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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS-ACCORDION 1/12/2021 Florida Building Code Online C t Mn, BCIS Home € Log.In User Registration Hot Topics 1 Submit Surcharge { Stats&Facts 1 Publications I Contact Us ( BCIS Site Map { Links f Search dppFlorida :. °. )Product Approval USER;Public User Product Approval Menu>.Product or AppkdW Search>AQnllcation List>Application Detail FL# FL13757-R7 " { Application Type Revision Code Version 2026 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 �� (954)970-9999 tomj@tc-aium.com Quality Assurance Representative Address/Phone/EmailCY Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L.BLANCO,P.E. i Validation Checklist-Hardcopy Received I Certificate of Independence FL13757 R7 COI INDEP123.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlebyZHmSz7dhZgiA%3d%3d 1/2 i 1/12/i021 Florida Building Code.Online FL13757 R7 Eouiv EO 1123 pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/13/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summa of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use installation Instructions Approved for use in HVHZ:Yes FL13757 R7 II DWGia f Approved for use outside HVHZ:Yes Verified By: Frank L, Bennardo,P.E.PE0046549 Impact Resistant:-Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE EVALI.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R7'II DWG2,pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable span/pressure FL13757 R7 AE EVAL2,pdf combinations and additional limitations of use. 1 Created by Independent Third Party: Yes 13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R7 II DWG3.pd Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +110/-128 Evaluation Reports Other:See product drawing for additional Information, FL13757 ft7 AE EVAL3,pd anchorage,etc. Created by Independent Third Party:Yes Back Hext Contact Us;:2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MWQ WAR cCtvc4 -sin Credit;Card -Safe www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME98dzDrGlabyZHmSz7dhZg!A%3d°/a3d 2/2 I . ig itally signed 15 W° as6-.8 STREAMLINE SHUTTER bDyFank GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ Bennardo ~✓I. TNIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITHDate:2021.04.23 TNE FLORIDA BUILDING "'°- ";`••'" 1Ot26:08-04'QO' CODE SEVENTH EDITION(2020),FOR.USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH THIS SYSTEM MEETS MISSILE LEVEL"D".AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN OR c-E19AND NEGATIVE IVE DESIGNEVALUATIONRE REPORT FOR MORE INFORMATION. SECTION w m o s 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE J �,;OM m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TRACK LLy a m REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE 3$,', m W u I x CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E3996/E330. -W 4, DESIGN PRESSURES.NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1,5 SAFETY FACTOR. v G c 00 E 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED WIND ZONES " U "z w 1-3,IN ACCORDANCE WITH ASTM 1996.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS PLAN VIEW -'o"w i"E04 INDEPENDENTLY ADOPTED BY THE AUTHORITY. JURISDICTION. z 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a 'j o w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE we 1 .0 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. N ry 8. TIHEE-SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N n 9. THESE INSTALLATION.INSTRUCTIONS ARE PART OF A PRODUCT'APPROVAL EVALUATION AND SHALL a R ONLY BE IN 60N7UNCTION WLTH THE EVALUATION REPORT SUBMITTED FOR THE SAME O PRODUCT APPROVAL.USE DF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER n N 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. a 110, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEvaU CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR a$ p a VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM � ? a € THE STRUCTURAL SUBSTRATES DETAILED HEREIN. r n s rm, 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL a m DOCUMENTS. Q z_= a d 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING HURRICANE PROTECTION BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND TRACK m �o SEALED BY ALICENSED ENGINEER OR REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE --�� E rc DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE L S p 13. EACH SHLT g ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS a c INFORMATION: TYPICAL ACCORDION g TOWN&COUNTRY INDUSTRIES e FORT LAUDERDALE,FL 9LB MISSILE LEVEL'D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 FLORIDA PRODUCE APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: TABLE z NOTES: K.S.I. 1. HVHZ:DEFINED AS MLAMI-DADS 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A E0019TY AND BROWARD COUNTY $ MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4'O.OR 3/16.0 5052 FLORIDA. ALUM.ALLOY. MINIMUM SEPARATION FROM GLASS 2. NON-FAIHZ:DEFINED AS ALL {^{_= 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR MI IAM�t $E OTHER THY Arlo ;;g{a 0�§'I BOX LOCK AT CENTER OR SIDE CLOSURE. MROWADA COUNTY FLORIDA �n^5 101 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. HVH2 NON-NVHZ 3. SEPARATION FROM G. 5 "aA 18. FLOOR TRACKS MAY REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SEE NOTE 3 I E NOT REQUIRED R O FOR flg 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF'10". 