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HomeMy WebLinkAboutAPPROVED FL.PA.6.8 Accordion 4/16/2021 Florida Building Code Online FLOPIOA OVARTMENT OF Li iYl ait ProfessionalBusiness & Regulation r BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search bpr Product Approval` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail OFFICE OF THE FL# FL13757-R8 SECRETARY Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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 R8 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9SbsPQkGl4OsUzf7RmFdsOA%3d%3d 1/2 4/16/2021 Florida Building Code Online FL13757 R8 Equiv EQUIV123.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/03/2021 Date Validated 02/05/2021 Date Pending FBC Approval 02/10/2021 Date Approved 04/13/2021 Summary of Products TU# Model, Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R8 II DWG1.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R8 AE 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 R8 II DWG2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawings for allowable span/pressure FL13757 R8 AE EVAL2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R8 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 R8 AE EVAL3.pdf anchorage,etc. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® ILI ® Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9SbsPQkGl4OsUzf7RmFdsOA%3d%3d 2/2 6 . 8 ACCORDION SHUTTER FRANK BENNARDO,PE PE#0046549 CA#9885 r-- 1 FOR USE WITHIN AND OUTSIDE THE HVHZ 01,127f2021 TABLE 4 TABLE 1 TABLE 2 MINIMUM SEPARATION FROM GLASS ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS TABLE 3 NON-HVHZ N FOR USE WITHIN THE HVHZ FOR USE WITHIN THE HVHZ ALLOWABLE SPAN SEE NOTE 3 BELOW Z II SCHEDULE HVHZ HVHZ MINIMUM SEPARATION MINIMUM SEPARATION o w f 1 0 0 POSITIVE POSITIVE WIND HVHZ FROM GLASS NON-HVHZ FROM GLASS �T w M uii O WIND LOAD LOAD WITH NEGATIVE POSITIVE POSITIVE uj J `^ U U_ 9,wui DESIGN WITH CENTERMATES WIND LOAD DESIGN SHUTTER INSTALLATIONS INSTALLATIONS DESIGN SHUTTER INSTALLATIONS INSTALLATIONS W � " a w WIND UNIMATE 29 PRESSURE SPAN POSITIVE AND � ALL <_30'ABOVE >30'ABOVE DESIGN PRESSURE SPAN <30'ABOVE >30'ABOVE � _ S'w a NEGATIVE WIND Z w w U ��x LOAD(PSF) 30 MOUNTING (PSF) WIND (PSF) GRADE GRADE O � z O OR 31 & 32 GRADE GRADE LOAD ALL rn nn Q -..w CONDITIONS" (IN.) (IN.) LOAD MOUNTING (IN.) (IN.) UY Q w W z OR 33 & 34 (PSF) CONDITIONS" Z a z 23.9 156" 156" 156" 29.3 156" 5.7" 3.5" 60" 3.1" 1.1" U Ll 0'N 0 �^z w 60" 3.0" 1.1" 50.0 156" 99" 3.1" 1.4" _, w z 25.0 154" 156" 156" 30 L) - @ 0 99" 3.0" 1.5" 55.0 155" 120" 3.1" 1.9" 30.0 147" 156" 156" 30 w a z 35.0 142" 150" 156" 120" 3.0" 1.9" 60.0 148" 156" 5.8" 3.5" U7 w F w 156" 5.7" 3.5" 65.0 143" 60" 3.1" 1.V. 0 LU 40.0 137" 145" 156" 0 0 60" 3.0" 1.1" 70.0 137" 99" 3.1" 1.5" LL 45.0 133" 141" 156" 99.. 3.0" 1.6" 75.0 133" 108" 3.1" 1.8" 50.0 129" 137" 156" .0 128" 40 120" 3.1" 2.2" 0 108" 3.0" 1.8" 80 55.0 126" 134" 155" 40 132" 5.81, 2.7" N 60.0 124" 131" 148" 120" 3.0" 2.2" 85.0 125" 65.0 121" 129" 143" 132" 5.7" 2.8" 90.0 121" 156" 5.8" 4.3" Ln m 70.0 119" 126" 137" 145" 5.7" 3.5" 95.0 118" 60" 3.1" 1.V. m LL 60" 3.0" 1.1" 100.0 115" 99" 3.1" 1.7" 0 75.0 117" 124" 133" J N 99" 3.0" 1.7" 105.0 112" 108" 3.1" 2.0" LL 80.0 115" 122" 128" 50 a 50 108" 3.0" 2.0" 110.0 110" 120" 3.1" 2.5" n 85.0 113" 120" 125" w 90.0 112" 118" 121" cc 120" 3.0" 2.5" 115.0 107" 132" 5.8" 3.1" 3 z 137" 5.7" 3.5" 120.0 105" 156" 5.8" 5.2" 2 ,- O cn 95.0 110" 117" 118" } a " Q om 0 100.0 109" 115" 115" 60" 3.0" 1.2" 125.0 103" 60" 3.1" 1.V. a�; O m .2 130.0 101" 99" 3.1" 1.8" 1� a'� � M `0 105.0 107" 112" 112" 99" 3.0" 1.9" ❑m m J a 60 108" 3.0" 2.2" 135.0 99" 60 108" 3.1" 2.1" a z Q 110.0 106" 110" 110" DO e z cc 131" 5.7" 3.5" 140.0 95" 120" 3.1" 2.7" o U -, 115.0 105" 107" 107" c 2:120.0 104" 105" 105" 60" 3.0" 1.2" 148" 5.8" 5.0" [__ 0 125.0 - - 103" 70 150.0 89" 60" 3.1" 1.1" LNLI w 84" 3.0" 1.5" 130.0 101" 99" 3.0" 2.0" 84" 3.1" 1.5" o 135.0 99" 126" 5.7" 3.5" 160.0 83" 70 99" 3.1" 1.9" Q O g 2 140.0 95" 60" 3.0" 1.2" 165.0 81" 120" 3.1" 3.0" v m N 145.0 92" 84" 3.0" 1.7" 170.0 78" 137" 5.8" 4.5" m 150.0 89" 90 99" 3.0" 2.3" 175.0 76" 60" 3.1" 1.2" v 155.0 86" 118" 3.5" 3.5" 180.0 74" 84" 3.1" 1.6" a 160.0 83" 60" 3.0" 1.3" 185.0 72" 90 99" 3.1" 2.2" 165.0 81" 84" 3.0" 1.8" 190.0 70" 120" 3.7" 3.6" E 170.0 78" 110 99" 3.0" 2.5" 195.0 68" 121" 5.8" 3.7" 0 175.0 76" 110" 3.3" 3.3" 200.0 66" 60" 3.1" 1.2" 180.0 74" 60" 3.0" 1.3" ** 84" 3.1" 1.8" N � o w FOR BUILDOUT MOUNT MAXIMUM 110 2 185.0 - - 72" 120 84" 3.0" 1.9" 99" 3.1" 2.5" o N r SPANS AND PRESSURES, SEE 190.0 70" 105" 3.1" 3.1" TABLE C ON SHEET 6/13 110" 3.3" 3.3" p N v 1 oo=p 195.0 68" 60" 3.1" 1.2" p a ** FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES SEE = m m m � m o 200.0 66" - � � 84" 3.1" 1.8" 2 TABLE C ON SHEET 6/13 120 991, 3.1" 2.6" z LL LL u- U u- - x z z� c 105" 3.1" 3.0" ��ow TABLE 1 AND 2 NOTES: TABLE 3 AND 4 NOTES: 3 1= m 1. HVHZ: DEFINED AS MIAMI-DADE COUNTY AND BROWARD 1. NON-HVHZ: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND w` 1.1010 BROWARD COUNTY FLORIDA. a t - a COUNTY FLORIDA. z Z o�= 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN 2. DESIGN PRESSURES SHOWN IN "ACCORDION SHUTTER SPAN SCHEDULE" ABOVE ARE a o a =� N SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE DESIGN �rti] Tm MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. Y w w w m K K U U N 3. SEPARATION FROM GLAZING IS NOT REQUIRED IN WIND ZONES 1-3 UNLESS LOCAL a m m PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. w z z LL o 0 3 MUNICIPALITY ADOPTS ADDITIONAL CRITERIA. � w w N 3. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND w _ o _pro U OUTSIDE OF THE SHUTTER BEING REVERSED. FOR EXAMPLE: 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER z N N N m~ IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEING REVERSED. FOR EXAMPLE: IT IS PERMISSIBLE TO MOUNT TO A WOOD OR COPYRIGHT ENGINEERING EXPRESS 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 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED. FOR SPANS SCALE: - o AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE BETWEEN THOSE INDICATED ABOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER PAGE DESCRIPTION: HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN SPAN SHALL BE USED. E PRESSURES ARE AWAY FROM THE HOST STRUCTURE. VISIT ECALC.I0/26156 m In 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT FOR SITE SPECIFIC DEVIATIONS IOF PERMITTED. FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION &MORE INFORMATION ABOUT THIS DOCUMENT ills THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL OR SCAN THIS OR CODE NBE USED. I VISIT ENGINEERINGEXPRESS.COM/STORE ■ �rlulll n FOR ADDITIONAL PLANS,REPORTS&RESOURCES N O FRANK BENNARDO,PE PE#0046549 CA#9885 01,/27,(2021 0 N O W re) O 2: F_ m QUO W rn U) GENERAL NOTES: LL �` a W ° = _Wa 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING VARIES - N❑ LIMIT W W v �"x CODE SEVENTH EDITION (2020), FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE a Q w oLu ZONE, AND THE INTERNATIONAL BUILDING CODE (IBC) AND INTERNATIONAL RESIDENTIAL CODE o r m o z 3 (IRC). THIS SYSTEM MEETS MISSILE LEVEL "D". SEE PRODUCT EVALUATION REPORT FOR MORE �N p W INFORMATION. to.SECTION O r-1 _j " W W 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 TOP TRACK cn LL LL aW W REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA W BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE 0 CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. LL 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES 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 z PLAN LL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. Q J N 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND VIEW N LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD ANCHOR DESIGN. Q a 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR u,_ WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-16, A DIRECTIONALITY FACTOR OF Kd a o co"co =0.85 SHALL BE USED. Q M 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC D `~ a.a' M SITE. = LJ ❑a = m J a 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL J Qm e z - ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAMEID J PRODUCT APPROVAL. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 X OF THE FLORIDA ADMINISTRATIVE CODE. w Lu 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Lv o LL CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W o g VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. m N 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING N OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND BOTTOM TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION,. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. a 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM = INFORMATION: TOWN & COUNTRY INDUSTRIES L❑CKING MECHANISM SEE FORT LAUDERDALE, FL TYPICAL PLAN VIEWS 9LB MISSILE LEVEL D - ASTM E1886, E1996 & E330 N M m W � N TAS 201, 202 & 203 Q N N N O ti o o o \ FLORIDA PRODUCT APPROVAL NUMBER a a co ' _ TYPICAL ACCORDION =� U 13. KALL S.I XTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 25 = m m m m SHUTTER ELEVATION " " � =k a w 14. ALL BOLTS AND WASHERS (EXCLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A 3 Z Z m3 m MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 o Y Y Y u ALUM. ALLOY. N.T.S. LL72 m 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR W laa w BOX LOCK AT CENTER OR SIDE CLOSURE. a woo 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. o o a Ewa 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". m Elf0 0 m w 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. w w w m m a of b 20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE COPYRIGHT ENGINEERING EXPRESS ABOVE-NOTED BUILDING CODE 22. THE 6.8 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: — 0 BACK OF THE SLAT FACING OUTWARD. FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN PAGE DESCRIPTION: PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND E NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. lz 23. SHUTTER MAY BE INSTALLED WITH UP TO (2) ADDITIONAL BLADES OF SLACK OF N 1_J O N r N O FRANK BENNARDO,PE PE#0046549 CA#9885 2.874" PROJECTION VARIES 3,610" 1.994" .115" 4,874' MAX, 068" • 068" 2.782" 1,907' .997" 1.825" 1.908" 01��271�?�21 1.825" 1.825" c 125" 1.825" 1,706" c • • 143' 143" " o cu � 068" 143' c 0 1.708" 100" 1,708 " c�u Ln 100 1.708" '[100" In 100" 1.708" 099" 195" 195" 195 C14N 143' 143 ' 195" 11 96" .195" 100" 195" .143 'in • • o N F m .068" am ,0 • o u7 o o o (LJ CU o rn 0� M o In - ,0 (1J W M p� N (Ll N cu--! 0 6 2' o_ M �u o 062' 062' 095" 062 „ ? N ` 30I,I ff1c-o 6 2 '.630 ' .200' L069" LL(n Ln 1.510" 062" rO62. 62" .200" .062" 630" 62" 200" 6 �f 200 608" 630` .588" " 1,510" w U x069 1.250" 971" a -?w��V6 971" 971" 095" 1.708" .095' 1,069" 2.822" 2,728" a w o W cD 2,748' o m w z 1.2 0" 1. 0" 1.250" 1.200" 095" 971" 030" N w 3 5.745" M X. 5.745" MAX. 3.610" r z w �'� w w z LITE 2-LEG WALL L z" O WALL O BUILD OUT WALL O HEAVY 2-LEG WALL O O HEAVY HEADER/SILL O LITE HEADER/SILL cn Lu W W SCALE: HALF SIZ SCALE: HALF SIZE 3 SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE c ~ 0 J LL WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS N N 2.655Ln LL 2.655" 1,825" 875" 2.195" 1,230' 0 1.825" 2.195" ,510" � LL 588 1.583" o - 2,655" 2,365" 600 .510" oFT .510" .460" }� � u, 1 �91 .085' o 0 � N i", = a 1060 I I 10 ' �i rnX co I I U7 X Nrn` O M a 400" ^� 90, co m I ,-1 M o a in L, 895" I ❑a m in ni N 621" 110� cu Ian I,105" co o � " I in x u� _ a 'w 0 105 N I 831" 105" ai TYP M I Ri 060 N M -� v J r. o TY I .105" 1.230" 1,069" 621" } o 621' .875" TYP. 3.635" - - - -� 781" 1 wo 1.985' 1 LL 2.300" .250" 4.510" L 2,195 4.510' 2,195" 0 4,510" ¢ g ID O SILL Og SILL ADAPTER 1 p EXTENDED SILL ADAPTOR S MID SILL 12 MID SILL ADAPTOR v o SCALE: HALF SIZE Og EXTENDED SILL SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE a SCALE: HALF SIZE SCALE: HALF SIZE a` 1.994" E 0 4.603" 30.225' 314" 997" 1.825" 4.140" 143" 143" w � � o 325" 1.708" o _ 043" a � Cj5-° 060 .195" N o 0 .2�8" �29 " .150R � � N � a � �054" 022" 143m LL + p. = mmm m N 1.625" 069" Q LL LL LL 0 3.410" 062' z ok=- 1,721" JJ J > > u mo ,133" pYY Y � 2' U z zo 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER 6 2 '.630 ' zoo o 062" w SCALE: HALF SIZE SCALE: HALF SIZE 130" 0 2" ~ woo in 1.250 .971" a M t0 N 2.822" o o 16 RADIUS CEILING HEADER/SILL W W m m m SQ " o F- F- HE 4.510 a � z z LL � a w W W V N 00 o,•v O SCALE: HALF SIZE Z - ,310" a, 4.102" L63]0' cu COPYRIGHT ENGINEERINGEXPRESS .227" (I?Z. ,080" 054' 20-26156 SCALE: - U PAGE DESCRIPTION: 14 CEILING HEADER/SILL 15 6.8 STACK/CONECTOR SLAT/BLADE SCALE: HALF SIZE of a SCALE: HALF SIZE O N r N O FRANK BENNARDO,PE .3750 PE#0046549 CA#9885 1.950" .125" 2.018' #10-24 THUMB STAINLESS STEEL ".280" 510" o SCREW 4Z ASSEMBLY m 01f 27)(2021 F o o 3200 HOLE ❑ co w o ` . O ul w r O O o o N (A NYLON Ln u p o ni 062' w 050" WHEEL o Q 1.100" .240" o (14 w �'') o 71 ui~ M vU 5" MAX. TYP. AT EVERY OTHER U� 91N w �WLn 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. 870 U- °�w 0 2�3Xct� 1 g ANGLE SCALE: HALF SIZE ®3 AND ® ONLY CYLINDER-SOLID BRASS,NICKEL PLATED w w U x SCALE: HALF SIZE O SLIDE ROD 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED 'r Q w o W 21 SCALE: HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE OR THUMB o� m o z m SCALE: HALF SIZE TURN OPERATED INSIDE. N 0 w 3 NYLON WASHER C9 OR ALUMINUM p*� J r w w _ ,250" 23 BRASS PUSH LOCK " w _ z o (NYLON BUSHING OPTIONAL) SCALE: HALF SIZE (�!1 w W w .357" p1 2.642" w OUTER SCREW ANY #14 'PS SS' 4.000" LL SS (ANY LENGTH/HEAD 276 �O. 500" 2.405" STYLE) + 2.216" 14 x 2-3/4" 410 HT S.S. co o SCREW W/ 00 ,062' Ln U INSERTS TIC ULTRACOTE COATING N o � + m INTO 2,250' 1.1001, re) N TRACK (TYP TOP & BOTTOM) * 1 5" o o m ui 0 N ,154" ,137" u� .250" 125' `� a NYLON BUSHING W/ WASHER: N N N r; 7/16"0 x 1/2" (a INTERIOR JOINT TOP ~° 224" 7/16"0 x 1" (la INTERIOR JOINT BOTTOM � �� EITHER CAN BE USED ON EXTERIOR 26 BOX CENTER INSERT 2,750" 2,000" ur �-a ol a roi SCALE: HALF SIZE °' cw 0 IM 24 BUSHING ASSEMBLY DETAIL .190" 125" a 27 RAINGUARD 28 DECORATIVE FLOOR TRACK a-a m SCALE: HALF SIZE " SCALE: HALF SIZE SCALE: HALF SIZE 34 INSIDE CENTER MATE Cm e z w a 1.978 2.125" SCALE: HALF SIZE U J 623" 236" 1,742" 286" 1,603" 2.702" F o 1,710" 1.224" ,267" _ w W 1,110" 2.465 o U- 443" ,443 " m °� 2.289" 2„ v 1.084" m � 090 m o c� 00 1 ,26 1.625"� o g N o 00 u7 284 `-� L �` 1.200" 0.050" ON v � N o m o Q6, o o ao 1.100„ 1 0.125" a Tl. 8 + r, ni 0.nJ a 85" cd . 02 rl" Lo r, r-LOv LO oJ O 00 OD L496" 3,443" 1,758" nJ 0.085" ° 3,476" + + .125". 125" in 160" 1,001" a � --222#a-- 062" 176" `" a a ox o '3 062" i0 oNN � � o \ =paLL 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 40d ALT. 1 OR 2 END STRIP o SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE " Y m m m J m z a �o " SCALE: HALF SIZE = J J J U J N =Q ==o x U � � � U W a - w *.062" z z m3=z 7/16"0 STAINLESS o Y Y Y � 01 u Qo=o f STEEL NUT NOTE� ENDS RIPS SHALL TBECREWS FOR #0 TORX 5,500" x 13/16" WIDE 400" ,. LLo W �a�a HEAD STYLE VARIES w OR PHILLIPS DRIVE SCREWS, N awos T 30 � , M HAND-TIGHTENED ONLY. Z Z o 38 THUMB SCREW 40b a Qa U i SCALE: FULL SIZE 250" w r00i " 1/4-20x1 OR 5/16-18x1 0 a w w - ii N MACHINE SCREW STAINLESS - (h - C:D 5/16"0 INTERNAL STEEL . � . � �ai 0D COPYRIGHT ENGINEERING EXPRESS r. ,188, THREAD o a,x a` m TYP, 37 T—SCREW INSERT o r- W �' 20-26156 4,500" 689# POWDER COATED, ZINC DIE-CAST SCALE: FULL SIZE nJ v 1,050" cu SCALE: - ° SECTION A a PAGE DESCRIPTION: E DELTA MODEL 2022 36 T—LOCK ADAPTER °' � ,254" 40a 40b 40c _ INDUSTRIAL SYSTEMS (OPTIONAL) �7,000� r` o - 35 BOX LOCK SCALE: HALF SIZE N "' END STRIP 1" SCALE: HALF SIZE 39 2X7 ANGLE 2" & 3" EXT d k SCALE: HALF SIZE o� ,125" SCALE: HALF SIZE N O FRANK BENNARDO, PE PE#0046549 CA#9885 &IN TENER Cal 18" O.C. EXISTING GLASS T. EXISTING GLASS ANY ANCHOR SHOWN EDGE CHOR SCHEDULE). DIST. 01 /27 (2/ �021 J NZ = Q'uj�'N EMBED SILL (INTERIOR) 7 w=000w ALT. DIR CTION N N o NEMBED. wc=i�mo OF ANGL LEG II II o wr (NNO(N (INTERIOR) 17 .. ... ..... .. ............: w MI 0.062" THICK 6063-T6 �g ~ m ro o U ui� J ��U A UM. ANGLE 1" x 1" MIN. rn E �� ��� EDG ..' 