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HomeMy WebLinkAboutProduct Approval r , a t� KNL BCIS Home i Log In i User Registration F Hot Topic j Submit Surcharge Stats&Facts I Publications FBC Staff i BCIS Slte Map-i Unks i Search bFlmd' a �a Product Approval r F. -USER:Public User ' uuwTaP Product Approval Menu>Product or Application Search>Application List>Application Detail . >: RECEIVED FL FL13757-R6 Application Type Revision Code Version 2017 AUG 2 2 2019 Application Status Approved ST. Lucie County, Permitting Comments Archived u Product Manufacturer Town and C i d ries, Copy Address/Phone/Email 400 West M ab Rad 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 L_1! 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 R6 COI Indepi.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Inden3.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 t � Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eguivi.odf FL13757 R6 Eauiv Eguiv2.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 06/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 WEcordion.Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwal.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PEOU46549 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 Dwa2.1)df 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.Ddf 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 Dwg3.odf 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 informationr FL13757 R6 AE Eval3.odf anchorage,etc. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do notsend electronic mail 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 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 it you are a licensee under Chapter 455,FS.,please click heJPr_. Product Approval Accepts; - 0®R9 M Credit Card safe 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING I z No PEO046S41 CODE SIXTH EDITION(2D17) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI BUILDING CODE(SBC)AND INTERNATIONAL RESIDENTIAL CODE , MITHIS SYSTEM MEETS MISSILE LEVEL"D'AN INCLUDES ESSENTIAL FACILITIES AS DEFINED IN f-UNUMITED WIDTH 4 6 .E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. 8TATC OF .. j -; 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE DETERMINED P tu M RE UIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE F A BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES USTED HEREIN FOR AN ASSEMBLY AS SHOWN. 11111"tO u- 3. TESTING WAS CONDUCTED HEREIN WITH TAS 201/210 199VE330. .M203 AND ASTM E1886 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM STED PRESSURES DIVIDED Y A 1.5 SAFETY FACTOR. S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR A WIND z LL ZONES, N IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Gif D ES 0-9 CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, PLAN VIEW 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS:WIND LOAD DURATION FACTOR Cid-1.6 WAS USED FOR WOOD ANCHOR DESIGN. 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 SHALL BE USED. S. SHSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC , 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH THE EVALUATIOWREPORT SUBMITTED FOR THE SAME Na PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TM E 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Ti CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. II. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ioii - DOCUMENTS. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION OFFICIAL MAY RE_ IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,si?Nr=D,DATED AND BOTTOM SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRAffhNG HISgLHER APPROVAL . 9 j LOCKING MECHANISM SEE 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES I FORT LAUDERDALE,FL TYPICAL ACCORDION TAS 201 202&263 MISSILE LEVEL D-ASTM E1886 E1996&E330 /_1 SHUTTER ELEVATION FLORIDA PRODUCT'APPROVAL NUMBERmT.S. 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: EXTERIOR ELEV 15. ALL DOLTS ANDWASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.Sl.,U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3116"¢15052 MINIMUM SEPARATION FROM GLASS 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 18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER moNs INSTALLATIONS iNsTALLA 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 19. MOUNTING EXTRUSIONS MAY BE SENT TO FORM A CURVE WITH A MIN.RADIUS OF lul. SPAN INSTALLATIONS INSTALLATIONS Eau 1 :5 30'ABOVP- 301 ABOVE :5 30'ABOVE >3al ABOVE 21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. p i Jim 1 91 22. SHUTTER MAY BE INSTALLED WIT UP TO(2 ADDITIONAL BLADES OF SLACK, GRAVE GRADE GRADE GRADE I E 23. SEALANT SHALL BE USED ON ANNORS OR )ALL WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-11C 2.318. 