7Y §i 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, SHUTTER INSTALLATIONS IN WIND 4q 21. ALL STEEL IN CONTACTWITH ALUMINUM SHALL BE PAINTED OR PLATED. BpAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ZONES 1=3 UNLESS LOCAL s< m € ) 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 5 30'ABOVE >30 ABOVE 5 30'ABOVE >30 ABOVE MUNICIPALITY HAS s . 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. GRADE GRADE GRADE GRADE ADOPTED ADDITIONALCRrTERM TP 72" 2-1f4' 1-5/8' 2-WS" 1S18' a TABLE 1: 4' INSTALLATIONS 4 OUTSIDE OF THE r wiz g TABLE 1 NOTES: 99' 3-1J2' 3-6/8" 1-7/8' WITH SPANS LESS THAN 30'SHALL ACCORDION SHUTTER' 1. DESIGN PRESSURES SHOWN 3N'ACCORDION 120' 4-V8' Y 4-114' Y HAVE 2-7/8'MINIMUM SEPARATION SHUTTER SPAN SCHEDULE"ABOVE ARE � pp33 of U FROM GLASS WHEN 30'ABOVE iI ° SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 144" 4 7/8' 7 5' Y GRADE,AND I-5/8'WHEN>30' ,Z AT EACH RESPECTIVE SHUTTER SPAN. CONE GRADE. SS POSITIVE NEGATIVE 2, LINEAR INTERPOLATION BETWEEN SHUTTER S. LINEAR INTERPOLATION BETWEEN SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS SHUTTER SPANS IS NOY 20-26160 $ SPAN BETWEEN THOSE INDICATED ABOVE,THE VISIT ECALC.10126160 �f`�� PERMITTED.FOR SPANS BETWEEN suit _ PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT NIGHER ` THOSE INDICATED ABOVE,THE PA0[ObSCAIPRom- PS PSF rats0E 5vEcsicDEVu7 Do [ SEPARATION FROM GLASS FOR THE - SPAN SHALL BE USED. auaar esoae�tww naartiws oonartR'r a NEXT HIGHER SPAN SHALL BE 72' 100 100 aaswanasan cooE USED, 99" 70 70 6. SEPARATION FOR GLASS OUTSIDEcy ra"aomnaau xwe�asraAteaaeaaaee�o OF THE HVHZ HAS BEEN p 120' 63 53 DETERMINED IN ACCORDANCE E 9 i44';-1 43 40 WITH ASTM E1996. FRANKEERRAW0.PE PRO1ECT30N VARIES PEi ou6S49 CAMSS }D.I15•2.874° 4.874"MAX. N 0.060' i 7 $ 0,125' 0.062' 0A50' 1.708• 0.100' ---1.830 0.062' n 1.708' 0.300• n 0.080' 0.063' 0.195' 0.096' 0.395' o -1-- 0.D6W 0.070' n. 0.060- n 2.820' ,4 �" 0.062' 'f' 0.125' 7 0.630' 0.630` ��3•� �1.908'--{ •::.c.,,' F,m9 uo 0.630' [Lo-OS!.<. 0.062' -1 fz 0.630' _L'" 069•j --+0.971' 1-. 0.143 O.D96' 7i u�a- �N _�(_ 0.971-j 0.143' �* i N �. 0 60" 1 70.� �.y e:if0 S`•LSx 0.062 0.200' 4 0.062 �0 00' 0.06 ' 0.630' a 0.630' M y^I j V z m k.069' 1.069 0.06 1^' 0.062� ?-, Q�r-F 5.745"MAX. SUPPORT LEG OPTIONAL }-1.Q69'-� 0 p62�" �1.069'-� 0.06Y 0' 5.745'MAX. N�Paw �1 WALL O BUILD OUT WALL O STREAMUNE CEIUNG TRACK O STREAMUNE WALL TRACK O HEAVY HEADER/SILL 6 UTE HEADER/SILL SCALE.HALF 512E SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE { /� 8 WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL n ON ALL EXTRUSIONS n 0.874'� {•--2.655' 0.875' r 2.195" I 0.510, ZI95" -1230• _ 1.229' 0.1T05• 0.060' �J_ a i D.7Z5' N O C 51 �- 2.655' a 7 X -T i I I�i�.s i aOc m N 11 P^ I E.362° 0'4' m G' m 1.D69' n ^I L I .831 10 N t 0.105' N l( k4.84'.. .. 4.510,.105' ;, 1.069' 10.1OS' n m n O.D75' : 0.075"4.530• 1 _ 0.994"i N D.044 �'E 3 0.781" 0.07 NOTE:TESTED THICKNESS OF v g �' `^ --•--4.510'-�-� }------3.506'--�1 BARE METAL W/O PAINT IS 0.039• m O7 SILL (g SILL ADAPTER (g EXTENDED SILL �p EXTENDED SILL ADAPTOR I� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMUNE SLATLADE L0. SCALE:HALF SIZE J /BJ SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE s g� 8 11 a 2.820' 4.753' gg _ 0.143' g r4�y 4.510' 0.143' x II1 G: Arai 1Eg'g0.06; FAIR � Pggy"y 0.044' 0.227-3 0.060, [OPfldlrtL�R+lEB:GEUAFb, ( 0.2D04 20-26160 NOTE:THICKNESS OF BARE k.069,"4 0.D62' -.1.625•---� suLe, g m S. W/O PAINT IS 0.039' PAGE 0t cn oru 15 SCAM 8 �a F sU EE STACK 76 SCALE CEISN HEADER/SILL 17 6.8 STARTER O SCALE:HALF SIZE u FRANK 9ENNAR00.iI PE+ow6549 CAQ98S5 �+-0.125• 0.610' STAINLESS STEEL .280 --+ •4 0• NYLON WASHER OR ALUMINUM T ASSEMBLY L0.�50• I D.320°0 HOLE 0.276' 0.35T Q p sI0 x 2.3/4'4I0 HT S.S. ND.BBO 0.0 WHEEL •• o o O.Ir 20.S INSERTS SCREW W/TC ULTRACOTE 0 591' 1 INTO COATING o N 1.300"�f 0.240• T TRACK (TYP TOP a BOTTOM) N 0.062 ul s NYLON BUSHING W/WASHER: - m u o t 1 TYP.AT EVERY OTHER 0.750' • . W -S'� � INSIDE JOINT A7 70P. 0.870" 7/16.0 x 1/2•@ INTERIOR JOINT TOP ~0.154°-4 -0.13T - S N e m(.1,i' 7/16'0 x I"@ INTERIOR JOINT BOTTOM _ff wu 1 g ANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR �V:o U adz ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED 'I'ti>Q=iw CENR SCALE:HALF SIZE 22 SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 SCALEUSH'HA F SIIZEE BLY DETAIL 26 BOA E HALF SIZE INSERT 9:1�,i o=mw 3 y q¢ OR KEY/THUMBTURN OPERATED INSIDE. 9 23 BRASS PUSH LOCK �S�b ^1 SCALE.HALF SIZE N CC j R0.355' 1 978• O ui w , z.szs' I a RO.S00' 4.000" 0.236' 1.742• 0.286' 1.603° j 0.500, 0.623" 1.710• 1.224' 0.267' N ^ 0.090" 0.531' 0.531' 0.79W 0.319' +•i O.lNi4' n j26 n 2.250' I j 0.09 _ ♦ 0.28 ' c n TI � -.L a 26, r 0 m X 0.250• o o P L 0 607" Gi I 0.118• [0,224• 0.239' �• N l �2.750°--} t"'�2.000•---� D.O60° 0.496° d16 0.240' mS27 RAINGUARD 28 DERATIVE FLOOR TRACK 3 + - • o.. O m mac:. �m SCALE,HALF SIZE CoSCALE+HALF SIZE 0,1611' 0.272 r 0.240• m rNOTE.DECORATIVE FLOOR TRACK I.001 0.062`0.062' 0.062• �0.176' J MAY BE ATTACHED TO ANGLE PER 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE,BOX CENTER s a m DETAILS Cb/S OR Ca/6. SCALE-HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE Cn m cy-• }--5.500'x 13/16'WIDE �--f 0,400' �p� a I ,A 167' 7/16°0 STAINLESS • L STEEL NUT 1 1 S L01; � 30 m 0.125" 71 n A _ B kiss' 1 ;' \ 1 18/16AN YAt}ONE SCREW `f 40a 0,438' H 7TYP S/16.0 INTERNAL STAINLESS STEEL a Nam' 0.121' w�gl^^•m„ I e gd Y r- 4.500' }---10.689• POWDER COATED,ZINC DIE-CAST THREAD n u+ A � 12 6'.• HEAD sB varu SECTION A Es 1.oso'� '�' � ��2a„ IIDNSusrr z srs%s 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW (OPTIONAL) SCALE:FULL SIZE SCALE.FULL SIZE m T I 35 BOX LOCK SCALE:HALF SIZE "' "0.319 0.254' 40 40b 40 P .