0 2" x 5" MAX. (ANGLE LEG 33 4 29a 29b W oL 2 M a Ln x DIST. AY BE REVERSED) Z� ww u °max 29 �> _zW 38 ASTENER Cal 18" O.C. (USE ANY 13 15 c�a Q w o w ANCHOR SHOWN IN ANCHOR 13 �( o m 3 13 13 13 ui 13 SCHEDULE, 1" MIN. EDGE DISTANCE). TO 1 & 38 23 29a 29b Z'` a N 0 29 #12 x 1/2" GALVANIZED BOTTOM (EXTERIOR) o ^�z 6.80" (TYP.) INT02CENTERMATES�1/3 u�U� o� W w o OR S.S. SMS, 3/16"0 ALUM. 1/4-20x1 THUMBSCREW INTO POP RIVET, OR 1/4-20 TO 2/3 SHUTTER SPAN RECEIVING HOLE to tY W w (EXTERIOR) SHALL BE 3/8" w N THREADED HOLE. LOCATED Cal MACHINE BOLT & NUT M 1/3 SPAN TO 2/3 SPAN FROM Cal 18" O.C. MAX WIDTH, w TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES TO 1" HEIGHT.. 0 SCALE: 3" = 1'-0" <- 8'-3" USE TWO THUMBSCREWS MULTIPLE SHUTTER ASSEMBLY ON BLADES > 8'-3", ONE Cal 1/3 SPAN SCALE: 3" = 1'-O" N AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR OF BLADE, TYPICAL. FOR LOCKING CENTER MATES Ln USE (1) BRASS PUSH LOCK SHOWN ON RANDOM LL m OR (1) 5/16-18 THUMB SHUTTERS, A BRASS PUSH LOCK 23 SCREW MAN 0 THREADED MAY BE SUBSTITUTED. WHEN USED WITH DETAILS INSERT AT 1/3 SPANLL CENTERMATE #29 AS SHOWN, RECEIVING SEE END STRIP SCHEDULE a TO 2/3 FROM cn BOTTOM OF SHUTTER. 30 HOLE FOR THUMB SCREW MAY BE 7/16" �WoN FOR MAX.SPAN WHEN $ RECEIVING HOLE SHALL BE U) 'mod 3/8" MAX WIDTH, UP TO 13 WoCa J USING 40a,40b,40c OR o R 0 co 1" HEIGHT. 30 w=oa 5 of o 40d N a0 oM o `0 p a m J a END STRIP SCHEDULE 40 USE APPROPRIATE zm z w STARTER STRIP TO U J - - - 1"B/O(2.7")F72 08" 40 BUIOLDING CONDIVIDE TIONSOR F- 13 1001, 40 W 094" 80" 40o Q (INSIDE) 75" v FASTEN STARTER N s2 83" ALTERNATE END STRIP DETAIL STRIP l" TRACK W/ a ZNZZ�„ 3"B/O 4.7" 62 86" 2/#10x1" SCREWS O C-DU5-i o_ ( ) AT CORNER SCALE: 3" = 1'-0" 13 W=tea J I 82 74„ (HAND-TIGHTEN ONLY). a 000ao 62 1101, ANY TRACK NNuj=oui ALT. B/O 72 102" W/SCREW BOSSES. W I 40 82 951, 0 p SILL 112 81" U7 I 0 I LLJ 132 75" w � � �2 � � � so 1.5"x3" 45 93" EXISTING GLASS52 87" x0.093" a N NN N a 10 - a 13 ANGLE 57 83" o a a �.2 60 81" YmmmJmz w= 30 64 78" zv,?z�„ USE (1) BRASS PUSH LOCK U U 0� ��=o = J J J � J > o0 a I USE (1) BRASS PUSH 70 75" c'J�oN OR (1) 5/16-18 THUMB (INSIDE) Z =G-a x LOCK OR (1) 5/16-18 W��¢¢ z z m3�- o THUMB SCREW INTO 30 13 73 73" 000¢� SCREW 0 THREADED m J J J =a THREADED INSERT 37 2"x3" 45 139" w= ao INSERT 37 AT 1/3 SPAN SILLo Y Y Y u000 AT 1/3 SPAN TO 2/ x0.125" ``'"� TO 2/3 AN FROM 3oL 52 129" �'°'oN BOTTOM OF SHUTTER SPAN FROM BOTTOM OF (OUTSIDE) ANGLE 57 123" � ¢ w SHUTTER. RECEIVING 60 120" ¢ w�= T HOLE SHALL BE 3/8' Z Z o w a MAX WIDTH, UP TO 1" 23 70 1116" o o ? zwa HEIGHT. 73 109" Y w w w m - w U - 2"x4" �4 45 145" a Z Z m m o TYPICAL OUTSIDE CORNER CLOSURE - - - - - - xa125° 52 135" 35 30 � z - - d171 U N N N o 57 129" ODETAILS WO/CORNER POST ANGLE 60 125" 13 3Q coPYRIGHTENGINEERINGEXPRESS NTS 13 64 121" 15 13 23 70 116" 31 32 (OUTSIDE) 20-26156 SILL 73 114" I SCALE: - 0 FOR GREATER SPANS OR LOADS USE (1) BOX LOCK AT 1/3 PAGE DESCRIPTION: 0 THAN SHOWN IN END STRIP SPAN TO 2/3 SPAN FROM _ E SCHEDULE,END STRIPS REQUIRE A BOTTOM OF SHUTTER _ z N z z 1"Xl".090"CLIP ANGLE MID SPAN O TYPICAL INSIDE CORNER CLOSURE c�MF� USING ANY ANCHOR ON THE °F w ¢`9 ANCHOR SCHEDULE&#14x3/4"TEK u CC2 DETAILS WO/CORNER POST o�u- SCREW ORI/4-20 BOLT TOEND MULTIPLE SHUTTER ASSEMBLY 21 NTS N N o N STRIP. SCALE: 3" = 1'-0" w N O FRANK BENNARDO,PE 2 FASTENERS ALUM. TUBE PE#0046549 CA#9885 EACH ANGLE 6063-T6 ALLOY - C2 CONNECTION TYPE SEE TABLE A FOR SIZE. REFERENCE ANCHOR EXISTING / SCHEDULE FOR MAX. STRUCTURE �7 1" x 2" x 1/8" SPACING MA 01� 27� ��21 OR 2" x 2" x 1/8" " C1 CONNECTION TYPE 1/4-20 MACHINE BOLT ALUM. ANGLE ° REFERENCE ANCHOR ® W/NUT dal 12" O.C. OR SCHEDULE FOR MAX #14 SMS @) 6" O.C. THREE 3/16"DJ 13 r1 �D ALUM. ° I SPACING 1/2" (TYP. TOP & BOTTOM) 1..� O ry OR POP RIVETS ° 17 I Y; �� I ALTERNATE THRU BOLT 1/ Z° w rmi �°o THREE #12 SMS, 3/16"0 ALUM. POP C1 CONNECTION TYPE w F 8OR ^ O" ui~ _j �U)U TYP 17 RIVET OR #12 SMS REFERENCE ANCHOR oo ORlc�10� LLI1U1 � w �Ln TABLE A (cc3) 18" O.C. (TYP.) SCHEDULE FOR MAX. w o �Lu Wu 0 2 �W� LL a W // SPACING SEE DESIGN cc Za F w U z x PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR t III I FOR FOR MN.SCHEDULES p =m �Q Q w o w c� 2"x2"x1/8" 3"x3"x1/8" w u o [o W m PSF No B/O No B/0 FEMALE LOCK-SLAT) F- u N� 7� LL,, � SEPARATION 13 u � q z TO GLASS Q Z o N z w 62 130" 188" 13 L _ GLASS I iw Q w U W z 72 124" 179" �:' - / OR DOOR to N 0- J w ¢z CC3 TYPICAL CORNER CLOSURE DETAILS , x m cn F W 82 119" 172" NTS � _ � � XF_ wF- O w 92 114" 165" ALLOWABLE SPAN ��TF'QiVgT� ^ Z F- LL 102 110" 160" SCHEDULE FOR F �OR 6 OR w TABLE B (cc4) ALTERNATE THRU BOLT BUILDOUT MOUNT J = 150 104" 147" C5 CONNECTION TYPE (DETAIL F) 0 V) OR N N 150 97" 131" PRESSURE VS ALLOWABLE LENGTH REFERENCE ANCHOR p - \ 200 2"x2"x1/8" 3"x3"x1/8" SCHEDULE FOR MAX. MAX MAX w p u^i U 88' 114" SHUTTER DESIGN n m PSF WITH B/O WITH B/O 1/4" MAX. FROM PIN m LL SPAN PRESSURE C1 CONNECTION TYPE 1 N 62 113" 166" +/-30.1 PSF REFERENCE ANCHOR GUIDE TO BUSHING 125IN. SCHEDULE FOR MAX. r- -1 WASHER (TYP.) a � 72 107" 157" 1211N. +/-31.1PSF SPACING 118 IN. +/-31.9 PSF z 82 101" 147" II I I *� w �a t 1151N. +/-32.7 PSF --_J 14x3/4" SMS (a) 9" O.C. �r1 0 p rn 92 95" 139" --- ANGLE TO TUBE CONNECTION � �-a a o a 112 IN. +/-33.6 PSF / N cn O m 102 90" 132" EXISTING �.� 2 110 IN. +/-34.2 PSF 2" x 2" x .125" am m 120 83" 122" 1071N. +/-35.2 PSF CONCRETE, EMBED. 6063-T6 ALUM. TUBE 5 _ Q BLOCK OR _m z ro 150 74" 109" 105 IN. +/-35.9 PSF 5 CONNECTION TYPE o u J 200 64" 94" 1031N. +/36.5 PSF WOOD FRAMING REFERENCE ANCHOR o o SCHEDULE FOR MAX. 1-1/2" MIN. FOR CONCRETE 101 IN. +/-37.3 PSF SPACING w W OR BLOCK AND 3/4" MIN. 99 IN. +/-38.0 PSF LL FOR WOOD 951N. +/39.6PSF Cb ALTERNATE BUILD OUT MOUNT SECTION a CD C g 92 IN. +/-40.9 PSF FASTENER dal 18" O.C. SCALE 3"= 1'- 0" -m N (USE ANY ANCHOR SHOWN 891N. +/-42.3PSF N IN ANCHOR SCHEDULE). 86IN. +/-43.8 PSF 83 IN. +/-45.4 PSF a 81 IN. +/-46.5 PSF 78IN. +/-48.3 PSF w w m 76 1N. +/49.5 PSF 13 FQ o ..,..::..< 7..:...:.., 74IN. +/-50.9 PSF F H p 3/16 RIVET OR #12 2" x 2" x (n N 721N. +/-52.3 PSF N� w N M n o 0 090" 6063-T6 APPLICABLE AT TOP � - SMS 18" O.C. OR 701N. +/53.8 PSF AND/OR BOTTOM X= o N o - �° ALUM. TUBE TYP. uj a N N N o o Z: 1/4-20 NUT & BOLT 17 0 68IN. +/-55.4 PSF N a -0 'D 2 (TYP.). 