9w, 3-ilr 1,718 3-M' TABLE 1: 1-7/8, TABLE I NOTES- 4.114" 2' ACCORDION SHUTTER 1, DESIGN PRESSURES SHOWN IN"ACCORDION SHUTTER SPAN SCHEDULE"ABOVE AM 2' MAXIMUM ALLOWABLE DESIGN PRESSURE. TABLE 2 NOTES: SPAN SCHEDULE I HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. lam.'Ll' . AT EACH RESPECTIVE SHUTTER SPAN, 2: DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE Z. LINEAR INTERPOLATION BETWEEN SHUTTER NEGATIVE s"gm DESIGN DESIGN SPANS IS NOT PERMTITED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN BETWEEN THOSE INDICATED.ASOVE,THE PRESSURE 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". Tr 100 THAN 30"SHALL JMFI SPAN SMALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS "AVE Z-?j%MN"MUM SEPARATION FROM GLASS WHEN$30ABOVE GRADE,AND I-SIB'WHEN>31Y Sir 70 ABOVE G E. S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 19 NOT PERMITrED,FOR SPANS BETWEEN THOSE 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAM SHALL BE USED. 11 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 1 144' 1 43 E1996-09. /RANKLRENNARDOrP.E- 59 PROJECTION VARIES N,.•• 2.874' 4.874"MAX. �:• l y, i �D.115• . 3 T 0.00.00o6'P -{ -_ ' �- •,r 7"N�• 0..1..El*.p0-O0p.4 6lr5Gl40.062" 0.450 0.125" 0.100" 0.062" 1:708' 0.100" 00so.06OT•. srgrC00.19sc1950.096' 0. 10''.z.620• 0.060" . 0062" 1908 � w0.630 0.6 . 0.143' 0.630" 0.062' 0.062' itI_0 - �0.971" 0.143' Nn Ill 1 1070 00' O�O1 0.63"_ : D0.062 �.0.L200' 63062 F/Y s:. N' bO. .0690.0a 0.062' 1069 W SUPPORT LEG OPTIONAL 1.069'4 5.745'M 0.062" N <� I - Lu -5.745'MAX. w R � b: Oj WALL O BUILD UU'I' WALL O STREAMLINE CEILING TRAGIC O¢ STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL Ow SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE RC1 WHERE SHOWN,SCREW BOSSES a FELT GROVES ARE OPTIONAL G ON ALL EXTRUSIONS ^� 0.874'♦- }-2.655" 0.875' 2.195" I 0.510' I--•2.195" 1.230' F11229" O.OfiD" 1 I Mwi q 0.]05' Ir.,rr. F ' =1�k i 09 Ir -2.655' ri �IOj t.l i r :I In 1.069^ rt _ _�JJ.�5 .N•: N �I 2.3 6r 2 'p.105" 44..56140"' !ri2133,+ .831• 10 1.069" mC� 1 0.075' dN O II 0.075' e 5 0.105" N h n 0.994 T---4.510' •- -- NOTE:TESTED THICKNESS OF 0.78P -� •---. - ----•�^- �-----4.510"� 0.07 BARE METAL W/0 PAINT IS 0.039• R _ I 3.505"� ! O SILL ADAPTER O9 EXTENDED SILL Ip EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE g' SCALE. ��ALE.HALF,SIZE g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE I D 477' g II 0.143" 1 0.080' 0.590" 0.341. 1.570' 0 510" 0.143'-} I p6 0.070' 0.245' 1.708' 0.143" 0.096° J OA44• a.si0^�0.227° -f.1III -0. �- . I 4rF>D.lso• ����GI 0.06 0°-fy 0.115" 0.080' 0.317' 4.753' 090"N 0.096" 0.080• 00L0 0.682' 0.630' 0.060"10 693' Wrg5rtaL15-2 3e39 NOTE:THICKNESS OF BARE 2.822" - 0.420" W�=a n o�L METAL W/0 PAINT 15 0.039" 15 6.8 STREAMLINE STACK 1G RADIUS CEILING HEADER/SILL 17 6.8 (STARTER lg WALL SILL CLIP Igb WALL SILL SCALE:HALF SIZE SCALEHALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE 1'9 I I ' I I i I • '`� 111 I I I f I FBxi16FIE 6 BENNM007�.E,4 Il I,f 599 .2801.1--�" NYLON WASHER OR �� •••..�r: 0.610" STAINLESS STEEL q D' ALUMINUM 0 357" � •. ASSEMBLY 0.50° 0.320"0 HOLE ® #- 0.276't-il ,,,���I===I- p� •aZ o iFlOx 2-3/4"410 Hi S.S. I I _X NYLON v a m SCREW W/TC ULTRACOTE -' (0.591' J+• 9 �,p O.BBD WHEEL U O 0.120 d INSERTS COATING " T -� CJ- pN 0.05 I--3 INTO m 0.062"11 '. STq ri tI TRACK (TYP TOPt#BOTTOM) ry �- I.IOD'-{ f-0.240" i is ':'.! OF µdm y 0.7,50L " NYLON BUSHING W/WASHER: L-� �e 0 !/Ipq wG � I TYP.AT EVERY OTHER 0.870" 7/16"0 x 1/2"@ INTERIOR 30INT TOP 0.154' L . u' �-S-�' � INSIDE JOINT AT TOP. 7/16"0x1"@INTERIOR3OINT BOTTOM 0137' 7 fff ErJ 111 �llw o -_ �� q Gia In CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR f f f I 11111 W $ ANGLE HOUSING-ZINC DICAST,PO WDER COATED >> 19 ROLLER ASSEMBLY pq BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT SCALE HALF SIZE 22 SCALE!HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE z pL OR KEY/THUMB TURN OPERATED INSIDE. W ON _ .i f�o.zso• 23 BRASS PUSH LOCK - D3a SCALE:HALFl 512E H W�x 80.155" 1.978" 2.125' .W9 O w 4.000• I 0,236' -1.742' 0.286" 1.603" 0.267° ry 110.500" 0.500° -1.710' -1.224"- 0.623" 0.531" C g 0.790" 0.090" 0.319" m 0.531' F 0.064' 2.750" j_ - 0.09 6 < 0.607" F1 0.607' 4 0.250' �(I. l n " rn F fn v"i m Gi K g 0.118" J.��.. D.239"- �", I 1 0.060' 0.496" 0 240"_l__- Ie. .a.:., .i r.: �--2.750' 1.758° '�•._1 �r� 'o° 1 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" 0.160" 0.22z"}r 0.240 . VIYE03 SCALE:HALF SIZE SCALE.HALF SIZE �I IAUl 0.062'0,062• 0.062' 0.176' v 30 UNIMATE LOCKi 31 MALE BOX CENTER 32 FEMALE BOX CENTER �. ♦ SCALE:HALF SIZE SCALE HALF SIZE SCALE'HALF SIZE p g -4-0.062• `.��c o g 6 �--}0.400• :a6c` Qm 5.500'x 13116"WIDE 7/16"0 STAINLESS 'A P.167' STEEL NUT �'j-7 L i V,rr�I F06' R t 30 Q I Y- n off, 0.438" ° 0.125' I I i I'---t1 f 4° I I-0.188" 5/16-18x1 MACHINE SCREW 'F :r~"0 "'111 TTT •np, 5/16'0 INTERNAL STAINLESS STEEL ' 0.121' .1-1 (-10.689" POWDER COATED,ZINC DIE-CAST i THREAD _ 14.500' HEAD STYLE VARIES 1.050' SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT THUMB SCREW gQe{ �e9 OFLTA MODEL 21322 SCALE•FULL SIZE 3$ SCALE:FULL SIZE o -0.254• 4OU 40b 40. ham l���� INDUSTRIAL SYSTEMS _ (OPTIONAL gygyi 3j BOX LOCK SCALE:HALF SIZE ry '1 0.319 END STRIP 1" 1.4211 a SCALE,HALF SIZE t--•2.000" 2" BC 3" EXT a f-•1.625' �-1.500'---� 0.1�. -TI-0.1Z5'SCALE: HALF SIZE 0 ;j 0.050' 0.093' 0.125" I m it �p T o.Des �' -0.125' WPneurtO+YlcLmfWooPE g D.o93• 15-2339 0.250' c ry 0.085' "i 1 eta, I 7.000• ---- O ALT. 1" END STRIP 21 1.5x3"x0.093" ANGLE 25 2"x3°x0.125" ANGLE 39 2X7 ANGLE 20 SCALE!HALF SIZE SCALE.HALF SIZE SCALE+HALF SIZE SCALE,HALF SIZE I i I I I i . \)/1E0916f NNMDO�P_E. ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 1B'O.0 EXISTING DIST. L\ •.§ / GLAZING SEE END STRIRjo" SCHEDULE FOkNo E004 ' "+ ,v SPAN WHEN US - D� A ANGLE EMBED _ °d 20,40a,40b B 17 p� (INTERIOR) LEG D RECITDN II II IFS / / 1/4" OR 6.B STAR7I= `7 o EMBED. ONO ( 17 ! _.IMAX. WITH 21 OR 2TJ!$s0ow � -pp MIN.0.062"THICK 6063-T6 ALUM. i C�• 4 30 ANGLE 1"x 1"MIN.TO 2'x 5"MAX. 21 25 ///ss/EDGE — -'-- ---- (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ IIIU QS DIST, rl ANY ANCHOR PER ANCHOR (21 810x1'SCREWS AT SCHEDULE @ 1B"O C- CORNER,TOP O BOTTOM;AND Sy Q 01 =o _ ATTACH TO 6.8 STARTER W/ p� 13 13 13 13 - R12 x 1/2'GALVANIZED OR S.S.SMS, +C 12x 1/2"GALVANIZED OR 81.991111 4y 5.5.SMS 3/16'0 ALUM.POP 6.00"ITYP.I 30 3/16"O�ALUM.POPRIVET,OR1/4-20 RIVET OIt1/4-20MACHINE Dew^ s --I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'D.C. ALTERNATE END STRIP D AIL BOLT(;<NOT 18"O.C. EXTERIOR) 5/16-18ulUMB SCREW INTO THREADED WITH 6.8 SIARfER AND ANGLE oidd v ( INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3" V-0'• ANY TRACK W/ p yWI RD p r. FROM BO SCREW BOSSES. ED OM OF SHUTTER.RECEIVING END STRIP SCHEDULE .1 TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PSF SPAN E SCALE 3•'=1'-0" 1"HEIGHT. 1'&0(2.77 E1Z 08, R low 10z �j USE(1)BRASS PUSH LOCK 132 75, ••-•------ 47 OR(1)5,/16-18 THUMB LOCTCING DETAILS FOR vB)O(3.7.) S2 11 SEE END STRIP 10 SCREWD THREADED CENTER MATES INSERT 17 AT 1/3 SPAN 2 �" SCHEDULE FOR MAX. DI71 TO 2/3 AN FROM SHOWN ON RANDOM f� SPAN WHEN USING BOTTOM OF SH UTTER. 30 DETAILS 3'BIO®(4•T) a �. d 20,40a,40b OR 40c, RE CEI VINO HOLE SMALL BE 13 7 O p 3/8"FLAX WIDTH.UP TO �. 1/4" OR 6.8 STARTER y rn� id 1"HEIGHT. 30 ALT. BIO 62_ @� AX. WITH 21 OR 25. a�6g f . .. .... dd36 (2.7') 62 1 06 _ z0 '112 IN - 0 a0 USE APPROPRIATE ` 1 " STARTER STRIP g < S5 76 93' y 40 20 PROVIDE CLOSURE ,m7 FOR 13 A0.003' 57 83' BUILDING C0I4D100N5. 23 2164 0 S FASTEN STAR ER STRIP 1 0 TO TRACK W/(2)1110x1" v� (INSIDE) 7 SCREWS AT CORNER.TOP I xoiis' z iso ALTERNATE END STRIP DETAIL 8 BOTTOM 1 ---+ SCALE.3"=V-0" ANY TRACK W/SCREW P13 New 1 zs 60 19" BOSSES. 70 111' rn¢ I W i SILL 1NIL I FOR GREATER SPANS OR LOADS THAN O W SHOWN IN END Vii SCNFMIIE,END jn O STRIPS REQUIRE A VXI'.090'CUP ASIGLE S o b n o d1 I- MID SPAN USING AMY ANCHOR ONRIE EXISTING GLAS W S a `y�. El� AMOiRA SGRWIE 611443/4'3Ex 9 s 0 1 v 13 SCREM OR 214-20501 ENO STRIP. Nag oq oq ' "haw USE(1)BRASS PUSH LOCK INSIDE N a g [a� USE Ifl BRASS PUSH LOCK OR 11)5/16-18 THl1MB ( ) . OR(11 5/16-16 THUMB 30 13 ��n SCREW I O THREADED SCREW I O THREAOEO % INSERT 5137 AT 1/3 SPAN INSERT yp7 AT 7/3 SPAN rag TO 2/3 AN FROM 1 Y6 TU 2/3 5P7aN FROM 7 =fin BOTTOM OF SHUTTER BOT TOM OF SHUTTER (OUTSIDE) RECEIVING HOLE SHALL BE gg gggp 3/1..MX WIDTH,UP T23 IGHAT. T'HEv_ _TYPICAL OU-fSIDE iCLOSURE -- 3013 DETAILS WO/CORNER POST NTSWPMPN1TWiL10RViGOP.E3t (OUTSIDE) 15-2339 SILL1 BOI OCK AT 1/3 SPAN TO 2/3 SPAN FROM PA,aE CFlCRilm'aL41 BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE F� 99 CC2 DETAILS WO/CORNER POST d% MULTIPLE SHUTTER ASSEMBLY /-I NTS Ygg SCALE.3`=P-0" I IIT ' EDIa 1�'Fry 1 I 1 M"K L OENNAR00,9;E Cl CONNECTION TYPE 1gq�o6f3f9,t//?'j ;7 REFERENCE ANCHOR EXISTING HOST /7 SCIIEOULE FOR MAX. STRUCTURE SPACING Cl CONNECTIOII TYPE x' 1.14-20 MACHINE BOLT -• REFERENCE ANCHOR I 112" SCHEDULE FpR W/NUT @ 12"0 C OR MAX. #14 SMS @ 6'0 C =y} SPACING 1/1 IT YP,TOP&BOTTOM) ALUM. TUBE 2 FASTENERS 6063-76 ALLOY " I t rn OR fi oR }r I ~O�",•• AT O~ EACH ANGLE SEE TAe1 F,A FOR SIZE. '` I �~ i"x 2"x118" I !i. I ALTERNATE 7HRU BOLT OR 2"x 2"x 1/B" (/I; Cl CONNECTION TYPE F q r n• y n ALUM.ANGLE ° '" __•, v REFERENCE ANCHOR MN GLASS Q ap7a: 13 �: " E� SCHEDULE FOR MAX SEPARATION t3 h�'� [7Xi pyS -- �, ( SPACING PER TABLE '-a ln� `7f,: &N� � THREE 3/!SMS.TUM, ° .•'� � It ttl u! POP RIVETS OR GLASS`i: ! i# ' 44w f/) THREE Nit SMS,TYP. ° 17 ---I� OR DOOR 6p 31In 16-0 ALUM POP M 17 @1BTORC.I7 YP}S '.I'-.. �__ 4t jf��„ £lr7 r' om 61 ;� TABLE A tCC3) S OR OR j ti q PRESSURE VS ALLOYIABLE LENSIN R }� MAY USE MALE OR •.._fes �-' -� N - PSF 2N°P.(0� 3NP BY " FEMALE LOCK-SLAT I(( '~ w O 61 IID' 168' t3 ALTERNATE THRU BOLT I 1/4"MAX FROH PIN C5 CONNECTION TYPE Cl CONNECTION T'!PE GUIDE TO BUSHING 71 319' 119" �� TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR "-':'"-.' WASHER;TYP.) 02 %IV X72' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. f. 101 ]l0" 160" SPACING k7Lx3/+."SMS @ 9"OC. } 1 c r� ANGLE TO TUBE CONNECTION 0 a� 12D 109` 147• / 2"x 2"x 725" r3'1 TABLE[i tEc9) EXISTING HOST n ffl M 150 6063-T6 ALUM TUBE 4T 131' _ EMBED, O 1 OM !19' PRESSURE VSALLOWABLEIENGIH STRUC7 URE zmy v Jg^ 5 CONNEC7ION TYPE I PSP �p{0 YNTII Lq EDGE DISTANCE REFER€NCE ANCHOR , W SCHEDULE FDR MAX SPACING E 62 117" 166" c CL 72 107' 1ST FASTENER("SO 18"O C. ALTERNATE BUILD OUT MOUNT SECTION 333 i (USE ANY ANCHOR SHOWN CI) 82� 101" Lor I IN ANCHOR SCHEDULE). SCALE:3">V-0" `y 92 95" 139' 102 90" 132' 120 83" 172' ,ry, 150 79" IGT �• w w r �. wu r " � 2"x2"z _ ' 3/16 RIVET OR 4412 SMS '+040"6063-T6 13 F L CI (Q7 il"O.C. OR 1/4-2Q_ ALUM TUBE TYP. ('GN GLA55 - r z u o NU1&BOLT{TYP.