Loading...
HomeMy WebLinkAboutProduct Approval-Storm Shutters i , wa r �1. �w�y4'r l � t k � 2 K. ,: k _ ' ma ',a c lfarit e r *4_,J,, BCIS Home Log In 1 User Registration Hot Topics j Submit Surcharge i Stats&Facts i Publications • FinStaff j SCIS Site Map i Links ; Search'1 Flrrida r Product Approval s'4"t''USER:Public User • y r Product Approval Menu>Product or Application Search>Application List>Application Detail 'WY— . "r;4`a' FL# FL13757-R6 Application Type Revision • Code Version 2017 • Application Status Approved Comments Archived 0 Product Manufacturer Town and Country Industries, 1 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-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report . Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. F2 Validation Checklist-Hardcopy Received . Certificate of Independence FL13757 R5 COI Indepl.pdf FL13757R6COI Indep2.pdf I FL13757 R5 COT Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 1 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 FL13757 R6 Eouiv Equivl.odf FL13757 R6 Eouiv Eciuiv2.odf FL13757 R6 Eouiv Ecluiv3:pdf • Sections from the Code Product Approval Method • Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary 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 R6 II Own 1.ndf 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 FL13757 R6 AE Eval1.pdf span/pressure combinations and•additional limitations of Created by Independent Third Party:Yes use. 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 R6 II Dwn2.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 FL13757 R6 AE Eval2.pdf 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 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 R6 II Dw03.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757_R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party:Yes 'Back' Nett •Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 a-mall 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 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,FS.,please click Lem. Product Approval Accepts: own• e ® Credit Card Safe 1=MS II II ... ,. ,..:..:::::::‘,N.:s:PAETOE0-1c,p6547.1 ""j.--5:1 - • 6.8 STREAMLINE SHUTTER • . 0,011111/f, fRAPIKLBEIVIARD204 Ff.!;\ FOR USE WITHIN AND OUTSIDE THE HVHZ _........e..... ,,c• .. , .-......,„it . GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING . -*i CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE . * : *.F. ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE • UNLINITED WIDTH :....73,t 16 .,......,... (IRC).This SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN • AsTM 51996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 1...SECTION ,, -'41)0N,At,i nitro to2u:Oi:Ell 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE , DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE , tc.c.,'•49.T.9t,l,". i iV^,i. . REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 4 , FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ,,,, PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN y ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 (.9 g<il SAFETY FACTOR. Z E5 S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND I .19_ ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 111 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. A. duipli 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OP THESE PRODUCTS.WIND r. . LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 W . 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE .1%e a ,..9 a DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR • B 'WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 in SHALL BE USED. tz ri 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. . 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED 1N CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 0, E k5 • kilo,p I 10. g-Nli-np0RO THE iSibOcRAPN')rDs"4701-VAIIYI!ECTOOD BE APPLIED BY THE CONTRACTOR PROVIDED THE • . la N d L'-g I 0 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 % ta , 1 ' s ,- 'THE STRUCTURAL SUBSTRATES DETAILED HEREIN. , , - VI I ii. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL . IVA DOCUMENTS. • ..,..N , 3 .i 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTE,THE BUILDING HURRICANE PROTECTION 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 TRACK DEVIATION,.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE - 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM • - TYPICAL PLAN VIEWS _______)--BOTTOM ' 0 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION i FORT LAUDERDALE,FL MISSILE LEVEL 0-ASTM E1886,E1996&E330 C)SHUTTER ELEVATION TAS 201,202&203 A FLORIDA pRODUcT APPROVAL NUMBER TABLE 2: N.T.S. EXTERIOR ELEV A 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.5.1. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.3.1.,U.O.N.POP RIVETS SHALL BE 1/4"G OR 3/16"O 5052 ALUM.ALLOY. 1 15, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES gi111111 ; 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED PS FIELD CONDITIONS REQUIRE. • 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". 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. - 5 30'ABOVE >30ABOVE s 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ' GRADE GRADE GRADE GRADE 12 02g2 I i IsidEl III n 22. SHUTTER MAY BE INSTALLED WITH Up TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-6M" 2-3/8" 1.5/8' TABLE 1: 09" 3-1/2" 1-718" 3-5/8" 1-7/8" :LI 1 K ACCORDION SHUTTER TABLE 1 NOTES: 4-1/8" 2' 4-1/4" 2' 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-118" 25" 2' SHUT i ER SPAN SCHEDULE"ABOVE . 120' " a I 1 1 th II. . ARE - SPAN SCHEDULE ' • MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 1. HV11Z:DEFINED AS MIAMI-DADE COUNTY AND IIROWARD COUNTY FLORIDA. 1 AT EACH RESPECTIVE SHDI its SPAN, 2, NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI.DADE COUNTY AND BROWARD COUNTY er.emeR!MEL Mews*PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTERFLORIDA. 