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HomeMy WebLinkAboutProduct Approval fL ' N- I l}, SCIS Home ; Log In User Registration Hot Topic j Submit Surcharge i Stats&Facts ! Publications FBC Staff SCIS Site Map Links Search • (^flu ,.�: �_ Product Approval fiqiCc-, '.USER:Public User g Product Approval Menu>Product or Application Search>Application List>Application Detail FL* FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived .� Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-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 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. 'J Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R5 COI Indepl.pdf FL13757 R5 COI Indep2.pdf FL13757 R6 COT 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 I i OA Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6'Eouiv Eouivl.pdf FL13757 R6 Ecuiv Equiv2.odf FL13757 R6 Fatly Eouiv3.adf 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 R5 II Dwol.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0D46549 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.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 Dwci2.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 Isackl Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida,::privacy Statement::Pccesslblllty Statement::Refund Statement Under Florida law,small 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 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 emalls provided may be used for official oommunimtlon 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 tem. Product Approval Accepts: MICIFORES • Credit Card • Safe . .. • -,• . , . . . . . . 6..8 STREAMLINE SHUTTER ,,,,..?. \-,',.,1,.--..4,--.77---------- ' FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: . ,11• , . PE004650, :• ,) 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING . ' . . i:*i No , • - ___. CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE * ;*..--. ZONE,AND THE INTERNATIoNAL.BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE ' UNLIMLTED WIDTH = -73•• . LOce.7:. lg. (RC).THIS SYSTEM MEETS MISSILE LEVEL"D"ANID INCLUDES ESSENTIAL FACILITIES AS DEFINED IN . ASTM 51996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I SECTION 5.0. .. STATE or 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ' .' A-, .. DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -••• &•-•••••orimI•.••• , iu„,1 x .. ,., •.... .. il ... ---- - REQUIREMENTS AS.DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 11 1 11,,,,:ulpi iA/#1,ia-€.0,V40 6 nuicf ;t2 ib i 1 I FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN- - - - _ . ._ PRESSURE CAPACITY VALUES USTED HEREIN FOR AM, ASSEMBLY AS SHOWN. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E113.86/E19961E330. 111111110111. , 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REWIRED FOR ALL WIND I I W or, r. 111 • ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL 1 I PLAN VIEW i 'li- tilo[alzM CRITERIA IS INDEPENDENTLY ADOPTED 13Y THE AUTHORITY HAVING JURISDICTION. ,Tux i re 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 ti fa a i '4 0 DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR ' '1,4- WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Nd=0.85 SHALL BE USED. Pl' z . r1 B. 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 IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER F'' h . • t 1 I V)M i . la'N • 10. 51015-23 OF DIOOCRUMWITDSMAITRIVA181IE-EC-POD6 APPUED BY THE CONTRACTOR PROVIDED THE 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 0 ;:::, "i . . . 0,..,t,V Q;•••; ,.. THE STRUCTURAL SUBSTRATES DETAILED HEREIN. .o,_19e 11. 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 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 DEVIATI0 ,N.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM HURRICANE PROTECTION . . . I I 1 LOCKING MECHANISM,SEE TYPICAL FLANVIEWS I - 2 5 .-,, -1:13 5 g i BOTTOM ' -g TRACK . ,. 1 I 4 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION . a 4,k FORT LAUDERDALE,FL MISSILE LEVEL D-ASTM E1886„E1996&E330 0 SHUTTER ELEVATION i TAS 20_4 202&2E13 • R FLORIDA PRODUcT APPROVAL. TABLE 2: NUMBER N.T.S. EXTERIOR EIEV El4 3 1 g 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U,O.N.,WITH A MINIMUM Fy OF 25 K.S.I. . gr 15. AU,BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS ' MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4'0 OR 3/1613 5052 , ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-,,HVHZ ESSENTIAL BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. . FACILITIES Iiiiiill 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 30'ABOVE 21. .ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. spAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIoNs . GRADE GRADE 5 30'ABOVE >30'ABOVE GRADE GRADE . h I yag 21 1 tedeil 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. i 23. SEALANT SHAU.BE USED ON ANCHORS OR.TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1.6/8" 2-3/8" 1-5/8" g, ti TABLE 1: 99" 3-1/2" 1-7/8' 3-563' 1-7/8" ' igf1 K i TABLE I NOTES: 120" 4-118' r 4-114" 2' V gi 11 ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' 2" 5" 2 • IiiMillb i SHUTTER SPAN SCHEDULE'ABOVE ARE i SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: I. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 4.a0 0, AT EACH RESPECTIVE SHU I Ib(SPAN. , 2. NON•HVHZ:DEFINED AS AU.LOCATIONS OTHER THAN MIAT41•DADE COUNTY AND BROWARD COUNTY -opprommuoimopt PosiTivE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLORIDA. SHUTTER OESION , DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 1 si2A_Li PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,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". %IL ' • I-, IP DERRIEINNI Wan (Pan SPAN SHALL BE USED. . 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE FiVHZ WITH SPANS LESS THAN 30'SHAH. • • . . .. 1 72' 100 100 . HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,MID 1-5/B'WHEN>30' . .70 70 BE' ABOVE GRADE. 7 . 5. UNEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE - 11 t 120" 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, . . 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM C1-1 _ 40 E1996-09. I ------- . . . : • ````"K`,Irlrr7% OL EE HAAFo,P` PROJECTION VARIES ,s‘' p.N.••• :1- 2,874' , 4.874"MAX. 4 ���•1 }-0.115' A, �y_B 0.062" 0.450' 0 0.080• _*t 0 PEOD46ggJ - Y §--0,125" 1 830" I 0.062" rh, _X i * r __ , 1:708"- -0.100• }-' 1.708" 0.100" n --T- j 0.080" 0.063' -O ' * '0 n ri 0.195" r 0.195" 0.096' 1 _ VA". 