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HomeMy WebLinkAboutProduct Approval 10/15/2015 Florida Building Code Online ,� •'� h �'ax• �'a�� :.,AF x zi` D. »� -..:w: � &r;�-..sa�'a ,� a �_.i�c�:�� �t ^t SCIS Home Log-in I User Registration Hot Topics �$ubmit,Surcharge ; Stats&Facts ' Publications i F13C Staff SCIS Site Map Links Search Business,_ = I Appoval Professional I USER:u uct bliic User riegulation Product ADoraval Menu>Product nr Aoolication Search>Anoliration�List>Application Detail r FL# FL13757=R5 "- �•Ar1 Application Type Revise i 20 4 Code Version s• Application Status ! pro'ved� f Comments Il Archived i 7 Product Manufacturer j� ;Town and Country Industries, Address/Phone/Ercall 1 400 West McNab Road Ft. Lauderdale, FL 33309 y (954)493-8551 tomj@tc-alum.com 'I Authorized Signature j Frank Bennardo i frank@engexp.com ii Technical Representative (i -Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 �) (954)970-9999 11 tonij@tc-aluincom iQuality Assurance Representative , Address/Phone/Email i I Category !j ,,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 l Florida License E PE-0046549 Quality Assurance Entity j National Accreditation&Management Institute Quality Assurance Contract Expiration Date 'ii i,12/31/2016 Validated By ! ''ORLANDO L. BLANCO, P.E. ii i Validation Checklist Hardcopy Received i i Certificate of Independence FL13757 R5 COI Index 2.12df I 1FL13757 R5 COI Index 3,odf 'FL13757 R5 COI Inder).Ddf 'i Referenced Standard and Yearof Standard i i ( ) 11 •Standard Year ASTM E1886 2006 ASTM E1996 2005 ` ASTM E330 2002 i! TAS 201 1994 ,`TAS 202 1994 i TAS 203 1994 ij Equivalence of Product Standards !i Certified By 1 t Florida Licensed'Professional Engineer or Architect FL13757 R5 Eauiv Eauiv 2 Ddf 'FL13757 R5 Eauiv Eauiv 3,pdf l 'FL13757 R5 Eouiv Eauiv.pdf httpJ/www.floridabuilding.crg/pr/pr app dtl.aspx?pararr>=wGEVXQwtDq\,gk7yi MuotbmRcEiVwSME9RsQO]CbF%2f%2fnZrDFh7dHzwQ°/D3d%3d 112 10/15/2015 Florida Building Cafe Online i; i! Sections from the Code �I it i i Product Approval Method Method 1 Option D i Date Submitted i ,04/21/2015 Date Validated 04/29/2015 Date Pending FBC Approval j 05/06/2015 Date Approved j 06/22/2015 H Summary,of Products FL# Model,Number or Name I Description 13757.1 6.8 Accordion Shutter. 1 Large Missile Impact Resistant Accordion Shutter System Limits of Use !' Installation Instructions Approved for use in HVHZ:Yes FL13757 R5 II Dwra odf Approved for use outside HVHZ:Yes I Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes ! Created by Independent Third Party: Yes j Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval.Ddf j combinations and additional limitations of use. i Created by Independent Third Party: Yes 137572k 3 , 16 BStreamt(neaShutt2r � ,t+ i„` �l i Large Missile Impact Resistant Accordion Shutter System ^�� i Limits of Use Installation Instructions j Approved for use in HVHZ:Yes t r j FL13757 R5 II Dwn 2.ndf Approved for use outside HVHZ:Yes i Verified By: Frank L. Bennardo, P.E. PE0046549 { Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA, ;j Evaluation Reports l Other:See installation drawings for allowable span/pressure FL13757 R5 AE Eval 2.Dddf I combinations and additional limitations of use. Created by Independent Third Party:Yes r ;i 13757.3 ,E.A.Essential Facilities Accordion I Aluminum accordion shutter approved up to missile level"E”for use with essential facilities and wind zone 4 applications. Limits of Use Y j ---Installation Instructions Approved for use in HVHZ:No 1! FL13757 R5 II Dwg 3,odf f Approved for use outside HVHZ:Yes 1 Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +110/-128 iEvaluation Reports Other:See product drawing for additional information, : FL13757 R5 AE Eva]3.1?df anchorage, etc. Created by Independent Third Party: Yes E� ; I;::t•:: ;:I:rt. { i. i; Contact UsL .:: 1940 NortI h Mon roe Street.Tali.ahassee FL 32399 Phone:'850-487-1824 ii The State of Florida is an AA/EEO employer.Copyriahti2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;:Refund Statement {i Under Florida law,email addresses are public records.If you do hot vont your e-mail address released in response to a public-records request,do not send electronic mall to this entity.instead,contact the ofnce,byiphone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,20112,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.