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HomeMy WebLinkAboutProduct Approval db BCIS Home ! Log In i User Registration i HotTopia j Submit Surcharge Stats&Facts i Publications i FBCStaff j BCISSiteMap Links i Search �iry2 Product Approval`. ^t a USER:Public User Yyi RECEIVED 1.. Product Approval Menu>Product or Application Search>Application List>Application Detail _ _ , `^ FL FL13757-R6 J U L 1 2 2018 Application Type Revision Code Version 2017 ST. Lucie County, Permitting Application Status Approved Comments Archived C Product Manufacturer Town and Country Industri l - Address/Phone/Email 400 West McNab Roadkifillill Ft.Lauderdale,FL 33309 I (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 torn]@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 C 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. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 CO! Indeol.gdf FL13757 R6 CO; Indeo2.pdf FL13757 R6 COJ Indeo3.ndf 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 FL13757 R6 Eauiv Eollivl.Ddf FL13757 R6 Eauiv Eouiv2.odf FL13757 R6 Eouiv Enuiv3.odf 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 i•: Approved f6r use'in HVHZ:Yes FL13757 R6 II Dwol.bdf '•u�, ..5,` Approved for usebutside 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 Evall.odf 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 Dwc12.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.odf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.3 E.A, Essential Facllltles 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 Dwo3.Ddf 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.odf 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.Coavriaht 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 emails provided may be used for official communication with the licensee.However emall 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 here. Product Approval Accepts: MW Wo®99 M Credit Card Safe �JFRMK 65,9 !{ VENMR�Qfl�.5,, 6549 1 ".., 6.8 STREAMLINE SHUTTER FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING LC No P17-004654i CODE SIXTH EDITION FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE RESIDENTIALZONEK AND THE INTER ATI NAL BUILDING CgDE[IBC)AND INTERNATIONAL CODE = ti *t UNUMrrED WIDTH (IRC}.THIS SYSTEM MEETS MISSILE LEVEL"D"AN iNCLUQES ESSENTIAL FACILITIES A5 DEFINED IN - . (h G -:,- ASTM E1996.09.SEE PROpUCT EVALUATION REPORT FQR MORE INFORMATION. 7� STATE OF 2. M SHALL,BE SECTION - I q x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE .......... w M REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAFFER 1609 OF THfL0 II3A BUILDING CObE SHALL BE LESS THAN OR ERUAL TO THE PpSmVE OR E AiNtIc W PR£SSVRE CAPACITY VALUES LISTED HEREIN FQR ANY ASSEMBLY AS SHOWN. Zi 3 E199VE330. 1 4. DED Y A 1.5 SAF�M FACTOR. NEGATIVE DESIGN S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE( WIND D F T ZONES -09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL w CRITERIA IN ACCORDANCE WITH ASTM 1996 CR A IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION, PLAN VIEW 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. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE P4 a DOCUMENTS IN ACCORDANCE WITH TME 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. B. TITE.HE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC < S 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE d CONTRACTOR DOES.NOTDEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w"? THAT THE STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM VERIFIES T T�S SUBSTRATES RE T STRUCTURAL DETAILED HEREIN. I.J. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION 111111111111 L Ju III _q OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND -BOTTOM z A SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECTWHICHDETAIL AND JUSTIFY THE TRACK DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIPeER APPROVAL, LOCKING MECHANISM,SE 'AT STI U 13. EACH SHMER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM TYPICALIL-1.1-AS 9 INFORMATION: TOWN&COUNTRY INDUSTRIES "5 FORT LAUDERDALE d FL TYPICAL ACCORDION TAS 201 202&203 _"N SHUTTER ELEVATION 3 MISSILE LEVEL D-ASTM EISS,E1996&E330 FLORIDA PRODUff APPROVAL NUMBERN.T.S. EXTERIOR ELEV r 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-76 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHABE STAINLESS STEEL WITH A MINIMUM TENSILE STRO11SIOLL F 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 114-0 OR 3/1.6-0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 26, ALL surriss SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NOR-HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE&IRE. FACILITIES 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER an 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". --gp-AN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ii 20, ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 2 :53VABOVF >301ASOVE _-C 3W ABOVE 30'ASOVE ; 2 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 9,2 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR VIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4' 2-318, TABLE 1: 1 3-5/8" TABLE I NOTES: 4-114" 2- L DESIGN PRESSURES SHOWN IN*ACCORDION I ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE 14V 4-7/8� 61 2- MAXIMUM ALLOWABLE DESIGN PRFESSURES TABLE 2 NOTES� SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. I. NVH�.'DEFINED AS MIAMI-RADE COUNTY AND BRUWARD COUNTY o IDA. U ft A POSITIVE NEGATIVE 7- LINEAR INTERPOLATION BETWEEN,SHUITER 2. AgW!DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED,FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE ER BETWEEN THO511 INDICATED ABOVE,THE PRESSURE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". SPAN SHALL HE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN SHALL 72" IDD HAVE 1�74LMINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND I-5/8'WHEN>3 Sir TO ABOVE E. 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.-FOR SPANS BETWEEN THOSE S3 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144- 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST, E1996-09. REN L . 11 fl" 046549 HM _PROJECTION VARIES p.N,.••• •••. 2.874' 4.874"MAX. `�`f'r• L i }-0.115' b1F NO PE00 0 0.062" 0.450' 0 0.080' _ 46gq :O co 0.125" 1.708" - 0.100" 1.830" 0.062" u+ 1.708" 0.100' N -�• _ 0.080" 0.063_ Q ST o N N 0.195" 0.195" 01 p96' 0.060" 0.070' M 0.060" 2.820" AT(•OP ,.r�} -I --r 0.062". 1.9178 (O m E * 0.125 '1' in 0,630 --{ 0.630" '! 1.993"� i� RIDA ,Q m 8 I , 0.062' 0.062• N >�/ -1- G �(] Imo�((,'' � '...... ......: 0.63� � D.63D" ] N1 I1 1- 0.143' r0.096i1 --4-. 1;069"-} 0.971" }0.971"•{ 0.143' - 1� y 1/111111 IIS On -�-1 O.n60' O.OG' 0.63W z 01 V 0.200' I 0.062"�00' 0.630" 0.06' '' 0.062" ''• �> 0.062' �-1.069'-} �.- ...... �•+ 1- [7 <W 1.069" '- I 7 o,- f0 Z SUPPORT LEG OPTIONAL {-1.0694 0.52 1.069'� 0.062' `0,200" W $N LuR 5.745"MAX. u 11g __5.7x5'MAX. U7 a a 6Li �'�BUILD OU I' WALL 3 STREAMLINE CEILING TRACK 4�STREAMLINE WALL TRACK HEAVY HEADER SILL O LITE HEADER SILL �16a Oj WALL �/ v SCALE:tIALF 512E SCALE:HALF SIZE SCALE:HALF 517.E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �p n WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL _ r^ ON ALL EXTRUSIONS M O.974"j- }-2.655" 0.875' 2.195" I }--}0.510' 1-2.195" 1.230" 0.060' I W q -1229" f D.105 Ir,rr-, }�y a -^ I ''j� �' Ir N�"T r� IN 1 2.655'--} ,� X107 I(n I '•. I 2.362•--{ NJ Q 4� r-1-069" .831' !Q N 70.305" II � ._J._ r {}--4.84" c rt - 1.069" 0-105'1 D.O75' 4.510" Ea . iI1 - L'J 0.075 e 5 r 0.105" r jl 4.510' -t .--_-__ - L___� -----_-� I 0.994"{ ��� a� -�- _ I 0.07' NOTE:TESTED THICKNESS OF } -3.506"� BARE METAL W/O PAINT 150.039' f1i SILL SILL ADAPTER O EXTENDED SILL 1p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE (� 7 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE. I R gill 1� s ps q q u� e■ 4 0.477" 0.143° 0.143" t- 0.080 }-x•1.570" ,06 0 5100.070' p ! ..I{ D,590" 0.341''1-} 295" 51 d JL 1.708'-4 0.143" 0.096 G D 0.060, 1g� m _ yE 0.115" 0.080' 0.117" i 9R 4.753' 0.090". a.slo'� 1-•D.leo^ _ L o.oso"18010227682' 0.630' 0.060" D 693" 15_ 15-2339 NOTE:THICKNESS OF BARE1.822" I I 0.420" W-mm - I- METAL W/0 PAINT IS 0.039" lg 6.8 STREAMLINE STACK T6 RADIUS CEILING HEADER/SILL 17 6.8 STARTER lg WALL SILL CLIP 88b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SALE HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE 99 ' ' RANItL 8Ett171Ui00 P.E 0.125* 2861.950" '``jliilHit#i{i! �PNOd65d9 •{.,.�y iI 0.610" STAINLESS STEEL } } NYLON WASHER OR t �p�K•: f ' ASSEMBLY rill O" ALUMINUM 0.820"0 HOLE ., O0.Q50" 0.357" y _ ' �p NYLON O z X10 x 2-3/4"410 HT S.S. 0a7" 276" b fi00g6s 0.880 O.OS WHEEL a V a o r0_l2tl"c . INSERTS SCREW W/TC ULTRACOTE591" i;�- -T- INTO COATING 'C7' 1� ip 1 t_*t TRACK (TYPTOP&BOTTOM �m; A7 L ..L_.- --(jINYLON BUSHING W/WASHER: i�tf1''ro SOFTYP.AT EVERY OTHER0.750`5'MAX. --! . 7/16"0 x 112"@ INTERIOR JOINT TOFINSIDE JOINTAT TOP. iL 7/16"0 x 1"@ 1NTERIORJpINi BOTTOM N CYLINDER-INC D C AST,NICKEL PLATED EITHER CAN BE USED ON EICTMOR !! t t N 1 i W . 19 ANGLE HOUSING-ZINC DICAST POWDER.COATED !! Il1111 1 0 "Z� 22 ROLLER ASSEMBLY BUSHING ASSEMBLY DETAIL 2 BOX CENTER INSERT ' -4 on SCALE HALF SIZE 24 SCALE HALF SIZE SCALE:HAtfi SIZE z �y m'6 =6 SCALE•HALF SIZE NOTE: MAY BE KEY OPEFiATEp OUTSfgE 2� Hi OR KEY/THUMS TURN OPERATED INSIDE. H o.zsq" 23 BRASS PUSH LOCK W oyIn SCALE.HALF 512E l Ngexeri -^^RD.155' 1.478" o m R0.500•. 4.000' 0.236• -__1.742 2.125' y d 0.S0tl" -1.7 1.22 16" 0.288" 11. 0.267^ 0.623" - 4"- t 0.794" 0.090" 0,310+ 0..1 0.531" m ri 0.664" m " m 2.250" 126; n I� 1.i 0.09 -}-'- 0.2 r o d 0.250` o c o •�26 r: 0.607" m y„f 0.667• �i P �-0.224" " 0.239"- f'* ry I•t m�i F n0m ° ri ri3--'-2.750^--4 T , T O.p60" 0.496" .246" " ' W .i,��' I IM-Q m 1.758"-'t _....._ c m 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3,476• JjO -- -l , QN t a SCALE:HALF SIZE SCALE IIALF SIZE 0.160" ' 0222"1 t- 0.240" ?m "g 1.ODi 0.062"0.062' O,p62' -0.1>6' .o a1 3U UNIMATE LOCK 3t MALE BOX CENTER 32 FEMALE BOX CENTER m z SCALE:HALF SIZE SCALE HALF SIZE SCALE•HALF SIZE -I-0.062" (--- 5.500•x 13116"WIRE fi �E'__lt 0.125• _ A '}1�•O:Jr_.