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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1' of 3 nr_ -3$,itla�_�xF+r Cti% _� 'S.l �Ys•:i,•r"-'' -r•+- - aoT.lr•�a.. t, '�t :� •:, J7r r•.t•' y •c.9 c � �'iY a i.,�'''?•ii. a•�.';Sr lee:��:1�� n.,r l�'?.,` l• �:V-� 4-t�lt�Tlr`.� 'tF� rJ'�i"•M-�-tT.-a':�a.1t K•�v. .1'Qr�••r+ ���Js,�,,vv allT �„_ .r`. 1 r j�, �.-+!,,.�'-!,.II t r �-�� .C'ti^•a`'�_a'.�!cF,�fw�•Ft,is r� /r�f.�+1'y MG$'h �-rF i Z S��+i"^• '^I`• :. fes''j Y�`�a.r Cy'ti a :��i..c�:���ic1} +.�al.;•� r Jir� Z:^�15� E:';� f J o � � o p 0 9 1r•n :t;J n �� {{•?, Bk••.µ• ,� . �vv"R• /t t_v.,'�L c'j.ts'`y'S�"j a t�i�.ef� •r�`' �aL�"-J fx rSii"i,iw ,. _.. . .r. oli• ,•�. i-..•:N'r;L.4•.�.:.-.,et:-e�>%t�s'-�.1�r�'sydF .4�{�f �. .sr•;f r�� ,.. t p•�� r i. SCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I publications I FBC Staff I SCIS Site Map I Unlcs I Search Florida Product Approval Puhllc User te;:•ctt:: r• .� :.tc+%nnr;:.:ai a Product Aooroval Menu>Product or Aoollcattan Search>Apnlicatian List>Application Detail tom= t { FL# FL13757-R5 _�'qr :tN;- a -^`l, Application Type Revision Code Version 2014 Application Status Approved Comments (^ Archived ❑ Product Manufacturer Town and Country Industries, Address/Phone/Emali 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo �\ frank@engexp.com a(a� Technical Representative Thomas B.Johnston �JJ Address/Phone/Email 400 west McNab Rd. `i Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L. Bennardo,P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 . -'Val(dated-gy•—•- -•— -- --- •-----•---===-OR[ANDO:L.-BLANCO;7P:E:.:_-_:--_--_._._-_::.:.-::_._-:_.--_—_._.....--_--.... L� Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI IndeD 2.odf FL13757 R5 COI IndeD 3.odf FL13757 R5 COI Indeo.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 A+1 17/71/7(11,. Florida Building Code Online Page.2 of 3 - i TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R5 Eguly Equiv 2.pdf FL13757 R5 Equiv Equiv 3.pdf FL13757 RS Equiv Eguiv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# IlModel,Number or Name Description 13757.1 116.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System _ Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 115 II Dwg.odF Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E. PE0046549 I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 115 AE Eval.pdf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 11 13757..2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions I -- Approved for use in HVHZ:Yes FL13757 R5 iT,Dwq 2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEC046549 Impact Resistant:Yes Created by Independent Third Party:Yes. Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R5 AE Eval 2.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up tomissile level "E"for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 115 II Dwq 3.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 I other:See product drawing for additional Information, FL13757 R5 AE Eval 3.odf i anchorage,etc. 11 Created by Independent Third Party:Yes Bacic Next -------— • Contact Us::2601 Blair Stone Road,Tallahassee Ft.32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State or Florida.::Privacy Statement::Accessiblllty Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. 'Pursuant to 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!Ler—e. Product Approval Accepts: ENGINEERING EXPRESS 'mwl PRODUCT EVALUATION REPORT ���HI�EERII�� ExRREssO E:)rFE:RT FRoDUO T EVALuATi©N FEP®RT I 4/2/2015 Application Number: FL13757.1-R5 EX Project Number. 15-2338 Product Manufacturer: Town&Country industries Manufacturer Address: 400 West McNab Road Ft. Lauderdale, FL 33309 Product Name&Description: 6.8 Accordion Shutter Large Missile impact Resistant Accordion Shutter Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing#15-2338 titled"6.8 Accordion Shutter",sheets 1-13, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E.is an integral part of this Evaluation Report. G 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 by Hurricane Test Laboratory LLC(HTL)and test report 498-016 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)40353-1102-07,110353- 0512-09 by Hurricane Test Laboratory LLC (HTL)and test report#03-024 by Construction Testing Corporation(CTC). 4p4�-_�_ STRUCTURAL ENGINEERING C/1LCULATIONSoo- ----- Structural engineering calculations have been preparedd�?vl�r , evaluate the product based on comparative and/or rati6a"I• �.� igtnal, ngineer's Seal Valid for analysis to qualifythe following design criteria: es• 1`: through 2 y 1. aximum Allowable Spans == Iia 46!T11g 2. Maximum Allowable Design Pressures;t �r ; 3. Minimum Glass Separation =: .o'• $ TC 'J �Q�l 4. Anchor Spacing F ,, 5. Anchor Capacity '.;o���F •.. ran. \ ennardo, P.E. " k9,9/ (�j( t?�. 46549 C.A.#9885 - /Polpa 160 SW 12TH AVENUE #/106 DEERFIELD BEACH;•FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWNI.ENGEXP.COM �M�`W ENGINEERING � ' E�CPRESO`' 4/2/2015 '. F4 Town&Country Industries—6.8 Accordion Shutter Page 2 of 2 No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is required for use within the HVHZ and essential facilities.An equivalency letter is provided with this evaluation report for equivalency to ASTM E 1996-09. I 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 Loan(Resistance This product has been designed to resist wind loads as indicated in the span schedule(s)on the Product 1 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). I 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). j I i I 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660• FAX: 954-354-0443 WWW.ENGEXP.COM 6 8 ACCORDION SHUTTER . FOP, USE WITHIN AND OUTSIDE THE HVHZ -----TABLE4 ALLOWABLE§�PAN SCHEDULE AC I TABLE I ASTM ESSENTIAL FACILITIES ONLY ALLOWABLE:SPAN SCHEDULE MINIMUM SEPARATION ALAWAMBLE!3SPAN FOR SE WITHIN e HVHZ FOR USE WITHIN THE HVHZ SCHEDULE -HVHZ MINIMUMSEPARATION NON-HVHZSEPARATION FRCMGLASS PostrIVEWIND FROM GLASS POSITIVE POSTriva HVHZ POSITIVE DESIGN SHUTTER WIND LOAD LOAD WITH NEGATIVE DESIGN SHUTTER INS�TALtATIONs INSTALLAMONS POSITIVEAND INSTALLATIONS INSTALLATIONS DESIGN WITH ;MNO LOAD PRESSURE[SPAN :;3WASOVE :,,3o`A8oV9 DESIGN NSGATLYIEVAND PRESSURE SPAN aSWASOVE >30M DE UNIMATE ALL VVIND (PSF) GRADE GMDE LOAD(PSr) MOUNTING (PSP) GRADE GRADE LOAD ALL OR 1 CONDITIONS"mON.) (IN.) LOAD MOUNTING (IN.) WJ ORI@ 29.3 ifiv, -&Fr--- ar (PSF) CONDITIONS" 60 3.1. 11.11 15511 3.0' 50.0 16611 991, 3.16 1.4" w- 3.ju 23.9 ool --ts. 55.0 l5v 30 fg-O.- to" 26.0 iS4 99P 3.8" t.5` 30, I A477 1. 30 i2W' _3W 1.Wl 60.0 146" 166" 20.0 isg " 35.0 law law, 1 ISVI owl 3.10 1.1 65.0 143" owl 3.1- 0" 40.0. 137.. 14V 156" S.W 70.0 137, ............. 46.0 133., 141' as" 3A, 75.0 133" 40 120, 14" 29' 8 50.0 137" 108, 301 - tall 80.0 128, 126" 134* 40 120, 3.0`1 2.2" BSA 125" 132" 5.8"• 2.7" 60.0 - 124" 13-V 14V lar BY' - 2.W GOA '1211" i58" 50 VV 0 B. a 05.0 121 1129" 143" 145' 5.7" 00 95.0 ile" awl 3.1' 1.11, till 100.0 116, go" 3.1" 1.7" 70.0 Jig- 126' '117" awl 3.91 1.7.1 106.0 112' low, '3.1. 