((foal communication vath the licensee-However email addresses are public record.If you do not wish to supply a personal address,please provide the QepartmentwAth an email•address xfiich can be made available to the public To determine if you are a licensee under Chaptei 455,F.S.,please dick here. Pioduct Approval Accepts: ooazCt.erl r it ri 1 i � i I it i� Ii .i i I �l • i 11 {i http://wvvw.floridabuildng.org/pr/pr app dtl.aspx?param=v,GEVXQwtDq%gk7yIMumbmRcBVwSME9RsQOIObF%2f%2h2rDFh7dHzvvQ%3d%3d 212 It 6.8 STREAMLINE SHUTTER y"�Ao.P� °fleNro 0"'% GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING O.46 CODE;FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE *' in W INTERNATIONAL BUILDING CODE TIBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. 9 SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION %O,c� �+ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE p1 ., 4 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TopTwZ?,; REl�QREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OFTHE h 118 FLOTtIDA BUILDING CODE SHALL BE LESS THAN DR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN = o PRESSURE CAPACITY VALUES LISTED HEREIN-FOR ANY ASSEMBLY AS SHOWN. u S SuS€€d 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E18861EI996 E330. <5"L9 3' 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED lY A 1,5 r m w 8 SAFETY FACTOR. 33 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZINGREQUIRED FOR ALLWIND PLAN VIEW N.S 3 B ZONES IN ACCORDANCE WITH ASTM 1996.09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL I18 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. of� v 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y o ID LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ��p 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE j DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR °C= WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. z S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N n S SITE, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O n 4 61615-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE /t1C F$ m P CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES.DETAILED HEREIN.._.__.. ... _ . -_._. . _.. _ .. _ _ oby 11. ANY MODIFICATIONS OR ADDITIONS TO-THESE APPROVAL DOCUMENTS WILL VOID THE-APPROVAL O?m E DOCUMENTS. HURRICANE PROTECTION � 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. -BOTTOM f =`OFFICIAL MAY REOUIRETHAT SITE SPECIFIC DOCUMENTS BE-PREPARED SIGNED DATED AND��'=`'' �= --=� - �`-�- � ^'-" - ""` ` " --' ""'" ' -" "" TRACK'- '-"'�'TJ�y" F SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE L�/- o LOCKING MECHANISM, EE 5 DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAIVT[NG HIS[HER APPROVAL. G HAN M,S -� 13-.--EACH SHUTSER_AS_SEMS_CY"SHgLI-B.EEERMANENTLY_LA9ELED W_1TH.THE_FULLOWINGM[NIMUM `- "_"__TYPIatcPuwvl£ws__ -INFORMATION. TOWN&COUNTRY INDUSTRIES - T- -- _ - - a-� TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTME1806,E1996&E330 1 SHUTTERELEVATION TAS 201,202 N 203 EXTERIOR ELPV R FLORIDA BUILDING CODE APPROVED TABLE 2: 1 �s 14- ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U,O.N.,WITH A MINIMUM Fy OF 25. K.S.I. 1S, ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY, NON-HVHZ ESSENTIAL K' S, D 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ S _ I BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. s8 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPANINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ' 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE ` 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE - GRADE- GRADE 22. SHUTTER.MAYBE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK " 3-114" 1-SIB" 2.318"" 1-518" p 23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS PO72 SSIBLE. e B 0 - B9" 3.112" 1-718" 3-5/8" 1-718" ! TABLE 1': TABLE 1 NOTES: 120" 4.11V 2" 4-114" 2" ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4.718" Y 6" 2" gx9 SHUTTER SPAN.SCHEOULE"ABOVE ARE TABLE 2 NOTES: SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. CCFW9RTIWa LBEviW°ADE AT EACH RESPECTIVE SHUTTER SPAN. 2. FT6WHVHZ;DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR IN BETWEEN SHUTTER FL0RT611-" - - 15-2339 SHUTTER SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES,l THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCAN-1 SPAN PRESSURE PRESSURE .PA�B PFSCpIPTTONI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF ZONES LEAST THROUGH Lpl IPSFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL - ' 72"___^.100--_�_ 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-518"WHEN>30' a - ABOVE GRADE. ' 70: S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE g 120" 53 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144" 43 40 E1995-09, MYEO¢i�577//ARDO,P.E. PROJECTION VARIES ��71`l,, }-0.115.2.874" 4.874"MAX. ` NVN //ice T' Ts ;�. 0 0.125" 0.062" 0.450" 0.080• B D - 1.708° 0.100" 1.830 0.062" 1.708° 0.100" '� 0.080" 0.063° '*- -T _ v n a 0.195` 0.096° I 0.195" `o L- t _r 2.620" _ TE ..! ..J_-r L .T' 0.060' 0.070' 0.060" �'. � �` 0.062"� 1.908' 0.125" 0.630° { I{- T �o T 0.630" 1.993" I 1 I ��� s•'LLL 'R s;• . 