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Product Approval
5/3/2019 Florida Building Code Online f ME WZZWS�M N` � 0 $ BCIS Home Log In ! User Registration ' Hot Topics ( Submit Surcharge Stats&Facts ' Publications € Contact Us BCIS Site Map Links ` Search Product Approval USER:Public User door 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 v 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 c) Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.af Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 112 5/3/2019 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eauivl.pd FL13757 R6 Eauly Ea,uiv2.pdf FL13757 R6 Equiv Equiv3.(Ldf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.(�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 span/pressure FL13757 R6 AE Evall.pdf combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13757 R6 II Dwg2.pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See installation drawings for allowable span/pressure X13757 R6 AE Eval2.pdf combinations and additional limitations of use. Created by Independent Third Party: Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ: No FL13757 R6 II Dwg3.pff 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 Eval21.pdf 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.CopyLigbt 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 99 E https://fliiridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2 6.8 STREAMLINE SHUTTER ""�°°" A GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ NoPE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =1t CODE SIXTH EDITION(2017),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - Tk ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE }- UNLIMITED WIDTH -� •, �� 10 d WA)).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ((IRCI �O . STATE �a = E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '� s '•:40RIDP,.•' w m 8= DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE S g7 LL REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 7 N1 µ FLORIDA BUILDING CODE SHALL BE LESS THAN OR EOUALTO THE POSITIVE OR NEGATIVE DESIGN ����i I <<<�� IUw aV!_ € PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z w O 3 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/2021203 AND ASTM E188IF1996/E330. Q �>U� 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES D DED Y A 1.5 D 9 _21 SAFELY FACTOR. Z a1 °CS S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND cN ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W �'�w z CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 r t7 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND UL Wx w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE z= N O 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. z B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC m a SITE. m 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f w ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O a TM w k $ 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. m 8 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE f CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR a $ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM o THE STRUCTURAL SUBSTRATES DETAILED HEREIN. .pv 4 2 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z o DOCUMENTS. BOTTOM HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND 19 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE o DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRWfTING HIS/HER APPROVAL LOCKING MECHANISM,SEE E 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES ;� $ FORT LAUDERDALE FL TYPICAL ACCORDION E MISSILE LEVEL D-ASTM E1889,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 ¢ FLORIDA PRODUCT'APPROVAL NUMBERTABLE 2• 1 N.T.S. EXTERIOR ELEv L��:�•L 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 6 1S. ALL 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 3/16"0 5052 ALUM.ALLOY. _ NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES a �� S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS Z 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. �!! 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-U4" 1-5/8• 2�/8" 1-518' y 99" 3-112' 1-7/8' 3-$18^ 1-7/8' � d TABLE 1: TABLE 1 NOTES: 120° 41/8• z• 4-1/4' r I{ +E 1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-7/8" 2- S. 2" ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE I I !•� > MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ,f¢ SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. NO"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY (:MYIIO"TRWKL93NA=PE POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FEMUDW.- - 15-2339 SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3.,NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A rwu� DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAW DEBORIIIDNe SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH.SPANS LESS THAN 30"SHALL 72• 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'WHEN>30' iL ABOVE GRADE. 