0.070' H 0.060" 1 2.820' ��••• .c7ATC Op .moi .} - raj----�( -I •�_ 0.125"1 •r ^ 0.630" V -'�_ ti 0.630' -f-�{ 0.062"�y 1.993"� 1.900 Z' / �ORIDA 4 FPh E m °Mr 0.062' - - G N 0.630" -f I 0.630• (lj L 0.143' -I-1r- �}:::I 11v� ` VI ig �r 1 --/ __l_'+ -1.069"-} } 0.971" }0.971"-} 0.143' i "--U-T-1!^ lin I I I11'II �N I L 0.200" 1-1.069" II 0.062" 00' it 10 i 0• ...6r11 0.630" + 0-fi30" LLL �7 aUa a 3 Y1.069" 0.062 x1.069"-I �.�' 0.06:'L'; 1 ✓" 0.062 ': E g=m Z$ SUPPORT LEG OPTIONAL \\}-1.069"-i D.062� 1-1.069"- 0.062'�00" ui} iry9 lig 5.745•MAX. ~"le --5.745"MAX. I N _ a O WALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADERLJLL O LITE HEADER/SILL '' w A S SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE lid ti 0 6.1 WHERE SHOWN,SCREW BOSSES ry B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS - FFFnnn -0.074-1- F •0.074"}- 2.655" 0.675• �-2.195" �}---.0.510' 2.195" 1.230'- ' - . 0" 0.00 ���FF�L�,` 1r1229 1 ��� -7111- IIT 1.7�Iv11;r 'n Q0.7 �• ` i I i �; J : I. 2.362• I 1`i ui ---2.655'. I,j II Oj �� • �i f.I I, " �, 1' ; � ii M o 1.0.105 £i! n �I-: __._ 4.64• m. 1.069� .J - ri I I : 0 !� r�:• 1i-N-1 �1 I 21.069:f_1"1. 'Y7.831' ,O rii_i __= fn n "�'-1 _-'1 _ �- I4.510' I P i • J' 7^)� G' O.lOs'J _=t---"I �I 1.069•- - �0.1os• 1--.---- IT ^ :I j 0.077 n� v.. 0.075" N 35 o 0.105" I 1------7'.'---'• __-____ - - 1 Il _4.510' _ .--. _- e I0.761'4 �t --L `_-- �_ 0.07" NOTE:TESTED THICKNESS OF @ - 4.510" �-3.506" 4 BARE METAL W/O PAINT IS 0.039' °ryI a SILL ® SILL ADAPTER O EXTENDED SILL 1O EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE a R 7. 7 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Extol SCALE_HALF SIZE F R 0.477" d d@��fi 1 OABO'1 r_ 1.570' 0510" d¢ ini 9 0.143" 0.143" t- •yL_-�}F_-�I{-0.590" 0.341•-i t-1.069f'-' 0.070' 0.245" O • 1.708" 0.143• 0.096. 1 � J 0.060'-{IT e 1 i 15" _-I( 0.080"-- - 0.117' Q e R 4.753" I� $$ { 0.090"�ry 1.0i1 096" a /'% e H ��pn 4.510• } _ 1 1 a.1s0• _ n i o.DBo 1� y o.oeo•I glIM0044" 0.227' 0.682' }0.630' 0.060"+ \l I .11; WPII I1 FEMKLLe1V/oDEP "'1T---'1I I 10.693" SS 15-2339 NOTE:THICKNESS OF BARE 2.822" I--1.625"-} } 1 0.420" SCAM - i - - 4W METAL W/O PAINT IS 0.039" MRKISMILECISSI 15 6.8 STREAMLINE STACK @ RADIUS CEILING HEADER/SILL @ 6.8 STARTER 0 WALL SILL CLIP 18b WALL SILL A SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE 19'9 - ' FRANx L BENNM00 P.E 1`11111111c.f.i.:, /P10946149 R'� �i `4� /�}-0.125" 0.610" STAINLESS STEEL I r INYLON WASHER OR � L7 //rl..950" " _ i.4 0' II I! ALUMINUM . �•.D.•,... - � ��_ .jII(_. `ASSEMBLY I �I-0.�Q50° 0.357" -!f;':f''NO �• 1 �-+-lit 0320"0 HOLE o % 111��11 0.276'---( b 1'Fp ';73 \ y.R o z �6� -#10 x 2-3/4"410 Ffl'S.S. I =--.3; X654 '� x+ - 0.591° F 0.890 NYLON ri$ v� ��� a INSERTS SCREW W/TC VLTTUICOTE T • ( _ ; 1F „(]- � 0.05b" I WHEEL ..o f.....4._._40120INTO COATING T --O: CJ- p N N 1 TRACK (TYP TOP&BOTTOM) .0.062" 1 C,•'. STq : - . I 1.100"-f}-0.240" i(JI'••."� T_Ox- mQ$_ .11- _I • NYLON BUSHING W/WASHER: A' '• ?IDA w Qgg $ 0.870" ll 0.750° 0.154"� 0.137' ///N \� - R TYSI AT EVERY OTHERI 7/16"p x 1/2'@ INTERIOR JOINT TOP /C) 07 �_-__ 5• }_ -INSIDE 301Ni AT TOP. 7/16"0 x 1"@ 1NTERIOR301NT BOTTOM - 7/AL ENG tl"tll �aW•^ _ --- CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /111111111117_ ANGLE - HOUSING-ZINC DICAST,POWOER COATED 7 19 CIROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT GP, ga xb SCALE HALF SIZE SCALE.,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE - SCALE:HALF SIZE z �w9 �� •OR KEY/THUMB TURN OPERATED INSIDE. - W DN f }o.zso" @ BRASS PUSH LOCK D � SCALE:HALF SIZE • . N bx 90.155" . 1.978" 2.125' �1 f Sp f RD.500• 4.000" 0,236" -"-_1.742• 0.286" 1.603" -. II --1.710" -1.224"-- 0.267' R • 0.500° 0.623" '1 N R `> 0.531" 0.531"4 (yR'¢� $ 0.790" 0.090" '0.319" 26 F. N 0.064" N c i 0.2 ' i o • 2.250". I o, .1 o d6- - p ,n . 0.250' -- o o 0 607" --7.- ,I 0.607• 8. • W N r 0.118' .t 1-0.224" 0.239"- }'' t " 4 .1: T N T.. ��Q N ri. - r1.1 I II I 0.060" 0.496" I 1-1-. 0.240" :ti IL .1..,-; I •�-' IS$�--2.750"--y 2.000"-__'1 1.758"'�Tla' I I ~ ,,,..11. li 27 RAINGUARU L8 DECORATIVE FLOOR TRACI< 3.476" ' ' 1 0.240" SCALE-HALF SIZE SCALE IIALF SIZE 0.160"- 1.001 10.062'0,062' 0.222"1 r0.062" �-0.176' • �2-4. 30 UNISCALL HALFTE SIZE 31 5 ALE•FMALE BIAOX LF SIZE TER 32 SCALELHALLFE OX SIZEENTER F =Q. �I-0.062' '', - g . 5.500'x 13116"WIDE- }-{0.400' ammitm ` :LOc• ' /^l 7/1610 STAINLESS IO I 'A 1 7.167• - STEEL NUT �'j R L L L-J •�- . . . 1.0h; N ■ 0.125' if 'T- 30 � � C.I t.%oa O.�I• 0,438„ 0.180" ��x. 5/16-1891 MACHINE SCREW ".,., . d L� -I _ . INTERNAL STAINLESS STEEL 70.121• NP. 5/16'0 L} 4.500' } f 0.689" POWDER COATED,ZINC DIE-[1157 THREAD r1 I 11E111/10 S SECTION A HEADSTI'LEVARITS "':. 4_ l.oso'� y 4 OTLLTA MODEL yp/2 3g T-LOCK ADAPTER 3'/ T--SCREW INSERT 0 THUMB SCREW - �, Ij:;, a>d��9 se6 INbUSiRIAL SYSTEMS •(OPTIONAL) SCALE-FULL SIZE SCALE:FULL SIZE '$ I-rj`0.254" E.9(..9- (-9 i 35 BOX LOCK SCALE:HALF SIZE • 14 ''I 0.319 FND STRIP 1" 1 1�i ii i! SCALE.HALF SIZE {__-.Z,001"� 1 2" & 3" EXT �� 1.625°1 }-1.500"-} 0.125--j ... - TT-0.125'SCALE: HALF SIZE hag - 0.00.150' O.U93"7-J 0.125" •IkINg0 13 ci • 0.095" J r ® t19 c o •-0.125' oWrtegOrwvRLmMYooRE 0.250•- -o n $,`0.093' 15-2339 Dass" -, j • roeeaumor6 _ 1 l - 7.000' ---'� 20 ALT. 1" END STRIP 0 1.5"x3°x0.093" ANGLE 0 2°x3"x0.125" ANGLE • Il w 39 2X7 ANGLE - SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE I 1,M111647/90.4146.1) ANY ANCHOR PER ANCHOR EDGE 1-----T' �• '�.11 "1^�,4./ SCHEDULE@ 10"O.C. EXISTING DIST, ` L :+�7'i��"� 1r GLAZING .—,� I 1 SEE END E FOR'L�'' " ` 1 to „L SCHEDULE RIF rvlA, No"E004•••• '• �� A ANGLE. EMBED-- SPAN WHEN USIAG: .7T- LEG D RECITON IP,I 20"40a,40b SR.aDp (INTERIOR) / / 1/4• OR 6.8 STARp�, a H �_ I� p� ! L - N 0„p EMBED.I - (+I 4 7C 0 ._,-.,-.,....__,_-.-..T., IMAX. WITH 21 OR 25x1.0 Fr o .'f _ Oi MIIINIIIIIIIIIMIMMIIIMIR1► MIN.0.062"THICK 6063-T6 ALUM. �i/C��+..1 ` L" _� ANGLE 1"x 1"MIN.TO 2"x 5"MAX. S� - I 21® ////S/O %4 E.. i 1 EDGEr =. -. (ANGLE LEG MAY BE REVERSED) l�If FASTEN ANGLE TO TRACK W/ ///I,g, ilium:, DIST. - 0 ANY ANCHOR PER ANCHOR ` (2)IF 10x1 SCREWS AT �>QQ �©� � ICORNER,TOP&BOTTOM;AND U1 rag W �� 7��. f�� / Naw SCHEDULE 1B"O.G ATTACH TO 6.8 STARTER W/ O 13 / :"- #12x 1/2"GALVANIZED OR Zt1,I® .7 3� 13 / 812 x 1/2"GALVANIZED OR 5.5.SMS, S.S.EMS 3/16"0 ALUM.POP pJ9 it 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W" z 6.80"(TYP.I_ USE(1)BRASS PUSH LOCK OR(1) ' MACHINE BOLT 8 NIDI' 18"o.c. • ALTERNATE END STRIP DAIL BOLT NUT 18"D.c. I 3 EXTERIOR) 5/16-18�i UMB SCREW INTO THREADED WITH 6.8 S IAR TER AND ANGLE _ In W' f, ( INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ r/,,/� O y� FROM SOTT(TOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 111 .,s,' m TYPICAL PLAN VIEW HOLE SHALL BE 3/0.14AX WIDTH,UP TO PEE BPAfi 6 SCALE 3"=1'-0" 1"HEIGHT. 