0" 4.0"110.5.1 6.5" 7 5 4.5" 4.0" 11.5' 6.0" 5.5" 11.5'; 5.0" .4�0" 4.0 g 7j'_ 9.6;� 9.0" oll 5". 9.0" I.V 110 .0- ...... V/V, 2a 22 o//m 0 fi.5 5.5 0 0 EDGE DISTANCE 2",MIN EDGE DISTANCE 1/4"ALL-POINTS SOLID-SET ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS Cl C2 C3 ..C4 C5 Cl C2 C3 C4 CS Cl I C2 I C3 C4 I C5 I Cl j,'C2 C3 I C4 I CS 1,Cl I C2 C3 C4 CS 1/4-20 SS MACHINE SCREW 13.5"13.5 5.51 S.S!'.13�1.' 9 9,1" 3.5" 3.011, 9.01,15.5:1 1., .0 6.0 1 .0 9.5" 9.5" 16.0"16.0' 3.5" 3.0" S.S.. , 1 . . - . 11 /- , L6 8.0.. 6.5" .0, 6 �4`1' 4�5" 3.5' 3.5" 160 7 0" 6 S' .0"1 S, (F2 lo:�o.i_kc� 72 9. 9.0" 3.0" 3.0" 8.1 . ..... y.ow- 0 .6;r-sy 14.0" 9.5" 9.5" 3.5".13 V 8.5"1 B.'"13 5.5" 5.5" 4. of sEl 44-D, 110 5 R"'o J l.. 3.0" 5.0" 5.5" 4.5" 4.5" 3.5' yi: WMR, Q :2 .4.5" 3.5"3 5" u- 4.5 2 1:;i i M 5" 3.5 E; 5/16"ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE 1-3/4"EMBED Cl I C2 I C3 I-C4*1 C5 i Cl I C2 C3 C4. C5 Cl C3 C4 CS Cl C2 C3 C4 CS Cl. C2. C3 C4. C5 Cl C2 I . "11 .0" 6.!KL 6�0' 11.5"z6.5" 7.0'!. 4.W' 4B62_ 16 0 4.. 13 7.5" 13.0" 8.5',' 9.0" 4.5" 4;0'; Z.5" 4.5" 4.5" ,fflffi 11 V 6. 07 0 4.0" .5 7.0"_T2_ 5... O.F .4. ccunun6.0" 6.0" zod- 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE.DISTANCE 5/16"DEWALT ULTRACON Cl L, 2 WITH 1-1/4"EMBED 48 10.5'!10.5" 5.5" S.T.- 10. 16.0 1 7.1" 7. r. 6.0" 7.5" copyfUGKrFRWL=5 6.0- IN 10.0 .62 8.0" 8.0" e 1.011 8.0 5.0" .5.5 7. 14;5'�j -26156 6.0-11 5.5" 7.5" 7.5"_T2 20 �;IXM2 . ......... SCALE- .41A; .... ............. PAGE DESCRIPTION: 00 C' C4 "CS C6 1 76'o" 12,5" 0 10,0', _6_.0 _S �o S. 5 4 0 5 4 5 1. 9 0 .0. 4 7 0 7 1 S" S..0 1 0 j16..0 1 0 1 JI r 6 4.EO S S .0 s EL 1-.0 5.0., 8.5- 5.0" B.51- 5-'T-..'l 5"1 FRANK BENNARDO,PEA PEP 0046599 CAF9885 `ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK_CCONT..) ANCHOR SCHEDULE: WOOD_(G=0.56.)!- 3/4 MN EDGE DISTANCE 2"MIN EDGE DISTANCE Spans up To 6'.it .Spans,Up To 8-8'; Spans Up To 13'-0",• (G, o N x,2c LS Ci Spans up 70 6'-0'' Spaps Up To 8.8" Spans Up TD QLo,, G LOAD CONN TYPE CONN TYPE CONN TYPE w W O m m Io LOAD _ o .ANCHOR (psf) �z G CONN TVPE CONN TYPE CONN TYPE _ Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS _7 �Q W = ANCHOR (ps0 Cl 'C2. C3. C4 'CS CL ' C2 C3 'C4 I CS Cl C2 j'C3 C4 C5 1/,4"LAG SCREW WITH 1-3/4' 48 16.0"16.0:'31.5"11.5,'16.0:'1fi.0"16.0" 7.5 . 