2.01 7S.0 1 7" 124" 13r 99" 3.01 so 7 i1s. 12W" 2Ar 110.0 iib" 1120 50 r 600 50 lor 115.0 io?" 1327 S 12V 12W 3.Vl "1 S0 3J" 550 90,0 119, is 421. 137" Sx. 3.6" 120.0 105" ISS" 5.5' S.2"95.0 110" 117" Ila" fi0126.0 103" awl 3.1" 11.1. , ilb, low 100.0 GD" 1130.0 loill SW` 3.11 - 105.0 1071 112 1127 60 IUD` 3.0' 60 lor 3.1.1 2.1 135.0. owl ' --Flo-5 low1311, , Ila" 110" _57. 3.5t 140.0 9v 120 3.f 2.7' --- -1 P_ 116.0 1051 107" 107" 50^ 3.0' 146.0 92, T40 3.1. 50' W 120.0 100 105, 84- 3.0' 150.0 89" awl till 70155.0 owl BV 3.V so, 3.07 7-cr 3.1. 101, 3.6" INA sap 70 or 126" _57" 01. 3.1. t.2" 165.0 1120'. 3X 113$0 Go' 391170.0 76" 137" 50 awl 3.0" Ij., Gwt 4.6' 140.0 84" 178.0 TV 3.1r I.V 146.0 so or 3.0" 20 A126n -Tao-.0 74" -84" 0.1" 1.6" 1 6'* 79" 84" go. Ga. 1111'. 30 '160.0 liv. - go" 3.11, 2.r. So- so. &W, 185.0 7r Go '165.0 60* 1.3" 7wo 031, 100.0 12W 3.7" 1600 Be -3W 1.61 P; iss' so. 68- 121" 50 3.r 0 110 3.0" 2.5" a go" BL 66" awl 3.1- tv 170.0 110_ 3.r :21 01 1 d 84" 3.1" 1.61 176.0 60, so, 3.01 13" FOR BUILDOUT MOUNT MAXIMUM Ila or 11. ZVI 4. Be 180.0 120 SPANS AND PRESSURES,SEE 165.0 105. TABLE+CONSHEErG/13 120.0 Ing" ar 3.1. tr 195.0 5. FOR BUILDOUT MOUNT MAXIMUM SPANS AND PRESSURES,SEE 1120 Of 1.B"19 - 200.0 99 TABLE C ON SHEET 6/13 lov, 3.11, 1 3.0" TABLE I AND 2 NOTES*- • TABLE 3 AND 4 NQTE5' MIA -AND-BROW Mj_pA ARD QF COUNTY ........_....j._.yVHZ DEFINED AS,�____ MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. CCU�jy r .LOR T DA 2. DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN TM 2, DESIGN PRESSURES SHOWN IN'ACCORDION SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN % PRESSURES AT EACH RESPECTIVE SHUTTER SPAN' PRESSURES AT EACH RESPECTIVE SHUTTER SPAN. 9D 3. THE 6.8 SYSTEM MAYBE MOUNTED WITH-(HE INSIDE AND 3. 140 SEPARATION FROM GLASS IS REQUIRED FOR OUTSIDE OF THE SHUTTER BEING REVERSED,FOP,EXAMPLE: INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF IT IS PERMISSIBLE TO MOUNT19 A WOOD OR CONCRETE f THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES. E BACK OF THE SLAT FACING OUTWARD.FOR 4. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND BEAK WITH THE S THIS CONDITION poSMVE ALLOWABLE DESIGN PRESSURES OUTSIDE OFTHE SHUTTER BEING REVERSED.FOR EXAMPLE:IT AS NOTED IN TABLE%ARE IN THE DIRECTION TOWARDS THE IS PERMISSIBLE TO MOUNT70 A WOOD OR CONCRETE BEAM HOST STRUCTURE AND NEGATIVE ALLOWABLE DESIGN WITH THE BACK OFTHE SLAT FACING OUTWARD. DST STRUCTURE. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PRESSURES ARE AWAY FROM THE H PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, 4. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT BE PERMITTED,FOR SPANS BETWEEN THOSE INDICATED ABOVE, HURRICANE PROTECTION THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL THE DESIGN PRESSURES FOR THE. NEXT HIGHER SPAN SHALL USED. 6 BE USED. s,4 GENERAL NOTES: y'i9 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE VARIES - NO LIMIT m INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. h 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDATOP TRACK BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR-ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND-ASTM-E1886/EI996/E330. _ 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND co ZONES,IN ACCORDANCE WITH ASTM E1996-09.1T IS ACCEPTABLE BY CODE UNLESS OPTIONAL z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ¢ PLAN 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND M LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. �F¢•- VIEW 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 WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 F p y SHALL BE USED. F 8. S THE E.S�YSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC = 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 0 J 0. ONLY.BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME XXl PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE W CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR W BE VERIFIES THATTHE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMCIO THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE BOTTOM TRACK F DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM INFORMATION: TOWN&COUNTRY INDUSTRIES LOCKING MECHANISM SEE FORT LAUDERDALE,FL ' MISSILE LEVEL D-ASTM E1886,E1996&E330 TYPICAL PLAN VIEVS LL TAS 201,202&203 FLORIDA BUILDING CODE APPROVED ! 13. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM•Fy OF 25 TYPICAL ACCORDION 14. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A SHUTTER ELEVATION < MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4YO OR 3/16110 5052 � ALUM.ALLOY. N.T.S. _ 15,. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH-LOCK OR - m BOX_LOCKALCENTER_QR SIDE_CLOSURE.=_-—. --- .� 16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGEp AS FIELD CONDITlONS'REQUIRE:'"""- -"-'"------- - - - --- `- • 17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. - 18. MOUNTING EXTRUSIONS MAY BE BENTTO FORM A CURVE WITH A MIN.RADIUS OF 10". e 19. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 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 ABOVE-NOTED BUILDING CODE u 22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND OUTSIDE OF THE SHUTTER BEING e REVERSED.FOR EXAMPLE:IT IS PERMISSIBLE TO MOUNT TO A WOOD OR CONCRETE BEAM WITH THE BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN ' si PRESSURES AS NOTED IN TABLE 1 ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE AND w e NEGATIVE ALLOWABLE DESIGN PRESSURES ARE AWAY FROM THE HOST STRUCTURE. 23. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK h PROJECTION VARIES 4.874' MAX, 3,610' f 115" .0681, ?.782" 1.907' -425" S., 0 .997"- 1.82S" A T 10V c- 1.708"- a1708' .100'�, 1.7oB" 1.7 a, 10 068MI .100--, 0 a. ON 099 .1 19 r; r-1951, Jioo 9 .143 r19 5 14433" Vt S- 143' .19 43' 168" th m N 0 .0 15" 062 cu .4 e 06-21. Ia6 Ln 6301 .200 6 200 30" f201 1.510, 062" 30 1510, -062" 0 .062" 6.4 .062! R 11 1 co 630 1.25 71" .971" .971" .09 v 1.708" 1 '09s, 2.0i" -- 1. 01, 1.250" 1.200" .095"M . .971" .03014:-2.74 T 3.610" 5.745"m X. 5.74,5"MAX. I i LITE 2-LEG WALL Oj WALL BUILD OUT WALL HEAVY 2-LEG WALL HEAVY HEADER/SILL LITE HEADER/SILL SCALE:HALF StZ SCAM HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE WHERE SHOWN SCREW BOSSES & FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 2.655' 2.655" ..875' 2.195' 1.2190, 1.825" 2.19S" 51 p-. 1.583" 2.655' 21365, .588 0 .510" :J3 1.06.0 09, .510, .460' .085, "sof �71 1"UL- 00 N "q 8951 0 C3 .6 cd M co wII 0 p 400' cd cq eo, AOS, En 04 cu -,: TYP C3 cd cu i cq in 05 41105, C4 y .10S.. 1.230" 1 �1 TYP. 069 .621' 875". 3.6 .875" all 621' .250" 4.5101 2.195, ZE ZE SILL ADAPTER 10 EXTENDED SILL ADAPTORMID SILL MID SILL ADAPTOR O ILL EXTENDED SILL SCALE:HALF SIZE G SCALE.HALF SIZE' SALE:ALE.HALF SIZE W-ALE.HALF SIFE @ SCALE;HALF SIZE SCALE-HALF SIZE 1994' 5 4 30.225. 314" 4.140" .0601 )R ;25, 31963 11 .25811 .0�135 :Es� r 6 1 C, co c 030R 054" 022" L-1,57V U10' C2 u 0 in 69" R 3.41 .341' 0.080 0.080, 13O TYP. 6.8 SLAT/BLADE @ 6.8 STARTER .609. .630' 1,1096 'gC-ALE.HALF SIZE OD ct, SCALE..HAMSIZE.