0.062' ti 0.630° + i 0.143' 0.096" / a 0.630' 0.062' ^ 06911 0.971" F 0.971"� 0.143• /777 a 11R�p, 00601, 1. 70° 0.630° I 1>-�5�� 0,062' 0.200" �1.Ob9•-� 0.062' 0.200' 0.06" 0.630" 71 I 0.06 0.062 ry`3 Q s W -1,069" 11 I IJ gg 5.745"MAX. SUPPORT LEG OPTIONAL -1.069"^1 0 062• f 1.069'-{4 0.062"-�0' .W� '49 I ,}?� 5,745'MAX. 4411 OWALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o W'=3 SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE .�+� WHERE SHOWN,SCREW BOSSES T &FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS - 0.874"}- __. . 0;875' 2.195" k.6 - 2.1 95" 1.2r3i 0" 1.229" uuo _._.._.0.305 }03 0.7 N 2.655'- _I ' _44..SB1aO'f._1.1.069: m zW��GJ --. ri- �� 'IE Fl 0.075 _ __ __ ____ 0:781' 0 T-----. -4.510° . $�ap� . .._ ....- 3.506°--� BARE METAL W/0 PAINT IS 0.039" W T+ �✓°-' O7 SILL Og SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6.6 STREAMLINE SLAT/BLADE j o SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALECHALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE �y � - - - , F 3 s �ast�0e@ o.a77° 1p� 0.143"1 0.143" r 0.080` 0.590". 0.341` 1.570' _.D6 0 5100:070" ✓3 I 1.708"- 0.143° - - .0.096° '0.060 T b g u @ 4.753" _r `0 0.115' ® Ih 0.080". 0.117" 090• 096' O 080 4.510" 01-0.180" N 0.044" 0.227 0.682° 0.630" 0.06DCaPrs�°xlmeAxu°eE,gI�H,i xr� v@@ moPE 0.693" 15-2339 NOTE;THICKNESS OF DARE 2.822" �-1 625"--I 0.420" - METAL W/O PAINT IS 0.039" PAPE VESta1PNP.N, 15 ASTACK JNG HEADER/SIL �7 AAF 8WALL II8WALL I SLE,HALSTREAMLINE SCALE HALFSIZE SLE,H SIZE SCALE,HALF SIZE SCALE.HALF SIZE 'D9 I � � I I P.P. 1.950° 'D�/YqA 4j� I �1� 0.125" 0.610° STAINLESS STEEL •280°� 0 NYLON WASHER OR ASSEMBLYT. ALUMINUM 0.357" f- 0.320'0 HOLE 0. 50" I '^ape+ o a N p10 x 2-3/4'410 HT S.S.NYLON 0.276° o - 0'880 WHEEL 'i" v O 0,120"o INSERTS IN SCREW W/TC ULTRACOTE -T-U0.591' %*'• r7 0.0 rr INTO COATING m 0.062° Z A T TYP TOP&BOTTOM °'• •� 1 1.100"-I h0.240° � TRACK � � � I NG W/WASHER: TYP.'AT EVERY OTHER 0.750` %16"0 x 1/2ON BUSH @ INTERIOR]DINT TOP 5'MAX. -1 0.870" / M 0.154" 0.137" /// gg<Jp INSIDE JOINT AT TOP. 7/16'0 x 1"6P INTERIOR 30INT BOTTOM CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1��..A. 1 g ANGLE HOUSING•ZINC DICAST,POWDER COATED >U 22 ROLLER ASSEMBLY O BUSHING-ASSEMBLY DETAIL O BOX CENTER INSERT E�9�1 a9 2 SCALE.HALF SIZE 24 2B LI SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE m W 8 OR KEY/THUMB TURN OPERATED INSIDE. N O, N J -}o.zso" 23 BRASS PUSH LOCK ;Wr m SCALE:HALF SIZE O W a 3 R0.155" .D w.. 1.978° _ +-n 2.125" .ODD" 0.236' 0:286" 1.603" 0.500" 0.623' 1.710" 1.224�'� 0.2�+mo67 " y%.239' 0.090" 0.39" 0.531' 0.531' 0.064" 2.250" to 00 D607" 0.607" N 0.118" - 0.224' w' 2000 0.060" 0.240" 2.750- - ?°FLOOR TRACRAINGUARD DECORATIVE6 7 om - 3� toSCALE.HALF SIZE SCALE:HALF SIZEo30 .160' D " 0.222°-1 I- 00240 62•1.001 " " -. sUNIMATE LOCK 31. MALE--BOX,CENTER.06 32 FEMALE-BO CENTER. SCALE,HALF SIZE _ SCALE.HALF SIZE SCALE HALF SIZE �L•\/` - 0.062,_:_. - .. .. --_:'�t--a g 3 0 {- 5.500"x 13/16'WID �OA00" 30 ..- I -41A 167" 7/16.0 STAINLESS .. .. ,. -.. !R STEEL NUT n I ^ In r - LL n 0.125" dD Il I n 0 0.438" . 1_ 0TYP. 5/16 STAINLESSHSTEELCR v I ��"'\ 0.121' 8 I 0.689" POWDER COATED,ZINC DIE-CAST 5/16°0 INTERNAL T--4.500' I ION HEAD STYLE VARIES %+ K10.254' oEE�I�TA MODEL 2p22 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 3$ THUMB SCREWIfJOUSTRIAL SYSTEMS O OPTIONAL) O SCALE,FULL SIZE SCALE:FULL SIZE o 400 40b 40c b ,. 35 BOX LOCK SCALE:HALF SIZE ' END STRIP 1" SCALE:HALF SIZE :I--2.000'-� 2" & 3" EXT e 051.625"-}I }---1.560"-t 0.125" - - -11-0.125"SCALE: HALF SIZE a 6 3g 0.1"0" 0.093" 0.093' T � N N0. 85" ^ -0.125- 0.250"- .125• o.zsD•- 0.093° MPaRtl�@1If�5fA-V2RL3RBD3➢L9rVD O OPE 1 L SCALQf PAGR DE6CRIP'fiDN, 7.000"- 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"x3"x0.125" ANGLE 39. 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE {r1�a1�$J.'•A P.F. ANY ANCHOR PE0.ANCHOR EDGE ,DIST. ` ['A�p1•/qj9//4// SCHEDULEp 18.O.C. EXISTING DIST. 'OIFY� YQ� GLAZING SEE END JOR �, I n SCHEDUL EN USI R A .ANGLE EMBED 20,,40a,SPAN HLEG D REC[TON 1/4"EMBED. (INTERIOR) li a PFK. OR H6. SA 17 7i t7 MAWITH 21 Ib '� `MIN.0.062'THICK 6063-T6 ALUM, c 30 - ANGLE 1'x 1'MIN.TO 2"x 5"MAX. 21 25 / 6X EDG (ANGLE LEG MAY BE REVERSED) a DIST, ('� FASTEN ANGLE TO TRACK W/ �J ANY ANCHOR PER ANCHOR �2�RNER TOP SCREWS AT6 SCHEDULE p 18"O,C, 0 B� 2 ATTACH 50 6:8 SrARTE(I W/ g r 01 w 13 79 - 13 - Y 12 x 1/2"GALVANIZED OR !Wti 30 - 13 d 12 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16"0 ALUM,POP ti 3 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4.20 MACHINE w 6.80"IT P.) 3 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 0D IB'D.C. ALTERNATE END STRIP DETAIL BoIT 1!,Nur p 1a^o.c Un 3 , (EXTERIOR) s/16ae,�iUM05CREWINTOT}iREADED WITH. 6.8 STARTER AND ANGLE g INSERT(,3•f7)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"0 7'-0" ANY TRACK W/ W�'. �^ TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. ..Cl HOLE SHALL BE 3/8'MAX WIDTH,UP TO P.F SAN 4 SCALE.3-=1'-0" I"HEIGHT. 