}. 17 3/!6"m ALUM.POPE PER 7ABlEN v=i ALUM, TUBE RIVET OR it 12 SMS za` OGLASS R DOOR 2 a L a G 8E io iB"O.C.(TYP.) f6 606J-TG ALLOY l E a SEE TABLER FOR SIZE. xICON7INUOUS n 2 FASTENERS ��� EACH ANGLE ALUMINUM ANGLE � y'I 1"n 2"x.093"6063"76 'THREE 3/16'm ALUM OPTIONAL ANGLE INSIDE e }q ALUM.ANGLE,TYP 0 IENTATION TYP. ' n 5 6 A r (� o POP RIVETS OR tT � 17 "�+ k3'i !7 THREE RTZ SMS,TYP. w n •EG t3 ° ° t"x 2"x"x 4 CONNECTION TYPE t OR 2'x 2'•x 1/B" I y, ALUM.ANGLE REFERENCE ANCHOR SCHEDULE FOR MAXI'� �u USE MALE OR FEMALE _ SPACING LDCK-SLAT i -- -- \ --EXISTING CONCRETE, WPIflUifFWU'RLt@IIbWPB t3 i3 BLOCK OR WOOD FRAMING 15-'2339 QG46 - (OUTSIDE) INSIDE SILL tg2UNT SECTION ►��."�+_ L N12 x 1/2"GALVANIZED ` LE SCALE:3"z 1•-0" OR 5,5.SM5,3/!6'•0 A]UM. CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR i/L-20 S{DE CLOSURE OPTIONS N75 MACHINE BOLT&NUT SCALE:3"=!'-0" Vq La Ta••ac + E I I I FRANK L.BERNARD% E. C5 CONNECTION TYPE >s$- ,� z REFERENCE ANCHOR O EXISTING ;� ^1 SCHEDULE FOR MAX STRUCTURE nv SPACING �! GLASS Cc n x- GLASS w C7 CONNECTION TYPE S"MAX, 114-20 MACHINE 804YQ�. OR UUOR h w y OR p00R---• IJ W N REFERENCE ANCHOR �W/NUT @ 12"O.0 AIL r- F rw SCH£OULE FOR MAX. 79 No a f- #14 SMS 6-0 C- 13 x w d'' GLASS 13 x= R z i SPACING 1/2" (1YP TOP$BOTTBh11 114".20 THRU BOLT W/ Ci N X N w m EPARA;SO V' o Q EPARATIO a=x 4 H 14 x 112"SMS Q 12"O C PERI X Z z F w W M LOCK NUT @ 12"0 C OR Z F w 4 OR 3/16"O ALUM POP ru �' ' ; T 12 x i/2'Sh15 12-D.C.E.S. PER h• TABLE 2 a u O n N 5 OR 6 OR{ "T A;- OR i M OR 3/16"0 ALUM.POP TaOLEz RIVETS(@ 6"O.0 OR 1/4"e 7: m w o �OR 6-+ %� t RIVETS @ 6"O.C. E.S. N ALUM.POP RIVETS @ 72"O.C. a SS/ H IR 1/4"m ALUM.POP RIVETS // - 11 AND 3O !// l�U IS,12"D.C.C.S.--^-- � _ , MN GLASS umr h W r nn F7+'¢i i t j Ifo"MAX.FROM PIN ASSEMBLY 1/4"MAX FROM PIN sEPARaT.N x1, <W 1aLL AND IO GUIDE BUS ilk NG G73tDE 0 BUS NG PER TABLE 2 S3 i u2"TYp. (j '7 yy o 1p z ASSEMBLY WASHER(TYP.) w I WASHER ITYPI I� -- y1w1,1 / 112- 1/2"TYP EXISTI14G CONCRETE, W i J CONNECTION TYPE OR DOOR V,ASS r 0< ,yw mBLUCK OR WOOD FRAMING I EDGE REFERENCE ANCHOR U) m / —C4 CONNECTION TYPE DIST. SCHEDULE FOR MAX S pa 'i w� REFERENCE ANCHOR SPACING urn .p '! EDGE SCHEDULE FOR MAX I / DIST. SPACING AS SHOWN 4 CONNECTION TYPE IN DIAGRAM ON PG 9IT REFERENCE ANCHOR q - 53ODR 6 6R SCHEDULE FON MAX. EXISTING CONCRETE• w a BLOCK DR WOOD FRAMING SPACING.ALT.FASTENER /2.. t/4"MAX.FROM PIN d / ® LOCATION.FRONT AND CI CONNECTION TYPE GUIDE TO BUSHING 1 1 4-hlAX FROM IN IDE: MOUNT SECTION REFERENCE ANCHOR 1/7'• BACK ANCHORS NDT REO'D B SCHEDULE FOR MAX 79 WASHER(TYP.1 yrrMi^7S WITH THIS LOCATION PIH GUNGE TO SCALE 3":T-p" SPACING 5 CONNECTION TYPE a� BUSHING WASHER (h`\INSIDE MOUNT' SECTION ( REFERENCE ANCHOR 1'L� (TYP.) �/ SCHEDULE FOR MAX. q m SCALE:3-_T-0" I EXISTING TING CONCRETE. SPACING ogle O to / BLOCK OR WOOD FRAMIN EMBED, ' / CG BUILD OUT MOUNT SECTION '�` `f — TYP BOTTOM, i EXISTING CONCRETE, SCALE•3--1'-0" x g BLUCK OR WOOD FRAMING c GI NOTE:FOR DETAILS A.B.0.AND E ON THIS SHEET. i EDGE DISI, EXISTING g THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE WITH 1!4"GAPS,PROVIDED THAT EACH SECTION HAS REFERENCE ANCHOR 5 CU STRUCTURE TYPE 7 A MINIMUM OF TWO SETS OF ANCHORS AND IS A m I ED E SCHEDULE FOR MAX. REFERENCE ANCHOR S MINIMUM OF 12"LONG.THE SILL S CEILING TRACK m _ 5 5 SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACH MUST 8E CON7IMUOUS "' SPACING OVER THE GAPS BETWEEN SECTIONS. � 3 15 w 112„ (DUR 2O ti d w 5 H 8£ GLASS MN tt j j w q OR DOOR 1412 x 1/2'SMS Lul 12" EPARA710 ASS 73 = Z u „�,61 ww 1 OX ORB/26"H ALUM. PER w ONw r�=p^ 5 PUP RIVETS @ 6"O.0 TABLE2 4 73 ' F 'w m OR 1/4••0 ALUM.PUP a M 4~ DOOR GLASS OR MN.GLA S x 2 rXj e MN GLASS t ==2 tzi-' RIVETS @ 12"O C, L o a P a ,r1 b p M g A SEPARATIONN O 4 tj N PER TABLE 2 PER TALE 2 - X Z C1 z N a 0 a i5 @ 1/4-20 S.S.MACHINE 4 0 4 (DAND ( 1/4"MAX FROM PIN � y SCREW&1JUT{l E u 4 ASSEMBLYGU{OE TO BUSHING a $ 12"O t. GLASS ... 