--- Min RADIUS CEILING HEAD SILL 4,0.096' cd 8 WALL SILL 4.5101, co LM HALF SIZE Lfdeo, I 4 a 1080, SCALD HALF SIZE rc .310, C2 m 4.102" 630, ,080 0.080, 0 0co 4ca .2271. %D .0541, 31 .420' b m 14 CEILING HEADER/SILL q 15 SCALEt HALF SIZE WALL SILL CLIP NECTOR SLAT/BLADE 6.8 STACKZCO SCALE-HALF SIZE SCALE:HALF blZh O .37SO 1.950" 125' 2.018' N SCREW THUMB -- STAINLESS STEEL (`'r 2Bo ANN tr' S.10y o Z ASSEMBLY I .320.0 HOLE e } la in o Ip'1I .050" WHEEL -LONu-p o mm, o n -- ----- -- --- a - - -- ----- ---- - 062 -�/ a - 1.too" .240' --- -- - -- V � 750" a 1 5' MAX. L TYP.AT EVERY OTHER 870" 20 RECESS SILL FOR USE WITH INSIDE JOINT AT TOP. ANGLE SCALE:HALF SIZE ® AND ®ONLY CYLINDER-SOLI°BRASS,NICKEL PLATED 19 �� ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED SCALE:HALF SIZE 21 SLIDE ROD O SCALE:HALF SIZE NOTE:MAY BE KEY OPERATED OUTSIDE OR THUMB SCALE:HALF SIZE TURN OPERATED INSIDE. v 23 BRASS PUSH LOCK N NYLON WASHER SCALE:HALF SIZE .9 OR ALUMINUM .357' R - (NYLON BUSHING 4%S S`S 4.00°' -e - - - - -- --OPTIONAL)---- -14 -pPT10NAL1-- -- - -- 4276 - -- - - �o.- - II ` - m 14 x 2-3/4"410 HT S.S.INSERTS SCREW W/ cqTC ULTRACOTE COATING -INTO (TYP TOP&BOTTOM) 2,250' cTRACK 1 5' %in YLON BUSHING W/WASHER: ,137' 7/16"0 x 1/2"@ INTERIOR JOINT TOP N 224' I 7/16"0 x T'@ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR26 BOX CENTER INSERT 2.750' 2.auo• SCALE:HALF SIZE Zq BUSHING ASSEMBLY DETAIL 27 RAINGUARD ACK SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF,SIZE c 1.978' 2.125' a 1.742' 2.702" 2.642" .623' 236' .286' ui 0 1.710' 224' 267' 2.465" 2.405" 1.110' • 2.289" 2.216" 443' .443 vni m 090' o M c0 + + W 1.084' p1 n n N ,284 �6i m n 1.200" 1.100" OD X26, om c ao 1.100" N o + m `' N • • • • • o o .190" .250" N 3 nl CU o �' in N N N N {4 ro ;250" 12$' s 11068' ' o+ .: n n r�i cn o v7 a a 239 in n m m n?•n o in ,496. .: ., .: .;.. ui F LL 3.443' 1,758' N m 125"�5� 125" m 190" .125" .160' 1.°01' 062' 222'•k F U. .062' :.176' O 31 MALE BOX CENTER 32 FEMALE BOX CENTER 33 OUTSIDE CENTER MATE 34 INSIDE CENTER MATE 2003 6.8 CENTER MATE 30 UNIMATE LOCK ` 2g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE' SCALE:HALF SIZE _ ,062' `3 STEEL�NUT INLESS ~ co NOTE-ATTACHMENT SCREWS FOR 400• END STRIPS HALL BE DID TORR MEOW x 13/16' WIDE HEAD STYLE VARIES X OR PHILLIPS DRIVE SCREWS, - m-- - _.•_=. _.-:-_ - _.. _-_- - - - - - ._..... ._-_......w.- __: - - _.:.- AND G iE ED O LY:-.......-.. A 30 38 THUMB SCREW �;, `0-1_.. O SCALE:FULL SIZE m 1/4-20x1 OR 5`16-18x1 0% D e MnCHINE SCREW s IAINLESS n „ in STEEL m c�t 5/16"0 INTERNAL x m m 188' THREAD c TYP, 37 T-SCREW INSERT a �w l,oso' 4.500' (--�.689' POWDER COATED,ZINC DIE-[AST SCALE:FULL SIZE m U SECTION A 36 T-LOGIC ADAPTER n 1. a 254• 400 40b 40c INoUSTRIALESYSTEMS (OPTIONAL) �• 7,aoo' e nt p1 END STRIP i v SCALE+HALF SIZE a " . 35 BOX LOCK 39 2X7 ANGLE 2 8c 3 EXT SCALE:HALF-SIZE - SCALE:HALF SIZE oy x.125' SCALE: HALF SIZE G f O ' J11'11 ASTENER @ 18"O.C. DIST. EXISTING GLASS ♦0� SE ANY ANCHOR SHOWN EXISTING GLASS EDGE DIST. ANCHOR SCHEDULE). N z _ 4 �>"�� F -- — --- - EMBEstLL (INTERIOR) - W. 41 °a OF..Of LEGEMBED (INTERIOR) 17 M UM.ANGLE 1C x T M- 6 O 2"x 5"MAX.(ANGLE LEG 33 4 29a 296 EDG AY BE REVERSED) DIST• 38 9 ASTENER @ 18"O.C.(USE ANY 13 15 ANCHOR SHOWN IN ANCHOR 21 38 13 23 29a 296 m 13 13 13 13 SCHEDULE,1"MIN.EDGE DISTANCE). TO & 29 #12 x 1/2"GALVANIZED BOTTOM 1/4-20 THUMBSCREW (EXTERIOR) 6.80"(TYP.1 I OR S.S.SMS,3/16"0 ALUM. INTO CENTERMATES 1/3 H 1/4-20x1 THUMBSCREW INTO POP RIVET,OR 1/4-20 TO 2/3 SHUTTER SPAN ECEIVING HOLE (EXTERIOR) THREADED HOLE.LOCATED @ MACHINE BOLT&NUT SHALL D 3/8" MAX WIDTH UP 1/3 SPA14 TO 2/3 SPAN FROM @ 18"O.C. TO 1"HEIGHY. TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY e'-3".USE TWO THUMBSCREWS SCALE:3"=1'-0" ON BLADES>W-3",ONE @ 1/3 SPANSCALE:3"=T-0" AND ONE AT 2/3 SPAN FROM BOTTOM LOCKING DETAILS FOR OF BLADE.TYPICAL.FOR LOCKING CENTER MATES • SHUTTERS,A BRASS PUSH LOCK 23 SHOWN ON RANDOM USE(1]BRASS PUSH LOCK DETAILS OR(1) 5/16-18 THUMB MAY BE SUBSTITUTED.WHEN USED WITH SCREW l 0 T RE DE CENTERMATE#29 AS SHOWN,RECEIVING SEE END STRIPSCHEOULE t INSERT 37 AT 1/3 SPAN HOLE FOR THUMB SCREW MAY BE 7/16" Slim.4.Ncq TO 2/3 AN FROM FORNAX.SPAHWHEN BOTTOM OF SHUTTER. 90 � USING40a,4060R40[ RECEIVING HOLE SHALL BE zi 3/B"MAX WIDTH,UP TO vx $ 1"HEIGHT. 30 l �Iv, ` ENA STRIP SCHEDULE "81" r r PSF SPAN \ 40 USE APPROPRIATE 1"BIO(2.7") 62 low, 72 100' ` STARTER STRIP TO 112 80" 4O BROMINE CONDITIONS.FOR 13 2!'810(3.7') 62— 95" FASTEN STARTER ai 23 a2 93"STRIP TO TRACK W/. I (INSIDE) 3"810(4 62 8G" 2/#10xl"SCREWS v I .7'9 72 79" AT CORNER (HAND-TIGHTEN ONLY).s2 7" ALTERNATE END STRIP DETAIL 1.6'X3" 49 93" SCALE:3"=1'-e" ANY TRACK a � a o x0.099" s2 87" W/SCREW BOSSES. 13 rmsa ( ANGLE 67 83" s091R.'e: 60 81" ,n L m„w,o,,p,or 64 78" W "" 4I1i1 0�ii 70 75'. o SILL 1 j 73 73" a 0 I � ( 2'X3" 45 139" c N x0.126" 32 123' EXISTING GLASS = v 13 ANGLE Go 120" O 64 116" v 30 „�; 'N USE 11 BRASS PUSH LOCK INSIDE 1 USE(11 BRASS PUSH 70 111' a v5d OR(1 5/16-18 HU B (INSIDE) N 7 M LOCK OR'(1)5/16-18 30 13 73 109' � � SCRE I 0 THREADED E THUMB SCE2EW INTO 2X4" 45 145" �:-oa INSERT(p37 AT 1/3 SPAN SILL 7 THREADED INSERT 37 x0.125" 52 135" "H(" TO 2/3 SPAN FROM l S A 57 129" "+UVJ BOTTOM OF SHUTTER l T 1/3 SPAN TO 2/ °, SPAN FROM BO.TJO OF (OUTSIDE) - _ s0 125" m.__. ._._....._. ._... .. __... .. .._..._ _._.,..--- SHUTTER:-REEE VI - • .. _.. ._ .-... _ _-... ....__.. ._._64_._ :121". . _ HOLE SHALL BE 3�8" 70 116" WIDTH.UP TO T' 23 1 73 1 114" CtEIGHT• FORGREATER SPANS OR LOADS — — — — TNAN SHOWN IN END STRIP 5 30 O TYPICAL OUTSIDE CORNER CLOSURE SCHEDULE,END STRIPS RID SPA A 1CHEDU90'END STRIPS MID 13 30 `.C•� USING ANY ANCHOR ONTHE DETAILS WO/CORNER POST 13 ANCHORSCIIEDULE O 8144/4'TEx 31 215 13 23 (OUTSIDE) NTS SILL STRIP ORU4.20 OOLTTO END USE(1)BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM a BOTTOM OF SHUTTER tl•Nl4 e OTYPICAL INSIDE CORNER CLOSUREa CC2 DETAILS WO/CORNER POST � �ER'N. MULTIPLE SHUTTER ASSEMBLY V+ NTS w a3 to ALUM. TUBE 2 FASTENERS �� 6063-T6 ALLOY �-� � EACH ANGLE SEE TABLE A FOR SIZE. \ CZ CONNECTION TYPE ` \ REFERENCE ANCHOR EXISTING �� / : \ SCHEDULE FOR MAX. STRUCTURE 1"x 2"x 1/8" �: \ SPACING OR 2"x 2"x 1/6" , C1 CONNECTION TYPE _ MAX, 1/4-20 MACHINE BOLI ; REFERENCE ANCHOR VI/NUT 12"-O:C.-OFA-* ALUM.ANGLE ° S• SCHEDULE FOR MAX #14 SMS(@ 6"O.C. ' -AL.UM EE 3/16"6 ° 13 .I SPACING 1/ (TYP.TOP 2,BOTTOM); POP RIVETS ° C OR 17 ALTERNATE THRU BOLT THREE#12 SMS, 3/16"titi ALUM.POP I ' C1 CONNECTION TYPE w+ ,��4� 17 RIVET OR#12 SMS y _ REFERENCE ANCHOR E3QOR 6 OR( 1B"O.C.