1'13/0(2.71 82 ,OB• N 112 wr USE(1)BRASS PUSH LOCK 132 76" OR 111 5116-18 THUMB LOCKING DETAILS FOR 2'BIO(3.7') 02 95" SEE END STRIP SCREW IOD THREADED • CENTER MgTES ; SCHEDULE FOR MAX. 'F�S d INSERT 37 AT 1/3 SPAN BOTTOM NO HOSHUTTER E SH ARIL BE SHOWN ON RANDOM SPAN WHEN USING 3u 13 DETAILS 3'BIO(4.7) ii_ �AIALO -' g 3N 0 AX. WITH 21 OR 25. Z 8 E!QST 2 k\IE40 ..`� /./ 20 112 81"c ,3z T6" gg ` '�J ...- .... 1.b'X3• 45 93' ��1•` X0093' 62 87" 3® __ oc. S. ® 2I . FASTEN STARTER 51 RIP 1 ;A (INSIDE) 84 .773., 3 TO TRACK w/121 fl1ox 1' SCREWS AT CORNER,TOP T E.BOTTOM of xoixs 62 i2e ALTERNATE END STRIP DETAIL N I O 6723" ANY TRACK W/SCREW L.�.r,,+ A _13 N 5 m I• _ _ 006044 2100", SCALE.3"=1'-0" BOSSES. i-1 d1 10 111• H z •a¢ 73 109' e W SILL L�4 FOR GREATER SPANS OR LOADS THAN 111 W SHOWN IN END STRIP SCHEDULE,END ;2:2:2 Q lid STRIPS REQUIRE A I'XI^.@T0 CUP ANGLE IF MID SPAN USING AIEY ANDIOR ONTIIEEXISTINGGLASS z t3ANCHOR SCHEDULE!/103/4'TEK 1vSCREW ORL9•LIBOLTTOENDSTRIP. --- 1Eill S�T owUSE(11 BRASS PUSH LOCK AAe USE 111 BRASS PUSH LOCKlip � ® <- (ITVSIDE)OR MI S/16-18 THUMB—.,�{ OR 111 5/16-18 TFIUMb c.:0,/,-(2.-3 ��a SCREW I O THREADED N� 1(- SCREW I O THREADED 30 a.- INSERT 37 AT TT SPAN SILL s!D S>? +I ==ip I . Za TO 2/3 AN FROM 1 Y5 INSERT 7 AT 1/3 SPAN (s TO TOS N FROM 4 a BOTTOM OF SHUTTER �L• El=111111.1MEEIME � g�q BOTTOM OF SHUTTER tilfriWk, (OUTSIDE_) .R1' HEIGHT. 3� - --` ffm ,RECEIVING HOLE SHALL BE _ _3/8"MAX WIDTH,UP T�TYPICAL OUTSIDE CURNER CLOSURE �����~ IlYNIr ® DETAILS WO/CORIJER POST ra .dr -11.1 iNg ��! �� VI I� 3v -- i�R NTS E_"� �® 'iller �p WPMeOORYtYLFBMVDDPL • ® ' I 31 ® ®® (OUTSIDE) 15-2339 R `-SILL USE III BOX LOCK AT 1/3 ICLKR0►11D7FII SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSUREb - 111 ® DETAILS WO/CORNER POST ell MULTIPLE SHUTTER ASSEMBLY NTS 1(50. SCALE.3'.=1'-0" Ai • '*4 • _ .. fink L BF1MM00,P.E., . Cl CONNECTION TYPE �5 Itg4oMf 77j%)/11"'4) REFERENCE ANCHOR EXISTING HOST .. . SCI•IEDULE FOR MAX. STRUCTURE 1�1 '/esstt SPACING �'• 0 i °4�: 06e" 7 r� :,1 T MAX. •' - i� `� C1. •CONNECTION TYPE ,(�1/4-20 MACHINE BOLT ♦ ;` N. REFERENCE ANCHOR.' 1/2""®� X W/NUT Col 12"O E OR = /• NO• I,.... i7 - /:; \ SCHEDULE FOR MAX 'g r1/2" 114 SMS @ 6"0 C F.* : _ SPACING / (TYP.TOP&BOT TOED _�/ E9 oN . 2 FASTENERS ALUM. TUBE t \ AT _ frill '� 0t'•, 637'0• m .!; 8063-16 ALLOY •'r I EACH ANGLE - SEE.TART F A FOR SIZE. o"'I ' l!! .:J R/ •J �. _ �,- 1"i 2"x 1/8" I/ ` ALTERNATE THRU BOLT °m // 1 �ti1-��{ OR 2"x 2"z 1/B'• II C1 CONNECTION TYPE IT D (I MII 117L' -1 r I . MN.GLASS 0: _ /A I F< a L _ REFERENCE ANCHOR S. w O r. Za W ALUM.ANGLE1 l SCHF.ONI.E FOR MAX f7 SEPARATION 13 ,-u _• Z I t m I) 'I SPACING PER TABLE 2 / r d ® 117----1 _Trio THREE 3/16"0 ALUM. Mar I I III GLASS n f. l m m • "+9�t z POP RIVE TS OR of �� Cd••"•' I�� I �1ttt O.0- /b. W .' THREE 012 SMS,TYP f OR DOOR—II '�T y,'''..I- G0' 3/16"-ALUM.POP I / u 11 T, 11- rah B IT RIVET OR 012 5MS I%� f , ID TABLE A(cc3) Ca 10"D.C.(TYP) A(r�Ng1 `• S OR(}6��}OR Lu ~ PRESSURE VS ALLON/ABLE LEND 11 • �'• _ w31- �� - _\YISJ"0"lJ` J v' IY • re,* Tag" MAY USE MALE OR - ❑_ , - R �1 PSF NB B/� FEMALE LOCK-SLAT _ • w° __ - `17 ALTERNATE THP.0 BOLT - -- I PI X1/4"MAX FROM PIN 53 13D' 166' 13 C5 CONNECTION TYPE. _'1', '` Y GUIDE TO BUSHING CI CONNECTION TYPE 1,,._I -- WASHER(TYP.) tri'ird 71 124' 179' ® TYPICAL CORNER CLOSURE DETAILS REFERENCE.ANCHOR REFERENCE ANCHO"._ SCHEDULE FOR MAX SCHEDULE FOR MAX. : SSS 19 82 119' 172• NTS SPACING ...�-+ I a 92 114' 167 -777$$,, __Iji/ 14x3/4"SMS)9"OC y R'�' ANGLE TO TUBE CONNECTION 'VIP, (,' 102 110" 160' `Fj — 2"x2"x 125" �,e Ti 120 104' 197 TABLEB(ccl) EXISTING HOST EMBED. 6063-T6 ALUM TUBE - 0=1 IB 150 9T 131' STRUCTUREC5 _FFFFe88 {$T 1a2. NO' 119" PRESSURE VS ALLOWABLE LENE3IG111 EDGE DISTANCE REFERENCE IANCHOR POP W UBO' ?NZ SCHEDULE FOR MAX S B11 4�/�O SPACING • 5 m o • 6Z 117' 166" FASTENER 0)18"O C. \ E S 3 72 - 107 1ST (USE ANY ANCHOR SHOWN C�ALTERNATE BUILD OUT MOUIIT SECTION a 02 101• 447 IN ANCHOR SCHEDULE). SCALE 3"=1'-0" m 92 9S" L 1 M�r. trair it NM W rui 100 II .�® W u F--ten 3/16 RIVET OR rill SMS " 090"6063-T6 1114 GLASS 13 i 'A I- n7s7- d 16"O.C. OR 1/4-21) ALUM TUBE TYP. R TABLE1D u1 Z a Ij;� II u � NUI &BOLT(TYP,). 3/16"- ALUM.POP GLASS 2 Q u a Q °S ALUM. TUBE I`", RIVET OR 012'SMS . Z OR DOOR DR,I- a06� ff6065-7G ALLOYLID 1B"O.C.ITYP.) L n 111111111- c to ¢ V�ISEE 7ABLF B FOR SIZE. • 2"x 5"x 1/e" _"___ �( 2 FASTENERS x ALUMIINUM US ANGLE . 5r! &I. .EACH ANGLE ALUMINUM ANGLE � Yq t'x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE ' - 1I 'THREE 3/16"m ALUM r�o>m Iq ALUM.ANGLE,TYP j'—iI o POP RIVETS OR 1 ORIENTATION TYP. -- I - ° ®i II. qb ��t: THREE 012 SMS,TYP w Q t �' ■,_I m " E�� 4 CONNECTION TYPE $ g 12 `I a , 1.•x2"x1/0" .. a1 I- rya tl OR 2"x 2"z 1/B" ' --.; ,. ,I I`I ' REFERENCE ANCHOR °1¢� ��l'p 0 ALUM.ANGLE �`' �`'" SCHEDULE FOR MAX k l H SPACING WPTIKTRI6N1ILIBq'RWI. -USE MALE OR FEMALE �` - .- � --EXISTING CONCRETE. LDEK-SLAT ��•. 15-2339 ® F: e BLOCK OR WOOD/FRAMING . SCAM I - (OUTSIDE) CE INSIDE SILL MOUNT SECTION SA°Eo®CQm�'t 8412 x 1/2"GALVANIZED SCALE:3"=1'-0".• - TYPICAL CORNER CLOSURE DETAILS • OR S.S.5M5, - ALUM' SIDE CLOSURE OPTIONS POP RIVET,ORR 1/4 1/4-20 U 11 NTS MACHINE BOLT&NUT SCALE:3"=1'-0" - 010"O.0 • FRANK L.PENNARDprRE, • C5 CONNECTION TYPE - Tr,'1412 �.1, Z . •REFERENCE ANCHOR EXISTING { SCHEDULE FOR IIAX w 0> SPACING STRUCTURE `�► �I%�i• �Ei a GLASS ,55 r.,, GLASS . �w CI CONNECTION TYPE 5"MAY.. /--114-20 MACHINE 801.1 Y . 1 / Cul 12"D.0 E1�214 -'• J OR DOOR I F u u r OR 00014--• w r REFERENCE ANCHOR W/NUT ••C) � >>I SCHEDULE FOR MAX. =4Z ry12D' - 19 814 5M5@ 6"OC' NoPFD01661fl ' L w • MN ) ww SPACING �• 1!2" - 1_1YP TOP S BOT T6FII �I MIN ® VI N N IIU • CLASS N z u m �� _.D �+ ''.4 n:�" 1/4"-20 THRU BOLT W/ CLASS X 0] EPARATIO �'-N a �x.T /Z" 1� i1 T Z •I " •EPARATIO' a=¢a 4414x1/Z"51d5@12"0C ' l LOCK NUT LIQ 12"0 C OR r'�1- OR 3/16"0 ALUM POP PER 4_,• "1 i� - :0,t,•'_ 'Tt ' • •• 2f;'.Li 112 x 1/2.5M5 @ 12"0.0.E.S. PER 17 r TABLE 7 n O 0 5 OR 6 OR ra r 1 w OR 3/16"TI ALUM.POP 1'nOLE2 w RIVETS(ul 6"O.C. OR 1/4"d S J O , ,900R10.2/ 0R r6 ��C� '•-�144 �. 