4 0 1!Y' TYP. WASHER(TYP3 3 OR DOOR i/4"MAX.FROM PIN A, m o _ _ 1/4"MAX FROM PIN_ p$ a GUI E.tU BUSHING w 4 CONNECTION TYPE 1/2" /� GU70E 70USHING s S 6 S WASHER ITYP I EDGE REFERENCE ANCHOR t,,7 WASHER(TYP) p 1 S m EXtSTtNG CONCRETE, I GIST, SCHEDULE FOR MAX C�I1RVMtLPBtWT10PE w BLOCK OR WOOD EXISTING CONCRETE• SPACING AS SHOWN 2 CONNECTION TYPE FRAMING I 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR BLOCK OR WOOL FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. IIGII,H ".x 3"x 1!4"CONT. / 3 CONNECTION TYPE K12 x 1/2"SMS @ 12" I SCHEDULE FOR MAX SPACING Obi-T6 ALL7M.ANLL@ REFERENCE ANCHOR U C,OR 3/16"0 ALUM, SPACING ALS.FASTENER EXISTING CONCRETE, AY BE REVERSED •• SCHEDULE FOR MAX, LOCATION FRONT AND rAa�w�auPnOxr 5 SHOWN DASHED) SPACING POP RIVETS @ 6"D.C. BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING OR 1!4"0 ALUM AOP WITHTHIS LOCATION OD WALL MOUNT SECTION R1YE1 s @ 12"o c. /1 CEILING INSIDE MOUNT SECTION �4 SCALE:3-=1'-0" SCALE,3-=T-0" FO V1ALL/BUILD OUT SECTION O _ 4 MN.GLASS �} NK L DENNMIxI,P,E. GLASS SEPARATION Z J 1\{I ,F�JT�y1 OR DOOR PER YABIX 2 130 0 aw .0m ¢" GLASS OR C GLASS Oft Doan " NOP 00485 '¢ 1 1 N w q u DOOR MN GLASS '_ I X SEPARATION <T it 4 I E w rF7 MN GLASS aw PER TABLE 2L SEPRAiV $TA PER TABLE iJ N- ti 2 7 i x zN x'j5 �iR 1 Nznv i Fzo ffr}ihI/tf fi :wl. J i3 Q wq� 13 ul DO= W+i R� igs j 28 E Z Cl CONNECTION TYPE X w ul W OaJ tg TTTa 1/4•'MAX.FROM PIN GUIDE u a REFERENCE ANCHOR a -+o tWS NNW j 70 BUSHING wgSHER(TYP f a° —` i a z N ! 11/ TWO v4"m wDDo 2sD SCHEDULE FOR MAX, t _ SPACING LAG SCREWS P 24" O.0 MAX WITH 2" C4 CONNECTION TYPE ) 250•. N1Y w r THREADED PENETRATIONI REFERENCE ANCHOR if f o w is "T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX F 9$ Wq g �m SPACING IBD fi EMO."T' 14 SMS(6)MIDSPAN BETWEEN !E a fu STUDS FOR TRACK TO 1"x 4" PLYWOOD T /I 1 EXISTING HOST STRUCTURE in 8 Ut3E CONNECTION II � STUCCO Fit is 1"x 4"x•12S" 6063-T6 ALUM,TUBE �TH15 DETAIL TO BE USED WHEN STUD SPACING ON DEC i2Al1VE FLOOR TRACK DETAIL (0)WALL MOUNT SILL DETAIL EXCEEDS THEMAX.ALLOWABLE ANCHOR SPACING. 41 SCALE:3"=1'-0" SCALE:3"=1'-0" WALL MOUNT SECTION 7HISUETAIL MAY ��1i�I1of j C SCALE:3"=T-O" ALSO SE USED l�I�iMps to AT TOP 3S �t I _ ! aw< j b ACCORDION SHUTTFA PER PRODUCT APPROVAL tom- o -GLASS °' c a "N.GLASS SEPARATIONaR DDDR /3 N M n PER TABLE 2 M APPLICABLE AT TOP - In I EXISTING WODD'IG=0.421 • AND ORB_GTTOM X R _ Z TRUSS OR RAFTER n a A LID 24"MAX.O.C. OR 3", E In EXISTING FINISH MATERIAL 212"MIN.- V4"'-TAX FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 ddd __ TO BUSKING WASHER IT YP} W S 2�z3'x}o"xCOMtNUOUS OR 2..175" 3 1G 1/4'TILE ITYP.I 1/4U20 WOOD LAG THREE I to G 2"x 2"xYa"x CONTINUOUS FINISH MAT ERIAL SCREWS WITH 2-3/4" 606146 ALUMINUMANGLE 3/4"PLYWOOD MINIMUM THREADED 11 h 94 9 9"MIN.THICK 6061-T6 ALUM TRACK X — PENETR.'-T-IN W 000 La - 7 4"�A325 GRADE 7HRU BOLT 7"O.C. 5 G FASTENED TO ANGLE WITH 2(4-20 "_ �° EACH RAFTER OF TRUSS. ANGLE FASTEN£O'fU O�2 S176•0 A325 GRADE 7HRU BOLT Lei)12"O L, 24--D.C.MAX WHERE MACHINE SCREWS AT 3'FROM ENDS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE GAL v.pR 5.5 MOST STRUCTURE WITH AND 9'O.C.FOR THE BALANCE 1, LAS T 7RUSS MO RE THAN d MrO ELCO ULTRACONS AT E D it4 rD£LCD ULTRACON 70 CONCRETEICMU e EXISTING CONCRETE HOST 5"D.C.W/i-1/4-MIN.EMB. b", EXTEND ANGLE TO u4i G• I 3"FROM ENDS AND 4"O.G 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 11/4-0 LAG SCREW LSt 9"O.C.W/1-7/8" NEXT TRUSS. FOR BALANCE WITH I3'f MIN EMB, IN WOOD SO-0.42.7o 0.55. t`w» MIN EMBEDMENTAI 217¢' MAX.DESIGN LOAD AT S'-0"MAX SPAN: MIN EDGE DISTANCE. i6 62 P.S.F. EXISTING CONCRETE. HOLLOW BLOCK OR / ..} U STAGGERED WITH 3"MIN, MAX.DESIGN LOAD AT 6'-D'MAX SPAN: W 00D FRAMING.SEE L7 2 a Of%7gQlRIRNfILN3RYWhr. SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ;a 2" S"x 1/8"CONT. X 2 0 2 AL M ANGLE(6063-TSI - a a 155-2839 � BUILDOUT MOUNT RASED ON TYPE OF Y �q I Ho STRUCTURE vn �e+ue, SCALE,NTS (MAX.DESIGN LOAD x 72 P S.F} ¢ PxT:e teexaisiTOse - ! Hb PASS THRU; DETAIL SCALE:3 ii-0" TRUSS MOUNT SECTION W t> IIIIII! 4J SCALE U I I I i 1 I I EXISTING HOST ALT.LEG DIRECTION ,l'11'aq%�"°°J 'E•; STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS wm1 7/8"MIN - .JAiA Y• EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM t• 12°MIN FROM EDGE OF ACCORDION ROUND WINDOW <J SHUTTER GLADES ASSEMBLY /1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE EDGE OF SHUTTER, :1 AX (2)6063-TG ALUMINUMLL TOP OR BOTTOM ANGLES PER BEAM END,SIZE o - fi549 :O PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - ' DESIGN SCHEDULE EDGE OFgCCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT F Off'., 3E ~ SHUTTER BLADES S 0 - 12'O.0 OR k14 x 3/4'SMS 6"O.C, i�ls• p1 •• 3.5'MIN ^Pail _ 1/2" TYPICAL I II- 5 6 G B_j _ 1 9 4U EDGE 316 z=� L9Q4WLLS DISTANCE !H 2.875"p HOLE(TD RECEIVE v,r (u m MIN.GLASS 4• ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION 13 �o� o^tw MAXIMUM OF 3 WINDOWS GLASS OR t� PER EVERY OTHER BLADE DOOR , _U Q N W uaZi ' Y1 u w 1 LIGHT-N-VIEW WINDOW ow E EDGE ri/2°MAX I3'MIN w a ti D N 8 N.T.S. EXTERIOR ELEV =p DISTANCE I}L N w wm 5 6 €4•K a L') 3 16 TO IMAX.G WA Hk GUIDE ` TO BUSHING WASHER Tf YP 1 � p 6 ACCESS 4-20 MACHINE BOLT W/NUT� 1/2' 12"O.0 OR*14 x 3/4'SMS G"O.C. 2.875'Pi HOLE 70 .1- MOLE SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULE •� WINDOW ASSEMBLY - r (2)6063-1'6 ALUMINUM »�� AX. ANGLES PER BEAM END,SIZE EXISTING PER SPAN TUBE SCHEDULE .b p ac d w i HOST 1 4'D TH0.0 BOLTS SEE BEAM Zm< STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -c ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m E BED IN CONCRETE OR HOLLOW BLACK 3"MINIMUM FF rr SPACING,AND 3'MINIMUM EDGE DIST&3 9 p 0.125" 0.125' , 0.032• 0.032" { MAX.DESIGN LOAD=t 72 PSF ao S 3 SPAN:TUBE SECTION i 0.196• B N.T.S. VERT SECTION F.�- y •U SPAN TUBE SCHEDULE ALLOWABLE TUBE NUMBER OF NUMBBER OF PER MINIMUMANGLEANCHORS ' ROUND TUBE SHUTTER( SPAN THRU43OLTS ANGLE LEN0711 f + I LJ - W NDOW 99-E SPAN TOP BOTTOM TOP BOTTOM TOP BQTTOM -TOP 18OfTOM rd % J ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a 123.8' 1 135.2' 1 1 2 2 1 3 4• 7• 4 1� / N BO' 101.7' 108.9• 2 2 3 3 T T \ / 0.125• 123' 89.9' 1 94.4• 2 2 3 3 T r 9E I BO" 129.1" 167V 2 2 2 3 4• 7' 6 98• 114.0• 124.1' 2 2 3 --- •-- -3 r T /Y\ 0.126' 123- 10Z", 109.8'- - 2 - 2 4 410" -10" 9 2 60• 138.P 1980 2 2 3 3 .188' ) ) 0,129' B6• 122.r 185." 2 2 3 4 7- 10' OZ.075" 03.250" 123' 115.4• 137.6' 2 3 4 9 1 1P 13' 9 00' 1"9.P 240.0' 2 -2 =3 a " _i_o•__ _l40.0' 228.9' 2 3 A B 10' 10_ LIGHT-N-VIEW WINDOW fWH � / 173' 132.7 203.1' 3 4 5 7 13" 18' [t SPAN TUBE SCHEDULE NOTES: COPfiaOiTRWKL 6AY470PE 29 N.T.S. SABIC PLASTICS SLX1431T UL-94H8 x x x "ANGLES FOR 2°x5'&2"x6•eEAMs. 15-2339 2. USE 2•;5'x1/4"ANGLES FOR 2"x8"&2•x10'BEAMS, SCAL.M - I 3. USE BEAM SCHEDULE FOR DETAIL 3/8. rAae Bexum"m 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 W/BLADE ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS • $ N.T.S. EXTERIOR ELEV ABOVE 06 BELOW THE BEAM. O 6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O r I I ANCHOR SCHEDULE: CONCRETE FRANK L 6ENNABp1)P,E. itit �PEDOWS49 2.5"MIN EDGE DISTANCE Spens Up TO 61-0" Spans UR To 8'-3" Spans UR To i2'•O" LOAD CONN TYPE CONN TYPE CONN TYPE 1 - i ANCHOR (TBJ) Ci C2 C3 C4 CS C2 C2 p C4 CS C1 C2 C3 1 C4 CS '• NO PEOOq 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"X5.0"18.0"18.0•'16.0"16.0" 9.0" 13.0'•16.0"16,0" 9.5" 5.5" 0.5•' 1415" C%. ULTRACON WITH 1-3/4' S3 36 4_16.0"16.5"Y4.5"IEA"16,0"12.0" 7.0" 10.5"16.0" LO7 4.5' 7.5"1MV EMBEtl(3192p5 MM CONC) 62 15,016.0 0.5" 12.5"16.0"16._0" 9.5• 5.5•' 0.5" 15.0-1 15 4.5" 7,S^ 1015" -u70 36.0"13.0" 7.0" 31.0"16.D"Y5.511.p" 5A•' 7.5'1 11.5"75 4.5" 7,5"10;6" 0 COMOR4AT10100 Y9.0" 7.5" 4,S" 7.5" 10.5'•150" 7.5' 4.5" 7.S" 10.5"15 4.5" 7,S^ 10;5" 511YPSITajj�10 COMEIINATIOfY1/4'MIti.ENIUM M)tIFAST 43 18.0••i6A"15.0'36.0"1G.D"Y6,D"16.0" 9.4" 13.5'16.0"16 5.5" 9,01' 1315" WITH 1.3/4"EMBED(3275ps1 53 18.0"36.0"Y1.0"15_0"X6.0"56.0"32.0" 7.0" 10.5"16.0"13.5' 70" 4.5" 7.5" 9.5" �iYTS'j�'•' MIN CONCRETE) 62 16.0 iS.O" 6.5•' 13.0"LG.O"16.0" 8.51' S.5" 9,0" 1335"13.5' 7,0" 4`5" 7�S" 9 5" O J% NAL 70 iG.O"2L6^ 7.0"31.0"36.W'14.0" 7.0" 4.5" 8.0" 10.5"13.5" 70' d.5•' T.5" 9.6" 3JJ 111111 (� �i01(,1 S I 7 < LEI. 7.0" 4.5" 7.5' 9.5" 13.5" 7_0" 4.5" 7.5" 9.5" 13,5" 7,0" a.S" 7.5" 995" N114"ELCO CR@TEFLE(SS4 "3 16.0 18.0"15.0 16.0 6.4 14.0 16.0"f3.S'16.0 36.0'•YEA12.5"8.0" 13.0"16:0" .KKk$$tiiW/2'EMBED(335OPM MIN 53 16.0"16.0"16.0"15.0"16.0"16.0"16.0"IO,p"15.5.16,0 160"100^ 6.S' I1.0"14;0" CONC) 62 16.0"16.0"12.5"16.0"36.0"36.0"SLS" 0.0" 23.0"16.4"16.0"20.0" fiT_5" Y1.0"14-j4" O q--1u R1'3" 70 16.0"16.0"1010 5"16.0_'16.0"Y6_-_0"1D_5" 7.0" 11.5" .0"1G;0"70.0_' 6.S' 11,0"14:6" ' 300 10.0"10.0 "6.5 11.0"14.0"15.0"30.0" 6,S' 31.0 1141.0111161011 10.0" 6,5" 13A"14;0" _ 3'MIN EDGE DISTANCE NOTE "5"INDICATES ANCHOR SCNE ULE SPACING aQ i CI TC2 C3 E4 CS C1 )70 .G. 04 C5 C3 CZ C3 C4. CS ^ 1/4'ITWTpPCONORELCO 43 36.0-1 16.0" T.5" 8,0" 16.0-1 36.0' " 5.5" 36.0"1bA" 9.0" 3'0" 4.0"14.0" SPACING DIAGRAM 1=()}i C1 EC t7�k CONNECTION TYPE: ULTRACON WITH 1.3/4" 53 16.0"16-015.5" 8,5" 16.0"16.0" 4.5" 10.0"14.5" 7.5" 10:0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE r EMBED(3192PS1 MIN CONC) 62 16.6"ISS 4.5_ 5,5" Y6.0"16.0" 4.0" 14,5^14.S" 7.5" f0:0" ANCHURS ONLY I: C4 CONNECTION TYPE USING PfECE 0 WITH 70 16.0"12.5 4.0" 5.0 16.0"15.0" 11-0"14,5 7.5" X010" OUTSIDE ANCHORS ONLY 200 14.5•' 7.5^ 10.0"14S" 30.0"14.5"7.5" 30:0"M1LIENIUM MIIIFAST 43 SEA"16,0"11.0'13.5"16.0•'16.0" 9,^,5" 16.0"13.0" 7.0" q,0'• 6.5•'ME WITH L-3/4'EMBED(3275ps1 53 160"16.0 8.0"11.0"16.0"16.0" 75" 16A'10.5' 5.5" 5.5" 7.5"MIN CONCRETE - ANCHOR OTES.62 16,0"I " 6.0" .0" 16.0"13.5" " 6.5" 11.0^10.5" 5.5" 5.5" 7.5" + 70 16.6" 9.5" 5.5" B.0" 16.0"1i.5' S.5" 5.5" 8.5" 10.9" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING r R 100 30.5" 5.5" S.5" 7.5" 10.5" 5.5" 5.5" 7.5"L0,5"5.5" 5.5" 7.S' ONLY.ALLOWABLE STORM SHUTTER SPANS FO(S SPE-CIF2C LCA""" BE N m O UNTIED TO INOSE SHOWN IN TAOIE 1(Pg 1).1 "' P1 = X/4'ALL-POINTS SOLID-SET _ 1-]/4'MIN EDGE DISTANCE I u ANCHORW/ 7/8'EM8131& C2 C2 C3 C4 CS ti C2 C3 cq CS Cl C2 C3 G4 CS 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1/4-20 55 MACHINE SCREW Val 8.0"16,0' 8.5" 10.5"16,0"16.0`12.0" 5.5" 7.5" 16.0"12,5" G.5` 3,0" 50" 10.0" ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN COAG GREATER THAN OR(3004psI MIN CONC EQUALTO NEGATIVE DESIGN LOAD ON SlillTTR ANb SELECT SPAN GREATER } 6.0°156"85" 8.0" IG.O"1616„_4" 8.5 4.4"6A" X5.5"10.0" 5.0" 4.0" 7A" THAN OR EQUAL TO SHUTTER SPAN. 6,0"11.0" 5.0". 