£ SCALE.HALF SIZE L� ND STRIP 1" _O x 8�x 1�4. ' j-- z 000•-t 2" & 3 EXT U.125 -I T•0.125"SULE: HALF SIZE 0.050" 0.0 ml � ( 19 L$q 0.125 i T 0.085' 10' o a EtR�Ia fl"4� P o 0 0.325' f061�.°GEmPFS9 0.250' c N 0.065• m 0.093• ei 1 � I 20-26160 L m swe: 1 .062' o►6�oPsrnlvrron. _ 20 ALT. 1' END STRIP 21 1.5x3"x0.093' ANGLE 25 2"x3"x0.125" ANGLE 12 SCALE,HALF SIZE 3g ANGLE O SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE �0 RECESS SILL Q3 ,� CA ftWNK SENNARDO.PE PEq 0046 9 C"9885 ANY ANCHOR PER ANCHOR OLST. BCHEDULE 18'O.G EXISTING GLAZING SEE END STRIP n SCHEDULE FOR MAX. •°i-�"'^'... '' -ANGLE EMS Y{� SPAN WHEN USING 77 LEG D CITON 11 1 6 � 1 4' OR 6.20, aSTARTER4�, EMBED. 3 (INTERIOR) xx tltltllll pF / S p 3 IC AX. WITH 21 OR 25. 77 17 pl n z u MIN.0.062'THICK 6663-T6 ALUM. ^' iti-J ut 3p ANGLE I"x1"MIN.TO 2"xS'MAY. LLNLL yy (ANGLE LEG MAY BE REVERSED) ': D c - FASTEN ANGLE TO TRACK W/ ;• m ui Vg d a g ANY ANCHOR PER ANCHOR (27*104!SCREWS AT SCHEDULE 60 Is-O.C. CORNER,TOP&BOTTOM;AND 73 73 73 ATTACH TO 6.8 STARTER W/ &12 x 1/2'GALVANIZED OR 6.80"(TYP.) 30 13 #12 x 1/2'GALVANIZED OR S.S.SMS, S.S;SMS,3/16`0 ALUM.POP •t ill;��w^� 3/16"0 ALUM.POP RIVET.OR 114.20 RIVET,OR 114-20 MACHINE } + USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ is,OX. ALTERNATE END STRIP DE All BOLT&NUT 0 18'O.C. "+ (EXTERIOR) S/IG-18 TXUMS SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE I w cc F INSERT TT AT 1/3 SPAN TO 2/3 SPAN SCALE,3-=T-0" MY TRACK W/ Y o w 15 TYPICAL PLAN VIEW FROM BOTTOM OF SHLrMR.RECEIVING END STRIP SCHEDULE SCREW BOSSES. ti a HOLE SHALL BE 3/8'MAX WIDTH,UP TO P54 SCALE.3-o T-0" I'HEIGHT. 1-810(2.T) SPAN EE S M 11 ORRIEWsg 605THREA ED[K LOCKING DETAILS FOR r WO�.� 132 ri SC 62 95' NSERT pp�1�AT 1/g SPAN CENTER MATES SEE END STRIP �0 2/3 Sp'AN FROM ® SCHEDULE FOR MAX. SHOWN ON RANDOM H SPAN WHEN 115iNG "t BOTTOMNNOF SHUTTER. DETAILS 3'BIO(4.T 62 86' y� 3%BE MAXG W IID7H UPCT BE t3 ® ) 2 6 F 20,40a,40b OR 40c, ��a 1'HEIGHT. T 30 82 4` 66 1/4" OR 6.8 STARTER 62 1t0' WITH 21 OR 2S. H o m ALT.P BID MAX. �1 w ® 1 et USE APPROPRIATE a - - - 151fS 45 fLi 20 PROVIDE CLOSM p 6 13 x0.D90' 6 BU080'/0 Cotonl01LS 011 0 81• 3 FASTEN STARTER STRIP I (INSIDE) _ �TO TRACK W/(2)M10x1" m <s 73 SCREWS AT CORNER,TOP N lam--J_, z12s. ALTERNATE END STRIP DETAIL L BOTTOM. (O o 57 SCAM3"=T-0" ANY TRACK W/SCREW !� 5 9 I O BOSSES. ` -t 1 7D 111' 4E 1 OR 1 8 Q SILL im SHOW IN ENDS OR LEOJUF,EN N SNOWNIIE/ A I'Xl-. NE.END eiZ2 MID SP iEUSINGAlY MCHOR O.IDANGIE yl�Ia�I I§4l (n I MID SPA50XWUNY ANCRORON THE EXISTING GLASS a S�al`d`"I,' ��1 l}' Z SMO OR01E 20BO tTO END STI r Sl p E v 13 SO,EN 00.11�-30 BOLT TO END STRIP. Y ay�s 0 ( E US 11 BRASS PUSH LOCK 2�fi pUR(1�tLB76A 78 PUSH � E( 1 SCREW 1 THREADED 1 /t:/ OR(1T 5/ 1g THUM {INSIDE) I € r(OUTS S[R W I O THR AD D INSER 7 AT 1/3 SPAN INSE T AT 1/ S AN SILL TO 2/3T N FROM- Q1g 70 2/3 N FROM I BOTTOM OF SHUTTER. IDEya BOTTOM OF SHUTTER RECEIVING HOLE SHALL BE ) 3/6-MAX WIDTH,UP T3 �C'f �gb 1-HEIGHT. TYPICAL OUTSIDE CORNER CLOSURE a ' CCt DETAILS WO/CORNER POST -- - - ---- - s 30 IYI + � g a NTS 13 30 CpP1T031TEAQ.E&610EUfE$5 13 15 13 (OUTSIDE) 20-26160 SILL SCALE; USE(1'BOX LDCK AT 1/3 PA09 DESCRIPTION, SPAN TO 2/3 SPAN FROM a BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREF CC2 DETAILS WO/CORNER POST Yal MULTIPLE SHUTTER ASSEMBLY ol NTS S LK SCALE,3-=1'-0' Q n iC FRANK BENNARM.PE C1 CONNECTION TYPE PEt 0046S49 CA99865 REFEREJR XtSTING HOST SCHEDU . STRUCTURE _ SPACIN ' C1 CONE 1/4-20 MACHINE BOLT REFERER 1/2' WINUT(B 12"O.C.OR / \ SCHEDU . #14 SMS @ 6-O.C. SPACIN1/2" (TYP.TOP&BOTTOM) 0 2 FASTENERS ALUM.TUBE EACH ANGLE 0063-75 ALLOY 6 R .i w.+m Hu SEE TABLE-A FOR SIZE I �.,;?.•,!g J DR .1 LLInl` �1'x 2'x 1/8- ALTERNATE THRU ORVIt 2'x1/0' I uALUM.ANGLE o REFEERRENNCCE ANCHOMK�� H1/41'MAX. = j �><-2SCHEDULE FOR MASEPARATION u oa m g5i THREE 3/16"O ALUM, 0 13 .�' , SPACINGPER TABLE2 ZWi�ry Ouu� POP RIVETS 0 I 1 GLASS .c�THREE MI2 SMS,TYP. O 17 11' OR DOOR—•� y< r3/16"0 ALUM.POP +� f u ~ V)1 RIVET OR 012 SMS ' J'TABLE A(cm) (�19-a,c.(TYP.) tL`-- (''3PRESSURE VS ALL�OgWABLE LENGTH \ 1"-PSFN�0 B163tb B�} MAY USE MALE OR `_ '� 10w FEMALE LOCK-SLAT wo17(� mw 1(IB' 13 ALTERNATE 7MRU BOLT 1 ROM PIN n TS179' C5 CONNECTION TYPE C1 CONNECTION TYPE ^' GUIDE O BUSHING CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR f� -' WASHER(TYP.) 4 BL17Z' HTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. �I' 1 n z �y 9I165' SPACING �� 14x3/4-SMS 45 9 O.C. 8- 0`dt i 01� �` / ANGLE TO TUBE CONNECTION Na a TABLE B 007 2" 2"x.125" �.�'� 759 ( } STRUCTURE HOST 60�3-T6 ALUM.TUBE �r u1• EMBED. w.i 1t5' PRESSIREVSALLOWABLEIENGRI 5 CONNECTION TYPE ems EDGE DISTANCE f 4iJ 2Y1V1. 3Y3S�WO REFERENCE ANCHOR .y PSF YS1TH B/O VlI1H 8J0 SCHEDULE FOR MAX. p G SPACING >; a n 107- SST (SE ANY ENERANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION �)a o g 62 101' 147' IN ANCHOR SCHEDULE). SCALE:3".1'-0" o 9 9w 139' _ 102 9lM B 120 IO' 122 S� 74' t09• - w 100 7 9P w x2"x rw moo¢ 3/16 RIVET OR Al2 SMS 090"6063-T6HIM ~CLASS. _"'C ICI=I^-' (05 18-O.C. OR 1/4-20 ALUM.TUBE TYP. !� A = 4n=� ' NUT i BOLT(TYP.}. 1 t PER TABLEtREFERENCE 4n z v W d a ata-- 3/16"0 ALUM.POP Pl 2 o N J B a S ALUM.TUBE RIVET OR 012 SMS GLASS )L �Z Q lit OR DOD < < 6063-T6 ALLOY (PT 1B"O.C.