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HomeMy WebLinkAboutProduct Approval '�•h +E � •. :4 l-rte .i y'c BCIS Home ! Log In 1 User Registration Hot Topic j Submit Surcharge ; Stats&Facts i Publications FBC Staff BCIS Site Map Links j Search db ,,� ;Q`Product Approval ^uf-;£- r' USER:Pubric User FI Pnduct Approval Menu>Product or Application Search>Application List>Application Detail 4— `/ ED FL FL13757-R6 `� t Application Type Revision AUG 2 2 2019 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived ❑ Product Manufacturer Town and Coun ILI. Address/Phone/Email 400 West McN R d Ft.Lauderdale, 333 (954)493-855 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Pho ne/Ema it Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bennardo,P:E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL±3757 R6 COI Indeol.odf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.ndf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eouiv EouivI,Pdf FL13757 R6 Eouiv Eouiv2.pdf FL13757 R6 Eouiv Epuiv3.1)df 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# Modelr 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 Dwal.ndf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PED046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other.See installation drawings for allowable FL13757 R6 AE Evall.odr span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 II Dwa2.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See installation drawings for allowable FL13757 R6 AE Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes 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 Dwa3.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional 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 AAJEEO 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 mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address if they have one.The malls provided may beusedfor 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 dick hem. Product Approval Accepts: - "In w7pQ ®RE Cradit Card I � I F-RARX L 65{4MII.T 'Yl% , 6.8 STREAMLINE SHUTTER GENERAL NOTES: FOR USEWITHIN AND OUTSIDE THE HVHZ I. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING NOPCOO465" CODE SIXTH EDITION VOL FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTER ATI NAL BUILDING COVEBC)AND INTERNATIONAL RESIDENTIAL CODE -U UNLIMITED WIDTH THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN (IRC (JE1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION STATE OF 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE w m r DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. FLO tIDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN CO 3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM ELOBVI99YE330. z C 4'. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED YAI.5 SAFETY FACTOR. G H A z S BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE WITH q%U IED FOR ALL WIND S. THIS SYSTEMH H ASTM 1996-09.IT IS ACCEPTABLE BY CODE ON S OPTIONAL PLAN VIEW w 'n" ZONES ISACCORDANCE PENDENTLY CRITERIA INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. 07 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS;WIND A:Tl LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. w 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ow DOCUMENTS IN ACCORDANCE WITH THE GOVERNING COVE AND GOVERNING WIND VELOCITY. FOR w ru w WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED, 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC E SITE. x 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCTION WITH THE EVALUATIOWREPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL USE OFTHESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ir VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DCUMENTS ............ 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRIPANE PR OTION Lj- I OFFICIAL MAY RETIRE THAT SITE SPECIFIC DOCUMENTS BE PRE-PARED,S19TRACK NED DATED AND BOT70M TiFy SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AWD]Us THE DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS ERAPPROVAL. ,trj LOCKING MECHANISM,SEE 13. EACH SH R ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUMTYPICAL PLAN VIEWS INFORMATIgggON: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION MISSILE LEVEL 0-ASTM E1886 E1996&E330 TAS 201 202&263 rl--N SHUTTER ELEVATION FLORIDA PRODUCEAPPROVAL NUMBER TABLE EXTERIORr:W 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.C.N.,WITH A MINIMUM Fy OF 25 TABLE 2: K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A52 ce MINIMUM TENSILE STRENGTH OF 60 K.S.I.;U.O.N.POP RIVETS SHALL BE 1/4-0 OR 3116PO 50 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAYS LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH CK OR NON-HVHZ ESSENTIAL It Tli REW SH LO t: BOX LOCK AT CENTER DE CLOSURE. HVHZ FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 'Im 11i I 18. FLOOR TRACKS MAY BE REMOVABLE ATO LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, 3WABOVr :5 301 ABOVE 30'ABOVE >3D'ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. 22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE GRADE GRADE GRADE 23. SEALANT SHALL BE USED ON ANCHORSPIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE 72" 2-114" I-Va. 2-318" I-are, TABLE 1: TABLE I NOTES: 3-Sm" 1-7/8, yI 1. DESIGN PRESSURES SHOWN IN'ACCORDION 120, 4-118' 4-IW 2- ACCORDION SHUTTER 144" 4-718" 2� 5" 2- SHUTTER SPAN SCHEDULE'ABOVE ARE t .. . _ Jim MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: I SPAN SCHEDULE 1111 AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DARE COUNTY AND BROWARD COUNTY FLORIDA. .11 RIVE NE LINEAR INTERPOLATION BETWEEN SHUTTER RV 2. DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY POS7- K! SHUTTER DESIGN I)Esr(-3R- SPANS IS NOT PERMITTED,FOR SPANS '31. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339 SPAN PRESSURE PRESSURE BETWEEN THOSE!INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A -WAM, - I� ! I JMFJ P B tEn) DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". __tL d SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 301 SHALL Tr 100 iGO f HAVE 2-7 0^ N FROM GLASS WHEN s 3W ABOVE GRADE,AND 1-SIS'WHEN N MI M SEPARATION TOABOVEr. . 1 0 >30' - 70 ABOVES. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOP,SPANS BETWEEN THOSE 12V 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 14'r 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE W17M ASTM 43 E1996-09. I i FRANK L MD /E0016519 O'P.E, PROJECTION VARIES :�pN •" + ��-F 2.874' 4.674"MAX. L ••S•'• }-0.115• = "�= NO P&00\ p O.OBO' - 463g \ 0.062" IF�450• v = 9 T o 0.125" 1.830" 062" _; 1.708"- 0.100• {- �+ 1,708" 0.100• N {• _ 0.080" O.o63" • 0.195 '0 2.820' 1\' MAIC Op .moi 0.195" 0.096' L 0.060" 0.070' rvi 0.060• - iry yyy �i* -T 0.125' ..Y --r 0.630" --} 0.530" 0.062"� 1.993"� 1.908" �' /O<OgIOA G F 0.630•I�-rI� 0.062' 0.062' ^i• c�{lr �" I J- 0.143' 009Cf! ....... ••� • � l 0.630' .__L.a 9,•069^-} �-�--}0.971" 4 }'0.971"� 0.143' -1l-rlr y7-I�II"r`Ii11 j1\ �• 0}060' O.OGQ' 0.630" ? V s 0.062 O'Z00" L-5.745'MAX.- BUILD }-1.069"� 0.062" 0.200' �`y.• f 0.630' I 0.06'�� 0.062 �-1.069• SUPPORT LEG OPTIONAL- }-1.069"y 0.062 1.069"� 0.062' 0" W} 8rNw79IL� 5.45'MAX. N 6± � WALL OUT WALL 3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER SILL G LITE HEADER SILL O SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE v SCALE:HALF SIZE b13 SCALE:HALF SIZE SCALE:HALF SIZE '+ WHERE SHOWN,SCREW BOSSES 8,FELT GROVES ARE OPTIONAL r^ ON ALL EXTRUSIONS r" 0.874't- }--- 5'2.655" 0.875' 2.195" I }---}0.510' 1-2.195" 1.230" a r I I 0.060" I 1229" I 0.10 's l_ 7' A IC D.7�5' N .-r' O.� _. '�-T_ I I i j--2.655' II I 2.362• z'�09 i IIrI 1I 170.105" I� 4.64' 1.069" I N I UU t--'T .831• iO ni N I r I ' - r 4.510• m I 1--1 0.10 ' II 1.069° 0.075' n O,I 0.075' ' _ __ T----a.51D'�-- --_ _ I __ I I _!f 0.044" 'F ==TT 0.994• 9 3 0.07 7.M :-i• 4.510' -} �- . METAL W/0 PAINT IS 0.0 -3 506"n SILL OS SILL ADAPTER g EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTT �3 6REAMLINE SLAT/BEAD9 `...� SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF S12E S :HALF SIZE SCALE.HALF SIZE i SCALE HALF 512E i ' 0.0800.0 590" 4.753' -r 0.115• 0.341b'1.570"-T" .507.008'0' •0 510 . 0.143" 0.143� 0.0 70' 10.245" 1.7 - 0.096" 0.060"1t 0.117• 090" 0. €� If ryS @ I -0.096" u d g r a.slo•� 1-D.leD' ra ;i D.DeD• 1 0.080' a 0.682' 'o.630• 0.060"� , I wrImRr0PHLLOOFAMIL 0.044' D.zz7• I I I D.693•J �- +_^ 15-2339 NOTE:THICKNESS OF DARE 2.822' �--1.625"•--� }--t•0.420• )�Gp)) C vll METAL W/O PAINT IS 0.039" �g .6.8 STREAMLINE STACK 76 RADIUS CEILING HEADER/SILL �7 6_8 iSTARTER Ig WALL SILL CLIP 78b WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALIE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE � 9'B I I ,- I I • I i i I I . • FIW/RL BENNAR00 P.E. 1.950" � tttttttttlkttt tpmws 9 '�...F,Y 0.610" STAINLESS STEEL .280 f--} NYLON WASHER OR - 4 0' Y".