1 SI_L_ILETTM DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. rio SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 si_2611 PRESSURE PRESSURE BETWEEN THOSE INDICATED MOVE,THE DESIGN PRESSURES FOR THE NEXT HIGHER ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A MINIMUM SPAN OF AT LEAST 30" ECA&t, - I - mon Dacnipuon• (k BB tem SPAN SHALL BE USED. . 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE FIVHZ WITH SPANS LESS THAN 30"SHALL • 72' Or 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/6"WHEN>30' ABOVE GRADE. 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE '11 Z ' 120' 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 1 . 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE Wrni ASTM 144' E1996119. If. _ • • • ++ 1 -PROJECTION VARIES ��1,tCl L,.71 I77j wmo�ssiEep 'v. -{0.115.2.874' - T. 4.674'MAX. ‘.,.\NN / 7\ 3- -0.125" 0.062" -0.450' p O.OHO' C* PE0046" !•: �/�.F J ND _ 1.7os" 0.100• f 1.830" --•�-0.062" -17: ''48 :O- 1.700' 0.100' '� I _ 7{- r 0.195" 10.096' 0.195" T a -0�0" 0.063' .! __ L L 0.060" 0.070• 1 I O 1,• s ''♦' N T ] 1 H o.ofio 2.020 7A7r o t 0.125' 0.630" -� 0,062"., (� yy 1I I(�I�. 0.062' 1I -,' 0.630" ^ 1.993"� 1.908" �'COgIDAF wr4 0.63CP l � 0.630• 0.062' "1Sa Oil -'1• � / 1-m l •� -J / i,�D69"-I }0.971" �./�• L 0.143•- 0.]43' I , 7�jt/d�E- G`7' ( ��f'li � /•} 0.062' 'u200' 0.062' L I 0060' 0.067 .1':P70'-I ry I ll }t�I r1`Ilii IU � W Pn C • *1.069' 4-3.069• 0.200' \�_ Q• I I 0.630"iii. 0,06;' :1 I I I�O.Q 6 0Q rWU3 zut/ 5.745"MAX. J SUPPORT LEG OPTIONAL) }-1.069'-t 0.629" 1.1.069"-} �r0.062",I-0.200" W 449 E1§ -5.745"MAI(. ,T 8"I'I gL7 p 1 WALL l /BUILD OUT WALL O STREAMLINE CEILING TRACK (4�STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ' �t. ow4T� C SCALE:HALF-SIZE `� SCALE:HALF SIZE SCALE:HALF SIZE `�� SCALE:HALF SIZE • •SCALE:HALF SIZE SCALE:HALF SIZE III 0 p .• WHERE SHOWN,SCREW BOSSES ~ B FELT GROVES ARE OPTIONAL r{ ON ALL EXTRUSIONS •+0.874"I- 2.695' 0.8)5' I -2.195" I 0.510' -_i- th./-- en 0.060x.195^ l.z3o'- 'j- 1.229"- -'I 0.105' ', �:, w a tC •0 5' g 'S:. :7( 1:__r Irr) 1" ir:'1. ,I: �fl2655' �I Q.1 •r. .I �� I '®.I I �a I 11 i 1.069' • ;�_ In it / ; 0 g 1:0.105".. it m f .�' 2.362" ._J- 4.84' CZEMA1 1 I 831' I© rv II 7:FIAT N �J 0.105.1 ! -�-1 i .D69 �D.IDS• II " :� n D.D75' • n �7� 'I N 4.S1D' m N •+ „ I 1 I I D.D75• w .: f 4.510' I ', II 11 .. , ry _ } IU p E l tt -,L -_::_-_'_-'. .t II.._F.' - I 0.994 0.044' E 3 • 0.781'T I_ _._____7.-.:•.2-•=_._�. ._-tttt -.0.07.•• r- '1 NOTE:TESTED THICKNESS OF o M ---4.510' ` 3.506" -I BARE METAL W/O PAINT IS 0.039' ` m `� n SILL Og SILL ADAPTER O EXTENDED SILL g � `------'' SCALE.HALF SIZE tp EXTENDED SILL ADAPTOR i1 ADJUSTABLE SILL BOTTOM 13 6.5 STREAMLINE SLAT/BLADE SCALE:HALF SIZE SCALE:HALF SIZE SCALE•HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE R • d giiiiii 111 0.143' y O.OBO' D 477' 1.570' 0,510" 1; 2f1 a li a 0.143' I- D.590" 0.341"LX1.708" t 0.143" .. U•U96" I�I�I.�rY �O6 '- 0.070' 0.245" y 4- 4.753' 10.115" • TI1I 11}' 0.06D" T 6 6 _ 9 m I .•IF,(".10:080'-� 1 0.1.s0.090"Pi _ k`714.510• _ -0.096" e a 1 J 4-a.m. r] t•.--- 1�gi1 cti D.Deo �� � I ' 0.227' -� 0.682"- a +0.670" 0.060 0.080• I 1 i RIyiLRINMro1.L NOTE:THICKNESS OF BARE 2.822" -- I f 0.493" 11 --. 15-2339 1.625' + 0.420" sotto - 1- METAL W/0 PAINT IS 0.034" EM4PI 75 E 6.8 STREAMLINE STACK tg 17 RADIUS CEILING HEADER/SILL 6.8 STARTER 38 WALL SILL CLIP 78 WALL SILL W SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ' • 199 2 • FnANx L 6ENN/1AD0 P.E `1`1111111111/7 /PID0155.19 :7:.:•'"�'', 1.950" . K "lttia" -{}-0.175" 0.610" STAINLESS STEEL .280'1--� I' II NYLON WASHER OR • • C Zi _ _ 1.4 0' ALUMINUM LI •1 § 1 --0.357" �. , y- - ASSEMBLY p.50" n_ * NaP J -Oi 0.320"0 HOLE 1:1 �-�. Q III �11 0.276'--{ ='0 f EOOgtiS .73 -A10 x 2-3/4"410 HT S.S, I _ q 0= NYLON H O� a a I c1 INSERTS SCREW IN/TC ULTRACOTE (0.591" _1. * 9 - 0.680 WHEEL a ""O 0.120'o COATING Pn I ^_�,• �L o N 0,05 r0.120"c1 INTO m 0.062" ,4'4-1z4; .•G' ' 81 In •1.100"i }-0.240"1 1 I -r TRACK (TYP TOP&BOTTOM) n '(nJ1'•..( OF m I _ I NYLON BUSHING W/WASHER: L_' ;ice/ • IIOA cdi ...111--- -I 0.750" "" 3g TYP.AT EVERY OTHER • I 7/16'0 • x 1/2"RI INTERIORJOINT TOP 0.154'- 1-0.137• /'7//1/1//'11-O .G\ °N d 5' INSIDE JOINT AT TOP. 0.870" 7/16"0 x 1'RI INTERIORJOINT BOTTOM • EN 1N1L € CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EICIERIOR "I1111 I 1111 7q ° ''_es 11 3 19 ANGLE HOUSING-ZINCDICAST,POWDER COATED oil O ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT' (9 dam zh SCALE HALF SIZE 22 NOTE: MAY BE KEY OPERATED OUTSIDE SCALE•HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE t �j OR KEY/THUMB TURN OPERATED INSIDE. iN 9 m t N0.250" 23 BRASS PUSH LOCK i G.' `.� uol- SCALE:HALF SIZE �-• IAWAs J{� o N 1.970" 2.125'- /y b O -�R0155" 4.000• 0,236' ---1.742' 0.286" 1.603" 0.267 - -' ei R0.500' 0.500" --1.710" -1.224"- rvr T 0.790' 0.620.090" 0.319" �� 0.531' - 0.531" "1 m LI 0.064" c�•1 • 11 ,p.,1, =,0.2 _ '26` 11.1.60, on oi 2.250" I~I Tri 0.09, of m b 1 -*�O i� -;__,____I. __1- °' w .'" 1 0 0.67/J-7-11- .607" I h-.I 0.607' �. w 0.250' 1 i___„.'"1 � f� m ' ,� fA e e N .=d 0.118' J.t t-.0.224" 0 0.239'- (. n I, N n7 m R v I. F p, pp _ I o 000' 0.496" 0.240" :� -" .4 .y `�<°f T-2.000"--- ii-- Ic�2.J50"� 1.750" I l J--_' 1. o �a 1 L7 RAINGUARD 2S DECORATIVE FLOOR TRACK 3.476"- a ' 0.160• 0.222"-}1.- 0.02.4008'2' 2m SCALE.HALF SIZE SCALE HALF SIZE 1.001 0.062.0,062• �-0,176' 1 1 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER FF Z�, g SCALE:HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE C 1 -8-0.062• 5 5.500'x :IZSA I 1677/160STEELL- Tm .' ( \ v 1;coa 10.438" 2 i 0.108" - 5/16-18x1 MACHINESSCREW -1_ TYP. I 5/16°0 INTERNAL STAINLESS STEEL E k= ,��, "' 70.121• a } t-t 0.689" POWDER COATED,ZINC DIE-CAST THREADO I• a ,�� ih 4.500' I HEAD STYLE VARIES '111. 4__ 1.050' a SECTION A 3B 7-LOCK ADAPTER 37 T•-SCREW INSERT 0 THUMB SCREW • ; Ij�1 a1 qq7 agggI DELTA MODEL Zp'1 2 SCALE•FULL SIZE SCALE:FULL SIZE 11...