1"0/0(2.71 62 105" USE 7)BRASS PUSH LOCK — 2 5- OR 1 5/16-18 THUMB LOCKING DETAILS FOR 2 85SEE END STRIP SCRE I((pp����77))O THREgq❑EO 2'BIO(3.T� �NO 2R/3 SPAN FROMSPAN CENTER MATES ® T2 Q; SCHEDULE FOR MAX. w�5 BOTTOM OF SHUTTER. SHOWN ON RANDOM 3'BIO(4 7y FL2 �,_ �'" SPAN WHEN USING a� `e RECEIVING HO hE SMALL BE 3n 19 DETAILS ® 72 20,40a,40h OR 40c, f a c /0"hIAX WID H,UP TO Tq• 1/4" OR 6.8 STARTER to n 1"HEIGHT. 30 82 7 p, WITfi 21 OR 2S, ��� m ALT.1"0!O H o AX. C_ yyy 2D °' 40 4 USE APPROPRIATESTARTER IP TO 51" ,45.. .93.,. �d0 20 PROVIDE bF 'LE u1 g' _67" 53 BUILDING CONDITIONS 13 xU.083 3 g ='.84— _-FASTEN'STARTERSTRIP---__ (INSIDE) / 7 TO TRACK W/(2)"10x1" g _ I , ' 9 SCREWS AT CORNER,TOP S�9 ".6. 45 130' L BOTTOM. aS xoA25" =5 ALTERNATE END STRIP DETAIL Q N SCALE 3" T-0'• ANY TRACK W/SCREW r1� !`II fo 13 ) 75 6 BOSSES. " I W p SILL "'� I PDRGi4 JNENDST5 SCflkWS,EW - O I SMOWG WENDS I' l-.NV E,END .. STRIPS RE W IRE A 1'x1'A90'CDP ANGLE In SPAN DSING ANY ANCHOR Ott TIIE EXISTING GLASS pyoC — OJ� g Z v SACNRCE,WxIRSCLIEWLEk#IN/4'TFK OR IM30 WD 70NSTRIP. Q 111 y I It USg(1 BRASS PUSH LOCK 30 - uryj USE((i 55 PUSH LOCK INSIDE a I ' OR 111 5/16-18 THUMB 13 F OR(il /16-18:THUMB (INSIDE) H - I J. SCREWI D THREADED: 30 a SCREW I O THREADED g - L IT1 INSERT BTI A77/3 SPAN - gF• I7NSERT AT 1/3 SPAN. SILL TO 2/3 S'P'AN FROM L7i� ;0 2/3 DAN F SHUTTER tl " BOTTOM OF SHUTT R. 7, (OUTSIDE) RECEIVINGHOLE S ALL BE yyy 6 b 3/8"MAX WIDTH,UP T � 1"HEIGHT. 23 aTYPICAL OUTSIDE CORNER CLOSURE _ _ ___ _ DETAILS WO/CORNER POST s 35 � p NTS 13 30 COfg1OpIF1M1O{LEEABVL')OPE 13 31 2 75 13 3 (OUTSIDE) .15-2339 - `.SILL USE(U BOX LOCK AT 1/3 POR DeSCRFPTION• SPAN TO 2/3 SPAN FROM n BOTTOM OF SHUTTER CC2 TYPICAL INSIDE CORNER CLOSUREF O DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY X99�a . NTS �xHK SCALE:3"0 1'-0" a LGn1 fKC P.E. C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST 90 SCHEDULE FOR MAX. STRUCTURE SPACIN (Y4 ,1 lin 5 i f CI CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2' W/NUT La 12"O.C.OR a / \ SCHEDULE FOR MAX. ® 014 SMS()6"O.C, SPACIN rl12 ITYP.TOP&BOTTOM) O TA ALUM. TUBE x;61 2 FASTENERS 6063-T6 ALLOY i F: ���i,'� 1�m• ��� EACH ANGLE SEE TAB a FOR SIZE I i o S 0R 6608 H1/41"MAX. '/i �2"x 1/6" ALTERNATE THRU BOLTOR 2"x 2"x 1!6" C1 CONNECTION TYPEALUM.ANGLE ° _ REFERENCE ANCHOR MN GLA55 3 - SCHEDULE FOR MAX, SEPARATW g.C SPACING PER TABLE 2 $THREE 3116"9 ALUM. ° 3ZPOP RIVETS OR I I GLASS a Q WTHREE 012 SMS,TYP. ° 17 \ OR DOOR 111-3/16'0 ALUM,POP I 0: w„ E17 RIVET OR#12 SMS �- A(T� f 01U TA©LEA(cc3> Lm te•'o.c.lrYP.1 _ R,y � 5 0 OR 0PRESSURE VS ALLOWABLE LENGTH `__•�. w F'� \ 02'92•x1//B• Y'3'4/8' MAY USE MALE OR -p yPSP No&ID No 4i0 FEMALE LOCK-SLATG2 130' 188• 13 -- - ALTERNATE THRU BOLTFROM PIN CS CONNECTION-TYPE. CI CONNECTION TYPE GUIDE TO BUSHING 72 124' 179"- - CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE A14CHOR REFERENCE ANCHOR WASHER ITYP.) y y SCHEDULE FOR MAX, SCHEDULE FOR MAX. 82 119' 172', NTS 19 m�3 d92 114' 16S SPACING 1NGLE4, MS Cd)9 D.C. ECTION ~a' 102 ISO' 160' J TO CONN _ Ay 66 120 for Mr T 2" 125" b m - - TABLE B(CCq) • - - - -EMBED. -- 60i-T6 ALUM.TUDE - 350•- gr :01, m 2 Be' 134• -PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE- _ EXISTING HO_S STRUCTURE . '2'x2'xl B' Tg5t1 'EDGE DISTANCE _... REFERENCE FAR t1A% - - --OR -n ' 'SCHEDULE .. N . - PSv'' Wm16l0 WITH W0 SC D LE O -4 _ SPACING ( o ' ___.__.__. . _ _ _. _. ..-62 1l3^ 166,__.. .- _FASTENER({➢18"_O:C=_.---._—____-_..^__ _ - .6 3.g _ 6 - --� -----—----— — -- --- --- —72- for----1sr--- ----__.____. —— __ Cb AL-TERNATE:BUILO-OUT=MOUNT SL0TION _._ — 82 103• IqT (USE ANY ANCHOR SHOWN g y IN ANCHOR SCHEDULE). SCALE,3"=1'-0' cgs 9 92 95' 139' O Ef t31' 32003' '12r H I50 -79' 109, m fi 200 69• w WL!~-J m 3116 RIVET OR 012 SMS 090"6063-T6 13 r w O (�10"O.C. OR 1/4-2 17 ALUM.TUBE TYP. PER y NUT&BOLT(TYP.1. 3/16"0 ALUM.POP I 2 o 03 gig.. - BL ALUM. TUBE RIVET OR 012 SMS YY"~ OR DOOR Q a<4 ga@ 6063-T6 ALLOY @1,16"D.C.(TYP.) 4 D� £ u a g 4 A SEE TABLE B FOR SIZE. 2"k 5"x.118" w y - _ 2 FASTENERS /-x CONTINUOUS EACH ANGLE -ALUMINUM ANGLE ti p I"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 1 § THREE 3/16"d ALUM. 6 - � ALUM.ANGLE,TYP. qi ORIENTATION TYP. 17 c Rp o POP RIVETS OR w •1 77 THREE 012 SMS,TYP. W 1t y 0 0 - 1"x 2"x 1/8" q CONNECTION TYPE gg 13 REFERENCE ANCHOR ALUM.ANGLE,B - 0 SCHEDULE FOR MAX. USE MALE OR FEMALE. SPACING CCPYMffFR acL00FAWPr_ LOCK-SLAT EXISTING CONCRETE, I 13 13 BLOCK OWWOOD FRAMING ZJr'2339. z (OUTSIDE) EE INSIDE SILL MOUNT SECTION SCAM - PAGE DESCB1Pf701it 012 x 1/2"GALVANIZED SCALE,3"=V-0" g OR S.S.SMS,3/16"0 ALUM. !