7.0" 16.0"16.0"1"" 4.5" 4.5_15.0" �f�'i,OL m Q i 1/4"DEWALT TAPPER+WJ 'AB 15.5"15.5" 6.5" 6.5" 15.5 10.5"10.5" 4.0' 4.0" 10.5" 6.0"' 6.0")%%ifi' .:z i�!/.% MIN THREAD PENETRATION 62 16:0"16.0.". 8.5". 8.5: 16 0'16.0"16.0 5.5 S 5" 16.0 16 0 S 15.5 3 5" 3.5 9.5" I I,O, W 1-1/4'EMBED '62 12.0"12.0" q.5" 4:5:' 12.0" 7.5"!8.0" !.:j%/:',S.0" 4.5' 9.0" /:,/.;%//>/i 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; 7.5" .i D w,-�v, :! t+ 72 10.5"10.5" 4.0" "' .....•l�!:?_9.0" 6.0"!6.0" ; ,7 .'%,j.;i;'i.;�.Y%ii.' .(,7/'/, �'s_"-J.l'111\Y.l`a 4.0".12.0" 3.0" 2.5" 7.S" 11:5" 9i5 2.5" 2.0" 6.0" N mf 7 �� // /;/r 110 16,0"16:0" 4.5" 4.0" 13:5"1 � W q iz rl--"•�.�" 110 5,5" 5.5.; +,/.� r:r /�I'! 7riliiiis!i/r ,!/ //i.:.�i' / i 200 11,5" 9.5" 2.5't 2.0" 6,0" 11.5 9.5" 215" 2.0" 6.0" 11.5:' 9.5" 2:5" 2.0" I6,0" F y u Du 200[,4f.':,i'/f/,//1 /':fi /.':;<:t;i%a ?/S= ./•'t,5 :5/•i!:J.6t 1./ 7/16'WOOD BUSHING WITH 48 36.0"36.0 9.5 9:5" 16.0"130_13.0" 5.5" 5.0" 19,0" 7.5" 7:5 3.5 3.0+ i4.5 /1{j„(�;'' �W j 3 m s12 EMS W/2"EYEWALL 48 16.0"16.0" 8.5 8.5 16.0." 13.0 13.0_ 5.0 5.0 12.5 7.5 7.5 3 0" 3.0" 4.5" 1.13"MIN EMBED&1/4-20 62' 14.5"14.5" 6.5" 6,0" 14.5" 9:5" 10.0" 4.0" 3.5" 6.5" 5.5" 5.0" 2.0 IL} `y 0 O ARMOR INSERT W/1-1/4" 62 14,5"14.5" 6.0" 6.0" 14.5 .9.5"I10.0 4.0 3.5 6.0" S.G" 4.5" •,�;: !, 3.0" v SS MACHINE SCREW 72 12.5"12.5".5,5" 'S'.0". 11.0" 7,5 7.5" 3.5" 3.0" 4.5" 4." .3:5" 2.0" %ii/.;..%12.0" EMBED p G 110 7.0" 7.0 3.0" .2:5 4.0" 4.0" 3.5" 2.0 1 :' 2.0" 3.5" �: '/. ^., 72' 12.5"12.5" S.0" 4.5" 11.0" 7.5" 7:5" 3.0" 3.0" 4:5" '4.5" 3.5 '•1..;!'.;%l'.:' :�! /i�/,�i; = `�- �,.. - 110 7.0" 7.0. 3.0,• %,>. 4.0" 4:0"i13.5" %%!;/%r;:`/li 3,5 3.0' %,,Y<';%/%//L'�l'ii o �•v�ty1111 200 3.5 3.0 / 4/%%7%'/,�'s.S" 3.0" 'Ti.%f!!/G%i/%lf.r, 3.53:0 %iT �%%%`rY/,%1,• 200 3.5" 3:0" iii ::!i%/.i%/rS 3.5"!3.0t "•"-< r'/.>' 3.5" 3.0", /i %;;i ! .3 #14 SMS #14 WOOD SCREW 48 16.0"16.0"13.0"13.0'1 16:0"16.0"16.0" B.S" 8.0" 16.0"16.0?16;0 5.0" 5.0"I12.0" orr... OR 1/4"6EWALT TAPPER+ 62 16,D"16.D"' 9.5 9.5 16.0"166X 16,0" B;0" 6.0_16.0 ;ANCHOR SCHEDULE: GROUT-FILLED CONCRETE^BLOCK PWITH ENETRATION MIN THREAD PENETRATION 72 16n 16, 8 0' 7.5' 16 0"16.0 1fi 0" 5.0 5.0" 12:0 11 5"10 0 3 5 3 0 16 0 ,....... I ipannnmummn. 