3/16"0 ALUM. POP Noz 66IN. +/-57.0PSF 2" OR 3' z RIVET OR #12 SMS ALUM. TUBE c�i"F w w m m m m U m � woo off= 6063-T6 ALLOY Ala 18" O.C. (TYP.) W oar p� w 1 u z �= o a 2" x 5" x 1/8" ""a SEE DESIGN w F j m 2" x 3" x/$" x Z z z =G " SEE TABLE B w W SCHEDULES F O CONTINUOUS OR 2" x > > mF o 2 FASTENERS x CONTINUOUS 'y" y FOR FOR MIN. F MC)p 1/2" MIN. J J J > > m rot FOR SIZE. 13 w i o Y Y Y U F o w EACH ANGLE SEPARATION O N 2" x/8" x CONTINUOUS 2.175" ALUMINUM ANGLE _ 1" x 2" x .093" INSIDE TO GLASS = Z u w 6061-T6 ALUMINUM OPTIONAL ANGLE N 6063-T6 ALUM. THREE 3/16"� ALUM. 17 ORIENTATION TYP. 17 GLASS N m ANGLE 1' F �n�W T ANGLE, TYP o POP RIVETS OR OR DOOR Q a Q Q Z Z o twos 17 THREE #12 SMS, TYP. O o., a O - -,twa o u N ANGLE FASTENED TO > > ` o 0 1" x 2" x 1/8" u 0.9' MIN. THICK 6061-T6 Y w > > U EXISTING 3 KSI 2"CONCRETE HOST 0 U m OR 2" x 2" x 1/8" ALUM TRACK FASTENED a m m ti 13 ALUM. ANGLE WITH TO ANGLE WITH 1/4-20 Z U U o N o USE MALE OR FEMALE STRUCTURE 1416 MACHINE SCREWS AT 3" Imo LOCK-SLAT) w 5 6 C4 CONNECTION TYPE Y4"O DEWALT ULTRACONS FROM ENDS AND 9" O.C. COPYRIGHT ENGINEERING EXPRESS 13 13 EO. REFERENCE ANCHOR (OR MILLENIUM MILLFAST FOR THE BALANCE 20-26156 w SCHEDULE FOR MAX.W. T&C ULTRACOTE)AT 3" 2-1/2" MIN. SPACING FROM ENDS AND 4" O.C. EXISTING CONCRETE SCALE: - #12 x 1/2" GALVANIZED (OUTSIDE) EDGE DI T FOR BALANCE WITH 13/4" HOST STRUCTURE (3000 PAGE DESCRIPTION: E OR S.S. SMS, 3/16"0 ALUM. MIN EMBEDMENT AND 2%z" PSI MIN) CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET, OR 1/4-20 SIDE CLOSURE OPTIONS MIN EDGE DISTANCE, EXISTING CONCRETE, rn SEE TABLE C FOR MAX SPAN AND PRESSURES of M o NTS MACHINE BOLT & NUT SCALE: 3" = 1'-0" BLOCK OR WOOD FRAMING STAGGERED WITH 3" MIN. (7a 18" O.C. N SPACING,TYP. EE INSIDE SILL MOUNT SECTION O SCALE :NTSMOUNT N SCALE : 3"= 1'- 0" 0 FRANK BENNARDO, PE C5 CONNECTION TYPE PE#0046549 CA#9885 REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE i i 0 o d n SPACING 5" MAX. 1/4-20 MACHINE BOLT 01,127/i2021 GLASS a a w } GLASS - Cl CONNECTION TYPE OR DOOR w ou u " OR DOOR w w -i m REFERENCE ANCHOR 19 W/NUT Ca 12" O.C. OR F- u to w ❑ ❑ SCHEDULE FOR MAX. #14 SMS Cal 6" O.C. m SEE DESIGN 0 = ❑ a Q Z w o SPACING (TYP. TOP & BOTTOM) = w Q a SCHEDULES 13 ❑ N = /2 ,,nn SEE DESIGN 13 V) w a 0 OR FOR MIN. Z u w 1.�1 0 � SCHEDULES X N Lu SEPARATION 0 0 Ln J � 't 1/4"-20 THRU BOLT W/ w #12 x 1/2" SMS 12" O.C. Z ❑ Z m w FOR FOR MIN. Q =a � C� TO GLASS X � ^^ o � �'') o� LOCK NUT Cad 12" O.C. OR E w m OR 3/16"P1 ALUM. POP Q w a Q Q 0 to 8OR ORlb10� �r^ m uo SEPARATION J O < ❑ rl YJ w F cr)y u #12 x 1/2" SMS Cad 12" O.C. E.S. TO GLASS Z RIVETS Cad 6" O.C. OR 1/4"0 � `� vai ``' ❑ �16/ W �� � WOR 3/16"0 ALUM. POP = uLL �Ln RIVETS Cal 6" O.C. E.S. _j = ALUM. POP RIVETS Cad 12" O.C. Q w W'11 0 = x w� OR 1/4"0 ALUM. POP RIVETS / N 11 AND 20 SEE DESIGN a ~ � m Z� F j U �z x 12" O.C. E.S. 1/4" MAX. FROM PIN 1/4" MAX. FROM PIN 13 Lu w ~ a rr wow cu �° ASSEMBLY SCHEDULES w > > UI a a Q 1/2" 1/2" TYP. GUIDE TO BUSHING FOR FOR MIN. Ln _ ❑ 0 0 m w 09 AND 10 GUIDE TO BUSHING WASHER (TYP.) 0 w Zk 0-� w WASHER (TYP.) o SEPARATION = = Z u rV ( ASSEMBLY mF GLASS TO GLASS 10 w LUUJ 0 J ^iz w / 1/2' 1/2" TYP. EXISTING CONCRETE, = 4 CONNECTION TYPE OR DOOR 1 Z Q m 0 w @ z 0 o BLOCK OR WOOD FRAMING "' X Z LL_ 2 z 0 w EDGE REFERENCE ANCHOR Q J a Q Q ce ¢W m / - SCHEDULE FOR MAX. z 0 a ~ w 3 CONNECTION TYPE DIST. cn o Lu REFERENCE ANCHOR SPACING AS SHOWN / EDGE SCHEDULE FOR MAX. L-C4 CONNECTION TYPE IN DIAGRAM ON PG. 10) Q � / DIST. REFERENCE ANCHOR SPACING AS SHOWN w SCHEDULE FOR MAX. / LD 3 CONNECTION TYPE IN DIAGRAM ON PG. 10) 0 N REFERENCE ANCHOR SPACING. ALT. FASTENER ❑ oOR(-6)-OR EXISTING CONCRETE, LOCATION. FRONT AND - N 18 SCHEDULE FOR MAX. BLOCK OR WOOD FRAM I BACK ANCHORS NOT REQ'DR 1/4" MAX. FROM PIN U) m / SPACING. ALT. FASTENER WITH THIS LOCATION ClCONNECTION TYPE 2 E� r" \ GUIDE TO BUSHING m / SPAN LOCATION. FRONT AND \ REFERENCE ANCHOR WASHER (TYP.) J / 1/4" MAX. FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 a PIN GUIDE TO WITH THIS LOCATION SCALE : 3"= 1'- 0" SPACINGn 3 5 CONNECTION TYPE BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHORa a$ (TYP.) A SCHEDULE FOR MAX. a a ❑ \ SCALE : 3"= 1'- 0" EXISTING CONCRETE, SPACING �nQ Q `0 NOTE: FOR DETAILS A, B, D, AND E ON THIS SHEET, BLOCK OR WOOD FRAMING EMBED. ca tea' M o THE BASE TRACK MAY BE INSTALLED IN SECTIONS as m J a // WITH 1/4" GAPS, PROVIDED THAT EACH SECTION HAS CO BUILD OUT MOUNT SECTIONm z w TYP. BOTTOM A MINIMUM OF TWO SETS OF ANCHORS AND IS A w — MINIMUM OF 12" LONG. THE SILL OR CEILING TRACK EXISTING CONCRETE, SCALE : 3"= 1'- 0" u Q USED H THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVERT E GAPS BETWEEN SECTION 11 EXISTING w w EXISTING CONCRETE, STRUCTURE Z) BLOCK OR WOOD FRAMING EDGE DIST : Q CD J 4 CONNECTION TYPE FREFERENCE CONNECTION TYPE W/ EXTRUSION #2 EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. CONNECTION TYPE W/ EXTRUSION #1 REFERENCE ANCHOR Diu SCHEDULE FOR MAX. ANCHOR (D N SCHEDULE FOR MAX. m EQ. E SPACING HEDULE FOR MAX. O a SPACING AS SHOWN w " fa. ACING IN DIAGRAM ON PG. 10) 1416 U"R� a g 1/2" w 1/2" 3 4 w o to E a F_ w w ❑ GLASS w _J m a 9 w OR DOOR SEE DESIGN 13 ❑ a � o w = 0 w w N `00 L9 1/2" a SCHEDULES = ww � Jm Foci `� � an -- w w #12 x 1/2" SMS Cal 12" = EE DESIGN w ❑ = a N N N o o a ❑w a w O.C. OR 3/16"PJ ALUM. FOR FOR MIN. Z u w CHEDULES V) = 0 a o N o N - J m SEPARATION o uJ 13 o N �' a w > > a POP RIVETS @ 6" O.C. TO GLASS p m GLASS OR FOR FOR MIN. ❑ cn = - o X Z SEPARAT = Y m m m J m z w-o 2 _ 0 OR 1/4"0 ALUM. POP Q a Q Q DOOR TO GLASS V) F- Z u w x J J J � J � o� SEE DESIGN 0 0 F 0 � J Q LL 'L 'L u L� � SCHEDULES FOR 13 = = z _ RIVETS (a 12" O.C. ,� a z ❑ op z =G=a w GLASS v w urn X Z 3 z z mF�o m OR DOOR FOR MIN. � LqotnJ Q Ja < Q mJJ SEPARATION TO X z ❑GLASSz m o a F- o Y Y Y rr rr u 1/4-20 S.S. MACHINE J u 0oo� Q w p Q O AND® 1/4" MAX. FROM PIN " 30 a Q w �:E SCREW & NUT (a " � TYP. WADSHER (E TO BYPHING ��=W w` v ASSEMBLY 1/2" 12" O.C. Q o LD N 00 a o W Q 0 w ❑ 1/4" MAX. FROM PIN > > 8. - X 1/4" MAX. FROM PIN = 4 CONNECTION TYPE w ❑ 1/2" Y w w w u Q GUIDE TO BUSHING w �O1 OR 2O WASHER (TYP.) 2 w w gym` N WASHER (TYP.) MEDGE REFERENCE ANCHOR Z Uj � N N o N�¢o XY/X� SCHEDULE FOR MAX. C2 CONNECTION TYPE W EXTRUSION 2 COPYRIGHT ENGINEERING EXPRESS EXISTING CONCRETE, IST. / c� F m BLOCK OR WOOD EXISTING CONCRE SPACING AS SHOWN 5 CONNECTION TYPE W/ EXTRUSION 1 FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG. 10) REFERENCE ANCHOR 20-26156 © OR REFERENCE ANCHOR SCHEDULE FOR MAX. 3" x 3" x 1/4" CONT. 4 CONNECTION TYPE #12 x 1/2" SMS Cad 12" SCHEDULE FOR MAX. SPACING SCALE: - 6063-T6 ALUM. ANGLE REFERENCE ANCHOR O.C. OR 3/16"PJ ALUM. SPACING. ALT. FASTENER EXISTING CONCRETE, PAGE DESCRIPTION: O• SCHEDULE FOR MAX. POP RIVETS 6" O.C. LOCATION. FRONT AND BLOCK OR WOOD FRAMING (MAY BE REVERSED �° BACK ANCHORS NOT REQ'D AS SHOWN DASHED) SPACING OR 1/4"k7 ALUM. POP WITH THIS LOCATION IOF o RIVETS Co 12" O.C. Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT N SCALE : 3"= 1'- 0" SCALE : 3"= 1'- 0" SECTION N SCALE : 3"= 1'- 0" LJ 0 FRANK BENNARDO,PE PE#0046549 CA#9885 SEE DESIGN SCHEDULES w EXISTING GLASS FOR FOR TO GLASS MIN. zp j a STRUCTURE ALT. LEG DIRECTION MACHINE O 1�/27�/2021 OR 13 0 0 • N (2) 6063-T6 ALUMINUM BOLT W/NUT DOOR w w r ANGLES PER BEAM END, (� 12" O.0 OR w 0 = ii I SIZE PER SPAN TUBE F- u N o 1/4"0 ALL :I SCHEDULE #14 x 3/4" Q Q POINTS SOLID ,I SMS 6" O.C. SPAN TUBE SCHEDULE «< 0 :'•�ice.