-.,z0.254- O S® 1 la 2 d 6g g INDUSTRIAL SYSTEMS - (OPTIONAL) y � o � 10b � 1 �7 35 BOX LOCK SCALE:HALF SIZE i 1: .9 END STRIP 1" 1 i liii (9[ SCALE:HALF SIZE --2.000" 1 2" dC 3" EXT a -1- -7{-0.125' Fe 1.625"-}I (-1.500'-� 11.125-1 = SCALE: HALF SIZE q -I}-' 0.050' I -0.09�J ha g:1 e - I 0.125" i �@ ti tl'��8 T I -1 k t� g��ttt P 0.008.5-125:1 .085 b o _,-0.125• cU'ShOrt IKLBIEWWPE N g--0.093• I 15-2339 0.250'^ '-c 0.085" ri k em aencartloRl d L- - 7.000" • --1t_ 20 ALT. 1" END STRIP 0 1.5'x3"x0.093° ANGLE 0 2"x3"x0.125" ANGLE • 11 39 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE • • 011111111111•R,,,.• �11t,E�f1M, NNARDO,P_E., DIST. `r _. C1,►.-.. Ji ANY ANCHOR PER ANCHOR EDGE ' SCHEDULE @ 18"O.C. EXISTING DIST, : I,g!'kill•.\ GLAZING I , r 1 SEE END STRIP^F�' — I 1 SCHEDULE FORM: NO'E004. •• r• -_ WE ,y Iii SPAN WHEN U51{1G: X- A .ANGLE EMBED 20,40a,40b G R$04 _ 1 O. (INTERIOR) LEG D RECITUN I -- FE�X T_ 1/4• OOj 6.2 OR 2 'y.*1F �� 8RtI 1C 17 - MAK. WITH 21 ET 0 EMBED.I OS _.I O MIN.0.062"THICK 6063-TB ALUM. Ijd ilANGLE 1'x 1"MIN.TO 2"x 5"MAX. t=� 21EDGE �->� � _ IP (ANGLE LEG MAY BE REVERSED) ! _ (F(A))STEN ANGLE TO TRACK W/ / IlDIST. ANY ANCHOR PER ANCHOR �I C26RNER,TOPP 8:BOTTOM;AND�___ SCHEDUW @ 18'O.0 I ATTACH TO 6.8 STARTE0.W/ L m J �.:1. #12x 1/2"GALVANIZED OR Z p❑ �y ® 13) ;112 x 1/2'GALVANIZED OR S.S.EMS, S.S.SMS,3/16'6 ALUM.POP ((J ti J 11 3/16'6 ALUM.POP RIVET,OR 1/4-20 RIVET(,Oi 3/4-ZO MACHINE 4111 jI i 6.80"(TYP.)______I 3D USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18°O.C. ALTERNATE END STRIP DETAIL BOLT DL NUT @ 18"O.C. y .2 61" (EXTERIOR) 5/16-18JN UMB SCREW INTO THREADED WITH 6.8 S IAR I ER AND ANGLE tit- IA ul INSERT(37J AT 1/3 SPAN TO 2/3 SPAN • SCALE:3"=1'-0" ANY TRACK W/ w 1 ffSCREW BOSSES. 1.1 W❑ W FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE H TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PEP SPAN, E SCALE 3"=1'-0" 1"HEIGHT. 1'EYO(2.77 62 1108' N R yD 82 8 �� USE I11 BRASS PUSH LOCK - 112 8U" OR III 6/16-18 THUMB 132 78" ----- in - SCRE W 115- THREADED LOC7<ING DETAILS FOR 2'EID(3,7•) Elp95^ SEE END STRIP m INSERT 37 AT 1/3 SPAN • CENTER MATES 82 �' T SCHEDULE FOR MAX. gliaj TO 2/3_ AN FROM —. • SHOWN ON RANDOM . SPAN WHEN USING 1 BOTTOM OF SHUTTER 30 DETAILS 3'E0(4.7') 02 76" 1 20,40a,40b OR 40c, Et RECEIVING HOLE SHALL BE a, 3/B"MAX WIDTH.uP TO 13 82' 74 F — 1/4" OR 6:8 STARTER 1-HEIGHT, el ALT.1`BIO 82 110 , x61 Ij AX, WITH 21 OR 25. ca a 8 82 B5 u� 1� s (2.7`) 72 CD2 \ I Z �t •,.,,, CD ONSIIMaf"MalY-Mili /.�_ • 20 112 61' _�VD USE APPROPRIATE g 7 132 75" �- IA►� STARTERSTRIP70G1 I d.... 1.5'13' 45 93" ;'(�'1 't 207 PROWDE CLOSURE I g 1 I 10.083' 52 81" FOR ® 57 83"_ �) BUILDING CONDI RONS. 60 B1" ® 21 7� W. FASTEN STARTER S7 RIP o TO (INSIDE) 43 73" SCREWSCK AT CORNER,70P 10125" 62 128' ALTERNATE END STRIP DETAIL 3 BOTTOM wry • 67 23" ANY TRACK W/SCREW `�w� A 13NPw i _ RS �18" • SCALE.3"=1',0'• BOSSES. a m54 D 111' Fi 73 1U9" SILL FURGREATERSPANSORLOADSTHAN • 1 iii W SHOWN IN END STRIP SCHEDULE,END • Q L PHDISP N USING A1'X1N.RSO^CUPANGLE(n NID SPANUSINGAINANOIDRONTIE EXISTING GlA55ANCHORSCHEDULE 61142/4'TEEI v 13 SCREW CR 1/4.20 SALT TO END SOUP. li pSel vw1��+TyL.ER ,� o� USE III BRASO PUSH LOCK 02tt KTf `',[ USE 111 BRASS PUSH LOCK �n _ n-w INSIDE 89[ r OR(11 5/16-18 THUMB ( ) SID OR(11 5/16-18 Th1UM6 f� t3 dEia SCREW I O THREADED �I SCREW Iy�O THREADED 3) L� a•- INSERT 37 A7 t/3 SPAN SILL SL D S! � +� INSERT p77 AT 1J3 SPAN "-�-,. Yag TO 2/3 AN FROM 1 C@ TO 2/3 5 AN FROM E PPS a BOTTOM OF SHUTTER e BOTTOM OF SHUTTER '1 =•=' R-� (OUTSIDE) p RECEIVING HOLE SHALL RE „ ., R - 3/8"MAX WIDTH,UP T .h 1"HEIGHT. 23 �iYC_ - _ 1 TYPICAL OUTSIDE CORNER CLOSURE � �G� � � 1 �� ° ® DETAILS WO/CORNER POST �� 30 '411qPrIlly �� � 0R' IP NTS �` rr ® 'J, ®® @ WPUEORENARNAWWODPE ��® 31 w E�® (OUTSIDE) 15-2339 \--SILL MIP 1 USE III BOX LOCK AT 1/3 ►AGeOEWUPT10L11 SPAN TO 2/3 SPAN FROM rc8E,El - I- BOTTOM OF SHUTTER - ® TYPICAL INSIDE CORNER CLOSURE 6� ¶9 DETAILS WO/CORNER POST H%g MULTIPLE SHUTTER ASSEMBLY /� I" Nis Q1�i SCALE.3'.=t'-0" /f—�L] ED I u • • • • •• rn wx L L'EISWMOO,0.0.Sk ' CI CONNECTION TYPE I91F'P197ML/ 1'%ti.1I REFERENCE ANCHOR EXISTING HOST , % SCHEDULE FOR MAX. STRUCTURE �_\ �T.`.•1}. � _ SPACING . • 7' MAX. • ''• 'O8`4"-0+(.. 7, \ CI CONNECTION TYPO r I/4-20 MACHINE BOLT '" '-. \ REFERENCE ANCHOR,( . 1 r1)2• W/NUT(0 12"0 C OR = �;' No Ip4,•„ .ql� /.` \ SCHEDULE FOR MAXI"r • g} © /y II.SMS 0 6"0 C =* 1 / -- \ SPACING " .ri.t ALU/A. • y _ _� n - 2 FA TANGLEENER - 6063-T6 ALLOY oai 5 OR 6 OR Pelt 0� 'Po.-.. JOT _9.a� • /�SEE TARIFA FOR SIZE. ,61 j1"x 2"x 1/B" I `��III ALTERNATE 7HRU BOLT �' o //,, {j d• ` wa OR 6Zw /i! tIli' Cl t•f+' /// 00 ?Ir may:" OR 2"x 2"x VB" I/ Cl CONNECTION TYPE + n❑ tf-I= ALUM ANGLE r REFERENCE ANCHOR y MV.GLA55 of '� _ U,!�> c�n; �. ® I 1 SPACIN IE FOR MAX SER TAELEN 13 r f" Z I K G THREE 3/16"0 ALUM. lh'R 111 1" i., • SPACING PER TABLE2 Ir �a�w WU.I 22'�'m c POP RIVETS OR JI �m�� --,�[[�� I GLASS " 11 I:w Cm Will' Nqr THREE 1112 SMS,T YR. or ® / DP DOOR— I N °¢ 8 W •r' .-. 3/16•'9,ALUM POP I / \ Y. '^F- �I 17 RIVET OR 14125(15 + I q�\ `� Lf-w /, d�W ---'- (a 16^o.c.IT YP 1 ':I -..--__ I'/ Ff/, . r � o w W TABLE A ccc3T .` i rog2f' \ jja,,��s s DR UR z Illi ,o PR6AlRE VS ALLOWABLE LENGTH 'l '`• OI, - - R PSF 2ND B/0� 3NoY � MAY USE MALE DR ��_� LC„-''''' I=-' \ ✓= ri FEMALE LOCK-SLAT m o \ 61 pp^ IBB• 13 ALTERNATE THBU BOLT I I�Ii ' 1/4"MAX FROM PIN C5 CONNECTION TYPE CI CONNECTION TYPE IL•3 '• GUIDE TO BUSHIIJG d A - 114' 1T9' TYPICAL CORNER CLOSURE DETAILS REFERENCE AhIC HOR 'REFERENCE ANCHOR1,...4.__„i„ - WnSHER ITYP.I Nyy Al :it:: 17T NTS SC HE OULE FOR MAX -_ I. k ® SCHEDULE FOR MAX ��� 19 w � • 92 ]74' 165' SPACING i� 11x3!.."5M5 9"OC. K c 706 or 160' - • j/ ANGLE TO TUBE CONNECTION ai 1 1 I9, )B7•. )ir 1T r'x r x.1zs- y� TABLE BTagT EXISTING HOST 6063-T6 nLUM TUBE � 9r 131• STRUCTURE EMBED = 200 �. 