(TYP.) SCHEDULE FOR MAX. w a OR 2_Ld TABLE A(cC3) SPACING Fat _ PRESSURE VS ALLOWABLE LENGTH f MAY USE MALE OR I 2x2 3'St3"x1 8" I` w // 11 PSF No 0/� No eJ0 FEMALE LOCK-SLAT) IV "� I &FOR HHVHZ 13 F a Z x 130' 188° 13 GLASS FOR MIN, x d W y sz 2• .179° CAL CORNER CLOSURE DETAILS \ - / OR DOOR SS `� N m 72 14 CC3 TYP) / C � _x m 82 119" 17£ NTS - TABLE C: '1( I-F- 92 114' 165' - pLLOWAOLE SPANNq \ Z F- 102 110` 160" SCHEDULE FOR _ OR(EOR EL TABLE B(w) ALTERNATE THRU BOLT BUILDOUT MOUNT w ^\ OR115�` N 120 104" 147' C5 CONNECTION TYPE (DErATLF) L0 y 150 97" 131 PRESSUREVSALIOWAaLELENGIH REFERENCE ANCHOR MAX MAX w 5 \ 200 2'k2 X1/8" 3 Xd%110 SCHEDULE FOR MAX. SHUrfL•R DESIGN R aa° 114' PSF VIM, W1iH Jo SPAN PRESSURE C1 CONNECTION TYPE M1„ 1/4"MAX.FROM PIN $ REFERENCE ANCHOR GUIDE TO BUSHING r 62 113' 166' 12S IN. +/--30.1 PSF SCHEDULE FOR MAX. f- 1 WASHER(TYP.) �( 72 107• 1S7" 1211N. +/•31.SPSF SPACING 1 7" I t9 82 iol° 147' li81N. +/-31.9 PSF II =_=_=_j I 1 1151N. +/-32.7 PSF __�J 14x3/4':SMS Col 9"O.C. 92 95" 139' 1121N. +/•33.6 PSF / ANGLE TO TUBE CONNECTION 102 90" 132° 1 1101N. +/-34.2PSF EXISTING 2"x 2"x.125" 120 83" 122' 1071N. +/-35.2P5F CONCRETE, EMBED. 6063-T6?4LUM.TUBE 150 7q• 109° 1051N. +/35.9 PSF BLOCK OR 5 CONNECTION TYPE "E•. 200 64° gqu 103 IN. +/•36.5 PSF WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. $ 1-1/2"M N.FOR CONCRETE 1011N. +/--37.3 PSF SPACING v OR BLOC AND 3/4"MIN. 9g IN. +/36,O PSF m FOR WOOD 951N. +/•39.6PSF FASTENER @ iB"O.C. 92 IN-. +/•40.9 PSF Cb ALTERNATE BUILD OUT MOUNY SECTION v (USE ANY ANCHOR SHOWN 891N. +142.3 PSF SCALE:3"=1'-0" c+ IN ANCHOR SCHEDULE). 861N. 41-43.8 PSF 831N. +/•4S,4 PSF 811N. +/•46SPSF h; ACCORDION SHUTTER 781N. 41-483 PSF PER PRODUCT APPROVAL o:-' a 761N. +149S PSF w m 74 IN. +/--509 PSF I~-F 3/16 RIVET OR 1k12 2"X 2"X �°I 721N. +/-52.3P5F 090"6063-T6 M.F APPLICABLEATTOP w N H SMS 18"O.C. OR ALUM.TUBE TYP. `M~ 701N. +/-53,8 PSF 1/4-20 NUT St 17 I W 681N. +/•55.4 PSF AND/OR BOTTOM_ ;± (TYP.). 3/16"0 ALUM.POP NN�,. 661N. +/•57.Op5F dH ALUM.TUBE RIVET OR#12 SMS MR ALUM. 2"OR 3" Ez @ 18"O.C.ITYPA E Y! FOR p5-11�.1� 0 IF m 6063-T6 ALLOY 2"x 5"ll;1/8" „o ES Eta F 33 9 SEE TAB)F 6 2 FASTENERS x CONTINUOUS ", 41 a 1 I s 13 I- x 0 o 1/2"MIN. § FOR SIZE. EACH ANGLE ALUMINUM ANGLE INSIDE &F VHZ4 ' z� 2"X 3"x'/"x 2.175" t -THREE ALUM. OPTIONAL ANGLE pp w CONTINUOUS OR x ° 1"X 2"X.093" SFE TABLE2 N o N m u 6063-T6•ALUM: ••,- - _ _17 _ORIENTATION TYP. 17 GLASS u X z 2„ 6U6xCONTIN000S 1 _o.=P_OP_RIV.ET:S OR-_.__._ --- -- -.._ .�. - - _:_•:: __ - -.:.OR•DOOR.. . - 1-TGA Ml U 0 a a..-- --...._...._......_..... a.. a. -..:.. LU N M_:. ANGLE,T P -,7 THREE#12 SMS,TYP. 7 a r- ANGLE 2 0.9"MIN.THICK 6061-T6 0 0 1"x2"xI ?� OR 2"x 2"x 1/e" ALUM TRACK FASTENED 0 13 ALUM.ANGLE ANGLE FASTENED S1 TO ANGLE WITH 1/4-20 USE MALE OR FEMALE13-1 - 1 16 EXISTING 3 KSI MACHINE SCREWS AT 3" o CONCRETE!{OST LOCK-SLAT) ww E 6 C4 CONNECTION TYPE STRUCTURE WITH FROM ENDS AND 9"D.C. 13 13 u" SCHEDULE FOR MAX. 'S"O ELCO ULTRACONS 2-1/2"NIN. FOR THF.BALANCE SPACING AT 3"FROM ENDS AND EXISTING CONCRETE m #12 x t/2".GALVANIZED (OUTSIDE) EDGE DIST; 4"O.C.FOR BALANCE HOSTSTRUCTURE(3000 OR S.S.sMs,3/16"tis ALUM. WITH 1%d'MIN PSI MIN) E CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS EMBEDMENT AND 2/z' MACHINE BOLT&NUT SCALE:3"=V-0" EXISTING CONCRETE, MIN EDGE DISTANCE, SEE TABLE C FOR MAX SPAN AND PRESSURES NTS @ 18"O.C, BLOCK OR WOOD FRAMING STAGGERED WITH 3" MIN.SPACING,TYP. BUILDOUT MOUNT "' EE INSIDE SILL MOUNT SECTION SCALE I NTS SCALE:3"•=1'-0" 05 CONNECTION TYPE i w REFERENCE ANCHOR EXISTING z , FOR M SCHEDULE FOR MAX. STRUCTURE :`k, FOR psn 05 G ss xnAl SPACING ESU,XIp1. l a clu ES y 5"MAX. GLASS ApUn w o >- GLASS E TABLE 4 Cl CONNECTION TYPE 1/4-20 MACHINE B T OR DOOR 4 F�y-- OR DOOR &FOR_HWZ-- - w Uw>j m REFERENCE ANCHOR _ __ __19 _ __ -.W/NUT @ 12"O.C.- &FOR HVHZ � �" SEE TABLE 2 ~ o NSCHEDULE FOR MAX.- --@— FOR SMS @ 6"D.C.-7k SEE TABLE 2 y a o FOR MIH. 19 j s ai z /2' (TYP.TOP&80TTW d FOR MIH. i9 In w a r SFPARATI(AY y F w " o 1/4"-20 THRU BOLT-W/-- SFPARA110H X rn to w TO GLASS m o yt TO GLASS ¢ o #12 x 1/2"SMS @ 12"O.C. X z❑z m w °i LOCK NUT @ 12"O.C.OR 1: Ul m OR 3/16"0 ALUM.POP ¢w m¢¢ w F '!y #12 x 1/2"SMS @ 12"O.C.E.S. w�~¢ RIVETS 6"D.C. OR 1/4"6 E"�OIL F a N R 6 OR OR 3/16"O ALUM.POP w❑~ ALUM.POp RIVETS @ 12"O.C, u N w ❑ OR(a RIVETS @ 6"O.C. E.S. \ �� Q tau OR 1/4"0 ALUM.POP RIVETS / 11 AND @ 12"O.C.E.S. 1/4"MAX.FROM PIN ASSEMBLY 1/4"MAX.FROM PIN ESSFO EN11A1 umi ~"w'm / 1/2" 1/2"TYP. GUIDE TO BUSHING 13 I- ❑o m 9 AND 0 GUIDE TO BUSHING FAcrunes I-w X❑o o'' 0 p WASHER(TYP.) � .14101 ASSEMBLY WASHER(TYP.) m GLASS SEE FPR LE 4 y f z u w y / 1/2" i/2"TYP. EXISTING CONCRETE, w 4 CONNECTION TYPE OR DOOR SEE TABLE 2 a ❑N J C3 BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR FOR IN. Q Z IXz¢¢ 2 / SCHEDULE FOR MAX. SFPARATIOH ❑ I- 3 CONNECTION TYPE DIST. SPACING-AS SHOWN TO GLASS S um REFERENCE ANCHOR ¢ 5 / EDGE SCHEDULE FOR MAX. 4 CONNECTION TYPE IN DIAGRAM ON PG.101 $ / DIST. SPACING AS SHOWN REFERENCE ANCHOR 11.x. 3 CONNECTION TYPE IN DIAGRAM ON PG.10) SCHEDULE FOR MAX. m F m Y�J REFERENCE ANCHOR SPACING.ALT.FASTENER ❑ a OR 6 R o SCHEDULE FOR MAX. EXISTING CONCRETE, LOCATION.FRONT AND :�+ ❑ of BLOCK OR WOOD FRAMI BACK ANCHORS NOT REQ'D 1//«"MAX.FROM PIN \ SPACING.ALT.FASTENER WITH THIS LOCATION Cl CONNECTION TYPE 2„ GUIDE TO BUSHING $ / ® LOCATION.FRONT AND BACK ANCHORS NOT REQ'D REFERENCE ANCHOR WASHER(TYP.) H 1/4"MAX.FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 15 / WITH THIS LOCATION "5 CONNECTION TYPE PIN GUIDE TO SCALE:3"=1'-D" SPACING I BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR f (TYP.1 SCALE:3 1'-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET. BLOCK OR WOOD FRAMING EMBED. THE BASE TRACK MAY BE INSTALLED IN SECTIONS / k'TH4"GAPS,PROVIDED THAT EACH SECTION HASBUILD OUT MOUNT SECTION NIMUM o_72LONGETHE SILINOROCEILINNG TRACK EXISTING CONCRETE, CO SCALEp 3"=i'-0"TYP. BOTTOM ED WITH THE BASE TRACK MUST BE CONTINUOUS BLOCK OR WOOD FRAMING OVER THE GAPS BETWEEN SECTIONS, m EXISTING CONCRETE, EXISTING EDGE DIST STRUCTURE ° BLOCK OR WOOD FRAMING 4 CONNECTION TYPE Cl CONNECTION TYPE W EXTRUSION 2 EMBED. 1 CONNECTION TYPE REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE�EXTRUSION 1 REFERENCE ANCHOR w SCHEDULE FOR MAX. REFERENCE ANCHOR N SCHEDULE FOR MAX. F E SPACING SCHEDULE FOR MAX. SPACING AS SHOWNw b SPACING IN DIAGRAM ON PG.10) _ 1416 LL i/2" 3 4 ppsna w w y ` 1/2„ 1&R02 ESs AL ❑ 9 OR DOOR SEE TABIE 4 F.0 GLASS w- ��a w ❑ 0 h1 0 &FOR HVHZ 13 F y w o FO(t s m ~w m N 7/2" w #12 x 1/2"SMS C@ 12" SEE TABLE ❑ y 1[!w I- m W o W w l~- m O C,OR 3/16"6 ALUM. SIP AnOR VI o y w II '�� ~1wA y o LI--w>>a POP RIVETS @ 6"O.C. o m GLASS OR Jl i3 N w o z FOR ASTM F N m o o OR 1/4"Q ALUM.POP Q m Q¢ DOOR—T( �&FOR RVHZ s Fy-z u W A S 11F.5 E 13 x=z u RIVETS @ 12"O.C. E ❑ IF, w v GLASS - m t w ❑w~ U FOR MIH. X z p z m TABLE &FOR t5 o m SEPAfIAT10N w D:<< OR DOOR TABLE SEE TABLE 2 X z p z m TO GLASS E-i o p,F ,moo- 1/4-20 S.s.MACHINE MI 0 0¢•I- 07 AND© 1/4"MAX.FROM PIN H.w GUIDE TO BUSHING 1/2 _ ---- --- --- -......_ _..- - -..._ _ ..._. T.YP.-Wi45HER'ITYP:1:_._:. - wFz-;i: - ,�, 12"O.C. ^-•- -- ��- o w 1/4"MAX.FROM PIN 1/4"MAX.FROM PIN m w X GUIDE TO BUSHING ---C4 CONNECTION TYPE 1/2" //,,��.,, GUIDE TO BUSHING R �y WASHER(TYP.) EDGE REFERENCE ANCHOR �/ROO WASHER(TYP.I x 5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. 