1n RIVETS @ 6"0.0 E.S. 2 ALUM.POP RIVETS @ 12-O,C, a e..3 5 //sL'' TIt i,: �e 1R 1/4"m ALUM.POP RIVETS �r� _ N it ANO 3O I1r �.���.1� ./ ° �` @ 12"O.C.E.S. - I 1_ ,�' ASSE HELY ��1' 1/4"HAX.FROM PIIJ A MN.GLASS u.10.1,--r w /lll,I j,1 'F>V AY 1 a 1/4"MAX.FROM PIN �, Y S —"-- SEPARATION 9 AND 10 1 GUIDE TU BUSHING 1/2"TYP. GUIDE TO BUSHING ® w» -z� O G GI w `� �- WASHER PERTABLE2 _ ' r� L- ' � 9 ,�� ASSEMBLY WASHER ITYP.I `� > tiw ] I� 1/2'TYP EXISTING CONCRETE. m I 'a GLASS I IF Zum ��•gHw g I4 L�,..•_,.. �� � '— BLOCK OR WOOD FRAMING w ,' J CONNECTION) TYPE OR DOOR 1 N I:f O N a ? �� +�' REFERENCE ANCHOR I- ' X2O-F- II�� Ca8 m ,A ,,. �►'G ,%E�, SCHEDULE FUR FIAX E oA. � 0IW0.a°�m —CA CONNECTION TYPE ry / , REFERENCE ANCHOR SPACING `", wN I 1D('] / HEDULE FOR MAX. - � � SPACNG AS SHOWN a ` ~a-- • IYILs�J --CJ CONNECTION TYPEIN DIAGRAM ON PG.9 i� ,- ''!5 DR60RREFERENCE ANCfiOREXISTING CONCRETE, w oO• 6 ' �— -4 n ( � " SPACI SCHEDULE FOR FASTENER BLOCK OR WOOD FRAMING !^� i_.1 x - l/- MAx.FROM PRI / \ ____M@ LOCATION.FRONT AND CI CONNECTION TYPE gi /2 _ GUIDE TO BUSHING ! I . Ifl'FIAX FROM BACK ANCHORS NOT RE❑'D Og INSIDE MOUNT SECTION REFERENCE ANCHOR : 1/2" "' WASHER(TYP.I' mop WITH THIS LOCATION SCALE,3">;1'-0" SPACSCHEINGE FUR MAX. '—.1::1 J te `� PIIJ GUIDE TO19w��411 �•• BUSHING WASHER O INSIDE MOUNT SECTION 4 5 CONNECTION TYPE 2g$G+ `Q, ii— �— ITYP.I REFERENCE ANCHOR F .7 SCALE:3"=1'-0" uJ SCHEDULE FOR MAX. a#S EXISTING CONCRETE, E SPACING 5.n O M \ ,_ / BLOCK OR WOOD FRAMI EMBED. .21'-i' _1`' CD BUILD OUT MOUNT SECTION -13'6 °I TM O EXISTING CONCRETE, SCALE 3_=1'-0" m BLOCK.OR WOOD FRAMING 9 E r 1y NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET EDGE DIST EXISTING *g THE BASE TRACK MAY tlE INSTALLED IN SECTIONS /� 4 REFERENCE C'IIUN TYPE STRUCTURE WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS d , REFERENCE ANCHOR EMBED 5 CONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR Max !Q mI t REFERENCE ANCHOR • ,a 13 USED WITHD 12"LONG.THE SILL MUST THE BASE TRACK CEILING TRACK W_I, � SPACING , SCHEDULE FUR MAX � DVER E GAPS BETWEEN SEC TIONS.E CONTINUOUS rill, ��l S/P�A.CING '� 01- rIJ 4:-EW n M II 1( 1/2" l @IRO li w • a r }5I1!_ f1 GLASS w w O j III If 1 e OR DOOR ' ruN 7 P -"�1�'_-' J1 a ' GLASS 2�� rail Willi[p Cy `w w R 12 r.1/2"SMS 03 12" EPARATIO 111111 I IIt 1 = N j I, W Ll w O C y 4 �? U.C.OR 3/t6@ ALUM, PER m 'Z�C II �� -Iy_w aP HD i PUP RIVE TS 6"0.0 • TAULE.2 ! ON IT I O� 1-_-17;',O� •02F' GLASS OR [g7q y .to w w OR 1/4"0 ALUM.POP I a n'¢ DOOR MN.GLA ,• 2=Z "I 41 ii G If9N GLASS ® = `'=,,� RIVETS@12"OC. r OaPRq ' 'AV DIOrt SEPARATION _ ,"t1,-O N a ,. _ _ u u, PER TABLE 2 Q W.G F PER TABLE Z X Z z�- 1/4-205.5.MACHINE & IR I awoy OAND O '• III illlir LJON SCREWS NUT @ II�. F w, ASSEMBLY 1/2_ 1/4"MAX FROM PIN c 12"0C, a ! 'jr GUIDE TO TYP.I IJG _ r11 Et a `� , Mr, WASHER ITYP,1 w !r 1� GLASS I 'IN-.. --- o + _ e OR DOOR f �' �X(� 1/4"MAX.FROM PIN w r ILII Ilr rA N w o 1/a"MAX.FROM PIN_ Y 'p GUIDE IU BUSHING �'� •� '4 CONNECTION TYPE ��1/2" GUIDE TO BUS HIMG K ©6 = WASHER(TYP I '�/� �E , REFERENCE ANCHOR Q WASHER ITYP) F� �(R EXIST ING CU NCRET E, ' SCHEDULE FOR HAX ry T ^' / / �/� 0710RRNM(LIBILICOM BLOCK OR WOOD IS: A5 SHOWW EXISTING CONCRETE. 2 CONNECTION TYPE FOAMING 4 CONNECTION TYPE IN DIAGRAM ON pG 9 REFERENCE ANCHOR 15-2339 ./ OR / ■'� BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. It'''?x 3"x 1/4"CONT I P �_� — 3 CONNECTION TYPE 4412 x 1/2"SMS @ 1?" SCHEDULE FOR MAX SPACING E� 063-TIS ALUM.ANGLE REFERENCE ANCHORSPACING ALT.FASTENER, NAGE OIiWDFEON'J O.C.ORIETS"0 ALUM, LOCATION FRONT ANL) EXISTING CONCRETE, AY BE REVERSED '/ / , SCHEDULE FOR MAX, POP RIVETS @ 6"O.C. BLOCK OR WOOD FRAMIIJG VIS SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THISII'NG te RS NOT : D I�l L. RIVETS @ 12"0C. D WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE I 3"= 1'-0" SCALE,3 1'-0" SECTION 4 SCALE:3"= 1' 0" • t `w1 a ,��pp6Aryffx L BLNNMDO,P.E., HN GLASS 1111 y{Tp0'4;59 ;,i.,?1 GLASS SEPARATON z j - �` '�-' -' OR DOOR PER TAM C2 in - -p� Cyy �•y♦r�" SI "!""•• ..•-`��"•fi• 4 m� ' DOORS OR 14./ ••Q ` C.- Y =u e GLASS OR M'N GLA55 �(- ,n W a • DOOR SEPARATION -7/ • N �I X IA to K W PER TABLE 2 - --7.7a•' PPS /I a= MN[ L:ñ ] Ill AW -:-.4: STAT[ L F. _ Kw w~ IS-- ----- _ . . N =0w 11 X woN a£ JO GBNSR ' �I • SPACING .. I t ?s(,"P1 E / r 250" r N r6L - •0".'411 III Two 1/4"m W000 P '1----.1 WI• �_ b0 .. LAG SCREWS @ 24•• 171 C4 CONNECTION TYPE �• 250•• ow 0 C MAX WITH 2" REFERENCE ANCHOR / _. �'. _ THREADED PENETRATION 0 I� SCHEDULE FOR MAX /w ; '-' "T"INTO CENTER OF 2X STUDS /S IIj 4 SPACING W:,Tyc j.11 • ry EMB."T• •14 SMS @ MIOSP AN BETWEEN / I �/ / STUDS FOR TRACK 70 1"x 4" / • / EXISTING HOST STRUCTURE - TUCC PLYWOOD 8 IME063-CONNECTION r STUCCO FINISH 1••x 4"x.125" 6063-T6 ALUM.TUBE rr,1 glig P • (,DECORATIVE FLUUR TRACK DETAIL U WALL MOUNT SILL DETAIL � THIS DETAIL TO BE USED WHEN STUD SPACING `� SCALE:3"=1'-0'• v• SCALE:3 1'-0'" �.Irll� EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. !�E r N O WALL MOUNT SECTION THIS DETAIL MAY = , o , C ALSO BE USED a z@ AT TOP SCALE, 0 .4110 mE1 tg a K o 7 ACCORDION SHUTTER w • w . g E PER PRODUCT APPROVAL F i -GLASS r o MN GLA55 OR DOOR I- _ SEPARATION 13 0 :^ rL� . M I' PER TABLET N I EXISTING WOOD IG=0.421 4 ' N APPLICABLE AT TOP X z TRUSS OR RAFTER X 4 •@ 24"MAX.U.C. -1/2.1-I/2" n AND/OR BOTTOM E ix a s S'OR 3" £ in E XISTINGFINISI1IPPF I . I:, MATERIAL' A G it I .Ij,4 ,.-I 5 6 - it., 1' �-1/4"MAXFROMPIH GUIDE 2"x 5"x 1/0"6063-T6 • III I Al II ii ¢I ri! 83 I/2"MIN•- Cn� TO BUSHING WASHER ITYP I ALUM.ANGLE W/THREE rX3"xSB"xCONTINUOUS OR �- x-2.175" V 16 �n 1/4"TILE ITYPI 1/4'"m WOOD LAG `I' I i' W s - r.. FINISH MATERIAL SCREWS WITH 2-3/4" I lid �A4 Y x 2"x Ye"x CONTINUOUS ty:{. t..y............• ! 6061-T6 ALUMINUM ANGLE """ •:�"""""�""""""""""""- 3/4•'P1' " ° P MINIMUM THREADED WO - �'� I' EACH R."T•'IN WOOD @ [54; � 5 Q "�� 0.9•MIN.THICK 6061-16 ALUM TRACK ' ""'•"'„ fir 1/4"m A325 GRADE iHRU BOLT @ 7"O.0 EACH RAFTER OF TRUSS. I I II I [dill I 9 FASTENED TO ANGLE WITH I/4-20 DR 5/16"0 6325 GRADE THRU BOLT @ 12-D C 24"O.C.MAX WHERE 11K" , 1_ ANGLE FASTENED TO ...7 d, MACHINE SCREWS AT 3"FROM ENDS r � GAL V.OR S S ANGLE EXTENDS BEYOND BB EXISTING 3 KSI CONCRETE J w x Eai AND 9"O.C.FORTHE BALANCE LAST TRUSS MORE THAN HOST STRUCTURE WITH � 1/4"0 ELCO ULTRACON TO CONCRETE/Cf1U 6", EXTEND ANGLE TO � WO ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/1-1/4"MIN.EMB. NEXT TRUSS. w w>- 3"FROM ENDS AND 4 O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"m LAG SCREW L31 9"U.C.w/1-7/8" ;_w- tt S FOR BALANCE WITH I3 MIN EFIB. IN WOOD SG=0.4 2 TO 0.55. II -� NAW"' 1 i o ?