(TYP.) E u SEE TA F B FOR SIZE. 2"x 5"x 1/6" u o+ 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE o iI YS Y' &I(3 9$yyy1 1'x 2-x.093'6063-T6 OPTIONAL ANGLE INSID I I (£CRs ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. ORIENTATION TYP. 3iPOP RIVETS OR 17 THREE N12 SMS,TYP. Si1"x2"xi/8'13 OR 2"x 2"x 1/8' ANCHOR 61 J+I {III ml -g} ALUM.ANGLE SCHEDULE FOR MAX. .2 kt173 a ai 8 9x USE MALE OR FEMALE SPACING OPt9,lif6.(iE69C FJ64Effi LOCK-SLAT EXISTING CONCRETE, 73 13 BLOCK OR WOOD FRAMING 20-26160 sr"m s OUTSIDE EE INSIDE SILL MOUNT SECTION PACE OESWP77QN: #12 x 1/2-GALVANIZED SCALE,3"a T-0" OR S.S.SMS,3/16-0 ALUM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT S,NUT SCALE:3--T-0" @l 18'O.C. a FPANK BENN4m0'PE C5.CONNECTION TYPE PE+owcsag urssas w REFERENCE ANCHOR XISTING o J SCHEDULE FOR MAX. STRUCTURE SPACIN GLASS ¢ 5-MAX."'^ GLASS Cl CONNEC110N TYPE 1/4-20 MACHINE BOLT OR DOOR F N} OR DOOR f w REFERENCE FORCMAX. 19 M74 SM W/NUTS QI 6'D.C. R . 3 =m¢z^ MR W w m SPACIN /2•• (TYP,TOP 1,BOTTOM) c N M21 X w N GLASS N F N m /2" ? '"r f 1/b"-20 7HRU BOLT W/ GLASS X m ARA m d _ w m S LOCK NUT @ 12^O.C.OR ARA ¢=m¢ M74 x t/2"SMS(A 12"O.C. pQy }�w zl- Ow ti *+`-'di,�,a, so 12 r 1/2'SMS(p 12`O.C.E.S. PER Y F.1- OR 3/16`B ALUM.POP TABLE 2 ¢J R p m 5 6 R ",'x.,},u>LL$$to H OR 3/16"0 ALUM.POP TA�2 z I- RIVETS(a1 6"O.C. OR 1/4"0 Y w w o BORR 3�:LLm Rg W RIVETS(A 6"O.C.'E,S. J= ALUM.POP RIVETS({D 12 D.C. ¢ R 1/4'0 ALUM:POP RIVETS / N 1 AND 3 Iw-w "%��>Q=�w @ 12-O.C.E.S. A O 1/4'MAX.FROM PIN MPARAIGLASS HJ •^.,'o¢wg n 1/4"MAX.FROM PIN ASSEMBLY SEPARATSQi 3 » �..?o f m SE. O9 AND F(�0 /2-TYP, C' PER TABLE2 f =O� a„ a G IDE BU I yw Sv`'a E. 3o ASSEMBLY WASHER(TYP.) W WASHER(7YPJ _� }i prvJ•"ww /2'TYP, EXISTING CONCRETE, w GLASS = _ m '-u'*w- z m CONNECTION TYPE OR DOOR N a m d 3,�Eu O o BLOCK OR WOOD FRAMING "' X ozr �� N � EDG ge E REFERENCE ANCHOR d a¢ w / CONNECTION TYPE DIS SPACING SCHEDULE FOR MAX. Y v o, m O J - REFERENCE ANCHOR ¢ LL / DI SCHEDULE FOR MAX. 0157. SPACING AS SHOWN w COIRIECTION TYPE IN DIAGRAM ON PG.9 o w 05R ry REFERENCE ANCHOR EXISTING CONCRET w SCHEDULE FOR MAX. 1/4"MAX.FROM PIN ^ SPACING:ALT.FASTENER BLOCK OR WOOD FRAMING 1--TO U NING / LOCATION.FRONT AND C1 CONNECTION TYPE \ t/4'MAX:FROM BACK ANCHORS NOT RE O INSIDE MOUNT SECTION REFERENCE ANCHOR 1 WASHER ITYP.) 3 B SCHEDULE FOR MAX, 1 a„ WITH THIS LOCATION 1 PIN GUIDE TO SCALE,3"0 T-0" SPACIN BUSHING WASHER O INSIDE MOUNT SECTION A FEERRENC`E ANCHOR 1 SCALE 3"=t'-0' SCHEDULE FOR MAX. p o m / EXISTING CONCRETE, SPACING 1-: a w, m BLOCK OR WOOD FRAMI EMBED. c'v m BUILD OUT MOUNT SECTION ZrB: �•— TYP.BOTTOM S¢ EXISTING CONCRETE, SCALE 3'a 1'-0' A w w BLOCK OR WOOD FRAMING _. EDG 1ST XISTING :cc i 5 NOTE,FOR DETAILS A;B,D AND E ON THIS SHEET CONNECTION TYPE EMBED. STRUCTURE T THE BASE TRACK MAY BE NSTALLED IN SECTIONS' REFERENCE ANCHOR CONNECTION TYPE 14 WITH 1/ GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR L A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING {USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 6 //A�..,, /�OVER THE GAPS BETWEEN SECTIONS. 1/2, L/'R@ g- w� g OR DODR GLHIM,ASS 13 ~ T W ¢.i olai3`a;�C I r gO Ti w 012 x 1/2"SMS Ip 12" ARA = 2 J „' , � �al�ij 7 W w ww J S'�� j s. w I,,,wj O.C.OR 3/16'0 ALUM. PER m p m m 3 F N O^ I Y+�tl s F �7 POP RIVETS 6"O.C, TAEiI.E2 ¢ ww $ -'. € l'a$ I- =O OR 1/4"0 AL(�UM.POP X C Z GLASS OR pN =_ J ;i mw�y d p¢ DOOR m} Nm £ 6 MN GLASS 13 = zvm RIVETS @ 12"O.C. Y uN PER TABLE2 Xz zt¢- �g SEPARATION N O N¢ ¢w ¢ 1/4-20 S.S.MACHINE PER TAty.E 2 < K~ OT AND OO ROM F vai {{{{ gFgt SCREWS NUT 0 Y LOi N ASSEMBLY 1/2" GUIDE TO BUSH PIN J � 12"O.C, v 1/ YP. WASHER(TYP.) wK GLASS o C 1/4-MAX.FROM PINOR DOOR 1/4"MAX.FROM PINCONNECTION TYPE 1/2" GUIDE TO BUSHING � III � ILL• 1 GU D TO US NG w WASHER(TYP.) Y�SdIaIN Rl iS l° ��•+ WASHER ITYP 1 Wr7REFERENCE ANCHOR ©: EXISTING CONCRETE, CHEDULE FOR MAX. >c LOCK OR WOOD PACING AS SHOWN CONNECTION TYPE 20-26160 FRAMING EXISTING CONCRETE, CON NECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. xALe, ^-x 3-x 1/4'CONT. SCHEDULE FOR MAX. SPACING PA29-H pnoN, " CONNECTION TYPE i112 x 1/2"SMS(�12" SPACING.ANT.FASTENER EXISTING CONCRETE, 063-TB ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BLOCK OR WOOD FRAMING S SHOWN DASHED SPACING OR 1/4"0 ALUM.POP WITH ANCHORSTHIS N T REQ'D ODWALL MOUNT SECTION Revers @ tr D.C. F WALL BUILD OUT O CEILING /INSIDE MOUNT SECTION O SCALE,3".1'-0' SCALE,3".1'-0^ � Q SCALE.3'e 1'-0' oo FPANK eEnrcna00,ve PEs owcs4■vs95os MN.G ASS GLASS SEPARATION Z' :,:• .�� OR DOOR PER TABLE 13pp r`s of F V N �QZ xWQ s pry i . X y Eg j DOOR GLASS OR -�Q Q=¢ ^.• wm N3 w ~ Ir7 F- MN BASS w w •i'�i: 7 LL '^of : _ SEPARATION 33:u 9N PFIt TABLE2 W U.. n I r w oL L�px e I.n„ a 1 /Y 1 1/4"MAX.FROM PIN GUIDE 13 J O 2 250'FROM PIN o~w i TO BUSHING WASHER(TYP.) �Q 3 LL'� Z 28 Q a VIDE TO BOTTOM N.W��w TW01/4"0 WOOD tOF WASHER I p w LAG SCREWS @ 24" C1 O.C.MAX.WITH 2" I THREADED PENETRATION CONNECTION TYPE T"INTO CENTER OF 2X STUDS REFERENCE ANCHOR SCHEDULE FOR MAX. EMB."T. 14 SMS 0 MIDSPAN BETWEEN SPACING STUDS FOR TRACK TO 1"x 4" PLYWOOD L TUBE CONNECTION // / EXISTING HOST STRUCTURE m STUCCO FINIS 1'x 4"x.125" R 6063-T6 ALUM.TUBE THIS DETAIL TO BE USED WHEN STUD SPACING (gyp DECORATIVE FLOOR TRACK DETAIL s8 EXCEEDS THEMAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=t'- O m WALL MOUNT SECTION THIS DETAIL MAY 0 ALSO BE USED O oa SCALE.3".1'-0^ AT TOP Zm. S6 m �C W ag $ ACCORDION SHUTTER C rO o PER PRODUCT APPROVAL F 0 —GLASS .0 �A� OR DOOR 3 j N N ■ PER TABLE © y ■ n APPLICABLE AT TOP X Q X Q AND/OR BOTTOM Q O. Q (. a Y OR 3' S V1 i w EXISTING WOOD(G=0.42) �Igl TRUSS OR RAFTER oar,� g1—s 2NI 1/4"MAX.FROM PIN GUIDE (4�24^MAX.O.C. 5 1g � g 1/2'MIN.