>a7 f-' 7/16"0 STAINLESS STEEL NUT hr T- 0 438"4.438" 5/16-181 MACHINE SCREW -. - ,4c0a' 4.500' P f0,000^ POWDER COATED,ZINC DIE-CAST 5116"0 INTERNAL STAINLESS STEEL 12 1" THREAD ,P. v i - a�,d � SECTION A HEAD STYLE VARIES �^:- -f--- X.050' e %U1t MODEL 2022 3g T-LOCK ADAPTER 3'/ T-SCREW INSERT 38 THUMB SCREW ���� paq dw INbUSTRIAI� TEMS (OPTIONAL) SCALE FULL 512E SCALE:FULL SIZE a w _f 0¢t3�6 Re F D.254^ 4U0 406 40c 1119 35 BOX LOCK SCALE:HALF SIZE rI SCALE=HALF SIZE 2066" ••I '319 END STRIP 1" �I I-1,szs� f-I.Sptl•-} �rtl.izs` 2 & 3" EXT 0.054" U�(}3�T 6.12.5• SCALE: HALF SIZE 0.085" a o -4.125' ' 0 0.093' ri WPf11dR/7PIitLdpMllAPf 0.250' n N p.OBS. 8 15-2339 T I dICA1L .1(L i�_ nr�ytnoxt ALT. 1" END STRIP 25 2"x3"x0.125" ANGLE 1 3g 2X7 ANGLE 20 21 1.5"x3"xU.093" ANGLE SCALE+HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE . ANY ANCHOR PER ANCHOR EDGE DIST. `�\ 1�5 SCHEDULE 18"O.C. EXISTING DIST.GLAZING SEE END STRIP:�'"SCHEDULE FOr(4Q. NO N A ,ANGLE EMBED z SPAN WHEN USIAG: p "� 20,403,40b 0R�OS, vF LEG D RECITON a f NNy �` EMBED. 17 ffi (INTERIOR) 17 II it 17 - _.IMAX. WITH 21TOR 2Fry Q �p 'I,V �J ! pp MIN.0.062"THICK 6063 TG ALUM. _ T U2 y 30 ANGLE 1"x 1"MIN.TO 2'X 5"MAX. / 21 25 �///Sts/ \4 _ (ANGLE LEG MAY BE REVERSED) a FASTEN ANGLE TO TRACKIT�I U EDGE c-. __ .-_ ___ ( 7 Q 01ST. - ('0 ANY ANCHOR PER ANCHDR C26RNFR TOPS BOTTOM;AND Q W rYl SCHEDULE 0 18"O.0 t t3 13 ATTACH TO 6.8 STARTER W/ L m 13 #12 x 1/2"GALVANIZED OR Z 13) / #12 x 1/2"GALVANIZED OR B.S.SMS, S,S.SMS,3/16"0 ALUM.POP 30 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE i4 W }_ 6.60"ITYP.1 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT S NUT 018"O.C. ALTERNATE END STRIP DETAIL BOLT&NUT o 1B"O.C. 3 A9 (EXTERIOR) 5/16-1B TkiUMB SCREW[NTOTHREADED !MTH 6.8 S I AR I'ER AND ANGLE N d s d INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=l'-O" ANY TRACK W/ p W y FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p N TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PSF SPAN E SCALE 3"=1'-0" 1"HEIGHT. 82 08; R 1'BIO(2.77 72 10 B i 840 USE 111 BRASS PUSH LOCK 132 76 OR 111 5/16-18 THUMB LOCKING DETAILS FOR 2•&0(3.7) 62 05" SEE END STRIP SCREWI B THREA DEO CENTER MATES SCHEDULE FOR MAX. 11 ,A INSERT 37 AT 1/3 SPAN �. 2 e0+ - W TO 2/3 AN FROM ._... SHOWN ON RANDOM y� uI SPAN WHEN USING - BOTTOMOFSHUTTER 30 DETAILS 3'EVO(4.7') 72 w � ID 20,403,40b OR 40C, RECEI VINO HOLE SHALL BE 13 D O 1/4" OR 6.8 STARTER 3/8' h,AX WIDTH.UP TO 1"HEIGHT. 30 ALT.N"BIO_-63__ A" �� ... AX. WITH 210R 25. q�E?¢m 'yy&7O (2.7') 82 1 HS' fl I .aUSE APPROPRIATE F 21 132 76" STARTER STRIP 10 1.6'x3• 5 BYPROVIUC CLOSURC_- x0.083' i1 1IR3 5 B3- BUILDING CONDIBONS.23 it60 8 64 78" FASTEN STARIER 51 RIPINSIDE 0 76 TO TRACK W/(2)N IOxt+( SCREWS AT CORNER,TOPO�p62 i2. ALTERNATE END STRIP DETAIL 8 BOTTOM I SCALE 3"=V-0" ANY TRACK 4//SCREW 13 N— I� is 60 19" BOSSES. a FI 70 1 W ! SILL 1�4FUR GREATER SPANS OR LOADS THAN O W SHOWN IN END STRIP SCHEDULE,END " (/) O STRIPS REQUIRE A VXl'190'CUP ANGLE Rl�rd Itlt�� F N HID SPAN USING ANY ANCHOR ON TILE EXISTING GLASS n Maio R SCI0:W1E&#Ab/VTEK S O I Z 13 SGEWORI/4-0OBOLT70ENOSTRIP. G: v 30 Qaw USE(11 BRASS PUSH LOCK (INSIDE) USE 111 B{1A55 PUSH LOCK I--+ OR(1)5/16-1R THUMB I ' OR(1)5/16-18 THUMB 30 � �¢n SCREW p THREADED d s SCREWI O THRE A.D.I. fi INSERT 37 AT V3 SPAN SILL INSERT 7 A7 1/3 AN zo. TO 2/3 AN FROM 1 V@ S BOTTOM OF SHUTTER i (OUTSIDE) Ern BOTTOM OF SHUTTER 999 RECEIVING HOLE SHALL BE yyypjjj 3/0"MAX WIDTH.UP T / G �M1 1.0 23 OCCi TYPICAL OUTSIDE CORNER CLOSURE - - -- 5 30 � �•a� DETAILS WO/CORNER POST 13 IR NTS C0 DDPfiWFMMLNmV=PE 13 31 215 ,T x3 (OUTSIDE) 15-2339 SIL I. USE I11 BOX LOCK A7 1/3 SPAI1 TO 2/3 SPAR FROM FNEDEGCf1IPD0111 BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE xbW 99 i CC2 DETAILS WO/CORNER POST d MULTIPLE SHUTTER ASSEMBLY /7 NT'sz(SW SCALE.3'=1'-0" E w o. 1 rRANK I-DEWAR00�PSE REFE ENCEULEFOR ANCHOR EXISTING MAXSTRUCTURE ST SPACING ' MAX. - r C1 CONNECTION TYPE I/4-20 MACHINE BOLT \ REFERENCE ANCHOR112" W/NUT @ T1"O C OR ` j• p \ SCHEDULE FOR MAX- ® N 14 SMS @ 6"0 L Z*1 SPACING SI2" (TYP.TOP&BOTTOM) - rll tp N :7E / 1J ALUM. TUBE ST O m 2 FASTENERS 6063-76 ALLOY I aIn _ �OR 6 OR / EACH ANGLE -*OR SEE TART E A FOR SIZE. — -- W p S OR 66 J Z /]�� '• • 1"x 2"x 1/B'• I I I ALTERNATE THRU BOLT O D OR 2•'x 2"x 1/B" _ RIE EHENCEI ANCHON YOR PAN GLASS w Ix w �I FQ W a t4 ALUM ANGLE '--' SCHE0111.E FOR MAX SEPARATION 13 N-, �rvm S 13 I:I,....__ 1„ I f SPACING PER TABLE 2 a Z J Z �ry 10&1 THREE 3/16"0 A .'li lil GLASS 1 xw Cm W $'K� n POP RIVETItR DOORTHREE 012 SMS, u3/16"0 ALUM POP I w al RIVET OR 012 SMS ,I -.. _--)1./ q(jfk� 1-�r 0W (°110"OC.(T1'P) ' q)'\ SOR OR wD 'i� !!¢V TABLE A(cm \ ....-_._- f .\ '•-s Or x ri G PRESSURE VS ALLOWABLE LENGTH ` w R MAY USE MALE OR — o N F TA2"Rvv8• 3'N 111! FEMALE LOCK-SLAT w o PSF Na Vb ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN 61 13V 169' 13 CS CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BU5HII4G 71 114' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '�":--I' WASHER ITYP.) N � d 52 119' STY N75 SCHEDULE FOR MAX SPACING LE FOR MAX. 91 114' 163 _-JIS/ 14x3/4"SMS @ 9"0C. F g ]Ol IID' j ANGLE TO TUBE CONNECTION m a� 120 104' 147" EXISTING HOST 2"x 2"x 725" G L � 150 97' 131" TABLE 8.