110. 16,0"16.0' S 0 4'.5' 30 5"11.0 9 5' 3.0 3 0' 6.0 9.0 t 7.5 2.5" 4"MIN EDGE DISTANCE 000 9.0" 7.5" 2.5" 2.5' 4.5" Spans Up To 6'-0" Spans_Up 7D 8'_B". Spans Up To 13'_0.' o LOAD CONN TYPE CONN TYPE CONN TYPE D_ 4 O ANCHOR cp5� ' ANCHOR SCHEDULE: WOOD.(G_=0.422) '�'^i 0 G Cl CI C3 C4 C5 Cl I C2 C3 C4 I CS Cl •C2 C3 C4 CS j 5116"ITW TAPCON XL W/ 48 16 0 16 0'16.0"16.0"16.0"16.0"'16 D 16 0 16 0 16 0'16.0"16.0 10,5111 9 S" II.5" - 3/4"MIN.EDGE DISTANCE ( zm< z 2-1/4'MIN.EMBED 62 16.0"16.0"16.0"16.0 16.0"16.0"16.0 12.5 11_5 16.0"16.0`1 16.0"_B.0'_ 7.0" 10.0" -_ ..�_._ -__-�_._ .__ __. __._-.__.._ ... __.__ c U I 72 16.0"16.0"16.0 15,5"16.0"16.0"".16.0"10.5" 9.5" I5.5"14.5 12.5 6.5" 5.5" 8.0" [I' Spans up To 6^-0" 5pans Up TD B'-8", Spans Up To 13=0';' m f L-, 200 12.0"10.0': 55" 4.5" 6.0" 12.0"10.0" 5.5" 4.5"1 6.0" 12.0"10 0" 5.5" 4.5" 6.0" Cl C2 CONN TYPE P C4. C5 Cl C2 I C3 �P C.4 CS Cl CO'aN i Ste°' ,. D LOAD O ANCHOR (psf) ,s Y = � 3 ()U j 0 5116"DEWALT ULTRACON 48 160' 16.0"13.5"13.5"16.0"16.0"t 16.0" 8,0"- 7.5" 16,0" 9,5" 9.5" 'fir/;'•; /ii. 6.0' I/4"LAG SCREW WITH 1-3/4' 48 ]6.0"16.0" 9.0' 9.0 16.0 16.0 16.0 6.0 5.5 16.0..16,0 16. W/2-1/4"MIN.EMBED 62 16.0 16.0 9.5. 8.5 16.0"12.0"12:5" 5.5'R 5.0'!.8.0 .6_5", 6.0"� !jr,/t:: : MIN THREAD PENETRATION 62 16,0"I6.0" 6.5" 6:5" 16,0"16.0"16.0" 4.5" 4.0" 13.5"11'.5"30.5" 2.5" 0 W ._. .-.._..... _ __ J 72 16.0" 16,0".7.5 7,0 14,0" 9.5"�9.5., bJi/ 72- 16.0" 16.0 5 5 5.5" 16.0"16:0"16.0" 3.5" 3,5" 10.0" 9:5" 8;0 2.5" 2:0" 15A" m N O� �' 110 B.5" 0.5" U-:!a•'r3i,'r%5,0" 5:5'+,;::;G.,!:<,!!/.:c/i%4i.vi!t<•.-;yr/,•rr !.:rii/.',.//.: '4 .F...=11p111!C� _110 _15.0"14.5 3.5" 3;0". 9.0" 9.0 8A'_ 2.0" 2.0" SA'_ 7.5" _6.0" 2.0 ;:%%a:4.0" ji ¢- <T L" "4= :;200 v:.',..O:iYiT . '<l• 9!i;,/'�T'/,_•i' r /r%G.:/.'rr:i% is/ u 200 7.5 6.062.0" i[ 4.0".'7.5" 6.0" 2.0" /r: 4.0" 7.5 6.0" 2.0': 2"MIN EDGE DISTANCE #14 SMS,#14 WOOD SCREW 48 16.0"16.0" 9.5" 9.5" 16:0"16.0"16:0" 6.0"15.5"-Sfi.O"11.0"11.5" 3.5" 3.5" i7.0'i o JOR 1SM DEWALT TAP 62 16.0"16,0" 7,0" 6.5" 1fi3O'_14.0"15.0" 4.5" 4:0" 9_5. P. 7.0" 2.5" 2.5'! 