7,0" 16.0"12.5' 6.5' 3.5" 5.0" 10.0"10,0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTI KATION OF CONNECTIONTYPE.+ 06.0" 9.0" 4.5" 6.U' X6.0"14.5" 5.5" 3,0" 4,0" 8.0" 10.D"5.D" 4.0" 7A"0.0•' S.0" q.o" 7.0^ lD.D" 5.0^ q,o^ 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE o 3'MIN EDGE DISTANCE _ I_ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER 1/4'ALL-POINTS SOHO-SET ANCHORTYPE BASED ON TYPE OF EXISTING Si��UCIURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Ci C2 C3 C4 C5 CY C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS,FOR I ENSIFICA P','O OF 1/4-20 SS MACHINE SCREW 43 1G.0' 16.0"16.0"26.0"16.0"16.0"16.0"11.5"16.0"16,0"16.0 130" LO" 11.0"1640" CONNECTION TYPE. I § (3DODpa)MW CONC) 53_16.4"16.0"13.5'16.0"36.0"16.4"24.0'• 5.5" 73.5"16.0"16.0" 9.5" 5.5" 9.5" 22.0" S. ALL CONCRETE ANCHORS SHALL BE MSIALLEDITO NON-CRACKED CONCRETE ry 62 16.0"16.0"10.5'1b.0"16.0"LEE 11.0' 7.01' 11.0"16.0'16.0" 8.5" 5.5" 9,5" 1240" ONLY. $ •�••Q 70 16.0"15.0" 9.0•' 1.5" 16.0" 9.5" 5.5" 4.5" i2:0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED I Pi 100 16.0" 8.5" 5.5" 9.5"112.0"116.0'1 B.5I 5.5" 9.5" ILD"16.0" 8.5" 5.5" 9.5" 184" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4 POWERS SS DROP-IN 2-518' IN EDGE DISTANCE 1 LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER j W/1!4.20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 C5 FINISHES. II 1'EMBED{3DOOps1 MIN 43 16.4"16.0"14.0 16.0"16.0"16.0"114.0"18.0 ILS"16.4'14.4" 7.5" 5.0" 6.4" 1105" 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMIL,WOOD FRAMING CONDITIONS COHC)' 53 26AT'LEA" 9.5^ 14.0"16,0"16.0" 9.S' 6.0 10.0"36.4 12,5 6,0" 4,0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 62 16.0"12.5"-6.5" 12.0"16.0"14.5' 7.S' 5.0" 0 5 11.5:'11.5" 5.0" 4.0" 7.0" B.0" MEMBERS NOT PLYWOOD.FASTENING TO PL OOD 1$ACCEF7ABLE ONLY FOR 1 + SIDE CLO§URE PIECES. @ 6 TO 16.6"10.6" 6.5" 50.5"26.0'•22.0" 6.0" 4.4" 7.5" 9.4" 21,5' 6.0" 4.6" 7.0" @.0" {j 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5"160' 4.0" 7.0" 8.0" 11.5' 6,0" 4.0" 7.0" 0.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SAID FRAMING,FASTENER 1/4'POWERS S5 DROPdt4 -312 MIH EDGE DISTANCE 1 SHALL BE LOCATED IN CENTER OF NOMINAL 2"{x 4"((MIN. WOOD STUD.3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD M1776. �G SCREWS SHALL 6 S{If S/ g d W/1/4.20 59 BOLT ANO CY C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HE HFAb. f! 1'EMBED(3000pM MIN 43 ifi.0"16.0"SS'4"16.4"SEA"16.0"14.5" 9.4" I3.5"26.4"25_0" 7.5" 5.0••WI- B.5"" ggg N CONC) 53 16.0"16;0"10_5'15.0"16.0"16.0"10.0" 6.5' 10,5'16.0"12.0" 6.0" 4.6" 4.. MACHINE SCREWS SHAD.HAVE MINIMUM OF 12"ENGAGEMENT OF THREADS t- - BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER62 16A"13.0"5D^"1L5"16.0"15.0' @.�" 5.4' 9.0" ]2.0"22.0" 6.0" %1.0" HEAD(SIDEWALK BOLT),U.O.N. !70 16.0"10.5",7.0" 11.0"16.6"Y2.5" b.5' 4.5" 8,65" t2,0" 4.8" EI , -100 12.0 8.0 4.0 7.S' 8,5" Y2.0" 6.0" 4.D' 7.5" 8.5" 12.0-1 6.0" 4.0" 7.5" @.S" ® DESIGNATES ANCHOR CONDITIONS WHICH AR NOT ACCEPTABLE USES. _ _ 2'MLN EDGE DLSTANCE I DESIGNATES ANCHORS WHICH ARE REMOVABt BY REMOVING MACHINE SCREW, AI2 SMS W/2'EYEWAU- CI C2 C3 C4 C'S Cl C2 p C4 C5 Cl C2 C3 CA C5 NUT OR WASHER WINGNUT. ARMOR INSERTW/2'EMBED 43 16.0 16.0"11.5'24.0"16,a'16.0"16.0" 7.5" 10.0"I6.0"X6.4"AO" 4S" 6.5" 13.5' WPIIaBIRAMLI@waaam (20DDpsl MIN CONI) 53 16.0•'16.0" B.S' " ,16.0" 5.5" B.D" 16.0"19.0" 7.0" 3.S' 5.5" 10.0" 17. MINIMUM CONCRETE STRENGTHS AREAS INDICATED IN ANCHOR SCHEDULE. irj-2339 62 16.0"Y5.4" 7.4" 9.5" 56.0"26.4" 9.4" 4S" 6.5" 34.0"14.0 7.0" 3S" 5.5" 10,0" 11 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 70 36.0 12X" 6.0" 0.0" 16.0"14.5" 7.5" 9.0" 6.0" 30.5' 14.0" 7.0" 3.S' S.5" 10,0" DRILL INTO HALLOW BLOCK NOR SHOOLD IMP CT DRILLS BE USED TO INSTALL PME (>g " _ 100 14-vD" 7.0" 3.5" 5�5" 10.0"14.0 7.9 3.5" 5.5" 30.0 14.0" 7.0 3.5" 5.5' CONCRETE SCREWS TO HOLLOW BLOCK 312 SMS W/2.75•EYEWALL i3 16,0'36,0 16„.0"16.0"16.0"Y6.0"36.0"ZD.O"34.0"26,0"i6A"17.5" ARMOR INSERT W/25• S3 16.0"16.0"12.0"16.0"SEA"16.0-1 15.0"7.5''11.0"16.0"X6.0" 9.0W 5.0 B,D" EMBED(200tlps1 MW CONC) 62 '26.0*76.0" 9.5" 23.5'16.0"16.0"13.5^ 6.5" 9.5" 16.0-1 16.0" 9.0" 5.8" 0A" 13,0" YO 16.0"16,0" 8.0" 11.5"26.0"16.0" 9.5^ 5.5" 0.5" 14.0"16.D 9.0" 5.0"0.0" 13,0" Q 100 56.0" 4,0" S.O" 8.4" 2& 16.4" 9A" 5.0" 8.0" 13.4"36.0" 9.4" 5.0" 0.0" 13,0" e►" .� 3-1/8-MIN EDGE DISTANCE Cl CONNTYPC CONN TIVE U C4 0 Cl Imim mom rum o® mm •o©mn©� MIN CONC) MUM m m W/1-3/4"E BED(3000PS1 ����//��� Lt- WIN m�iaii iiiii ia/ti�iii/�.,•r�/iiia/iiiiiiri�./a/�.ii//�ai,��/i//iiii//iiiii�/�,. � ®���iii ///ii/iii.���iiiiiii�ii WRIIIA Eat= W/001mr/Offiffill, �m©©o©mmmomm©�nm©mm©IFM NEU ©mm©©©©mo m am �mmmmmm©m©mmmmmmmo©mmm©oo©mo©m© ����0�' :" Emom ii,�� - EUM®KM, Ripe! im p IN 1,"////, m IRWIN, iii�ii���� �a� m©mmmmm• mm c� mmmmm000©m©tea oll �i 10 I ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK IIWlRLBENNMDO,PE. `,t,`II111l1!! AI fE0040549 :�',i 2•i MIN EDGE DISTANCE ri Spans Up 70 6'•0" SflanA Uo TO 8'-3" Spans Un To j-;,- LOAD `` FnCONN TYPE CONNTYPE. CONN TYPE __ o ANCHOR 4 No p- x ��� C1 C2 C3 64 CS Cl C2 C3 C4 [S CI C2 C3 Cd C5 E004 022 SMS Wt 2"EY6WALL a3 16.0"26.D" 7.5" 9.0" t60"SS.S' B.5" 4.5" 6.S" IS.S' B.S' 43" 4.0" 7.6" � __*'= 654 . 