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HomeMy WebLinkAboutSTORM SHUTTER (4) e SCIS Home Log In User Registration Hot Topics ( Submit Surcharge ( Stats&Facts Publications t Contact Us 9? BCIS Site Map Links ; Search Oba a Product Approval --USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bernardo 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 IJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indepl.Ddf FL13757 R6 COI Indeo2.odf 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 Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv Eguivl,pdf FL13757 R6 Equiv Equiv2.odf FL13757 R6 Equiv Eguiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwgl.odf 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.odf 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.odf 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.Ddf 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 Dwc13.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.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do 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: Credit Card Safe RANK 6.8 STREAMLINE SHUTTER ` 0046549 NARDO,P.E. FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: _ (�,: No PE004654 ' 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((2017)),FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH Mir c N (IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ,O'•, STATE OF a = ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION, SECTION 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE �� s'. <ORIOP,,•' w M 8 0 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE `S T C N �� m„ REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i R/F�C U) LL FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN VIII I I I i I I��� PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Za j u 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330, 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 oL 9 SAFETY FACTOR. W oN b W 5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW �'"w x „ CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3 a 0 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCT'S.WIND �J In w b x w LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. m o LU v 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 v� SHALL BE USED. z S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N N G SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 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 QTM m = 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. e4l%waU } d 8 10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE day CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR =6 <$ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 0 o z LL 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL == m DOCUMENTS. r \ m uZ< 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING HURRICANE PROTECTION BOTTOM g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND ° SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK j DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAVING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 3 13. EACH SHU TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 r FLORIDA PRODUCE APPROVAL NUMBER TABLE 2" 1 N.T.S. EXTERIOR ELEV {�, 14.. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 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 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ g s pl _BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 9 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER Q3 16. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS Yi $ 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 30'ABOVE >30'ABOVE 5 AL ABOVE >30'ABOVE °¢ 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. h 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o s! '2 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" 2-1/4" 1-518" 2-3/8" 1-5/8" R 99" 3-1/2" 1-7/8" 3-5/8" 1-7/B" e TABLE 1: TABLE 1 NOTES: 120" 4.118' 2" 4-1/4" 2" a 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8' ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: a S e SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.NOW-HVHZ: NOMFWd KL BENR�ADO PE 2. NOHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F[D06K.- 15-2339 SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES i THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A �{ BPAN PRESSURE PRESSURE PAGE DESCRIPTION: DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PSF (?SFT 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' ABOVE GRADE. 