(1x4) EMBED: 6063-T6 ALUM TUBE ym*lp STRUCTURE 114' PRESSUVS ALLOWABLE LENGTH RE 5 CONNECTION TYPE p f$g7 2 86' (g^ EDGE DISTANCE REFERENCE ANCHOR �3 PSP WITH�y�y�11//B/O V1ITH 11B" SCHEDULE_FOR MAX W0 SPACING O 52 112' 166' FASTENER @ 18"O E 3 72 107' 157' (USE ANY ANCHOR SHOWN CobALl'ERNATE.BUILD OUT Id0U11T SECTION �� 87— 101` 147' 114 ANCHOR SCHEDULE). SCALE:3--1'-0" 92 9S" 139' 102 90' 132' 4 1 120 93' 177 . w IT 150 74' 109` / F.w 200 fi4" 94' Ile 2- 3/16 RIVET OR 1312 SMS 090"6063-T6 HN GLASS 13 > m_ e ALUM TUBE TYP �� EPARATION = Z u w (01 18"0 C. OR 1/1- 17 F� PER TABLE m O m u a NUI &BOLT(TYP.). 3/16"0 ALUM.PUP RIVET OR 012 SMS d$� GLASS 2 Xu�QQ @w wdw BE Yaa OR DOOR 6063`76 ALLOY (m te"O.C.(TYP.) g a -_ £ U In SEE TABLF_A FOR SIZE. %"x 5"x 1/B" 8 2 FASTENERS CONTINUOUS �9v EACH ANGLE ALUMINUM ANGLE INSIDE 1'x 2"x.093"6063-T6 OPTIONAL ANGLE 3 THREE 3/16'!0 ALUM. ORIENTATION TYP, o e pI ALUM:ANGLE.TYP 11 _-- 17 _ Stl POP RIVETS OR 17 THREE 012 SMS,TYP w g 99 0 0 1"x 2"x 1/9" 4 CONNECTION TYPE 14j �' OR 2"x 2"x 1/8'• I REFERENCE ANCHOR 7i 6 13 ALUM.ANGLE '—�' SCHEDULE FOR MAX EEEE �� �° —USE MALE OR FEMALE SPACING 00FTIwfmLBe"w PE LOCK-SLAT' -- --EXISTING CONCRETE, 15-233913 13 BLOCK OR WOOD FRAMING 6fJILL EE INSIDE SILL MOUNT SECTION rAloK eBatAmonl 1112 x 1/2"GALVAPIIZED (OUTSIDE) SCALE:3".V-0" CC4 TYPICAL CORNER CLOSURE DETAILS OR s s sMs,3/16 0 ALUM. SIDE CLOSURE OPTIONS POP RIVET.OR 1/4-20 �9 HT'S MACHINE BOLT& NUT SCALE:3"a V-0" (a 16"0c i • ""U"`L 4, C5 CONNECTION TYPE z REFERENCE ANCHOR EXISTING "L14 SCHEDULE FOR MAX STRUCTURE Ix SPACING- G ASS T wx 5-MAX y/4-20 MACHINE GLASS C:' CONNECTION TYPE OR DOOR OR DOOR REFERENCE ANCHOR R. W/NUT La 12"O.0 Ai4, 'A Ei_ SCHEDULE FOR MAX #14.SMS(D 6"0 C No SPACING 4 1/21- 0yP TOP&BUTTgMI MIN GLASS GLASS 10 1/4".20 THRU BOLT W/ EPARATION 6 2 in.4 A z PER LOCK NUT 12"0 C OR ;EPARAT]Ch f A: 1 0 11.x 1/2"SMS @ 12"0 C z n z I- ILI In PER 1-1 3/6-0 ALUM POP 12 OR 'I.X< '0 x 112-SMS 12-O.0 E.S. f- TABLE 2 c5-)OR(r , .lCLC ORI/4-0 a F4 TABLE 2 RIVETS @3 61 1 On 3/16"0 ALUM pop -O.L E.S. D ALUM POP RIVETS P 12"0 C. ' sis RIVETS ip 6 WASHER C A'S EPARATION PER TABLE to ii AND 3U*TA It- 'yp in it "o ALUM.POP RIVETS .0 C.S. FROM PIN12 TYP. GUID 0 US NG MIN CLASS FROM.111. SEPARATICN ob ANO IO f GUIDE Tb WASHER ITYP WASHER(TYP I PER TABLE 2 ohm ASSEMBLY- yp I ar & 9 2� 1/2" t/2"T EXISTING CONCRETE, m GLASS ml, r 3 CONNECTION TYPE OR DOOR BLOCK OR WOOD FRAMING I REFERENCE ANCHOR z Zi z 1- -C4 CONNECTION TYPE IN LE FOR MAX OW At SPACING G EDGE REFERENCE ANCHOR W %0 CI GIST SCHEDULE FDR MAX SPACING AS SHOWN w C3 CONNECTION TYPE IN DIAGRAM 14 po 9 0 REFERENCE T)NEHOR ' a L4 nS DR 6 OR SCHEDULE FOR MAX. EXISTING CONCRETE. 0 '0)0 SPACING ACT FASTENER BLOCK OR WOOD FRAMING 17- 1/4 MAX-FROM PIN _UAL41 LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING V4"MAX FROM BACK ANCHORS NOT REWO --\INSIDE MOUNT SECTION REFERENCE ANCHOR 1,4_t REFERE HER(TYP.) PIN GUIDE TO WITH THIS LOCATION SCHEDULE FOR MAX SCALE:3".T-C" SPACING 'As BUSHING WASHER INSIDE MOUNT SECTION 5 CO NECIION TYPE ITYP.) REFERENCE ANCHOR �J{lam' SCALE 3-=1*-0** EXISTING CONCRETE.. SCHEDULE FOR MAX SPACING WOO BLOCK OR 0 FRAM! EMBED .I GG BUILD OUT MOUNT SECTION FTYPI 8-0-:Fi7cm EXISTING CONCRETE. SCALE-3-e r-0- N I< BLOCK OR WOOD FRAMING E NOTE:FOR DETAILS A.8 AND E ON THIS SHEET /-EXISTING N D THE BASE TRACK MAY [INSTALLED IN SECTIONS EDGE DIST 4 CONNECTION TYPE EMBED STRUCTURE TC WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CONNECTION TYPE 3 A MINIMUM OF TWO SETS OF ANCHORS AND ISA ED SCHEDULE FOR MAX. REFERENCE ANCHORof MINIMUM OF 12"LONG.THE SILLOP.CEILING TRACK SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS -5 6 SCHEDULE FOR MAX OVER THE GAPS BETWEEN SECTIONS. 3 15 SPACING 1/2" &R(D ' a! GLASS t6fOR DOOR D 3 O.0 OR 3/16-0 AL MIN x . -,o I '1 12>.J/2-SMS 1- 14 D @3 GLASS 13 Dto EPARA71 l� M I 0 C, 13 PER z F. POP RIVETS @ 6'.0 C TABLE 2 Z) Ozi- CLASS OR Z. X m< 1 OR 1/4-0 ALUM POP OLAS MIN GLASS 1 0 1 ig RIVETS P 12-0 C. DOOR P RA Z,Z .0 04 SEPARATION 'Q 2 4 In PER TABLE 2 "z0z. PER TABLE 7 11. <.M4 3 >1 wZ(or (DANDOO n. -- 1/4-20 S.S MACHINE SCREW S,NUT(5) oB ASSEMBLY 1/4"MAXFROM P N GUIDE BUSH1146 a SEA 12-OC' GLASS YP- WASHER(TYP.) - 7/4"MAX FROM 114 1/2" Gut >1 Not HIN� OR DOOR It4-MAX.FROM Pit) 4 4 CONNECTION TYPE WASHER WASHER(TYP.) Yp G eSy 6 , (TYPI REFERENCE ANCHOR 0 GxIsl NO CONCRE71% GIST, SCHEDULE FOR MAX tv SPACING AS SHOWN 2 CONNECTION TYPE LOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 -3 OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. f!4"CONT 3 CONNECTION TYPC #12.1,12"SMS P 12" SCHEDULE FOR MAX SPACD[NU(Seruct "ONT 'ASPACING ALT,FASTENER EMU-M-&=0RF�fj0RJ 061-71;ALUM.A.1,LC REFERENCE ANCHOR "10 ALUM EXISTING CONCRETE, OF RIVETS LOCATION FRONT AND