3_ ARMOR INSERT W/1-1/4" 53 16.0"10.5'• 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 31.0" 7.0" 3S" 3.5"_5.0". EMBED '___ -Y.__ C_ (,�*:c N 62 14-6' 7.5" 4.0" 6.0" 14S" 9.0 4.5'1 4.0"7.0` 7.0"'5.5" 3.5"_5.0'I y s m TO 21.5" 6.0" 3.5" 5.5' 12.5'" 7.S' 3.5" 3.5" S.Sa'J.0" 3.5" 3.5' S.0 r .� a , ,.n STATE OF w m s 200 T.6" 3.5" 3.5 5.fl" Z4"3.5" 3.5" SA°7.0" 3S" 3.5" 5.Q' p �rr�cP .......... ANCHOR SCHEDULE: WOOD (G=0.55) �'`sJ0 � ,J YIr II1lt >ii AL 3/4'MIN EDGE DISTANCE rig , ri Sims Up T.6'-0" Soans Un To 8'-3" p2ans Up TO 1T-O" ol (Pu) CONC3 I` I CONC3 1 CONNTYPE g ANCHOh z C3 C2 t3 C4 CS Ci C2 C3 04 CS C2 C2 C3 C4 C5 �nt z 1/4.LAG SCREW WITH I-3/4 43 16.0"16.0"11.5"112.5"16.0"116.0"116.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16,0" MIN THREAD PENETRATION 53 56.0"26.0" &5" 10,0"16.0"I6.0"18.0" 6.0" 7.0" 15,0"16.0"1L$" 4.0" 5.9" 25.0" W 6'2 16.0"L6.D" 7.0"8__5"260'160"1-4.5" 5.0" 6.tl" 16.0"16.0" w W --'Z u '• 70 16-0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5S" 16.0"16A'r LLS' 4.0" 5.0" 16.0" q t� 000.Y6.0"31.5'• 5.0" 1b.0"16.01"1L5' 4.p` S.0" 16.0" *+ 7/16•WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4.5" 7.0" 15 5' 8.5" 4.,I" 4.5" 7.0" 1.23"MIH EMOED e.1J4-20 53 16.p"10.5" 5.5" 8.0 16.0 II_0" 6:0" 3.5" 5.5" IY.O"7.0" 3.5" SS MACHINE SCREW 62 14,0"8.0"4.5" 6.5" 14,5"9.0'_4.5" 3.0" 4.5" 7.D" 7.0" 3.5" 4.0" 5.0" oD "Lrtnm 70 22.0" 6,p" 3.5". 5S" !2S" 7.5" 3.5` 4& S_S• 70" 3S' 40_` 50" 100 LO" 3.5" 4.0" S.0"-7.0" 3.5" 4.0" 5.0" 7.p" 3.5" 4.0" 5.0" a 3 •14 SMS OR X114 WOOD, 43 16.0"16,-„_0"12,5'14.5"16.0"�16 16.0" off, 10.0"16.0"16.01"I2.5" 5_0_ 7.0" }6 0" tri SCREW WITH 1.3/i•MIN 53 9.0"12.5" 35.0" 6,0" B.0" 16.0"16.0" 9.5" 4.p" 5.5" 130" THREAD PENETRATION' -5d 62 16.0"16.0" j.S' 4.5" 16.0" " " " "1b.D' B.5" 4.0" 5.55 I)0ppgmffitpp 711 16.6"}6.0" 6.S' 8.5" 1601 10.8" 4,5" fi.D" 14.0"16.0"19.5" 4.0" 5.5" }3.0" W 100 16.0" 9.5" 4.0" 9.5" L3.0'1116019.5" 4.0" 5.5' 13.0"16.01119.51114,0" 5.5" 13.0" q rmi ANCHOR SCHEDULE: WOOD (G=O.4Z) - f EOGE DISTANCE Y.5 WAD Uo To 6'-0" Snana Vo To 8'-3"�-SppOg UO F ANCHOR (Ps1) CONN TYPE CONN TYPE CONN TYPE 9 x C} C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 1 C3 I C4 C5 g ^ 1/4•LAG SCREW WITH 1-3/4 43 16-0-116-01 9.0" 16.p"160"26.0"16.0" 5.5" 7.0" 16.0"16.6" 9.5" 3.5" 4.5"15.0" m d$s MIN THREAD PENETRATION 53 16.0"116.0"16.5" 8.0" 16.0"16.0"12.5' 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 1101 N 62 26.0 6.0"13"26.0" 5.5" 6.5" 160"16.0" 9.5" 3.5" 50" 15.0"I5,0"7.5" 3.0" 4.0" 70 1 .5"4,5" 6.0" 16.0"16.0" 8,0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" _q,0" 11.0" na' 100 15.0" 7.5" 3.0"4_0" Y10"IS�,.Q" 7.5" 3.0" 4.0"iL9'i 2501 J.S" 3.0" 4.0" EI.O" s14 SMS OR�i is WOOD 43 16.11_16.0" B.5_ 16.0"}6.0"12.5" 5.5" 7.0" 16.0"13,0" 6.5" 3.5"5.01" 10,5' r o SCREW WITH 1-3/4`MIN S3 Y6.o-.260" 6.5"IDES'8.0" 1601 16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" ' 3 THREAD PENETRATION 62 16.0"11.5"5.0" 7.0" 16.0"13.0" 6.5' 3.5' 5.0" 115,.1D.51 5.5" 2.5" 4.0" 7.5" 0mnpgmrwnir. 70 I6;0" 9.5" 4.5" 6.D" 16.0"11_01 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5" ! 200 10.5"5.5" 2.5"4.0" 7.5' 20.5" 5.5' 2.5" 4.p" 7.5" 10.5"5.5" 2.5" 4.0" 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK - � 4"MIN EDGE DISTANCE q ¢ ra f rr o LOAD `3m^s Up To 6,,,,�-0 SDenallo To B'-3" sons UO To 12'•01 - lid d ANCHOR 1PSQ CONN TYPE l CONN TYPE 0 CONN TYPE !i'k x C3 CZ C3 C4 C5 CL C2 I C3 1 04 1 CS Cl I CZ I C3 I Ci I CS 5/16•ITW TAPCON XL W1 43 16.0"16.011116.0"116.01,116,01,16.01 24-01,11"1111610"116.01,16.0"15.0" 9.0" K"t11 d 2-1/4*H;N,EMBED, 53 Y6.0"I60"ib�D";6.0'•!6_D"16_0'16.0"lL0"16y0"16,.0"t6yD"17.0" 7.S' 36yp" Y 62 16.0" 16.0"16.0"12.0''' 7.5" 16.0" 4 } fi0 16.0 36.6"11.5"260"16,0-16.0'12.5"8.6" 12.5"16.tl"16.0.22 D" 7.5" 120",116,0" t S 10[1 16-,•,�0"120"�7.5" 12,0"16.0"1601.12^0" 7.5" 12.0"16.0"16.0„i}2.O" 7.5" 12.0"16.0" SJi6'ELCO ULTRACON WJ 43 16,0"16.0"110.5"140"160"16.0.10,5' 6,5" 9.5" 36.0"!LO" S.S"' 6.5" 9 2.1J4•MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0° 7.5" 7.5" 13.5" 9.0" 6.5" OWY116FRRWKc}01PADp1L 1D, 62 16.0"I0,0" 6.0 9.016.0 110. 5.56.5" 9.0" 9.0" 6.5" iJr-2334 k 70 15.0" 805.0" 8.0" 15,51 8.5" 5.5" 7,_0" 9.0'0 6y5" I9 z 200 9.0" S.S' 6.5 9.0" 5.5" 6.5 11, 651 O`8 21 MIN EDGE DISTANCE C3 Ca C3 C1 C2 C3 C4 C5 C1 ' S7; C] C4 CS !22 SMS WI;V MWAt1 W3 56.0"160" 9.5" 11.5"16.0"160"14.0" 6.0" B.0"26.0" ARMOR INSERT W/7'EMBED 53 10.0"16.0" 7.0" 9.0" 160"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" T.5" 16S"14.S" 7S" 3.5" SS` 12.0"1251 6A" 3,0" 4.S" B.S. { 70_160"}O.S' 5.0" 6.5" 16„0"12.5' 6.S' 3y0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET 100 11.5" 6,0" 3.0" 4.S' S. 6.0" 3.0" 4.51110.51, 11.5"6,0" 3,0" 4.5" 8.5" 9'F4R ANCHOR NOTES. r t I