99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 1 43 1 40 E1996-09. -pr 17 7 777'r AE0046549 NL BENARD0,P.E. " PROJECTION VARIES \��� �K•,�", ' 2.874" 4.874"MAX. ` �:•' L -0.115" �B,i 7A 0.080° 1F:• ND PE0046549 0.125° 0.062" 0.450" c 1.708" 0.100" 1.830' 0.062" r'• _ �" ° 1.7080.100 n -t- 0.080" 0.063" -p to 0.195" 0.096 0.195" c �- r 2.620" - ST4TF OF �Npt f 30.060° 0.070° 0.060' ry (� S V .J 0.125" 0.630" 0.062° }-1.908" �Ot?1pA w m 6s t v� t In ,i 0.630" 1.993"� I �i / n m 0.062 �* 0.062' ,^, -L W�"�I „.. 0.630" �(.r0.630" 0.143° 0.096 �'7N �L L - JLn .1;069'-} �--0.971" f" 1':070"4 }0,971"{ 0.143" N ]III I I I11�1� -7 0 'iF °0 200' \ 0.-060" 0.*' _ 0.062 0.062" 0.200" % ° .Pi 0.630" w u �y 1.069" ..... 0.630' 0.06 0.062" �>Q d q� -1.069" r • .r' 1•t T. BE p9g2<w WO T SUPPORT LEG OPTIONAL I 0.200" I 0.062" X0.200" LX ¢N m 5.745"MAX. a„ }-1.069" 0.062" Y 1.069"-4 W W cDi"H w ®z "a 5.745"MAX. N s z Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL o W ww �.+•,--•-�F HALF S'I Eo' .<> '' SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE o ^��' yti„•",. +WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONAL Gi 4¢• ON ALL EXTRUSIONS R 0.874-1- 2.655" 0.875" 2.195' {--}0.510" t-2.195° 1230" wv8 f£< 0. i5Ii" 0.0N1 2291N 1•;-:O9 in '.1II II I' ': . r DoZ--aamTo e8�k 8 oo0 2.655° I U) 0.725" 2.362,1.069" 1-0.105" 0 4.510'4.84° 831m�a{ �, f e N ' O�, I F I-r0.105° i 1.069" 10.105 I m 0.075" 3 0.075" � G R 0.105" 4.510" 1� -I_- I` i 0.994°�.+ 0.044 '�'''E 3 g e � �_ -� NOTE:TESTED THICKNESS OF 4.510"� 0.07 �-3.506'� BARE METAL W/0 PAINT IS 0.039' � e R Oj SILL Og SILL ADAPTERgOEXTENDED SILL �p EXTENDED SILL ADAPTOR I� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE SCALE HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF S1ZE SCALE.HALF SIZE r 12 d a m Q6i 0.477' 0.143" 0.143"-{t- 0.080" 0.590" 0.341" =f 1.570° .06 0 5100.070" �D.245" E � 1.708'-� 0.143° 0.096" I N 0 0.06 -*0' I® " 017 00.000.115° 0.080 . " 4.753" 0.090" .096" 4.510" I-0.180" @g!�F III 0.044" 0.227 0,682" 0.630" 0.060" ; 00PYRIGHTI'll"Le811IMDOPE 0.693'J 15-2339 NOTE:THICKNESS OF BARE 2.822 �---1.625" 0.420" SCALE, - METAL W/O PAINT IS 0.039" PAGE DESCRIMOM 15 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP �gb WALL SILL SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE FRANK L BENNAR00,P.E. 3.950" `11111111111111,/ :I PE0046549 - -{}-0.125" 0.610" STAINLESS STEEL '280•. - 0. ANYLON LUMINUM HER OR \��^p;NK'LI•. ��, - T ASSEMBLY r 0.357" ' f 0.320'0 HOLE c 0. 50" 0.276" NOP,-0, F •• "t o z o #10 x 2-3/4"410 HT S.S. =A' 46549 •'� c 0,880 I NYLON v a m INSERTS SCREW W/TC ULTRACOTE �-' 0.591" J(- H 0.05 WHEEL O 0.112 INTO COATING M =0 1.100"-} }-0.240• Lm TRACK (TYPTOP&BOTTOM) N0.062"- - OFNYLON BUSHING W/WASHER: ��j '•�AIpA w u5"MAX.-� TYP.AT EVERY OTHER 0.750" 7/16'0 x 1/z"®INTERIOR JOINT TOP 0 0.137" INSIDE ��i ••�� �f] N LL INSIDE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM ��qL ENG 1', CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR /I I I I 111111 Z ffT�- 0 W e 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED rz �> s 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT C74 �au�gg �o SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE m z SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 1L t OR KEY/THUMB TURN OPERATED INSIDE. W 1'� f}D.zso" 23 BRASS PUSH LOCK W 4""'"•'Mp "' SCALE:HALF SIZE 3 d z w w R0.155" 1,978^ Y1 1.742 2.125" p R0.500" y'= 4.000" dy' 0.236" 0.286" 1.603' 0.267" _ �, E 0.500" 7� 0.623° 3.730" 1.224" y gr-" 0.790" 0.090" 0.319" 0.531' 0.531" 1 m ri �. 0.064• �pPrr',,"- c 0.28 V26' o 2.250" I}>.• :I^i 0.09 mo x�N0 �26' 0.607"v° 0.607' 0.496"0.118° 0.239"0.224 m m n v 0.060• 41 0.240" p -2.750" 2.000" (OIL rn E ¢o amn ^cts 1.758° -1I-� 1, Via"om r Y7 RAINGUARD ,_ 28 DECORATIVE FLOOR TRACK 3.476^ 0.160, p,2ZZ^ 0,240 zm' SCALE.HALF SIZE SCALE HALF SIZE -}Y I ¢ 1.001 0.062' 0.062" 0.062' i-0.176" " 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER t 9� t ,.y,.3v a_.sa6.x...,',:k:"Ls",a6'"• �`" SCALE HALF SIZE SCALE HALF SIZE SCALE•HALF SIZE -u-0.062' ,• a og 0.400" R 5.500'x 13/16"WIDAIA / _ 'A 167° 7 16.0 STAINLESS t � STEEL NUT 30 0.125' I '- 0.438" d 1 0.188" 5/16-18x1 MACHINE SCREWri a" oa; I TYP. STAINLESS STEEL it m 0.121" 4' 8 -1- 5/16"0 INTERNAL n ry ag ag as gg X4.500" }-}0.689" POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW m INDUSTRIAL SYSTEMS (OPTIONAL) SCALE-FULL SIZE SCALE FULL SIZE c ,0.254' 400 40b 40c BOX LOCK SCALE:HALF SIZE 0.319 � � 35 END STRIP 1" ffi� � p'pS SCALE HALF SIZEE t--z.000-1 2" & 3" EXT }--1.625"--{ }-1.500"-{ 0.125-3 -1T-0,125"SCALE HALF SIZE 0,050' .093° 0.125" 0 a lag > o n 8T On M 0.125" \F�O1M�5IlWL�SeNAe iDOE00.093" -23390.250' SCA L - PAGE DESCRIPTION: 1 7.000^ 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2%3%0.125" ANGLE 39 2X7 ANGLE SCALE.HALF S1ZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE X-1 ',EElNARID P.E. 6 /ANY ANCHOR PER ANCHOR EDGE DIST.SCHEDULE@16°O.C. EXISTING DIST, 1 GLAZING fSEE7STARTtR.