02 CONNECTION TYPE W/EXTRUSION �2 A E m BLOCK OR WOOD EXISTING CONCRE SPACING As SHOWN CONNECTION TYPE W/EXTRUSION 1L FRAMING BLOCK OR WOOD FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.10) REFERENCE ANCHOR ® OR REFERENCE ANCHOR SCHEDULE FOR MAX. p 3"x 3"x 1/4"CONT. 4 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING FOALTRFASTENER SPACING m 6063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16'6 ALUM.. LOCATION.FRONT AND EXISTING CONCRETE, SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BLOCK OR WOOD FRAMING (MAY BE REVERSED SPACING OR 1/4"6 ALUM.P BACK ANCHORS NOT REQ'D AS SHOWN DASHED) RIVETS @ 12"O.C. WITH THIS LOCATION �: Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3"=1'-0" SCALE:3"=i'-0" SECTION 0 nSCALE.3•'=1'-0" S FOR AST6(ESSENTIAL aclun SEE TABLE 4 It EXISTING FOR H111Z SEE TABLE 2 w vi 1/4-20 GLASS OR MIH.SEPARATION TO z STRUCTUR ALT.LEG DIRECTION MACHINE S OR GLASS ❑� O %,16063-T6 ALUMINUM 13❑w N GLES PER BEAM END, BOLT W/NUT w y _ �` I SIZE PER SPAN TUBE @_12"O.0 OR __ ----- o It-u N ❑ 1/4"0 ALL I SCHEDULE #1k x 3/4" a y ¢ POINTS SOLID SMS 6"O.C. SPAN TUBE SCHEDULE C - o SET ANCHORS ` x w¢ WITH 7/8"MIN. SPAN TUBE Utwp - - AILOWABLETUBE NUMBER - - NUMBER OF _ -MINIMUMAN N UI Z EMBEDMENT IN PER DESIGN ANCHORS PER X t7 CONCRETE OR �+ ACCESS HOLE SCHEDULE TUBE SHUTTER SPAN THIIU•BOLTS ANGLE LENGTH ( g Uri v) BLOCK,3"MIN in SIZE SPAN ( ° 19 I-- w SPACING AND TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM ( o z1­- ❑ 3"MIN EDGE - TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE w DISTANCE, ui ( `- X - 0_ z_j 60" 123.6" 135.2" 2 2 2 3 4" 7^ .�-F 5 6 ( , O O 0125" 96" 101.7" 106.9" 2 2 3 3 7" 7" ( 1 7I 3"MIN. 14 16 a w 123" 60,9" 64A" 2 2 3 3 7" 7" m J D am m 60^ :122.7"- 157.0' 2 2 2 3 4" 7" E0.DIST. FOR ASTM ESSENTIAL FADIGIES 13 u N 0 2x6x 96 124.1' 2 2 3 3 7^ 7" _ /2" 1 SEE TABLE 4 k FOR HYHZ SEE ¢z- 0.129' ( f— i/4"MAX.FROM PIN GUIDE 123" 109.6" 2 2 4 4 10" io^ a TABLE 2 FOR MIH.SEPARATION w a w ( TO BUSHING WASHER(TYP.) OR DOOR TOS vi Uai-' zke'k 60^ 186,91 2 2 3 3 7^ %^ m 9G" 155.%" 2 2 3 d 7"_ 10" WO 1/4"0 WOOD 1/4"G THRU BOLTS =0'¢ 0,125" 123" 137.s' 2 3 q 5 10" 13" LAG SCREWS @ 24" SEE BEAM- F wL- o.C,MAX.WITH 2" m H - Sul 1156,1" 240.0" 2 2 3 q T' 10" a THREADED PENETRATION 3"MIN. SCHEDULE FOR z1- 2x10"x ED.DIST. 7 96" 140,6" 229.0" 2 3 d 0 10" 16" "T"INTO CENTER OF STUDS EQUIRED NUMBER w 0.1675" n 5 6 •�y 123" 132,2" 203.1" 3 4 .5 7 13" 19" EMB."T• 14 SMS @ MIDSPAN BETWEEN - 1416 1/4"MAX.FROM PIN GUIDE SPAN TUBE SCHEDULE NOTES: STUDS FOR TRACK TO 1"x 4" TO BUSHING WASHER(TYP.j I. USE Z'x3'xl 4 OR 2"XS'Xl "ANGLES FOR 2"XS"&2"x6"BEAMS. v 1/4"�ALL 2. USE 2"XS"x2/4"ANGLES FOR ZNB"&7_"X10"BEAMS. PLYWOOD& TUBE CONNECTION STUCCO FINISH 1'•x 4"x POINTS SOLID in ` 3. USE BEAM SCHEDULE FOR DETAIL]. .125" SET ANCHORSSPAN TUBE PER DESIGN 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN ml 6063-T6 ALUM.TUBE WITH 7/8" IN. c SCHEDULE COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED EMBEDMENT IN ' TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. THIS DETAIL TO BE USED WHEN STUD SPACING CLOCKE3 MIN' 1/4-20 MACHINE BOLT S. SPAN TUBES 14AYBEUSE•D IN A MID-SPAN CONDITION WITH ,A EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SPACING AND 3' •I 121 6663-T6 ALUMINUM W/NUT @ 12"O.0 SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN MIN EDGE I ANGLES PER BEAM END, OR*14 x 3/4"SMS @ TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, `• O WALL MOUNT SECTION THIS DETAIL MAY DISTANCE. SIZE PER SPAN TUBE 6"D.C. ANCHORS,ANGLES AND BOLTS),WITFITHE SHUTTER SPAN TAKEN 1 C' ALSO BE USED SCHEDULE AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. a SCALE:3"-1'-0" AT TOP EXISTING ACCESS HOLE 6. IAP BEAMS ARE NOT ALLOWED, LT.LEG DIRECTION %, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. STRUCTURE EMBED. a MAX.DESIGN LOAD=3 72 PSF m O BEAM SPAN SECTION J ^* w - SCALE;3"=1'-0" FOR ASlhl ESSENTIAL �ORASS DOOR j OFA LIBES_SEE TABLE 4 k 13 FOR HVHZ SFE TABLE 2 x n U) EXISTING WOOD FOR MIN.SEPARATION TO z TRUSS OR RAFTER 1/2' 3" 1/2" ' w GLASS Q a @ 24"MAX.O.C. -1/2.1-1/2' ; $ N EXISTING FINISH I \ w MATERIAL r , W Q Q 1/4"MAX.FROM PIN GUIDE I I I ❑ , 1 U U TO BUSHING WASHER(TYP.) 1"X 4"x 1/8"6063-T6 w 14 16 ALUM.TUBE W/THREE m h 1/4"TILE(TYP.1 1/4"PI WOOD LAG S FINISH MATERIAL SCREWS WITH 2-3/4" pL=ERKrT��1 EMINIMUM THREADED y, 3/4"PLYWOI — 1/4"0 A325 GRADE THRU BOLT 7•'O.C. PECHTR "T"IN WOOD � I e r' OR 5/16110 A325 GRADE THRU BOLT @ 12"O.C. „ / EACH RAFTER OF TRUSS --- — ... 24 O.C.MAX.WHERE r ' -5 6 \ --- GAL1/.•OR=S:S::,_---__....._:-:::-___:-::- _::-_::::. ..:. :.. �:::::.:.:- - .:. .:....- - R - TUBE EXTENDS'BEYOND", "' ' 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THA 1<<. 5' O.C.W/1-1/4"MIN.EMB. 6", EXTEND TUBE TO G rw� 2"x 5"x 1/8"6063-T6 3 OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/8" NEXT TRUSS. \� / N w 7 j 1/4'"N WOOD LAG ALUM.ANGLE W1 THREE S :� MIN.EMU. IN WOOD SG=0.42.TO 0,55. _ I_m N w 0 SCREWS WITH 2-3/4" fi� 1/4-20 S.S.M�CHINE SCREW 13 =z .- MINIMUM THREADED 12"O.C.IN BET LEEN TRUSSE� EXISTING CONCRETE, I:, WITH 1/2"0 ACCESS HOLE ON yr g N PENETR."T"IN WOOD @ HOLLOW BLOCK OR 2"x 5"x 1/8"CONT. BACKSIDE OF TUBE OR#14 SMS X z 0 z m EACH RAFTER OF TRUSS, WOOD FRAMING.SEE !�' ALUM.ANGLE 16063-T6) @ 6"O.C.MAX.IN BETWEEN a EU m¢ 24"D.C.MAX.WHERE ANCHOR SCHED.BASED ON TYPE OF STRUCTURE F N ANGLE EXTENDS BEYOND ¢ LAST TRUSS MORE THAN (MAX.DESIGN LOAD t 72 P.S,F,1 6", EXTEND ANGLE To OH PASS THRU DETAIL (MAX.DESIGN LOAD 72 P.S.F.) NEXT TRUSS, SCALE:3"=1-D" O TRUSS MOUNT SECTION SCALE:3"=1'-0" GLASS OR DOOR 2" 2 FOR AS11A ESSENTIAL FACIUTIES SEE-TABLE 4&FOR HVHZ SEE - --- 'l :- GLASS OR Z J GLASS OR m TABLE 2'FOR MIR. a w ___I _ ___1____ DOOR--- o a -FOR- sTDM OR a SEPMAIIDN TO GLASS F m FOR� STM a w>- at a o w r a t 7Ap�I T E ci SEE F U VI� Clll & w�J F_In OR 2FORMIR. =wao 2FORMI . wia =xzwa SEPMAiI�TO X uw1 r SEPAR0.T 70 F z F 13 Z ul N 4"MIN. a i w 1 z a w "'u a RADIUS HEADER �)UNTED 13 IF ¢ 13 J o u REFCO ERENCE ANCHOR a w PARTIAL ELEVATIO ni❑F u y SCHEDULE FOR SCALE:3"= I-0" 28 Q Q SPACING j 250' 250" 250" CL to 1/4"0 TAPCON 4a1 24" C6 CONNECTION-TYPE 0 F: E g � l8 8 y O.C.WITH-1-1/4' MIN. REFERENCE ANCHOR (3_ l EMBED. SCHEDULE FOR MAX. E SPACING %E EXISTING CONCRETE OR �E E G EXISTING BLOCK ONLY.WOOD D ST. STRUCTURE- \FRAMING&WOOD ANCHORS EXISTING HOST STRUCTURE a RIOT ACCEPTABLE / O WALL MOUNT SILL DETAILMAIST TER AL FINISH E E 1/4"MAX.FROM PIN (, 2" \ SCALE:3"=1'-0" w GUIDE TO BUSHING EDGE \ DECORATIVE FLOOR TRACK DETAIL &R@ CUT IN 4"INTERVALS -', s•.a. ..:': '~.:�: :=::; WASHER(TYP.) r DIST. \ O SCALE:3"=1'-0" TO FOR U E(SEE N DETAIL P1 FOR ADDITIONAL o y -1 O RECESS SILL DETAIL \� �/ INFO). TYP.TOP&BOTTOM. SCALE:3"=1'-0" L�_ll ` SPAN I FASTENER @EACH 4"CUT H G m a � --( \ SEE ANCHOR SCHEDULE BASED �' °• •-o.a'' o� i/4"MAX.FROM 1 ON C4 CONNECTION TYPE TO ami.am m o VERIFY ANCHOR SPACING �mon'1o� awo ii PIN GUIDE TO IS ACCEPTABLE 13 N YI N v w�/ c 9 BUSHING WASHER (TYP.) '"^''•/ 10 a o 0 0 0 0 V I ' Z y NTG I�i001� NZ 3003 i a *� 1/4"MAX.FROM PIN GUIDE TO BUSHING WASHER(TYP.) EXISTING 1/4-20 MACHINE BOLT STRUCTURW/NUT @ 2"O.C. LL CUT AT INTERVALS T EXISTING FINISH FORM CURVE(SEE DETAIL l9®) MATERIAL I CONNECTION TYPE REFERENCE ANCHOR N SCHEDULE FOR MAX. SPACING(FASTENER &6063-T6 @ EACH 4"PIECE ALUM.ANGLE CUT TO 1x1"x1/B"g�•� x2"x7/B"TCH A(�D PROVIDE SUPQORT 6063-T6 ALUM.A•(JGLE CUT TO