- TO BUSHING WASHER(TYP.) EXISTING FINISH # iA 2.175, 1/4"TILE(TYPJ MATERIAL -`��"�t�` �`I t ey' 2'x 3"x V/e x CONTINUOUS OR b � -+, Ip 2'x 2"x W x CONTINUOUS FINISH MATERIAL w o�'x•� S 1 6061-T6 ALUMINUM ANGLE4 3/4'PLYWOOD 2"x . x ANG1/0"LE 6063-Tb $$7 ALUM.ANGLE W/THREE n' I E 0.9'MIN.THICK 6061-T6 ALUM TRACK X •L"0 A325 GRADE THRU BOLT 0 7"O.C. 1/4"0 WOOD LAG ANGLE FASTENED TO FASTENED TO ANGLE WITH 114-20 OR S/16"O A325 GRADE THRU BOLT({D 12"O.C. SCREWS WITH 2-3/4" MACHINE SCREWS AT 3'FROM ENDS Z GALV.OR S.S. MINIMUM THREADED EXISTING 3 KSI CONCRETE AND 9'O.C.FOR THE BALANCE PENETR."T'IN WOOD @ 5 6 Ix{ I �? HOST STRUCTURE WITH �_ 1/4•"0 DEWALT ULTRACON TO t i tid'EL ¢ y S:'0 DEWALT ULTRACONS EACH RAFTER OF TRUSS, Ind "t: EXISTING CONCRETE HOST CONCRETE/CMU 24'O.C.MAX.WHERE I S� AT 3'FROM ENDS AND 4' 2-1/2"MIN. STRUCTURE(3000 PSI MIN) 5'O.C.W/1-1/4"MIN.EMS. ANGLE EXTENDS BEYOND OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8' LAST TRUSS MORE THAN [a°frttxta.Fo6M� O.C.FOR BALANCE WITH 11,"MIN EMBEDMENT AND MAX.DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE, MIN.EMS. IN WOOD SG-0.42.TO 0.55. 6". EXTEND ANGLE TO ¢ j 20-26160 Y.4'MIN EDGE DISTANCE, t 62 P.S.F. NEXT TRUSS. w w uue: - HOLLOW BLOCK OR ww —71 STAGGERED WITH 3'MIN. MAX.DESIGN LOAD AT 6'-0'MAX SPAN: W000 FRAMING.SEE 2"x 5'x 1/0"CONT. r N m m vu■ocscvivnox: SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) 13 =x Z I BASED ON TYPE 0 L- TIP r a Q Ha SCALEQUILD, N SMOUNT STRUCTURE (MAX.DESIGN LOAD t 72 P.SFJ <� a r L� OPASS THRU DETAIL O TRUSS MOUNT SECTION w Hb SCALE:3"-1'-0" K SCALE:3"v'1'-O" (J C FPAW E]OSTING HOST ALT.LEG DIRECTION PEP 004465.9ACCA{g&95 STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM ,/ir`r=•` EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW -'^ 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE ASSEMBLY TOP OR BOTTOM ,I- AX 2 dtr^` ANGLES PER BEAM END,SIZE ( )6063-T6 ALUMINUM ,- 1/2' PER SPAN TUBE SCHEDULE EMBED. i .SPAN TUBE PER m DESIGN SCHEDULE 0 v O ACCESS HOLE 1/4-20 MACHINE BOLT W/NUr@ W m 62 EDGE OF ACCORDION u 12,O.0 OR 014 x 314"SMS 6.D.C. SHUTTER BLADES E O TYPICAL mof TYPICAL N 1/2'MAX, z ._ i`, 0 s 5 6 3'MINI-tcg tji.FWU u EDGE 3 6 19 � .I ,,.�¢w tq EDGE �t Ql;z of m K 2.875.0 HOLE(TO RECEIVE DISTANCE MIN.GLASS "O o W ROUND WINDOW ASSEMB! I1 N J•+W EXISTING Il SEPARATION _ tw-O> O W„- Z MAXIMUM OF 3 WINDOWS GIJ1S5 OR !j G w a ct gf u PER EVERY OTHER BLADE DOOR t O U N w3'MIN z 1 LIGHT-N-VIEW WINDOW �°F�u`£ EDGE 1n- ° 8 8 N.T.S. EXTERIOR ELEV _ D15TANC _ =V) 5 6 �O O W 3 16 7/4'MAX FROM PIN GUIDE rl ¢ w ?z T ING WASI 17y" G N ~a o £a AC CESS 1/4-20 MACHINE BOLT W/NUT 0 m 1/2' HDLE 12'O.0 OR S14 x 3/4'SMS 6'O.0 2:875'0 HOLE TO SPAN TUBE PER RECEIVE ROUND EMBEb. I DESIGN SCHEDULEii " WINDOW ASSEMBLY (2)6063 T6 ALUMINUM ¢ e D+ ANGLES PEP.HEM BE END,SIZE ° rn't O m OOSTING PER SPAN TUBE SCHEDULE ��D c Pe en w STRUCTU E SCHEDULE THRBOLTS REQUIRED UMBERS C zm'X v m 1/4-ALL POINTS SOLID SET ANCHORS WITH 7/8•HIN m S o a EMBED IN CONCRETE OR HOLLOW BLOCK 3-MINIMUM 0 125- SPACING,,AND 3•MINIMUM EDGE DISTAV�CE W 0.032' 0.032' 2 c s 0.125' MAX.DESIGN LOAD-f 72 PSF o 5 $ - 3 SPAN TUBE SECTION 3 0.196- \\ 8 N.T.S. VERT SECTION / SPAN TUBE SCHEDULE NUMBER OF\ ALLOWABLE 7USE NUMBER OF ANGIOR8PER MANGLE TUBE LE g \ SHUTTER SPAN THRU-BOLTS LENGTH 8 I J ROUND 5I SPAN I /WGLE _ !.-„"f'- x ®� X: WINDOW TOP tiO7TOM TOP HOT-Tom TOP BOTTOM TOP BOTTOM 12��� l 1YiP ,S8 in a ASSEMBLY TUBE TUBE I TUBE TUBE TUBE TUBE TUBE TUBE nMISR I I a-f 8 I f M� BE 1218- 135.2' 2 2 2 3 4• I 7' fal DEB § \ u 2%5'x 9E 101.T 106.9• 2 2 3 3 r T �I I i 2g2na 0.125 12r 89.V 94.0 1 2 2 3 3 i Y�G L1 \ \ 60' 129.1• 15T,0' 2 2 2 3 r r I� EE 1 96• 114.8• 124.1' 2 2 3 3 r T E C@, 0.125 12r 102.8' 109,E 1 2 2 4 1 4 ur I 10• I IGg -- \ 60• 13&01 190.E 1 2 2 3 3 r r 02.87s 03.250' TTo.196• r I 0.12s 9E 12zT iS5.T 2 2 3 4 r TV 12r 11&4' 1373 2 3 4 I 5 10• Ir g \ ` 6—T 166.1' 240Ir • 2 2 3 1 4 r TP LIGHT-N-VIEW WINDOW lif 229E 2 3 4 1 6 Ir IE 3' flflSG} 0.1875 a�S RI Fl f4 I Ti / /2Y 1325' 2a1t• 3 4 5 7 13- 19' 2g \ i/ SPAN TUBE SCHEDULE MOTES: cnP sJOrMx�cLss�ss N.T.S. SABlC PU15T7T5 SLX1431T-UL-94H6 20-26160 1. 1 x x `ANGLES FOR 2'x5'&2'x6•BEAMS. 2. USE 2•xS'xl/4'ANGLES FOR 2'x8'&2'x10'BEAMS. saaE, 8 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PADE DE =RIPTWN, 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. 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W ROUND WINDOW BELOW THE BEAM.MID•SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, m� ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AND BELOWTHE BEAM. no 6. TAP BEAMS ARE NOT ALLOWED. a 7. ALL BEAMS AND ANGLES TO BE 6063 T6 ALUMINUM. o MMK BENNAwx1.PE ANCHOR SCHEDULE: CONCRETE PES OM6549CA49835 = . 2.5'MIN EDGE DISTANCE L- Soaps Uo To 61-0" Soaps Up To 8-3" Spans Up 70 22'-0" LOAD CONN TYPE CONN TYPE CONN TYPE ,•..,;1> r�i. _� ANCHOR ( C1 I Q C3 I C4 I CS CI I C2 I C3 I C4 I CS C1 I C2 i C7 I Ca I CS 1/4'TRY TAPCON OR ELCO 43 16.0"16,0"15.0"1 16.0"1Q0"1G.0"16.0'• 9.0"113.0^16.0"16.0" 9.S• SS" 8.5" 14.5" ULTRACON WITH 1-3/4' S3 36.0"36.0'1D,5"IqS'I6.0"16.0"120" 7.0"110.5'16.0"[13 7.S' 4.5" 7.5' 10.T' 3' N EMBED(3192Psi MIN CONC) 62 I&W,16,D• 8.51, 12.5"16.0"16.0" 9.51, 5.5'1 B.5" 15-VI 7.5" 4.5"'7.5' 10.5" •+V 70 26.0"13,0" 7.0^ 11.0"16.0^15.5" 8.0" 5.0" 7.5" 11.5' 7.S' 4,5" 7.S' IOS' 7 /gCOM91NAT10N F` w Ln o S 200 IS.D" 7. 