�A ������" �gIT,p` ry FOR MwC' No E004 - A ,ANGLE EMBED n I*G: a O0, ,� 17 LEG D RECITON 1/4" OR O 0 a - EMBED. ~ (INTERIOR) II I •'17MAX. WITp �0 MIN.0.062"THICK 6063-T6 ALUM. %C� •d(F" 8'" ANGLE 1'x 1'MIN.TO 2"x S'MAX. 21 25 3o psis/ I� N EDGE c (ANGLE LEG MAY BE REVERSED) //lI 1"' DIST. FASTEN ANGLE TO TRACK W/ I I TL71 Oj U B ANY ANCHOR PER ANCHOR (2)210x1"SCREWS AT Q s SCHEDULE @ 18'O.C. CORNER TOP&BOTTOM;AND (,Q SaQ W 6 o ATTACH'T0 6.8 STARTER W/ ^O O L t0 13 13 13 212 x 1/2"GALVANIZED OR Z �a 13 212 x 1/2°GALVANIZED OR S.S.SMS, l "+O 30 S.S.55SMS,3/16^0 ALUM.POP (J,J Ij) O 9 w 6 80"(TYP.} 3/16'0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE u'�w S®u } USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8'NUT @ 18"O.c. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"D.C. 3 tL E:� (EXTERIOR) S/16-18�UMBSCREW INTO THREADED WITH 6.8 STARTER AND ANGLE vj".. INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE.3-=l'-0" ANY TRACK W/ o w va TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. 0 p HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN SCALE 3"=l'-O" 1"HEIGHT. F 1-BID(2.7-) 72 106• u^i ,D ez 94 USE(1)BRASS PUSH LOCK 12 OR(1)5/16-18 THUMB 132 75° p SCREWI OTHREADED LOCKING DETAILS FOR 2'6!0(3.77 62 95• SEE END STRIP rnyY D SCHEDULE FOR MAX. ut Tl J, INSERT 37 ATi/3 SPAN CENTER MATES 72 88• zn SPAN WHEN US[NG TO 2/3 AN FROM SHOWN ON RANDOM 82 83" i! r� BOTTOM OF SHUTTER 30 DETAILS 3"610(4.77 62 86" p 0=� a X RECEIVING HOLE SHALL BE O 72 79• QF '4 o 3/8"MAX wIO7H,UP TO 13 '0 7 H 1/4" OR68aSTARTER400 N m 1"HEIGHT 30 ALT.1"BIO 62 110" R, MAX. WITH 21 OR 25. ro 0 m 72102— (2.r) 17i .. _ viz z 96" _m 20 12 81- \ 40 40 USE APPROPRIATE •o 2 132 75 `� STARTER STRIP 70 - W 8 •- - -— - - 1.6"x3' 45 93" 40b 20 PROVIDE CLOSURE " / x0.093" 52 87" FOR o rn,D 13 7 83" BUILDING CONDITIONS. 23 z1 64 78" FASTEN STARTER STRIP o o s I (INSIDE) 73 3" TO TRACK W/(2)4410x1" SCREWS AT CORNER,TOP � 2'x3" 45 139 II Il xo.125 52 9' ALTERNATE END STRIP DETAIL 3 BOTTOM 6 123' SCALE 3"=1'-0" ANY TRACK W/SCREW 60 120"64 118" BOSSES. m n i0�F i 70 106" za¢ i a! SILL g a W FOR GREATER SPANS OR LOADS THAN LE.END V) O STRIPS REQUIRE SHOWN IN END A 1•xlC 0901'CLIP ANGLE (n MIDSPANNCHORSCHED AI7YANCM00.0N THE EXISTING GLASS ❑ ? E�6tl SCREW OR%4200 BOLT TLTO E/ND STRIP. USE 11)BRASS PUSH LOCK 30 N USE(1)BRASS PUSH LOCK INSIDES OR lt)5/16-18 THUMB 13 a aF SCREW 116017 THREADED (INSIDE) i SCREW Iy.�O THREADED -0 9 a INSERT 07)AT 1/3 SPAN 30 Z a tt O 2//3 DA N FROM SPAN SILL m TO 2/3 S N FROM Bina BOTTOM OF SHUTTER 1 ggg GAE BOTTOM OF SHUTTER (OUTSIDE) a RECEIVING HOLE SHALL BE y 3/8"MAX WIDTH,UP T V HEIGHT 23 a OTYPICAL OUTSIDE CORNER CLOSURE CC1 DETAILS WO/CORNER POST � R NTS 13 30 COPMGHTFRWLBDNMMP.E 13 31 z 1s 13 23 (OUTSIDE) 15-2339 $ SILL LEt USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTION' SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE n CC2 �DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY "99 a� NTS EwO: SCALE 3"=1'-0" d I I FRANK L.BENNARDO,P.E. Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX STRUCTURE SPACING i C1 CONNECTION TYPE 1/4-20 MACHINE BOLT - \ REFERENCE ANCHOR 1/2" W/NUT(°l 12"0 C OR � / \ SCHEDULE FOR MAX ® 014 SMS @ 6•'O C SPACING 11�" (TYP.TOP&BOTTOM) _"D r11 to a,� 7F' 2 FASTENERS ALUM. TUBE / ` 0 LI dT 0"3 � EACH ANGLE fn 6063-T6 ALLOY SEE TABLE A FOR SIZE. I 0v~i �OR�OR/ [1�jA C., OR 6 z 1'•x 2"x 1/8" 0m 11 ALTERNATE THRU BOLT O 7 " OR 2"x 2"x l/8'• I' Ci CONNECTION TYPE MN GLASS CC 0 QI ALUM.ANGLE o _T, REFERENCE ANCHOR w0X �}}II~' SCHEDULE FOR MAX. SEPARATION 13 13 I —- � SPACING SEPARATE 2 r w THREE 3/16"0 ALUM ° =w< W W o 9 w POP RIVETS OR GLASS 11 x w THREE 012 SMS.TYP. ° 17 I' I OR DOOR---II X In ISI F 03�"E�t7 3/16"0 ALUM,POP '` u <=w (!1 a'dxw 17 (n118T0C OR 0(TYP MS .I�—__- �__I �� A(TFRN £Z~ tiu TABLE A(�+) % qtf \ �OR 6 OR w= �r+ PRESSURE VS ALLOWABLE LENGi}1// \ 1 ' w \ 0 J N 3, PSF Z"No"x108" 3No BLOB" MAY USE MALE OR _ w0 No V. N /FR3{!i FEMALE LOCK-SLAT M 62 130" 188" 13 ALTERNATE THRU BOLT .< I 1/4"MAX FROM PIN C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 124' 179" C"C3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR 'r `< WASHER(TYP) 82 119' 17Y NTS SCHEDULE FOR MAX SCHEDULE FOR MAX SPACING 5 92 114" 16S 14x3/4•'SMS(1° 9-0 C ,r Q m t3 102 110' 160" ANGLE TO TUBE CONNECTION U1 ¢0 M G 120 104" 147" 2"x 2" 125" p-o 150 9T 131. TABLE B�a4� EXISTING HOST EMBED 6063-T6 ALUM TUBE 150 STRUCTURE m<¢Y BB" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE a 2"x2'kl/8' 3')3'41/8" EDGE DISTANCE REFERENCE ANCHOR E PSF WIRE /0 WITH JO SCHEDULE FOR MAX E E SPACING . 