••••• f��•� • ASSEMBLY � ALUMINUM � Q,• L/ �I� a.so° D.3sr 0.320'0 HOLE 61 „ II• N 4' •, NYLON .It o n�i I in 530 x 2-3/4"410 HT S.S, 0.276' _�� Op�'OOgb� 0.880 •+�tJ, v { w INSERTS SCREW W/TC ULTRAC.OTE 0.05 WHEEL -1-� 10•;_120 '- INTO COATING 4 'B N TRACK {TYP TOP&@017OM) ry 0.062"- 1 'c� �.r�rr _ x z I TYP.AT EVERY OTHER 0.750° NYLON BUSHING W/WASHER: 1__G Jii1t�'tORtDpfi ro R� 5'MAX. I IBL JOINT 7/16"0 x 1/2"@ INTERIOR JOINT TOP �,�� �i Q T'- ---T 0.870" i 7/I6"0 x 1"Q INTERIOR JOINT BOTTOM IIAS4' 0.137' ! /�,,q�• ��� {'tC^75 I CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR ""/- t t I I I I t t tt t W "X i5 ig ANGLE HOUSING-ZINC.DICAST,POWDER COATED 22 ROLLER ASSEMBLY BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT ,'nff SCALE HALF SIZE a 24 SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 1J if W g• OR KEY/THUMB TURN OPE SCALE.HALF 512E SCALE:HALF SIZE Ym }o.zso• RASS PUSH LOCK SCALE:HALF;SIZE NF ft0.355" i 3 978" 0 R0.500" 4.CDO' i -1.742` 2.125" tp D 0.900° 0.236• __1.710" 0.286" 1.603" 0.267' ~ r 0.623•; -1.224° $ 0.790' 0:119D" 0.319" ;a 0.531• 0.531" r ai 0.064" -2.250'- 0.09r~r 0.2 0.250• ._._L d c o \26' r1 tl.607" -I 0.607• 0.1=81 ! t w " �, , ry W �-f -0.224' x.239" }-• 0.060" 0.496" i f $ f_2,000" -4 ' 27 RAINGUARG 2g DECORATIVE FLOOR TRACT{ � SCALE!HALF SIZE SCALE HALF SIZE " O.I6ff 0.222"-{t- 0.240" f tlA62' 6230 UNIMATE LOCK, 31 MALE BOX CENTER 32 FEMALEBOX CENTERSCALSCALE'HALF SIZE SCALE•HALF SIZE0.062'5.500'x 13/16'WIDE BAUD' STAINLESS 167 STEEL NttTo 0.125' CD I3D �+ -a.1B@" - ice -• B. T to 0/16-18x1 MACHINE SCREW v con t 0.438" Typ5/16"0 INTERNAL STAINLESS STEEL R ,��'"' 0.121• T-----4.SUW 1----10.689" P ATED,ZINC`DI THREAD � }c�j II SECTION A ! HEAD STYLE VARIES m 4 .�._- 1.050 SIN p6E 11 %%TSA MODEL 2022 - g5 T-LOCK ADAPTER 37 T-SCREW INSERT 3g THUMB SCREW -. IN USTRIAL SYSTEMS SCALE•FULL SIZE SCALE:FULL SIZE i (OPTIONAL) =n 0.254• (9@0b 40c 3g BOX LOCK SCALE:HALF SIZE n SCALE.HALF SIZE . J-a"3I9 01 '` END STRIP 1" �51�E{�� Y t--'2.00�--f 0 2" & 3" EXT F--•1.625"-^f �-'�•1.500"-� 1t- •iZ5• 0.1�- SCALE: HALF SIZE �1 y 0.085" Z 0.125' " 0.250' ry ;0093" w CCP1PotlffFA4tILYI1tl•IWpE }Q� 0.085' 8 I 15-2339 1 ---.1„•, � .A0811EMJ11►T'10NI 4 7.ODO' 3g 2X7 ANGLE ?.0 ALT. 1" END STRIP J ic3"x0.493" AN28GLE 2"x3"xO.125" ANGLE �y SCALE!HALF SIZE SCALE.HALF S12E SCALE.HALF SIZE SCALE,HALF SIZE I I • I i \\1/PEOD16fI ARDO,P.E. ANYANCHOR PER ANCHOR EDGE DIST. SCHEDULE @ 1B"O.C. GLAZING DIST. -SEE END AIC` Ep- SCHEDUCF9 0 N N SPA"WHEN""I"' - p A 'ANGLE EMBED 1 1 20,40a,40b HR�OC, Ip ' _ LEG D RECITON II II O{) p"d� 1 4" OR - EMBED. t7 a (INTERIOR) 17 I 3 IC 17 -z''='--IMAX. WITH 21 OR 2S"�'Q p�b0 MIN.0,062"THICK 6063 