4.5" 7S' 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 7.5" '4.S" 7:5" 30.5' 2 x S YP. 9 / O COMBINATION E'Ii aiw� 01°u J 1/4•MILLENIUM MILLFAST 43 16.0"16.0"15_0"II6.0"16.0"16.0"16.0" 9.0" 13.5"16.0" ,8S' S.5" 9.0" 13_5" WITH 1-3/4'EMBED(3275p51 53 16.0"16.0"11.0"15.0"16.0"16.0"IIA" 7.0" 10.5"16.0" ZO" 4.S'i ZS' 9.S O MIN CONCRETE) 62 16.0"15.0" B,5" 13.0"16.0"16.0" 8.5" 5.5"19.0" 13.5" 7.0" 4.5"'7.5" 9.5" "• w U_�x 70 16.0"124" 7,0" ILO"26.0"24.0" LO" 4.S' 8.0', 10.5' ZO" 4.5" ZS' 25" 10D 13S- 7.0" 4,5" 7,S' 9.5" 33.5" 7.0" 4.5"1 7.5" 9.S" 7.0" 4.F 17.5" 9.5" `-'Y,OL m g{a= I 1/4•DEWALT CRETEFLEX 43 16.0"36.01,16.0"I36,0'16.0"�160"16.0"13.5"16.0"16.0" f12.5" 8.0" 13.0"16.D' x S S i ,p~ +iw S54 W/2'EMBED(3350ps1 53 16,0"16.0"16.0"16.0'16.0" 16.0"10.0"15.5"16.0•'16.0".10.0" 6.5"113.0"14.0M[N CONCJ 62 16.6"160"12.5'16.0"16.D'• 125" 8.0' 13.0"16.0"16.0"�10.0' 6.S' 11.0"14.0'• 16.0" 105" 7.0" 11.5"15.0"16.o"10.a- 6.5"ma,34.0"100 16.0^10.D" 6,5" 110"14.0" 10.0" 6.5"I11.0"14.0"16.0"10.0" 6.5",11.0"14.0" !� Zo w ri 1•MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING, ci a tl I u C5 c1 a tl ca cs c1 I Q tl c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4•ITW TAPCON OR ELCO 43 I6.0"16.O' 7.5" 8.0" 16.0"16.0-16.0" S.0" 5.5" I6.0"16A:9.0" 3.0' 4.0" 14.01• -C2 CONNECTION TYPE USING PIECE WITH OUTSIDE r � ULTRACON WITH 1-3/4' S3 16.0^16.0" 5.5",6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5"�7.S" 10.0" ANCHORS ONLY EMBED(3192ps)MIN CONC) 62 36.0^35.5' 4.v AS' 16.0"16.D" 9.0- 4.0^ 14.5"14.5" 7,5" 10.0^ -C4 CONNECTION TYPE USING PIECE®WITH v^I �. 70 16.0"12S' 4,0- S.0" 16A"15.0" 7.S 11.0"14S" 7.5^ 10.0" OUTSIDE ANCHORS ONLY M 300 14,5' 7.5" IO.D"14.5" 7.5" 10.0"14.5" 7.5' 10.0" 1/4-MILLENWN MILLFAST 43 16.0,,16.0"11.0 13S'I6.0-16.0"113.0" 65" 9.5^ 16.0"13.0" 7.0" 4.0"1 6.5" 105'• n L WITH 1-3/4'EMBED(3275psi_53 16.0"16.0" 8.0" 11.D"i6.D"16_0" 9.0_ 5.0"1 7.5" 16.0"10.S S.S' 5_5^ 7.S' ANCHOR NOTES: ' MIN CONCRETE) 62 36.0'•11;5" 6.0" 9.0" 16.0"13.5'•I 7.0" 4.0" 6.5" 11.0"ID.S' S.S" S-S' 7_5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �r p® . �s 70 16,0" 9,5" 5.5" 8.0" 16.0"11.5" a.5" 10.5" S.S' S.5" 7.5' ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ^n Q, O m I00 10,S" S.5" S.S' 7.5"(to. SS" 5.5" 7.5" 10.5" 5.5" 5.5" 7.7' LIMITED TO THOSE SHOWN IN TABLE 1(PO 1). D,G? 0.M z 1/4'ALL-POINTS SOUD-SET 1-1/4'MIN EDGE DISTANCE Ci9 m a! m 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z H ANCHOR W/7A]'EMBED a17016.0" cz c3 CA CS CI Q tl u CS u ) cz C3 I C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -�T m 1/4-20 SS MACHINE SCREW 16,0" &5^,1D.5"16.0"16.0"112.0" S.S 1 7.5" 16.0'125" 6.5" 3.0"i SO" 10.0" EOUALTo NEGATIVE DESIGN LOAD ON SHATTER AND SELECT SPAN GREATER g O F (3000ps1 MIN CONC) 15,D" 6.5^18.0'• 16.0"16,0"I&5" 4,0''16.0 IS_5"10.0" S.O" 4.0" 7`0" THHAN OR EQUAL TO SHUTTER SPAN. E •� 11�p• S,o" 7,0" 16.0"12-5"I-6.5" 3.5"15.0" 10.0"iD.O" 5.0". 4.0" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 9,0" 4.5' 6.0" 360^10.5" 55' 30"140" 60" 10.0" 5.0" 4.0" 7.0"5.0" 4,0" 7.0" 30.0" 5.0" 4.0" 7.0" 30.0" 5.0" 4.0" 7.0'• A EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE g BLOC3L OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER _� v 1/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8-EMBED a CI C2 C3 I.C4 CS C1 1 C2 C3 C4 CS Cl Q C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1(4-20 SS MACHINE SCREW 43 16A"16.0"16.0^{I6.0"16.0"16.0"'16.0"11.5"16.0"I6.0"16.0"I7.0" 7.0" L1.0'•16.0'• CONNECTION TYPE � L (3000pst MIN COI 53 16.0"16.0"33.5"16.0"16.0"16.0"Ia.O" 8.5" 13.5't6.0"16.0" B.S' S.5"19.5'• I2.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE $ g` 62 16.0"16.0"L0.5"16.0'16.0"16.0"11.0" 7,0" SI.D"16.0"16.0"I BS' 120'• ONLY. •� 70 16,0"15.D" 9.0" 14.0"16.0"16.0")9.0" 6.D" 10,0"13.0"16,0" 0.5' S.5"19.5" 32.0^ 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 6 100 16,0" 6,5" 5.5^ 9.5" ]Z.0"16.0" 8.5" 5.5' 9.5" 12.0^16.0` B.S' S.S' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT g 1/4•DEWALTSS DR IN 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES, C W/1/4-2055 BOLT AND CI Q C3 C4 CS CI C2 C3 , C4 CS CI Q C3 I C4 CS $4 1'EMBED(3000psi MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0" 12.5"16.0"14.0" 7.5" S.0"{8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS ti A� 8 CONC) 53 16,0"16.0" 9.5",14.ft-ffil JI&M-1mv.0. .5i6_D"TITS" 6.0" 4.0"-7.0" 8.D'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQ?ATE WOOD FRAMING W$1W MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR 62 16_0"12.5" 7.5 32. 14. . . . 1L5'•31�4.0" 7.0" 8.0" SIDE CLOSURE PIECES. -' �7016.0"30.0" 6.5" 30. 32.0" 6.0" 4.0^I 7.5" 9.0" 1f.5" 6.0" 4.0" 7.0" 8.0" s�t�LL 1? � 100 11.5" 6,0" 4,D" 7.0" B.0" 3.5"I 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" a.O'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER u � 99@ SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4'(MIN.)WOOD STUD.3/4" G 3) 1/4.OEWALT SS DROP-IN 3-2/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SMALL ��!�E E�.