-:; � Z 1�1 N = w Q 0 SET ANCHORS - SPAN TUBE NUMBER OF II o N w d J WITH 7/8" MIN. _ ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE Z N Vr z EMBEDMENT IN - - PER DESIGN ANCHORS PER 9 w rr) o� X 0 CONCRETE OR N ACCESS HOLE SCHEDULE TUBE SHUTTER ANGLE �� m u o SPAN THRU-BOLTS LENGTH w N BLOCK, 3" MIN in SIZE SPAN v J U)u 0 w SPACING AND TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM WU 2 D w M u ui Z F- 3" MIN EDGE TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE Wu w a w iv w p DISTANCE. - - - w Z O = XL a J = X a Z J 2"x5"x 60" 123.8" 135.2" 2 2 2 3 4" 7" _ w Lu U O z x -r/ - -- - Lu N F F 5 6 p p 0.125L " 96" 101.7" 106.9" 2 2 3 3 7" 7" f11 Q I Q w W 14 16 x w 123" 89.9" 94.4" 2 2 3 3 7" 7" 1�•1 O m o z z Y 3" MIN. rn a,� m 0 = 60" 129.1" 157.0" 2 2 2 3 4" 7" rr 0 4 w ED. DIST. vvw 2"x6"x W� 0NJMzw J /2" 13 v V) p 96" 114.8" 124.1" 2 2 3 3 7" 7" U*� w w z 1 EE DESIGN SCHEDULES FOR FORJ Q z - 0.125" U� o - N - 1/4" MAX. FROM PIN GUIDE 123" 102.8" 109.6" 2 2 4 4 10" 10" w O MIN. SEPARATION TO GLASS w Q a z TO BUSHING WASHER (TYP.) GLASS w 0- w 60" 138.0" 196.9" 2 2 3 3 7" 7" Ul w w w ~ J F. O R DOOR N m 2"x8"x 96" 122.7" 155.7" 2 2 3 4 7" 10, % C Lu ~ M TWO 1/4"0 WOOD 1/4"0 THRU BOLTS 3 Q o.125" m 0 LAG SCREWS @ 24" � w 123" 115.4" 137.5" 2 3 4 5 10" 13" O.C. MAX. WITH 2" SEE BEAM b F- 60" 158.1" 240.0" 2 2 3 4 7" 10" a THREADED PENETRATION 3" MIN. SCHEDULE FOR z � 2"x10"x ED. DIST. w p 0.1875" 96" 140.6" 229.9" 2 3 4 6 10" 16" "T" INTO CENTER OF STUDS "`• REQUIRED NUMBER J = N S 6 123" 132.2" 203.1" 3 4 5 7 13" 19" v EMB. "T' 14 SMS @ MIDSPAN BETWEEN - 1416 1/4" MAX. FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: r� °w° STUDS FOR TRACK TO 1" x 4" TO BUSHING WASHER (TYP.) 1. USE 2"x3"xl/4" OR 2"x5"x1/4" ANGLES FOR 2"x5" &2"x6" BEAMS. c^i N PLYWOOD & TUBE CONNECTION 1/4"0 ALL 2. USE 2"x5"xl/4" ANGLES FOR 2"x8" &2"x10" BEAMS. POINTS SOLID ^� iv 3. USE BEAM SCHEDULE FOR DETAIL 1. N STUCCO FINISH 1" x 4" x 125" a SET ANCHORS _ SPAN TUBE PER DESIGN 4. TOP &BOTTOM BEAMS MAY BE USED TOGETHER OR IN 3 6063-T6 ALUM. TUBE WITH 7/8" MIN. SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED r EMBEDMENT IN TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. � cc_c THIS DETAIL TO BE USED WHEN STUD SPACING CONCRETE OR - ' J 1/4-20 MACHINE BOLT 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH � p o co BLOCK, 3" MIN L SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID-SPAN cn� 4' 0 EXCEEDS THE MAX. ALLOWABLE ANCHOR SPACING. �, W/ NUT 12" O.0 �w 0 M o SPACING AND 3" I (2) 6063-T6 ALUMINUM @ TUBES SHALL HAVE TOP BEAM LIMITATIONS (INCLUDING SPANS, �.� M o MIN EDGE I ANGLES PER BEAM END, OR #14 x 3/4" SMS (al ANCHORS, ANGLES AND BOLTS) WITH THE SHUTTER SPAN TAKEN ❑a m J O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6" O.C. AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. m e z � SCALE 3"= 1'- 0" ALSO BE USED SCHEDULE w EXISTING 6. LAP BEAMS ARE NOT ALLOWED. a U J AT TOP ACCESS HOLE s= g Q STRUCTURE ALT. LEG DIRECTION 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. co EMBED. _. w Lu MAX. DESIGN LOAD = ± 72 PSF o LL Q O OBEAM SPAN SECTION N N -GLASS LU o SCALE : 3"= 1'- 0" o SEE DESIGN SCHEDULES OR DOOR F- i v FOR FOR MIN. SEPARATION 13 0 m TO GLASS = a N ° EXISTING WOOD z TRUSS OR RAFTER 1/2" I 3" 1/2" i i �. o X Q @ 24" MAX. D.C. a a / .I \ w o 1: (AEXISTING FINISH v MATERIALi iiiw 0 5 6 r"i r" o c' o 1/4" MAX. FROM PIN GUIDE i - i i 0 LL�LL 0 1" x 4" x 1/8" 6063-T6 i i rti w 14 16 TO BUSHING WASHER (TYP.) i i i i i i o a wood ALUM. TUBE W/ THREE 1/4"Pl WOOD LAG �� ii i� \ w " I U m - m U m �zFQ 1/4" TILE (TYP.) i i i i i i LL FINISH MATERIAL RN ATE z =G=a w SCREWS WITH 2-3/4" ALTE / z z m3== 3/4" PLYWOOD MINIMUM THREADED _ o Y Y Y � � U 1/4"0 A325 GRADE THRU BOLT @ 7" O.C. EACH RAFTERNOF OTRDUSSI w OR 5/16"0 A325 GRADE THRU BOLT (a 12" O.C. / 24" O.C. MAX. WHERE 5 6 GALV. OR S.S. i ¢ oos T I - =w TUBE EXTENDS BEYOND ` o o a Ewa EM D :`> �� 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA �� > > `.� w 2" x 5" x 1/8" 6063-T6 0 Of � c) 0 m 6", EXTEND TUBE TO m m w 5" O.C. W/1-1/4" MIN. EMB. � w OR 1/4"0 LAG SCREW @ 9" O.C. W/1-7/8" w w ALUM. ANGLE W/ THREE Z Z o o - NEXT TRUSS. \ J m � w w � � o MIN. EMB. IN WOOD SG=0.42. TO 0.55. / F- w > > a 1/4"0 WOOD LAG Z 6 C5 ~ N Ow 0 SCREWS WITH 2-3/4" COPYRIGHT ENGINEERING EXPRESS 1/4-20 S.S. MACHINE SCREW @) 13 = _ _ MINIMUM THREADED EXISTING CONCRETE, 12" O.C. IN BETWEEN TRUSSES N p J " PENETR. "T" IN WOOD (la 20-26156 HOLLOW BLOCK OR c WITH 1/2 � ACCESS HOLE ON �7 _ a 2" x 5" x 1/8" CONT. BACKSIDE OF TUBE OR #14 SMS X z 0 z m EACH RAFTER OF TRUSS, SCALE: - - WOOD FRAMING. SEE ALUM. ANGLE (6063-T6) (a� 6" O.C. MAX. IN BETWEEN Q w� Q Q ° ANCHOR SCHED. BASED "' J p 24" O.C. MAX. WHERE PAGE DESCRIPTION: ON TYPE OF STRUCTURE u(A ANGLE EXTENDS BEYOND Q LAST TRUSS MORE THAN 6" EXTEND ANGLE TO of o (MAX. DESIGN LOAD ± ,72 P.S.F.) OPASS THRU DETAIL (MAX. DESIGN LOAD ± 72 P.S.F.) NEXT TRUSS. SCALE : 3"= 1'- 0" O TRUSS MOUNT SECTION O N K SCALE : 3"= 1'- 0" N O FRANK BENNARDO,PE PE#0046549 CA#9885 2" 01f 27f 2021 m GLASS OR z uj GLASS OR I I DOOR DOOR w ----I---- -_- I---- SEE DESIGN Ow fl SEE DESIGN w o (V SCHEDULES FOR W _ } SCHEDULES FOR w FOR MIN. w UU U~ FOR MIN. ``' m I I Z w � o� SEPARATION TO j uQ Z GLASS SEPARATION TO w = < m o GLASS �� H z _ C lL~ J rnNU � Wa0 ~ ul0o WU• LL cM Ln to O z O w 4" MIN. W11 LL� a w X tnw T- wf -r Z� UW= �Wa 13 `�" m X J o `" RADIUS HEADER MOUNTED �Q a Q w o Lu z j F 13 Q a Q PARTIAL ELEVATION o'- m o z z f1 N �(D 3 J = a SCALE: 3" = 1'-0" 7 � p w 20 to 28 fn EXISTING p J r w w STRUCTURE @ z o .250" FROM PIN .250" FROM PIN o w a z GUIDE TO BOTTO UIDE TO BOTTOM EXISTING FINISH EQ E m w w OF WASHER OF WASHER MATERIAL 1/4" MAX. FROM PIN M w GUIDE TO BUSHING ko o w LL p p 1/4"� TAPCON (la 24" o C6 CONNECTION TYPE :=• '" - WASHER (TY '� /w /w REFERENCE ANCHOR S�OR©CUT IN 4" INTERVALS `•. '-"'•" "' "' P ) a m O.C. WITH 1-1/4" MIN. m SCHEDULE FOR MAX. TO FORM U E (SEE N c-i F EMBED. /F E GE z Lf)_ a N �"' �`' DIST. SPACING DETAIL P1 P7 FOR ADDITIONAL" F T INFO). TYP. TOP & BOTTOM. a N / EXISTING CONCRETE OR / EXISTING HOST STRUCTURE z z a u^i c' LOCK ONLY. WOOD FASTENER EACH 4" CUT N �,H q N a m o J m 2" AMING & WOOD ANCHORS SEE ANCHOR SCHEDULE BASED w o o o't o ¢ N EDGE NO1 ACCEPTABLE ON C4 CONNECTION TYPE TO a L6 a-:vi� vow w N DIST. O DECORATIVE FLOOR TRACK DETAIL VERIFY ANCHOR SPACING ;w a w N IS ACCEPTABLE 13 �' m vi vi vi vi vl o o r` -ILDO RECESS SILL DETAIL SCALE . 3"= 1'- 0" , . _ - z \ nCL SCALE 3"= 1'- 0" ,�``11 Z In u)�r'00-m vai z a ¢ M ® III�I���IVVV/ Ti V/ V/ V/ V/ V/ V/ N �4 O M o \ p 0 Ld a m 0 m Q 0:2 m LL 1/4" MAX. FROM w a co> fn e z LLi PIN GUIDE TO0. 1/4" MAX. FROM PIN GUIDE a u J ° BUSHING WASHER 1/2" TO BOTTOM OF WASHER (TYP.) F p (TYP.) � I EXISTING .. � 1/4-20 MACHINE BOLT �_ � w w STRUCTURE W/ NUT 2" O.C. '_ p LL ? 19 CUT AT INTERVALS T o g \� d EXISTING FINISH FORM CURVE (SEE DETAIL MATERIAL N _ 1 CONNECTION TYPE o 0 TYP. BOTTOM REFERENCE ANCHOR SCHEDULE FOR MAX. a SPACING (FASTENER a (al EACH 4" PIECE Op CURVED TRACK SECTION DETAIL SCALE : 3"= 1'- 0" C 0 w p a - N N O 7 W - a 2 1"x1"x1/8" & 1"x2"x1/8" o a 6063-T6 ALUM. ANGLE CUT TO 1"x1"x1/8" & 1"x2"x1/8" x J J J J > 1 m m m J m z MATCH AND PROVIDE SUPPORT 6063-T6 ALUM. ANGLE CUT TO w w w 0 w �= o OF CUT SHUTTER EXTRUSIONS MATCH AND PROVIDE SUPPORT z =G=a w FRONT AND BACK. WHERE OF CUT SHUTTER EXTRUSIONS J J J z z m r FRONT OF EXTRUSION IS FRONT AND BACK. WHERE P2 c Y Y Y � u Qo=o CONTINUOUS REINFORCEMENT FRONT OF EXTRUSION IS LL � IS NOT REQUIRED. CONTINUOUS, REINFORCEMENT Pi� IS NOT REQUIRED. < a os Z Z o ' JIM 0© ' ' i \ D ova j ' OO / Y w w Elfw o / F- F- ou - APPROVED MOUNTING ww• Z �w� MB. CONDITION, MIN. OF TWO PER MB. NGWE s APPROVED MOUNTING COPYRIGHTEERlNG XPRESS PIECE CONDITION, MIN. OF TWO PER ,c ^> PIECE 20-26156 APPROVED FASTENER AND APPROVED FASTENER AND SPACING WITH A MINIMUM OF SPACING WITH A MINIMUM OF SCALE: - - o TT OEFASTENERS PER CUT TT EOEFASTENERS PER CUT PAGE DESCRIPTION: TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS �i ' OF P1 SCALE: 3" = 1'-O" P2 SCALE: 3" = 1'-O" N V 0 N r N O ANCHOR SCHEDULE: CONCRETE FRANK BENNARDO,PE 46549CA#988 2 x S (TYP.) PE#0046549 CA#9885 TOP FLANGE 2 x S (a� OUTSIDE 2.5" MIN EDGE DISTANCE ANCHOR (SEE SPACING � SECTION X) 01/ 27� 021 Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" � �2 � LOAD CONN TYPE CONN TYPE CONN TYPE O O Lo ANCHOR (psf) Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 I C6 Cl I C2 C3 C4 C5 C6 1/4" ITW TAPCON OR DEWALI 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 10.0" 16.0"113.0" 15.5"1 16.0" 6.5" 6.0" 9.5" 9.0" Q Q O O O ULTRACON WITH 1-3/4" 62 16.0" 16.0" 12.5" 12.0" 16.0" 14.5" 16.0" 16.0" 8.0" 7.0" 13.0" 10.0" 11.0" 10.0" 5.0" 4.0" 6.0" 7.0" 0O N 1 x S (TYP.) 3 OR 4 HEADER / SILL EMBED (3192psi MIN CONC) 72 16.0" 16.0" 10.0" 9.5" 16.0" 12.5" 15.5" 16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" 4.0" 5.0" 6.0" 1 x S ((@� INSIDE ,•-1 BOT. FLANGE ANCHOR (SEE SPACING 110 14.5" 14.5" 6.0" 5.5" 8.5" 8.5" 9.0" 7.5" 4.0" 4.5" 6.0" 7.5" 6.0" 5.0" w re) o 200 7.5" 6.0" 5.0" 7.5" 6.0" 5.0" 7.5" 6.0" MEE 5.0" SECTION X) M �u o rn ui u SIDEw-CLOSEST TO OPENING 2 1/4" MILLENIUM MILLFAST 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.0" 10.5" 16.0" 14.0" 14.5" 14.5" 6.5" 6.0" 9.0" 9.5' LL(ALL IT�Ln WITH 1-3/4" EMBED (3275psi 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 12.0" 11.0" 10.0" 9.0" 5.0" 4.0" 5.5" 7.5" LL ^X a w MIN CONCRETE) 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 14.5" 14.5" 6.5" 6.0" 9.0" 9.5" 8.5" 7.0" 4.0" 4.5" 6.5" NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. w w U ,a 110 13.0" 13.0" 6.0" 5.