114, PRESSURE VSALLOWABLELENGIH C5 CONNECTION TYPE �msi` PSF ivR`�ju 3VIl�THx1A EDGE DISTANCE REFSCHERENCEDULE ANCHOR '" 9 RN �I • MAX SPACING € G) 62 117' 166' C 0 FASTENER(ol 18"O C. t 333 ---iii lBr MT (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION �I • IN ANCHOR SCHEOULEI. SCALE•3"=1'-0-' a 92 9S 139' �/ / fy R B3 �o ` 5 . •2V 1 �/ 79' 109" \ \ / /7 w g - 100 61,, 91' L_1 + \ /,P / (( r w W r� 3/16 RIVET OR 7112 SI-1S IL II�j�090"6063-T6 I•N GLASS 13 r 0=W O ea 1B"D.C. OR 1/4-29 ALUM TUBE TYP O uu}} VI=- .fb 1. i. NU NUI &BOLT{TYP 1 ® a a —T— aTAT10N •O*9 a �C � 3/16"9,ALUM.POP ¢m' PER TABLE vri� 6ai RIVET OR It SMS Y° OR DOOR ¢ tx¢¢ ALUM. TUBE p; d GLASS X o Z ro g 6065-F6 ALLOY I• / Lm 1B"O.C.1 TY P,1 �, II • II �- — O r g q d PI SEE TAME B FOR SIZE. L 2•'x 5"x 1/B" L'"° r 0°i u R O¢ 2 FASTENERS a CONTINUOUS -.-- >j6� i� t• Z"• 093"6063_76 "11 EACH 4NGLE ALUMINUM ANGLE101 C �� THREE 3/1G"o ALUM OPTIONAL ANGLE ',INSIDE - 0 6 ��' ALUM.ANGLE.TYP -,- -i• I ORIENTATION TYP. Rq ��II o POP RIVETS OR 17 0 ®®�� •6 ;6 ' I _ �7 © 16 Fi 17 THREE 1412 SMS,TYP. -_ _ m ��` 11 � �' 1"x Z"x 1/0" —, I N— W � a ggF'� ® OR 2"n 2"x 1/B" 'AA 4 CONNECTON TYPE iMg gg9 • ALUM.ANGLE ` ` REFERENCE ANCHOR I14j� Rp E —USE MALE OR FEMALE SCHEDULE FOR MAX iNU��.. sa 1:r LOCK-SLAT _ .. - SPACINGT oTiR1S)RW4{LBIlRD PE '- ® T.',..) 'BLOCK OR WOODEXISTING FRAMING15-2339 B f OUTSIDE EE INSIDE SILL MOUNT SECTION .AAL O6fapI1=pq' 1612 x 1/2"GALVANIZED SCALE:3"= I'-0" OR 5 S SMS,3/16"�ALUM _ CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,DR'v4-20- SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3".1--0-- I ti S g • • • TEASE L.PBINARD 0 REN CS CONNECTION TYPE I'='••651911114 Et. ;• REFERENCE ANCHOR EXISTING 734: Zo-' SCHEDULE FOR MA% STRUCTURE .w-. a SPACING 5,.MAXGLASS w t GLASS mw CI CONNECTION TYPE 1/4-20 MACHINEB06•l� `OR UUOR u y OR DOOR--• wr REFERENCE ANCHOR �W/NUT[uY 12"O.0 OTi I-uY'r 77SCHEDULE FOR MAX. 19 � NoP6G74z" NIO- SPACING /2 tt14SMS@b"OC--} • ® .T,w4� MN ® 7 • �- 1/2` IT YP 701,'8.BOTTBPII 1�• l0 if_ MN V1 N N u1 GLASS N~Z u m • ie. v -"p O N• 1(6"-20 THRU BOLT W/ Ci.A55 X ,p EPARATITII m' Cl 4 1 7/2., �'F9 Z .1 e - LOCIC NUT 12"0 C OR •EPnRAT10 A E ¢ R14.x 1/2"SMS @ 12"0 C PER x Z•Z I- ,. - CI i.; @ PER E I-F I_ OR 3116"0 ALUM POP TADLE 7 '1 IJ eI'D'' m 5 OR 6 OR -a 'T1 •n• ' / •%.f.: 112 A I/2"SEIS @ 12'O.C.E.S. TABLE 2IIII w 7 RIVETS Cul G"O.0 OR 1/l."O '. n wo a !&ORJ_R � I I'W SOR 3/16"N ALUM.POP a �f6� 4T �• •'gp RIVE15 @ 6-0,C E,S. ' u L ALUM.POP RIVETS @ 12"0 C. ra J,�,jtt / 1 I,:IR I/4"m ALUM.POP RIVETS I- -_ m ©, AND 3Q ,]I FwQ 1 �V...r: @ 12"D.0 E.G.------ �,;�_'I'' ASSEMBLY 'III" 'I �' 1/6"MAX FROM PIN MN GLASS a.1 F F-] � _ c ISL I I/4"MA%.FROM PIN J GUIDE 70 BUSHING • r LL'7QQ i� SEPARA7IVJ Q W O9 ANO 10 1 GUIDE TO OUS KING `� I�_- -- L�I/Z"TYP. �- PER TABLE 2 I I ';`^z2.,- G IDI 1b G :. W WASHER(TYP IJ ASSEMBLY WASHER ITYP I Imo+ i 8ry H `_ 1 y1/2"TYP EXISTING CONCRETE, m I� �I GI ASS 1 Nr zwm �i'H lu" Imo!r w 3 CONNECTION TYPE OR DOOR L^.o in C w -' +' BLOCK OR WOOD FRAMING REFERENCE ANCHOR �jII( - • X Z O Z F- / Z gig mE m �II�!IIUI, '� EDGEDIET. ; U QLL• /� N zvrl E /. �� -•CA CONNECTION TYPE DIST. SCHEDULE TOR MAX `1 i E-+o a 'f�� p a f REFERENCE ANCHOR SPACING . I �N �w �� I / SCHEDULE FOR MAX. '�� Fi �� SPACING AS SHOWN w �� -C3 CONNECTION TYPE IN DIAGRAM ON PG 9 (7 I' ��I�O, n REFERENCE ANCHOR EXISTING CONCRETE, w a 5 •D-.6 OR SCHEDULE FOR MAX. LD n OLOCK OR WOOD FRAMING II /I ,`N SPACING ALT FASTENER I /2., _ - 1/4"MAX.FROM PITT ,y ., I \ -( 6E] LOCATION.FRONT AND . CI CONNECTION TYPE ,1 _ GUIDE TO BUSHING / • 1(6"MAX FROM BACK ANCHORS NOT RELIC] OB INSIDE MOUNT SECTION REFERENCE ANCHOR I_I,1/2•' "' WASHER(TYP.I t'..1 mg r,..._. PILI GUIDE TO WITH THIS LOCATION " SCHEDI.ILE FOR MAX / -iyI` Wd SPACING ff991 BUSHING WASHER / INSIDE MOUNT SECTION 0 r 5 CONNECTION TYPEF(�' A REFERENCE ANCHOR-�`7-,I ' ITYP.1SCALE:3"=1"-0"I1SCHEDULE FOR MAX f°a EXISTING CONCRETE,. / SPACING 5 ° m BLOCK OR WDOD FRAMINU EMBED •C R e il G �� Ca BUILD OUT MOUNT SECTION —m`p",, \ J Tr.(1-C.ROTI OMl EXISTING CONCRETE, SCALE•3"=1'-0" S 9 BLOCK.UR WOOD FRAMING ., r A . E o NOTE,FOR DETAILS A.B.0,AND E ON THIS SHEET /�F.G DIST EXISTING 3 § • THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION ON TYPE EMBED STRUCTURE yl REFERENL"E ANCHOR • WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS . CONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND ISA m f0(� SCHEDULE INGEDR MAX.11q X -1 REFEPENCE ANCHOR pp//11����11�� B MINIMUM OF 12"LONG,THE SILL OP,CEILING TRACK W ,� „ fnaQO; 'AlCHEDULE FOR MAX g •4 USED WITH THE BASE TRACK MUST BE CONTINUOUS '" ; SPACING OVER THE GAPS BETWEEN SECTIONS. r I1,<Q15 A-I, am®SII y rt . L w F ; i pp1/Z,. i " GLASS 1. r w oul w W OR DOOR• GLASS II I ® r x o^ S J I�' Jr- a w rg F w P12 x 1/2-$MS L61 12" EPARATID 1/ _ A 3 J w 1 1� a ���S w u O.0 OR 3/16"0 ALUM. PER II p N m 'F�I+�-I rN=o- Sr w 7 OPUP RIVETS @ 6"O.0 TAOLE 2 ,❑Z r GLA55'OR li I Ill• 137 N I"wddI�I' H VI OH 1/4"0 ALUM POP 1 q 4 DOOR MN.GLA -ZuPi>t U..tt�� �nzwW K RN Q (G =I x RIVETS @ 12"OC. • r Da Sv•RA I. I-om°7 }� MN GLA55 N r Z U m I N PER TABLE 2 W R Kc SEPMATION Z oZ F (^ ® ,I u _ gir 6 Z D N 1- PERTABLE 1 X J NO l�F I..;n y 7 AND B I L- 1/ 1/4-ZO 5.5 MACHINE a..,p❑ 114"MAX FROM PIN uii pI SCREW 8 NUT L ASSEMBLY 1/Y' I_ _@ IA 1/2- GUIDE TO BUSHING c fi!12"OC. .S `� 7TYP. WASHER IT YP.I Cl LAN. Y II- w ' m f I ''i7i `1 OR DDDR � - 1/4"MAX.Li FROM PI; m , �' +' ur 1/4"MAX.,FROH Plli_ d !i !' x GUIDE I u BUSHING W �I�� I1 lir i 14 4 CONNECTION TYPE o !�1 • Ii • !Z" GUIDE TO HUSKING N 1 z WASHER ITYP I ' EDGE ' REFERENCE ANCHOR OO WASHER ITYP I ]FE]R633��I § G 1 ©6 in EXISTING CONCRETE. �1 /% , SCHEDULE FOR MAX /I WAIL TE r BLOCK OR WOOD EXISTING CONCRETE, ^:Y+i� SPACING AS SHOWN 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCPIUR 15-2339 i1yy�( BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. num " x03"x 1/4"CONT I J•, 3 CONNECTION TYPE it1E2'0 O x 1/2"SMS @ 72'• SCHEDULE FOR MAX SPACING �/Io�nuwPnoHII r,• �' SPACING ALT.FASTENER 063"T6 ALUM.ANGLE REFERENCE ANCHOR 0 E OR 3/16"7 ALUM. LOCATION FRONT AND EXISTING CONCRETE, AY BE REVERSED MINCE,' SCHEDULE FOR MAX, POP RIVETS @ 6"O.C. BACK ANCHORS NOT RE0'U BLOCK OR WOOD FRAMING$SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION WALL MOUNT SECTION RIVETS(a)12"DC. 91 0O CEILING / INSIDE MOUNT SECTION WALL/ BUILD:3". 