4_5" Cl C2 C3 C4 CS CL C2 -C3 C4 : CS Cl C2 C3 C4 C$ O W1TH 1-3/4"MIN THREAD - --- --•-- - -- --- -`- --"'- '- __"-'-` #12 SMS W/2"EYEWALL 48 16.0"16,0" 30.5"1D.5"16,0"16.0"I16,0" 6.5" 6.5 16.0"12.5 12.5" 4.0 3.5 7.5 3 PENETRATION 72 16.0"1fi.0".5.5"- Si5" 16:0"11.0"11.5" 3.5" 3.5" 7.0" 6.5"15.5" 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"41fi.0" 5.0" q,5" 50,5" 9,0"r 3.0" �;';,; 5.0 I)lttlnlnttnnntttu I10 10.5"10.0" 3,5" 3.0" 6.0" 6.5". 5.5" 2.0:' .2.0" 3.5" 5.0"14.5" 2.0 !;!ii„i2.5" 72 16.0"16.0" 6,5" 6.0" 16.0"12.5"112,5" 4.0" 3.5" 7.5" 7.0" %.r0 5.0" 4.5" 2.0" r%i/i 2.5" 5.0" 4.5" 2.0 1%�i' 2.5" 5.0"14.5" //%:f12.5":11.5"1t.5 4,0" 3;5" 7,0" 7,0"I6;0" i j;;,KIR,3,5" 6,0" �j/ f3.0 ;, 60" S'//%)'::::y/.: Qmmm� a 10 Ij aI. . U CaFY20F 26156 ANCHOR NOTES:SEE SHEET SO FOR ANCHOR NOTES. 'SCALE: ' 4 PAGE DESCRIPTION[ IIiF I I ROUND WINDOW FRANK BE14NARDO,P& _ ASSEMBLY PEN 0076549 CAx9885 EDGE OF ACCORDION 12"MIN FROM • -r. SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION �`•+�';a' 0.032" •}t•0.125" 4 - TOP OR BOTTOM T SHUTTER BLADES I� ...' 11 D.032"-� {{ I{I g i 0.19E°]i °(� 0 f i't ` rn IN 45'.tthS ° ��� Zam 113 i it �00 pf r� 01 wo ti 0 2.875"0 HOLE TO RECEIVE ROUND 3.5"MIN,.._ _ Ei w>U WINDOW ASSEMBLY nPICAL I 1 (!�I.� Q u� -� ' of 10, 4w ►�__ 054= alyO�� 02 ".875" -}r 0.18B" i L � 5 a 03.250 ! 2.875"0 HOLE(TO RECEIVE i�3 LL elm ROUND WINDOW ASSEMBLY) ,� N LIGHT-N-VIEW WINDOW MAXIMUMOF3WINDOWS w cef v., ur w `A PER EVERY OTHER BLADEJ Jo�; `J N.T.S. SABIC PLASTICS'SLX1431T-UL-94HB ;da;vi; .-:Ci ROUND WINDOW rz _LIGHT-N-VIEW WINDOW n ASSEMBLY 13 N.T.S. EXTERIOR ELEV 16 i l i` 12"MIN FROM W=d EDGE OF'SHUTTER, EDGE OF ACCORDION °K`b'' p TOP OR BOTTOM SHUTTER BLADES RECTANGULAR 2 WINDOW ASSEMBLY 1� � �,.,�_-4 s BLADE Wl ROUND WINDOW ' ,. ?; �i I �Z��. -EDGE OF ACCORDION s3 N.T.S. EXTERIOR ELEV _2 230° ' SHUTTER BLADES } T! j• �•' �� t i 0.145 -- ( " . -2.210"- .0.145 r -TYPICAL­- !�..LI ? j_ " o I 00 3.5"MINT_ �i i _ „ _ ? 1 RECEIVE RECTANGULAR AR P4ltt,.1 a_. c WINDOW ASSEMBLY) 1.500"x 6.000"HOLE(TO RECEIVE u! _ MAXIMUM OF 3 WINDOWS i RECTANGULAR WINDOW ASSEMBLY) N 161" PER EVERY OTHER BLADE m I o f o s RECTANGULAR WINDOW as_ � � 9 1 N.T.S. EXTERIOR Q g 13 ERIOR ELEV i qg O.S00" 3,5"MIN.,-,'. II I ' RECTANGULAR WINDOW ( RECTANGULAR WINDOW,NOTES: a TYPICAL _ -ASSEMBLY A 1 Op f'--'ll� (�•) _ 145" 1, THE RECTANGULAR WINDOW SHOWN•ZN 11 i : 1 �i•,� 5/13 IS MADE FROM GE XL10.LEXAN WITH 0.355" a,_...