� " W!1/4-20 55 BOLT AND Cl Q tl ! C4 CS Cl Q © C4 CS Cl I C2 tl C4 CS HAVE PH[LIIPS PAN MEAD OR HEX NERD. I"EMBED 3DOOPSI MIN 43 16.D"16.0'•15.0"116,D"16.0"I6,0"'14.S" 9.0"113.5"36.0"IS.D" 7.5" 5.0'•1 9.0^ 12.0" 1«-2 w CONC) ( 53 16.0"16.0^]0.5-.15.0"16.0"16.0"10.0^ 65" SO.S'16.0"12.0'• 6.0" 4.0'•17.S' 8.5" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS 1N BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER I 62 18.0^13.0" 8,0"I325'16.0^15.0" 0.0" 5.0" 9.0" 12.0•'12D•' 6.0^ 4.0.1 7.S' IL HEAD(SIDEWALK BOLT),U.O.N. I l x 70 16.0"10.5" 7,0" 11.0"16.0"12.5" 6.5" 4.S' .1" 9.5" 120" 6.0'• 4.0" 7.5". B.5" ic,wt �� I�Ile •� 100 72,0" 6.0" 4.0" 7.5' 8.5" 12.0" fi.0" 4.0" 7.W. 8.5" 12.0" 6.0" 4.0" 7.5" B.S' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 3�1 1 i�' ��`gN v_ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, Isi2 9 R%,$ � P12 SMS W/2'EYEWALL CI C2 C3 C4 CS Cl Q C3 C4 C5 C3 C2 C3 C4 CS • NUT OR WASHER WINGNUT. COFYR7DB41�fE@41DPf4S4 ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5'14.0"16:0"16.0"16.0" 7.S" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 33.5" 10, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 20-26160 (2000psi MIN CONC) 53 16.0"16.6" B.S• 1LD^16_0"16.0"111.5" 5.5" 8.0" 16.0"14.0" 7.0" 3-55.5 10.0" _ 62 Sb.o"ESA" 7.0",9S" 36.0"16.0' 9.0" 4.5" 6.5" 14.0"I4.D"7.0" 3.5`I S.S"10.0" 11. WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO scuE: DRILL INTO HOLLOW BLOCK NOR SHOULD INPACTDRILLS BE USED TO INSTALL PAGe osmmom 70 16.0"12.0" 6.0"1 8.0" 16.0"14.5" 7.5- 4.0"1 6.0" 10.5"14.0" 7.0'• 3.5"•S.S' 30.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5";5.5' 10.0"14.0'•1 7.0- 35"1 5.5" 10.0"14.0" 7.01' 3S' S.S'10.0" 12. ALL MILLENIUM MILLFAST CONCRETE SCREWS SHALL HAVE TBC ULTRACOTE 212 SMS W/2.75'EYEWALL 43 16.0"16A"16.0"11 6,0"16.0"16.0"iG0"10.0"14.0"16.0^16.0^11S' 6.0" 9S' 16.0" a� b ARMOR INSERT W/2,5- 53 16.0"16.0"12_O_'16_^_0"16_0^16.0"�15�.0" 7.5- I I.D"16^0^16.0" 9.0^ 5.0^ 9.0" 13`0" EMBED(2000psi MIN CONC) 62 16.0"16.O" 9.5" 33.5"16.0^16.0'•II 1.5" KEFf 9.5" 16.0"16.0" 9A" So-1 8.0" I3.0" r1 70 16.0" 16.0"16.0" 9.S' SS" 85" 14.0"16.0" 9.0" 5.0"I IL0" 13.0' \o 1 C 100 IQO- 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"I6.0" 2.3116-MIN EDGE DISTANCE CONN TYPE CONN TYPE M mom MR Ima mum Hill ®m�iREamE��l®m Q3mQ ���Q3�¢1�MEWEUM®E ©EL�1��➢mmm ¢s= mulomm ®� �QEiDmt;ii•F!©L7C�Qm©QEi10000i�©[31C�000®C•�[7i�© MIN CONC) iE1m�m��m®F����il��%/ ice®�ES�imfi£�m¢ tm[E3�mEL➢m ® d IL�➢���m��€d������//�€��QIEQ�F�iii�ilm�iE��iQ�Q�ilm���� rr.0 -- mF�{IQ�F3�E3�m�Q�////%�L���''//////.FE9iE���1�@DEL•�®�E�i��m���� MBED "NEW 100 m® QFal%////.% i,%////%/ %/////,'/%///i!,%�1�'y:%///9 91aWIN//X///////.���' �mm%/////[f�m�%%/////////%%/%//.�'/////%%////%/%%//////%///%E�1mQ[�Im��EESi�E%3i�%/////.%/////.'%////!°lam / /%/////',a r/////.mamma%%/%//.%///%%////.�Ll�%///%'////%///////m iiiiiiii �r�iiiiaiaiiii/ � [ANCHOR W/1-214-EMBED offil a I=/W//,/////1////OWN,��//////////////////,/! /////�//////i%/////�//%G�®/////%%//////,/////���////✓%iF/,K0*WEW//%/%/ �maQmdmc-�momoc.�mQr�r_�nm©mm�®om©mc�m - or Fqw"mm EL7Q�%/////////////%/////��%/////%////%i%/////®�%///%i%////%i%////�• '//////.IS�L•�E3�7 '/// tilQOt�QmQt70QmQ©C�/©[�TIL- ®d0®® RNA MEN ©t�QSJQQli37�i1Q 10001 IN Mrwwolll malma Arm CEO �OQO[3lC�l7mQm®0©©®o©©m LEI C� - c mom'////////%/////./////// ////////%////////////., ///..;%////'/////%%//// %/,%/////////imal //r///ammm%///g/r////.,%///i�FE� mmumm%%/%i%%/m/ru!%/r.%//%///��////%//%%///////////%//%®F3a7%///%�m�IFd�%////%///%�///////k� %///,%///////%OR//%/ 10 FRANK BENNARD0,PE ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PEi 0Da65f4 Ga9885 2'MIN EDGE DISTANCE _Spam Up Up To 6'-0" Spam Up To B'-3" Scans Up LOAD CONN TYPE CONN TYPE _a ANCHOR 1P� Ct C2 I C3 I C4 I C5 Cl I C2 C3 I C4 I CS Cl C2 C3 C4 CS - 032 SMS W/2'EYEWALL 43 16.0"16.0" 7.S' 9.0"_�160TIS_-51 B.5" 4.5"'6.5" 15.5' 85" 4.5" 4.0" 7.03Y ARMOR INSERT W/1-114' S3 16.0"10.5" 5.0 7.O" .0"11.0" 6,0"t 3.T' 5.0" 31.0" 7.0'• 3.T 3.S" 5.0••9 p EMBED 62 14.0" 75" 4.0" 6.0" .5" 9.0" 4.5" 9.0" 7.0" 7.0" 3S" 3.70 17.5" 6.0 3.5" 5.5" .5" 7S" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S' S.0" •, w'a'1 o a Fm y0 100 7.0 3.5^ 3.5" 5.0" ZO" 35" 3.5" 5.0" ZO" 3-V 3.S' ANCHOR SCHEDULE: WOOD (G=O.SS) I);OW x^L1> 3/4-MIN EDGE DISTANCE U Spans Up To 6'-W Spans Up To B•-3" Spans Up To 12'-0" :O c ca LOAD CONN TYPE CONN TYPE CONN TYPE 1„i;';is 2N O S'w s ANCHOR (psi) Cl I C2 I C3 C4 CS Cl I C2 I C3_I C4 I CS Cl I C2 C3 C4 CS 0 J^ w f'0i1 W 'S 114"LAG SCREW WITH 1-3/4 43 16.0"16,0'•I3,5'12.50"16_0"16.0" 7.5"19.0" 16,0"16.0"14.5" 4.S' 6`0" 16.0" 1 3 a�^l1 ,1 MIN THREAD PENETRATION 53 16.0"16.0" B.5" ad-Z.-.0"16.0"16.0" 6.0"1 7.0" 16.0•'16.0"11S" 4`0'• S.w 16.0" N ILI ra 62 16.0"16.0" 7.0" &5'• L6.0"16,0"1a,5" S.0" 6.0" 16.0•'16-O"11S' 4.0" 5.0" 16.0" 1`+ r ILQ 70 16.0"18.0" 6.0" 7.5" 16;0'•16.0"12,5" 4.0` 5.5" 16_0"16.0"i3.S' 4�0" 5.0" 16.0" j .. J 100 16.0"31.5' 4.0" 5,0" 16..,16.0"1I.5'• 4.0"1 5.0" 16.0"16.0"11.5•• 8 h 7/16"WOOD BUSHING WITH 43 16.0"16.0"1 8.0" 10.0'•16.0"15.5" 8.5" 4.5"•7.0" 15.5" 8.5" .45" 4.5" 7.0" 0 1.13•MIN EMBED B.1/4-20 53 36.0^IO_5" S.S" 8,0" 16.0"11.0" 6.0_ 3.5" 5.5' 11.0" 7.0�3.5" 4.0" ¢ 55 MACHINE SCREW 62 14.0" 0.0" 45' 6.5" 14.5" 9.0'_ 4.5" 3.05" 7.0 7.0 3.5 4.0_ 5�0" 1` S q ,La• 70_12.0" 6.0" 35" S.S' 12.5' 1,5 3S" 4_0" 5.5� 7.0" p 100 7.0" 3.5"Y 4.0" 5.0' 7.0" 3.5" 4.0^ 5.0" 7.0" 3.5" 4.0" 5.0" 3 a14 SMS OR a14 WOOD 43 16.0"I6,0"IZ.S'14S"16.0"16A'F6.0•' 8-W IMW 16.0 16.0•'11.5 5.0 7.0" 16.0" SCREW WITH 1-3/4-MIN 53 16.0" 11.5'16.0"16.0"15.0" 6.0" e.0'• 16.0"16.0" 9.S' 4.0" S.S' 33.0" �12.r r4 THREAD PENETRATION 62 16.0`16,0" 7.S' 9.5" 16.0"16.D"11.5.1 S.0"1 7.0•- 16.D" 5.5" 13.0" .� 70 16`0"NNW 6,5" 8.5" 16.0'•I6_D` 4.S' 6.0" 14.0"16.0" 9.5" 4.0" S.5" 13.0" E o 300 I6.0" 9.5" 4.0" 5S" 13.0"16.0" 9.5" 4.0" S.S 13.0"I6.o" 9.5" 4.0` 5.5" 13.0" •^rn 0 1�'1 I�lob� m� ANCHOR SCHEDULE: WOOD (G=0.42) Z� m _£ w 3/4-MIN EDGE DISTANCE l Y K w I'j SSans Up To 6 G" Soars Up To 8'-3" Spans Up To 12'-0'• ( 3 S LOAD CONN TYPE CONNTYPE .CONN TYPE ) _ ANCHOR 1vm Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 114'LAG SCREW WITH 1-3/4 43 16.0'16.0"I 9.0•' 10.0"16.0"16.0"16.0" S.5'1 7.0" 16.0"16.0" 9.5"1 3.5' 4S'• 15.01' '7 MIN THREAD PENETRATION 53 16.0"16_D"i_6s. 8.0- 16.0"16.0"12.5' 4.5"1 S.5' 16.0-1S.0` 7.5_ 3.0" 4.0" IIAV' d N 62 16.0"16.0"1 5.5" 6.51• 16,0"16.0" 9.5" 3.5" 5.0" 15.0'•ISO" 7.5" 3.01 4.0" 11.T* t q 70 I6.0"13.5" 4S• 6.0" 16_0"16.0" B.0" 3.0" 4.0" 11.5"1S.0" 7.5" 3.0" 4.0"TD'• a 100 I5.0` 7.5" 3.0" 4.0" 11.0"15.0' 7.5" 3.0" 4.0" 31.0"15.0" 7.S' 3.0" 4.0" 1I.0' 814 SMS OR Y34 WOOD 43 166..0"16.0" 8.5- 10.5"16.'