CURVED TRACK SECTION DETAIL CUT SryryUTTER EXTRUSIONS MATCH A D PROVIDE SUPPORT SCALE:3"=1'-0" NT AND BACK.WHERE OF CUTS UTTER EXTRUSIONSNT OF EXTRUSION ISFRONT of EXTRUSIONESE � �^ P2 NOT CONTINUOUS [0 TINUOUS REINFORCEMENT AS NOT REQUIRED. P1� US t9 ❑a i9 ❑ I 3`. ❑ APPROVED MOUNTING F� ' MB CONDITION.MIN.OF TWO PER B ' CONDITION MIN 0 I G PER PIECE PIECE R APPROVED FASTENER AND APPROVED FA A MINIMUM OF SPACING WITH A MINIMUM OF TWO FASTENERS PER CUT PIECEFAS7ENER5 PER CUT PIECE m / TYP. SECTION FOR SHUTTERS TYP. ALTERNATE SECTION FOR SHUTTERS 9 P2 SCALE;3"= I'-0" J P1\LYSCALE- 3'= L'-0" S • ANCHOR SCHEDULE: CONCRETE ' 2 x S I&OUTSIDE TOP FLANGE 2.5"MIN EDGE DISTANCE ANCHOR(SEE SPACING �. SECTION X) Spans Up To 6'-0" Spans Up To 8'-8" Spans Uo To 13'-0" v �:� -- - - - -- LOAD -___ - CO__ iwE -- CONN TYPE _ CONN TYPE___ _ ._ _--_ _ -- - _-_- - o ANCHOR IPSO C1 C2 I C3 C4 I CS C6 Cl I C2 I C3 I C4 CS 1 C6 Cl C2 1 C3 C4 CS C6 x 1/4"1T W TAPCON OR ELCO 48 X6.0"16.01-116.0"IG.0"16.0"16.0"16.0"16.0"110.9 10.0"IG.O"13.0"15.5"16.0" 6.5" 6.0" 9.5" 9,0" O ULTRACON WITH - - 67. 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" 5.09 •4.0" 6.0" 7.0" .p EMBED(3192ps1 MIN CONC) 72 I6.0"16.0"SD.O° 9.5" 16.0"12.5"15.5"16.0" 6.5" 6.0" 9.5" 9.0" 9.0" 8.0" q.0" 5:0" 6.0" 1 x s(TYP.1 1 x S INSIDE 3 -OR 04 HEADER-L SILL__ -06 110 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" BOT.FLAN E ANCHOR(SEE SPACING pECTION X) 200 7.5" 6.0" 5.0" 7.5" 6.011 1 5.0" 7.5" G.0" S.W." SIDE CLOSEST TO OPENING 1/4"MILLENIUM MILLFAST 48 16.0"16.0"16.0"16.0' 16.0"16.0"16.0"1G.0"11.0' 10.5 16.0"14.0"14.5"14.5" 6.S" 6.0" 9.0" 9.S" WITH 1-3/4"EMBED(3275psi 62 16.0"16.0"13.0"12.0"16.0"LS.S"16.0"16.0" 8.0" 7.0" 12.0"11.0"10.0" 9.0" 5.0" q.0" 5.5" 7.5" MIN CONCRETE) 72 16_0"16,0"10.5" 9.5" 16.0"13.5"14.511144" 6.S" 6.0" 9.0" 9.S" 8.5" 7.0" 4.0" 4.5" 6,5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. 110 13.0"113.0" 6.0" S.5" 8.0" 9.0" 8.0" 7.0" 4.0" 4.5" fi-0" 6.s" s.s" s.s" SPACING DIAGRAM FOR Cl CONNECTION TYPE' q 200 6.5 5,S" G.5" 5.5" 5.5" 6.5" Ks_7111 5.5" _ Cl CONNECTION TYPE USING PIECE Q OR Q E 1/4"ELCO CRETEFLEX SS4 48 16.0"16.0 16.011 16.011 iG.O"I6,0"16.0"iG.O"IG.O"15.0"16.0"16.0"16.0"16,0"10.0"16.5" 12.5"14.0" W/J."EMBED(3350ps1 MINLGIffl 16,0"16.011 16.0"16.011 SG.0"IG.0"16.0"12.0"10.5"1G.0"16.0"14.5"13.5" 7.0" 6.5" 8.0" 11.0" CONC) 16,0"15.5"14.5"16.0"16.0"16.0"16.0"10.0" 8.5" 12.5"14.0"12.00.5" 016.0" 9.0" 8.0" 11.511 13.0"12.0"10,0" 6,0" 5.0" 6.0" 9,0" 20,0" 80" 5.0" 4.0" 5.0" 8.0" 7 /ICOMB114ATION 8.0" 5,0" 4.0" 5.0" 8.0" 10.0" 8.0" 5.0" 4.0" 5.0" 8.0" 1D.D" 8.0" 5.0" 4.0" 5.0" 8.0" 2 x S(TYP.) 11 / COMBINATION 1"MIN EDGE DISTANCE- 9 / COMBINATION b 1/4"ITW TAPCON OR ELCO C3 C2 C3 Gl CS I 46-0 C2 C3 C4 C5 C6 CL C2 C3 C4 CS C6 O ULTRACON WITH 1-3/4" 48 1G.W' 16.0" 7.5" 7.5".16.0" 16.0" 5.0" q.5" 16.0" 5.5" 15.0" e EMBED(3192psl MIN CONC) 62 •16.0" 16.0' 5.5" 5.5" 16.0" 16.0" 12.5" 4.0" 10.5" 9.5" 6.0" N' BED(3192ps1 MIN CONC) 72 16.0"16,0" 4.5" 4.5" 16.0" 15.5" 9.5" 9.0" 7.5" 4.5" 110 14.0"14.0" 8.5" 7.5" 4.5" 7.0" 6.0" 1 x S(TYP.I 2 x S(TYP.) 200 7.0" G.0". 6.0" F1/4" LENIUM MILLFAST 48 16.0"16.0"13.0"13.0"16.0" 1G.0" 8.0" 7.5" 16.0" 9.5" 11.5"15.5" 4.5" q.0" 7.0" 6.5" NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. rl 3/4"Et46ED(3275ps1 62 16.0"1G.o" 9.0" B.5" 16.0"10.5"34.0"is.o" s.s" so" 9.s" 7.s" 8.0" 7.5" 4.s" s.o" SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE• CRETE) 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 1 WITH OUTSIDE P µ: il0 10,5"10.5" 4.5" 4.0" 6,0" 6.0" 6.S" 5.5" 4.0" 5.5" 4.5" ANCHORS ONLY fu 200 S.5" 4.5" 5.5" 4.5" 5.5" 4.5" - Cb CONNECTION TYPE USING PIECE Qe OR Q WITH , OUTSIDE ANCHORS ONLY u 1-1/4"14IN EDGE DISTANCE j 1/4"ALL-POINTS SOCIO-SET ClC2 C3 O7 CS C6 CS CZ I C3 C4 CS C6 Cl C2 C3 C4 CS C6 m u ANCHOR W/7/8"EMBED& ANCHOR NOTES: a 1/4-20 SS MACHINE SCREW 48 16.0-1116.0"19.S" 9.S"116.0"110.0"116.U"16.0" 6.0" 5.5" 16.0" 7.0" 10.5"11.0" 3.5" 3.5" 6.5" 4.5" a (3o0opsl MIN CONC) 62 16.0"16.0" 7.0" 6.5" 16.0" 8,0" 13.5"114.5"14.5" 4.0" 9.0 5.5" 7.W- 4. " 40" 3.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 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. 3.0" 3.0" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 OR 3 AS APPLICABLE(Pg 1). m .� 110 10.0"10.0" 3.5" 3.0" 6.0" q.5' G.0" 5.0" 3.0 3.0 5.zoo 5.0" 4.0" 5.0" q.o" 5, 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR e"MIN EDGE DISTANCE 1/4"ALL-POINTS SOLID-SEI EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER N ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS C6 Cl C2 C3 C4 C5 C6 Cl C2 C3 C4 CS C6 THAN OR EQUAL TO SHUTTER SPAN. 1/4-20 SS MACHINE SCREW 48 16.0"16.01,mo"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. (3000ps1 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" 72 16.0"16.0"13.0"12.0"16.0"16.0"16.0"iG.o" 8.5" 7.5" 11.0"12.0"10,5" 9.0" 5.0" 4.5" 5.5" 8.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE . 110 16.0" 16,0" 8.0" 7.0" 10.0"11.0"10.s" 9.0" 5.0" 4.5" 5.S" 8.0" 8.5" 7.0" 4.0" 3.S" 4.5" G.5" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER „ ANCHORTYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 200 8.5" 7.D" 4.0" 3.5" 4.5" G.5" D.5" 7.0" 4.0' 3.5" 4.5" 6.5" 8.5" 7.0" 4.0" 3.5 q.5' 6.5" CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 2-5/B"MIN EDGE DISTANCE CONNECTION TYPE. 1/4"POWERS SS DROP-IN W/i/4-2o SS BOLT AND Cl C2 C3 C4 CS• C6 Ci CZ C3 C4 CS C6 Cl C2 C3 C4 C5 C6 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE in 1"EMBED(3000ps1 MIN qe 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" G.0" 5,5" 7.5" 9.0" ONLY. CONC) 62 16.0"16.0"12,0"11.0"16.0"14.5"15.0"16.0" 7.51116.5' 10.0"10.5"'0.5" 8.0" 7.0" 72 16.0'! 16.0" 9.5" 9.0" 16.0"12.5"12.0"12.5" G.0" 5.5" 7.5" 9.0" 7.0" 6.0" 6.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT• N 110 11.0" 11.0" 5.5" 5.0" G.5" 8.5" 7.0" 6.0" 6.0" 5.5" 5.0" LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 200 5.5" 5.0 5.5 S.W. S.5" S.0" FINISHES. y 3-i/2"MIN EDGE DISTANCE 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ri/4"POWERS SS DROP-[N Cl C2 C3 C4 CS CG Cl CZ C3 C4 CS C6 Cl C2 C3 C4 C5 C6 VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING m0 SS BOLT ANDD(3000ps1 t41N 48- 16.0" 16.0"16.0"16,0"16 Q"i6.o"36.0"1G.D"11.0"Ip.O"16.0"14.0"13.0"13.0" G.5" 5.5" 8.0" 9.5" MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR . . -62=16:0"16.0"13.0"12.W!IG:O"15:5"16:0_'16.0'':8.0."- 7.0"•10.5'!11.0" 9.0"- 8.0! SIDE CLOS RE PIECES.n -- __...------...._....----...--•-•--•---------._._.----•---------._..---_..__..--'----------...------............... 77. 16.0"16.0"10.5" 9.5 16.0 Y3.5 13.0 13.0 6.5 5.5 8.0" 9.5" 7.5" 6.5" 6,5" G. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FAS7ENER I 110 3z.0"11.5" 6.0" 5.5 7.0 9.0" 7.5" 6.5" 6.5" 6.0" 5,0" 5.5" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN. WOOD STUD.3/4" S. 6.0" 5.0" 5.5" 6.0" 5.0" 5.5" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. UG SCREWS SHALL 200 6.0" 5A" HAVE PHILLIPS PAN HEAD OR HEX HEAD. a• 2"MIN EDGE DISTANCE 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 3JT'ENGAGEMENT OFTHREADS IN 1112 SI4S W/2"EYEVIALL Cl C2 C3 C4 CS C6 Cl CZ C3 Cq C5 CG Cl C2 C3 C4 C5 C6 BASE ANCHOR AND MAY HAVE EITHER A PAN EAD TRUSS HEAD OR WAFER ARMOR INSERT W/2"EMBED 48 16.0"16.0"13.0"13,0"16.0"13.5"16.0'!16.0" 8.0" 7.5" 16.0" 9.5" 14.5"15.0" S,0" 4.5" 9.0" 6.5" ` ' 2000 sl MIN CONC) . HEAD(SIDEWALK BOLT),U.O.N. ( P 62 16.0'16.0" 9.5" 9.0" 16.01,IO.S"16.0"16.0!' 