1'-0'• O WALL BUILD OUT SCALE.3"-. 1'-0" SCALE r p SCALE 1 3 1'-0" / • . • .1111 M1680/§5E�E9NII IDG,P.E MN GLASS ��1` - / I ••••• GLA 55 y SEPARATION � • 20 5' • Tgenns*..NO .OR DOOR— PER TABIE2 Y 1300 ��, •• IC�;.�el y$.wO , DOORS OR � (C • U •-(�;FAN, pE0pg65 e ' J j.4. GLASS OR M'N G1n55 * Pic,,,,. 1=1 W a u ODOR SEPARATION :13 '• ry- II M:n PER TABLE 2 u , . -�'•• S7 _ r��5 Q W MN GLASS W"' - , AT<- : • `O e I II-F e[PARATION W w F m • p- R� 1,• i • • 17 PER TABLE_2_, 4 tt K 0/I' .��I V U4II j,, j NN~ • F N S/ Alp• L^ LL r r:::;�- '= N ��o= i II-Z� 'low!'•; UV Z T ' J o o ® a wa^ ® x ON TYPE a w�� L�4 qgqa� /2 £ Jua REFERENCE ANCHOR T- JUZ "N9 1-13 MAX FROM PIN GUIDE 26 C4 4 a 4W O°.1 11 TU BUSHING WASHER(TYP 1 � \, w SCHEDULE FSPAC NG _ a N �J ';rill W� b r II� • (J�� TWO "0 W000 • Ir .250" ir �r' r---•; r - i ;-�- ` ydw I LAG SCREWS Lu"1 2G•• l•, CONNECTION TYPE ► 7E u .250" _ • tfii" W u �- A4- 0 C • MAx WITH 2" REFERENCE ANCHOR / _. I� y • THREADED PENETRATION' p JrISCHEDULE FOR MAX, W I �O "T"INTO CENTER OF 2X STUDS /� I SPACING /13."14,1.F L7 N c I EMB.''T' �14 SMS(d MIDSPAN BETWEEN / ;'DIS / - n STUDS FOR TRACK TO 1"x 4" / / EXISTING HOST STRUCTURE PLYWOOD A TUBE CONNECTION STUCCO FINISH 1"x t.-x.125" r- 6063-TE ALUM.TUBE tuts O DECORA LIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL igN. W THIS DETAIL T O BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3"=1'-0" �_1yy K� EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. • /�11 pQoQ 'L'ei Y K C WALL MOUNT SECTION THIS DETAIL MAY '°6' A150 BE USED x I �e7 SCALE:3"=1'-O" • AT TOP • • • • -01.r 7 E ACCORDION SHUTTER �'; 11 :W a PER PRODUCT APPROVAL X i I —GLASS f- b _ N MN.GLASS OR DOOR SEPARATION 13 D iA a I=A a PER TABLE2 w I EXISTING WOOD IG=0.421 L -6 H APPLICABLE AT TOP Z • Z TRUSS OR RAFTER • X a X a CO 24"MAX.O.C. 1-1/2'1-1/2" ` , A AND/OR BOTTOM 4 a01a s NI 22'OR 3" £ N £ In EXISTING FINI511� � . MATERIAL •J' " 5 6 ��I, �-TO" SHIN6AX. WA PIE!GUIDE I ALUM.ANGLE W0fiT1 REE i i i i m • --- 1/2•MIN.- `'I `�' TOBUSHIPGWASH�RITYP 6 I I w a 2.175' I I�� 1/4"TILE(TYP.) 1/4"0 WOOD LAG . II ,I W 3 a 111.g 2"x 3'%;e"x CONTINUOUS OR -T- - 3 t6 L.,,_..4 2'X2 %ye"xCONTINUOUS I .-.-L ' ..•�•1� •';;«C;CC;Ct„„._ FINISH MATERIALSCREWS WITH 2-3/4^ I L 8 I . 6061 T6 ALUMINUM ANGLE 1 ”" ..r I:::::::::::.:::.:.:C................ MINIMUM THREADED `I W�` i2d2tia .3/L"PLYWOOD EACH R."T"Ou WOOD �.Li 5 Q `-0.9'MIN.THICK 6061-T6 ALUM TRACK 11: 47—1/4"0 A525 GRADE THRU BOLT Col 7"O.C. EACH RAFTER OF TRUSS, I I^�� - {��df FASTENED TO ANGLE WITH 1/4-20 OR 5/16"IE A325 GRADE THRU BOLT US 12"D C. 24"O.C.MAX WHERE JP' ANGLE FASTENED TO nor �� MACHINE SCREWS AT 3°FROM ENDS 4 GAL V.OR S.S ANGLE EXTENDS BEYOND • EXISTING 3 RSI CONCRETE I AND 9'0.C,FOR THE BALANCE LAST TRUSS MORE THAN ' w E HOST STRUCTURE WITH �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEIJO ANGLE 70 Id G' s# HOST ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. w w IE B 3"FROM ENDS AND 4'O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LW 9"O.C.w/1-7/8" 1_w,- FOR BALANCE WITH 1.211": �' MIN.EMB. IN WOOD SG=0.4 2.TO 0.55. j 'w MIH EMBEDMENTAND 23¢" MAX.DESIGN LOAD AT 5'-D"MAX SPAN: EXISTING COIJCRE_1 E, :::m MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR a WP1mMNVYRLBWJWEE13 STAGGERED WITH 3'MIN. MMAX,DESIGN LOAD AT 6•-0•MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. x ~SPACING,TYP. _ a15-239it 52 P.S.F. BASEDR SCI1E0. ALUM ANGLE 16063-T6) I s.•",.. )- OTYPE OF BUILDOUT MOUNT STRUCTURE a 1uleBovcnmolu HD (MAX.DESIGN LOAD x 72 P S.F 1 - SCALE,NTS Hb PASS TH"RU DETAIL TRUSS MOUNT SECTION - - -99 - SCALE:3=1'-0" V2,1K SCALE•3..1.-0 J • R119F. • EXISTING HOSTALT.LEG DIRECTION LL• �tL'OU16149j� 7E.` STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN -_/%• •'• • EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ' `(,..;_. .••,�"./..- 12' /i 12'MIN FROM EDGE OF ACCORDION .ROUND WINDOW 1/2" l SPACING,AND 3'MINIMUM EDGE DISTANCE ‘...0.... . '� EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY a I AX/ \ • �6.1#09M1).0. `y��}y�,�,,y��l� •. TOP OR BOTTOM (2)6063-T6 ALUMINUM "'•1"'I-•�'� �killIgH[� ANGLES PER BEAM END,SIZE �'f F D•-� 1 y 1/Z" PER SPAN TUBE SCHEDULE _*; 6549 :TO^J Iii. EMBED. I _4- - .*. ... .: - SPAN TUBE PER _-O• 4 1 I DESIGN SCHEDULE N :�I ACCESS HOLE EDGE OF ACCORDION .10 J� 1/4-ZO MACHINE BOLT W/NIlF OT•.• E Tpl'i 1SHUTTER BLADES K I:ir- rrii " 12"O.0 OR M14 x 3/4'SMS 6"O.C. ��ss_ j,,,l. 3.5"MIN NMI : n IIIJ,_i J ig 1/2"MAX. _ µC1 ////r/1 j ""u 1 61 TYPICAL ��III EDGE `. Q� " l 1 ;S">U;V:.'1& & 2.875"0 HOLE(TO RECEIVE • ' •J_ D Q 8• q a iI gtrs ROUND WINDOW ASSEMBLY) DISTANCE �+ SEPARATION Illii 194 13 xz ry c-u N Lm MAXIMUM OF 3 WINDOWS GLASS OR PER TAB _ D C3 W ''9 PER EVERY OTHER BLADE DOOR- ] Zob I�„ Um _� �N /J ow 31 X 1 LIGHT-N-VIEW WINDOW =ma�'k DIEDGE STANCE '' 1/2""`` II Il "o ,o O N. En T.S. EXTERIOR ELEV =o 'f - ©O r hg l7 + `,tf I'1/C"HAN.FROH PIN GUIDE �O ,/, & [_JTL_oA I ��y.� -- 11/0i. 0 BUSHING WASHER ITP I_ ACCESS -� 114-20 MACHINE BOLT W/NUi 2 w 7 1/2. HOLE II 12'O.0 OR 014 x 3/4•SMS 6'O.C. w 2.875'0 HOLE 70 D. _ �J SPAN TUBE PER tw.2. I RECEIVE ROUND EMBED. 1�F- DESIGN SCHEDULE �'a '@S WINDOW ASSEMBLY ow I tE i S�1/2• (2]6063-T6 ALUMINUMM , ANGLES PER BEAM END,SIZEgal S _ EXISTING .' PER SPAN TUBE SCHEDULE .13ZS.1�t�l HOST ' 1/4"0 THRU BOLTS SEE BEAM '•� Zm b� STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -.o 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM iii F SPACING,AND 3'MINIMUM EDGE DISTANCE Vis,. '�y�;S aril 0.125"- - 0.125• '�SY'- 3 -�-0.032" 0.Q32" � I MAX.DESIGN LOAD=t 72 PSF I . I�-y/ --- - 0 SPAN TUBE SECTION gggggg�{{ 1 0.196'% W 8 N.T.S. VERT SECTION p � R /C/ \ L�a.�!1 A 4S", // \ \ SPAN TUBE SCHEDULE I \ J I ALLOWABLE TIRE NUMBER OF NUMBER OF MINIMUM ANGLE AHCHORB PER TUBE SHUTTER SPAM TNRU410LT9 ANGLE LENGTH tt ROUND _ _ _ ___ f s 4 SIZE SPAN b x I I U WINDOW TOP BOTTOM TOP BOTTOM TOP BTUBE TOP I TUB M e o rd a ASSEMBLY TUBE f TUBE TUBE TUBE TUBE TUBE TUBE TUBE l g N V g g � / r�•l W' •123.8•_-135.T`_�__Z__�___�.