~? li MIN EMBEDMENT AND 2'A" MAX.DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRE1E. 1J =F2vm �F �ie - P MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR '^L7 G'^Q WP1f7Bf1"FTRRL@19WFR STAGGERED WITH 3"MIN. MAX,DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEEX w o z 2•"x 5"x 1/8"CONT.. a a a 15-2339 SPACING,TYP. t52 P.S.F. ANCHOR SCIIEU. 4 ALUM ANGLE 16063-T6) £ Oa ' RASED ON TYPE OF v'^ PACE (- 2p BUILDOUT MOUNT STRUCTURE • I _ a rwaUD cUfmoer HO SCALE•NTS (MAX.DESIGN LOAD x 72 P 5 F) - 1 0 PASS THRU DETAIL • SCALE•3"=1'-0" TRUSS MOUNT SECTION '19SC ALF.•3••=1•-0" EXISTING HOSTALT.LEG DIRECTION • 11��COfA 6N9 1/r NrtD01 'E, ' STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN .S "..7/ 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 4..... :•F ,�%i, ROUND WINDOW :/- 2• SPACING,AND 3'MINIMUM EDGE DISTANCE `• EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY B / ` (00)._!_r, TOP OR BOTTOM I AX/ (2)6063-216 ALUMINUM I. � \ ANGLES PER BEAM END,SIZE _ h 0--0 6549 '0,J\ I - - - 1/2" PER SPAN TUBE SCHEDULE _*? I I ! EMBED.lirI _I SPANTUBEPER =- ,DIiIiIII ' DESIGN SCHEDULE x1/4-20 MACHINE BOLT W/NUT @ %O ' L E EDGE OF ACCORDION / ' /• SHUTTER BLADES �� 12"O.0 OR#14 x 3/4"SMS 6"O.C,3.5"MIN ■ 11I _ 1/zmAx. (I�"�I� I •I�I� 3"MIN f/ P� •J�_ J .1.-E, , nit>QO u= en- i Qm s . 3o F QW EDGE x x 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 P z ROUND WINDOW ASSEMBLY) EXISTING u SEPARATION 11111. O jLIJ MAXIMUM OF 3 WINDOWS GLASS OR • I TL, 1( C'c' /I1190III PER EVERY OTHER BLADE DOOR6.I ! - m o Ir�` N c I' 1 LIGHT-N-VIEW WINDOW _re, DISEDGE TANCE. �l 1/2 MAX II u 10 + N� O N.T.S. EXTERIOR ELEV m S .- ©6 ` 11 1'� ^� O O f ate. �te(E) �.I I -1/6"MAX.rROM PIN GUIDE 1� yf TO BUSHING WASHER IT TP I m ACCESS1/4-20 MACHINE BOLT W/NI1T 5n N HOLE 12"O.0 OR$14 x 3/4'SMS 6'O.C. N 2.875'0 HOLE TO '` --SPAN TUBE PER �w p RECEIVE ROUND EMOED. ' �F- DESIGN SCHEDULE po 37 WINDOW ASSEMBLY I 1/2• ��(2)6063-T6 ALUMINUM 6 f 8 . � AX, ANGLES PER BEAM END,SIZE 6 w_ EXISTING /. PER SPAN TUBE SCHEDULE .Z'i g y II HOST 1 4'0 THRU BOLTS SEE BEAM -m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -: 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM 666111 . SPACING,AND 3'MINIMUM EDGE DISTANCE �, E 0.125'- - 1-0.125' '�P -I•-0 032• 0.032"4j I MAX.DESIGN LOAD=*72 PSF (ID SPAN TUBE SECTION�- g0.196"�f //-- `\\ N.T.S. VERT SECTION p 4111061 ,= 3 Iger // \ SPAN TUBE SCHEDULE - h ' \ I ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE 1 ANCHORS PER TUBE &HITTER SPAN THRD-BOLTS ANGLE LENBTI d S ROUND SIZE SPAN -�- I WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP (BOTTOM Mill I ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE I TUBE d o -e 1 n Z'x6Y 80' 123.9' 135.2' 2 2 2 3 4' 77..- - @ e1 / _ 0.105' 86' 151.21 109.9" 2 2 3 3 T 8 q Isla i I • _ 123' 99.0• 94.4' 2 2 3 3 T I T 7 \ / •(11 \ 60' 1219.1 -167.0' --2 - 2-_2 -_-3 - 4' I-Y € i \ / 278k 0(C 114.5' iZa_P_ 2 2 3 3 _T_ T 1/ d&1. �B • e - `•-______---____- •-• / - \ 0.126' 123' 102.9' 109.8- 2 2 4 4 10" 10' 60' 138.0' 198.8' 2 Z 3 3 _7' g 140.188' ) 2kB� B6' 1227" 195.7' 2 2 3 4 77-- 10' gqqg p p 11, S 02.875' 03.250" 0.129' 123' 115.1 131.6' 2 3 4 9 10' 13' 8@ S pp';1 60_ 188.1' 2x0.0' 22 34 7' _10" iilY a.�•�/ 91670' 9B' 110.8'- 229.4' 2222 _3 --_4 8 10' 10" -, 2 T.T. 12121 LIGHT-N-VIEW WINDOW �/ +� +3221 203.1' 3 4 5 7 iT OOMMIIT8WSLE11YmOPL 29 N.T.S. 'BASIC PLASTICS SLX1431T-UL-94H6 •���� SPAN TUBE SCHEDULE NOTES: 1. USE 2"x3'01/4"OR 2'55"x1/4"ANGLES FOR 2545"A 2'X6"BEAMS. 15-2339 2. USE 2"%5'x1/4"ANGLES FOR 2"xB"&2"x111'BEAMS. IMAM - ) - Ir. _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAae ou.n NI 4. TOP 6 BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. 5. SPAN TUBES MAYBE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND O BLADE W/ ROUND WINDOW BELOW THE BEAM.HID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS. 199 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS . 8 N.T.S. • EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 NI ., • ANCHOR SCHEDULE: CONCRETE • FRANK I-BENNAA00 P.E. 1I I1 p P10016519 1,'1.. __ 2.5"MIN EDGE DISTANCE ,.J0I 1 G LOAD Spens Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ` A` 4/�r� 9 E ANCHOR CONN TYPE CONN TYPE CONN TYPE V • nJ\ O,"7"3YrJ'y r- S ( Cl Cl C3 C9 CS CL Cl Cl C4 CO Cl C2 Cl. C9 C5 -. it.' ,Q S 1/4'I7W TAPCON OR ELCORR53 16, _43_16.0"16.5'15.0"16.0.16.0"16,0"10,0" 9.0" 13,0"16.0"16.0" 9.5" 5.5" 9.5", 14.5" _* N°P0004.s1p ---1"----1"-_. 1 ULTCON WITH 1-3/4' - 16.0" 0"10,5,14.5.16.0"16,0"12.0" 70' 10.5"16,0"15,0" 7.5" 1.5" 7.5" 10_5" '�II11 • EMBED(3192p9 MIN CONC) 62 16.0"10.0" 9.5" 12.5"16.0'16.0" 9.5" 5.5" 8.5" 10.0"15_0" 7.5" 9.5" 7.5" 10.5" _"13 * lJ 0 N R->.n�nn" 70 16_0"13.0"I 7.0" 11.0"16.0"15.5" 0.0' 5,0" 7.5' 11.5"15,0" 7.5._4.E. 7.5" 10.5' Z • 'l.4 _ 100 19.0" 7.5" 4.5" 7.5' 10.9"15.0' 7.5' 4.5"-7.5" 10.5"15.0"7.5" 475" 7.5" 10.5" S IYP. 7 O COMBII4A TIOIQ Qom•, STATO0 i 0 COIgbINATIOIrY •,R 1 A ----- -------__-_1/4'-MILLENIUM.MILIFAST__ 43_16,0'16A"15,0.16.0116,0"16.0"16.0" 9,0" 13,5"16.0"16.0' Mr Sr Mr 13,5 i� CORID )• '' �1 ",ST, ( 110) s _ WITH 1.3/4"EMBED(3271-iii 53 10.e 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" -• - -r' i ts� •...... J MIS CONCRETE) 62 10.0"15.0" B.5"13.0"16.0"16,0" 0.5" 5,5" 9.0"- 13,5"13.5" 70_ 95" 7.5" 9.5" - F' ,��4 ANAL ^I�� : u j 1 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 9.0" 30.5"13:5" 7.0" 4.5" 77.5" 9,6" '_-- 7j 711111! Lt' ' ¢C _ lb 500_13.5" 7,0" 4.5' 7.5' 9.5" 13.6" 7.0" 4.5" 7.5 9.5" 13.5" 7,0" 4.5^7,5" 9.5" _ • I ( :p}yS6 W p INIIIMMINE 5/4'ELCO CRETEFID(554 43 16,0'10.0"16.0"16.0"16.0"16.6"16.0"13.5"36x"16.0"16,0"12.5" 4.0"" 13_0"36__0" Z Ft9 Ria Cs4 EpEpEp7S7S7S W/2'EMBED(3350051141N 53 16.0"16.0"16.0"16.0'16,0"16.0"16.0"10,0"15.5"16,0"16.0"10.0" 6,5" 11.o'14,0" �� w UN CONC) 62 16.0"16.0"12.5.16.0"06,0"16.0"12.5" 0.0" 13.0"16.0"16.0"10.0_6.5" 11,0"14.0" &IjS S � 1UMS5' 70- 56.0"16_0"10,5"16:0"15.0"16_0"10.5_' 7.r ILS'15,0"116,0"10_0" 6.5" 11.0'14.0" - it 016 eC ©5 e 100 16.0'10.5' 6.5" 