___..o , _ _ 0.075"MINIMUM THICKNESS: L o �� i 2. FRAME FOR RECTANGULAR WINDOW MAY Kul 0.145"� ._ o ' %, BE NYLON 6 OR POLYCARBONATE WITH A a "� MINIMUM THICKNESS OF 0.161°.ATTACH' COPYBIGHfFRAW(LBEApBVIX TO BLADE WITH,(6)#4 SS SCREWS OR 1.856"—}4-0.177" .355° 20-26�56 Ifi1 BOLTS WITH NUTS. �I. A SECTION A-A scALe: PAGE DESCRIP[10N:. 4 BLADE_W( RECT. WINDOW RECTANGULAR WINDOW 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR FIT �� PEP 0046549 CAENNARDO E /-ACCORDION SHUTTER SYSTEM I. s 5 PRANK g6 -- - q LT E R N AT E MOUNTING OPTION jl 44 .; _-"----__.—_J 69" SIGN SCHEDULES E..D.—U. L_ E—S MAX _._L OPTION-1swr SPAN _--___- ...... 1 2x30.15ANGLE y. 6063-T6 (2)2x3x0.125 ANGLES 606346 I i (2)ANCHORS---_� + ALLOWABLE DESIGN ALLOWABLEDESIGN CL T j`..Fw-m P u p NOMINAL NOMINAL i j O j PER SIDE,SEE / PRESSURE PRESSURE W 1 O'LL I' 1 - --------'- DETAIL. `J WIDTH POSITIVE(-) NEGATI42' VE(-) WIDTH POSITIVE P) NEGATIVE'(-) f i r.o V1 mp 2�O NOMINAL WIDTH 151 psf 200 psf 80 psf 173 psf 1�ri I.a u PER SCHEDULE - - -- 1 TYPICAL'ELEVATION OPTION 1 45 31p f -psf 45^ P P ulL m E 48" 116 psf 177 psf qg•• 61 psf 132 Psf ; V DO i 4 3 I.14 14 N.T.S. EXTERIOR ELEV 51, 102 psf 147 psf 51" 54 psf 127 psf "L.I L!,I,,�,,.+_5. w =�ACCORDTON SHUTTER SYSTEM Y 54" 74 f 0 psf 57" 39 psf' 94 psf 1 57" w -�'_-_-IF-T.._I -~-,- 6D' P P 6g' P P w 67 sf 78 sf 35 sf 63" 61 psf fib psf 63" 32 psf 70 psf 69:: 1'-'- 56 psf 60 psf gg. 30 psf, 63 psf MAXI .:�_.__..- SLAT :, 72,: 51 psf 52 psf 72^ 27 psf 56 psf SPAN I - - 4. f 25 psf 49 sf ,! I 75^ 46 psf 75^ P P + 78^ 41 psf 41 psf g 23 sf (2)ANCHORS —�� --21 psf 39 psf - !i PER SIDE,SEE p 81" 37 psF 37 psf gi^ N >! I I DETAIL 4/14 �I NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR m ;! =-I---- --- -- ------ - ----- -'- - "- -' •�{ DETERMINING MAXlMU LLOWABE HORIZONTALSUPPORTANGE SPAN. -8 g _NOMINAL WIDTH M A f'�. _ ¢ • 2 TYPICAL ELEVATION OPTION 2 PERMITTED ISHUTTER NDESIGN S AND SCHEDULES. ALLOWABLE ADS SHALL NOT EXCEED THOSE 1��zm a PER SCHEDULE 4 o U '.14 14 N.T.S. EXTERIOR EEV E i SHUTTER SYSTEM -SHUTTER SYSTEM w 2"x3"x0.25'6063-T6 �I I j I� I� I 2"xTNO.125"6063-T6, I� I / CONTINUOUS ANGLE'.",/', I� � �: }II CONTINUOUS ANGLE;`;`%,j SUPPORTING SHUTTERTRACK SUPPORTINGSHUTTER TRACK`•. .' j� {I i f If z ! ;.