_8 CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,DR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT S NUT SCALE,3"=T-0" . L0 18'•O.C. C5 CONNECTION TYPE 46 NNA'P, REFERENCE ANCHOR —EXISTING �'• /ii 0 j SCHEDULE FOR MAX. - STRUCTURE SPACING •O�4j'� /1:1.�•'J '; GLASS x G"�^ GLASS Cf CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT J OR ODOR y y _ OR DOOR w SCHEDULEEFOR MAX. 70- 014 SMW/NUTS((D 6"O COR Ig 4 z= r�x.w" SPACING (TYP.TOP&BOTTOM) MN 13 tR w 6 w CLASS =r u m /2" 1/4"-20 THRU BOLT W/ CLASS X w Jm PARAT L7 N'a •• •� Q i¢ N14 x 1/2"SMS(a 12"O,C. z Z r w LOCK NUT CD 12"O.C.OR fPARATI w Q PER X w I" PERF r r OR 3/16"0 ALUM.POP Q l Q rn 5 �6 OR y 12 x 1/2"SMS @ 12"D.C.E.S. TABLE 2 - Z F RIVETS(�6"D.C. OR 1/4"0 TABLE2 E 0 w w O Op V� OR RIVETS P3/16"0 ALUM.POP w q ALUM.POP RIVETS(10 12"D.C. ¢ � Ily w RIVET$(ol 6"O.C.E.S. �jj T` Jx w X W R 1/4"m ALUM.POP RIVETS / m 11 ANDD MN GLASS Ir-.J Q L9 (al 12"O.C.E.S. 1/4"MAX.FROM PIN w J 1/4"MAX.FROM-PIN ASSEMBLY 1/4" TO S I G SEPARATION 13 I- =o fl <mWAND 0 GUIDE TO RUSHING ,2"TYP. PER TABLE.2 r x,w w WASHER ITYP.IASSEMDLY- . WASHER(TYP.) m� GLASS y=jh ZO�m- ~w' N / 1/2" 1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR— 4 v DLOCK OR WOOD FRAMING �' U X Z 0 Z~ N a'a OGf REFERENCE ANCHOR Q m Q C w" W / SCHEDULE FOR MAX. 1:. q a m w" 4 CONNECTION TYPE D157. vl ,,,Q g / EDGE. REFERENCE ANCHOR SPACING Q SCHEDULE FOR MAX. — / DIS SPACING AS SHOWN w CONNECTION TYPE IN DIAGRAM ON PG.9 ,o 'Url 5 0 OR Ci REFERENCE ANCHOR EXISTING CONCRETE, w q 130 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING - 1/4"MAX.FROM PIN ' / r SPACING.ALT.FASTENER - / GUIDE TO BUSHING / lr--LSeAtlI LOCATION.FRONT AND REFERENCE AN HOR 1 WASHER(TYP.) .�d 1/4"MAX.FROM BACK ANCHORS NOT REO'D O INSIDE.MOUNT SECTION SCHEDULE FOR-MAX. 7 w d PIN GUIDE TO WITH THIS LOCATION SCALE,3 1'-0" SPACING BUSHING WASHER 5 CONNECTION TYPE O INSIDE MOUNT SECTION REFERENCE ANCHOR f)TYP.) A SCALE,9"=1'-0" SCHEDULE FOR MAX. O EXISTING CONCRETE, SPACING 0`_5 n.� ..BLOCK OR WOOD FRAM) . EMBED. '. _ o_S m Ca BUILD OUT MOUNT SECTION EXISTING CONCRETE. _ SCALE 3v.1'-,0" _. -C�'/��. r-o� ,BLOCK OR WOOD FRAMING - _ e EDG IST� EXIS TIf;1C -^-'a—� NOTE FOR DETAILS A,B 0 AND E ON THIS SHEET, CONNECTION TYPE QT,RU�URE+I a' g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5fCONNNECTTON_TYPE 4` WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REF�ftENCEBANCHOR A MINIMUM OF TWO SETS OF ANCHORS AND IS A _ m HEDULE A FOR R MC MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK = _ 6 SPACING SSCC OLN IE = USED WITH THE BASE TRACK MUST BE CONTINUOUS -n 3 16.OVER THE GAPS BETWEEN SECTIONS. - 112" ---- F _ m' Q.N GLASS OR DOOR W 012 x 1/2"SM$(d 12" EPA�a nSS 13 M X J w w �' D.C.OR 3/16"0 ALUM. PER vxi p w m 79 r =o•- 3- IY s FF-- » POP RIVETS@6"O.C• T azF GLASS OR Ii MN GLA =='Aim ��2 N w w OR 1/4"0 ALUM.POP q o Q DOOR— Lo y Q 13 = x.J RIVETS(aT 12"O.C: S u d MK GLASS m Z u m u In PDR TABLE 2 X z a z r 3 SEPARATION w 4,m Q Q J Q PER TABLE 2 X w n: O7 AND MAX. 1/4-20 S.S.MACHINE Q J O tt MAX.FROM PIN Q i SCREW&NUT @ Y w.y. ASSEMBLY 1/2" 1/2" GUIDE TOD ry@ 5g SC O.C. T P. WASHER(TYP.) GLASS ,O, o 1/4"MAX.FROM PIN OR DOOR - 1/4"MAX.FROM PIN m w O YT pp x 4 CONNECTION TYPE . GUIDE TO BUSHINGg& Q GUIDE TD BUSHING 6 ER(TYP.1 S a x y WASHER(TYP.1 EDGE REFERENCE ANCHOR mPnaaa�xaRtLaERwtoora a S 6, EXISTING CGNCRETE, - D15 , SCHEDULE FOR MAX. 15-2339 BLOCK OR WOOD EACING AS SHOWN XISTING CONCRETE. 4 CONNECTION TYPE NPDIAGRAM ON PG.9 _11ARE ERENCETION J _ OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEOUWFORD AX. - SCALEt "x 3"z 1/4"CONT. CONNECTION TYPE' 4112 x 1/2"SMS(a1 12" SCHEDULE FOR MAX. SPACING _!� PAGE DE- RIPTIONt K4O.C,OR 3/iG"0 ALUM. SPACING.ALT.FASTENER nEXISTINO.E 063-T6 ALUM.ANGLE REFERENCE ANCHOR LOCATION.FRONT AND ' AY BE REVERSED _J�� SCHEDULE FOR MAX. pOP RIVETS(N 6"O.C. BACK ANCHORS NOT RED'D ''. ODD.FRAMING _ 99 SSHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION RIVETS(cl 12"D.C, --�--- Op WALL MOUNT SECTIO O CEILING / INSIDE MOUNT SECTION I n WALL' BUILD 0vT SCALE,3 1'-0" SCALE,3"-T-0" - ``� �-! -C IONS- '','-3 O `g )SCALE-u3"=T--0' MN GLASSN a/oO,P.E. OGLASS R DOOR- PER TI 2 •�/Ij/ wIx Ox GLASS OR ••'/•• ,I/�7 F-Q In DOOR O a Z GLASS OR �' H W.0. ODOR -MN GLASS _ U)I WSEPARATION. Q 'MN CLASS w PER TABLE 2 ��A•, I s fw SEPARATION r m w 9D ' a Z f- PER TABLE 2 W j a 1~-CD C w� utxr w hZ° I D -V V 1 pw € wav 13 Zoe E s74 a�LL173' 1/4"MAX.FROM PIN GUIDE 2B J u a _ - RECONNECTION