11.0"14.0"16.0"10.0" 6.5' 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" ,17f7/ D W,61 _ _ ___ ' ____1"_MINEDGE DISTANCE _ NOTE "5"INDICATES ANCHOR SCHEDULE SPACING (L'• a0 C1 C2 © C9 CS C1 C2 C3 E4 C3 Cl CZ CJ C9 CS 1/4'ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 9.0" 16,0"16.0"16,0"'5,0" 5.5" 16.0"16.0".9.0" 30" 4.0" 14.0" SPACING•DIAGRAM FOR C2 & C4 CONNECTION TYPE: ULTRACON WITH 1-3/4' 53 16.0"15.0" 5.5" 6.S' 16.0"16.0"12.0"Y/ 9.5" 16.0"14.5" 7,5"fl,///l ,10.0" - C2 CONgECTION TYPE USING PIECE I WITH OUTSIDE n EMBED(3195061 MIN CONC) 62 16.0"15.5" 4.5", 5.5' 16.0"16.0L' 9.0" 4.0" 14.5"14.5" 7.5"� 1 10_0" C4 CHUBS ONLY I' - --- -• •- - C4 CONNECTION TYPE USING PIECE ®WITH P I 70 16,0'12,5" 4,D" 5,0" 16.0"15.0" 7,5" //� 11,0"14.5" 7.5",y,%"125,10.0. / ID,O" OUTSIDE ANCHORS ONLY :G{' Ill __ _ 100 14.5" 7.5" r L0.0"14.5 7.5'' 4 10.1"14.0" 7,5"'f/ ,30,0" - 1/4"MILLENIUMMIUFAST 43 16.0"16.0"11.0'13.5"16,0',16.0"13.0" 6.0 9955" 16.0"13.0_' 7,0" 4,0" 6.5" 10.5" 4 WITH 1.3/4•EMBED(3275061 53.16,0_'16.0"-9.0_ILO"16.0"16.0".9.0.5.0' 7.5" 16_0 10.5" 5,L, /5.5"_7,5" • ANCHOR NOTES: tt''n 5 MIN CONCRETE) 62 16.0"11.5" 6,0" 9.0' 16.0"13.5' 7.0" 4.0" 6.5 11.0"10.5" 5,5" ///S,5" 7,5" =ft-11 70 10,5 0,5" 5,5" 5.5" 16.0"10,5' 5-5"%� 5,5 7,5" 10100 55" 5.5"://5,4 5,5" 7.5" 1. SPANS AND E STORM SNEIfRTETEAR E FOR DETERMINING MICNIING LOADSONLYo+�j r� 100 10.5" 5.5"f/% 5.5"1 7.5" 10.5' S.5" / l{5.6" 7.5" 10.5" S.5" //t S.S" 7.5" 7,E a d n S 1.1/4'51114 EDGE DISTANCE LIMITED TO THOSE SHOWN IN TAOLE 1,(Pq I), q�y 222 = 1/41.8(0111114/135=07 /4',011111 NTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, x . ¢I' 8 gNCNOR W/7/B"EHBED& CS C2 C3 C4 C5 C1 C2 C3 Cq C5 Cl C2 C3 C4 CS 1/4-2055 MACHINE SCREW _43 16.0" 16,0".8,5" 1OS"16,0'16.0"12.0_ 5.5" 7.5" 19,0"12,5" 6,5" 3.0" 5`0" 10.0" - ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR .EQUALTO NEGATIVE DESIGN LOAD.ON SHUTTER AND SELECT SPAN GREATER g (7000031 MIN CONC) 53 16.0"15.0" 85" 8.Q' 116.0"16_0` 8.5" 4.0" 6.0" 15.5"10_0" Co"F 4.0" 7�5 THAN OR EQUAL TO SHUTTER SPAN.- -62 16.0"11.0'5.0" 7.0" 16.0 3L5' 6.5' .5" 5.0" 10.0"10.0" 5.0" //// 4.0" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. '. �. atla� 70 16.0" 9.0" 4.S 6.0' 16,0"10.5" 5.5" 3.0" 4.0" CO" 10.0" 9.0" �// 4.0" 7,0" E 7 II 100 10.0" 5,0"%f/j//4 4.0" 7.0" 10.0" 5.0"%//7%4.D"-7.0" 10,0" 5.0"'//4.0" 7,0" 4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3 0 3 ^ 3"MIN EDGE DISTANCE -E.4 - _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1/4'ALL-POINTS SOLID-SET __ _ , '73- __ 95 g ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED @ C3 C2 C3 C4 CS C1 CI C3 C4 C5., Cl Cl Cl 171 CONNECTION TYPE.SEE CONNECTION DETAILS POR IDENTIFICATION OF 1/4.20 SS MACHINE SCREW _43 16,0"16.0"16,0"16.0"16.0'16,0"16.0"11.5"16.0"16,0'16,0"11.0" 1.0" 11.0"16,D" CONNECTION TYPE. r� (3000351011N CONC) 53 16.0"16.0_'13.5'16 16,0"16.0"14.0" 8.5. 13,5:16.0'16.0'" 8.55" 5.5 9.5" 12,0" .5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE E1 62 16,0"16.0"10.5'16,0"Rs""16,0'11,0"7.0",13.0'16.0"16.0"8.5" 5,5" 9,5" 12,0' ONLY. 4 C, G 4.04.070 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" 6, THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 6.5" 5.5" 9.5" 12,0"16.0"-8.5" 5.5" 9.5" 12.0"16.0" 6.5" 5.5" 9.9" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EFIBETIMENT 22 1/4'POWERS SS DROP-IN 2-5/8•MIN EDGE DISTANCE_ _ - LENGTHS SHALL BE AS NOTED AND 00 NOT INttUDE STUCCO OR OTHER { WI 1/4.20 S5 BOLT AND Cl ' Cl Cl Cl CS Cl CO Cl Cl Cl "Cl Cl C3Cq -EST. FINISHES. 8 1'EMBED(3000ps1 MIH _�3 Jfi.O"16_0'04.0"16.0"(6.0"16.0"14.0" 0.0" 12.5'16.0"14,0" 7.5' 5,0" B:0„L1�5' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,W000 FRAMING CONDITIONS lig I. CONC) 53 16.0"16.00""-_9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0"16.0"11,5"6.0'4.0" 7.0" 0.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING :S ,- 'gi 4 6I 16,0'125" 7.5' 12_0"16.0"11,5' 7.5' 5.5" 6.5" 11.5"11.5" 6A" 4,0" 7.0" 8.0^ MEMBERS NOT PLYWOOD,FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 1 I 5glQ( SIDE CLOSURE PIECES. Q a a �, 70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0". 4.0" 7.5^ 9.0" 11,5" 6.0" 4.0" 7,0" 8.0" a E 100 11.5" 6.0 4,0" 7.0" 8.0" I19'_0.0"'4.0" 7.0" 6.0" 11.5" 6.0" 4,0'.' 7.0" 0.0" 0. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4•POWERS 56 DROP-[N 3`1/2'MIN EDGE DISTANCE _ SHALLBE LOCATED IN CENTER OF NOMINAL 2"K 4'(FILM. WOOD STUD.S/4" A EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, LAG SCREWS SHALL I d 1/ e W/1/4.20 SS BOLT AND Cl Cl C4 CS Cl C2 {3 C4 C5 Ci C2 Cr Of CS HAVE PHILLIPS PAN HEAD OR MEK HEAD. A 1'EMBED(3000ps1 MN 43 16.0"16.0" 16.0"16.0"16.0"34,5" 9.0" 13,5"16.0"15.0" 7_5" 5,0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN 6 a CONC) 53_16.0"16.0"10_5"15.0"16,0"16.0"10,0 6.5_10_5"76,0"12.0" 6,0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER I� q ap,� -62 16.0"13,0"4.0" 12.5"16,0"15.5r &0' S.0" SAT. 12.0"120"-6.0" 4A 7,5" 8.5" , HEAD(SIDEWALK BOLT),11.0.N, p "-t 4' = 70 16:0"10,5' 7A" 11.0"16.0"12.5" 6.5" 4,517 8,5" 9.5" GCA" 6.0" 4.0" 7,5" 6,5" - ISE 100 12.0" 6.0" 4.0" 7.5" 8.5" 1L0" 6.0" 4,0" 7.5" 8.5" 12.0" 6.0" 9.0' 7.5" 8.5" El DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. _ __ __ _ 2•_MIN EDGE DISTANCE _ • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, {a �:�Jo 012 SMS W/I'EYEWALL CI Q C3 C4 CS Cl C2 CO CI C5 Cl CZ C3 Gi CS NUT OR WASHER WINGNUT. expiRraARMOR INSERT WI 2"EMBED 43 1G.0"16.0"11.5"14.0"16,0°16.0'16.0" 7.5" 10.0"16.0"16,0" 9,0" 4.5" 6.5" 17.5' RRWNL I39 PE (2000ps1 HINCONC) -53 16,0"16.0" 0l5" 11.0"16.0"16.0"71,55"5.5' 8.0" 16,0"16.0' 7,0"' 3,5' 5,5" 10.0" 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 62 16,0"15.0" 7,0"9.5"-16A"16,0"-9A" 4.5" CS" 14,0"14,0" 7,0" 3,5' 5,5" 10.0' 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO eh1lL ( - n El .-)::1-3„ -'--� 7D 18.0"ILO" 6.0" 58.d' 164"145" 7.5" 4.5' 6,0" 10.5'14,0 7.03.5" 5,5 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL. FA6e pN, !/ CONCRETE SCREWS TO HOLLOW BLOCK 0�'1 _ - ____ - 100 11.0" 7_0" 3.5_. 9.5" 10.0"14.0" 7A" 3.5" 5.5" 10.0"14,0"_7_0" 3.5" 5.5" 10.0" - 0125M5 W/2.75'EYEWALL 43 10.0"16.0"16.0"167"•16.0"16.0"16,0"10,0"14.0"16,0"16,0"11,5" 6.0" 9.5" 16.0" ARMOR INSERT W/2.5' 53 16._0"16,0"120"16.0"16.0"16,0"• 15,0" 7,5r 11.0'16.0"16.0" 9.0" 55' 8,0" 13_0" 'q - _-, __- -__ - --EMBED(2000pd MIN CONC) 62 16.0'16,0" 9.5" 13.5'16.0"16,0"11.5" 6_5 i 9,5" 16.0"16.0" 9.0" 5,0" 8,0" 13-_0" 0 g - --0-4- -i-----100- 70 16.0'16,0" &0 11,5"16.0'16,d',9.5" 5.5' B.5" 19.0"16,0" 9.0" 5,0" B.D" f3,0" - - ---100'16:0" 9:0" -S.0 B:0"-13:0"16:05.9:03 5,00-..8,0" 13,0"16,0" 9.01 5,0" B4O" 33.0'_._.._ • filiNK L DEntlfraDO,P.EN . ,,1)jtDeiANCHOR SCHEDULE: CONCRETE (CONT ) . I " ..