� Ii I II I�{ E XN Y`' I jl I III I f� i •�%:;:,1 '4"LAG•SCREW WITH 2';',i•�;'::';'Y." i j i '' W LAG SCREW WITH 2",�%.!/i' II I O n THREAD PENETRATION' THREAD PENETRATION-f'.. ,�: �I I' I Iil a, /j'% '• II II . AND 3a"EDGE DISTANCE;',,',`!".' I 4 ! I + AND a'EDGE DISTANCE,'f,+�.•',:'% S m TO G=0.42 MIN.WOOD,'/,,',,.':'%:p �,I I TO G=0.42 MIN..WOOD, _-\ CENTERED IN LEG O ij tj'%.•j• '_`,I _ __ I 111 I - a a N N CENTERED IN LEG OF/'i 2"x3"x0.25",ANGLE;i� - . - -- ,,/ I 3, E o a I11 ,:,;.•., • '"„':�;; 5�I It .5�1 l 5"AN i?•;. „off?• G=0.42 MIN.WOOD G=0.42 MIN.w60D'.X:' I� �\ ^% . /''' '--,I HOST STRUCTURE �'!;�' ;I f(_..rLT1..JL__ HOST STRUCTUREF��;j•;:, ,','.f I.!S'n.11.__. ; !!:' -, CEILING HEADER -'+ I'....= _I +... HOST ;;;;.;.,,; .';',/ !/.•. h w b •.; ., �,. , . .. " .,;I_._. I.I__ - •;.:/•;;.`.•.-t ,ry j'!,. — ANCHOR:NOTE:I"MILLENIUM MILLFAST SCREWS W/ I r• ':;,::'!!,%^.:•/.!:'!!+v:',';:� 1..i,.__.-I f .,!:'%Y: -•1,.:• �%• MAY 8E USED IN LIEU OF THE LAG T&C ULTRACOTE � 11 SCREWS CALLED OUT ON THIS SHEET UTLIZING THE '111/4-20 316 SS THRU-BOLT SPACED !.; r ,r t (_�!I I '•-1/4-20 316 5S THRU-BOLT %�)i•;1.j i SPACED 12'O.C.MAX OR#14 SAME CRITERIA. %`. .'•' I 12"O.C.MAX OR#14 316 SMS OR %.':=%.':'r;' /;,•;.; ; _ gy gg /,.:,'j,!�y i,"•'«�:, .�_ia 316 SMS OR SOS SPACED.6" )$"LAG SCREW WITH 2 .'' , , SOS SPACED 6"O.C.MAX.FASTENER 4 LAG SCREW WITH 2 j'':G;;j'..':%/ THREAD PENETRATION%';';! :' /!'i SHALL BE LOCATED 1"FROM ENDS. THREAD PENETRATION:•- i/: '.:':. ':. O.C.MAX.FASTENER SHALL BE m a !�',%,.) 3DISTANCE, F;r LOCATED 1"FROM ENDS. cDRrwcxrrRauxLeExRmix AND s!4"EDGE DISTANCE :'••'/%'!! %'' AND f4"EDGE i,:;,.•L� TOG=0.42 MIN.WOOD, ;:':`%.�,,!,:;!,•; TO G=0.42 MIN.WOOD '•';'/.:;:,,..I 2 x3"x0.125"6063^T6 ALUMINUM •' 2"x3"x0.125"6063-T6 20-261'56 CENTERED IN LEG OF �,::/ r'.`..;'( CENTERED IN LEG OF'r;';y:.;%;:;`'' CONTINUOUS ANGLE ,� ; %•;r•:: ANGLE,2°LONG,ONE PER END 2"x3"x0.125"ANGLEi.;';•' .•':;.', SCALE: 2'x3"x0.125"ANGLE'; .. -• - SUPPORTING SHUTTER TRACK PACE DESCRIPTION:. . . , . : . r.. . .: OF 2"x3"x0.25"ANGLE. TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT i 3 OPTION 1 4 OPTION 2 VERT SECTION 14 N.T.S. VERT SECTION fL.ti 14 N.T.S.