0 62 113" 166" 3 0 $' 72 107• 197 FASTENER Lol 18"O C Cb ALTERNATE BUILD OUT MOUNT SECTION = g 5 g (USE ANY ANCHOR SHOWN a B 82 101' 147 IN ANCHOR SCHEDULE) SCALE 3"=1'-0" d < 92 9S 139" a 102 90" 132" ;c 120 83' 122' 5 0 • 150 74" 109" w 200 64' 94' w r w n n � 2"x 2"x E - r =°o 3/16 RIVET OR 012 SMS NUN GLASS D w 3_ 090"6063-T6 1 y w X (°1 18"O C. OR 1/4-20 ALUM TUBE TYP N w EPARATION 2 Z w w 11 17 <r PER TABLE N p Z m a A D < NUT 8 BOLT(TYP 1 3/16"0 ALUM POP �¢ GLASS 2 X LL RIVET OR 012 SMS <r < p<r Q �� ALUM. TUBE z a¢ OR DOOR 6063-T6 ALLOY (al 18"O.0 (T YP.I g N wa £ U N SEE TABLE B FOR SIZE. 2"x 5"x 1/e" 2 FASTENERS xCONTIN0005 � � EACH ANGLE ALUMINUM ANGLE 1"x 2"x 093"6063-T6 OPTIONAL ANGLE INSIDE @@@qq ALUM.ANGLE,TYP. THREE 3/16"0 ALUM 17 ORIENTATION TYP. 17 0 5,6 E 4 POP RIVETS OR 17 THREE 012 SMS,TYP w O 0 1"x 2"x 1/B" 4 CONNECTION TYPE OR 2"x 2"x 1/6" EDGE DIST REFERENCE ANCHOR �N' •>' ' 13 ALUM.ANGLE SCHEDULE FOR MAX �e USE MALE OR FEMALE SPACING 00FMG1ffFPAKKL69KkR00PA LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING AGE ESD (OUTSIDE) EE INSIDE SILL MOUNT SECTION PRIPR PAGE DON. 012 x 1/2"GALVANIZED SCALE.3"=V-0" OR S SMS,3/16"0 ALUM CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 9� NTS MACHINE BOLT S NUT SCALE 3"=T-0" [ol 18"O,C � • FRANK L BENNARDO•P.E. ' !PEDBi i 549 C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z w SCHEDULE FOR MAX STRUCTURE �� ❑ ¢ SPACING i 5"MAX. 1/4-20 MACHINE BOLT' Q, GLASS Wo:w-' GLASS w Cl CONNECTION TYPE Q-.• •O OR DOOR ❑ OR DOOR w w 19 W/NUT 12"0 C e No REFERENCE ANCHOR Cd <L: r u N} r N r O•- SCHEDULE FOR MAX. #14 SMS(la 6"O.C.-} a Z r MN 13 ? www SPACING 1/2" (TYP TOP&BOT MN 73 X.N N J GLASS N r�N m 1/4•'-20 THRU BOLT W/ GLASS X m 014 x 1/2"SMS 12"O.0 SEPARATION Z-Z la- w �� T IW„•(M•I LOCK NUT 12"O.C.OR SEPARATION E_ a �0 PER X @ PER r r OR 3/16"0 ALUM POP TABLE 2 a.i d 0 m S�OR�OR/ % C tWi yj 12 x 1/2"SMS 12"0 C E.S. L7 F w o U3 OR 6 J �O TABLE2 z r RIVETS @ 6"O.C. OR 1/4"0 UI / OR 3/16"0 ALUM POP 7 ALUM POP RIVETS(al 12"0 C 'RIVETS(a16"O.0 E.5 \ �= R 1/4"0 ALUM POP RIVETS / m 11 AND 3O MN GLASS w ¢� 00 (a)12"O.0 E.S. ASSEMBLY 1/4"MAX FROM PIN SEPARATION 13 r l l o m 1/4"MAX.FROM PIN GUIDE TO BUSHING F In x❑- Z n..L,, 1/2"TYP PER TABLE 2 O9 AND OO GUIDE TO BUSHING ❑ WASHER(TYP) ❑=I^=� WW ASSEMBLY WASHER(TYP) m GLASS v=i r o-m / 1/2" 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR Z❑ F 3u�u..K'z W BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR G oa Ny�j4sw m / SCHEDULE FOR MAX L 0. o w w w 4 CONNECTION TYPE DIST SPACING ' 0 .moi C1 N / EDGE REFERENCE ANCHOR a B SCHEDULE FORMAX DIST. SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG 9 p N_ (S�OR 6 OR G YFCYE6 JJJ REFERENCE ANCHOR EXISTING CONCRETE, I+' ❑ �3 0 6 SCHEDULE FOR MAX BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN �+- / SPACING ALT.FASTENER2 GUIDE TO BUSHING yyy \ ClC1 CONNECTION TYPE / ® LOCATION FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) m Y FROM BACK ANCHORS NOT REQ'D (-)INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 W WITH THIS LOCATION SCALE:3"=1'-0" SPACING PIN GUIDE TO 5 CONNECTION TYPE 1�1� q BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y m ' (TYP.) SCALE 3"=1'-0" SCHEDULE FOR MAX c a 0 m EXISTING CONCRETE, SPACING O;R C�I / BLOCK OR WOOD FRAMI EMBED Zm / CQ BUILD OUT MOUNT SECTION / E — TYP BOTTOM EXISTING CONCRETE, SCALE:.3 1'-0" E m BLOCK OR WOOD FRAMING -" IN J.S' EXISTING a NOTE.FOR DETAILS A,B,D AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE STRUCTURE d THE BASE TRACK MAY 8E INSTALLED IN SECTIONS o REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR o AMINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E SPACING SCHEDULE FOR MAX MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W 5 6 SPACING k USED WITH THE BASE TRACK MUST BE CONTINUOUS3 16 N OVER THE GAPS BETWEEN SECTIONS. - 1/2" - w r � � m w O _ � � rw w ❑ GLASSMN ~j _ OR DOOR GLASS 13 r =❑ H w 8 w R12 x 1/2"SMS @ 12" EPARATIO ❑ NIS tl1 w 7❑ o:wFw O.0 OR3/16"O ALUM PER v=i ONQ �nI 13 rm=w' A • F�=o^ POP RIVETS Lai 6"O.0 TABLE 2 X OZr GLASS OR+>•I.yN,GLA i=Z�-w' j M w w OR 1/4"0 ALUM POP a p a DOOR I m p yI a i5 @F 13 = 2w RIVETS 12"OC E PER TABLE2 WOZr � MN GLASS r Z�'m @ u N Mill 4 m SEPARATION Z❑Z r Ov a PER TABLE Z G j 0 a O7 AND O8 1/4"MAX.FROM PIN R 1/4-20 S S MACHINE E O a a SCREW&NUT u A ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING �� 6 @ Q P. WASHER(TYP) w r a 333 GLASS ❑ ❑ w 1/4"MAX.FROM PIN Q OR DOOR 1/4"MAX.FROM PIN m w ❑ @ X W 4 CONNECTION TYPE 1/2"`O GUIDE TO BUSHING � � @ S GUIDE TO BUSHING WASHER(TYP) td id eR iry L WASHER ITYP 1 EDGE REFERENCE ANCHOR x 5�: -EXISTING CONCRETE, DIST SCHEDULE FOR MAX WPYRgN1FlWd(LBEML41II0 Pa ry S BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON 9 REFERENCE ANCHOR 2 FRAMING sGLEI OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. "x 3'•x 1/4"CONT 3 CONNECTION TYPE N12 x 1/2•'SMS @ 12" SCHEDULE FOR MAX SPACING vAOB OEscuvnoNl REFERENCE AN SPACING ALT FASTENER EXISTING CONCRETE, 063-T6 ALUM ANGLE 0 C OR 3/76"0 ALUM LOCATION.FRONT AND BLOCK OR WOOD FRAMING MAY BE REVERSED 0 SCHEDULE FOR MAX POP RIVETS @ 6"OC BACK AN NOT REQ'D S SHOWN DASHED) SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION RIVETS(a 12 D C. CEILING / INSIDE MOUNT SECTION WALL BUILD OUT O WALL MOUNT SECTION O F / D SCALE 3"=1'-0'• SCALE 3••=1•-o•• SECTION � SCALE.3"=1'-0" NK L.SByENNARDO,P.E. MIN GLASS 1111 p14/9 , GLASS SEPARATION Z �� OR DOOR PER TABLE 2 13 0 �` Q,P:• U &V woN DOORS OR �: NOP 010146 •d C ¢z GLASS OR - 1.