___.4' I 7- Yi / '. rant BB' 121.r I 156.9• 2 2 3 3 r ' r g a 2 N 21 1 \ .123 -39. 0l..0 2 2 2 --3=-- r I-r 60' 129_1" 167.0' 1 2 2 3 4' // /..-„...--------„:„..\\,-\ / 27iek 00 114.6• 124.1_ 2 2 3 - 3 T!1 r_ IoiE'- li e M1 \ // //� 0.126' 123" 130.0• 194.8' 2 2 4 3 10' I 10' 11 - }g1 - / ` 21.137( �' 130.0' 188.8' 2 2 3 3 T I_7" N 1-}0.188' ( I 0.129' 122.r 109.7" 2 2 3 0 7' 10" pill 02,875" 03.250" ii 123' 115.4' 137.5- 2 3 _ 4 3 10' 13' 8 fig•9 00" 168.1" 240.0' 2 2 3 4 _7• _10�_ Iq'a., 25A0'x -�, 14D^°' 219.9' 2 3 _ 4 _-� 10' 1B' _, �g® z•.��g 29 LIGHT-N-VIEW WINDOW `� 0tB75 123' 1322 203.1' -3 -4 " 6 7 13' �1B' WPIRCNIETVML 031 ¢ORE N.T.S. 'SABIC PLASTICS SLX1431T-UL-94H0 •�_ 1. USE SPAN 2.03'61/4"OP.2BE SCHEDULE NOTES: 5T I%4"ANGLES FOR 2"x5 &2"x6•BEAMS. 15-2339 O - 2. USE 2'85"x1/4"ANGLES FOP.2"x8"&2"x10 =min"BEAMS. B, _ I - V' - 3. USE&BOTTOM BEAMS MAY BE DET3AIL OR IN COMBINATION WITH OTHER E811..P1510 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 CD BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 19ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANSN•T.S. EXTERIOR ELEV ABOVE AFID BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-TO ALUMINUM. J ANCHOR SCHEDULE: CONCRETE IIIK.:1441,E.N.00, RE,is 013549 •.'.+1•``" 17 _ 2.5"MIN EDGE DISTANCE ___ _ ,GSpans Up To6,0" Spans Up To8,3" SpansNp To 12'-0" • LOAD CONN TYPE CONN TYPE CONN TYPE ` P ��SANCHOR (pal) _ ,' ,Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3. C4 CS ' kND PE004 :.�- 1/4"I W TAPCON OR ELCO _43_16.0"16.0"15.0"160"16.0"16.0"18,0" 9,0" 13,0'10.0"15.0" 9,5" 5,5" 8,5" 14.5" _*= _ULTRACON WITH 1-3/4" 53 16.0"16.0"10,5'14.5'16.0"160'12.0" 7.0"10.5"16.0"15.0" 7_5" 45" 7.5" 10_5" --O : * •70NEMBED(3192p9 MIN CONC) 62'160'''15.0" 0,5" 12.5"16_0"16.0" 9,5' 5,5" B.5'_15,0'15.0" 7,5" _4,5" 7,5" 10.5" - .. • Qi•+ _ 70 16_0"13_0" 7,0" 11,0"16.0"15,5" 0.0" 5.0" 7,5" 11.5"15.0" 7.5" 4,5" 7.5" 10.5" 7 /0 COMDINATIOIQ.0 '. S7z100 19.0" 7.5" 4.S" 7.5" 10.9"15.0' 7.5' 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 5 ITYPi COMBINATIOf) FATE Or1 1/4"MILLENIUH MILLFAST 43_16,0_'16.0 15,0'10.0"16.0"16,0"16,0" 9,0" 13.5.16,0"16.0" 8.5" 5,5' 9.0" 13.5" iI-%•,.OHIO?, y*'61 , ..' N ETI WITH NCR E) (3275ps1 53 16.0"16.0"13:P i5_0"16.0"16.0"11.0" 7.0" 10.5.16,0"13.5" 7,0" 4,5" 7,5•' 9.5" E�� ''/1,, NAL -1' _ E MIN CONCRETE) 60 16.0"12.0"7.0" 13.0"16.0"16.0" 0.5" 4.5" 9.0_' 13_5"13_5" 7.0_4_5" 7.5" 9.5" I 1111 t I I1 0 70 16.0"12.0'_7:0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13:5" 7.01,4,5" 7.5" 9.5" ul U3 goC 5 ggl a 100. 1J.8" 7.0' 4.5" 7.S' 9.5" 13.5" 7.0" 4:5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" "7 Q ���� 43 16.0"160"18.0"160"16.0"16.0"16.0"13.5'160"16.0"16.0"12,5" 60" 13_o"16_0" Z ,'Sy 1/4'ELCO CRETEFLEX SS4 1 5 ITYP.I 205(TYP) N _ W/2'EMBED(3350ps1 MLN 53 16.0"16.0"16.0"10.5"16.0"16,0"16,0"10.0"15.5"16. 16.0"30.0" 6,5" 11.0"14.0" w CONC) 62_16.0"16.0"12.5'16,0"160"16_0"12.5" 0.0" 13,0"16.0"16.0"10,0" 65"..1.1.E 14.0" 10"i W g fl=mmGLTa 70 16_0"16_0"10_5'16.0_'16,0"16_0"10,5_' 7.0" 11.5'15_0"16_0"10.0"6.5" 11,0"14,0" lir..._ N g e z 5 100 16.0'10.0" G.5" 11,0"14.0"16.0"10.0" 6,5" 11.0"14.0"16.0"10,0" 6.5" 11.0"14.0" I C W fiT _ - _I'MIN EDGE DISTANCE _______ NOTE "I"INDICATES ANCHOR SCHEDULE SPACING /1/7 .840 N ci -C2 `Gi C9 Cl Cl Cl C3 C4 CS Cl Cl C3 Cl cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0.' 7.5" 0.0" 16,0"16.0"16.0" 0.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" - G (� ULTPACON WITH 1-3/4" 53-15.0"16.0" 5.5" 6.5" 16.0"16.0"12.0"'�/ 4.5" 18.0"14.5".7.5"l f- 10,0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE 4q' VI ANCHORS ONLY n EMBED(3192pf7 MIN CONC) 62 16.0"15.5" 9.5" 5.5" 16.0"16.0" 9.0" 4.0" 11-0_5"14,5" 7.5" �� _10_13'• - C4 CONNECTION TYPE USING PIECE. ©WITH A -_70 16,0"12.5" 4,0" 5,0" 16.0"15,0" 7.5 f' 1L0"14.5" 7.5" /✓j 10_0" OUTSIDE ANCHORS ONLY FNJI _ _ _ 106.14,5" 7,5"f�2�%/�10.0"14,5" 7,5" ///;„,,//10,0"14,5" 7,5'j� _ U/:10.0° s 5/4"MILLENIUH MILLFAST _43 16.0"160"11 0 13.5"16.0"16,0"13_0" 6.5"...9.5"..16.0"13.0" 7,0" 4.0" 6.5" 10.5" vl I WITH 1-3/4'SHOED(3275ps1 53 16.0'_16,0" 8.0" 11,0"16.0"16,0" 9.0" 5_0"". 7_5" 16.0"10.5" 5 5 r 5.5"-7,5" ANCHOR NOTES: W' MIN CONCRETE) 62 160"11,6" 60" 9.0" 16.0"13.0" 7,0" 4,0" 6,5" 11,0"10.5" 5.5" 0,5" 7,5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �1•f�I-a $ 70 16.0" 9.5" 5.5" 8.0" 16.0"I1.S' 5.5"J/,S.S' 8.5" 10.5" 5.5" 5.5"7.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE " "- i�g 100 10.5" 5.5"f//////SP 7.4" 10.5" 5.5"%%///,5.5" 7.5" 10.5" 5.5'%f 5.5" 7.5" L]MITED TO THOSE SHOWN IN TAME 1(Pg 1). �1��ittt 5E-i/4"MIN EDGE DISTANCE Z� d 1/4"ALL-POINTS SOUD-SET Cl ClC3 [4 ----CI ClC3 Cl CS Cl cz C3 C4 cs 2. ce ENTER ANCHOR SCHEDULE BASED ON THE IXIS77NG STRUCTURE MATERIAL, _m< u ANCHOR W/7/8"EMBED& ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR C5- I/4-20 SS MACHINE SCREW 43 16.0"16,0i1 8.5" 10.5"16,0"16_0"12.0_ 5.5" 7.5_' 16.0"12,5' 6.5" 3.0" 5.0'• 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53 16.0"15.0_6,5" 6,1' 16,0"16,0' 8.5" 9,00"" 5.0" 15,5'_10,0" 5.0" 9,0" 7.0" I MAN OR EQUALTO SHUTTER SPAN. • E +fit 16.0"11.0•' 5.U"7.a" 16.13"12.5"6.5' 3.55 5.00 memo. 5.0"G 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. '. o •� 70 36.0" 9.13" 4.5" 6.0' 16.0"10.5" 5.5" 3.0" 4,13" 8.0" 10.0" 5.0" 4.0" 7.13" E 3 100 10.0" 5,0"'AM. 4.0" 7.0" 10,0" 5,0";J/,, 4.0" 7,0" 10.0" 9.0" /4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o 5 /17 ANCHOR WI 7/8"EMBED A _ 3'MIN EDGE DISTANCE BLOCK OR.WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 4, g E 1/4'ALL-POINTS SOLID-SET -.-- - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CI C2 C3 C4 CS Cl Cl C3 CM1 Cs Cl C2 C3 U CS CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 55 MACHINE SCREW 43 16,0"16,0"16.0"16,0"16.0"16,0"1660"11.5"16.0"16.0"160"11.0" 7_0" 11.0"16.0" CONNECTION TYPE. ///111IIIyyy,,, fi.0 (3000pal MIN CONC) 53 16.0"16.6"13,5"16,0"16.0"16.0"14,0" 6,5;13,5'16 ;0"16.0' 8,5" 65' 9.5"12.0" 5, ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE .§ 62 1 "16.0"10.5'16.0"16,13"16.0"11.0" 7.0" 11.0"16.0"16,0" 8.5" 5.5" 9.5" 12.0" ONLY. Fi 14.0 70 16.0"15.0" 9,0" 14,0"16.0"16.0 9,0" 6,0" 10.0'13,0"16.0" 8.5" 5.5" 9,5" 12.0" 100 16,0" 0.5" 5,5" 9.5" 12,0"16.0" 8.5' 5,5" 9,5" 12,0"16,0" 8,5" 5,5" 9,9" 12.13" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT v. 2-5/8'MIN EDGE DISTANCE - _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/1/4.20 S 55 LTDAP-IN CA C5 CI C2 C3 C4 CS CI C2 FINISHES. 1''/EH ED(30110p5T ND --Sr"43 16.0'_16.0"1Ci Cz 40"16.0"16,01 16.0"14.0" 0" 12.5"16.0"14.0" 7.5'" 5.0" 0.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a r@ie'^@1r CONC) 16,0•'16,0" 9.5";14.0"16.0'_16.0" Sr6,0" 10,0"16.0"1L5•fi_0" 4,0' 7,0" 60" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING a T S �■� MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 1 62 16.0"12.5" 7.5' 32.0"16.0' 14.5' 7.5" 5.0" 8.5" 31.5"11,5" 6.0 4,0 7.0" 8.0" SIDE CLOSURE PIECES. eI,1 p#6a .G.= 70 16.0"15 10.0" 6.5" 10.5"16:1371-273" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" • S<¢U 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5"- 60" EDGE4.0" 7,0" 8.0" 11.5" 6.0" 4.0" 7,0" 8.0' 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/Z'MIN DISTANCE SHALL IS LOCATED IN CENTER OF NOMINAL 2"z 4"(MIN,)WOOD STUD,3/4" e t/4"POWERS SS DROP-IN - -__ _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHA l i t FiFiFi] e W/1/4-20 55 80LT AND Cl C2 C3 C4 CS Cl Cl C3 C4 C5 Cl C2 C3 64 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD, g 1"EMBED(3000psi MIN 43 16.0"16,0"15.0"16.0_"16.0"16.0"14.5" 9_0" 13,5' 16.0"15.0" 7,5" 5.0_9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN tl CONC) 53 16:13"16.0"10.5"15.0"16,0"16.0"10,0" 6.5" 10.5"16.0"12.0"_6.0" 9.0" 7,5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER p 'IIpp�,�-�-�� 62.10.0"13.0" 8.0" 12.5"16,6"15.0" 8.0" 5.0" 9.0"12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. p¢qq¢�� 44 •L. ,""e 70 16.0"10.5",7,0_1_1,0"160"12,5" 6,5•' 4,5" 8,13" 9,5" 12,0" 6,0" 4,0" 7,5' 8.S' IY$t6-•�� 100 12A" 6.0"l 4,0" ,5" 8.5" 12,0" 6,0' 4.0'' 7,5" 8.5" 12,0" 6,0" 4,0" 7.5" 8,5" . DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. @�I ___ - _ 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, g Rel��s 412 SMS W/2"EYEWALL Cl C2l{ C3 C4 CS Cl C2 C3 C4 CE Cl C2 Cl C4 CS NUT OR WASHER WINGNUT. WPYREIMP MLll3•tYlDOPE. • ARMOR INSERT W/2"EMBED 43 16,0"116,0`11L5"14,0"16_0"16.1I'16.0" 7,5" 10_0"16.0"16.0. 9,0" 4,5" 6.5" 13,5' IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15_2339 (20000 MIN CONC) -53 16.0"16.0" 8,5"_11.0"16.0"16.0"11.5" 5.5" 8.0" 16,0"14.0" 7,0" 3.S' 5,5" 10.0" k 62 16,0"15,0'1 7-D" 9,5" 160"16.0" 9,0" 4,5" 6,5" 14,0"14,0" 7-0" 3,5" 5.5" 111.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO scams - I - G DRILL INTO HOLLOW BLOCK NOR BLOCK LD IMPACT DRILLS BE USED TO INSTALL FAIs oesglll 1I t �,� 70 16.0"12,0" 6_O" B.0"16.0"14,5" 7.5" 4.0" 6.0" 10.5"14,0" 7.0" 3.5" 5.5'' 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _-_ p 100 14.13" 7.0_' 3_5" 5.5" 10_.0"14A" 7.0" 3.5" 6S' ____14,0" 7.0" 3.5" 5.5" 10.0" • g 312 SMS W/2.75"EYEWAIL 43 16.0"16.0"16.0"16.0"16,0"16.0"16:0"10.0"14.0"16.0"' 16,0"11,5' 6,0" 9,5" 16.0" w a ARMOR INSERT W/25' 53_16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7,5" 11.0"16.0"26,0" 9.0" 5,0" 8,0" 13.0" 11 EMBED(2000 CONC) 62 160"16.09.5" 13,5"16.0'16.0"ILS' 6.5" 9.5" 16.0"16.13" 9.13" 5,0" 60" 13.0" �1 70 16,0"l60. 8.0 11,5 16,0"16,0" 9,5 5,5 B.5. 14,0"16.00•' 9.13" 5,0" 8.0" 13.0' \6!I 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 37.0" / "WM L 6ENNAg''' P.5.. ANCHOR SCHEDULE: CONCRETE (CONT.) ‘`,11V,1©1 NtPE0P16-.. ;:.-,,, 2-3/16'MIN EDGE DISTANCE 3-1/0"MIN EDGE DISTANCE `•� c•• V 'S.' , /E:[D9/,.e • ('j 5 ans U To 6'•0" 5pan5 UD To 8'-3" Svens Uv To 12'-0" Spans Up To 6'-0" Spens Up To 0'-3" Spana Up To 12'-0" NOP / rr CONN TYPE Conn TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ANCHOR (P5f) CL Cl C3 1 C4 C5 Cl Cl 13_ C4 I C5 Cl Cl 2 C3 C4 CS Cl C2 _C3 C4 r C5 Cl Cl C3_ C4 C5 CI I Co Cl C4 C5 *; 549 _ E0046 .-.•Q " O W 5/16"11W TAPCON XL WITH 43_16.0_16.0_16.0_16.0"16_U"16.0"16.0"12.0"16.0"16.0_16.0"L1.0" 7_0" 12.0"18.0"100_1G.0"16,0"160"160"16.0.:10.0"12_5"16.0"16.0"16.0"131.5" 7.5" 12.0"16.0" = p 4N 1-3/4"EMBED(2699p11 MIN _53 160"I.6:1T'14.0"16.0'16_0_16_0"14.5"_9.0•' 14_0"16.0"16.0" 9A_ 6.0" 10.0"12_5"16.0"16.0•'14.5"160"16_0"10.0"15.0" 9.0" 14_5"16:0"16.0" 9.5" 6.0" 10.5"13.0" ( .i SC;'. STATE OF PI S CONC) 62 16.0"16.0' 11.5"�lfi 0'16.0"16.0"11.5" 7.5" 12.0"16 O 16.0" 9.0 6.0" 10.0"12.5_'16_0"16.0"11_5"16.0"16_0'16.0"13.5" 7.5' 12.0"16:0' 16.0" 9.5" 6_0" 10.5"13.0" e p IIT. 70_16.0"15.5"9.5" 15.0"16.0"16_0"9.5" 6_0" L0.5•'13.5 16.0" 9.0 6A•' 10.0"12.5"16.0"16.0 10.0"15.0"10.0'16.0 10.0" 6.5• 10.5"14.0"1B J0" 9.5" 60" 10.5"13.0" ,(CS'..P.O.n1OP",.=G�C�• (n 4 1 u 433.016.0"16 0"16 0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0•'16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0";13.0" 9.0" 15.0"16.0" ///S/QN.4111%" N II w 1 �c� E ,5/16*ELCO D(35005 WITH- - I I z W V L 15 5 Iu 1-3/4'EMBED(3500ps1 MW 53 16.0"16.0"16.0"16.0"16.0"16_0"15.5"100"16.0"16.0"160" 9.5" 6.5" 11.5"13.5"16.0"L6_0"16.0"16.0"16.0"16.0"16.0"iL.O^16.0"16.0"16.0"10.5 7.5" 12.5"15.0" �' r] L j{� 6 CONC) 62 16.0"1.16.0"12.5"16.0"1_6.0"16.0"12.0" 0.0" 14.0"16.0'10.0" 9.5" 6.5" 11_5'13.5'16.0"16.0"14.0"16.0_16.0"16.0"13.5" 9.0" 15.0"16.0"16.0"110.5" 7.5'• 10.5"15.0" U1 �Q [P o _.�_ __ _._ _-._- 5 -__. _-_ p Z .. 70 16.0"16_0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5'16.0"_9.5" 6.5" 11.5"13.5'16.0"16.0"11.5"16.0"16.0'16.0"-11.0" 7.5" 13.0"16.0"16.0.j 10.P 7.5" 12.5"15.0" W p L o IA� y -___ _- - _ ____ __ -., 1 o Jqi 6 U 100 16.0" 9.5' 6.5"_11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5'16.0" 9.5" 6.5" 11.5"13.5"16.0°110.5" 7.5^ 12.5"15.0"16.0"110.5" 7.5" 12.5"15.0'16.0""105" 7.5" 12.5"15.0" ry 11/4'3D4 SS POWERS TAPPER T L_1/2"MIN EDGE DISTANCE __ __ _ _ 3'MIN EDGE DISTANCE __ o'i w gpvv = 1/4.3D4 EMBED(3000ps1 CS C2 C3 I Ei C5 CI J C2 C3 CO C5 Cl CO Cl C4 CS C'1 12-1-C3 I C4 CO Cl Cl C3 CI I C2 C3 CI C5 � '' 1 9 MIN CONC) 43_16.0"14.5"_6.1" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5' 7.0" 3.5"' 4.0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0 8.0"ICBM 14.5' 7.5" 4.5" 8.0" 11.5" f!