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" 6.0" 6.5" 5.5" 5.5" SPACING DIAGRAM FOR C1 CONNECTION TYPE: <a w W 200 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" 6.5" 5.5" 5.5" or m o z z Cl CONNECTION TYPE USING PIECE ® OR Q LL}, 3 1/4" DEWALT CRETEFLEX 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5" 12.5" 14.0' Ir N 0 -cD w Lu SS4 W/2" EMBED (3350psi 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 12.0" 10.5" 16.0" 16.0" 14.5" 13.5" 7.0" 6.5" 8.0" 11.0" OU� L j _w z o MIN CONC) 72 16.0" 16.0" 15.5" 14.5" 16.0" 16.0" 16.0" 16.0" 10.0" 8.5" 12.5" 14.0" 12.0" 10.5" 6.0" 5.0" 6.5" 9.5" I / 8 COMBINATION W °az110 16.0" 16.0" 9.0" 8.0" 11.5" 13.0" 12.0" 10.0" 6.0" 5.0" 6.0" 9.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" U7 0' F w 2 x S (TYP.) / 1 COMBINATION w200 10.0' 8.0' 5.0' 4.0' 5.0' 8.0' 10.0' 8.0' 5.0' 4.0' 5.0' 8.0' 10.0' 8.0' 5.0' 4.0' 5.0' 8.0' w1" MIN EDGE DISTANCE / 10 COMBINATION ko p J 1/4" ITW TAPCON OR DEWALI Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 O a ULTRACON WITH 1-3/4" 48 16.0" 16.0" 7.5" 7.5" 16.0" 7.5" 16.0" 16.0"1 5.0" 1 4.5" 16.0" 5.5" 15.0" 15.5" 9.5" EMBED (3192psi MIN CONC) N 62 16.0" 16.0" 5.5" 5.5" 16.0" 6.0" 16.0" 16.0"P 12.5" 4.0" 10.5" 9.5" 6.0" BED (3192psi MIN CONC) N 72 16.0" 16.0" 4.5" 4.5" 16.0" 5.0" 15.0" 15.5" 9.5" 9.0" 7.5" 4.5" m 110 14.0" 14.0"ME 8.5" 8.5" 7.5" 4.5" 7.0" 6.0" 1 x S (TYP.) 2 x S ITYP.) M 0 200 7.0" 6.0" MIN7.0" 6.0" 7.0" 6.0" N LL 1/4" MILLENIUM MILLFAST 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 11.5" 11.5" 4.5" 4.0" 7.0" 6.5" NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. WITH 1-3/4" EMBED (3275psi 62 16.0" 16.0" 9.0" 8.5" 16.0" 10.5" 14.0" 15.0" 5.5" 5.0" 9.5" 7.5" 8.0" 7.5" 4.5" 5.0" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: r 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" 6.5" 6.5" 5.5" 4.5" - C3 CONNECTION TYPE USING PIECE OO WITH OUTSIDE *� -� t w 110 10.5" 10.5" 4.5" 4.0" 6.0" 6.0" 6.5" 5.5 4.0" 5.5" 4.5" ANCHORS ONLY o w 200 5.5" 4.5" 5.5" 4.5" 5.5" 4.5" - C4 CONNECTION TYPE USING PIECE ® OR 1© WITH cn rnw ap rMi a U OUTSIDE ANCHORS ONLY a.� - a c� 6 z 1/4"ALL-POINTS SOLID-SET 1-1/4" MIN EDGE DISTANCE ❑a m p ANCHOR NOTES: z a U ANCHOR W/7/8" EMBED& Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 _pQ, z 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 9.5" 9.5" 16.0" 10.0" 16.0" 16.0" 6.0" 5.5" 16.0" 7.0" 10.5" 11.0" 3.5" 3.5" 6.5" 4.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING u J (3000psi MIN CONC) 62 16.0" 16.0" 7.0" 6.5" 16.0" 8.0" 13.5" 14.5" 4.5" 4.0" 9.0" 5.5" 7.5" 7.0" 4.0" 3.5" ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE C° Qp LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE (Pg 1). _. u~i 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" 3.0" 3.0" W w *� 110 10.0" 10.0" 3.5" 3.0" 6.0" 4.5" 6.0" 5.0" 3.0" 3.0" 5.0" 4.0" 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o LL 200 5.0" 4.0" 5.0" 4.0" 5.0" 4.0" ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR 3" MIN EDGE DISTANCE EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERmda� g 1/4"ALL-POINTS SOLID-SET THAN OR EQUAL TO SHUTTER SPAN. m N ANCHOR W/7/8" EMBED& Cl C2 C3 C4 C5 C6 C1 C2 C3 C4 CS C6 Cl C2 C3 C4 CS C6 N 1/4-20 SS MACHINE SCREW 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.0" 13.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. v (3000psi MIN CONC) 62 16.0" 16.0" 16.0" 15.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.0" 15.0" 13.5" 12.5" 11.5" 6.0" 5.5" 7.0" 9.0" 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE 72 16.0" 16.0" 13.0" 12.0" 16.0" 16.0" 16.0" 16.0" 8.5" 7.5" 11.0" 12.0" 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER a * 110 16.0" 16.0" 8.0" 7.0" 10.0" 11.0" 10.5" 9.0" 5.0" 4.5" 5.5" 8.0" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5" 4.5" 6.5" CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 2-5/8" MIN EDGE DISTANCE 0 DEWALT SS DROP-IN ' W1 5 ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE W 1 4 20 SS BOLT AND Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 N w / / . ONLY. w � � No 1" EMBED (3000psi MIN 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.0" 9.5" 16.0" 13.0" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" a N oyro CONC) 62 16.0" 16.0" 12.0" 11.0" 16.0" 14.5" 15.0" 16.0" 7.5" 6.5" 10.0" 10.51, 8.5" 8.0" 7.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED N o 0 0 �LL`LL N 7 W p IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT a 72 16.0" 16.0" 9.5" 9.0" 16.0" 12.5" 12.0" 12.5" 6.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER Y m m m J m z w *� 110 11.0" 11.0" 5.5" 5.0" 6.5" 8.5" 7.0" 6.0" 6.0" 5.5" 5.0" x J J J J > �o u FINISHES. U LL LL LL U LL o aw=- a 200 5.5" 5.0" 5.5" 5.0" 5.5" 5.0' Z z z m p=> w 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS 3 �o 1/4" DEWALT SS DROP-IN 3-1/2" MIN EDGE DISTANCE VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING o Y Y Y � Ir u W/ 1/4-20 SS BOLT AND Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR LLo SIDE CLOSURE PIECES. � �a a 5.5" 8.0" 9.5"1" EMBED (3000psi MIN 48 16.0" 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" Lu w CONC) 62 16.0" 16.0" 13.0" 12.0" 16.0" 15.5" 16.0" 16.0" 8.0" 7.0" 10.5" 11.0" 9.0" 8.0" 5.0" 5.0" 7.5" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER a woo T Z Z Q u o!¢ 0 72 16.0" 16.0" 10.5" 9.5" 16.0" 13.5" 13.0" 13.0" 6.5" 5.5" 8.0" 9.5" 7.5" 6.5" 6.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" * 110 12.0" 11.5" 6.0" 5.5" 7.0" 9.0" 7.5" 6.5" 6.5" 6.0" 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL Y w w w u HAVE PHILLIPS PAN HEAD OR HEX HEAD. m m U. s000 200 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" 6.0" 5.0" 5.5' w w o ti 2" MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN Z #12 SMS W/2" EYEWALL Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 C5 C6 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD, OR WAFER COPYRIGHT ENGINEERING EXPRESS ARMOR INSERT W/2" EMBED HEAD (SIDEWALK BOLT), U.O.N. 48 16.0" 16.0" 13.0" 13.0" 16.0" 13.5" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 14.5" 15.0" 5.0" 4.5" 9.0" 6.5" (2000psi MIN CONC) 62 16.0" 16.0" 9.5" 9.0" 16.0" 10.5" 16.0" 16.0" 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5.5" 5.0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SCALE: 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" 3.01, 4.5" 4.5" 110 13.5" 13.5" 4.5" 4.0" 8.0" 6.0" 8.5" 7.0" 3.0" 4.5" 4.0" 7.0" 5.5" 3.5" 3.5' * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, PAGE DESCRIPTION: NUT OR WASHER WINGNUT. E 200 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" 7.0" 5.5" 3.5" 3.5" 10. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. #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" OF ARMOR INSERT W/2.5" 62 16.0" 16.0" 13.5" 13.0" 16.0" 15.5" 16.0" 16.0" 8.5" 8.0" 16.0" 11.0" 13.5" 12.0" 5.5" 4.5" 7.5" 7.5" 11. WHEN ANCHORING TO HOLLOW BLOCK, SIDS DRILLS SHOULD NOT BE USED TO EMBED (2000psi MIN CONC) 72 16.0" 16.0" 11.0" 10.5" 16.0" 13.5" 16.0" 16.0" 7.0" 6.5" 11.5" 9.5" 11.0" 9.5" 4.5" 4.0" 6.0" 6.0" DRILL INTO HOLLOW BLOCK, NOR SHOULD IMPACT DRILLS BE USED TO INSTALL O o CONCRETE SCREWS TO HOLLOW BLOCK. N 110 16.0" 16.0" 6.5" 6.0" 10.5" 9.0" 11.0' 9.5" 4.5" 4.0" 5.5" 6.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" N 200 9.0" 7.5" 3.5" 3.0" 4.5" 1 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 9.0" 7.5" 3.5" 3.0" 4.5" 5.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE T&C ULTRACOTE. 0 •.. PE • • • J L4 4 Il a PE# "' Spans2-3/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE • To . 1" Spans Up To 8'-8" Spans Up To 1 ■. ■ • . 1 •. • • ■. ■ • 1 ': C CONN TYPE CONN • •NN TYPE CONN TYPE CONN 1-3/4" EMBED (2899psi MIN MIN CONC) .. . + W/ 1-1/2" MIN EDGE DISTANCE 3" MIN EDGE DISTANCE 1-3/4" EMBED 111■ ■mmmmmm' mmmmmm' mmmmmm' mmmmmm' mm�mmm' mmmm�m' m%//%%/////.mm 'm®%//%%//%%///%//%,mmmmm®mm 'mm 1 1 m m m VZ//mm • 1 1 1 1 %//%%/N&mmmm Oi� //E // WNmm%//%%//%%//%%//%mmm®mm mmm%//%,mm mm///O�%//%,mm 11 m mVMS //%%///%%//%mm%//%%//%%//%%////.mm%//%%//%%//%%//%®®O/%%////mm®m%////. %mm®mNI//%%%,mm • • • • Its 1" MIN EDGE DISTANCE 2-1/2" MIN EDGE DISTANCE Spans Up To 6'-0" SpansUpTo8'-8" Spans Up To IT-O" Spans Up To 6'-0" SpansUpTo8'-8" Spans Up To 13'-0" • CONN TYPE CONN • •NN TYPE CONN TYPE CONN • ®®®' ®mm?NOW/.�//,/,®' m m N/E=,V///��//E '®m m m m m m m m m m m M�MME11�0 mm®mmmm mom'///////.%//%m m m'EME,MEWMEY,OO'%N//E%OO'%NO//,%//% '%///%%//%/'WME1,V//%/'%////%//%'%/////.%//%1-1/4" EMBED vlo"l®r/l, ANCHOR NOTES: SEE SHEET FOR ANCHOR :. - mME,ONOi%///%//%%////.%//%'///////.%/O%/////.%//%'////%/%ZOM,M%%//%%ME,mm ///%//%,VZONY.%//%%////.%//%'/MM/0/VZO/1"/WMEW//%%//%%//%%//%i :. �,00ueuuouuuoa 1 1 / / /00 VOW,VZONY, VZON, VZONVNE,VZON% / rMEYMME,rMEVZON, 7 DEWALT ULTRACONm m m M/0M,®==W//E,0//�/�//4®®mm®®' ®' 000OO�E,®==ME,0XIN,�//E EMBED m®' ®' �®' ®' ®m 0E Oi,ON14VZ�,W/N/�//�,P//�/�//E®' m m m m®m 1/0.1VO ON.IVE,VZONV//n�//�/W//E m ANCHOR W/ 1-1/4" EMBED gy mmMME,VOW&m®®%////MM M®RYM%%/%O//%;%/%MMY,m 1 1 mm `®1 m mVZONY.%//%%/%%//%MM/0M%%//%%/// _ �mm%////%//%%//%%//%%//%%//%%//%VZON,%//%%///VZON,%///%/N,mmONVZONVON,VO %//%i O//%//E,MMYMME,VZ////MO%///%//% 11 MR,V/%OMNI11%//%%////.%/O;O//YMM/0%////.MEN,=%%E,ME%//%'////%.%///"'///NME,,,%//%%////.%//%%////.%//%%/%%//%%N,ME,'////%%//%,14EN, 1/4"ALL-POINTS SOLID-SET 1-1/4" MIN EDGE DISTANCE 2" MIN EDGE DISTANCE 1/4-20SS MACHINE SCREW �mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ® //% VON oily- I - • �u mmm%//%%//%mm%ON,M/%//%%////rZO%////.O/,i'WON/.%//%mm®mm®m%///%//%%////.m®%//%'///////.m EMBEDI=1111,m m m m m m r"Offill 000y,V,MIN,m m MEMO VZON,VON m m WON!,,ME,,VZON/Y m m VZON,KNONY,0 NO/Z 0=0 I r=//l== ZEN 5/16" ITW TAPCON XL WTTH 3" MIN EDGE DISTANCE 4" MIN EDGE DISTANCE mmm00mmm00mmm00mmm0mm000mmmmmmURN m%ONE%OOE%OOE%O/E%00/,rME,%00/,%00/,%00/YMME O/EO/O//.%//O.%//%.%//%mmmmmmm�mmmm�mr,'/.m m%//%%O/%O/%O/%//%%///VZON"M/%%//%'/////%%//%%///%%///�%////%/////,%//O%////,'%////,VZON,'%//%i%///%%//%i%////%//%%ZONE%//%%/O/%//%%//O VZONY, 1-9/16" MIN EDGE DISTANCE 3-1/8" MIN EDGE DISTANCE . DEWALT ULTRACON ■mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm - - - WITH 1-1/4" EMBED mmm®®m®®%///E%//%m%Z/%%/ZO%//%%/ZO%/Z//mmmmmmmm®m %Z00%/Z//, • m%ZZ%%Z/O%Z/%%Z/O%Z/Z/,%//%%Z/Z/,%/Z%i%Z//E%/Z%O/Z//.'%//%m%ZZ%%//%i%O%mVZOMY,m O/%//O%///%//,'///O//,%00/111/ON/,%N/%%O/N/.%NN%%//O� PAGE DESCRIPTION: Mill - 11 FRANK BENNARDO,PE PE#0046549 CA#9885 01f 27f 2021 0 N O ANCHOR SCHEDULE: WOOD (G=0.55) Lu ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) IU w� M �°o jj J N 3/4" MIN EDGE DISTANCE 1JU, U� 2" MIN EDGE DISTANCE F a W U Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-O" u p ,_ �K w cc u Spans Up To 6-0" Spans Up To 8'-8" Spans Up To 13'-0" V) c� LOAD CONN TYPE CONN TYPE CONN TYPE Z� w w U °-x D LOAD CONN TYPE CONN TYPE CONN TYPE O � ANCHOR (psf) fn > Q -z w O ANCHOR (psf) _ Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS L.IQ �Q Lu o W c7 x cn Cl C2 C3 I C4 I C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 1/4" LAG SCREW WITH 1 3/4' 48 16.0" 16.0" 11.5" 11.5" 16.0" 16.0" 16.0" 7.5" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" Z� a m o z_z 3 1/4" DEWALT TAPPER+ W/ 48 15.5" 15.5" 6.5" 6.5" 15.5" 10.5" 10.5" 4.0 4.0" 10.5" 6.0" 6.0" MIN THREAD PENETRATION 62 16.0" 16.0" 8.5" 8.5" 16.0" 16.0" 16.0" 5.5" 5.5" 16.0" 16.0" 15.5" 3.5" 3.5" 9.5" `� �N 0 W w 1 1/4" EMBED 62 12.0" 12.0" 4.5" 4.5" 12.0" 7.5" 8.0" 5.0" 4.5" 4.0" 72 16.0" 16.0" 7.0" 7.0" 16.0" 16.0" 16.0" 4.5" 4.5" 15.0" 14.0" 12.5" 3.0" 3.0" 7.5" W OU W z w o 72 10.5" 10.5" 4.0" 9.0" 6.0" 6.0" 110 16.0" 16.0" 4.5" 4.0" 13.5" 14.0" 12.0" 3.0" 2.5" 7.5" 11.5" 9.5" 2.5" 2.0" 6.0" LL- a<O cl� aaz z Y 110 5.5" 5.5" 200 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" W F w Ov 00 200 Ln 7/16"WOOD BUSHING WITH 48 16.0" 16.0" 9.5" 9.5" 16.0" 13.0" 13.0" 5.5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" W J m #12 SMS W/ 2" EYEWALL 48 16.0 16.0 8.5 8.5 16.0 13.0 13.0 5.0 5.0 -2.5 7.5 7.5 3.0 3.0 4.5 0 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" 2.5" 2.0" 3.0" *i w O ARMOR INSERT W/ 1-1/4" 62 14.5" 14.5" 6.0" 6.0" 14.5" 9.5" 10.0" 4.0" 3.5" 6.0" 5.0" 4.5" 3.0" SS MACHINE SCREW 72 12.5" 12.5" 5.5" 5.0" 11.0" 7.5" 7.5" 3.5" 3.0" 4.5" 4.5" 3.5" 2.0" 2.0" J J EMBED 72 12.5" 12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5" 3.5" � O o *� 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" 11 N = 110 7.0" 7.0" 3.0.1 4.0" 4.0 3.5" 3.5" 3.0" 200 3.5" 3.0" 3.5 3.0" 3.5" 3.0" N 200 3.5" 3.0 vz 3.5" 3.0 V1111A 3.5" 3.0" 3: #14 SMS, #14 WOOD SCREW 48 16.0" 16.0" 13.0" 13.0" 16.0" 16.0" 16.0" 8.5" 8.0" 16.0" 16.0" 16.0" 5.0" 5.0" 12.0" coOR 1/4" DEWALT TAPPER+ 62 16.0" 16.0" 9.5" 9.5" 16.0" 16.0" 16.0" 6.0" 6.0" 16.0" 13.5" 12.5" 4.0" 3.5" 7.5" M N ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK WI " MIN THREAD PENEETRATITRATION 72 16.0" 16.0" 8.0" 7.5" 16.0" 16.0" 16.0" 5.0" 5.0" 12.0" 11.5" 10.0" 3.5" 3.0" 6.0" LL LL N �p 110 16.0" 16.0" 5.0" 4.5" 10.5" 11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 4.5" a 3 4" MIN EDGE DISTANCE 200 1 9.0" 1 7.5" 1 2.5" 1 2.5" 4.5" 1 9.0" 7.5" 2.5" 1 2.5" 4.5" 9.0" 1 7.5" 1 2.5" 1 2.5" 1 4.5"-ILD u Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-O" c t ( LOAD CONN TYPE CONN TYPE CONN TYPE }-a Q O ANCHOR (psf) to rnw 0 M _ � Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR SCHEDULE: WOOD (G=0.42) ` M 6 5/16" ITW TAPCON XL W/ 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.5" 9.5" 15.5" ❑a = m J w 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 16.0 8.0" 7.0" "10.0 3/4" MIN EDGE DISTANCE e z " " " " " " " " " " " " " a LLi 72 16.0" 16.0" 16.0" 15.5" 16.0" 16.0" 16.0" 10.5" 9.5" 15.5" 14.5" 12.5" 6.5" 5.5" 8.0" U Spans Up To 6'-0" Spans Up To 8'-8" Spans Up To 13'-0" m g Q 110 16.0" 16.0" 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" � LOAD CONN TYPE CONN TYPE CONN TYPE Y 200 12.0" 10.0" 5.5" 4.5" 6.0" 12.0" 10.0" 5.5" 4.5" 6.0" 12.0" 10.0" 5.5" 4.5" 6.0" O ANCHOR (psf) W w o U xcn Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 °2 J OJ 5/16" DEWALT ULTRACON 48 16.0" 16.0" 13.5" 13.5" 16.0" 16.0" 16.0" 8.0" 7.5" 16.0" 9.5" 9.5" 6.0" 1/4' LAG SCREW WITH 1-3/4' 48 16.0" 16.0" 9.0" 9.0" 16.0" 16.0" 16.0" 6.0" 5.5" 16.0" 16.0" 16.0" 3.5" 3.5" 10.0" u- w W/2-1/4" MIN. EMBED 62 16.0" 16.0" 9.5" 8.5" 16.0" 12.0" 12.5" 5.5" 5.0" 8.0" 6.5" 6.0" MIN THREAD PENETRATION 62 16.0" 16.0" 6.5" 6.5" 16.0" 16.0" 16.0" 4.5" 4.0" 13.5" 11.5" 10.5" 2.5" 2.5" 6.0" Q o g L' 72 16.0 16.0" 7.5" 7.0" 14.0' "9.5 9.5" 6.0" 5.5" Q7 w " N 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" 