< DOOR MN GLASS _.D A (LSEPARATION _ 10 N - X w W PER TABLE 2 :� ' 1"I "y r-NGLASS w STA RATIOb ,� OABLE2 w�F¢- 0: s'•.,O Nv Um NNS'//SON •Y` �— = rzw O = O IIIA o xa X row ->.GG� II I Vm 13 a Jtt� 13 X zoo Z Cl CONNECTION TYPE ¢ O zx Sfi n m 1/4"MAX FROM PIN GUIDE 28 a REFERENCE ANCHOR E Q WW 0", aw I TO BUSHING WASHER(TYP.) ¢n SCHEDULE FSP CNG ¢N 0 a w�®zC7 TWO 1/4"o WOOD .250" LAG SCREWS(al 24" !-C4 CONNECTION TYPE `) 250•• V31Kdwuzi O.C.MAX WITH 2" I' w THREADED PENETRATION REFERENCE ANCHOR p "T"INTO CENTER OF 2X STUDS O SPACING ii, FOR MAX. H, 8b RR EMB "T' #14 SMS(al MIDSPAN BETWEEN /w STUDS FOR TRACK TO 1"x 4" PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE STUCCO FINISH 1••x 4"x 125" 6063-T6 ALUM TUBE rn w THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL w.d 1 $ EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING SCALE-3"=1'-0" SCALE•3"=1'-0" Fes-`§ o OWALL MOUNT SECTION THIS DETAIL MAY o^ SCALE 3"=1'-0" ALSO BE USED =m AT TOP y S a a E S E w g ACCORDION SHUTTER w ¢ a PER PRODUCT APPROVAL r o —GLASS tw- o m r I MN GLASS OR DOOR r I y _ 'D SEPARATION 13 N m In PER TABLE 2 = EXISTING WOOD(G=O 421 R APPLICABLE AT TOP z Z TRUSS OR RAFTER AND OR BOTTOM X ¢ X ¢ (al 24"MAX.0 C 1-1/2'1-1/2" ¢ a " 2'OR 3" N P m EXISTING FINISH n MATERIAL ° o nen■ 1/2'MIN. 5 6 1/4"MAX FROM PIN GUIDE 2"x'S"x 1/8"6063-T6 O O - TO BUSHING WASHER(TYP I ALUM ANGLE W/THREE 2"x 3"x t/"x CONTINUOUS OR 2.175" o o (TYP) Ii w e 3 t6 1/4"TILE 1/4"o WOOD LAG 2"x 2"x)'s"x CONTINUOUS 1° FINISH MATERIAL SCREWS WITH 2-3/4" I Q �a 6061-T6 ALUMINUM ANGLE MINIMUM THREADED I " PLYWOOD pENETR "T"IN WOOD(al 5 fi 0.9°MIN.THICK 6061-T6 ALUM TRACK X ---•1/4"O A325 GRACE THRU BOLT(d 7"O C EACH RAFTER OF TRUSS, FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"0 A325 GRADE THRU BOLT @ 12"0 C 24"O.C.MAX WHERE i` 4 ANGLE FASTENED TO MACHINE SCREWS AT 3"FROM ENDS GA L V OR S S iiia EXISTING 3 KSI CONCRETE AND I O.C.FORTHE 3"FROM ANGLE EXTENDS BEYOND (5 HOST STRUCTURE WITH LAST TRUSS MORE THAN pBY EN p �— 1/4"o ELCO ULTRACON TO CONCRETE/CMU F 4 g 1/a"0 ELCO ULTRACONS AT 6". EXTEND ANGLE TO 3°FROM ENDS AND 4"O.C. EXISTING CONCRETE HOST 5"0 C.W/t-t/4"MIN EMB a w a g NEXT TRUSS. WWI, Q a � 1 2-1/2°MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW Cal 9"O.C.W/1-7/8" r w 35 N FOR BALANCE WITH 1�" MIN EMB IN WOOD SG=O 42 TO 0 55 �'M w w ll MIN EMBEDMENT AND 2'�° MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, i3 =�z z m & B MIN EDGE DISTANCE, t 62 P.S.F. N o m HOLLOW BLOCK OR / 10_ ¢ 'CWt'itlGB,FPAIMLBEMUJIDOPE STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING SEE x w°z r z' x 5"x 1/8"CONT. ¢ o a 15-2339 SPACING,TYP. f 52 P.S.F. ANCHOR SCHED. ALUM..ANGLE(6063-T6) BASED ON TYPE OF 10 SU1LE: ' HD BUILDOUT MOUNT STRUCTURE (MAX DESIGN LOAD s 72 P S f 1 ¢ PACE0E5cRiVRONI SCALE NTS ' Hb PASS THRU DETAIL TRUSS MOUNT SECTION °9y SCALE 3"=1'-0" O SCALE!3"=1'-0" FIEOW654D0.P.E EXISTING HOST ALT.LEG DIRECTION 1 A 9, , STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 7/_ 12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM I .�.. EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW [�, 1>;Bµ�,A 1/2" SPACING,AND 3°MINIMUM EDGE DISTANCE 2ZZ�SSSSf�Uy TOP OR BOTTOM ASSEMBLY 'I AX (2)6063-T6 ALUMINUM 4' � ANGLES PER BEAM END,SIZE : O 6549 '• 1/2" PER SPAN TUBE SCHEDULE _*; EMBED. I SPAN TUBE PER - DESIGN SCHEDULE ro7,3 o a %Cc - 0- ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 'O E F EDGE OF ACCORDION z z T --�14 w M' SHUTTER BLADES f a 12"O.0 OR if 14 x 3/4"SMS 6"O.C, i��s ppm 3.5"MIN i•+a / S TS TYPICAL 1/2'MAX• IT. 5 6 wCw L_ F�2U gg° 3"MIN 3 76 ZSq QWaCI to EDGE zxF. �Ya oLm�zzo 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 cc=uJ" Z'` ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o WW �",W".®z MAXIMUM OF 3 WINDOWS GLASS OR - .j o w o t7 PER EVERY OTHER BLADE DOOR =o::V N W z = dWZ. 1 LIGHT-N-VIEW WINDOW Ego EDGE r1/2'MAX wa ti0 ' 8 N.T.S. EXTERIOR ELEV ko DISTANCE y R Zu m 5 6 14 00 z 2 3 76 1/C"MAX.FROM PIN GUIDE n w TD BUSHING WASHER ITYP I M 0 m a ACCESS 1/4-20 MACHINE BOLT W/NUT @ w n m 1/2' HOLE 12"O.0 OR#14 x 3/4'SMS 6'O.C. 2.875"0 HOLE TO _ SPAN TUBE PER w d RECEIVE ROUND EMBED. DESIGN SCHEDULE 1Qd •4 WINDOW ASSEMBLY - i 1/2• (2)6063-T6 ALUMINUM p ya p m YR fMAX. ANGLES PER BEAM END,SIZE ��M �',<0'm EXISTING •.j- PER SPAN TUBE SCHEDULE 1°'�pv.