StHEOULE FOR MAX, p a C 01,3/17 1 '4AY BE REVERSED 'ITS �IL.U.ml. SAC ANCHORS NOT AEO'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OR 1,14-0 ALUM POP WITH THIS LOCATION WALL MOUN r SECTION RIVETS P 12"0 C. CEILING Z INSIDE MOUNT SECTION SCALE 3-=1*-0" WALL/BUILD OUT SCALE 3"�v-0- SEC N SCALE 3**w 1'-0" • ,,FFpp�A1MKL BENNMI%I�I',E. MN GLASS GLASS SEPARATION Z ' OR DOOR PER TAM E2 ¢v u —GLASSOR w F U w DOOR _- NOP 00465 ,•'d n e GLASS OR MGlnss I=nwa u DOOR sEPARAl O" X w In Iz w PFA TABLE 2 Q a P MN GLASSW y F w SEPARATION K ST I-IO S rs' Sp l7 PER TABLE 2. W W J Q w •'•. O I V N x =ow z =zo //!!11)1 FG J D-u L' w In � QC Z Vin ( Z- J aw'w 13 X ZgN/2" > LlCI CONNEC71014 TYPE Q o z1 /4"MAX FROM PIIJGUIDEU d REFERENCE ANCHOR F_ Uc a SCHEDULE FOR MAX. lU BUSHING WASHER(TYP 1 w SPACING TWO 1//.-0 W000 .250" - - ow 41 11 LAG SCREWS(al 24" C4 CONNECTION TYPE � 250 ,� EDIIODU B 0 C MAX WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX "T"INTO CENTER OF 2X STUDS 111V. m SPACING /�N M ; 1B IOb 14 SMS @ MIDSPAN BETWEEN /O Gi EMB "7• / UIS 7. STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD,IL TUBE CONNECTION STUCCO F14ISH 1"xr."x.125" 6063-T6 ALUM.TUBE t DECORAIIVL FLOOR TRAGIC DETAIL U WALL MOUNT SILL DETAIL um THIS DETAIL TO BE USED WHEN STUD'SPACING SCALE:3••=T-0". SCALE:3"=1'-0" K� EXCEEDS THE MAX.ALLOWABLE AN SPACING. pp Oo� y K O WALL MOUNT SECTION THIS DETAIL MAY R O ALSO BE USED z SCALE+3•'=1'-0" AT TOP - _ln`14 5 a qg Eg t7 ACCORDION SHUTTER w a PER PRODUCT APPROVAL F~- o -GLASS r o MR GLASS OR DOOR I- 2 SEPARATION 13 7 in a M x PER TABLE O .1 EXISTING WOOD IG=0.421 L N APPLICABLE AT TOP - TRUSS OR RAFTER IL�M,i L AND OR BOTTOM X d x a @ 24"MAX.U.C. n N Q a 2"OR 3" E 01 EXISTING FINISH MATERIAL " IIA FROM PIN GUIDE 2".5".1/B"60fi3-T6 �' I I .i a � 1/2°MIN. TD.USIIIMG WAShIER ITYP I ALUM.ANGLE V!/THREE II �i M s 2"x3"x''p"x CONTINUOUS OR X2.175" 16 1/4"TILE ITYPI 1/4"m WOOD LAG {' ,I i' w '= T: 2'x2"xS'e"x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" II �A 6061T6 ALUMINUM ANGLE 3/L"PLYWOOD MINIMUM!1IREADED _ o p 0.91 MIN.THICK 6061-TS ALUM TRACK ZX 1/4"�A325 GRADE THRUBOLT7'•O•C PENS R "T"IN WOOD @ 5 G Cal EACHRAFTER OF TRUSS, 'ANGLE FASTENED 70 / FASTENED TO ANGLE WITH 1/4-20 OR Sn6•'0 A325 GRADF THRU BOLT @ 12"0 C 24"0.C.MAX WHERE - EXISTINGL lAS7ENED TE MACHINE SCREWS AT 3"FROM ENDS GALV OR SS ANGLE EXTENDS BEYOND AND 9.O.C.FOR THE BALANCE LAS T TRU SS MORE THAN a x HOST STRUCTURE WITH - EH 0 �— 1/4-0 ELCO ULTRACON TO CONCRETE/CMU ni 6", EXTEND ANGLE TO gaH G y,"p ELCO ULTRaCONS AT EXISTING CONCRETE HOST 5"O C W/1-1/4"MIN.EMB. NEXT TRUSS. w n= 3"FROM ENDS AND 4"O.C. 2-i/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW LID 9"O.C.W/1-7/e" I_w 7 �Wg FOR BALANCE WITH L3; MIN EI-IB. IN WOOD SG=0.42,TO 0.55 j N r W w Yt MIN EMBEDMENT AND 2%: MAK•DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE. 1' __ _� �k I 1 1 MIN EDGED STANCE t 62 P.S.F. HOLLOW BLOCK OR L7 d OW717011TRJ11LLBiWWEE STAGGERED WITH 3"MIN. x Z O 2 MAX DESIGN LOAD AT 6'-D"MAX SPAN: W000 FRAMING.SEE 2"x 5"x 1/B"CONT d d 15-2339 SPACING"TYP. t52 P.S.F. ANCHOR SCHED ALUM ANGLE 16063-T6) { BASED ON TYPE OF v'n ' 0 HO SCALENTS BUILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD s 72 P S F) Tj d FACE oeKllt�u�l . Hb PASS THRU DETAIL TRUSS MOUNT SECTION 8 y� SCALE•3'•=1'-0" O SCALE•3-=1'-0" U EXISTING HOST ALT.LEG DIRECTION 114 r1� N��70Oo2 ;E1•! STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN - y 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE IM HOLLOW BLOCK,3"MINIMUMRoo -ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ` -MAX (2)6063-T6 ALUMINUM , TOP OR BOTTOM = TANGLES PER BEAM END,SIZE _ 0 6549 O 3/2" PER SPAN_TUBE SCHEDULE EMBED. 1 SPAN TUBE PER - OE51GN SCHEDULE o N �C EDGE OF ACCORDION g z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT Oma'.. E F~1�jj SHUTTER BLADES `E 13 _- -- 12"O.0 OR#14 x 3/4"SMS 6"D.C. i p i4'1 3.5"MIH Ir n 1/2"MAX. TYPICAL 11- f 5 6 F_�!q / U.. 3'MIN µCI EDGE 3 16 z=� UI XQ SQ�" S ROUND"0 HOLE WINDOW�0.55EMBLY) DISTANCE IIXISTLNG Q SECEIVEl ARATION 13 Wo 5 W LIJ �SSti w MAXIMUM OF 3 WINDOWSCEIVE GLASS OR AR J, b s u9 Z PER EVERY OTHER BLADE DOOR N b Ul,7 _ 1 LIGHT-N-VIEW WINDOW 1: . EDGE r1/2-MAX �U*MIN b0 N DISTANCE T" �� ~ 8 N.T.S. EXTERIOR ELEV =om L 5 6 LL ww L7 3 16 1/L"ItAX.SROM PIN GUIDE �+I wR TO BUSHING WASHER+'TYP 1 q ACCESS ^3/4-ZO MACHINE BOLT W/NUT Q • '^11n - 1/2' HOLE 12"O.0 OR+T 34 z 3/4'SMS 6°O.C. mp, 2.875'0 HOLE TO SPAN TUBE PER W u d RECEIVE ROUND EMBED. DESIGN SCHEDULE ####YYYY�►���►►► WINDOW ASSEMBLY - /2• �(2)6063-T6 ALUMINUM I AX. ANGLES PER BEAM END,SIZE PER SPAN TUBE SCHEDULE IXI 4 OST 1 "0 THRU BOLTS SEE BEAM Zm STRUCTURE MCHEDULE FOR REQUIRED NUMBERS 1(4"ALL POINTS SCUD SET ANCHORS WITH 718'MIN EIMIBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM pp SPACING,AND 3'MINIMUM EDGE DISTAAICE 9 p 0.125" 0.125° 0.032' 0.032"-)(j MAX.DESIGN LOAD-k 72 PSF j•. a a g "I 3 SPAN TUBE SECTION 0.196' / \ B N.T.S. VERT SECTION h � IS 96" / \ SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBER OF NUMBER OF PER MMIMUMANG ANGLE ER LE TUBA E SHUTTER I SPM THRUOLTS ANCHORS --- LENGTH d I 1 ROUND SIZE SPAN WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP-T BOTTOM R�rd 1t 1a1 8 FIs ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE !L[ 60' ,23.0' I 135.2 2 2 2 3 4" 7' 0.125' BB' 101.7' W 2 2 3 3 T 7- \ ` 123• 89.9' -84.4' 2 - 2- 3 -- 3 1- T 7" 00' 129.1" 167D' 2 2 2 3 4' 7 / /I \ 2kBk 98' 114.0• 12A.P 2 2 3- 3_ T�I_ / / \ 0.126' -123' 102.0' -109.6' -2- -2 4 -4_ 10" 10^ _ 60' 138.0' � 180.8' 2 2 3 J T 7^ ' \ .188' ( 2kBk B6' 1227• 185.7' 2 2 3 4 7' 10' 02.875" 03.250" 0.120• 123' 115.1' 137.5' 2 3 4 0 10" 13' e_ T 1 2k10'4 -BB• 168.1' 240.0_ 2 2 3 4 - _ 7' _10'_ N e kffi e@ / O.1BT0' 140.0'_ 228.9' _2 3 _ 4 - 8 , 10' 18' LIGHT-N-VIEW WINDOW ` / + +322 203.1' 3 -4 5 7 1J [[tl114 29 \ ��•� SPAN TUBE SOHEDULENOTES: WPi 4016WRLlMYWPE N.T.S. 'SABIC PLASTICS SLx1431T-U1-94HB - X X x "ANGLES FOR 2'x5"a 2"x6'BEAMS. 15-2339 2. USE 2'x5°xl/4"ANGLES FOR 2"x8"a 2'x10'BEAMS. �t:44n 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAae oF9e�rrT ne 4. TOP 8,BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. 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, 9 i ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS N.T.S. EXTERIOR ELEV ABOVE AFID BELOW THE BEAM. 8 6. LAP BEAMS ARE NDT ALLOWED. O • 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE fMNKLHENNAROO P.6 : a 25'MIN EDGE DISTANCE.LOAD `""r h . Spans Up To 61-0" spans Up To B'-3" Spans Uo To 1210'- CONN 2'•0" ti a ANCHOR - CONN TYPE CONN TYPE CONN TYPE �?71V�' SG x Cl C2 C3 C9 CS Cl C2 q 04 C5 C3 C2 C3 C9 CS 4,:' _Y No PG004 Ile nw TAPCON OR SUED 43. I6.0"16.4"I5.0_16.0"38.0'16.0'36.0" 9,p" 13.4"16.0"36.0" AS" 5.5" B.5" 14.5" _ ._ ULTAACON WITH 1-3/4" 93 16.p^16.0"10,4"14,5'16.0"16,0"12,0" T.0" 16,0"15.0" 7.5� 4:5" 7.5•' 10_5" _ rp EMBED(3192ps1 MLN CONC) 62 26.0"28.0^ 8.5" Y2.S"18.0"16.0" 9.5" 5.5" B.5" SS.O"SS,�O" Y0:5" ro * y •y{Cp1 N 70 16.0 13.0 7.0.1 11.0"28.0"25,5" 0.0" S.0" 7.5" S1.S'15,0" l�5" q.5" 7.5"19.5 � �- ' - - 7 I@ COMGINATIOFI.O••. STATED - _ 100 19.0" 7.5" 9.9" 7.5" 10,5"15.0' 7,5' 46" 7.5" 10.5"15.0" 7.5" 4.5"-7.5" SOS" 2 x S TY •T 1/4•MILLENIUM MILLFAST 9 / 00 COMBINATIOIr✓;. •. �y� 43 18.0_I6.0"]5.0"16.0"I6.0"16.p"16.0" 9.6"13.5'36.0"16.0" 8.5" S.S` 9.0"23.5" v,�s ••<OIT(p P$' WITH 1-3/4"EMBED(3275psi 53-'16.0"16.0"11.0"15.0"16.0"16.0"11,0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" MSN CONCRETE) 62 16.0"15.4" &5"23.0"16.0"16.0' 8.S' S.5" 4" 13.5"13.5" 7.0" 4_5" l�5" 9�5" �6'3 a 70 16.0"12.0" 7.00 11.0"16.0"14.0" 7.0" -4.5" 8_:01 10.5"13.5" 7.0' 4.5" 7.51' 9,5" .} _ _ 100 ll.S' 7.0" 4.5" 7S' 7.0' 4S" T S11 4,5" 23.5' 7.0" 4.5" 715" 9.5" 1/4"EL6 CRETEFiEX SS4 �3 16.0 L8.0"16.0"1G,0"16.0"16.4"16.0"13,5'16.0"16.0"18,0"12.5" 8,0" 13.0"16.0" Z .0 W/2"EMBED(335W MIN 53 26.01,16.0"16.0"18.0"25.0"16.0"16.0"10.0"15.5"25.0"16.0'•10.0" 6.S' 1L0"iq.0" t x 5 I7 YP.) 2 x 5(7YP.1 ry LONG) 62 16.01,16.0"IZ.S"t0,0'16.0"16.0"12.5" 8.0" 13.0"16.0"16,0"10.0" 6,_51 11.0"14.0" I��� ♦♦♦ OL 0 � 91 riLUUCs 7D 18.0"16.0"10.5"15.0,'16.0"16`0"SD.S" 7.0" 12.5"19.0"36.0"IV 6.5" 11.0"24.0" 100 Y6.0"10.0" 8.5" I1.0"IA.4"I6.p"i116.010 0,0'• s.5" 11.0"24.0"Ss.O"14.0' 6.5"ti.0"24.0" 1'MIN EDGE DISTANCE 'D a C3 C2 C3 C4 C$ C1 C2 C3 C4 CS Ci C2 C3 C4 CS NOTE "5•'INDICATES ANCHOR SCHEDULE SPACING N�p 1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0' 16.0"16.0"16.0" 5.0" 5.5" 16.01,16.01, 9.01, 3.0" 4.0"14.0" SPACING DIAGRAM FOR Cl & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4"- 53-16.0"18.0' 5.5" 6.5" 18.0"16.0"12.0" 4.5" 18.01,1A.5"Z5" x0.4" -C2 CONNECTION TYPE USING PIECE Q wrTH OUTSIDE 17 EMBED(31920sI MIN CONC) 62 16.0"15.5' 4:5" 5.51 16.0"16.0" 9.tl" 4.0" Id.S"2.0.51, 7.5" 10.0" RNCHURS ONLY - C4 CONNECTION TYPE USING PIECE. p WITH 1` 70 16.0"12.5" 4.0" 5.0' Y6p"25.0" T.5" 11.9"14.5' 7.5^ 10_0" OUTSIDE ANCHORS ONLY _ _ _ 100.19.5"7.5 �f I 14.S" 7.5" 10.0"14,5" 7.5" ,10,01 1/4'MIitENIUM MR iFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" %S., 16__0"13-,-y0" 7.0" 4.0" 6_5" 30-.-__5" PI 1 WITH 1-3/4"EMBED(3275psi 53 I6:0"16.0" B.D" ]3J0"16.0"16,0" 16.0 Stl__5" 555" 5.5' MIN CONCRETE ANCHOR NOTES: 6 62 16.0"11.5" 8.0" 9.0' 16.0"33.5" 7.0" 4.0"6,5" 11.0"10.5" 5.5" 5.5" 7.5" gym.• 70 Y6.4" 9.5" 5.S" BA" 26.0"SY.S' S•5" 5.5. B.5" Ia'! 5.5" B.S. I.S. 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPA ru ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 0E Miiwi Na p 100 10.5" 5.5" 5.5' 7.5" 10.5" 5,5' S,5" 7.5" 10.5" S.5" 5.5" 7.5" !W�Z-., ° ^I 1-1jq•MIN£LKLE OLSTANCE LIMITED TO 71105E SHOWN IN TABLE 1(pg I). D o 1/4'ALL-POINTS SOUP-SEI _._._- __.__..__..__ -.� _ tam 7 K Ce u ANCHOR W/7/8"EMBED& CI C2 C3 C4 CS Cl C2 q C9 CS Cl C2 q C9 CS 2. ENTER ANCHOR SCHEDULE BASED ON 1HE IXISTING STRUCTURE MATERIAL, a�< ANCHORTYPE AHD EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR •v 114-20 55 MACHINE SCREW 43 16.4'Ss.O' 8.5•` 10.5"2fi.0"16,0'12.0_5.5•' 7.5" 16.0"12.,,.,5" &5" 3.0" 5-0" 10.01, EOUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT r SPAN GREATER (3000Ds1 MIN CONC) "57 16.0"15,0" 6.5" B.W' 16,0"16.p" 8.5" 4.0" 6.0" 15 5"lg1 1 S.0" q.0" 7.0" THAN OR EQUAL TO SHUTTERS PAN. E 62 16.0"1.01,5.D" 7.0' 16.0"1L5" 5S' 3.5" 5,0" 10.0"50.0"5.0" 4.0" ZD" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. - o 70 16.0" 4.D" 4.5" 6.0' 28.0"30.5" 5,5" 3,0" 4,0" 8,0"10.0" 5.0" 4.0" T,D^ _ 100 10.0" 5.0'" 4.tl" 7.D" LOA" 5.4" 4,0^ l.0"10.0" 9.0" i q.