RENCE ANCHOR J u Q '7 x y m w I TO BUSHING WASHER(TYP.) _ a SCHEDULE FOR MAX. Q p, I1J iWi7 "� 3 4 I TWO 1/4"0 WOOD plSPACING y N 3 4 LAG SCREWS @ 24" C4 CONNECTION TYPE O,C.MAX,WITH 2" REFERENCE ANCHOR •I' p THREADED PENETRATION SCHEDULE FOR MAX. a "T"INTO CENTER OF 2X STUDS / SPACING /w0 N - 19 B -- EMB."T' 114 SMS(N MIDSPAN BETWEEN STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE 'd 'PLYWOOD& TUBE CONNECTION / STUCCO FINIS 1"'x 4"x.12511 - 6063-T6 ALUM,TUBE O DECORATIVE FLOOR TRACK DETAIL Op WALT_ MOUNT SILL DETAIL w THIS DETAIL TO BE USED WHEN STUD SPACING SCALE,3 1'-0" SCALE,3"=1'-0" F$aT $ d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. it OWALL MOUNT SECTIONTHIS DETAIL MAY g 0 M SCALE,3"=1'-01' ALSO BE USED - .. AT TOP 13 .._ __-..-=:A000ROIONSHUTTER- 7 7-t7---. _..._.__._W _ .__ _ ._._... O g L PER PRODUCT APPROVAL- F- o -GLASS w m a " ~ I MN GLASS OR DOOR SEPARATION 13 M n EXISTING WOOD(G=0.421 w n PER TABLET w O $ APPLICABLEATTOP Z TRUSS OR RAFTER n AND/OR BOTTOM _ Q d X¢Q (fa 24"MAX.O .C. 2"OR 3" Elm 0.x 'A EXISTING FINISH MATERIAL, 1/2"MIN.- 5 6 1/W'MAX.FROM PIN GUIDE 2"x S"x 1/0"6063-T6 •i w ■ 2."X 3"x yc"x CONTINUOUS OR 2.175' TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE L 4 2"x 2"zYe`z CONTINUOUS _ 1" 8 1/4"TILE(TYP.) 'V4"0 WD00 LAG w = tSCREWS WITHj 6061-T6 ALUMINUM ANGLE FINISH MATERIAL MINIMUM TNREADED4•' �bA 3/4"PLYWOOD PENETR."T"IN WOOD(@ 5 6 2 �� 0.9'MIN.THICK 6061-T6 ALUM TRACK —1/4"0 A375 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, �} g ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 = �' OR 5/16"0 A325 GRADE THRU BOLT(A 12"D.C. y4"O.C.MAX.WHERE ---- 6 EXISTING 3 KS1 CONCRETE MACHINE SCREWS AT 3°FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND HOST STRUCTURE WITH _ AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN N5 t/4"0 El ULTRACON TO CONCRETE/CMU _ y'E ELCO ULTRACONS AT 6", EXTEND ANGLE TO a119 EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. O: w f@ 3'FROM ENDS AND a•O.C. 2-1 2'MIN. NEXT TRUSS. S C / STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(p 9"O.C.W/1-7/B" w>> 11 2-1/2' FOR BALANCE WITH 014" w L o � g MIN.EMB. IN WOOD SG=0.42.TO D.55. �( Ag y MIN EMBEDMENT AND 2Y�' MA%,DESIGN LOAD AT 5_0'MAX SP/T: EXISTING CONCRETE, 13 == x ®o MIN EDGE DISTANCE, t 62 P.S.F. I- w m STAGGERED WIITI 3"MIN. HOLLOW BLOCK OR I_y Q IXpWCMRWMLIxwx00PE SPACING,TYP. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. X w Z~ t 52 P.S.F. ANCHOR SCHED, ZS'2339 ALUM.ANGLE(6063-76) - L J O a_ _ BASED ON TYPE OF In SCALM HD BUILDOUT MOUNT STRUCTURE �� Q PAGE ORSCp{PSTON; SCALE,NTS (MAX.DESIGN LOAD n 72 P.S.F,) PASS THRU DETAIL Hh TRUSS SCALE,3"=1'-0 O SCALE, MOUNT SECTION 0.," I EXISTING HOST ALT.LEG DIRECTION aum yjy Do.P.E. 114'ALL POINTS SOLID SET ANCHORS WITH 7/0' IN 12"MIN FROM EDGE OF ACCORDION - - ROUND WINDOW STRUCTURE EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM EDGE OF SHUTTER, SHUTTER 13LADFS 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE Z• 'dxf*:C` '7 TOP OR .BOTTOM ASSEMBLY ,1 p (Z)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE ' 1 _ 1/2" PER SPAN TUBE SCHEDULE N�' .. EMBED. - SPAN TUBE PER *, .. - ACCESS HOLE .DESIGN SCHEDULE ..pp 1/4.20 MACHINE BOLT W/NUT @3"O�'• A �� '•'w EDGE E ACCORDION 2z � t4 SHUTTER BLADES f6 � _ 12"O.0 OR fl14 x 3/4"SMS 6 0 C. ' \� 3.5"MIN \�� TYPICAL 1/2"MAX. ��/ H,p 3"MIN ' 3 6 m 'Qiu EDGE z,=F 2.875"0 HOLE(TO RECEIVE DISTANCE _ MIN.GLASS' 13 �Z. _- v ry m gg W E ROUND WINDOW ASSEMBLY)_ - - - -- - GEXISTIONG A SEPARATION- z O -- - W .4 9.,.$,.�0 - MAXIMUM OF 3 WINDOWS r^q . PER EVERY OTHER BLADE LASS R DOOR' LIGHT-N-VIEW WINDOW F°`o EMINDGE. 1/2"MAX a ko z (( �o p& 8 N.T.S. EXTERIOR ELEV p DiSTANC - w - < g z�m 5 6 ,. tT £O O' U' 3 16 1/4"MAX.FROM PIN GUIDE e(�f TOB SHINO�WA5HER ITTPJ �i- o _ a1/4-20 MACHINE SOLT W/NUT @ w "�w I/2' ACCESS 12'0.0 OR:014'x 3/4`SMS 6"O.C. mm.E 2.875"0 IIOLE TO. SPAN TUBE PER RECEIVE ROUND EMBED. DESIGN SCHEDULE �1 WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM F7� SS AX. ANGLES PER BEAM END,SIZE �.tS �•m _ - - - EXISTNG• PER SPAN TUBE.SCHEDULE Iii p C!y 41 HOST1/4 0 THRU BOLTS SEE BEAM O x� - - STRUCTURE YcHEDULE FOR REQUIRED NUMBERS ' 114"ALL POINTS SOLID SET.ANCHORS WITH)/8"MIN '' m - EMBED G,CONCRETE OR HOLLOW BLOCK 3"MINIMUM' _ 0 125 '11` 0.125* SPACING AND 3'MINIMUM EDGE DTSTAhICE L�-�'-\•� ... .-_ _ _..._.�..._._......._........0.032" .. . . . . - MAX.`DE$IGNL'OAD` f 72 PSF` 4 i ' TUBE SECTION 0.196" //�----` 3 SPAN:N.TS, VERTSECTION O SPAN TUBE SCHEDULE - .� .ALLOWABLE TUBE. NUMBEROF NUMBER OF- ANCHORSPMINIMUM ANGLE `- TUBE SHUTTER SPAN' ER THRU-BOLTS z ROUND SIZE SPAN ANGLE - LENGTH g + i S WINDOW 70P • BOTTOM TOPu BOTTOM TOP BOTTOM. TOP BOTTOM S 1 n ASSEMBLY TUBE TUBE TUBE TUBE TUBE I TUBE TUBE TUBE m - 60 123,8' 135.r 2 2 1 3_ 4' r . / ex'x9k 90 401.7' 10°.0'.,. 