-.‘‘ - GE c. ***" g 2-3/16'MIN EDDISTANCE 3-1/8"MIN WOE DISTANCE v\Y::. .::'ttr',.• ‘3E;4s$ ':'..".,e:DJ V/.1•'LOAD Spans Up To 6,0" SpanS Up To 8,3" Spans Up To 12,0" Spans Up To 6,0" Spans Up To 0-3" coNN TYPE Spans 1.17sVa-IF-i' CONN TYPE CONN TYPE Conn TyPE CONN TYPE CONN TYPE _ , Pio PE13046549 ‘O.:-- ANCHOR (p'6) CI CZ C3 C4 C5 CL Cl C3 C4 C5 Cl C2 I C3, C4 CS Cl C2 . C3 Cl C5 CI CZ C3 C4 CS Cl C2 C3 Cl C5 Z*i * - _ 5/16.1TW TAPCON XL WITH 43 16.0"16•Ir/6.0"16.0"I6.0'16.0"16.0'12.0"16.0"16.0:16.0^11.0" 7.0' 12.0"06.0"16,0-102-1.60L lox-ip.6"oar.1.0.0.,12.6-160"26.0"16.0".11.5" 7.5" 12.0"16.0" -13 L -- 61 r, c1-03,1/4c;EMBED(2899ps1 MIN ...63 liar ip,!_:,P 11„.2:4„6„ism.s:16.0-14.5"._027:3.4.1)"40.0"1.t.,2:1,9:AIL jii.E12.5"H.Lr',k.„9:374,5-us.tr,16.0..A.s4,2:ig..rr, 9.0" 14.5"10.2"1641 9.5" 6.0"11.2::13,0". 7.:.73 ' 4 ,.., 62 16,0"16.0"11.5"16.0"16.ir 16.0"11.5 7.5" 12.0-Im1+1,2:: 4.0- ,±2:,IpArl 12.5 1!cr 16.0"11.5"16,0"16.0: 16.0" 6,0" 13.?11' ....,,(3..., STATE OF .." ,„..O. • ,„ 70 1015.5 9.5" 15.0 16.0 16.0" 9.5" 6.0" 10.5 13.5'16.0" 9.0" 6.0" 10.Ir 12.5"16,0"16.0°10,0"15.0^16,0"rd.o"10.0" 6.5" 10.5;14.0"raF 6.11"i6.5"J.3.-ci,, .....c<\ -.. toruoN.,. \ M" rgi 5 (1... ...-1-6-.6----0,----6-.."la-12.5'1 6.0" 10.0%52.5"16.0" 9.0" 6.0" 16,012,5"16.0" 9.5"W.O. 10.5"13,0"16.4" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0"1.5:F iT.E.;; /'/k5%'/(-1-------cINC2 s 0 ,., r 5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 0.0" 13.5"16.0"16.0"16.0"16.0"16.1r 16.0"16.0"16.0"15.0"46.0"16.0"16.0.113.0",9.0" 15.0"16.0" 66/,'^'NAL. ‘-'oNs tn • 5 I-314"EMBED(35000 MIN 53 16.0"16.IT'162'16.0""16.0"16.0 15.5^10.0"16.lr 16,0'16.0" 9.5" 6.5" ILL 13.5"16.0^116.17q6.0"16.0"16.0"10.elcv 11.0"16.0"1(1.0"16.0.1.10.5" 7.5"12.5"15.0" "11111110 Z?Cj g 6 i ts GCMG) 62--16.0':I6.0"12.5"16.0'I6.0"16.0"12.0" 6.0. 14.0"16.0-16.ir 9.5" 6.5" I1.5 133"164..)"160"14.0"16.0"16.0"160"13.5" GO" IGO"16.0"16.0110.5" 7.5" 12.5"15.0'. .."7 -1: g a=rearnzt, -70-16,0f11.0"10,516.0'16.0"16.0"10.0" 7.0" 12.0"14.5"16,0" 9.5", 6.5" 11.5"13.5"16.0.1162.11.5"16.0"16.0"16.0"11.0" 7.51,13.0"16.0"16.0110.5" 7.5", _.13,T s.,1...22, 8 -I-.00 16.0" 1.5" 16.0" 9.5" 6.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5^16.0"(10,5" 7.5" 12,5"15.0"16,0"10.5" 7.5" 12.5"15.0"16.01,10.5- 7.5" 12.5"15.00 Z 5 Igg 9 1/4'304 55 POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE WI 1-3/4"EMBED(30000 Cl Ci 14 CS El Cl Cil C4 CS CI Cl C3 C4 CS El cir-67-6,1 CS CI ClC3 11.11111111 CI Cl C3 C4 -05 6 1151 MIN CONC) 43 16C.10"14.5" 65" 0.5"26.0"12.5" 7.0" 4.0" 6.0" 12.5' 7.0" 3.5"P'4:;;;;4.0" 5.5" 16.0"16.0"135"16.01111'16.011B 8.0" 12.0"16.0"14.5" 7.5" 4.5" 10111L._ Irt In K-Ito i' 140 8,5" 4.5" 6.5"14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.Ir 3.0"• 3.0" 4.0. 16.0"16,0" 9.5" 13.5"ISO"16.0" 9,5" 6.0" 9,5" 160120- cr 4.0' 65 (85" I "/ o w I: _ 1 _____ *, 62 11.5" 6.5" 5.5" 12.0" 7.0" 3.5"' 4.0" 6.0" 6.0" 3.0"/ /,3.0" 4.0" 16.0"13.0" 7.5" 11.0"16,0"14,5" 7.5" 5.0" 0.0" 12.0"12.0" 4.0" 4.0" 0.5" 8,5" f•,d ?,CI N 1,1=sassosstoon - 70 „9.5" 0.13: 3.0 1.01,1,9,1f,_.m..L2.11:, ,3.r_4.5-,AAL 6530 430'/„.1121 4.r 1.142.311,E1 jF 10.11"16.0"12.5' 6.5" 4(r 7.0" 9.0" 6.0" "6.5". 8.5'7 -1116- 6.0' 30, .,Z-31-9",4.0" 6.0" 3.0" A 3.0” 4.0" 6.0" 3.0" /%i3.0" 4.0" 12,0" 6.0" 4.0" 6.5" 8.5".j_.2.0" 6.0" 4.0" 65" 6.5" 12.0" 6.0" 4.0" 6.5" 8.5" ri ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK . .. r MIN EDGE DISTANCE_ 2.1/2"MIN EDGE DISTANCE 13 g 1 E d ZS 1 ANCHOR LOAD (P1f) SpaD;-1/9 To 0-0" CONN TYPE Spans Up To 6,3" CONN TYPE Sia.;ns Up To 1-2'.1.6"-- -Spans Up To 6,0" CONN/PPE CONN TYPE gpons Up To 0-3" CONN TYPE 5oons op Ts 12a2: CONN TYPE Iki 8 Cl Cl C3 1 C4 C5 Cl C2 C3 C4 C5 Cl Cl C3 C4 . C5 Cl Cl C3 C4 CS CI Cl C3 C4 CS Cl Cl C3 Cl C5 ITW TAPCON WOTU 43 8.5" 7.0'' A 3.5^ 8.5" 6.0" 3.5"/ 4.7 4 6.0" 3.5"'/4 .0 ,0%I1.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4,5" 0.5" 4.5"/AP/4 3.0" 4.0" 0..t q ..4.,t• 1-1/4"EMBED 53 7.0"Er , z d E Tp- ,.....djr/....6„on 3.5.,e,, ,;27,/,‘ • ,,,,,,,F,,,, rf,,,g,,,,,/8.0" 40^V 4 4.5" 8.0" 5.0* 1 JIM 4.0" 71.0"' / 2:// / -CO..,i n 1:1_,.-¢......c..A. um. ,/,/4/ ";-.7 ,7,.AP:,.e.'d47- 4//z //,/ / ,- 4.0"".•;/ • //14.1i,,/,,...4.0"//. ,/ /4.0'7 / % „/ ftE x g ././/AIF I . 62 66 fv" ,/,;.. 1'HAMMY/ zW,Iff./" A' 4 .4'',..94,-r , 47 / 85"Clar Aro' 9.(Mil=111311111,0-7 Ar A" Alaglemr ,'/A/27 4 3.0" 3.0=4.0-2, . 47,40 3.0" 'i • JP. t ,,..• 49 4- ,„„"/"...,/ 9 1/4"MILLENIUM MILLEAST 43 1Z.E.1 10.5"II, A w AFICHORW/1-1,4"EMBED _53 1.0,..E' 6.0"r /0,4.0" 20.91 . 6.0" Li ..2.=,• 100 8 4.0" 11 ,,,e/,/," Aga' i „...• 4" .",imair 7 Ar ..,,ZAMIIIV"' AW,.' /r, AMP% ; Ar .4741111NO: I; .7' .,/ -v. MIN EDGED 1'PILE 2"MIS EDGE DISTANCE e LfeA11.401NISSOLID-SET i q ANCHOR W/7/6.EMBED& Cl Cl C3 CO CS Cl C2 C3 CAI 4 CS Cl Cl Cl Cl CS Cl C2 I C3 Cl ' CS Cl Cl C3 CA C5 Cl Cl C3 C4 CS- 1/4-20 55 MACHINE SCREW 43 15.0^13.0^ 5.0" 6.0" 15.0"11.0" 6.0" 3.0"..M:11.0" 6.0" 3.0"/ , .1'. 5.0" 16,0"16.0" 5.5" 10,0"16.0'.16,2:10.5" s.r 7.0" 16.0"11.0" 5.5" 3.0" 4.5" 8.5" . 53-,-ii.S; 7.5" 3.r 4F.,r1.5- o.r 4:7 v 4 3.5" 8.0:: 5.0"(//f.,'/lel 42.1,1 16.0:13.:„" 56.1,,L5)-.6 0:: 16.I0)::11.4.0:: 75:::: 4376: , iiiiiiII 10.0" 5.5", ."' 4151"If :::: 3.0..v ,4y,5.0GO:..,;;"////,p'3.5 16..:,, :: 5' 4.5", 9.0", 9.0 lc V/41.,_E1,..., - 626.:" 11.:.5" :.5.0" 4.5"'_if 4.0_ 7.0 9.0 4.5 4.0 6.5 •g iil 2 P 3MIN EDGE DISTANCE 4.MIN WOE DISTANCE Cl Cl C3 C4 CO C1 02 Cl 01 CS Cl C3 ClCS Cl02 C3 ClC5 CI C2 C3 ClI CS Cl ClI I C3 I Cl C5 : sm V ITW TAPCON XL WIP1 C2 E E 1 1 lig011& 11 : I-3/4'EMBED 43 r ; / ", /./ A // A A ' 4/, .4 ../, „0" /165"26.0" 9.0" 110"16.0"14,0" 7.5 5.0" 8.5" 14.0" 9.0" 4.0" 3.0" 5.5" 6.5" • 1 53 /„."Ar/ • /, ./„./.. 9- 6.,...2_//27 ',//34,.r ,4, / ,//„V/4, j ,, , ,,,,,,,!,/,, //,„///13.0" 7.0" 4.5".13,g1 13.0" 8.0"MI.' Ai:_ty,,_ 4.3..'„,/,,,,,,ff/!LE,„±,E, 1 .1g... 1;1 • • 1 goasimot. 70 //j,/,/ ,,,PA/ / ho,f/,..72. ,M,' ,/, /.1P/,.., lc,{7 / dr•'/' -"roy /..i.1,, ,IP, / dr AV/ .7 A A,, A, ,:7 'if , 47 „, ,.6.5' 3.D",/,. 4.5" 4.5" 6.5"''.7/ ?1,///4.5" 4.5" 6.5"://' ViA 4.s7.