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE E o 3 11 I)4'ALL-POINTS SOUD.SET .. 3'MIN EDGE DISTANCE _M _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g ANCHOR W/7/B'EMBED& Cl C2 C3 C4 C5 Cl CZ-1-0-1-04 C5 Cl C2 Cl Cq GS ANCHOR TYPE BASED ON TYPE OF EXISRNG STRUCTURE ANO APPROPRIATE °' CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1V !jA-ZO SS t4ACHSNE SCREW 43 1&0"28.0"16.4"I6.0"16.0"16.0"16.0"I1.S"28;_0"16,4"16.0"11_0" 7,0' 11.. 1610" CONNECTION TYPE. (30pODIl MIH CONC) 53 16.0"16,0"13.5'16.01,16.0"I6.0"14.01, 8.51 13.5"16.0"26A" B.5" 5,5" 9.5" 32.0" S. ALLCONCRETE ANCHORS SMALL BE INSTALLEDTO NON-CRACKED CONCRETE �yy.IArr,,Iy'11 62 16.0"16.6"Y0,5"I6.4"15.4"16.0"13.0" l.ff' 21.("19.0"16.0" 0S" 5.5" 9.5 22.0• ONLY. L '� •�•'[] 70 16.0'15.0" A5" 14.0"I6.p"16.0" 9.0" 6,0' 14,0"13.0"36.0" 8.S" S. 9.5" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 140 16.0" 8.5" &5" 9.511112.0"16.0^ 8.5" SS" 9.5" 12.0" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS*RECOMMENDATIONS.EMBEDMENT L' 2-5/8"M[N EDGE DISTANCE 1/4"POWERS 55 DROP-IN _ _ LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER I- EMBED(358017 IN Cl C2 q CA C5 Cl C2 q C4 C5 Cl C2 C3 C4 CS FINISHES. 7 CSN EMBED(3p00ps}MIN "'S3 16.0!16,0-9.5",14.0"16.0"16.0"19.5" 6.0" 10.0"16,0"11,5" 6.0" 4_0" 7.0" 8.0"• T. VARY,FHERE IXELmmEVN(iIRY�THUA�T)FR/vSTENERS ARE INTip ADEQUATE WOOD CFROANMINGONS ,✓ �� MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8 62 16.6"12.5" b5" 12.4"16.0"14.5' T.5" 5A" B.5" IIS'i1S" 660"44,0' 7.0" B.0'" SIDE CLO§URE PIECES. 6 70 56.0"10.0" 6.5" 10.5"16.011 12.0" 6.0' 4.p" 11,5" 6.0" 4.0" 7.0" 8.0" vl pl q i IOD 11.5" fi.4" 4.0" 7.0" 8.0" 11.5" fr.4" 4.0" 7,4" 8.0" 11.5" 6.0" 4.0" T.0" BA" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ¢0¢ Sp'POWERS SS pROP.IN 3d/Z'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(Mffld7 W000 STUD.3/4" E Q EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAt4WG.lAG SCREWS SHALL d !C! Wj 114-24 SS BTIlT ANp CS �C2 C3 Qf CS CS C2 q C4 CS CS C2 q OL C5 HAVE PHILLIPS PAN HEAD OR HEX MEAD. W 1'EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14,5" 9,0" 13.5"16.0"IS__0" 7�_5" 5,0" 9A" 12.0" 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OFTHREADS IN B AA CONC) 53 Am:i,16_0"34.5"15.0"16.0,_16.0"]0.0" fi.5" 10.5"15.0"12.0"6.0" 4.0" 7,5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 62�16.0"1.3.0" B_0"12.5"16.0"15,0" B.0"'S.0" 9.b" 12.0"12.0" 6,0" 4.0" 7.51' 6.51' HEAD(SIDEWALK BOLT),U.O.N. :+ 7.0'7 11.0"16.0"12.5" 6.5" 4,5'7 7-v 9.5" 12.0" GYP BMW 4.0' 7.5" 8.5" Q/� DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �IGO 12.0"-6.0"4.0" Y.-K 8.5" 12.0" 6.0" 4.0' 7.S" 6.5" 12.0" s,8" 4.0" 7.5" 8.5" _ Ta- _ 2'MIN EDGE DISTANCE « DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, IFIZSMSWj2-EYEWAU. C2 FC2 C3 C4 CS Ci C2 C3 C4 C5 CI C2 C3 C4 C5 NUT OR WASHER WINGNUT. WPtI�iSRVNI!l9iti000P1: ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.51,34.0"16.0"16.0"16,0" 7.S" 10.0"16.0"16.0" 9.tl" 4.5" 6.5" 13.5' (240pps1 MIN coxc) 53 16.0"15.0" B. ii.a"I6A"16.0"_Si.S"5.5" &0" i6_0"iq,0" 7.O" 3.5" 5.5" 10.0" IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. �,Jt_Z 3g 62 16.0"15,0" 7.0" 9.5" 16.0"16.0" 9.0" 4,5" 6.5" 14.0"14.0" 7.0" 3.511 5.5" 10.0'• 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT Be USED TO Outla - 70 16.0"12.0" 16.0"14.5' 7.S' 4,0" 5.0" 10.5"14.0" 7.0" ?.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR 5H0(JLD IMPACT DRILLS BE USED TO INSTALL 'qe p.Efau►nall CONCTIETE SCREWS TO HOLLOW SL CK A ,_ _ 100 14;0'_ 7_0" 3.5 5.5" 10:p"14.0" 7A" 3151, 5,8" 10.0"14,0" 7+0" 3.5'_5,5" 10.0" 012 SMS Wj2.75'EYEWALL 43 16.6"16._0_'16_01j 16.0'16.0"Sfi.O"16:0"10.0"14.0'7 16.0"1-,,11.5" 6,0" 9.5'• 16.0" ARMOR INSERT W/2.V 53 16.4"16.0"12_0"18.0"38.01,16.01,15.0'• 7.5" 51.0"16.0"36.0" 9.0" 5.0" 8,8" 13.01 0➢�� _n EMBED(200Dpsl Pills CONC) 62 16.0"16.0 9.5'13.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.01' 9.0" 5.0" &0" 1351, 70 t6.0"16.0 &0" 11.5'160 16.0' 9.5 5.5" 8.5" 14 D"16.0" 8,4" 5.0'_ 8.D" 16.0' f6 100 16.0" 9.0" 5.0" B.0" 13.0"16.0" 9.0" S.p" 8.0" 13.0"16,0" 9.0" 5.tl" &0" 13,0" .1 • 1 mom mom �o ramom' 'oomo©o . III.. mom o 111 mom Im Hl MENINEN EMMA J % ////.�� //y/%//� ® %®®' � 11S Ox lion 114 ME ......,,...,.,..L-1/4'EHOSD m,UM114-"ILLEUIU�144.ILLFAST FM Em V1111, 1, EMBED Owl I/M Y/%/%�///%/U//%/�/O%/U/O/�/�9%///�.®% ///% U%% Elm OW/1091 ■mo®or�oom000000©o©oo©m©om00000� MOM oeoeoEMU MINER 05,51,911111,11. o ; /.1/ ��m©mmm®mmu��uv�i 0000© EF£➢ ' ' '�/1////'�///%/mil�///7///i%/Jl�%//�%%//%////////U///�%/ ,'//// •' �®EF3'����''//%///.