2 2 9 ° 0.125" .r_.... v�__. 0 2 S2 213 tzl 6s.B 64n" 2 2 s s3 r r '.80 120.1" 157.0"..: 2 2 2 3 4- '7", 0:2S' O6 114:6• 124.1 2 2 3 ~ / 121 1028• 109.8".. 2 2 4 4 - 10' t°' ' 60 138.0" toa0+ 2 2 0 .3 7_ r }I 02.875' -}O.18B' 8 ..�-O6 122.7' 755:r 2___ _2 __ 7 _ 4 7 f0' " 03.250" o.12s A 8 .. ... °gyp 123 116.4" -137.6" 23 -< 5 10' 13' - 60. 16BA'. 240.0' 2 2 3 4 7- 10' `\ 2'n10Y So' 0 140.6' 226.0- 2 3 4 8 10' 16 .. ? E LIGHT-N-VIEW WINDOW °'876 iitl332 9 � � / 123 laxr 2o3.r a 4 s 7 tr' 16' �Plwwrtlwmleeaamoe>: N.T.S. SABIC:PLASTICS SLX1431T-UL-94HB` SPAN TUBE SCHEDULE IN - - - - - - - x3.x1 R I x1 4SANGLES EOR-2'x5'&2'x6"BEAMS: - - `15-2339 2. USE2"x5"xl/4'ANGLES FOR 2'x8"-&2"x10"BEAMS,- - SCALM e - 3. USE BEAM SCHEDULE FOR DETAIL 3/8. - - PAGE oesc8lPnoNr 4. TOP&BOTTOM BEAMS MAY.BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND S - BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 9 ANCHORS"ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS 8 N.T.S. EXTERIOR ELEV ABOVE AICD BELOW THE BEAM. :O 6. LAP BEAMS ARE NOT ALLOWED. - 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE N�.��' foo ` Ngo, 2.5*MIN EDGE DISTANCE an To 8 X - 3AN 1TY/TAPCON OR ELCO .Spans UO3 12'-0" . Y ANCHOR 5 C7l C2 C3'• U--CS- C1��C2-(..C3 �r ClCONN TYPE , pc �� YCOPItt:TYPE x CONN Pf. G (P 'i . I - � C2 r�C3 U CS . -43 16.0 16.0".15.0 16.0"16:0"16.0"16.0` 9.0 13.0 16.0 I6.0"'9.5- 3S" 8.5' 14.5" n - l1LTRACONWITH 1-3/4' S3. 16;0 1fi0 10.5 945 160_160 Y211" 7.0"110.5"116.01,15:0" TS 45° 75 105" - 11F . EMBED(319Z0 MIN CONC) 62 1&0 160. 83 125 160 160 -95-. 55 OS -L50 15.0' '75 45 7S 10.5 7(1. 18,0 130 70 110 16.0 155 BO 5075. 115.150 7S 45 -75'.105" 7 A�B COMBINATION i ��• 8 Mme"• 75 45 75-105. 150 75. 45 75 105. 150 75. '4S' 7-7 105" 2x5 T P o 1/4"MILLENIUMMILLFAST 43 16.0"16,0"15.0 16.0"16:0"16,0.16.0" 90" 13.5"16.0'•16.0" 8.5" 5.5" '. 13.S' 9 0 COMBINATION , %J . G WITH 1-314"EMBED(3275051 53 16.0"16.0'11.0"15.0'16.0"16.0'11.0"i 7 0 30 5"16,0"13.5" 7.0" 4.5" 7.5 9.5" 4@t 15;20�-• J MIN CONCRETE) 62 16.0 15.0" 8.5" 13.0'16.0' 16.0" 8.5" 5.5" 9.0-113 5'13.5"-7.0" 4.5-,'7.5" 9.5" O u7 70 16.0112,C)"..:7.0 12.0"16.0' 14 0 7 0'. 4 5 B 0";.105. 13:5' 7.0" 4 5". 7.5" 9.5" - _ -C11 Q�'.'-to 100 13.5 7D' 4:5 75". 95" 135 70" 45 75"-. 95'135" 70 45 75 95" - IJ cEa: Wo U4"ELCO,CRETEFLEX SS4 43 16:0 16 O"16,0 180 16.0' EG-0.180"13 S 16:0"16 0 16.0'.'12 5 8.0"-t3 0 16 0" - - Fx S TY . x S - -- "may� - W/2'EMBED(33500si MIN 53 16.0 16.0".16:0 1 L6.0'16.0' 16 0 180"10 0 15.5"16 0 16,0"ID,O- 6:5" 11 0 14 0+7 'W -... CONC) .62 16.0"16:0"12.5 16.0'18.0"16.0"12.5" B.0-' 13.0"16.0"160' 100' 6:5" 110 14.0" 3. W 70 16.0"1616^0"SO_S'IG.O 16.0"1G.0" 5".10. 7.0••.11.5'.,15.0"16.0" 10.0"'6.5" 11.D"14.0" O�o'9',}' 777 100 16:0"10.0" 6.5" 11.0".14.0"16.0"10.0" 6.5' 11.0"L4.0"16:0" 10.0" 6.5" 11.0"14.0" 1"MIN EDGE DISTANCE NOTE: '•S' INDICATES ANCHOR SCHEDULE SPACING. a c2 c3 .0 C5 6. cx n c4 cs -0 .0 e3 c4 cs' SPACING DIAGRAM FOR C2.& C4 CONNECTION TYPE: 4 ULTRA 1Y TAPCON OR ELM 43 16-0"16:0" 7.5".. 8.0" 3G.0' iG 0 16.01'.5.0" 5.5" 16:0'16.0" 9.0" 3.0" 4.0" ]4�0" - ULTFUiCON WITH 1-3/4' - - A CONNECTION OIL TYPE USING PIECE-Q.WITH OUTSIbE c 53 1G.0 160 55" 65 160^160 120'. 4.5^ 166 14.S 75" 10.0" ANCHORS ONLY EMBED(31420s1 MIN CONC) 62 16.0 IS 5 4 5' S 5 1G0'. 16 0 9 0" 4.0" L4 5 14;5^J.5" 10.0" - - Clr[ONNECTION TYPE USING PIECE Q WITH 70 16.0 !Z5 A0' S0 1610 150 73.- 110 f45•'. 75' /10.0^ - -OUTSIDE ANCHORS ONLY - - 100 14.5 75'✓��������100, 145 75 ����100 345' 7S 100' 1/4 M[LLENIUMMILLFAST 43 18.0 160"11.0 135 160'360 130" fi5 95 160 110' 70' 4.p" 65 WITH 1 3/4"EMBED(3275ps1 53 16 0"16.0" B.0' 11.0.16.0'•'16.0" 9.0" 5 0 7.5"..16 0 IO 5 'S 5' _5 5 7-b" ANCHOR NOTES: ' d MIN CONCRETE} 62 16.0 915" 6.0" 9;0"16.0"13.5" 7.0 4 0 6.5" 110 10,6" S.5" S.ST 7.5" w. 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~ (] 70. 16.0 7 5' S.5' 8 0' 16.0"11 5 5.5" 55" 8 5 10 5" 5.5" 5 5' ZS' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE 01'pr q'armo 100 10-5' .5' 5 S' 7,5"10 5' 5.5" 5.5"7 5 10 5' S 5 5 5' 7.5" LIMITED TO THOSE SHOWN IN TA13LE.1.:(Pg 1). :�m I/4`ALL•POINTSSOUD•SET .. -^. .1.114"MIN.EDGE DISTANCE _, .. - .:. - - '- .,-. z'd� u ANCHOR W1 7J8•EMBED 1t Cl C2 C3 C4 -CS CI C21 Cl C4:- CS CI C2 �i 0U CS Z• .ENTER ANCHOR SCH'ED'ULE BASED ON.THE EXISTING STRUCTURE MATERIA{L.,, ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN:DR C� '� 114-20SSMACHINESCREW' -03:.16:0' I60.-0.5" 105 16.0"160"7210". 5,5" 75"'Y6.0"12.5" 6.5' -3.0"; 5.0•' 10.0"- - ;EQUALTONEGATIVE DESIGN LOAD ON SHUTTER AND SELECT 5PAN GREATER ' (300005!MIN CONC), 53 16:0' 15 0. 