�ac� HOST 1/4'0 THRU BOLTS SEE BEAM zm m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM (tea SPACING,AND 3"MINIMUM EDGE DISTOd ,,` 1r+,.••S'�S 0 0.I25^ 0.125° 3 5 0.032" 0.032" MAX.DESIGN LOAb s t 72 PSF -- 3 SPAN TUBE SECTION p 0.196" N.T.S. VERT SECTION h ISO_ / \\ SPAN TUBE SCHEDULE ry / \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE / 1 TUBE SHUTTER I SPAN THRU-BOLTS RCpNGIEP� LENGTH Z ROUND SrZ SPAN - WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o A d 1 m 60• 123.8" 135.2' 2 2 2 3 4' 7'21X5 g \ / 0125• 96• 101.7' 106.9' 2 2 3 3 7' 7' ��o���° 3� 123" 89.9- 94.4" 2 2 3 3 7' 7' 1 2'x8k 60' 129.1' 157.0' 2 2 _2 3 _4__ 7• c'��5)l l m \ 96• 114.8' 124.1" 2 2 3 3 7- 7' 0.125' '-123- 102.8• 109.6' 2 2 4 4 10' 10' 60' 138.0' 198.91• 2 2 3 3 7• 7 2'xBk _. 98" 122.7" 155.T' 2 2 3 4 7- 10" ER5 02.875" }-}0.188" 1 0.125' a 03.250" _5�� •y� p 123' 115.4" 137.5 2 3 a 5 10' 13' k @@@ 00• 168.1' 240.0" _ 2 z _3 a r 10" `� �' 0.1875' 98' 140.6' 228.9' Z 3 4 6 10' 16" I T�, 1R ' LIGHT-N-VIEW WINDOW \ // 123' 132.7 w0M6666&FlM9 LEEMU DOPE 29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES: x x x x 4"ANGLES FOR 2"x5"&2"x6•BEAMS. 15-2339 2. USE 2"x5"x1/4"ANGLES FOR 2'x8"&2"x10"BEAMS. 6uLE: y` 3: USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCFUPY70N: 9 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND • z BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, El ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. LAP BEA SDARELOW THE BEAM. no NOT ALLOWED. ' 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O ANCHOR SCHEDULE: CONCRETE /I PE046549 FRANK AROD,P.E. III, 2.5"MIN EDGE DISTANCE G Spans Up To 6'-0" Spans Uv To 8'-3" Spans Uv To 12'-0" �•' (J O LOAD CONN TYPE CONN TYPE CONN TYPE i O ANCHOR s (ps9 Cl C2 Cl Ca CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS �! NO PE004 O ' 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"16.0"36.0"Ifi.O" 9.0" 13.0"16.0"16.0" 9.5" 5.5" 8.5" 14,5" =*; -_ ULTRACON WITH 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' -_•9 * M EMBED(3192pM 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" 10.5' -� - Z Qi-t V x 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 COMBINATIOIQ,O�•. STATE ff 100 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.S" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5' _2_x S(TYP) g / 10 COMBINATIOr- (C� R'(ORID '"'M I(10 m 1/4"MILLENIUM 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" �j SS, 8!�m 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" p //��NAL D'^_ MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" S.5" 9.0" 13.511113.S",7.0" 4.5" 7.5" 9.5" 11111 I I I _rt�� 0 j CUC Q 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.D" 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.S" 9.5" 13.5" 7.0" 4.5" 7.S" 9.5" gL m 1/4°ELCO CRETEFLEX 554 43 16.0 16.0"16.0"116.0"116.0"116.011 16.0"13.5'16.0"16.0"16.0"12.S" 8.0" 13.0"16,0" 1 x 5 ITYP.1 2 x S ITYP 1 Z KN O µnal W/2'EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"36.0"16.0"16.0"10.0"15.5"m 10.0" 6.5" 11.0"14,0" W V.-I W ®_ CONC) fit 16.0"16.0"12.5"16.0"16.0"1fi.0"12.5" 8.0" 13.0" 10.0" 6.5" 11.0"14.0" 3�'0�70 16.0"16.0"10.5"16.0"16,0"16.0"10.5" 7.0" 11.5" 10.0" 6.5" 11.0"14.0" VI Wsw100 16.0•'10.0" 6.5 11.0"14.0 16.0 10.0 6.5" 31.0" 10.0•' 6.5" 11.0'•14.0" \/ �W ry 3'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING. H Cl 1 C2 I C3 C4 Cs Cl JC3C43 Ca Cs Cl C2 c3 C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4'IIW TAPCON OR ELCO [53 16.0"116.0"17.5" 8.0" 16.0"16.0" .0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" ---- - - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE t; ULTRACON WITH 1-3/4" 16.0"16.0" 5.5" 6.S' 16.0"16.0" 4.5" 16.0'•14.S' 7.5" 10.0" ANCHORS ONLY EMBED(3192psi MIN CONC) 16.0"15.5' 4.5" 5.5" 16.0 16.0 4.0" 14,5"14.5" 7.5" 10,0 - C4 CONNECTION TYPE USING PIECE OB WITH16.0"12.5" 4.0" 5.0" 16.0"15.0" 11.0"14.5" 7.5 10.0" OUTSIDE ANCHORS ONLY 14.5" 7.S' 10.0"14.5" 10.0"14.5" 7.5" 10.01/4'MILLENIUM MILLFAST 16.0"16.0"11.0"13.5"16.0"16.0'• .5" 9.5" 16.0"13.0" 7.0" 6.5" 10.5WITH 1-3/4'EMBED(3275ps116.0"16.0' 8.0" 11.0"16.0"16.0" .0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES:MIN CONCRETE) 16.0"11.5" 6.0" 9.0" 16.0"13.5" .0" 6.5" 11.0"10.5" 5.5" 5.S' 7.5"70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" B.5" 10.5" 5.5" 5.5" 7 5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). ipp"*��+�'m pv. z 1-1/4"MIN EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, fwd. 1/4"ALL-POINTS SOLID-SET Zm<¢ u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 4 cL' 1/4-20 SS MACHINE SCREW 43 16.0"116.0"18.5"110.5"116.U'116.0-112.0"I5.5" 7.5" 16.0"12.5'• 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000Psi MIN CONC) 53 16.0"15.0" 6.5' B.o" 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. [�•�� w RR� 4_0 � 62 11.0" 5.0" ZO"'16.0"12.5" 6.5" 3.5" 5.0" 10,0"10.0" 5.0 4.D" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. cS 70 16.0"19.0" 4.5" 6.0"116.0"110.5"15.5"13.0"14.0" 8.0" 10.0 5.0" 4.0" 7.0" = c S 100 10.0" S.