-71:Fr I-9/16-MIN EDGE DISTANCE ' 3-1/8"MIN EDGE DISTANCE ilgkg id i g;P i .1. . , • 5/16'0100 ULTRACON WITH Cl 02 Cl TC-5 CI Cl Fa- Cl I CS Cl-- Cl C3 Cl CS Cl CO Cl Cl pen Cl IC.-5- 1414"EMBED 43 12.0"10.0"R//MIRME, ./,6.5'/ / 1/ A ' 16.0"16.0" 5.5" 21.0"15.0"10.0"FRIER,15.0" 6.5',/ ..45Y/ff,f //7.0" comwounwrLhooreopte. : 53 .9,_,5" 6.0"7.-7,/ 9.5" 6.0-v .4,49v," ,9:31r/ "if 4' %X 16.0!10.5" 6-.F 8.5" 16.0"110"rp.AV)./,,,IXII 10.5" 7.0"',/,7 r./ to, 15-2339 1 fiz 8.07 / / ./1.7/11.13". . ..06/.7.4.rd,/74 ....,/.. /4Y/4"4 // /14.o.T..' ,7,CP. 14.r l's //4/ 4,7 , .0. To"7 ,/1/./ SCAM I- A . . tti ,.: I 1 . ANCHOR NO'TES:SEE SHEET 9 FOR ANCHOR NOTES. . cd C) s.i • , . a' . 413 ." • ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK TRAHNLaENNARDO PR.."‘ ``j111UUllll,nO PEOW6549 F.''t 2'MIN EDGE DISTANCE •sC41..:• g / ~-�\ 5 Span Up To 6'-0" Spens.lp To 8'-3" $pans UO To 12'_0" ,q .•'' UC'!i,; ; • i 1611 /-6v LOAD CONN TYPE CONN TYPE CONN TYPE - (L ���•-r' _ J --- z ANCHOR (P51) CI CO I C3 C4 CS Cl C2 CO C4 CS CI C2 C3 C4 C5 =* : I4 PE004654 1 10 ' #12 OHS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 1.6.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5" 4.5"% 4,0" 7.0" _ZI. * _ -' ?: ARMOR INSERT WI 1-1/4' 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0"97 -4.0" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0" la EMBED 20 14.0"7.5" 4.0"SO" 14.5" 9.0" 4.5"9 4.0" 7.0' 7.0" 3S" 3.5" 5.0"- 73 ' k- o yN 70 11.5"6.00'"3.5' 5.5"12.5" 7.5' 3.5" 3.5" 5.5"7.0" 3.5"4 3.5" 5.0" -- -:--91\ ST ATEOF ig ..EPI 4 ,/�S40NAL 04 v u' - - - ANCHOR SCHEDULE: WOOD (.G=0.55) ., Wle ¢7����cccc /(7,11I,I1TII _fT' wV! W 3/4"MIN EDGE DISTANCE rr�n1 s+• �>,,�j i (3 Spans Up To 6'-0" Spans Up To B'•3" ins Up To 12'•0" - 0 ppm �r• CONN TYPE CONN TYPE CONN TYPE Z 1 OE ANCHOR 0.0 C1 Cl I C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W jN �� 1/4"TAG SCREW WITH 1-3/4" 43 16.0"16.0'11.5'12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5° 6.0" 16.0" MIN THREAD PENETRATION 53 16:0"16.0" 8.5_' 10.0"16.0"16.0"16.0" 6A" 7_0" 16,0"16.0"1L5" 4.0' 5,0" Lor. _ 111 K s �--�„, 62 16.0"16.0" 7,0" 8_5" 16.0"16.0"14.5" 5,0" 6.0" 16.0"16.0"11.5" 4.0" 5.0' 16.0" �/ o W .i �rouuTt' 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12_5" 4.0" 5.5" 16.0"16.0'_LLS' 4_0_5.0" 16.0" I I O _ 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0 16.0"16.0"11.5" 4.0" 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" B.5" 4.5" 7.0" 15_5" 8;5" 4_5"�J�////4.5" 7.0" ry 0 1.13"MIN EMBED A 1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3,5" 5.5"11.0" 7.0" 3,5"Jj,4.0" 5.0" M 05 MACHINE SCREW 62 14'0"8.0 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7-0" 3.5" 4.0" 5.0" C' -'--' p X111", 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0_' S.5' 7.0'_3.5' // . ,5.0" _---.- 0 100 7,0" 3,5"�/�4.0" 5.0"-7,0" RS" :4.0" 5.0" 7.0" 3.5" /4,0" 5.0" - 3 014 SMS OR 014 WOOD 43 16_0"16.0"12.5'14.5"16_0"16.0"16_0" 0_0" 10.0"16.0"LSO"11_5" 9.O" 7.0" 16.0" 0),�X SCREW WITH 1.3/4"MIN 53 16.0"16.0" 9.0"11.5"16,0"/6,0"15.0" 6.0" 8_0" 16,0"16.0" 9.5" 4.0_'_5.5" 13_0" w�d THREAD PENETRATION 62 16.0"16.0" 7,5'_9.5" 16.0"16.0"11_5" 5.0' 7.0" 16.0"16.0' 9,5" 4.0" 5,5° 13.0" L' 0nusomppp. 70 16,0"16.0"6.5" 8.5" 16.0'16.0"10.0" 4,5" 8.0" 19.0"16.0" 9.5" 4.0" 5.5" 13,0" vla r. n 100Tat-F-9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9,5" 4.0" 5.5" 13.0" 0.°-�T'O m ANCHOR SCHEDULE: WOOD (G=0.42) ate.KJ __ 3/4'MIN EDGE DISTANCE _ _ _ _ f• LOAD spans Up To Spans UO To B'•3" Sppps Up To 12'-D_' S ANCHOR A CONN TYPE CONN TYPE CONN TYPE . 5 1 g 1 CI C2 C3 C4 CS Cl C2 C3 C4 C5 C1I.C2 C3 C4 I CS 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5,5" 7.0" 16.0"16.0" 9,5" 3.5" 4.5" 15.0" E MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5_' 3.0" 4_0" 11.0" 54 62 16.0"16.0" 5.5" 6.5" 16,0"16.0" 9.5" 3.5" 5,0" 15_0"15.0" 7,5" 3,0" 4.0" 11.0" al a f�ati t$ 70 16.0'13_5" 4,5" 6,0" 16.0"16,0" 8.00" 3,0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" A u 100 15_0" 7.5" 3.0" 4_0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15:0" 7,5" 3.0" 4.0" 11.0" .0 ' .. #10-8M5 oR 014 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5" V SCREW WITH 1-3/4"51110 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 6.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 3 O THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10,5" 0,5" 2.5" 4.0" 7.5" • d 70 16_0" 9.5'_4.51 6.0",18:0"11.0" 5_5" 3.0"-4A"_6,0" 59.g 5,S'- 2.51 4.0'_7.5" z yyyy 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4,0" 7.5" 15.5".5.5" 2.5' 4.0" 7.5" ,511415 1 15 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK X11 4"MIN EDGE DISTANCE - h;i a d a 'a rG Scans U,�O6'-0" Spans Do To B'-3" Spens Up TO 12'-0" $= ANCHOR OAONN TYPE CONN TYPE CONN TYPE 1/I 5 .- Cl ClCI C3 C4 C5 CI. ' Cl Cl I C4 C5 Cl Cl Cl CO C5 I5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16,0"16.0'16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" y 6 2-1/4'HIS.EMBED 53 16.0"16.0"16,0"16.0"16.0"16_0"06.0"11.0"16.0"16_0"16_0"12,0'_7,5' 12_0"16.0" ■�1 62 76.0"16.0"14_0"16.0"16.0"16.0'15_0" 9,0" 14_D"16.0°L6.D"12,0" 7,5" 12.0"16_D' t r• ®���- 70 16.0"16,0"11.5"16.0"16.0"16.0'12.5" 8.0" 12.5"16.01 le.-01"1.71-07 7.5" 12.0"16.0" C _i__.. __ __ __ ggQ 100 16.0"12.0"17.5' 12.0"16.0"16_0'12_0" 7.5" 12.0"16.0_16_0"12.0" 7,5" 12.0"16.0" �i��i m�ip Wg5/16'(LCD ULTRACON W/ 43 16.0"16.0",10.5"14,0"16.0"16.0'10.5" 6.5" 9.5" 16.0"11.0",5,5"9 /6.5"19,0" tl i 2.114'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0' 7.5"r 7.5" 13.5" 9.0"7//, 6,5" �TNGBW18LOEWIDOPE 7�to 62 16.0"10.0" 6.0" 9.0"'16.0"11.0°,5.S'.�/�/'�,6.5" 9.0" 9.0" /7/,%%/////7.. /6.5" 15-2339 1�Ou 7D 15.0" 8.0" 5.0"rB.O" 15.5" 9.5',///i.///5.5" 7.0" 2A1/30/-1%/ 6_5_ $ a 100 9.0" jA 5.5"6.5" 9.0"Z/1(",5.5" 6.5" 9.0" /6.5" vrA �p•6�Ip11( - y 03 8- _ 2"MIN EDGE DISTANCE - 1Cl- Si Cl C4 6 CL C2 C3. C4_ CS C1 C2 C3 OT _Si_ #02 SHE W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8,0" 16,0"14.5" 7.5" 3.5" 5.5" 11.5" °�� ARMOR INSERT W/2'EMBED 53 16.0"16.0" 7.0" 9,0" 16.0'16.0' 9.5" 4.5" 6.5" 16.0"11,5" 6.0" 3.0" 4.5" 8.5" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8_5" E ANCHOR NOTES;SEE SH ET 1-...-- --..-..j... ...,----- --J __ F1 70 16.0'10.5".o. 5.0" 6.5" S1.5"12.5' 6.5" 3.0 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" -- ---- ---- 76-.-F: ---- - - -___ _9 FOR ANCHOR NOTES. --------- ------- ------ -100-_11.5"-6:0" 3.0"- 4:5"- 8.5"- 31.5" 3.0"--4.5"_8.5"-11.5's-6:0"-3.0"--4.5'=-8.5"- --