&16.0"12-5" 5.5" 7.0" 16.0'13.0" 6.5" 3.5" 5.0" 10.5" a SCREW WITH 1-3/4`MIN 53 16.0"16.0" 65" 8A" 16.0"16.0" 8.S' 4.0"1 S.S" 76.a-IO.S' 5.5" 2.5" 40' 7S" g33 TM�D PENETRATION 62 16A"11.5" 5.0" 7.01' 36.0"13.0" 6.5" 35" 5.0" 10.5'10.S' S.S" 2.5" 4.0" 75" 70 16A" 9.5^ i.5" 6.0" 36.0"11.0" 4.0" 75" (9 1oD los- ss" zs^ a.o" 7s• 1os ss- zs'14.0" 7s las' s 2s^ a.o zs" ���Ia1S 'a� aie ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK awls f a1W a�1 ig}3D©° �i¢ii CIiS G a1 L y 4'MIN EDGE DISTANCE z Scans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" &I 4Cp ¢ LOAD CONN TYPE CONN TYPE CONN TYPE 1 =N 'ANCHOR 1PsR Cl C2 I C3 C4 CS Cl C2 C3 I C4 CS Cl C2 C3 C4 CS °p 5/1V MY TAPCON nwj 43 16.0"16.0'•I6.0"t6.0"16.0"16.0"I6.0"L5.0"176.0"16.0"16.0"15.0" 9.0" 2-1/4•MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0••12.0" 7.S' 12.0"16.;O' 1 1a Uk' I6.0"16.0"14.0"16,0"16.0"36.0"15.0" 9.0" 145r 16A"16.0"12.0" 7.5" 12.0"16.0" 5 70 16.0".16.0"11.5"16.0"16.0"ISO"12.5'• 8.0" 12.5"16.0"16.0"12.0" 75` 12.0"16w 100 16.0"12.0"I 7.S' 12.0"16.0"36.0^12.0" 7.5" 12.0•'16.0'16.0".12.0" 75" 12.0"16.0" � I 1 .4 a q 5/16'DEWALT ULTRACON 43 16.0"16�0"10.5"34`0"16.0"16.0"10.S' 6.5" 9.5" 16.0"11.0" S.S' 6.5 9.0 H am @ pj 0 W/2-1/4-MIN.EMBED 53 16.0"US" 75" 11_0"16.0"14.0" 7.5" 7.5" 13.5' 9.0'• 6.5" 62 16.0"19.0" 6.0"- 9.0" 16.0-11.0" S.5' 6.5" 9.0" 9.0-Fil 6.5" 20-26160 70_1S.0` 8.0" S.0" aa. 15.5' 9S� 5.5 7.0 9.0 6_5" Sam 's O 100 9,0" 65' pAGe DESAlmoN: O 0 2•MIN EDGE DISTANCE -_ ,pg Cl C2 C3 C4 CS CI C2 C3 i C4 C5 Cl C2C3 C4 CS Q, a12 SMS W/2'EYEWALL 43 16.0"16.0" 9.5" 11.5'16.0"16.0"14.0" 6.0" 8.0" 36.0• 34S" 7.5" 3.5" SS" IIs" ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5' 4.5'16.5' 36.0"13.5" 6.0" 3.0" 4.51• 8.51 n 62 1&0'13.0" 5.5" 7.5" 16.0"14.5" 7.5` 3.5" 5.5" 12.0"iL5'• 6.0" 3.0" ANCHOR NOIES:SEE SHEET CfLll' 70 16.0'10.5"1 5.0" 6.5^ 16.0"12.5" 6.5" 3.0" d.S' 9.0" 11.5•' 6.0" J.0" 4.5" B.S' 9 FOR ANCHOR NOTES. 100 1Is" 6.0" 3.0" 4.5" 8.5" I1.5" 6.0" 3.0'•14.5" 8.5" 11.5' 6.0" 3.0" 4.5` B.S' FRANK SEi4AN00.PE PEs 0046549 CA49US ACCORDION SHUTTER SYSTEM ,..•••-- ALTERNATE MOUNTING OPTION MAX j= 6 DESIGN SCHEDULES .I i SLAT OPTION 1 OPTION 2 N SPAN r' O. ~ 11 2x3x0.25 ANGLE 6063-T6 2 2x3x0.125 ANGLES 6063-T6 w (2)ANCHORS I ALLOWABIEDESIGN ALLOWABLE DESIGN _ A LL15fiP m y._ O PER SIDE,SEE O NOMINAL PRESSURE NOMINAL PRESSURE - LLN � DETAIL 3/12 WIDTH WIDTH ("_i'o : -'Ls e NOMINAL WIDTH I POSITIVE(-) NEGATIVE F POSITIVE F NEOATNE-T .L,`t.V:"Ll 2.6, PER SCHEDULE 42' 151 psf 200 psf 4S BO psi 173 pst I'+' qm 4: 820 1 TYPICAL ELEVATION OPTION 1 45" 131 psi 200 psf 45• 69 p6f 151 psf YY DLm N.T.S. EXTERIOR ELEV 4d' t 116 Psf 177 psf dT 61 psf 132 psf •:�r-f'cm0i W W i �f2— 12 51- I 102 psf 147 psf 57' 54 psf I- 117 psf n c ACCORDION SHUTTER SYSTEM 105 psf N W—ergg W 91 Psf 124 psf Sa PSI { t F m 82 psf 1G6 psf Sr 43 psf 94 'l/]UHI(/ o w 74 psf 91 PSI 60' 39 PSI BS psf 67 PSI 78 psf 6T 35 psf 77 psf 69' 61 Psf 63 pfMAX 56 psf 60 psf 6SLAT O C51 psf 52 psf 7S 27 psf 56 psfSPAN 46Psf 46 psf TS 49 psf (2)ANCHORS 41 psf 1 41 Psf 78' 23 PSf 44 PSI LL O PER SIDE,SEE O 8L' 37 psf 37 psf BP 21 DETAIL 4/12 NOTE:DESIGN PRESSURES SHOWN IN DESIGN SCHEDULE ARE FOR I NOMINAL WIDTH DETERMINING MAXIMUM ALLOWABLE HORIZONTAL SUPPORT ANGLE SPAN. PER SCHEDULE SHUTTER SPANS AND ALLOWABLE LOADS SHALL NOT EXCEED THOSE �l�pa mm PERMITTED IN DESIGN SCHEDULES. 2 TYPICAL ELEVATION OPTION 2 O1Z�: m12 12 N.T.S. EXTERIOR ELEV �J o SHUTTER SYSTEM SHUTTER SYSTEM I 3 a' as 2'x3-x0.12S-6063-T6 d 2'x3'x0.25°6063-T6, $ CONTINUOUS ANGLE>' CONTINUOUS ANGLE.'„ O SUPPORTING SHUTTER TRAIX;; SUPPORTING SHUTTER TRACK ": z 9 °LAG SCREW WITH 2'/:/ •i'.i Fog y°LAG SCREW WITH 2''; !ii eN e Vi THREAD PENETRATION','; THREAD PENETRATIONS%/;'%/;'. r. AND�'EDGE DISTANCE/ /r,/:• AND '.EOGE DISTANCE:�/r., a /•;/:�-,y TO G=0.42 MIN.WOOD,.!:,::;.;!'. ol`�-^.m x 5 TO G=0.42 MIN.WOOD, ;;,/,•- 8 CENTERED IN LEG OF r CENTERED IN LEG OF e?a @I Sys 2'x3'x0 25 ANGLE i 2SC3 x0 25 AN ai ?1�'{` al 'S. $m ialigm• Nil Ln /j"/, G=0.42 MIN.WODD�!% %;.; ANCNOR NOTE:}•MILLENIUM MILLFAST SCREWS W/ t;l G=D.42 MIN.WOOD*,,,,,.;; o�{u SZ •6c 3 fy HOST STRUCTURE'''/.'',': , HOST STRUCTURE.�t/i/����,' CEILING HEADER T&C ULTRA.0 MAY BE USED IN LIEU OF THE LAG CEILING HEADER /� aY ;'�% // SCREWS CALLED OUT ON THIS SHEEP U1LIZING THE g 1 SAME CRITERIA. 1/4-20 316 SS THRU-BOLT { i al as 1/4-20 316 SS THRU-BOLT SPACED / ! 12°O.G MAX OR*14 316 SMS OR r ,, SPACED 12'O.C.MAX OR C14 rii"'I I Igl n�� �!t 2 ' I316 SMS OR SOS R $ V4'LAG SCREW WITH 2'j/%''%/%i. SOS SPACED 6'O.C.MAX.FASTENER y LAG SCREW WITH 2°'•!,;�i��./!i O.C.MAX.FASTENER SHALL BE = P THREAD PENETRATION//,:%/.,;r SHALL BE LOCATED 1°FROM ENDS. THREAD PENETRATION,/ , / Y`al'A 1d pl R . FROM ENDS. [mlAxITFA®.�dCP#f✓ESS u AND V,'EDGE DISTANCE jj L TOD-=EDGE MINI TANCE '/ / 2'x3'x0.12S 6063-T6 20-26160 TO ENTER DMIN.IN LEG OF////////y 2•x3'x0.125'6063 T6 AW14INUM CENTERED IN LEG OF, CONi1N0005 ANGLE CENTERED IN LEG OF/ ////,,//. LONG 2'x3'x0.125' - ,2'LONG, ., SUPPORTING SHUTTER TRACK WAG.orscmxmom= ANGLE ONE PER END ..,,...... • ,�',�,•- - OF 2°x3'x0.25'ANGLE. B TYPICAL END ATTACHMENT TYPICAL END ATTACHMENT s OPTION 1 a OPTION 2 "� 12 N.T.S. VERT SECTION 12 N.T.S. VERT SECTION U