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" SD.O" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE ASTM C-90 HOLLOW CONCRETE a o M BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a 2 1/4'ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE m 's ANCHOR W/7/8'EMBED& CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF C CONNECTION TYPE. 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" ® O (3000psi MIN CONC) 53 1fi.0"16.0"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 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE . �^ fit 16.0"16.0"10.5 16.0 16.0"16.0"11.0" 7.0"111.0"116.0"116.0"18.5- 5.5" 9.5" 12.0" ONLY. "0 70 16.0"15.0" 9.0" 14.0"16.0"16.0"19.0'; 6.0 10.0'113.0-116.0"18.5" 5.5" 9.5' 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURETHE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5 9.5" 12.0 16.0 8.5" 5.5 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT 2 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 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 w-a 1"EMBED(3000psi 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" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS o a ' CONC) 53 16.0"16.0" 9.5" 14.0"16.0"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 ADEQQUATE WOOD FRAMING p MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 9 62 16.0 32.5" 7,5" 12.0"16.0"14.5" 7.5" 5.0" 8.5 11.5 11.5 6.0" 4.0" 7.0" 8,0" SIDE CLO �URE PIECES. 70 16.0"10.0" 6.5" 10.S"16.0"12.0" 6.0" 4.D" 7.5 9.0 11.5" 6.0" 4.0" 7.0" 8.0" 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7... 8.0" 11.5" 6.D" 4.0" 7.0" 8.0" B. 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 STUD.3/4" 4 1/4"POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL W/1/4-20 SS BOLT AND CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 04 1 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1"EMBED(3000ps1 MIN 43 16.0 16.0 15.0 16.0"16.0 16.0"14.5" 9.0" 13.5 16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN aG CONC) 53 16.0"S6.D"10.5"15.01'16.0 16.0"10.0" 6.5" 10.5 16.0"12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER p�� 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. e 12.5' 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. g 8.5" 12.0" 6.0" 4.0" 7,5" B.5" 12.0" 6.0" 4.0" 7.5" 8.5" 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, }t7 128 a *12 SMS W/2'EYEWALL Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 d6.5 CS NUT OR WASHER WINGNUT. WPYW(#RBUN(L BFMVRpOP.E 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" 13.5" Il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15'Z339 (2000psi MIN CONC) 53 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" 10.0"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" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALE.DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTIONI 70 16.0 12.0" 6.0" 8.0 16.0"14.5" 7.S" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK10014.0" 7.0" 3.5" 5.5" IOA"14.0" 7.0" 3.5" 5.5"_10.0"14.0" 7.0" 3.5" 10.0" 012 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5" 6,0" 16.0" ARMOR INSERT W/2.5' S3 16.0"16.0"12.0"16.0 16.0"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 13.0" p�9 EMBED(2000ps1 MIN CONC) 62 16.0"16.W 95" 13.5"160"16.0"11.5" 6.5" 9.5" 16.0"16.D" 9.0" 5.0" 13.0" 6.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" S.D" . 13.0" LOD 16.0" 9.0" 5.0" .8.0"113.0"116.0"19.0" 5.0, 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" m©ommmmm©m©mmm mmm©mmmmmmmmmm � 1/4 rrWTAPCOI MEIN ONE m�%/////.%////N/////.®%////%%/////%////%%///%%///%%/////,VO/////////%/ gig ��%�/% /%///%%%/�%MME1//%%%//�11 ,91////��m �F�''%//�%/�///.�1� %/%/%//�/.%//%i .: �mm©mmmmmmmmm©m©mmmmmmm©m©mmmmm 00 1-1/4-MIN LOGF DISTANCE m� i/„,/ ////,�®� / , �� %,ice,®� : � MET I/Milloom1-3/4'EMBED oosADA: �mmmmmmmmmmmmmm©mm©mmmmmmmmmmmm ������ MIEN %iii0 ® �® ii mlaiiiis ` slim aya MIN, mlll�mm 011 �mmommmo©mmmm©o© mmmmmmms�mmmmm M V///1MH®' I M�//�/�////�V///1/.®' m9 M iiii M aiiai/ria�� .�1 /iiaa�/a�//i��i��/i ,cm�m ai i/aai i �ai iaa�aiaaai, � � �%� �/i/ � iaiiaiiaaa �iiiaiiiiaaaaai - 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK `1111111111 FRANK BENNAROO.P.E. 4PE0046549 2"MIN EDGE DISTANCE `�� ��.