T6 ALUM. ANGLE 1"x 1"MIN.TO 2"K S"MAX. 21 25 /SSS/ 11, 3U (ANGLE LEG MAY BE REVERSED) q //f f f S EDGE o — --- ---- i (F(ASTEN ANGLE TO TRACK W/ I QI Bj a DIST. 0 ANY ANCHOR PER ANCHOR RRNER,TOP R BOTTOM;AND 6 �6 W a uS SCHEDULE @ 1B"O.C. ATTACH TO 6.8 STARTER A 13 13 13- II #12 x 1/2"GALVANIZED OR Z O 13 012 K 1/2"GALVANIZED OR S.S.SMS, ` S,S.SMS 3/16'0 ALUM.POP W �9 30 3/16.0,ALUM.POP RIVET,OR 1/4-20 RIVET S 1/4-20 MACHINE w^ z 6.00"(T,Y P.1 IOLT�7 NUT,1B"O.C. 4 USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18•D.C.DC . ALTERNATE END STRIP D TAIL EXTERIOR) S/16-18 UMI35CTLEWTNToTHREADED WITH 6.8 SfARfER AND ANGLE m dsd ( INSERT(37J'A 1/3 SPAN TO 2/3 SPAN SCALE:3"_.V-0•• ANY TRACK W/ w FROM SO M OF SHUTTER.RECEIVING END STRIPSCHEDULE SCREW BOSSES. p W TYPICAL PLAN VIEW HOLE SHALL BE 3/6"MAX WIDTH,UP TO PSF SPAN 6 SCALE 3"=1'-0" 1-HEIGHT. I'B!O(2T") R 02 00 72 \ N 10 2 84" e USE(1)BRASS PUS11 LOCK 132 OR(t)5/16.18 THUMB LOCKING DETAILS FOR 2'&0(3.1') 62 05" SEE END STRIP SCREW' O THREADED 1 INSCRT 77 AT1/35PAN CENTER MATES SCHEDULE FOR MAX. m TO 2/3. AN FROM SHOWN ON RANDOM 2 83" SPAN WHEN USING 8OTTOMOF SHUTTER. 30 13 DETAILS 3'fl/0®(4•T') B2 • 20,40a,40bOR40c, F a - RECEIVINO HOLE SHALL BE 1/d" OR 6.B STARTER tD g 3/8"F1AX WIDTH,UP TO 2 0" j 1"HEIGHT. 30 ALT.TBfO B �1 AX, WITH 21 OR 25. (2.7') 2 ID 112 01 \ 0 90 USE APPROPRIATE Po 132 76" ` STARTER STRIP 70 __ _ - — _ _ _- 1.6713 5 83" b. 40 7-0 PRONTO[CLOSURE x0.083' TOR 13 57 By � BUILDING CONDI RONS. O • 2I 23 7 FASTEN STARTER 5T RIP c E o TO TRACK W/1211110x1" UI v (INSID ) SCREWS AT CORNER,TOP xoizy' 46 ire ALTERNATE END STRIP DETAIL S'BOTTOM ISCALE.3" ANY TRACK W/SCREW 13 J u"'i w i zs fi0 18" BOSSES. w - RE 111• _ Iioir W SILL 1 1A n EUI GILEATEA SPANS 01 LOADS INAN O W SHOWN IN END STRIP SCHEME,END STRIPS REQUIRE A l'KI'.090'CUP ANGLE I(1 F HID SPAN USING ABY ANCHOR ON 7TE�11E EXISTING GLASS a s ANCHOR USINGIEA ANCHOR'NT 5 � I ? SCRENOR Ip•7000LTTO END SINP. ;\@ Now USE(1)BRASS PUSH LOCK USE 111 BRA55 PUSH LOCK a m OR I1)5/16-IB THUMB (INSIDE) YB OR 111 5/16-16 ThIUMB 30 13 �¢a SCREW 1 0 THREADED �1 i .` SCREW I O THREADED a"- INSERT S(37 AT 1/3 SPAN 571-L 1`L-�nTJI INSERT 7 AT 1/3 SPAN TO 2/3 AN FROM 1 TO 1/3 S N FROM 1'a BOTTOM OF SHUTTER d BOTTOM OF SHUTTER (OUTSIDE) e }}gg RECEIVING HOLE SHALL RE I ¢9 a 3/8"MAX WIDTH,UP T� — 6 tl6 7"HEIGHT. 23 @ ' CCl TYPICAL OUTSIDE CORNER CLOSURE — O DETAILS WO/CORNER POST R 13 CO WPNeDRRVNILlF1MY00PE 13 31 2,5 13 z3 (OUTSIDE) 15-2339 NTS `SILL USE I11 BOX LOCK A7 1/3 - SPAN TO 2/3 SPAN FROM PARK O[4L71I►OIOAIT ' BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE NF DETAILS WO/CORNER POST r 99 i CC2 dx MULTIPLE SHUTTER ASSEMBLY �� C NTS ZI:Iu SCALE.3'_1'-0" d ; • .. rnmx L 6ENNAApp/V.Cl REFERNENCEIA(NCHOR EXISTING HOST �RIAPfi71�i/ SCHEDULE FOR MAX. STRUCTURE _ SPACING Cl CONNECTION TYPE x" 1/4-20 MACHINE BOLT REFERENCE ANCHOR i/Z" W/NUT@ 12"0C OR = k•' ,p -- / \ SCHEDULE FOR MAX. -114 SMS @ 6"0 C = SPACING (TYP.TOP&BOTTOM} ?