6.5" 8 0 16:0'''16 0"9:5" 4 Q„ 6 0 15:5"10.0":5:0 '4.0",7.0 - ' "THAN OR EQUAL TO SHUTTER SPAN. 6t_16.0. Il o '5.0'. 710 mor 125" 63,': ]5 5 0-IO 0. 10.0^ S.o: CO" 7.0" - 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE w\r\C �+ ... -. _ ..,__..�..- 70..16�0_'9.0,,..A.S....6.0.:-16.OL 10.5_.5.5,,..].(1,.AA...8.0.E 10.0._.5.0, a.0...7A"..._........ ......_....,_.-_......_ ._�....."�... _._....__...�..:_._...-,......... _..„.......,,.._... ,,..,_..._..:_-. _ .,. .:.-...�_.....,_..._ �.._......-.._.._>._ _ Fr- -i-00 ,E 100.fo.D'• - f/ 4:0" 7:0 10.0•• 5.0^` 4:0" 7.0 10.0" 5 OVI" - 4. EXISTING'STRUCTURE MAYBE CONCRETE,ASTM-C=90 HOLLOW CONCRETE - - .a o g " STANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER w v g 1/4"ALL-POINTS SOLID-SET - - 3MIN EDGE DI_ -i - - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - 4x ANCHOR 1VJ 7/0'EMBED& Cl C2 -t3 -.CS Cl C2 C3 C4' C5 CI'. C2 :C3 C4 C5 CONNECTION.. PE.SEE CONNECTIONDETAILS FOR IDENTIFICATION OF- 114-20.S5 MACHINE SCREW CONNECTION TYPE. -- .43 16.0 160"16.0 1G0 160"160.160"115 1G V'160 160"110 7D 110 16.0" _ .. .• o (3000ps1 MIN CONC). 53 16,0 16 0"13.5 i6 0. 133-'16 0 16 0" '$5 5 5" 9.5 12.0" S. ,ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE �. G2 16.0 16.0"10,5.16 0 14.0"16 0 11.0" 7 0 11.0"160"16.01'-O S 5 5'•:9.5' 12.0" - ONLY. LL "11 r •� - 70. 16:0'15.0" 9.0' 14,0'16.0^16 0 90". 6 0 10.0"13 0 3610" B 5 S.9' 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE'ANCHORS ARE INSTALLED 16.0" 8.5' 5.5^ 9.Sc.iz.0'•18.0 8,5 5.5" 9.5'.12:0" - IN ACCORDANCE WITH-14ANUFACTURERS'.RECOMMENDATIONS:"EMBEDMENT C' - - 2•SJ8"MLN EDGE b15TANCE - LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTIfER 1/4°POW0 SS BOLT AN41( _ - .FINISHES. W/1/4.20.55 BOLT AND Ci. C2 C3 C4. C5 Cl CZ C3 Ca CS CI '[2 C3 U C5. �1 I•EMBED(3000Psl MIN 43 16:0'16.0"14.0 !6.q"16.0'16 0 14, s o t2 5 16 0 14 0" 7 5" 5 D" 8.0 11,5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a ' CONC) 53 16y0"16.0" 9.5' 14 0 36 0. 16 0 9 5.. 6.0 10.0 16 0. 11 5" 6 0 4 0 7:0' B.0" VARY;FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING a 16.0"14 5 7 5" 5.0" 8,5' IL.S"11.5"1 6.0" 4.0" 7.0" 00" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLEONLY FOR ,Ht •11��• 70 16.0 10.0 '6;5" SOS 16.0"12 0' 6:0" 4 0' 7:5 -90' 11'.5"'80 4.0".:7.0' B.0" _ - SIDE CLOSURE PIECES. _ - g d ,•� g 1Do-LIS 6.0 4.0" zD° BA" 115" 6:M' a.o' 7.0": 8.0' 11.5•'. 6.0 4.0" 7.o 8.0" - It. .WHERE LAG SCREWS FASTEN TO NARROW FACE:OF STUD FRAMING,FASTEN ER 3.7/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2°x 4"(M1N.f.WOOD STUD.3/4° pq: ✓ - .. 1/4"POWERS SS DROP-b) - EDGE DISTANCE IS ACCEPTABLE FORWOODFRAMING.U+G SCREWS SHALL V7/114.20 SS BOLT AND C1 C2 C3 C4 fa CS C2 G3 C4',-C5 C1 .C2 C3 �U C5: HAVE PHILLIC5.PAN HEAD OR HEX HEAD. F Ri i°EMBED(3000ps1 M(fi 43- 16.0' 16 0 15.0' 160 16.0"16 0 14.5"' 9 0" 13.5"1G 0 15 D"-7 5" 5.0" 9.0' 12.0" 9. MACHINE SCREWS SHALL HAVE'MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN A CONL7 53.. 16:0 16 0 10.5' SS 6.16.0'116.(11110.016.5".]OS"166.12.0" 6 0 4 0` 7.5. e 5" BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER CCC•�9yd •� 62 16.0. 13.0 B 0" 12 5^16 0"15 0 B 0•C 5 0 . 9 0" 12 0 tY0" 6 0 4 D" 7.5 8 5" HEAD(SIDEWALK BOLT),U.O.N. b s66g 70 16.0' SOS 7.0 110.16.0"12 5 6.5 4 5 B.0" 9 5 12,0" 6 0 4'0' 7.5': B.5" '® DESIGNATES ANCHOR CONDITIGNS WHICH ARE NOT ACCEPTABLE USES �' 4 '.100'12:0' 6.0"14.0" 7.5 8:5 12.0 6.0" 4.0 7.5"' 8.5 12.0" 6.0 4.0' A5• '8.S' JR > ., 2"MLN EDGE DISTANCE - - ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, d i� 7. Y32 SMS W/Z'EYEWAIL CI C2. -C3 C4 °C5."-Cl C2. C3 E4 C5 Cl C2 C3 C4 'CS NUT OR WASHER W1NGNlIT. CO•YWOirtFPRIXLODdlt®OP£ ARMOR INSERT W/2"EMBED 43_16.0"16.0"11.5"14.0"16.0"16.0?16.0" 7:5' 10.D"16 0"16:0" 9 0: 4.5" '6.S"13.5^ 11. 'MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. _ - (2000p51 MLN CONC) -'S3. 16.0 16 0' 8.51 7 11,0"16.0"16.0"11.5" 5 5 '8.01'.16 0 14.0"J O 3 S" 5.5 '.10.0" 62 16.0 15.0" 7.0" 9 5 18.D"16 0 9.0` 4 5^ 6 S`14 0. 14 0" 7 0 3.5".' .S3 10 0" 12. WHEN ANCHORING TO HOLLOW BLOCK.SDS DRILLS SHOULD NDT BE USED 7O 6CAte, - DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL pAOE DESC1VpRON: 70 16.0 120 6080 160.145 75 q0 60 105 140'.70.35 55 10'0 CONCRETE SCREWS TO.HOLLOW BLOCK - (/(/ Y00 14.01 70 35. 55 100.140 -70 35 55 100 140' 70 35 55 106 - _ 732 SMS W/275,MWALL 43 16.0 180 160 160 IGO 160.1G0.100 140 16.0 16.0"315 60 9.5 160 ' ARMOR INSERT W/2.5" 53 16.0"16.0"12.0'16.0'160'16.0'15.0" 7.5" 11.0"16.0"16.0' 9,0", 5.0" 8,0" 13.0" EMBED(2000ps1 MII tONC) 62 16/0 i6.v 9 5' 13'5 16.0'16.0"11.5" 6 5 9.5 16.0"180" 9 D 5 0 -CO-'r13 D" - �1 , 70 16.0 160. 80 115 16,0"160 9.5" 55 8.5" 140 160":90 50 BA 13.0" \V�I 8 100. 16A 90'^5.0". 8.0 13.0':'16.0.. 9,0"- 5.0 e.C'13:0 16.0 '9.0 S.O' 6.0`13.0" - - - -