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE e9 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, �7 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM cul 144" 43 40 E1996-09. n 1 7 7 L j#E0046549 PROJECTION VARIES * d -0.115"2.874" 4.874'MAX. _`��• s�., 0.062' 0.450' 0.080' _ NO PE004654 %- I -.0_ c 0.125" 1.708' 0.100" 1.830" 0.062" 1.706• 0.100° I 0.080• 0.063" -O * tp 0.195' OXY 1. 0.195^ o "1_ 2.820" �T• STgTE ONO 0.060°TOO 0.060° ry ''.o OF a 0.12 0.630 0.062°•+ 1.908" ZO w M S t t in 0.630" '! 1.993"-{ ii .,RIDA M 0.062° 0.062' ^ (j 0.630" 0.630" 0.143' 0.096 N -4-. " '�0.971" 0.971° !! ttN ull t 0.143" !1!111 W �`:P70^ N W oi 0.062' x" I I 0.062•�00" \y 0.060° 0.630' 0.06" "� 0 0 062" �>U 4069' t 1.069•'T y.i � UI Q G a 0 I'M QQggt I SUPPORT LEG OPTIONAL�v, I 0.200 J I 0.062" 0° aN 5.745'MAX. }-1.069'4 0.062" x1.069"y WW $,..t W'" 5.745'-MAX. 0 OWALL O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ewgYW SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE O N 6 WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"�- 2.655" 0.875" LL 0.510° 2.195" -- N• l_(�-I`h�O_iI-1- -_r vmi I I I 1.tl 23 0" rW 0.060" 1.229° lyoavv" s� M QOw 2.655' 5 2.362' 4.84° J1.069' ^ 0.i05" .831" $' i; 4.510� S S -• � 010-5' �`LI .069"- 0_.10_5' 0.105" 00..909745' 4.510° 0.075" NOTE:TESTED THICKNESS OF g 1 0.781° �- 4.510' 3.506"� BARE METAL W/O PAINT IS 0.039• O SILL Og SILL ADAPTEROg EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE B SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ' SCALE:HALF SIZE m I 1. , . 2J 0I 10.477• •ten' 1.570• 0.50^ 0.143 0.590" 0.341° 0.070"" 0.06 �t 0.245'708'-� 0.143' 0.096 0.115^ 0 0'06 4.753" 1 . 0.080" 0.117" 10.090" 0.096" 4.510° L 4-0.1801 0.080" 0.682° 0.6 0.060" o.oaa" - 06 " gEECtpa�Y�:n6i�1�9! Ra®4d5Fi-W�21a�(L3 �3�€gGB�� 1nE�'9 NOTE:THICKNESS OF BARE 2.822'30 0.420° Sauae _ W egC9e i DOPP METAL W/O PAINT IS 0.039' PAM oaOmROW, S15 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �gb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 9� `111111)I 1 I/� 0 PWM 9ENPNIDO,P.E. 1.950' SII T-{}-0.125" 0.610' STAINLESS STEEL 280 } NYLON WASHER OR �NK LI /ii ASSEMBLYTIA 0" ALUMINUM yy0.357" . <( 0.320'0 HOLE 0.276"{-}I * Nope �, •• o NYLON a,0 w �!10 x 2-3/4"410 HT S.S. 1 I I =;o 0 65 ' p 0.880 u '*n °' INSERTS SCREW W/TC ULTRACOTE -' 0.591" J f 4 ry 0.05 WHEEL o O.1C 120"o INTO COATING io Tr = •: ge N • r TYP TOP 8:BOTTOM 0.062 1 S m 1.100'-{ }-0.240' TRACK ( ) (n rATF � 0 4 1 I TYP.AT EVERY OTHER 0.750' NYLON BUSHING W/WASHER: _ 0 IDA ; w 2:) J $r, O G 5"MAX. 0.870" 7/16'0 x 1/2" INTERIOR JOINT TOP 0.154' 10.137' �/� ••DA ui7 a , INSIDE JOINT AT TOP. r /N �� YJ 7/16"0 x 1'�INTERIOR JOINT BOTTOM /�qC ENON', f`� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR III/III 1111111 W o ._ 1 g ANGLE HOUSING-ZINC DICAST,POWDERCOATED ?Q 0j U c 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT II1�1 <u� SCALE HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 24 26 11 NO SCALE:HALF SIZE SCALE:HALF SIZE L OR KEY/THUMB TURN OPERATED INSIDE. Z f }0.250' 23 BRASS PUSH LOCK W � W z SCALE.HALF SIZE �+ z R0.155" p W d w W R0.500" 4.000' 1.978° 2.125' 'D p 0.236" 1.742° 0.286° 1.603° 0.267" ~ [0 0.500" 0.623" 1.710" 1.224" g " 0.090" 0.319" 0.531" 0.531" m H Iri 0.064' m c 0.284' tb• c 2.250 fie Y-250" �6, j0.607" 0.607° m m{�Y 8.118" 1 0.224' jIl N-nr ,n0.060" 0.240" I. . . . . . d2.750"-� 2.000' .-L m ORAINGUARD 28 DECORATIVE FLOOR TRACK 6' 1� a" K41 SCALE:HALF SIZE SCALE:HALF SIZE 0.160' _I 0,222 r 0.240° _m< 1.001 0.062" 0,062• 0.062° -0.176• - c 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER '° a SCALE HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE C 0.062° -5.500"x 13/16"WIDE 0.400' �a0c• m 3 'A .167' 7/16'0 STAINLESS N STEEL NUT N 30 n 0.125' ' L n N - o 0.438" 0.188. • 5/16-78x7 MACHINE SCREW a" `40a' 0 0.689" POWDER COATED,ZINC DIE-CAST 5/16'0 INTERNAL STAINLESS STEEL ^t N 0.121' } 4.500" 1--� THREAD O SECTION A HEAD STYLE VARIES ' �- 1.050". a �� DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW •-•1 e� $ INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE:.FULL SIZE n m _ -a-a a O n o 0.254• 400 40b 40c BOX LOCK SCALE:.HALF SIZE N 35 SCALE HALF SIZE "�0.319 ti END STRIP 1" s� ��1 f-2.000". 2" & 3" EXT �1.6zs•� }-1.500^-{ �ro.lzs^ s SCALE: HALF SIZE 9 d 0.050" 0.125` 1 * 0.125° 0.093"> 0.085" a WHO 0 0 0.125" 0.250' g n 0.065' 0.093' COPfpCMHGN(L!@16VaDOPE } 15-2339 A I -IIIIl- s6LL[e -IIl PAON 0I5OlIr110M1 -7.000" O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 19 39 SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 141;1ARDOANY ANCHOR PER ANCHOR EDGE DIST•EDIST. GLAZING SEE END STRIFC"I�'"�SCHEDULE FOkd;I O ND E _ A .ANGLE EMBED - SPAN WHEN USING; n LEG D RECIfON 20,40a,40b - EMBED. 17 ~p� (INTERIOR) 11 II .. 1/4^ OR 6.8 START A'. 8, ,t "'1Y 17 ENO� MAX. WITH Zl OR 2�y O'. �p MIN.0.062"THICK 6063-T6 ALUM. %(� '• .y B 30 ANGLE 1"x 1"MIN.TO 2'x 5'MAX. 21 25 / s EDGE c..,_ (ANGLE LEG MAY BE REVERSED) ////S/ DIST. (FASTEN ANGLE TO TRACT(W/ // I 39 ANY ANCHOR SCHEDULE 8RANCHOR C RNE�R.TOP&BOTTOM;AND UI �Q D ATTACH 70 6.8 STARTER W/ M 10 _ t3 13 13 13 i12 x 1/2'GALVANIZED OR S.S.SMS, i12 x 1/2'GALVANIZED OR Z t 30 S.S.SMS 3/16'0 ALUM.POP W ti 9 6.80"(T YP.1 i 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET 0�2 1/4-20 MACHINE 8 w" a E USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'D.C. ALTERNATE END STRIP DETAIL BOLT✓ NUi @ 18"D.C. ; "o (EXTERIOR) s/16-18 TRECEIVINGLIMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE y ac d W INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ o W d TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 0p HOLE SHALL BE 3/8"MAX WIDTH,UP TO SCALE.3"=1'-0" 1'HEIGHT. P F SP AN 1'810(2.7) 62 108" 2 100" 82 ow USE(1)BRASS PUSH LOCK OR(1)5/16-18 THUMB LOCKING DETAILS FOR 132 75" SCREW I 0 THREADED 2•BIO(3.77 62 9W SEE END STRIP INSERT 37 AT 7/3 SPAN CENTER MATES ® 72 88" SCHEDULE FOR MAX. °j'�Y TO 2/3 AN FROM SHOWN ON RANDOM W BOTTOM OF SHUTTER. 30 DETAILS 3'BJO(4.77 82 86" SPAN WHEN USING C RECEIVING HOLE SHALL BE & 13 72 ?W d _ 20,40a,40b OR 40c, Fa 3/8' MAX WIDTH,UP TO 82 M t"HEIGHT7 30 I- 1/4" OR 6.8 STARTER Hrn�9 m a ALT.7) 72 102' �, MAX. W I1H 21 OR 25. Q;o e C sx 5" Z In S 2D 112 81" 40 40 USE APPROPRIATE 1 STARTER STRIP TO -- - - -- 1.6SL3 45 93" 40 20 PROVIDE CLOSURE 13 x0.093" 52 87" FOR G 60 81"67 03" BUILDING CONDITIONS. g 23 x1 78" FASTEN STARTER STRIP (INSIDE) 70 75" TO TRACK W/(2)#10x1" Dai g 2583• 46 M`z SCREWS AT CORNER,TOP t? x0.126• 2 ALTERNATE END STRIP DETAIL &BOTTOM. o R ,naw �v5 aV'i=� 7 SCALE 3"=1'-0" ANY TRACK W/SCREW "p 6644 BOSSES. 70 z73 C) SILL w FOR GREATER SPANS OR LOADS THAN In O SHOWN IN END STRIP SCHEDULE,END STRIPS REQUIRE A 1"x1•.090•QIP ANGLE „�I) Ln KID SPAN USING ANY ANCHOR ON THE EXISTING GLASS a' ag z ANCHOR SCHEDULE IL d14Y3/4'TEK BBB 13 SCREW O0.1/4-20 BOLT TD END STRIP. E 30 Now USE(1)BRASS PUSH LOCK USE 111 BRASS PUSH LOCK INSIDE g� OR(1)5/16-18 THUMB 13 �Qm OR(1)5/16-18 THUMB (INSIDE) SCREW 0 THREADED 30 a SCREW I O THREADED 02tLh� ad INSERT 37 AT 1/3 SPAN SILL INSERT O71 AT 1/3 SPAN =a 1 .PP'' TO 2/3 AN FROM TO 2/3 S AN FROM s N a BOTTOM OF SHUTTER BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE SHALL BE 3/8"MAX WIDTH,UP T y 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE € •"� CC1 DETAILS WO/CORNER POST 30 NTS 1330 OWIRIW tlMLI13SOMPE 13 31 215 13 23 (OUTSIDE) IS-2339 ` SILL ,96 USE(1)BOX LOCK AT 1/3scmm' FAracuL SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER • TYPICAL INSIDE CORNER CLOSURE dam 99 CC2 DETAILS WO/CORNER POST �a� MULTIPLE SHUTTER ASSEMBLY NTS gww SCALE:3"=V-0" //11 _ FRANK L BEN P.E. CNNECTERENCEION ANCHYOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING /r _ Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR lf2" W/NUT @ 12"D.C.OR p / \ SCHEDULE FOR MAX. j ® #14 SMS @ 6"D.C. _•k y, SPACING 1�2" (TYP.TOP&BOTTOM) _,D FF1 IpN LJ O ALUM. TUBE 2 FASTENERS 6063-T6 ALLOY wF ��T'• + EACH ANGLE SEE TABLE A FOR SIZE. ORi' vl (S� ((6��OR �� w❑ 14(OR 6 o 1"x 2"x 1/8'• I ALTERNATE THRU BOLT lJ IIJJ (�' OR 2"x 2"x 1/8" Cl CONNECTION TYPE co MIN.GLASS ¢¢w `I ���C ALUM.ANGLE o VV REFERENCE ANCHOR wo m Up 4 9Q y�g _$ 13 ( iY SCHEDULE FOR MAX. SEPARATPER TABLEON 13 r '^' 1)t la j w IA THREE 3/16"0 ALUM. ° ' i '�" i s SPACING j a Z w Z odN Q u POP RIVETS OR I GLASS it W a m W toj'yw z THREE#12 SMS,TYP. 0 17 I OR DOOR-yl X�n�n F 3/16"0 ALUM.POP y u ¢=w W W d 17 _ RIVET OR#12 SMS I! q4 Oy1 ui TABLEA(cm) @ 18"O C.{TYP.) \'2�.-__ h� �RNq?-, _ 5 OR 6 OR w o PRESSURE VS ALLOWABLE L64GfH _ _/ F:� \�O J v2i 1� MAY USE MALE OR - 17 M 2-'K B` 3 8/08` p_ �F- ��� FEMALE LOCK-SLAT w o w 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN 62 124" 18r C5 CONNECTION TYPE Cl CONNECTION TYPE -_ GUIDE TO BUSHING r` CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '--I. \ WASHER(TYP) U).o SCHEDULE FOR MAX. SCHEDULE FOR MAX. \_ 82 119` 172' NTS "�� �� 19 W-d SPACING 92 114' I6S I _ 1� 14x3/4"SMS @ 9"O.C. OF Q s 102 118` 160' '" 'J ANGLE TO TUBE CONNECTION N G 120 109` 14T 2"x 2"x.125" O F. C 150 TABLE B(CC9) EXISTING HOST EMBED. 6063-T6 ALUM TUBE 9T 114" STRUCTURE ? < 200 88` 114` PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 2"x2"X11((88 3")C"x �gp^ EDGE DISTANCE REFERENCE ANCHOR w g PSF WITH B/0 WITH SCHEDULE FOR MAX62 113" 166' 50 72 DOT IST FASTENER @ 18"O C. ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a g ( 82 101" 19T IN ANCHOR SCHEDULE). SCALE:3"=1'-0" m 92 95` 137 Ld 1� 102 90" 13P R , b IRI 83" 122` . - 150 74" 107 _ w 200 r w � 2"x 2"x 3/16 RIVET OR#12 SMS 090"6063-T6 NUN.GLASS 73 j @ 18"O.C. OR 1/4-20 17 ALUM TUBE TYP, Naw ARON NUT&BOLT ITYP1) ark PEREPATI TABLE N 3/16"�ALUM.POP ¢¢ GLASS2 o m 6 ALUM. TUBE RIVET OR#12 SMS zaa OR DOOR j X�¢ "¢¢ @ � 6063-T6 ALLOY @ 18"O.C:(TYP.1 g w E oar 6 To a d a 2"x 5"x 1/8" U n w SEE TABLE B FOR SIZE. 2 FASTENERS x CONTINUOUS _ EACH ANGLE _ ALUMINUM ANGLE 9! qQ 1"x 2" 3 16 G ALUM.ANGLE,TYP, THREE 3/16"0 ALUM. 17 ORIENTATION TYP o POP RIVETS OR . 17 THREE#12 SMS,TYP., 1"x 2"x 1/8" OR 2"x 2"x 1/8'. 4 CONNECTION TYPE 13 EDGE DIST si REFERENCE ANCHOR E ALUM.ANGLE SCHEDULE FOR MAX ri fR USE MALE OR FEMALE SPACING CW0WFRkWLKIINNRbDP.E LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING WAM (OUTSIDE) EE INSIDE SILL MOUNT SECTION pA®DDeaalmmN, #12 x 1/2"GALVANI2ED SCALE:3"=1'-0" _ OR S.S SMS,3/16"0 ALUM. a 1 CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT 1&/4N-U2 @ 18"O.C. SCALE 3"=1'-0" a 2 ' S � . FRANK L,BENIINIDD,/P.E. C5 CONNECTION TYPE r• lows4s x„ , REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX STRUCTURE �� SPACING r o o11 5"MAX. GLASS a a"�" GLASS C1 CONNECTION TYPE 1/4-20 MACHINE B06�f�,•• •.Q OR DOOR w OM'ju OR DOOR w w w REFERENCE ANCHOR (37\ W/NUT @ 12"O.C.022 L(;• No �- In>" r w D D SCHEDULE FOR MAX, #14 SMS Cal 6"O.C.- =1. z¢ FlN. 13 j M j t MCI- SPACING 1/2' (TYP.TOP 8 BOTTB} 1�• Cry: Ml MIN, t3 u1 waw CiA55 N r Z w m /2'• "9 111-hi 1/4"-20 THRU BOLT W/ GLASS Xan m EPARATION 0-7114 x 1/2"SMS(la 12"O.C. X Z ZLOCK NUT @ 12"O.C.OR EPARATION PER ¢Ca MI- OR 3/16"0 ALUM.POP Q v 5 OR 6 OR f12 x 1/2"SMS 12"O.C.E.5 PER r TABLE 2 �•a p JrRIVETS Cd 6O.C. OR 1/4"0 1n w v OR 6OR 3/16"m ALUM.POPTABLE2 wALUM POP RIVETS Cal 12"O.C. itRIVETS(al 6"O.C. E.S. w 2 w /f R 1/4"0 ALUM.POP RIVETS / N 11 AND 3OMN GLASS w 1/4"MAX.FROM PIN �"12"O.C.E S. ASSEMBLY SEPARATION1/4"MAX..FROM PIN GUIDE TO BUSHING t/2"TYP. PER TABLE 2 AND OO GUIDE TO BUSHING WASHER(TYP.) D Nww W ASSEMBLY WASHER(TYP) w GLASS =r Z wm tl'�W _ / 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR O ¢ 3:� 17 w BLOCK OR WOOD FRAMING XZOZf 1ACE& . EDGE REFERENCE ANCHOR ¢ a Q W EWE 4 CONNECTION TYPE DIST SCHEDULE FOR MAX. FoOo. bLw.DGE REFERENCE ANCHORCINGIST. SCHEDULE FOR MAX. SPACING AS SHOWN w / 3 CONNECTION TYPE N DIAGRAM ON PG.9 o w (]0 6 OR REFERENCE ANCHOR EXISTING CONCRETE, w 0 '30 6 SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN / SPACING.ALT.FASTENER /2" GUIDE TO BUSHING \ C1 CONNECTION TYPE LOCATION.FRONT AND REFERENCE ANCHOR 1/ \ WASHER(TYP.) N E 6/4- AX FROM BACK ANCHORS NOT REO'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. `19 W 08 WITH THIS LOCATION v PIN GUIDE TO SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE K Q BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR a m I (TYP.) SCALE:3"=1'-0" SCHEDULEXISTING CONCRETE, SPACING E FOR MAX pkv e 0 m BLOCK OR WOOD FRAMI EMBED. Z // CG BUILD OUT MOUNT SECTION TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" .� BLOCK OR WOOD FRAMING p 7 ia EDGE DIST. EXISTING 3 NOTE:FOR DETAILS A.B,D.AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE �=4i WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR H A MINIMUM OF TWO SETS OF ANCHORS AND IS m EO E R MINIMUM OF F LONG.THE SILL CH CEILING TRACK w S 6 SPACING SCHEDULE FOR MAX. b USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING OVER THE GAPS BETWEEN SECTIONS. 3 16 &�..,, a EL GLASS a a w OR DOOR CLASS 13 j Nww �o�now � #12x1/2"SMS Cal 12" EPARATIO = _� wDD a�Rill I ww�� O.0 OR3/t6'0 ALUM. PER w Z"m LD 013 'wMc- @ r~-�=Dpi POP RIVETS(ln 6* O.0 TABLE X 0ZF GLASS OR�ryN GLA =2ziI �Sas���� rA J OR 1/4"0 ALUM POP ¢ a¢ DOOR P 1 ,n 1 o 0 m 13 ==Zx RIVETS CaY 12"0C F �a PER TABLE2 Xz o ZFQ- ����� i MIN.GLASS N F �!m 1 e SEPARATION l�O N Q Q w 00 a m PER TABLE 2 Q w 0.Q~ 7 AND 8 1/4"MAX.FROM PIN J"w 1/4-20 5 S.MACHINE 0 O O SCREW&NUT(nl w N ASSEMBLY I�Ln1/2" 1/2" GUIDE TO BUSHING ¢ a 12"O.C. ¢ TYP. WASHER(TYP.) F GLASS w o w 1/4"MAX.FROM PIN � OR DOOR 1/4"MAX.FROM PIN m w o g ' XQ W 4 CONNECTION TYPE 1/2' O GUIDE TO WASHER(BypHING GUIDE TO BUSHING 4 B iv L WASHER(TYP) EDGE REFERENCE ANCHOR a 5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX WPIRORRW�IL®NNW E BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE .152339 FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _ OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS 12'. SCHEDULE.FOR MAX SPACING 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, LOCATION.FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 9 6"O.C. BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCAT10NWALL b9 RIVETS Cal--12"O.C. • O SCALE 30UNTo SECTION O CEILINGCL3 =11N RIDE MOUNT SECTION OO SECTION NUILD OUT O SCALE:3"=1'-0" MIN.GLASS . 11 10 4 949NN/1RDO,P.E. GLASS SEPARATION z tt OR DOOR PER TABLE w `�. ,..1 •... o 'umGLASS OR I-u uDOOR �: No P C D Q z GLASS OR - 0046 a w a DOOR MIN.GLASS X y m SEPARATION - =30 Q m MN GLASS w PER TABLE 2 �!.o' E r F SEPARATION F m S7 IF ry z j PER TABLE 2 Fw- ,++j F s.;°(p - — �oe ? FZw '7j17111 WS 2 `1 �pn 4fi Xw¢ul 13 zoo a _ t/2" 1 E u O°z Cl CONNECTION TYPE ¢ w¢Z Z g«m {— - 1/4"MAX.FROM PIN GUIDE 2B u a REFERENCE ANCHOR E J 0 1,, ¢ryq fill TO BUSHING WASHER(TYP.) Q vl SCHEDULE FOR MAX: (L WW ��W Rz TWO 1/4"m WOOD .250" SPACING 3(j LAG SCREWS @ 24" �C4 CONNECTION TYPE � .250" UI W a m 0 C.MAX WITH 2'• it O W THREADED PENETRATION REFERENCE ANCHOR Qd3 "T"INTO CENTER OF 2X STUDS o SCHEDULE FOR MAX. w •� /m SPACING /�N M ,I B Bb EMB "T' 14 SMS(al MIDSPAN BETWEEN /w DIST. /w , STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD& TUBE CONNECTION � STUCCO FINISH 1"x 4"x 125" le 6063-T6 ALUM.TUBE O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL w THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3"=1'-0" K EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. .Fd s O WALL MOUNT SECTION THIS DETAIL MAY yrn��'�^ 7,E b Q 17 (j SCALE:3"=1'-0" ALSO BE USED O� ¢S AT TOP nz e<Z3 q m S p = L cWf S Funs O 3g ACCORDION SHUTTER $ PER PRODUCT APPROVAL r o —GLASS F o .am $� .' MIN.GLASS OR DOOR F I SEPARATION t3 D in m N ° PER TABLE EXISTING WOOD(G=0.42) $ APPLICABLE AT TOP z TRUSS OR RAFTER AND OR BOTTOM a u X <H Q [N 24"MAX.O.C. Q a 2'OR 3' F M EXISTING FINISH I I MATERIAL / 1/4"MAX.FROM PIN GUIDE � a 1/2'MIN. 5 6 2"x 5"x 1/B"6063-T6 Q O TO BUSHING WASHER ITYP) ALUM.ANGLE W/THREE 2'x3"x3'e X CONTINUOUS OR 2'175' 3 60 1/4"TILE(TYP.I 1/4"0 WOOD LAG it it it w Ilff 2"x2"xY."x CONTINUOUS FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4'*PLYWOOD pENETR "T"IN WOOD @ 5 6 0.9'MIN.THICK 6061-T6 ALUM TRACK X �—1/4"m A325 GRADE THRU BOLT Cd 7"O.C. EACH RAFTER OF TRUSS, ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT(aY 12"O.C. 24"O.C.MAX.WHERE m MACHINE SCREWS AT 3"FROM ENDS GAL V,.OR S.S. EXISTING 3 KSI CONCRETE ANGLE EXTENDS BEYOND AND 9"O.C.FOR THE BALANCE HOST STRUCTURE WITH LAST TRUSS MORE THAN ¢ s d En D 5"0 C W/1 ULTRAC,E TO CONCRETE/CMU 6", EXTEND ANGLE TO w °i'a"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"0 C.W/t-t/4"MIN.EMB. ¢ u+ G 3'FROM ENDS AND 4"O.C, NEXT TRUSS. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR i/4"m LAG SCREW Ca 9"O.C.W/1-7/B" FOR BALANCE WITH 1N�" MIN.EMB. IN WOOD SG=0.42 TO 0.55 r�^x O'- MIN EMBEDMENT AND 2 MAX.DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE, 13 D= I e MIP EDGE DISTANCE, f 62 P.S.F. x Z m I N STAGGERED WITH 3°MIN. HOLLOW BLOCK OR M t7 o,n Q 00PVF ffFPAWLxmimwP.E MAX.DESIGN LOAD AT W-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X z o z r SPACING"TYP. f 52 P.S.F. ANCHOR SCHEID ALUM.ANGLE(6063-T6) p a 15-2339 BASED ON TYPE OF BUILDOUT MOUNT q` „ F tT HO STRUCTURE ARB(MAX.DESIGN LOAD x 72 P S F) Q � DRSCPZPnM ' SCALE:NTS PASS THRU DETAIL HbO TRUSS MOUNT SECTION 9l SCALE:3"=1'-0" SCALE:3"=1'-0" s s e gErynARDoa v.E. EXISTING HOST ALT.LEG DIRECRON FP aS{g7 r STRUCTURE T 1/4•ALL POINTS SOLID SEI ANCHORS WITH 7/8"MIN 77/y I"•' 12"MIN FROM EDGE OF ACCORDIONROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM EDGE OF SHUTTER, SHUTTER BLADES 1/2' SPACING,AND 3'MINIMUM EDGE DISTANCE ? ' TOP OR BOTTOM ASSEMBLY AX (2)6063-T6 ALUMINUM -' ANGLES PER BEAM END,SIZE 0 65495 0 1 1/2' PER SPAN TUBE SCHEDULE _Tt EMBED. SPAN TUBE PER - '�ttS1 DESIGN SCHEDULE C ED EDGE OF ACCORDION =z -" ACCESS HOLE 1/4-20 MACHINE BOLT W/NUI @ 01% FW raj.• SHUTTER BLADES E v 12'O.0 OR*14 x 3/4"SMS 6'O.C. % q of 3.5'MIN a �s £i N TYPICAL m { 112"MAX, `��'.. 777/ Q��}� 3"MIN +EDGE 3 16 Z9 �Q�� 2.875.0 HOLE(TO RECENE DISTANCE uJ N L 0] o ROUND WINDOW ASSEMBLY) MIN. RATIO 13 �'O w MAXIMUM OF 3 WINDOWS EXISTING PER TABLE 2Il SEPARATION CWo p (jj $�W = PER EVERY OTHER BLADE GLASS DOOR OR S 1'r= 3�� z IDX U) dl"w �UTA w .. s LIGHT-N-VIEW WINDOW f°`o EDGE 1/2'MAX 3"MIN w¢ 1C 8 14N.T.S. EXTERIOR ELEV DISTANC In N 10 m 5 6 f CIO LO 3 16 1/4"MAX..FROM PIN GUIDE Qa z ` TO BUSHING WASHER ITYP I tn. w~ a ACCESS 1/4-20 MACHINE BOLT W/NUT ID '^U) T 1/2' HOLE 12'O.0 OR 514 x 3/4'SMS 6"O.C. 2.875"0 HOLE TO SPAN TUBE-PER w a RECEIVE ROUND EMBED. I DESIGN SCHEDULE m WINDOW ASSEMBLY 1/2' (2)6063-T6 ALUMINUM - m _ AX. ANGLES PER BEAM END,SIZE' = �0� EXISTING PER SPAN TUBE SCHEDULE ,po m 1 deLz! HOST 1/4'0 THRU BOLTS SEE BEAM - Z STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -� a W 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m S EMBED IN CONCRETE OR HOLLOW BLOCK 3'MINIMUM F ' 0.125" SPACING,AND 3"MINIMUM EDGE 15 AIfCE 0.125I'il p 0.032" 0.032' MAX.DESIGN LOAD=t 72 PSF a 3 g 3 SPAN TUBE SECTION R 0.196" 8 N.T.S. VERT SECTION pC�q � / \ SPAN TUBE SCHEDULE 1 ALLOWABLE TUBE NUMBER OF ANCHORS PER MINIMUMANGLE m Z ROUND TUBE SHUTTER SPAN THRU43OLTS ANGLE LENGTH x WINDOW ASSEMBLY SIZE SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM eeE 9 , / TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE I^ 80• 123.8• 135.7 2 2 2 3 4" 7• brim ¢q p� \ m 0.125• �• 101.1' 108.9• 2 2 3 3 r 7" �¢Ii��2 / 123• 88.9' 94.4• 2 2 3 3 r r _ 60" 12°.1• 157.0• 2 2 2 3 4• 7'0. 1225x' 96" 114.8" 124.1' 2 2 .3 3 r 7• e0go S 123• 102.8• 109.6• 2 2 4 4 10• 10• ' \ 2kex 60• 138.0• 198.(• 2 2 3 3 r 7• 6 02.875" k 0.188" 96" 122.r 155.r 2 2 3 4 r 10" 03.250' _ 0.12b' 123• 115.4• 137.5• 2 3 4 5 10" 13' 60" 158.1' 240.0" 2 2 3 4 r 10• ygpy / 0.187, 140.6• 229.9• 2 3 4 8 10" 16' 91 R� !�! ' 29 LIGHT-N-VIEW WINDOW \� // °'1875 123• 132.2* 203.1• 3 4 5 7 13• 1B' CWOMTMML0801I qP8 II NZV N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: x x x 4 x "ANGLES FOR 2"x5"&2"x6'BEAMS. 15-2339 1 2 l.x5'xl/4'ANGLES FOR 2'x8"&2"x10"BEAMS. SCALE. _ 3. USE BEAM SCHEDULE FOR DETAIL 3/8. FA®GROCKIP 4IM: 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION LIMITED TO TOP BEAM SPANS. S. SPAN BES MAY,E I USE N A MID-SPAN CONTAILS.WHERE USED TOGETHEDITION WITH SBEAM MUSTHUTTERS SPANNING ABOVE AND 2 BLADE W/ 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 " 8 N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. 6. LAP BEAMS ARE NOT ALLOWED. on 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ` S S ANCHOR SCHEDULE: CONCRETEFRANx L BENNAR00, 1 'PE004654S .}' F 2.5'MIN EDGE DISTANCE `j Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" I-A LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (P'� Cl C2 C3 04 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS �: NO PE004 O 1/4'ITW TAPCON OR ELCO 43 16.0"16.0"115.0"116.0"16.0"16.0"116.0--1 9.0" 13.0"16.0"16.0" 9.5' S.S' 8.5" 14.5" ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5"14.5"16.0"16.0--112.0-117.0- 10.5"16.0"15.0" 7.5' 4.S" 7.5" 10.5" EMBED(3192psi MIN CONIC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9.S' S.S' 8.5" 15.0"15.0" 7.5" 4.5" 7.S" 10.5' �y 70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5'15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINATIOMO. STATED L�6' (IA+Cm 100 15.0" 7.5' 4.5" 7.5" 10.5"15.0" 7.5' 4.5" 7.5' 10.5'15.0" 7.5" 4.5" 7.5" IO.S' 2 x S ITYP I 9 / TO COMBINA TIO�1'� F iw-m 8 1/4"MILLENIVM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0"9.0" 13.5•'16.0"16.0" 8.5" 5.5' 9.0" 13.5' is -'•-4ORID , WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10,5 16.0 13.5" 7.0" 4.5" 7.5" 9.5" �//s�0 O1 MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" B.V' 5.5" 9.0" 13.5'13.5" 7.0" 4.5" 7.5" 9.5" ° //YIIN/4L � 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5'13.5" 7.0" 4.5" 7.5" 9.5" 100 13.5' 7.0" 4.5" 7.5" 9.5" 13.5• 7.0" 4.5" 7.5" 9.5"113.5" 7.0" 4.5" 7.5" 9.5" z p 1/4'ELCO CA R-EX SS4 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0 13.5 16.0 16.0"16.0"12.5"18.0" 13.0 16.0" - Z g i x 5(TYP:I 2 x S ITYP.I ON W/2'EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"36.0"10.0"15.5 16.0"16.0"10.0" 6.5" 11.0 14.0" W W �.,W'" M CONC) 62 16.0"16.0"12.5'16.0"16.0"16.0"12.5 8.0"113A 16.0 16.0 10.0 6.5 11.0"14.0 3 W 1y 70 16.0 16.0 10.5"16.0"116.0'116.0"10.5^ 7.D" 11.5 15.0 16.0"10.0 6.5" 11.0"14.0" U10C 6 x w 100 16.0"10.0" 6.S' 11.0"114.9'116.0"10.0" 6.S' 11.0 14.0 16.0 10.0•' 6.5" 11.0"14.0" C2 W ni I'MIN EDGE DISTANCE - NOTE.. "S"INDICATES ANCHOR SCHEDULE SPACING .WID cl cz c3 c4 cs cl cz c3 C4 C5 Cl C2 C3 Ca cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0 16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" C2 CONNECTION TYPE USING PIECE D WITH OUTSIDE n ULTRACON WITH 1-3/4" 53 16.0"16.0" S.5" .6.5" 16.D"16.D"12.0" 4.5" 16.0"145" 7.5" 10.0" ANCHORS ONLY EMBED(3192p.1 MIN CONC) 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.5' 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE 8Q WITH 70 16.0"12.5" 4.0 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY 100 14.5 7.5 10.0 14.5 7.5' 10.0"14.5' 7.5" 10.0" 'a 1/4'MILLENIUM MILLFAST 43 16.0"16.0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" N{9 4 WITH 1-3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5' S.5" 5.5" 7.S' ANCHOR NOTES: W'�g-g 9 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" 5.5" 7.5' FaC ogi 70 16.0" 9.5" 5.5" B.D" 16.0"11.5" S. 5.5" 8.5" IO.S' 5.5" 5.5" 7.S' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ca_�6 m ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE E ^� u 100 10.5" 5.5" 5.5" 7.5' 10.5" 5.5" 5.5' 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). oy°a 1-1/4'MIN EDGE DISTANCE IJr 1/4"ALL-POINTS SOLID-SEI - Z,0 0 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERTAL, _ < u ANCHOR W/7/8-EMBED& CS C2 C3 C4 -C5 Cl C2 C3 C4 CS C3 C2 C3 GS CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINES - 43 16.0"16.0" B.S' 10.5"16.0 16.0 12.0" 5.5" 7.5 16.0"L2.S' 6.5" 3.0" 5:0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (30DOpsl MIN CONC) 53 16.0"15.0" 6.S' 8.0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0' 7.0" THAN OR EQUAL TO SHUTTER SPAN. 62 16.0"11.0" 5.0" 7.0" 16.0"112.5"16.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0 7.0" •� 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E 70 16.0" 9.0" 4.S' 6.0"116.0"110.5"15.5" 3.0" 4.0" 8.0" 1D.0" 5.0" 4.0 7.0" E 100 10.0" 5.0" 4.0" 7.0" ID.O" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE - BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a 1/4'ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF S 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"11.5'16.0"16.0"16.0"11.0" 7.0" 11.0"16.0" CONNECTION TYPE.(3000ps1 MIN CONIC) 53 13.5"16.0"16.0"16.0 14.0" 8.5 13.5"16.0"16.0" 8.5" 5.5" 9.5' 12.0" 5. ALL.CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE62 10.5"16.0"16.0"16.0 11.0 7.0 11.0"16.0"16.0 8.5" 5.5" 9.S' 12.0" ONLY. 70 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" B.5" 5.5" 9.S' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 S.5" 9.5" 12.0"16.0" B.5" 5.5' 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 4' 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN FINISHES. W/1/4-20 SS BOLT AND Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS �y 1"EMBED(3000ps1 MIN 43 16.0"16.0 14.0"16.0"16.0"16.0"14.0" 8.0" 12.5 16.0 14.0" 7.5" 5.0" So, 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a '� CONC) 53 16.0"16.0 9.5" 14.0"L6.0"16,0" 9.5 6.0" 10.0"16.0"11.5" 6.0" M7.O VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE TATE WOOD FRAMING62 16.0"12.5 7.5 12.0"16.0"14.5' 7.5" 5.0" 8.5" 11.5"I1.S' 6.0" MEMBERS NOTPLYWOOD.FASTENING TO PLYWOOD ACCEPTABLEONLYFORggSIDE CLO§URE PIECES. g ald q70 16.0"10.0" 6.5" 10.5'16.0"12.0" 6.0" 4.0" 7.5" 9.0" ILS' 6.0" O¢ B¢100 11.5" 6.D" 4.0" 7.0" 8.0' 11.5' 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2'x 4"(MIN.)WOOD SPUD.3//4 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN&. LAG SCREWS SHAf1• Rm W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS cl C2 C3 C4 I CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. @p 1'EMBED(3000pS1 MIN 43 1fi.0"16.0 15.0"16.0"16.0"16.0 14.5' 9.0" 13.5"16.0"15.0" 7.5' S.0" 9.0 12.0" @ 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" 4.0" 7.5" 8.5" 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 8� S BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER "� 62 16.0"13.0" 8.0" 12.5'16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. ar 70 16.0"110.5"17.0"111.0"116.0"112.5"0" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �' y 100 12.0"16.0" 4.0•' 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" S 5 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �a #12 SMS W/2"EYEWALL C3 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. 00PTR0RTPAY1fL631WiDDPE ARMOR INSERT W/2"EMBED 43 16.0"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" 13.5' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000ps1 MINCONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.D"11.5 5.5" 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 10.0" 15-2339 62 16.0"15.0 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 50.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO iGIL• - - DRILL INTO HOLLOW BLOCK,NOR SHOGLD IMPACT DRILLS BE USED 70 INSTALL 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS B HOLLOW BLOCK PAGE oE9cRlFRa4U_ 100 14.0" 7.0"F3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5' 10.0"14.0" 7.0" 3.5" 5.5" • #12 SMS W/2.75 EYEWALL 43 iff 16.0"16.0"16.0"16.0"16.0"LDA"14.0"16.0"16.0"11.5' 6.0" 9.5" 16.0" ARMOR INSERT W/2.5 53 12.0"16.0"16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0" L EMBED(20DOpsl MIN CONC) 62 9.5' 13.5"16.0"16.D"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" 70 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.S' 14.0"16.0" 9.0" V L00 5.0" 8.0" 16.0" 9.0" I 1 � ,moi► :; �moom©m©oo©mo©m©moomomo©m©moom© MIN CONC) 2-1/2'MIN EDGE DISTANCE CONN rfPE CONN TYPE CONN TYPE 1/4'ITW TAPCON WITHm��i/i®you®iii iii/�®iiaiiiaiiaa ��iii m®moi/iii/ate®iiia iiia ilii:ilii ilii:iiia:iiiiaiiii��iii���iiiai���iiiiiiiiiii iiia •� ' . m1-1/4'EMBED mi/iii/i is EmEmeIRY1iii iiaiiaii W////,V/////,i�iia�Im®ia®mM?/////,ii iiia MmV///V//// ///////.%/////%////////////�'/////%/l////moi.'%`%/ mMM%////00M0a%///i%///%i%//%ice%//%i%///r///////%//a%/00,mmmmmmmmmm%/////."%/////.'%////m ///////,��/////i//%i///m ai/���//�i,��im EMBED %////%%/////.%/////.�m%////%//a%//%%///iKmm%//aim0a®%///i%//%%%/%mm'///%/%/%/%///%/////. '//////m9m'%///%i%////'%///%NOR m','/////%%%///a'////////"%/////.maa.''///////.mmm%///%///%////!%///im%///i%/////%////,'r////%i mm%//%//%///i%//m%%%/%///%/%/%%//m�/%/%%%i%//%%%///m%/%/ %/%%/%%O� %/, /''///%/%%%/cm''////%/,"%%%/%%// mmm©o©mm©o©m©oo©mmoo©m©om©mo©m© ®®mmm®mm%///%mmm%///%/////,%////%®Emmy m ®mmm®mmmoM Imm % ���®mmmmm%/////.mm ■ mmm%///mmm%/////,%/////,%/////,mm%///%%//a%////® mmm®mm%//%immmm%/%mm ��� �.: : 1-3/4'EMBED �m©om©mm©o©m®mm©mm©m©moom©m©oo© �0�0� ' ®%//i%/////////i////%//// j/%///,%///'/// %////,%/////.'///////.®mmm®gym%////mmm''//////%////imm mO/////."%////%//////."%////%////%///i%//�%/or////iowl%//%i'/////%i'r////%'//////�%////�mmm�mm'//////mmm%////%////mL� - �mmom©mo©m©m©ommmm1-1/4'EMBED ©omm©om©m©mo© ®mm%////%/////�m%///%///i%///%iI�%//%i%/////•!///%i%///%i//////��m���%////"'//////mmm%////%/////.%/////.%//// mm%///a%////%////m%/////,%/////%/////.,%/////.'%///i%//�a%/////%%///%%////%//am®'%/////mEmm%//a%////%//%mm%//%/'%////%////%/////, %///i///im%/%%///r//���//%//%% ///////%///, //i%/ ._............. r// / - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK FRANK L 9ENN;W P. 12 E `{L{113111 IIPED046549 2'MIN EDGE DISTANCE \ l Lf•,,, i� r Spans Up To 6'-0" SpansSpans Up To '-0" S�c ANCHOR CONN TYPE CONN TYPE CONN TYPE x G Cl I C2 C3 CF I CS Cl I C2 tl I C4 CS Cl C2 C3 I C4 CS :* No PEO04654 ; *12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5' 9.0" 16.0"15.5 8.5" 4.5" 6.S' 15.5 8.5" 4.5" 4.0" 7.0" _ 3>t ARMOR INSERT W/1-1/4' S3 16.0"10.5" S.W. 7.0" 16.0"11.0" 6.0 - 3.5" 5.0 11.0 7.0" 3.5" 3.5" 5.0" _ __ 9 EMBED- y 62 14.0" 7.5' 4.0" 6.0" 19.5" 9.0" 4.S' 4.0 7.0 7.0" 3.5" 3.S' S.0" p N = RU Om 70 11.5' 6.0" 3.S' S.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" -3.S' S.0" p x �,n'•,. STATE OF Wm Bpt 100 7.0" 3.5' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" S.0" s•F�ORIDA,,.•• 1? ANCHOR SCHEDULE: WOOD (G=0.55) %,,o/VAL EN , EW.1 ��I111111IL{� 3/4'MIN EDGE DISTANCE '�nn `J G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" 114 g az OANCHOR - LOAD CONN TYPE CONN TYPE CONN TE Z IWXi 14'C.Q x (� Cl TYPE C2 C3 C4 CS ClC1 C2 C3 C4 CS ClC3 C2 C3CA CS W 0i Wx .z. 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0-1111.5'12.5"16.0"16.0"16:0" 7.5" 9.0" 16.0"16.0"14.5' 4.S' 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5' 4.0" 5.0" 16.0" U�j W 6=w 62 16.0"16.0"17.0" 8.5' 16.0"16.0"14.5' SA" 6.0" 16.0"16.0 11.5' 4.0" 5.0" 16.0" O W iu 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5' 4.0" 5.5" 16.0"16.0"11.5' 4.0" 5.0" 16.0- loo 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" u'^i 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.S' 4.5" 4.5" 7.0" c 1.13"MIN EMBED&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" 4.0" 5.0" - N .0,.. SS MACHINE SCREW 62 14.0 8.D" 4.5 6.5 14.5" 9,0" 4.S' 3.0" 4.5". 7.0" 7.0" 3.5" 4.0" 5.0" - m 00 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5' 3.S" 4.0" 5.5" -7.0" 3.5" 4.0" 5.0" m 7"0108 100 7.0" 3.5" 4.0" S.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0 5.0" ri d -'+ #14 SMS OR#14 WOOD 43 16.0"16.0"12.5'14.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5' 5.0" 7.0" 16.0" ,y Y SCREW WITH 1-3/4'MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" m o 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.S' 4.0" 5.5" 13.0" ~ S, 70 16.0"16.0" 6.5" 8.5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" y 100 16.0" 9:5" 4.0" 5.5" 13.0"16.0" 9.5 4.0 5.5" 13.0" c�p n Z °C G' ANCHOR SCHEDULE: WOOD (G=0.42) 3/4"MIN EDGE DISTANCE < g t; Soans Up To 6'-0" Spans Up To 813"- Spans Up To 12'-0" E (b LOAD CONN TYPE CONN TYPE CONN TYPE c 7 O ANCHOR (psf E g. s Cl C2 I C3 I C4 I tl I Cl I C2 I C3 C4 CS Cl 0 C3 C4 CS - o y 1/4'LAG SCREW WITH 173/4 43 16.0"26.0"19.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"116.0"19.5" 3.5" 4.5" 15.0" m ag { MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"112.5" 4.5" 5.5" 16.0"115.0" 7.5" 3.0" 4.0" 11.0" iq I� N 62 16,0"16.0" 5.5" 6.5" 16.0"16.0"1 9.5" 3.5" 5.0" 15.0"115.0" 7.5" 3.0" 4.0" 11.0" �f 70 16.0"13.5' 4.5" 6.D" 16.0"16.0" 8.0" 3.0" 4.0" I3.S'15.0" 7.5" 3.0" 4.0" (9 100 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" n II14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5'16.0"16.0"12.5" 5.5" 7.0" 36.0"13.D" 6.5 3.5 5.0" 10.5' SCREW WITH 1-3/4"MIN 53 16.0 16.0" 6.5" 6.0" 16.0 PUS;, 4.0" 5.5" 36.0"10.5" 5.5 2.5" 4.0 7.5" S THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 1fi.D"13.0 6.5 3.5" 5.0" 10.5'10.5" 5.5" 2.5" 4.0" 7.S' 3qp 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8:0" 10.5" 5.5" 2.5" 4.0" 7.5" 100 10.5" 5.S' 2.5" 4.0" 7.5" 10.S' S.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" o vo n ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK aQ'f�eqq ad////gggggy 4'MIN EDGE DISTANCE him i��� '�i G Spans UP To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" i a Cn LOAD .CONN TYPE - CONN TYPE - CONN TYPE U . n i N ANCHOR (P� Cl_ C2 tl C4 tl Cl C2 C3 C4- CS Cl C2 tl C4 CS fe 5/16'ITW TAPCON%L W/ 43 16.0"is 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" ty ! 5 2-1/4-MIN.EMBED 53 16.0" 16.0"16.0"16.0"16.0"16.0'F11.0-1 16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" � ��� 62 16.0" 14.0"16.0"16,0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 70 16.0" IS.S'16.0"16.0"16.0"12.5" 8.0 12.5"16,0"16.0"12.0" 7.5" 12.0"16.0" � 100 16.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0" A r �!a 5/16'ELCO ULTRACON W/ 43 16.0" 10.5' 14.D"16.0"16.0"10.5" 6.5" 9.5" 36.0"11.0" 5.5" 6.S' 9.0" 4 g 2-1/4"MIN.EMBED 53 16.0" 7.5" 11.0"16.0 14.0 7.5" 7.5" 13.5" 9.0" 6.S" mPM%ffFWKLa NNAR00RE m 62 16.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5' 9.0" 9.0" B.5" 15-2339 70 15.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.S' .-..„ - 06•Z 100 9.0" S.S 6.5" 9.0" 5.5" 6.S' 9.0" 6.5" PAGE DESCRIPTICNI t7 U 2'MIN EDGE DISTANCE Cl L6.O' 3. C4 Cs C3 C2 C3 C4 CS Cl C2 tl C4 CS - II12 SMS W/2"EYEWALL 43 16.0" 11,5"16.0"16.0"14.0 fi.0" 8.0" 16.0"14.5"17.5" 3.5" 5.5' 11.5" ^a ARMOR INSERT W/2-EMBED 53 16.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 62 16.011 13.0 70 16.0" " 16.0"12.5" " 3.0" 4.5" 9?0" 11.5" 6.0" 3.0" 4.5" &.5" 9 FOR.ANCHOR NOTES. L.I LJ ANCHOR NOTES:SEE SHEET 100 11.5" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"