6.0" 5.5" 12.5" 7.5" 10.5" 9.5" 3.5" 3.5" 5,5" 5.0" " " r. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, p_ 72 16.0"16.0" 8.0" 7.S" 16.0" 9.5" 14.5"15,0" S.0" 4.5" 9.0' 6,5 8.5 7.5" 3.0' 4.5 q.5 $ �F- 110 13.5"13.511 4.5" 4.0" 8.0" 6.0" B.5" 7.0" 3.0" 14.5" 4.0" 7.0" 5,5" 3.5" 3.5" x DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 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" NUT OR WASHER WINGNUT. E z<12 SMS\v/2.75"EYEvlALL 48 16.0"16.0"16.0"16.0"16.0"16.0"16.01,16,0"11.5"11.0"16.0"14.0"16.0"16.0" 7.0" 6.5" 11.5" 9.5" 10. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. v 62 16.0"16.0"13.5"13,0"16,0"15.5"16.0"16.01 8.5" 0.0" 16.0" ARMOR INSERT W/2.5" , „ , „ „ , „ , v EMBED(2000ps1 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' 6.011 6.0" 11. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO S 110 16.0"16.0" G. 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' DRILL INTO HOLLOW BLOCK NOR SHO�LD IMPACT DRILLS BE USED TO INSTALL is 200 9.0" 6. Sl CONCRETE SCREWS TO HOLLOW BLOCK ANCHOR-SCHEDULE: CONCRETE (CONT.) 2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE Spans Up To 6'-0" Spans Up To W-8" Spans UP To 13'-0" Spans Up To 6'-0" - Spans Up To 8'-8" Spans Up To 13'-O" LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ' ANCHOR (Psi Ci C2 C3 C4. C5 C6 C1 C2 C3 C4 CS C6 C1 C2 C3 64 C5 CG Cl C2 C3 C4 CS C6 Cl C2 C3 C4 CS 06 C1 C2 C3 04 CS CM 5/16"ITW TAPCON XL WITH 48 16,0"16.0"16.0"16.0"16.0"116.0"16.0"16.01,15.0,11341,16.0"SG.O"SG.O"16,0" 9.0" 8.0" 11.5"12.5"16,0"IG.O"16.0"16.0"16.0"16.0"16,0"16.0"15.0"14.0"16.0"I6.0"16,0"16.0" 9.0"[8J)"1120"13.. -_-_1-3/4"EMBED(2899psIF1IN 62•iG.O"IG-0"116-0"116-0"k"".' 1G.0"16.0"16.0"10.5" 9.5" 15.5"14.5"13:0"12.0" 6.5" 5.5° 7.5" 10.0"16.0"16.0"116.011 16.0"16.0"16.D"16.0"16.0"11.0" 9.5" 16_0"15.0"13.5"12_5" 6.5" 6.0" 7.5" 10,Oi CONC) 72 16.0 16,0"14.0"13'0" 16.0"16.0"16.0" 9.0" 8.0" 11.5"12.5"11.0" 9.5"- 5.5' 4.5' 5.5 8.5" 16.0"16.0"14.5"13.0"16.0"16.0"16.0"16.0" 9.0"- 8.0" 12.0'=13,0°i1.5"10.0"-5.5"--5.0'! 6.0" 8,5" -0 110 16.0"16.0" 8.5" 7.5" 12.0"10.5" 9.0" 5.5" 4.5" 5.5" 8.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 16.0"16.0" 8.5" 7.5" 10.5"12.0"11.0" 9.5" 5,5" 4.5" 6.0" 8.5" 9.0" 7.5" 4.5" 4.0" 4,5" 7.5" 200 9.0" 7.5" 4.5" 4.0" 7.0" 9.0" 7.5" 4.5" 4.0" 4.5" 7.0" 9.0" 7.5" 4.5" 4.0" 4.S" 7.0" 9.0" 7.S" 4,5" 4.0" 4.5" 7.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.5" 9.0" 7.5" 4.5" 4.0" 4.5" 7.5"5/16"ELCO ULTRACON 1Y1TH 48 16.0"16.0"1G.O"16.0" 16.0"SG.O"16.0"16.0"15.5"1G.O"16.0"16.0"16.0"10.0" 9,0" 12.0"15.0"IG.O"16.0"16.0"16.0"16.0"IG.O"16.0"16.0"16.0"16.0"IG.O"16.0"16.0"16.0"11.0" 9.S" 13.516.0" w 1-3/4"EMBED(350ops1 MIN 62 16.0"16.0"1G.O"16.0" 16.0"SG,O"16.0"12.0"11.0"1G.0"16,0"14.0"13.0" 7.5" 6.5" B.0" 11.5"IG.O"16.0"16.0"16.0"16.0"�15. .0"160'16.0"13.0"12.0"16.0"16.0"15.5"14.0" 8.0" 7.0" B.5" 12.5" CONC) 72 16.0"16,0"16.0"15.0" 16.0"16.0"16.0"10.0" 9.0" 12.0"15.0"11.5"10.0" 6.5" 5.5" 6.0" 10_0"16.0"16.0"16.0"16.0"16.0" 0"16.0"16.0"11.0" 9_5" 13.5"16.0"13.0"11.0" 7.0" 6.0" 7.0" 11.0" Z 110 I6.0"16.0" 9.5" 8.0" 11.0"14.0"11_5"LO_0" 6.0" 5.0" 6.0" 10.0" 9.5" 8.0" 5.0" 5.0" 8.5" 16.0"16.0"10.5" 9.0" 12.0" 5"12.5"I1,0" 6.5" 5.5" 6,5" 10.5"10.5" 8,5" 5.5" 5.0" 9.0"u 200 9.5" 8,0" S.0" 5.0" 8.5" 9.5" 8.0" 5.0" 5.0" 8.5" 9.5" B.D" S.0" 5.0" 8,5" 10,5" 8.5" 5.5" 5.0" .0" 10.5" 8.5" 5.5" 5.0" 9.0"110.5"18.5" S.5" 5.0" 9.D" E 1/4"POWERS TAPPER+W/ 1-1/2"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE a 1-3/4"EMBED(3000psl MIN C1 1 C2 1 C3 I C4 GS C6 C1 C2 I C3 I C9 I C5 I C6 CL C2 C3 C4 CS C6 Cl C2 I C3 I C4 I CS I CG I CL I C2 I C3 I C4 I C5 I C6 Cl CZ C3 C4 CS C6 b CONC) 48 1G.O"16.0"10,0"10.0 16.0 10.5 16.0 16.0 G.0" 6.0 16.0 7.0 11.0 11.0 G,5" 5.0 16.0 iG.O"1G.0 16.0 16.0 16.0 16.0 16.0 11.0"10,0" N 62 16.0"16.0" 7.0" 7.0" 16.0" 8.0" 13.5"14.5"04,94,00" 9.0" S.S" 7.5"[�40'1 7.0" 16.0"16.0"12__5"12.0"16.0"14.5"16.0"16.0" 8.0" 7.0" 13.5"10,0"11.5"10_5" S.0" 4.5" 6.5" 7.0" 72 16.0"16.0" 6.0" S,5" 16.0" 7.0" 11.0"11.0" 6.5" 5.0" 6.5" 16.0"16,0"10.5" 9.5" 16.0"12.5"16.0"16.0" 6.5" 6.0" 10.0" 9,0" 9.5" 8.5" 4.0" 5.0" 6.0" v 110 10.0"10:0" 6.0" 4.5" -6�0" Si5" 5,0" 6.0" 5,5"- 9.0" 8.5" 9.3" 8.0" 4.0"- 5.0" 6.0" 7.S" 6.5" 4.0" 5,0" Z004.0" 5.0" 4.0" 5.0" 4.0 7.5" G,5" 4,0" 5.0" 7.5" 6.5" 4.0" 5.0" 7.5" 6.5" 4.0 a m ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK q 1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE f t- Spans Up To W-0" Spans Up To W-8" Spans Up To 13'-0" Spans Up To W-0" Spans Un To 8'-8" Spans Up To 131•0" F U LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE o� O ANCHOR (PSI) Cl% C2 C3 C4 C5 CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS S 1/4"I'FW TAPCON WITH 48 7.S" 7.S" 3.0" 3.0" 7.5" S.0" S.0" S.0" -3.0" 3.0" 10.5"104" 6.5" 6,5" 10.S" 7.0" 7.0" 3.S" 3,5" 7.0" 4.0" 4.0" EMBED 62 G.0" 6.0" G.0" 3,5" 4.0" 8.0" 8.0" 4.5" 4'.D" 8.0" 5.0" 5.5" 3.5" 3.0" ANCHOR NOTES:SEE SHEC_T 72 5.0" 5.0" 4.5" 3.0" 3.0" /7.0" 7.0" 3.5" 3;D" 6.0" 4.0" 4.0" 10 FOR ANCHOR NOTES. �} 110 7.00 lm- /// / 1/4"ELCO ULTRACON YlITH 48 11.5"11.5" 6.5" 6.5' 11.5" 8.0" 8.0" 7.5" 4.5" 4.5" 1151111511. 6.0" 6.0" 11.5" B. v 1-1/4"EMBED G2 9.0" 9.0" 4.5" 4.0" 9.0" 5.5" 6.0" 9.0" 9.0" 4.0" 4.0" 9.0" 5.5" G,0" 72 7.5" 7.5" 6,5" 4.5' 4.5" mm 110 4.0" 4.0" 4.0" 4.0" 200 1/4"MILCENIUM MILLFAST 48 14.0"I4.0" 6.0 6.0" 14.0" 9.5" 9.5" 9_0" 5.5" 5.5" 15.0"15.0" 9.0" 9.0" 15,0"10.5"10.5" 5.0" 5.0" 10.0" 6,0" 6.0" n AN LY/1-1/4"EMBED 62 10.5"30.5" 4.0" 4.0" io.5" G.5" 7.5" 4.5" 4.0" 11.5"11.5" 6.0" 5.5" 11.5" 7.5" 8.0" 5.0" 4.0" 4.0" 72 9.0" 9.0" 8.0" 5.s, 5.5" 10.0 10.0" 5.0" 4.5" 9,0" 6.0" 6.0" 310 5.0" 5.0" 00. 5.5" 5.5" CE 200 =+ Y 1-1/4"MIN EDGE pISTAN 2"MIN EDGE DISTANCE 0 1/4"ALL-POINTS SOLID-SET m CL C2 C3 C4 CS C1 C2 C3 C4 Cs a C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 C5 Cl C2 C3 C4 C5 ANCHOR 1Y/7/B"EMBED& 48 13.5' 13.5' S.5" 5.5' 13.5' 9.5" 9.5" 3.5" 3.0" 9.0" 5.5" 5,5" 3.0" 16.0"16.0" 9.5" 9.5" 16.0"16,0"16,0" 6.0" 5.5" 16.0" 9.5" 9.5" 1/4-20 SS MACHINE SCREW y oe r72 10.5"10.5" 4.0" q.0" 10,5" 6.5" 7.0" 4.5" 3.5" 3.5" 16.0"16.0" 7.0" G.5" 16,0"11.5"12.5" 4.0" 4.0" 8.0" 6.5" G.0" 3.5" z 9.0" 9.0 3.0" 3.0" 8.0" 5.5" 5.5" . 3.0". 15.5"15.5" 5,5" 5.0" 14.0" 9.5" 9.5" 3.5" 3.0" 5.5" 5,5" 4.5"3.0" 3.0" 8.5" 8,5" 3.5" 3.0" 5.0" 5.5" 4.5" q,5" 3.5"S.0" 5.0" Q 4,5" 3.5" 4.5" 3.5" 4.5" 3.5" O 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE o p S/1G°171Y TAPCON XL WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 C4 CS x 1-3/4"EMBED48 1G.0"16.0"11.5"11.5"16.0"12.0"12.0" 6.5" 6.0" 11.5" 6.5" 7.0" 4.0" 4.0" m61 13.0 13.0 8,0" 7.5" 13.0" 8.5" 9.0" 4,5" 4.0" 5.5" 4.5" 4.5" 11.5"11.5. .6.5'�.5,5!' 