5.0" m N z 110 8.5" 8.5" 5.0" 5.5" 110 15.0" 14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2.0" 5.0" 7.5" 6.0" 2.0" 4.0" qNi N U L7 O 200 200 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" 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" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0- 2- Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 00 OR 1/4" DEWALT TAPPER+ 62 16.0" 16.0" 7.0" 6.5" 16.0" 14.0" 15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" WITH#12 SMS W/2" EYEWALL 48 16.0" 16.0" 10.5" 10.5" 16.0" 16.0" 16.0" 6.5" 6.5" 16.0" 12.5" 12.5" 4.0" 3.5" 7.5" PENETRATION IN THREAD 72 16.0" 16.0" 5.5" 5.5" 16.0" 11.0" 11.5" 3.5" 3.5" 7.0" 6.5" 5.5" 2.0" 2.0" 3.5" ARMOR INSERT W/2" EMBED 62 16.0" 16.0" 7.5" 7.5" 16.0" 15.5" 16.0" 5.0" 4.5" 10.5" 9.0" 8.0" 3.0" 5.0" �p 110 10.5"110.0" 3.5" 3.0 6.0" 6.5" 1 5.5" 11 2.0" 2.0" 1 3.5" 5.0" 1 4.5 2.0" 2.5" 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" 4.0" 200 5.0" 4.5" 2.0 2.5" 5.0" 4.5" 2.0 2.5" 5.0" 4.5" 2.0 2.5" 9 110 11.5" 11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" 5.0" 3.0" w N N m zz ozyro 200 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" 6.0" 5.0" 3.0" N O - W - O 2 d = m m m Do y o dzro 4 W W W U W z @ki? x z z -J W m3xz co p Y Y Y 2 U C Lu �g w U U Q w- T Z Z Q o 0 O O W�¢z N Y W W W U� � K K m m W a Z Z W W 0 - w W W V � N U W Z V V N N o 0 0 ANCHOR NOTES: SEE SHEET COPYRIGHT ENGINEERING EXPRESS 10 FOR ANCHOR NOTES. 20-26156 SCALE: - U PAGE DESCRIPTION: E 6 0F N LJ 1-J O N r N O FRANK BENNARDO,PE ROUND WINDOW PE#0046549 CA#9885 ASSEMBLY EDGE OF ACCORDION 12" MIN FROM 01��27��?O21 SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION 0.125" TOP OR BOTTOM SHUTTER BLADES -}}-0.125" � 0 N 10.032" 0.032"-{� c III w T � � O O M o o O 0.196' / ,i L x 0 ui J ui LJ � x0ur) �� Iw �W 450 % � LL � p� 2�W� I � 00 wWUc�x I I N w a 3.5" MIN ~> Q - w ,4 0 O 2.875"0 HOLE TO RECEIVE ROUND a Q w o �� / w ~ WINDOW ASSEMBLY TYPICAL a coo z m / � EN 0 Mzw O Lu W w Z o Q12.875" r 0.188" 2.875"0 HOLE (TO RECEIVE � �c7 03.250" ROUND WINDOW ASSEMBLY) Ul w m F w LIGHT-N-VIEW WINDOW PER EVERYOOTHER BLADE t7 A N.T.S. SABIC PLASTICS SLX1431T-UL 94HB z 2 LIGHT-N-VIEW WINDOW N U ROUND WINDOW N ASSEMBLY N.T.S. EXTERIOR ELEV Ln m M __ w ` M o ko r: 12" MIN FROM _U EDGE OF SHUTTER, EDGE OF ACCORDION 2 Q o o TOP OR BOTTOM SHUTTER BLADES n a,w O rn o RECTANGULAR a M ❑"a m J a WINDOW ASSEMBLY 1 BLADE W/ ROUND WINDOW Qme z W ro a U _j EDGE OF ACCORDION 13 N.T.S. EXTERIOR ELEV w E ~ w SHUTTER BLADES �2.210"� _ o LL - og 0.145" 1.210" 0.145" o Q 0 3.5" MIN m N O 0 o TYPICAL u16, o 2 0 Q O v LLrn Q� a 00 1.500" x 6.000" HOLE (TO a _4 0 O RECEIVE RECTANGULAR w o WINDOW ASSEMBLY) 1.500" x 6.000" HOLE (TO RECEIVE MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) .i 161" PER EVERY OTHER BLADE MAXIMUM � � _ 093 020" 3 RECTANGULAR WINDOW a N " 4 Q N O 0 0 \ o 00 2 O OO O o a ^ 13 N.T.S. EXTERIOR ELEV = m m m m --� .118" o z x F U � � � U v' w 00 Q I IDIA. zz >z m3 0.500" 0.500" o N OR J > > co o - 0 I (INT.) w` 3.5" MIN. RECTANGULAR WINDOW N RECTANGULAR WINDOW NOTES: a gw�� o TYPICAL Oo 1 Qo ASSEMBLY Ewa T q (EXT.) 145" 1. THE RECTANGULAR WINDOW SHOWN IN o o a 5/13 IS MADE FROM GE XL10 LEXAN WITH Y w w w U 0.075" MINIMUM THICKNESS. Q m m co I I OO I I OO CD i� 2. FRAME FOR RECTANGULAR WINDOW MAY w w a o /�,��i BE NYLON 6 OR POLYCARBONATE WITH A Z � c:) N � I I 0.145" r ,��, MINIMUM THICKNESS OF 0.161". ATTACH COPYRIGHTENGwEERiNG XP`REss I I TO BLADE WITH (6) #4 SS SCREWS OR 20-26156 1.856" �0.177" .355" BOLTS WITH NUTS. o A SECTION A A PAGE DESCRIPTION: 4 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW OF 13 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV ram/ III ^f J1 N u V O N r N O BE NARD PE ACCORDION SHUTTER SYSTEM PE#N0046549 CA##9885 ALTERNATE MOUNTING OPTION „ oi, 27, �02i 69" DESIGN SCHEDULES MAX SLAT C OPTION 1 OPTION 2 V o N SPAN (1)2x3x0.25 ANGLE(6063-T6) (2)2x3x0.125 ANGLES(6063-T6) Z II - m (2) ANCHORS ALLOWABLE DESIGN ALLOWABLE DESIGN ®�` w M uu O O PER SIDE, SEE O NOMINAL PRESSURE NOMINAL PRESSURE J n DETAIL 3/14 WIDTH WIDTH W Y 2� � M a w O POSITIVE(+) NEGATIVE(-) POSITIVE(+) NEGATIVE(-) = w a NOMINAL WIDTH V PER SCHEDULE 42" 151 psf 200 psf 42" 80 psf 173 psf Z w j U so w 1 TYPICAL ELEVATION OPTION 1 45" 131 psf 200 psf 45" 69 psf 151 psf C9 0 <,a w W 48" 116 psf 177 psf 48" 61 psf 132 psf Z a m o z 3 14 N.T.S. EXTERIOR ELEV 102 psf 147 psf 54 psf 117 psf U p N M z w 14 51" p p 51" p p W ,, oACCORDION SHUTTER SYSTEM 54" 91 psf 124 psf 54" 48 psf 105 psf LL a z 57" 82 psf 106 psf 57" 43 psf 94 psf Ul w F w 60" 74 psf 91 psf 60" 39 psf 85 psf ow LL 63" 67 psf 78 psf 63" 35 psf 77 psf 69„ 66" 61 psf 68 psf 66" 32 psf 70 psf zo MAX 69" 56 psf 60 psf 69" 30 psf 63 psf SLAT 72 51 psf 52 psf 72 27 psf 56 psf m SPAN '' 75" 46 psf 46 psf 75" 25 psf 49 psfLL M N (2) ANCHORS 78" 41 psf 41 psf 78 23 psf 44 psf LL O PER SIDE, SEE O 81" 37 psf 37 psf 81 21 psf 39 psf -L DETAIL 4/14 NOTE: DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR a I NOMINAL WIDTH 1 DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. *� cc� R o rn co PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE Na ¢ oM o TYPICAL ELEVATION OPTION 2 PERMITTED IN DESIGN SCHEDULES. a Q ❑a 4 14 14 N.T.S. EXTERIOR ELEV a U J 10 m 2: Q SHUTTER SYSTEM SHUTTER SYSTEM ;_ F w w — C] LL C) g 2"x3"x0.25" 6063-T6 2"x3"x0.125" 6063-T6 Q CONTINUOUS ANGLE CONTINUOUS ANGLE Q7 m N SUPPORTING SHUTTER TRACK SUPPORTING SHUTTER TRACK z z w a 3/4" LAG SCREW WITH 2" Q 1/4" LAG SCREW WITH 2" c Q THREAD PENETRATION cn THREAD PENETRATION cn AND%4" EDGE DISTANCE AND%4" EDGE DISTANCE o TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD, CENTERED IN LEG OF CENTERED IN LEG OF w N m 2"x3"x0.25" ANGLE 2"x3"x0.25" ANGLE ¢ N N o o W \ rc � Z /O a G=0.42 MIN. WOOD / G=0.42 MIN. WOOD z U opo> HOST STRUCTURE HOST STRUCTURE - j J J J co r a CEILING HEADER CEILING HEADER o Y Y Y u boo ANCHOR NOTE: 4" MILLENIUM MILLFAST SCREWS W/ w �a�w w % T&C ULTRACOTE MAY BE USED IN LIEU OF THE LAG a 1/4-20 316 SS THRU-BOLT SPACED / 1/4-20 316 SS THRU-BOLT SCREWS CALLED OUT ON THIS SHEET UTLIZING THE o o ao� 0 SAME CRITERIA. w No` 12" O.C. MAX OR #14 316 SMS OR / SPACED 12" O.C. MAX OR #14 Y w w w u w= /4" LAG SCREW WITH 2' SIDS SPACED 6" O.C. MAX. FASTENER _ Of E " " m w i 1/4" LAG SCREW WITH 2"� 316 SMS OR SIDS SPACED 6" a � THREAD PENETRATION SHALL BE LOCATED 1" FROM ENDS. THREAD PENETRATION j O.C. MAX. FASTENER SHALL BE wo��o AND 3/4" EDGE DISTANCE AND 3/4" EDGE DISTANCE LOCATED 1" FROM ENDS. TO G=0.42 MIN. WOOD, TO G=0.42 MIN. WOOD, COPYRIGHT ENGINEERING EXPRESS CENTERED IN LEG OF 2"x3"x0.125" 6063-T6 ALUMINUM CENTERED IN LEG OF / 2"x3"x0.125" 6063-T6 20-26156 2"x3"x0.125" ANGLE ANGLE, 2" LONG, ONE PER END 2"x3"x0.125" ANGLE CONTINUOUS ANGLE i OF 2"x3"x0.25" ANGLE. SUPPORTING SHUTTER TRACK SCALE: - U PAGE DESCRIPTION: TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT OF 3 OPTION 1 4 OPTION 2 14 N.T.S. VERT SECTION 14 N.T.S. VERT SECTION O WF ENGINEERING EXPRESS ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT January 27, 2021 Application Number: FL13757.1-R8 EX Project Number: 20-26156 Product Manufacturer: Town & Country Industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name & Description: 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 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@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM 11 ENGINEERING EEC EXPRESS" 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). Respectfully, BEf�N NS q'. ... OENSE� O'er - 49 STPTE OF � '• FLOR�P'���� 01/27/2024,<,, iONA� Frank Bennardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 (866) 396-9999 TEAM@ ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM