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HomeMy WebLinkAboutProduct Approval BCIS Home M Log In User Registration I Hot Topics Submit Surcharge ` Stats&Facts Publications 3 Contact Us BCIS Site Map;] Links Searcht Flondd u► „D productApprovaltg USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail RECEIVED FL# FL13757-R6 Application Type Revision Code Version 2017 FEB 0 6 2019 Application Status Approved ST. Lucie County, Permitting 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 y frank@engineeringefessILE 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 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. (f' Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indep- .pdf FL13757 R6 COI Indep2.pdf FL13757 R6 COI Indep3.pdf 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 5.. Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Equivl.pdf FL13757 R6 Equiv Equiv2.pd FL13757 R6 Equiv Equiv3.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted i 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 Dwgi.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 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 I1 Dwa2.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 FL13757 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.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc. Created by Independent Third Party:Yes Back (Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copydoht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Stafement 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 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 If you are a licensee under Chapter 455,F.S.,please click-here-. Product Approval Accepts: M ©R .......... ................ Credit Card Safe. NARI 6.8 STREAMLINE SHUTTER II F�0046549 NwP FOR USE WITHIN AND OUTSIDE THE HVHZ `�P� •`10 GENERAL NOTES: 04654 NO PE0 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING -*: 0 = CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - ZONE,AND THE INTERNATI&AL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE -UNLIMITED WIDTH -� {J c N ((IRC)) THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN I ,O'. srarE OF ]44 a AST(4 E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. sEcnoN 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE C '•�/ORIDP.•' W m 8x DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE R 1609 OF THE FLORIRE IDA BUILREMENTDING CODE AS RSHALL BE LESS THAN OR EVUAL THE POSITIVE ORMINED IN ACCORDANCE WITH ASCE 7-10 AND ENEGATIVE DESIGN ��TIINT C N Itis ��u PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. lZ� qui= 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1,5 of m SAFETY FACTOR. Z S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W O.N+W i ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 O 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND u� UI LU LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. c W W 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. z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f a ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM Ht 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. W s 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR f d m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ygA o;R a it 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL aS O z=€to DocuMENTs. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING [BOTTOM OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SICdNED,DATED AND TRACK ? W SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFITING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 3 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c 5 49 INFORMATION: TOWN&COUNTRY INDUSTRIES 1-94R! < 49 FORT LAUDERDALE FL TYPICAL ACCORDION 2 MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION FLORIDA PRODUCE APPROV03 20 AL NUMBER TABLE 2• i N.T.S. EXTERIOR ELEV 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 " K.S.I. 15. 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 F" �'" 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ o a' � BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 111 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REpUIRE. SHUTTER Q t $ 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. y€ 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPANINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 5 st YS 9 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_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 d � 22. SHUTTER MAY BE INSTALLED WITH UP TO( ADDITIONAL BLADES OF SLACK. 2-3/8" 1S1B' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2.114" 15/8' R 99" 3-112" 1-7/8" 3-5/8" 1-7/8" ° TABLE 1: TABLE 1 NOTES: 120" 4-1/8" 2' 4-114" 2'1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5" 2" 11,19E ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES D TABLE Z NOES: e I SPAN SCHEDULE 1. HVHZ:DEFINED MIAMI-LADE COUNTY AND RTHANBROWARDM COUNTY FLORIDA. fTHmPrwmrtT�ANa�xAnooPa AT EACH RESPECTIVE SHUTTER SPAN. 2. F6VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-LADE COUNTY AND BROWARD COUNTY , POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER >`rYFaDK-- 15-2339 SHUTTER SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS Al PRESSURE PRESSURE PAGE DESCRIPTION: 0 SPAN PSF PSF DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". 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 1-518"WHEN>30' ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE C 120" 53 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 144" 43 40 8 ESEPARATI199 09.ON FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM PRO]ECIION VARIES `` K L. 11 FRANK E0046549 Nom 'P}q2 0.115.2.874' 4.874'MAX. `��'•'• ••'s-•. i 0.125" 0.062" 0.450° 0.080" ND P 48549 t O_ `No c 1.830' 0.062" _ 1.708° 0.100• N 1.708" 0.100' N -r �- 0.080• 0.063° -� �I �• to N 0.195' 0.096" L 0.195° o pp -�1. 1- 0.060• 0.070• o.060• 2.820° '.�� •STATp OF t 0.125' .Y. 0.630° ,; 0.630' 0.062".. 1.993' 1.908' , '.ORIOA A- 0 E 0.630" 0.062' „`+,� 0.630• 0.062' ,Ny I I--1- 0.14 0.096�'I SON' G (� -1•'' .--L I 9,069"-{ }-}0.971" / }0.971"f 0.143" 11111111 IJE� 0.062' '"•'oo• r 0.062" 1 O1A60° O.O6P" 1:070"4 m 0.630° v„ Z. 0V1 1.069' 0.200" \ / f 0.630° 0.06' " i-1.069' l' 1•-' I 1 tpo5.745"MAX1SUPPORT LEG OPTIONAL) 0.200' . •-} 0.062" 0" w j59 1" }-1.069"-} 0.062' 90140 W l Z 5.745"MAX. N K b �i OWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL c w SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 1 WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0.874"j- 2.655' 0.875' 2.195' �}--}0.510" . I I - 2.195" 1,,23 0.080' uu 1229 1 L_° R I ::1111 Uhd a 0.7 5' SLID (( ..I. 11 I I y ! .I 6 �rl1i� Mg O m 2.6$5 N Oj_IN _r I it Pri oS 1.069' .I. J n S .'0.105" 4� : m 2.362° 4.84° O Zm g fi fn N .831• I ri n .I n ; t`.1�If -�T- �4.510" g 0.105" n 0.105 1.069" }�0.105° I m 0.075° n O I' 'LO..74.510' ' i--� .... _ ..l... � i �+ �0.04� E-- - 1 o 0.781° 0.07 NOTE:TESTED THICKNESS OF 4.510"� �.--3.506' BARE METAL W/0 PAINT IS 0.039' ( SILL Og SILL ADAPTER Og EXTENDED SILL IO EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE cQ R SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E SCALE:HALF SIZE [�1� SCALE:HALF SIZE r ' h ffi H � � o.oeo^ 0.477 ' 1.s7o° o slo^ 0.10.143� 0.341" 06 i' �a st a P� ffi°A 0.070" 0.245' do c 1.708' 0.143° 0.096" II 0.060" t g 4.753• 0.115" --,L 0.080• 0.117" �+ 0.090"ry e 4.510"� ri 0.096"L 1-o.1BD• L 0.080' ¢ �� 0.682" 0.630" 0.060"`i 0.080° •' R 0.044" 0.227' CW110(pfFAAV(Le3NMDOPfi 0.693° 15-2339 NOTE:THICKNESS OF BARE 2.822' 0.420" gcAlrE. - 1.625" METAL W/O PAINT IS 0.039' FAae DESCRI�DNI jg 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 6.8 STARTER Ig WALL SILL CLIP WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE X9'9 FRANK L.BENNA-0,P.E. PE0046... :q.,�:•�,•}, 280' NYLON WASHER OR `���'vp,,NK• ,., Tif-0.125" 0.610" STAINLESS STEELH ALUMINUM ASSEMBLY I I Up 0.357°0.320'0 HOLE o 0So" 0.276' NOPE I� oz #10 x 2-3/4°410 Hi5.5. • 0 _0 880 0 OSp NYLON ,y 4 a m INSERTS SCREW W/TC ULTRACOTE0.591" 7 f 9 ri WHEEL o 0.1�2 COATING El -_� C�JL INTO P TOP&BOTTOM ((\ > F p 1.100' 0.240' TRACK to 0,c � w $NYLON BUSHING W/WASHER: ,CSj •�/pA AM m ITYP.AT EVERY OTHER 0.750' 7/16'0 x 1/2"@ INTERIOR JOINT TOP / 075"MAX. INSIDE JOINT AT TOP. CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN INTER ON EMERIOR OM 0.137° //It ENGVt �(Q ky�_ O ANGLE fW ow= eg 19 HOUSING-ZINC DICAST,POWDER COATED ?� ��V c: p i 22 ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT ��11ffQ ¢u� 10- SCALE HALF SIZE 24 26 U zo SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE oL m OR KEY/THUMB TURN OPERATED INSIDE. W W OO+N 9 I w� f-}o.zso^ 23 BRASS PUSH LOCK ON SCALE:HALF SIZE N K sw qRO.155" 1.978' =Tj o w W N RO.500" 4.000" 0.236• 1.742° 0.286' 1.603' i 0.500' 1.710" 1.224" 0.267" 0.623' N 0.790" 0.531" - 0.531" m 0.090" 0.319" $ m of m 0.064" ro ^ 0.2 " X26' d 2.250° 0.09 n 0.250" o o ]26 0.607" " 0.607'a0.118' 4�0.224° 0.239' N - O1, meIF912.750" 0.060" 0.496" L ma 2.000"� 1.758" `-= 1 �, :"�O ORAINGUARD O DECORATIVE FLOOR TRACK �/ q55 w 27 28 3.476^ 0.160" 0.222'-}t- 0.1.4 �Zm SCALE HALF SIZE SCALE:HALF SIZE 1.001 0.062° a u 0.062" 0.062" �-0.176° u 30 UNIMATE LOCK 31o MALE BOX CENTER 32 FEMALE BOX CENTER E SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZEi'" $ Q +�0.062' o g }--}0.400° } -5.500"x 13/16"WIDE _ A 167' 7/16"0 STAINLESS o � STEEL NUT � I r � 30 0.188' n N - 0 " 0.438" 5/16-18x1 MACHINE SCREW TYP. STAINLESS STEEL a+ m 0.121' l 0.689" POWDER COATED,ZINC DIE-CAST 5/16'0 INTERNAL �. N X4.500' 1-� THREAD HEAD STYLE VARIES a SECTION A �'� �- 1.050°1 DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW �, �, •';� a a lea INDUSTRIAL SYSTEMS (OPTIONAL) SCALE FULL SIZE SCALE:FULL SIZE c 0,254" 400 40b 40C OBOX LOCK SCALE HALF SIZE N 0.319 �,\ 35 SCALE:HALF SIZE _ END STRIP 1" o��o l l 5 g f- 2.000"-1 2" & 3" EXT @€QQQ } 0..050050'" -f 0.125" 7Y0.125"SCALE: HALF SIZE I 0.093" w Qi t� •P�y� pg� 0.125" F z��� � e D 0.125" Ox°ITIXi1fFRMIXL�NUlAOPE n $ M o.zsD° o 0.093" IS- SCAM - N � - 1 �z" j vAoe oeseuvrcoNi 1 1 7.000' O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ^ �� 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE ^vS� F NNAROO, X11 dh`d�� ='„i ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE®18.O.C. EXISTING Dom, il�l�GLAZINGSEE ENDSTRIICL��SCHEDULE FOR la>Dc." No _ .ANGLE EMBED N SPAN WHEN QW: Wg$ LEG D RELIT L yq� 20,40a,40b 0R.$OG, N EMBED. 17 ' (INTERIOR) N II 1/4= OR 6.8 STARIfRp'. 03 17 pl 1[ 17 _MAX. WITH 21 OR 2-4. 0•• p ,V MIN.0.062'THICK 6063-T6 ALUM. %(�`s''• 8 30 ANGLE 1°x 1"MIN.TO 2"x S"MAX. 21 25 EDGE c._ (ANGLE LEG MAY BE REVERSED) DIST. (F(ASTEN ANGLE TO TRACK W/ 1 TLTI 81 U," 8 ANY ANCHOR PER ANCHOR C2�RNER TOP BOTTOM•AND �>Q a o SCHEDULE 18.O.C. STARTE �Q u1 13 t 3 13 ATTACH/TO 6.8 SNARED R p w 9 u7 13 812 x 1/2"GALVANIZED OR S.S.SMS, 812 x 1/2"GALVANIZED OR Z 30 .S.S.SMS 3/16.0 ALUM.POP W ON 6.80"IT P.) MACHINE ALUM.POP RIVET,OR 1/4-20 RIVET Obi 1/4-20 MACHINE 0"�W„Y" _ USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT®18'D.C. ALTERNATE END STRIP DETAIL BOLT NUT(d 18'D.C. ;rL I (EXTERIOR) 5/16-18]:iUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE mcex INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0'• ANY TRACK W/ TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. �p m HOLE SHALL BE 3/8'MAX WIDTH,UP TO SF SPAN SCALE.3" V-0" I'HEIGHT. 1.810(2.77 2 108• ® OR 94" 0 84" USE ) BRASS PUSH LOCK 80• D. OR(11 5 /16-18 THUMB 132 76. SCREW IpI.�O THREADED LOCKING DETAILS FOR 2'B/0(3.T) 82 95" SEE END STRIP INSERT O7I AT 1/3 SPAN CENTER MATES ® 2 8 Y TO 2/3 AN FROM 82 SCHEDULE FOR MAX. BOTTOM OF SHUTTER SHOWN ON RANDOM SPAN WHEN USING RECEIVING HOLE SHALL BE 30 DETAILS 3'B/O(4.7') 82 872 B: 20,40a,4060R 40e, ��!!�F�„ a 3/8"MAX WIDTH,UP TO 13 0° �••��IfI 1"HEIGHT. 30 82 110• ~ 1/4° WITH 2 OR 25R ='s i m ALT.1.910 ., MAX. 2. 102 �a �� ( T7 B2 5" .. �m< 2D 2 8" 40 40 USE APPROPRIATE M I N E 132 STARTER STRIP TO 1.6'x3' 5 93 40 20 PROVIDE CLOSURE E 4� }} x0.093' FOR W g 13 857 gal0 et" BUILDING CONDITIONS. E g (INSIDE)23 71 3 78 TO TRACK (21Ri110x1P y c SCREWS AT CORNER,TOP xo 2s• 42 13B ALTERNATE END STRIP DETAIL g BOTTOM O 13 u�FW 67 60 120" SCALE:3" 1'-0" BOSSES. W/SCREW •y a m 36 11 B' w FWD j73 p SILL No. FOR GREATER SPANS OR IOADSTHAN N Q SNOW N IN CND STP1P SCHCDULP.CND ~ (JI MEAN US NG ANY ANCHORON TME ANGLE a �� } O I Z ANCHOR SCHEDULE A 114x3/4.7EI( EXISTING GLASS pia v 13 SCREW OR 1/4.20 SOLTTO ENO STRIP. USE 11)BRASS PUSH LOCK 30 N w USE 111 BRASS PUSH LOCK INSIDE OR ltl 5/16-18 THUMB G m OR(1)5/16-18 THUMB (INSIDE)30 13 t Qd a INSERT 1370AT 1R%3 SPAN SILL Sl ! 11 SCREW I O THREADED 1 [ @pe INSERT 7 AT 1/3 SPAN z a m TO 2/3 AN FROM d TO 2/3 N FROM g,n iti" BOTTOM OF SHUTTER , ! BOTTOM OF SHUTTER. (OUTSIDE) RECEIVING HOLE SHALL BE E 3/8"MAX WIDTH,UP T S 1"HEIGHT. 23 Pi OCC1 TYPICAL OUTSIDE CORNER CLOSUREg t DETAILS WO/CORNER POST ' - ---' S 3D NO e�e NTS 13 30 COPVRWffFRWLIENRDOP.E 13 SILL 31 215 13 3 (OUTSIDE) 15-2339 USE 111 BOX LOCK AT 1/3 6GL6 SPAN TO 2/3 SPAN FROM PAGO ORSCRIPTIOM BOTTOM OF SHUTTER OTYPICAL INSIDE CORNER CLOSURE CC2 DETAILS WO/CORNER POST 7% MULTIPLE SHUTTER ASSEMBLY NTS 7.n¢ SCALE.3"=1'-0" a NILI FRANK L BENNARDOP.E. Cl CONNECTION TYPE 1�Ry0P06944�IF//s�•�.,te, REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ - REFERENCE ANCHOR 1/2W/NUT @ 12"O.0 OR pp / \ SCHEDULE FOR MAX. ®2" #14 SMS @ 6"O.C. = SPACING (TYP.TOP 8 BOTTOM) to QaN ALUM. TUBE IJ 4,T O 4 2 FASTENERS 6063-T6 ALLOY F T'•. M, rn EACH ANGLE SEE TABLE A FOR SIZE. I Wo �OORR 660R/ Z //(�61 �,M.*- JJ /LL7 C 1p ALTERNATE THRU BOLT _S 0 1"x 2"x 1/B" � 1� OR 2'x 2"x 1/8" Cl CONNECTION TYPE ALUM.ANGLE 0 .� REFERENCE ANCHOR MIN.GLASS W O= U �QW f}}f SCHEDULE FOR MAX. SEPARATION 13 F U!1 25 m z0 13 I. SPACING PER TABLE 2 F'Q Z w Z L'O w Ir THREE 3/16'O ALUM. (� 1 POP RIVETS OR i� I GLASS x aQ WW °u e°W.0®z tttttt 3rE`7q,Z THREE#12 SMS,TYP. 0 17 -; \ OR DOOR—yl Q= y S dH 3/16'0 ALUM POP `` I u W TABLEA�on) 17 @18T0C (TYPIS \..'.I -- ^// A(TF��gTe 50R(6-)0R �Z= �O W PRESSURE VS ALLOWABLE LENGTH \ \B OR'(1611 m MAY USE MALE OR — l.7 N 2"x2"1v/8' 3'(V3°�/8' w o G PSF No WO 0 FEMALE LOCK-SLATA 62 130' 188' 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN LL C5 CONNECTION TYPE Cl CONNECTION TYPE " GUIDE TO BUSHING 72 124' 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR IL-�--� WASHER(TYP) yu+g •t6� 82 119' 172' CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX -'I 8 92 114" 16S SPACING .I ,IIS #14 x3/L"SMS E 9"O.C. F- o 102 110" 160' I - j ANGLE TO TUBE CONNECTION y O m 0m 120 109" 14T TABLE B((L4) EMBED. 6063�T6 ALUM TUBE z.I m� 150 9T 131' EXISTING HOST CQ 200 88" 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE a�sF14 g. 2"x2"x118° 3'SO"xl/8" EDGE DISTANCE REFERENCE ANCHOR E PSF WITH 0 WTTH BIO SCHEDULE FOR MAX. w 6 SPACING p $ 62 113" 166' m 72 10T 1sT, FASTENER Cl 18"O C. Cb ALTERNATE BUILD OUT MOUNT SECTION a o (USE ANY ANCHOR SHOWN V 82 101" 14T IN ANCHOR SCHEDULE) SCALE.3"=1'-0- m 92 9S 139' o $ 102 90' 13x' 120 83' 12T 0: ISO 74' 109' r w !DO yt' u 2..x2"x _ H =oB: 3/16 RIVET OR#12 SMS 090"6063-T6 *ARAON 13 18"O.C. OR 1/4-20 ALUM TUBE TYP. vi c' = Z I o_a71 5 u �O 17 '"-w N OVIw aaSE1ppp NUT 8 BOLT(TYP.) 3/16"0 ALUM.POP u r GLASSX O Z m b6 ALUM. TUBE RIVET OR#12 SMS z a¢ OR DOOR 6063-T6 ALLOY (al 18"O.C.(TYP.) g N aE u if Ei &s SEE TABLE B FOR SIZE. 2"x 5"x 1/8" u 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE �� m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 0 POP RIVETS OR17 THREE#12 SMS,TYP0 0 1"x 2"x 1/8" 4 CONNECTION TYPE3OR 2"x 2"x 1/8" T- REFERENCE ANCHOR' ALUM.ANGLE SCHEDULE FOR MAXUSE MALE OR FEMALE SPACING 00PYF NFRWLBBIWA00P.E LOCK-SLAT TING CONCRETE, 1S-Z939 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION SAG PAGEoBscwvrlono #12 x 1/2"GALVANIZED SCALE:3 1'-0" OR S S SMS,3/16"0 ALUM. j CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS X99 NTS MACHINE BOLT 8 NUT SCALE:3"=V-0" j Cl 18"O.C. I FRANK L 19 NARDO,P.E. CS CONNECTION TYPE 11 ._ 4 REFERENCE ANCHOR EXISTING z SCHEDULE FOR MAX. STRUCTURE SPACING ¢w.- C1 CONNECTION TYPE S"MAX. 1/4-20 MACHINE BOl`f�Qi •,Q GLASS ¢° GLASS w OR DOOR u OR DOOR ww REFERENCE ANCHOR 19 W/NUT(al 12"OC.OA 1- SCHEDULErN=oma SCHEDULE FOR MA%. 014 SMS(la 6"O.C.= - 13 =Q Q MN 13 = m=J SPACING 1/2" (TYP TOP&BOTTB G VII MN VIN N-1 G1A55 -.9" Q /2" Z IM 1/4"-20 THRU BOLT W/ GLASS G m 014 x 1/2"SMS(al 12"O.C. EPARATION X 2 z r w % T SE = Q PER LID- LOCK NUT(al 12"O.C.OR PER Y r r OR 3/16"8 ALUM.POP TABLE 2 Q ao �OR12 x 1/2SMS(d 12"O.C.E.S TABLE 2 Zpr RIVETS(al 6"O.C. OR 1/4"0 F VIw OR OR 3/16"m ALUM POP 7 ALUM.POP RIVETS(d 12"O.C. Q RIVETS(oT 6"O.0 E.S. \ u= ///!R 1/4"aD ALUM.POP RIVETS / 11AND 3O r wf(nl12"O.C.E.S. ASSEMBLY 1/4"MA%.FROM PIN ES PARATION >j/4"MAX.FROM PIN =p.-/ 1/2"TYP. GUIDE TO BUSHING PER TABLE 2 AND 10 GUIDE TO BUSHING WASHER(TYP.) O Mw 11,ASSEMBLY WASHER(TYP) GLASS N r=-o N Q WW i ui �'z / 1/2"el/2*'TYPEXISTING CONCRETE, W3 CONNECTION TYPE OR DOOR X In Z p z r3is BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR Q G:Q 9N WSCHEDULE FOR MAX. F °a O W m 4 CONNECTION TYPE DIST vN pREFERENCE ANCHOR SPACING .4DGE SCHEDULE FOR MAX IST SPACING AS SHOWN IN DIAGRAM ON PG.9 W 3 CONNECTION TYPE LA5 OR OR rn Yl� REFERENCE ANCHOR EXISTING CONCRETE, ° 0 6 m .SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN '47 / SPACING.ALT..FASTENER /2" \ Cl CONNECTION TYPE GUIDE® BUSHING LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER (TYP.I y E \ MAX FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDUL .d PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING K 5 CONNECTION TYPE m BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y~j (TYP') ' " SCHEDULE FOR MAX SCALE:3"=1-0 EXISTING CONCRETE, SPACING I I / BLOCK OR WOOD FRAMI EMBED zm BUILD OUT MOUNT SECTION ——� TYP BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" E !!l--- BLOCK OR WOOD FRAMING p 7 8 EXISTING a o g I, NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE m THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED 5 CONNECTION TYPE ca WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS W SCHEDULE FOR MAX. REFERENCE ANCHOR S A MINIMUM OF TWO SETS OF ANCHORS AND ISA m EQ E R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w g 6 SPACING SPACINGE FOR MAX b USED WITH THE BASE TRACK MUST BE CONTINUOUS q OVER THE GAPS BETWEEN SECTIONS. 3 16 /�., W 6 1/2" L!1'R 2O w r GLASS W r j w ° 66 OR DOOR GLASS 13 r N w w o: 1cp iI 0: 012 x 1/2"SMS(pl 12" EPARATI x nnpp ..: w w r a gill•E� Ir -.5 w F. O.0 OR 3/16"8 ALUM PER V=i o Vui a LL 13 rut N o` plea r POP RIVETS @15' O.C. TATE 2 X O z r GLASS OR 1l MR GLA p= _� ����g 2 g+ r M N l'm'w OR 1/4"0 ALUM POP Q 0 Q DOOR p TI N Lq r O N 4 A . 13 'izxJ RIVETS(a112"O[ E uON PER TABLE2 Xz 0Zf MN GLASS r m v w IY (S 5( 1 SEPARATION L�O VI Q Q °a tA g�I PER TABLE 2 Q C r O7 AND© 1/4"MAX.FROM PIN " g SCREW 8.NUT SHINE '-,0'LJASSEMBLY 1/2" GUIDE TO BUSHING Q ;, 12"O.0 Q o TYP. WASHER(TYP.) t7 N _ x GLASS ° 1/4"MAX.FROM PIN �• OR DOOR 1/4"MAX.FROM PIN m w X a 4 CONNECTION TYPE 1/2'• GUIDE TO BUSHING LQ}� T �•! Q GUIDE TO BUSHING O WASHER(TYP I iry x: f WASHER(TYP) EDGE REFERENCE ANCHOR EXISTING CONCRETE, DIST. SCHEDULE FOR MAX OOPAICiOROk(LEBA4✓DOPE = BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE INACING AS DIAGRAMON PG 9 REFERENCETION TYPE ANCHOR 15-2339 OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. sGLet "x 3"x 1/4"CONT 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING �AceoeseuvrxoN� SPACING.ALT FASTENER 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM. EXISTING CONCRETE, LOCATION.FRONT AND AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING SPACING 99 5 SHOWN CASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETSO (d 12"0 C.p WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT SCALE:3 1'-0" SCALE:3"=1'-0" SECTION SCALE:3-=1'-0" 00 MN GLASS *0�04654 GLASS SEPARATION Z 1111 OR DOOR PER TABLE 130 ♦♦♦ ♦�Q GLASS ORDOOR ' Nop3 ZOR DOOR MN GLASSx 14 N SEPARATION -Q= r GLASSPERTABLE2 � L Fw- RATION L3 r ABLE 2 w I-G Y FOf D JJ=" =ao Y r 7 zou W '-o"' fnn H>Ud WZ X MIn 13 Wou CD aL §<W �0- J /2" 1 f °Z C1 CONNECTION TYPE a m'^ Zx OM m Gg 0 ev - 1/4"MAX.FROM PIN GUIDE 28 a REFERENCE ANCHOR F �Z 00N�^�iw('( TO BUSHING WASHER(TYP.) a IA SCHEDULE FOR MAX <a WW 0"Lu 'Z TO TWO 1/4"0 WOOD 250" SPACING N En LAG SCREWS Cal 24" C4 CONNECTION TYPE .250" W g O C MAX.WITH 2" Ir 011u u w g THREADED PENETRATION REFERENCE AN N "T"INTO CENTER OF 2X STUDS ❑ SCHEDULE FOR MAX. /m SPACING / 0- 14 Lw7- M I' 8a 1�8b EMB "T' 14 SMS(al MIDSPAN BETWEEN /w DIS W p STUDS FOR TRACK TO 1"x 4" / T' EXISTING HOST STRUCTURE m PLYWOOD& TUBE CONNECTION STUCCO FINISH 1"x 4"x 125" 6063-T6 ALUM,TUBE O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w s THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE:3"=t'-0" a$ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. o OWALL MOUNT SECTIONTHIS DETAIL MAY .o� m SCALE:3"=1'-0'• ALSO BE USED AT TDP -m< G � S u ACCORDION SHUTTER (t It g PER PRODUCT APPROVAL r o -GLASS F 0 m ari MN.GLASS OR DOOR I- I _ 'D SEPARATION 13 D in V1 li PER TABLE = EXISTING WOOD(G=0.42) rO � R APPLICABLEAT TOP Z w Z TRUSS OR RAFTER `���j 3:AND OR BOTTOM Q a X G Cul 24"MAX.O.C. 1-1/2'7-1/2" K' a- 2"OR 3" E N z M EXISTING FINISH I I I MATERIAL 1/2"MIN. 5 6 1/4"MAX,FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 ' ' ii ❑ m � aQ TO BUSHING WASHER ITYP 1 ALUM ANGLE W/THREE 2"x 3'x j'B"x CONTINUOUS OR 2.175" o o i i i i i w 3 6 1/4"TILE IT P) 1/4"m WOOD LAG n 2"x 2"x%"x CONTINUOUS " FINISH MATERIAL SCREWS WITH 2-3/4" 6061-T6 ALUMINUM ANGLE MINIMUM THREADED 3/4"PLYWOOD PENETR."T"IN WOOD Cul 5 6 € h 0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT(al 7"O.C. EACH RAFTER OF TRUSS. O � o ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/ 6-0 A325 GRADE THRU BOLT Cal 12"0 C. 24"O.C.MAX WHERE EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS A GALV OR S-S. ANGLE EXTENDS BEYOND t R HOST STRUCTURE WITH _ __ AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN ¢ 6 1/4"0 ELCO ULTRACON TO CONCRETE/CMU F 1/q'"O ELCO ULTRACONS AT 6", EXTEND ANGLE TO W 3"FROM ENDS AND 4"D.C. EXISTING CONCRETE HOST 5"OC W/t-1/4"MIN.EMB. w NEXT TRUSS. w h 2-1/2"MIN. STRUCTURE(3000 PSI MTNj OR 1/4"m LAG SCREW(nl 9"O.C.W/1-7/8" D ❑ +� g FOR BALANCE WITH III,- IN.EMB IN WOOD SG=O 42 TO 0 55 _0 10 °�. MIN EMBEDMENT AND 2�I" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: t3 D= x 3 gge EXISTING CONCRETE, x MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR / ".20<Vv167 STAGGERED WITH 3"MIN. l7_ ¢ OOPYPKgRFAAV(LBOdURDDPE X Z❑Z MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"U 5"x 1/B"CONT Q�x¢ 15-2339 SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ALUM AN (6063-T6) 0. BASED ON TYPE OF - m SCALL4 p BUILDOUT MOUNT STRUCTURE < PADBDBBCRIPIIONo SHa SCALE:NTS (MAX.DESIGN LOAD_72 P S F) PASS THRU DETAIL n Hb SCALE 3"=V-0" O TRUSS MOUNT SECTION °fly SCALE:3"=1'—0" "� EXISTING HOST ALT.LEG DIRECTION F NNARDO,P.E STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 1 Aq I///j G-ri;� EDGE OF SH12"MIN UTTER, SHUTTER ACCOEDGE OF RDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM TOP OR BOTTOM ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE52t _ I AX (2)6063-T6 ALUMINUM . ANGLES PER BEAM END,SIZE O 46549 .1/2" PER SPAN TUBE SCHEDULE EMBED. SPAN TUBE PER DESIGN SCHEDULE CIJ 1D N ACCESS HOLE EDGE OF ACCORDION Z Z 1/4-20 MACHINE BOLT W/NUT E 4- SHUTTER3.5"MIN BLADES f d 12"O.0 OR*14x 3/4"SMS 6"OC � •TYPICAL ro 1/2"MAX. �i 3'MIN I 5 6 Cud . >Ua: 2.675"0 HOLE(TO RECEIVE DISEDGE TANCE 3 16 �.�h �a or z ROUND WINDOW ASSEMBLY) n MIN.GLASS 13 Z� we gby MAXIMUM OF3 WINDOWS EXISTING Il SEPARATION °�wFC+.o� WW oN9^3 " GLASS OR I UN:ILI E a PER EVERY OTHER BLADE DOOR = I�WL r47 1 LIGHT-N-VIEW WINDOW fo 3"MIN b� 41 o k SEDGETANCE 2"MAX 9 y N 8 N.T.S. EXTERIOR ELEV DISTANCE ?IRm 5 6 3 16 1/4"MAX.FROM PIN GUIDE .n .moi(7 O TO BUSHING WASHER(TYPA n. W~ 0 ACCESS 1/4-20 MACHINE BOLT W/NUT @ �. m 1/2" HOSE 12"O.0 OR*14 x 3/4"SMS 6"O.C. 2.875'0 HOLE TO ( SPAN TUBE PER w 43 E RECEIVE ROUND EMBED. DESIGN SCHEDULE I o g WINDOW ASSEMBLY 1/2" (2)6063-T6 ALUMINUM •P-$uT o 'I - 'f T1AX. ANGLES PER BEAM END,SIZE EXISTING 1 PER SPAN TUBE SCHEDULE HOST 1/4"0 THRU BOLTS SEE BEAM - Zm a STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -m 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/6"MIN m g q EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF g 0.125• 0 125" SPACING,AND 3"MINIMUM EDGE DISTAIfCE 5 p 0.032" 0.032" MAX.DESIGN LOAD-t 72 PSF •E 3 g 0.196' - ��' `�. 