®���Y//%i%////////////ifa� %//%i//// ,U/Gfi//��%rye ®� SIU %�/��%/� • ' U/�/////11111110 "///%P1101,111,%l%////N ®9.S///F�[EvolAm QE�% �� r� / oi, 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKFpmLBEnNARp4 P.E. tl It ill 11 �PEOW6549 (�.^"{C 2'MIN EDGE DIS'tAHCE _ �'• � ."'"` G LOAD Spans Up To 61.0" E ans Uo To 0'•3" $pans TO(TSO'_ UC f CONN TYPE CONNTYPE CONN TYPE z ANCHOR (PST) G1 C2 1 C3 .C4 I C5 Cl I C2 I C3 1 C4 C5 ci I C2 I C3 I C4 CS = Ar 012 SMS W/2'EYEWALL A3 16.0"16.0" 7.S" 4.D" 16.0"15.5" 8.5" 4,5" 6.5" i$.S' 8.5" AS"011111A 4.6"1 7.011 =* 0 PE004654 ' ARMOR INSERT W/1-1/4' 53 16,0"10.5" 5.0" 7.0" 16:0"11,0" 6.0" 3,5•' S.0" 11.0"f.:60.0;; 3.5" 5,0" _.0 1 EMBED --r Ii----- 62 14.A'i 7.S" 9.0" 6.0 14S" 4.0" 4.5" A.0" 7.0= 35' S0" 0Iv sas " 3.5" 5," 12.5" 3.5" 5. 5.0STAIUD ).0" 3.5" 3.6" 5.0'• 70"35" 3.S"-S.0° 3.5"5.0" i� TE OF m ��tS' .rOR1Q!�,.�• ui M ANCHOR SCHEDULE: WOOD (G'-0.55) '%Si N ' j jpq NAI E 7l7ruii1111� WR >_ 3(4•MIN EDGE DISTANCE w U G Soaps Ur,To 6'A" SOaOs UO TO W-31, SFans Up 2'-0"To] { ggg 05 LOAD CONN TYPE CONN TYPE CONN TYPEe8 �� 0 ANCHOR _ (Vaq Cl G2 C3 Gl C5 Cl C2 C3 CA CS Cl CI C3 C4 CSS 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0"]3.5"12.5"16.0"16.0"i6A" 7.5"19.V 16.01,16.0"14.5' 4.5" 6.0" 16.0" MIN THREAD PENETRATLON 53 16.0"I6.W' 8.51, 101p" 62 f6.0"l6.0" 7,p" B.Sr 160"ib.6"23.5" 5.0" BA" 16.0"160"2L5" 4,0" 5.0" 16.00" i'`IJIj'I�'jI� L G RiCR- 70 16.0"16.0" 6.0" 7.5" 26,0"16.0"12.5'4.Dr" 5.5" I6.W'16.0"ILS' 4.0" 5,0" 16.0" Cl 100!16-0111.5'4.9' S.W' L6,4"16.4"11.5"A.0" 5.4" 16.0"16.0`'ILS' 4.0" 5.0" 16.0" ./ 7/16'WOOD BUSHING WITH 43 16,0"16.0`• 0.0" 10.0"16.0"1S.S" 0.5"_4.$" 7.0" 1S_S' 0.5" 4.5" 4.5" 7.0" 1.13•MEN EMBED 0 3/4.20 53 f6.0"10S" 5.5" 0.0 i6.O"I3.0" 6.0" 3.5" 5.5" 11.4" 7.0" 3.5" 4.0" 5.4" S5 MACHiNESCREW b2 IA.O" 8.4".. 4,5" B.5" 1A.5" 9.0" 4,5" 3.D" 4.5" 7,0' 7.0" 3,5" 4.0" 5.0" o .Lcmm 703.5" 7.S" 3.5" 4.0" 5A5' 7.0" 3.5" 4.0" 5,9" 0 1 '�i 1DO 7.0"3.5" 4.0" S.Q" 7.0" 3,5" 4.0" S.0" 7.0" 3.S' 3 014 SMS OR 014 WOOD 43 16.0"16.0"12.5"14.5 16.p 16_0'16.0" 8.9' 10.0"16.0"16.01,11.5" 5,0_ 7,01' 16_0" SCREW W2TH i-3/4"MIH 53 16.6"26___0" 40" 115"16,0_]60"]5.0" S.p_8.0" 16.0"18.0`'9.5" 4.0" 5.5" 28•_0" w 3 THREAD PENETRATION 62 16.0"16.0" 7.5' 9.5"'1610"1610"11.5" 5,0" 7.0" 16.0"16.0" 9.5"4.0" SS" 13.0" q A7X0000»01>>� 70 16.0"18.0" 6S" 8.5" I6.0^16.0"10.0" 4.5" 60.0"14.0"16.0" 9S" 4.0" 5.5" 13.0" F fC 100 16.0" 9.S" 9.tl" 5.5' 13,p"16 0" 9.5" 4,0" 5.5" JI Ila-16.0" ,5" 4 0" 5,5" 13.0" ;_% �ti o� ANCHOR SCHEDULE: WOOD (G=0.42) - _ __MIN EDGE DISTANCE G Spans Up To 6'-00" SaansUo To B'•3" Soanc Up Ta 1'•D" to E 0 LOAD CONN TYPE CONN TYPE CONN TYPE E' O ANCHOR 3 _ (PnI C1 I C2 I C3 I C4 I C5 Cl I C2 I C3 CA I CS Cl C2 I C3 I Cd I CS 2/4"LAG SCREWWttH 1-314 43 16.0"16.0"9.0"110.0116.0116.0-16.0"16.0"16.0"S.5" 7.0" 16A"16.0" 9.5' 3.5" 4.5" 1S.W' MIN THREAD PENE3RATION 53 16.0"16.0" 6.5" 0.0"116.0"116.0"SZ.5' AS' 5.5' 16.0"15,0"1 7.5"I 3.o,- 6 62 TO 5.S" 6.T 16.0`1 16.0" 9.S" 3.5" d 70_ _60" 16 _700 3A" 4.0" 1L7.5" 3.0" 4.p"11.0"150" 7,5" 30" 4.0" ILO"01A SMSOR eid tvOOD 43 B.5" IO,S"16',0`'16.0"12.5' S,5" 7.0" i6.0" 5.0" SQ.S'3THREAD pNg-3/QIN 53 6.5" 6.0" 16.0"1M6.pC 6.5" 4.p" 5.5" 16.0"10.5" 5,$" 2.5" 4.0" 7�5" 62 16.0"11.5"5.0" 7.0" 16,4" A.p" 7.5" �fapOptla00oi> 70 16 0" 9,5" M A 1610 ILO 5.S" 3.tl" 4.0: 8,0 10,5; 6.5 2,.5_' 4.0" 7.5" 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5' 2S" 4.0" 7.5" 10.5" SS" 2.5• 4.0" 7.S" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 4"MIN EDGE DISTANCE G Scans Uo To b-6" spans UaTo 6'-3" SOOns uu 70 2Z'•0" sl LOAD CONN TYPE CONN TYPE CONN TYPE 0 ANCHOR (ps(} g r CI C2I C3 I C4 I CS I Cl CZ C3 C4 I CS Cl I C2 I C3 I C4 I CS p 5/16'ITW TAPCON%L W/ 43 16.0"16.0"ifi.0"16.0"lfi,p"16.D'16.0"I5.0"16.0"16.0"L6,01,115.011 9.0" 14.0116.0" d 2-1/4'HiN.EMBED 53 16.0"16.0"25.0.16,0"15_0"I6.0"Ib.O" 16.0"15_0"I6._4"12.0" 7.5" 12�LW'16.0" gwrlFF�. 62 16.0"I6.0"LL0"16.0" 16A•15.9' 9.0" 14.0"I6.W'16.0"1ZZ' 7,S' 12.01 WIN 70 16.0"16.0"]i.5`16.0 16.0"56.0°12.5'60" 125'160`1 160":12.0" 7.5" 12.0"16.0_. .N� ._;, 20"ifi.0�'16.0^12.0 7.5 12.0^16.0"16.0� 210" 715" 12.0,16.0,6 5/ib•ELCO ULTRACON W/ 43 16.4 16.0"110.5"S "16.0 16.0`SO.S' 6.5" 9.51 15.0"11.Q"!5.5" 6.5'190" P s 2-1/4"MIN.EMBED 53 16.6"13.5" 7.5" fi.0"16.0 34.0 7.5 7,5 13,5" 9.0" 6.5 CDPn4NRmvKLIBIWoOFE 61 62 16.0"1D.0" 6.0" 9.0"'16.0"1_1.4' S.S" 6.5" 9.p" 9,tl" 6.5' j.S- 339 �F 70 SS.O" 8.0" S,0"�0.0" 15.5' 9.5" 5.5" ZO" 4.4" 6,5" 9a z 100 9.0" /, 5_5.1 6S,','_ 9.0" S.S., 6.5" IN EDGE DISTANCE _ pAoe pc>arnlPnox! v`S 2•M _ _ _ ,.I cZ C34 C4 G4 CL C2 _C3 C_q CS CL 7„��f",i C6 CS 012SMS W/2"EYEWAU. 43 16.0"16.0" 9.5' 11.5"ib.p"16.0"f4.tl" 6.D" 8,0" 14.5" 7.5" 3.5" S.S" 22.5' ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9.0" 16,0"16.0`.9.5" 4,5" 6,5" 16.0111.5"16,0" 3.0' 4.S" 8.5" --�^ 62 16.0"13.0" 5.5" 7.5" 36.0"14.5" 7.5" 3.5" S.S" 12.041111.596.0"13.0" 4.S" 8.5" 70 16.0"10.5' S.0" 6.5'_16.01,12.5• b.5" 3.0" 4.5" 9.0" i1S" 6,0" 3_:-0" 4.6" 8.5" ANCHOR NOTES:SEE SHEET 100 11.5" 6.D" 3.0" q.5" 8.5" 11.5" 6.p" 3.0" 4,S" SS" lis, 6.0" 3,0" 4.5" 0.S" L9 FOR ANCHOR NOTE