/ 53 14.0" 0.5• 4.5" 6.5'• 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0•' 3.0"//// 3.0" 4.0" 16.0"16.0" 9.5" 13.5"[36.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.0•' 4.0'T 6.5"18.5 !� N W W E 62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 3.5"7 4.0" 6.0" 6.0" 3.D" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0•'14.5" 7 0.0" 12.0"12.0" 6.0" 4.M' 6.5" 8.5" I• 70 9.5" 5 0 3.0" 5.0'_10_0" 6.0'_ 3.0"- //3.5" 4_5" 60" 3.0"',fr.,3.0" 4_0' 16.0_10_5" 6.5" 10.0"16.0"12.5" 6.5_ 4.00 7.0" 9.D" 12.D" 6.0" 4.0" 6.5" B.5" 100-6.0" 3.-1177J/ 11-r 4.0" 6.0" 3.0" /3.0"4.0" 6.0" 3.0" 3.0•' 4.0" 12_0" 6.0" 4.0" 6.5" 85" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK a __ 1'MIN EDGE DLSTANCE 2-1/2"MIS EDGE DISTANCE .1 Q S spans Up To 6,0" Spans Up To 13,3" spans Uo Ta 12'-0" Spans Up To 6'-0" $pans Up To 8,3" ,Spans Up TP 12'-0"LOAD CONN TYPE CONN TYPE CONS TYPE CONN TYPE CONN TYPE CONN TYPEANCHOR (P1° CS C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 ' CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C50O3S" 8.6" 6.0•' 3.5"/ / /6.0" 3.5"/// // / 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 0.5" 4.5"/ i /3.0" 4.0" iiilli. g 2 O P 1/4'IT1Y TAPCON WITH 43 8.5" 7.0" / 'O o! - 1-1/4'EMBED 53 7.0•' 4.0"%/.. /i 7.0" 4.5" ////i/.,////.r�/�%��/�//�//rir/.�//�/.f7...."' .9.5" 6 0" 3.5" 5.0' 9.5" 6.0" .1 3.5" 60 4.0" /////J7//�/ z. tl 62 5.5" 3.0" //�,,,,' 6.0" 3.5" // //%//. /�/�// /�/////7��/ /8.0" 4.0"V 4 4_5" 0.0' 5.0"rAr/3.0" 4.0" 4.0"'////.// t < • W 70 4.5".��" %7/,5�0" 3.0"l//4"��// /�� / !/ / 6.5" 3.5".//3.5" 6.5" 4.0"r r // 3.0" 4.4.0".2,7/ a 3 --100,%/i///r/�:(1,,�/i r /%"/j/ /A// ,% ./4.0 ll j////yl//G 40,,,45 ..✓i✓'///�i .D^ //i%// x q0 i74'ELCO ULTRACAN WITH 43 13.0"10.5"/ 6.5" 13.0" e.0" /j/, j/ 13.0 10.5 4.5 0 13.0" 9.o" 3.0" 4.0" 9.0" 5.0" /' ///4 0 0 /. �� /y%///%/�/P//%/%/.1///.l6s^6s^ 3s^-s.o" Los^ 6s' y /%//��a" 1-1/4'EMBED 53 10.5' 6.5"j//////10.5"-6.5"///�/ ////�//, / //j 3.5" 6.5" 4.0"� I 62 6.5"%////"/////%%///'0.0" //.4%..V %7////'/////A�%p// %/ %/i%////% e.s•• 4.5"%/////.4.0" 9.0" 5.0'%/////.''///%/%///// '�///%////G,%////%3.0" 0 S 70 7.0"/�///%/�/%y//,7:5"�////%/%%///%///Y////y////., ////%///////// 7.0" 3.5°j 3.5" 7.5" 4_5"%/Af//%/ 3.0" 4.0"% ///////3.0" g m Calm. 100 ''./".%i%// //'/isW////� / %%,%//%%//%//�/%%//i�.%/%%%// 4.0"%//A r/ 3.0" 4.0"j%.r/3.5" 4.0"j j/l////4 3.0" .12 4y 1/4"MIUMNIUM MILLFAST 43 12.5"10.5" 4.0" 5.0" 1.2.5" 9.0" . r ,47//9.0" 5_0":/ /•///4.0" 13.5"11.5' 5.5" 7.5" 13.5'10.0" % 5.0" 10.0" 5.5^'////% //%//f,4.5" Imu ANCHOR W/1-1/4"EMBED 53 10.0" 6.0"% /4.0. 10.0" 6.5" /%/ 6.0" 4.0"j �%�j 11.0" 6.55° 4.0' 5_5" 11.0" 7.00' %•4.0" 7.0" 45" / ../," ///j/ 4 M 62 00 4.5•'/// 8.5" 5A"'/Art, 4.0' 40''// , //9.0" 5.0' �/�5-0.. 9_5..'S_5.. i// -//////4.5.. '45../"„/ / n g 7/ e.r' ///%%/�i%m//i�/7A' '' /A'' 1;a.0"////�.Li//�/f��/ 7s" 4.0"'/d/f/�4.a' s.D" 4s^'///%/%//22/�/////// 4s" %/f//////// 100 4.6"%//'////%%/// / %%///%/%/n%A���///%/�//iY///3/ // .7�/////% % F////.y/////,�//%// % %%///I.Y.Y//%f//// d 8 1-1/• MIN ED E D i NCE 2'MIN EDGE DISTANCE ANCALL-POINTSOEMBED8"SMCl. C2 CO C4 CS Ci Cl C3 C4 15 CO Cl Cl Cl C3 CI CS Cl C2 C3 C4 C5 Cl C2 C3 C4. C5 _ ANCHOR W/7CH IE R& - I 0" 6 0^11.0" 5.5" 3 0'• 4 ' �i.-T i 1/4-20 SS MACHINE SCREW 43 15.0"13_0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 40"111.0"6.0' /5.0" 16.0'16A" 65" 1.W. 15V 16.0"1.5" 5.0" 5. I / .5' 8.5" a a s 55 12.5" 7.5" 3.5" 4.S" 12.5" 0.0" 4.0"7/// 3.5" 8.0" 5.0" //�//�y/,3.5'_16_0"13.0" 6.0'_8.0" 160"1A.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5"%//j 4.0" 6.5" d 1SP 62 10.0" �j�;//,///�/��4.0" 105' 6.S' 3.0' //�5.0" 5.0"' ///� 3.5" 16.0" 9.5" 5.0" 6,5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9A_4.5^� /4.0" 6.5" e •.0 70 8.5"��f��'// 3.5" 9.0'• T.57-‘7' A/Y////4.0" 5.0"j,i/7 A 3.5" 14.5" 8.0"i 4.0" 6.0" _15._5" 9.5" 4.5:0 4.0" 7.0" 9.0" 4.5"V 4.0'_6.5" 12/2E121" 1 y a 100 5.0"%%////%/O%// 3.5' 6.0" MIN EDGE DISTANCE a 4'MIN EDGE DISTANCE e 1-3/4'EMBED Cl C2 C3 C4 CS Cl C2 C3 14 I CS Cl Cl C3 C4 CS Cl Cl C3 Cl I C5 Cl Cl 1 Cl CA I CS Cl I C2_1 C3 C4 CS43 !pG • / .1/7/., //// / 1/ /16.0"16.0" 9.0" 12.0"16.0"14.0' 7.5" 5.0" 8.5" 14.0" 8.0' 4.0" 3.0" 5.5" 6.5" 53 '/f''/%///////%%////.�//// // %//% % %% %/!/% 15s^ 9s" 6.0" 9s• Iss'10.0"�%//, %�//�////45as'• 6 %////.%//,,/, / , / / /�/„j//13.0" 7.0" 4.S' B.D" _. ._ B.0'• 'j/ 5.5•' 6.5" 6-5",////�/�,, 4S'_ 4_5•' 7U-/%/j %/%/" /// /4// , /�/' /'/////10.5^ 5.5" 4.0"�.D"i1.0" 6.5"% v/////j s-0" 5.5" 6.5"A/ 4.5_' 4.5" �.'Jy ��' 70- /4,' �%%//f/////%//////%//////%//%A' xvv ff".//il!/%/.03///i/i' 417/.6.5" 3.0" ////4.5" 4.5" 6.5" %%///4.s" 4.5' 6.5"%„/ l 4.s^ a.s" L '" "Y 1-9/16'MIN EDGE DISTANCE 3.1/0"MIN EDGE DISTANCE I E F M lip 5/16'ELCO ULTRACOR WIH3 Cl CO Cl C3 C4/11.1CI Cl C3 14 I C5 CS C3 CA I 14 U BI 0LRimwPL 1-1/4'EMBED 43 12.0"10.0" /®' �' ///.' /, '/ ///////. 16.0" 8.5' 16.0" ' , ///�� 7.0" 53 9.5" 6.0"P777//////,,',/�� 9' 6.0" //�7////'/ %///%////"///1//%/ 16_0"10.5" 6.0" 0.5" 16.0"11.0"%///%/// 10.5" 7.0" //��% i///9./ 15-2339 fit 8.0"'P/// �// 8.0••%////%///%//LT//////��/�%�,/�y/y//�//%�%/'%/////%/%////i4.0" 7.5^>�//%7.0" 14.1" es'%%jji zo"zo"%�///, %//j /CALL 1- I f1 ' 75 6,5"//'y%�// 7.a'4.,,„ ///�//� j� 7 Jv. % u.s^ 6.0"%////s.a' iz.o^ 7.0°%////%/////////%////1// 7.0"�//%�//� MGR OE/CRWTION1 100 //// ////Y 4'l'%/4 /4'%nA.%/ /4/f/%4 / 70'i/, ////! i17.0"/ // / '////G z0"%/A%///.'/./%.i/ 7 [0 J7 1 ANCHOR NOTES:SEE SHEET 'I] I 0 9 FOR ANCHOR NOTES, • u ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK PMNKI BENNN DO,P.E. ```111111111/ tPED046549 .T4' _ 2"MIN EDGE DISTANCE `1�C1Y:.,. , ��.'."` • Spans Up To 6'-0" Spans Up To 8"•3" Spans Up To 12'-0" �..• LIC ;pp I._ ' LOAD CONN TYPE CONN TYPE CONN TYPE _ pp - i