3 SPAN TUBE SECTION g� / 8 N.T.S. VERT SECTION ppp lP\ 6 4S. F SPAN TUBE SCHEDULE R / ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE 4 _ ROUND TUBE E SHUTTER SPAN THRU-BOLTS ANOHu,OR SG LENGTH ' WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM RIS S n 1 / ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a / 2k5k 60" 123.6" 135.7 2 2 2 3 4" 7' g S� aR 96" -101.T 108.9' 2 2 3 3 T 7• ham �' ! 8.125' 123' _89.9' 94.4" 2 2 3 3 r r 1q L " 129.1' 157.0• 2 2 2 3 4' O �,x, B8' 114.8' 124.1' 2 2 3 3 r 7' L if B 123" 102.8' 108.6• 2 2 - 4 4 10" 10' -- I / 60' 130.0" 198.9' 2 2 3 3 T 7• _ 02.875" {-}0.188 ( a t26• 03.250" 90" 122.T 155.T 2 2 3 4 r 10' ° ' 123' 115.4• 137.6" 2 3 4 5 10" 13' - @y 60" 158.1• 2A0.0' 2 Z -3 -4 7" 10" Jim 96. 140.8• 229.8' 2 3 4 6 10" 16" as 6S 29 LIGHT-N-VIEW WINDOW // 0.1875" 123" 1 1322 1 203.1' 3 4 5 1 7 13" 19, WPOG4GFAAN(LIBNWDOPE N.T.S. BASIC PLASTICS SLX1431T-UL-94HB i SPAN TUBE SCHEDULE NOTES: _' x x x x 4°ANGLES FOR 2"x5"&2^x6^BEAMS. 15-2339 2. USE 2".5'x1/4°ANGLES FOR 2•x8'&2"x10"BEAMS. SCALE, 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DE ON. 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. 2 BLE E W ROUND WIN DOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 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 6. LAP VEA 96 BE NW THE..BEAM. 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. U FRANK L SENNARDO,P.E. ANCHOR SCHEDULE: CONCRETE Q'-Y. pPE0046549 4;';` 2.5'MIN EDGE DISTANCE `� SDans Up To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" P?' Q LOAD CONN TYPE CONN TYPE CONN TYPE Q-; 0 ANCHOR x (Dsf) Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 c3 CA CS �.' No PEO04 Q ' 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5" 5.5" 8.5" - ULTRACON-- 1-3/4' 53 16.0"16.0"10.5'14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16:0"16.0" 9.5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 7 (L�y a = 70 16.0"13.0" 7.0" 11.0"16.0"15.5" B.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / 8 COMBINATIOI,0�•. STATED L-®• 46y-m sf 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" 10.5" 2 z S(7YP.1 q / 10 COMBINATIOFI; 1/4'MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16A"16.0"16.0" 9.0" 13.5'16.0"16.0" 8.5" 5.5" 9.0" 13.5" MIN CONCRETE)ED(3275psi 62 16.0"15.0" B.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 45" 7.5" 9.5" ° /�� '4L, ry. °W u 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" lid Q 100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5' 7.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5" ��l( Z O 1/4'ELCO CRETEfLEX 554 43 16.0 16.0 16.0"16.0 16.0 16.0"16.0::113.5''16.0 16.0"16.0 12.5" 8.0" 13.0"16.0" Z'` I x S.ITYP. 2 x 5 ITYP.) WW N W/2"EMBED(3359ps1 MIN 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" 11.0"14.0" U'� CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.5" 8,0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0" ?�C'y17 Eilltlll\TH 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" Uf,&.Z s w 5 100 16.0"10.0" 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" C W �+ 3 1"MIN EDGE DISTANCE NOTE: •'S•'INDICATES ANCHOR SCHEDULE SPACING .WTO "p Cl C2 I C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.U' 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 ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY r0 EMBED(3192ps1 MIN CONC) 62 16.0 15.5' 4.5" S.5" 16.0"16.0" 9.0" 4.0" 14.S'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE 08 WITH :�+f ( 70 16.0"12.5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.S" 10.0" OUTSIDE ANCHORS ONLY 100 14.5" 7.5" 10.0 14.5" 7.5" 10.0"14.5" 7.5 10.0" 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" y�' WITH 1-3/4'EMBED(3275p.1 53 16.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: K Q 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" H. m 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING c M 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE y 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). �_°O m R 1-1/4"MIN EDGE DISTANCE 5 m d s 1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ®Z m< S u ANCHOR W/7/e'EMBED& Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 C4 CS ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATERTHAN OR 03 m 1/4-20 SS MACHINE SCREW 43 16.0"16.0 8.5" 10.5"16.0 16.0"12.0" 5.5" 7.5" 16.0"12.5 6.5" 3.0" S.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER E g (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" 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. s E TTm� 62 16.0"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 IDENTIFICATION OF CONNECTION TYPE. 3 r3 •� 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5" S. 3.0" 4.D" B. 10.0" 5.0" 4.0" 7.0" = c g a 100 10.0" 5.0" 4.0" 7.0" 10.0•' S.0•' 4.0 7.0" 10.0 5.0 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE m 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER E 1/4'ALL-POINTS SOLID-SET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8"EMBED& Cl I C2 C3 I C4 CS I Cl C2 C3 I C4 I CS Cl C2 I C3 C4 CS CONNECTION TYPE. SEE CONNECTION DETAILS FOR 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 7.0 11.0"16.0 . �•, (3000psi MIN CONC) 53 16.0"I6.0 13.5 16.0 16.0 16.0"14.0 8.5 13.5 Ifi.O"1fi.0" 8.5 5.5 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 62 16.0"116.0"110.5"116.0"116.0"116.0"111.0--1 7.0"111.0"116.0"116.0'.18.5-1 5.5" 9.5" 12.0" ONLY. •� 70 -16.0"115.0"19.0"114.0"116.0"116.0"j 9.0"1 6.0"110.0"113.0"116.0"18.5-1 5.5" 9.5' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 100 16.0" B.5" 5.5" 9.5"112.0"116.0"18.5" 5.5" 9.5"112.0"116.0"18.5- 5.5" 9.5' 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 1/4•POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. _ R W/1/4-20 55 BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS a�a $ 1"EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16,0"16.0"16.0"14.0" 6.0 12.5 16.0"14.0" 7.5" 5.0 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS S CONC) 53 16.0"16.0 9.5 14.0"1fi.0"16.0" 9.5 6.0 10.0 16.0"11.5 6.0" 4.0 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE%UATE WOOD FRAMING k5 6gg rgiLL MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR 8 £ m •T-- 62 16.0"12.5" 7.5 12.0"16.0"14.5' 7.5" 5.0" B.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. �8� 70 16.0"10.0" 6.5" 10.5"16.0"12.9' 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0 B.0" Si IY 100 U.S. 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" B.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER S 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN.)WOOD SND.3/4" 1/4"POWERS 55 DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL c lg m W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. a 1"EMBED(3000ps)MIN 43 16.0"16.0"15.0 16.0 16.0 16.0"14.5 9.D" 13.5 16.0 15.0" 1.5" S.0" 9.0 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN E 5 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" B.5" 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. a •tlW�--� 70 16.0"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" B.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONOIT10N5 WHICH ARE NOT ACCEPTABLE USES. a 100 12.0" 6.0" 4.0 7.5 8.5"112.0"16.0"14.0" 7.5" &S"' 12.0" 6.0" 4.0" 7.5" 6.5' � [ 2"MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a!4 E p 412 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUi. CDPMWFRWLB0bWWPE ARMOR INSERT W/2"EMBEDP4316.0"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. 15-2339 (20DOpsl MIN CONC) 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0 7.0" 3.5" 5.5' 10.0"16.0"15.0" 7.0" 9.5 16.0"16.0" 9.0" 4.5" fi.5" 14.0"14.0" 7.0" 3.5 5.5 10.0 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILJ-5 SHOULD NOT BE USED TO SULe:DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION: 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 TO HOLLOW BLOCK14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" B12 SMSW/2.75°EYEWALL16.0"16.0"16.0"16.0"16.0"16.0"1fi.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0" ARMOR INSERT W/2.5' 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11.0 16.0"16.09.05.08.013.0EMBED(20DOpM MIN CONC) 16,0"16.0" 9.5" 13.5"16.0"16.0"11.5' 6.5" 9.5" 16.0"16.0" 9.0 S.0 8.0" 13.0"16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 4.0 16.0" 9.0 5.0 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" a �momm©m©mm©mo©o©m©oo©mo©mmm©mmm :_.............. m®�®®®®®ilii%m��®iiia,®�®®®®®®®®��� • ��� W/1-3/4'EMBED(3000PSI MIN CONC) . . ". m. . • - mmm mKwwmmmmm i aili ii ilii //, %/////, V/ �/O/'//O/i.�0//� �[ �������////%/////lam �1lil, ,- m�//ami///ail//a�� //ail//ail///a,'////a/i///a //%i////i///%i///ami/////.��i/////.���''///////.i1111/,"i/////.��///%i///%i//%� _- mmm%/////,%///%%////®%///%%////%//0,,,%////%////%///ii%///%%//ai%a///%%///imaEmV110®mKm;%///i///�%///%m EMBED /i�//i.� /iii/ii V/////////,mmr//�'////��//�V//�m�///%'////%'1111//*/;////..®m"=111,mmm V//%x/01////////%m�//i/////1,0011a, mm011111//////,'////%/,"/////Im''=1111%/%EWIN%/%i9m�///VWXO%/i%O/9 m///G,%/%///%//9a%//%�///%�///%%//,90///%%/%////%/%%r . �mmmommmoommm©o©m©0000000©00000 mm �//. �/% mot= �mmm%��///, m/iima mm/OENM //%///mm//."////� Sm�mm mm% �m ®ma®000000©m©mm©mm©mmmm©m©mm©o© oeoeoo m/ i/iii/iii/ii /i� ii/ /ia:/iia������m����m�®� ® //,////11,11%O/%///�/ /oi.% %�//,�//� /'/////%/ i,//i,®mmm®ami/imam//////i�mm m. %1111.'%1%11%1/%i% %// %/% //i / m%//%%/////,%/////, ////,% % /.% %////,% ///ai'// ///�/%/ ®mDDO©m0©0�0©DO©m©©0000©mDm©00© ®mm'%/////%////imp///%i%///%%////m%/////////%%///%i%/////%////mMm�Imm2%////j*No//mMm%/1111."%/////,%///%%//// /aial//%mm ///i/ami/i ®"7 /ai /iiia//iliiNiiiii i � �i//i iii ii �/i/iimi/iii/ail/iiiiia _ 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK `11111 11 1 1! F ANN L. !2 0 PE004.BENNARDO,P.E. \ BE � L. 2'MIN EDGE DISTANCE G Spans Up To 6'-0" Spans UDTo B'-3" Spans UD To 12'-0" �\�,• lIC J' t;O �p CONN TYPE CONN TYPE CONN TYPE ((:- N f O ANCHOR x Cl C2 C3 C4 c5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS _* 0 PEOO485q ; #12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0 15.S' B.S" 4.5" 6.5 15.5 B.S' 4.5" 4.0" 7.0" _ 3 ARMOR INSERT W/1-1/4' 53 36.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" II.O" 7.0" 3.5" 3.5" 5.0" _ 1� /R 0 EMBED fit 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.D" 7.0" 7.0" 3.5" 3.5" 5.0" s m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" %07A\-•, STATE OF WPI $Y 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5 5.0" 7.0 3.5" 3.5" 5.0" ���s�%�<ORIDf,,.•' �=LL 8"� ANCHOR SCHEDULE: WOOD (G=0.55) ONq�EN 1 °Wu '��llll 111++1 3/4'MIN EDGE DISTANCE z Q Q s a p Spans Up To 6'-0" Spans Up To 8'-3" Spans Up Tp 12'-0" F3 O pml GSi F O LOAD CONN TYPE CONN TYPE CONN TYPE Z 'O o sa{ O��c ANCHOR (psO p N 0..�w 0 x G Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W W 1/4'LAG 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" U~W a Lo Z MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 1D.0"16.0"16.0"16.0" fi.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0•' N W&x w 62 16.0"16.0" 7.0" B.5" 16.0"16.0"14.5' S.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" 0. w 70 16.0 16.0" 6.0" 7.5" 16.0"116.0"'12.5" 4.0" 5.5" 16.0"116.0"11.5" 4.0 5.0" 16.0" 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" - u�i 7/16'WOOD BUSHING WITH 43 16.0"16.0 8.0 10.0"16.0"15.5" B.S' 4.5" 7.0" 15.S" 8.5 4.5" 4.5" 7.0" 2 o 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" v 55 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" S.0" D �p_nam 70 12.0" 6.0" 3.5" 5.5" 12.5' 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" S.0" 1 S 4�� 100 7.0" 3.5 4.0" 5.0" 7.0" 3.S' 4.0" 5.0" 7.0 3.5" 4.0" 5.0" LL „S 3 #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 33.5' S.0" 7.0" 16.V' p) E @ SCREW WITH 1-3/4'MIN 53 16.0"INA" 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.U' w d T 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" 70 16.0"16.0" 6.5 8.5 16.0 16.0"10.0" 4.S" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" rn ¢M 100 16.0" 9.S" 4.0" 5.S" 13.0"16.0" 9.5" 4.0" 5.5"113.0"116.0"19.5" 4.0" 5.5" 13.0" 7.S a p PI O 0 m ANCHOR SCHEDULE: WOOD (G=0.42) =_m<< 3/4"MIN EDGE DISTANCE 1O Spans UD To 6'-D" Spans UD TO 8'-3" SpanS UD To SP-D" w + J p g LOAD CONN TYPE CONN TYPE CONN TYPE j o�, n = ANCHOR (G5� Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 I C5 w F E c g m 1/4'LAG SCREW WITH 1-3/4 43 16.0"116.0"19.0" 10.0"16.0"116.0"116.0--1 5.5-17.0"116.0"116.0" 9.5' 3.5" 4.5' 15.0" y v $ MIN THREAD PENETRATION 53 16.0"16.0 6.5" 8.0" 16.0"116.1)'-12.5' 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" N 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" o 70 16.0"13.5' 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" � g o 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" #14 SMS OR#14 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" p SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5" 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" 5.5" 2.5" 4.0" 7.5' ( 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.S" "ten g 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" o 5111 ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a� 4'MIN EDGE DISTANCE ��2$2 , a G Spans Uo To 6'-0" Spans UD To 8'-3" Spans Up LOAD CONN TYPE CONN TYPE CONN TYPE m p m O gg ANCHOR @Ti x G (DSO CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS & 5/16'ITW TAPCON%L W/ 43 16.0"16.0"116.0;;116.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" $ S � „S 2-1/4"MIN.EMBED 53 16.0"16.0"116.0 16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" ki' ' 62 16.0"16.0"114.0"116.0-16.0"16.0"15.0" 9.0" 14.0•'16.0•'16.0"12.0" 7.5" 12.0"16.0" e 70 16.0"16.0"11.5"1fi.0"16.0"16.0"12.5" B.0" 12.5"16.0"16.0•'12.0" 7.5" 12.0"16.0" a `� �y 9 100 16.0"12.0" 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" !9 T e 06 5/16'ELCO ULTRACON W/ 43 16.0 16.0 10.5 14.0"16.0"16.0"10.5'• 6.5" 9.5" 16.0"I1.D" 5.5" 6.5" 9.0" O B 2-1/4"MIN.EMBED 53 16.0 13.5' 7.5" 11.0"16.0"14.0" 7.5" 7.S' 13.5" 9.0" 6.5" OIPAU(iRFlWd(LBQtWiW PP m 62 16.0"10.0"16.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 6.5" 15-2339 " 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5 7.0" 9.0" 6.5" SCALE: 100 9.0" S.T. 6.5" 9.0" 5.5" 6.5" 9.0" 6.5" PAGE DESCAIPTIONI 00 2'MIN EDGE DISTANCE Cl C2 C3 C4_ CS Cl C2 C3 15"' 9.0" Cl C2 C3 C4 CS #12 SMS W/2"EYEWALL 43 16.0"1fi.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 14.5" 7.5" 3.5" 5.5" 11.5" °99 ARMOR INSERT W/21 EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 11.5" 6.0" 3.0" 4.5" 8.5" 70 16.0"10.5' 5.0" 6.5" 16.0"12.5" 6.5 3.0" 11.5" 6.03.0" 4.5" 8.5 9 FOR ANCHOR NOTES.ANCHOR NOTES:SE100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3,0" 31.5" 6.0" 3.0" 4.5" 8.5" a