•• �i G Spans UD To 6'-0" Spans Up To 8'-3" Spans Up To 12'•0" pp�, LIC y LOAD CONN TYPE CONN TYPE CONN TYPE Od�ee ANCHOR ' m G (Cs� Cl C2 C3 CA CS CI C2 C3 C4 Cs Cl C2 C3 C4 CS _* NO PE004654 % *12 SMS W/2"EYEWALL 43 16.0"16,0" 7.5 9.0" 16.0"15.5" 8.5" 4.5' 6.5" 15.5•' 6.5" 4.5" 4,0" 7.0" 3 ARMOR INSERT W/1-1/4" 53 16.0"10.5 5.0 7.0 16.0"11.0" 6.0" 3.5" S.0" 11.0" 7.0" 3.5" 3.5 5,0" _ _%.o N g EMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" •� - tT = =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" ,n STATE OF IU A $S OO((// 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/;��A L, , �?" $ ANCHOR SCHEDULE: WOOD (G=0.55) ��,oN1111 NA w Em=� 3/4"MIN EDGE DISTANCE z It v 4 Q C a ri Spans U0 To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Z 0. �t Oco '„ O - LOAD -CONN TYPE CONN TYPE CONN TYPE p tlk` =N ANCHOR �F� Cl Cz C3 C4 CS Cl C2 C3 C4 ' CS Cl C2 C3 C4 CS W a.N+9 ®. 1/4"LAG SCREW WITH 1-3/4 43 16.0"116.0"111.5"112.5"16.0'•16.0"16.0'• 7.5" 9.0" 16.0"16.0•'14.5 4.5" 6,0" 16,0" MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"36.0"16.0" 6.0" 7.0" 36.0"16.0"11.5" 4.0" S.0" 62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5' 5.0" 6.0" 16.0"16.0"11.5•' 4.0" 5.0" 16.0" O W iu 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.S' 4.0" 5.5" 16.0"16.0'•11.5•' 4.0" S.0" 16.0" W 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" - R v'^i 7/16"WOOD BUSHING WITH 43 16,0"16.0" 8.0" 10.0"16.0"15.5" B.5" 4,5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" it 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" SS MACHINE SCREW 62 14.0" 8.0•' 4.5" 6.5" 14.5•' 9.0" 4,5" 3.0" 4.5" 7.0" 7.0" 3.5•' 4.0" 5.0" a "6�nnn 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" 5.0" 3 IlPwitvll 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.D" 5.0" 7.0" 3.5" 4.0" 5.0" yytt OR OD 43 16.01 SCREW WITH 113/4OM N 53 16.0 16.0" 9.0" 11.5"16.0"16.0 15.0" 6.0" 8.0"1 16.0"16.0" 9.5" 4.0" 5.5" 13.0" W>8 THREAD PENETRATION 62 16.01 16.0" 7.5' 9.5" 16.0"16.0"11.5" 5.0" 7.0" ILL 16.0" 9.5" 4.0" 5.5" 13.0" �'�•M F� o •QLO� 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" n 100 16.0" 9.5" 4.0" 5.5 13.0"16.0" 9.5" 4.0" 5.5" ANCHOR SCHEDULE:.WOOD (G=0.42) =_m 3/4"MIN EDGE DISTANCE �j Spans Up TO 6'-0" Spans Up TO 8'-3" SD32'Up TD 12'-0" p O LOAD CONN TYPE CONN TYPE CONN TYPE w O $ i ANCHOR (Ds8 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 1 CS a o g B 1/4"LAG SCREW WITH 1-3/4'P4316.0"16.0" 9.0" 10.0"16.0"16.0'16.0" 5.5" 7.0" 16.0"116.0" 9.5" 3.5" 4.5" 15.0" d MIN THREAD PENETRATION16.0"16,0" 6.5" 8.0" 16.0"116.0"112.S" 4.5" 5.5• 16.0 15.0" 7.5 3.0" 4.0" 11.0" n 16.0"16.0" 5.5" 6.5" 16.0"116.0--1 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4,0" 11.0" v, I6.0"13.5' 4.5" 6.0'• 16.0"16.0" 8.0" 3.0" 4.0" 11.5'15.0" 7.S' 3.0" 4.0" 11.015.0" 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 16.0"16.0" 8.S' IO.S'16.0"16.0'12.5•' 5.5" 7.0" 16.0"13.0" 6.5" 3.5•' 5.0" 0.5"0 SCREW WITH 1-3/4"MIN 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" .5"3 THREAD PENETRATION 16.0 11.5" 5.D" 7.0" 16.0"13.0" 6.S• 3.S' 5.0" 10.5"105" 5.5" 2.5" 4.0" 7.5"16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0•' 4,0" 8.0" ID.S' 5.5" 2.5" 4.0" 7.5" m x § loo 1o.s" s.s" z.s" a.0" 7.s" 1o.s' s.s" z.s" 4.0" 7.s" 1o.s" s.s" z.s" a.o" 7.s•' k���a LL ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK q 4'MIN EDGE DISTANCE pp Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" , s O LOAD CONN TYPE CONN TYPE CONN TYPE m O t` ANCHOR >=y (v� Cl cz c3 u ' cs Cl cz c3 ca cs Cl cz a ca cs r 5/16"ITW TAPCON XL W/ 43 16.0"16.0''16.0"116.0"116.0"16.0"16.0"15.0"116.0"116.0"16.0"15.0•' 9.0 14.0"116.0" a ,4 2-1/4'MIN.EMBED 53 16.0"16.0"16,0"16.0"16.0"16.0'16.0"11.0"16.0'16.0' 16,0"12.0' 7.5 12.01, �O 62 16.0"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" s 70 16.0"16.0"11.5"16.0 16.0 16.0' 12.5 8.0' 12,5"16.0"16.0"12.0" 7.5" 12.0"16.0" m V 5{JOO 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" � p i'S 5/,16-ELCO ULTRACON W/ - 3 16.0 16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.D" ae 2-1/a"MIN.EMBED S3i 16.0 13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" DOPrtOGIti FPAM(L BENNPADO PE Ml m 6 16.0"10.0" 6.0" 9.0" 16.0"11.D" 5.5" 6_5" 9.0" 9.0" 6.S.". 15-2339 I'Lu' *70'" 15.0'18.0' 5.0" 8.0" 15.5 9.5" 9.0" 6.5" SGLEe - o y ;•.-•°.,,.-y :100 9.0' S.5' 6.5" 9.0" 5.5 6.5 9.0 6.5' PAOE pESCRIPTIDNI l7 s ,ter Lg.yew' 2"MIN EDGE DISTANCE + € .0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 Cs { 2aSf+JS• /2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"116.0"14.0" 6.0" 8.0"116.0"114.5"17.5"13.5" 5.5" 11.5" O� ARMOR INSERT W/2"EMBED 53 16.0"16.0 7.0 9.0 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0 3.0 4.5" 2.1;: .5" 62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5 3.5" 5.5 12.0"IS.S' 6.0" 3.0" 4.5" 8.5ANCHOR NOTES:SEE SHEET I 70 16.0"10.5" 5.0" 6.5" 12.5" 6.5" 3.0" 4.5" 9.0•' 11.5` 6,0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES. L.I LI 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5•'111.5"1 6.0•'1 1.0"I 4.5"1 8.5"