10,0'_'.6.5:'. .7.0"_ 4.d". A.01-1 • 110 200 rc i-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE g 5/16"ELCO ULTRACON WITH Cl C2 C3 C4 C5 I C1 I C2 C3 C4 L5 Cl C2 C3 C4 CS CI C2 C3 .C4 CS Cl CZ C3 04 1 CS I Cl I C2-1 C3 I C4 I C5 w 1-1/4"EMBED 48 10.5"10.5" 5.5 5.5 10.5" 7mil"; . . . . . 12,5"12.5" G.0" 5.5" 12.5" 7.5" 7.5" CO,' 80 5 14.5"14.5" 7.0" 6.5" 14.5" 9.0" 10.0" 6.0" 5.0" 62 8.0" 8.0' , 12.5 12.5 6,0 5,5 11.0 7.5" 7,5" 72 7.0" 7.0 6.0� 110 6.5" 6.5" sc PA 200 E ai N o 14 Al ANCHOR. SCHEDULE: HOLLOW CONCRETE BLOCK (CONT.) ANCHOR SCHEDULE: WOOD (G=6.551 '�•,,'! 3/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE rj Spans Un To 6'-0" Spans Up To 8'-8" Spans Up To 13160" Spans Up To 6'-0"_ Spans Up TO W-8" Spans Up To 13'-0" LOAD CONN TYPE CONN-TYPE " CONN TYPE LOAD CONN TYPE •CONN TYPE CONN TYPE o ANCHOR x fn (PSI) CL CZ C3 C4 I C5 Cl CZ I C3 C4 C5 Cl C2 I C3 I C4 CS 0 SE ANCHOR (P5� Cl C2 C3 C4 CS CL CZ C3 GI CS Cl -C2 C3 C4 CS 1/4"LAG SCREW WITH 1-3/4" 48 16.0"1GO'11.5"11.5"1G,O"16.0"16.0"17.5 7.0" 16,0"16.0"16.0" 4.5" 4.S" 15.0" E 1/4"POWERSTAPPER•I•W/ 48 15.5"15.5" G.5" 6.5" 15.5"10.5"10.5"'4.0" 4.0" 10.5 6.0" 6.0" MIN THREAD PENETRATION G2 16.01,1610- 8.5" 8.5" 16.0"16.0"16.011 5.5" 5.5" iG.D"16.0"15.5" 3.5" 3.5" 9.5" 1-1/4"EMBED 62 12.0"17..0" '4.5" 4.5" 12.0" 7.5" 8.0" S.0" 4.5" 4.0" 72 1G.O"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" 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" 110 S.5" 5.5" - 200 11.5" 9.5" 2.5" 2.0" 6.0" U.5" 9.5" 2,S" 2.0" 6.0" 11.5" 9.5" 2.5" 2.0" 6.0" y O u FOD v, 7/16"WOOD BUSHING WITH 48 16.0"16.0" 9.5" 9.5" 16.011 13.0"13.0" 5,5" 5.0" 13.0" 7.5" 7.5" 3.5" 3.0" 4.5" bV #12 SMS WJ 2"tYEWALL 48 16.0"16.0" 8.5" 8.5" iG.O"13.0"13.0" 5.0 5.0" 12.5" 7.5"-•7.V -3:0" 3.0" 4.5" 0 1.13"'MIN EMBED&1/4-20 62- 14:5"14.5" 6.5"16.0' 14:5"-9.5" 10.0"-4.0"•-3.5" 6,5" -5.5" 5.0° -2.5'!-2.0'� 3.0"• p m ARt40R INSERT W/1-1/4" G2 14.5"14.5" 6.0" G.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" li.0" 7.5" 7.5" 3.5" 3.0'.' 4.5" 4.5" 3.5" 2,0" 2.0" C, E1.18ED� 72 12.5"12.5" 5.0" 4.5" 11.0" 7.5" 7.5" 3.0" 3.0" 4.5" 4.5 3.5 p �(nmct 110 7.0" 7.0" 3.0" 2.5" 4.0" 4.0" 3.5" 2.0" 2.0" 3.5" 3.0" ,ca u S 110 7.0" 7.0" 3.0" 4.0" 4.0" 3.$" 3,5 3.0 p C' 200 3.5" 3.0" f` 3.5" 3.0" �f 3.5 3.0" m 200 3.5" 3.0 3.5" 3.0" 3.5" 3.5" 3 S14 5145,i�14 WOOD SCREY/ 48 I6.D"16.0"13.0"13.0"16.0"16.0"16.0" 8.5" 8.0" 16.0"16.011 16.0" 5.0" S.0" of OR 1/4"POWERS TAPPER+ u n l'117H 1-3/4"MIN THREAD 62 16.0"16.0" 9.5 9.5" 16,0"16.0"16.0" 6.D" G.0" 16.0"13.5 12.5" 4.0"[3.5" �431. .5PINCHOR SGHEDULE: GROUT-FILLED CONCRETE BLOCK PENETRATION 72 16,0"16.0" 8.0" 7.5" 1G.D"16,0"16.0" 5.0" S.0" 12.0"11.5"10.0" 3.5" 3.0" .0.�j umut> 110 16.0"16.0" SO' 4.5" 10.S"11.0" 9.5" 3.0" 3.0" 6.0" 9.0" 7.5" 2.5" 2.5" 200 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" 4.5" 9.0" 7.5" 2.5" 2.5" .5" i 4"MIN EDGE DISTANCE ; Spans Up To 6'-D" Scans Up To 8'-8" Spans Up To 13'-0" G LOAD CONN TYPE CONN TYPE CONN TYPE cy o' ANCHOR (P5� Cl I CZ C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 ca CS ANCHOR SCHEDULE., WOOD (G=k.4'2) p" 5/1G"IT►Y TAPCON%L W/ 98 16.0"16.0"16.011 16.0"16.0"16.011 16.0"16.0 16.0 16.0 16.0 16.0 10.5" 9.5" 15.5" Z 2-1/4"MIN.EMBED 62 16,0"16.0"IG.O"16.011 16.0 16.0 SG.O"12.5 11.5"16.0"16.011 16.0" 8.0" 7.0" t0.0" 3/4"MLN EDGE DISTANCE e 72 16.0"16.011 16.0"15.5"16.0 16.011 16.0"10.5" 9.5" 15.5"14.5"12.5" G.5" 5_5" - Spans Up To 6'-0" Spans Up To t3'-8" Spans Up To 13'-0" 110 16.0"16.0"10.0" 9.0" 14.0"14.5"12.5" 6.5" S.5" 7.5" 12.0"10.0" 5.5" 4.5" 6.0° O°� ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE a o �- 200 12.0"50.0" S.5" 4.5" 6.0" 12.0"10.0" S.S" 4.5" 6.0" 12.0"10.0" 5.5" 4.5" 6.0" _�n �P Cl C2 C3 C4 CS Cl C2 C3 C7 C5 Cl CZ C3 C4 CS m 5/i6"ELCO ULTRACON 5Y/ 4B 16.0"16.0"13.5"13.5"16.0"16.011 16.011 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" iG.O"16,0"16.0" G.0" 5.5" 16.0"1G.0"116.0" 3.5" 3.5" 10.0" 9 cO 2-1/4"MIN.EMBED 62 16.0"IGO' 9.5" 6.5" 16.0"12.0"12.5" S.W. S.W. 6.0" 6.5" 6.0" ttINTHREAO PENETRATION 62 16.011 16.0" G.5" G.5" 16.0"16.011 16.0" 4.0" 13.5"11.5"10.5" 2.5" 2.5" 5.0" ' 72 160"16.0" 7.5" 7.0" 14.0"T. 9.5" 6.0" S. N 72 16,0"16.0" 5.5" 5.5" I6.0"16.01116.0"130' 3.5" 10.0" 9.5" 8.0" 2.5" 2.0" 5.0" e 5 5.0" 5.5" 110 15,0"14.5" 3.5" 3.0" 9.0" 9.0" 8.0" 2.0" 2,0" S.0" 7.5" 6.0" 2.0" 4.0" S Z �. 110 8.5" 8.5" c 200 200 7.S" 6.5" 2.0" f 4.0" 7.5" 6.0" 2.0" 4.0" 7.5" 6.0" 2.0" 4.0" -4 2"MXN EDGE DISTANCE o 014 S145,014 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" 7.01- 0 .0" Ci Cl CZ C3 -C4 CS Cl CZ C3 C4 CS Cl CZ C3 04 CS O OR 1 4"POWERS THREADt• 62 16,0"16.0" 7.0" 6.5" 1G.0"14.0"15.0" 4.5" 4.0" 9.5" 8.0" 7.0" 2.5" 2.5" 4.5" O PENETRATIO-314"N MIN THREAD , „ , , , , 3 PENETRATION Y,12 S145 W/2"EYEWALL 48 16.0"16.0"10.5"10.5"16.0"IG.O' IG.O" 6.5" 6.5" 16.011 12.5 12.5" 4.0 3.5" 7.5" 72 16.0"16.0' S.5" 5.5' 16,0 11.0' 5.5" 3.5" 3.5' 7.0' 6.5" 5.5' 2.0: 2.0 3,5 m ARMOR INSERT W/2"EMBED G2 16.0"16.0" 7.5" 7.5" 16.0"15.5"16.0" S.0" 4.5" 10.5" 9.0' 8.0" 3.0 S.0" �IA 110 10.5"10.0" 3.5" 3.0" 6,0" 6.5" 5.5" 2,0" 2.0" 3.5" S.0" 4.5" 2,0" 2.5" b 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 S.0" 4.5" 2.0" 2.5" S.0" 4.5" 2,0" 2.5" 5.0" 4.5" 2.0" 2.5" 110 11.5"11.5" 4.0" 3.5" 7.0" 7.0" 6.0" 3.5" 6.0" S.01, 3.0" u4N 200 6.0" 5.0" S.0" 3.0" z N P 3 ' m ,h ANCHOR N07ES:SEE SHEET 10 FOR ANCHOR NOTES. bi , ROUND WINDOW ASSEMBLY t\ t • EDGE OF ACCORDION 12"M[NFROM --- ----- SHUTTER-BLADES— - EDGEOFSHUTTER,_ -EOGEOFACCORDION TOP OR BOTTOM SHUTTER BLADES T� 0.125° {-0.125" ` 'O _` 0.032" 0.032" I - - - - - - - - - - - -- �I1ll I £ p ��jl• 0.196" i ~���` 0�.I= uk0 4 cn- 45" ! { E00 I tq tu O 2.875"0HOLE TO RECEIVE ROUND 3.5"MIN w F WINDOW ASSEMBLY TYPICAL ¢2.875" r-0.188" 2.875"0 HOLE(TO RECEIVE 03.250" ROUND WINDOW ASSEMBLY) MAXIMUM OF 3 WINDOWS IGH -VIEW WINDOW - PER EVERY OTHER BLADE - a A N T.S. SABIC PLASTICS SUC1431T-UL-94HB - Z'j ROUND WINDOW 2 LIGHT-N-VIEW WINDOW ' ^ ASSEMBLY i3 N.T.S. EXTERIOR ELEV m _ 12"MIN FROM EDGE OF SHUTTER, EDGE OF ACCORDION Jai TOP OR BOTTOM SHUTTER LADES RECTANGULAR I WI DOW ASSEMBLY j ' BLADE W/ ROUND WINDOW q 13 EDGE F ACCORDION N.T.S. EXTERIOR ELEV a a o � O m SHUTTER BLADES o a a a �- 0.145"- 0.145" 0 3.5"MIN o o TYPICAL D i in O o 1.500"x 6.000" OLE(TO t° RECEIVE RECTANGULAR w o WINDOW ASSEMBLY) g 1.500"x 6.000"HOLE(TO RECEIVE N 161„ MAXIMUM OF 3 WINDOWS RECTANGULAR WINDOW ASSEMBLY) PER EVERY OTHER BLADE y - •093" •BID" 3 RECTANGULAR WINDOW LL 'O o 0 O c N.T.S. EXTERIOR ELEV H ID 91 DIA. 0.500" 0.500" a �0 F -1.5"-} n _._._._.. -_. _RECTANGULAR WINDOW_..._-_.._.__.__.__._....... _.:.._._._._.... .. _. .__.. RECTANGULl1RWINDOWNOTES: -MIN.,' -- - -. _ ._..__.._........... __._..._..... A -_.....: (EXT:):_._.-:_. _._.... . _. ... °r -_I° ASSEMBLY / 4 .._..... .... G p S O TYPICAL t / // 5/13 IS MADE FROM GE XL10 LEXAN WITH t D 0.355' 0 / ♦ 0.075"MINIMUM THICKNESS. V .1 j c ff 2. FRAME FOR RECTANGULAR WINDOW MAY °t j. 0.145" / / i BE NYLON 6 OR POLYCARBONATE WITH A '' // / MINIMUM THICKNESS OF 0.161".ATTACH i I TO BLADE WITH(6)04 SS SCREWS OR I I .1.8561-1{-0.177" .355" BOLTS WITH NUTS. n "L- _ J° A SECTION A-A 4 BLADE W/ RECT. WINDOW 5 RECTANGULAR WINDOW. all i3 N.T.S. EXTERIOR ELEV 13 N.T.S. EXTERIOR ELEV N O n •