* - ALUM. TUBE -_� 2 FAHANGLE 6063-T6 ALLOY rem EACH ANGLE _..A wl- 'Q AT O SEE TABI. A FOR SIZE. ` '" 00 �OR(g I %"��'• 1"x 2"x 1/8" I I R. OR 6 �/is ••¢ OR 2"x_"x 1/8" i ALTERNATE TIiRU BOLT O ar�'•• I ALUM.ANGLE ° + ClE ERENCEION TYPE ?i ANCHOR MN,GLASS &w / i<> t 13 I I. 1 SCHEDULE FOR MAX SEPARATION 13 Q aa gg$ t� THREE 3/16"0 ALUM, o �i n i ( SPACING PER TA8LE2 Out" Z 'cm ziry POP RIVETS OR I i I' 111 I ^-` GLASS ttt 7�.w 4 w uJl1J THREE 412 SMS,TYP. ° 17 t t !! (�\ \ OR DOOR—11 x 3/16"T ALUM POP Y, 7 Qste pJ4: iT RIVE' .*12 SMS 1 2;Fw 6¢ TABLE ACCO) Cal 18"O.C.(TYP) '._.. .. _?�'I CJ' O 0i q - 4 ~ \ '.' / E//Ng7 S OR OR O (6� w PRESSURE V5 ALLOWABLE LENGTH '`\,� ._ _ F� 0 y-t{2c-, ,J N PSF 2"H��8, 3u k MAY USE MALE OR —`" M ",,;J\\1 - FEMALE LOCK-SLAT 62 i30' RO* 13 ALTERNATE THP.0 BOLT 1/4"MA FROM PIN C5 CONNECTION TYPEi R ]N' 374' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR ClCt CONNECTION TYPE " GUIDE TOE CC3 REFERENCE ANCHOR :":""' WASHER(TYP.I e2 314' i7Y NTS SCHEDULE FOR MAX SCHEDULE FOR MAX. *" 92 114" 165- SPACING _ Ili 14x3/4"SMSA i07. 310' its' / ANGLE TO TUBECONPIELTtOh N id 121 204' 14r c VIP 5 2"x 2"x.12s- 3 2� TABLE B(Q9) EXISTING HD57 6063-T6 ALUM TUBE 9T i3i" STRUCTURE EMBED. 2 SW 114' PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE PSF RH B/0Hx2 EDGE DISTANCE REFERENCE ANCHOR ; Bl SCHEDULE FOR MAX SPACING 62 Sia` 266" T2 I0T IST FASTENER Cal 18"d C. O ALTERNATE BUILD OUT MOUNT SECTION (USE ANY ANCHOR SHOWN Cb jj 82 301` t4r (N ANCHOR SCHEDULE}, SCALE=3"=V-0" m 8 92 95" 139` 102 90` 132' 120 03' t77 L l 250 6' 200 2^x 2 x 3/16 RIVET OR il12 SMS '' '1 O� 090"6063-T6 F•u r C i y CO)IB"O.C. OR 1/1-2Q 77 ALUM TUBE TYP, Z' I�Q $j I3 ] tow C NUT&BOLT(TYp.J. z w PERBLE — N Z u 3/16"t6 ALUM.POP ' w a G ¢ t ALUM. TUBE RIVET OR f{12 SMS a GLASS X, Oz 03 333 P 8 Ei I Lw OR DOOR a p2h �a 52rt�a ID 18"O.C.(TYP.1 606J-TG ALLOY L SEE Tp91F @.fOR SIZE. 2 FASTENERS 2i x S"x 7/8" �" £ uN x CONTINUOUS 4 EACH ANGLE ALUMINUM ANGLE t'x 2"x.093"6063-76 ALUM.ANGLE,TYP THREE 3/16-0 ALUM. OPTIONAL ANGLE INSIDE 3 i o POP RIVETS OR t7 OI IENTATION TYP, 17 6 5 6 e t 17 THREE"lZ SMS,TYP. 0 1 x 2 x 1/0 m 4 CONNECTION TYPE $&' 13 OR Mx2"x1/B` I ALUM.ANGLE D t OI REFERENCE ANCHOR 4 �_..tN" - SCHEDULE FOR MAX ♦� ip 1 USE MALE OR FEMALE SPACING LOCK-SI AT i -- --•-EXISTING CONCRETE, OFR6IBT/PA1KL1@lWCRPE 13 13 BLOCK OR WOOD FRAMING 15-2339 (OUTSIDE) EE INSIDE SILL MOUNT SECTION !2o�naa24GR�T p #12 x t/2"GAL'16 t0 AL 1 SCALE:3-=i'-0" R OR S.S.SMS,3/16"•A ALUM, N CC4 TYPICAL CORNER CLOSURE DETAILS i NTs POP RIVET,OR v4_2p SIDE CLOSURE OPTIONS MACHINE BDLt 8 NU7 St ALE:3"=1'-0 �� t O C1 tB"ox t i I I i i Ft+ANK L.6@lNlll6 P*E C5 CONNECTION TYPE ISS } �. % REFERENCE ANCHOR EXISTING ` p-' SCHEDULE FOR MAX STRUCTURE ., SPACING _ GLASS ¢n="' GLASS I a ui Cl CONNECTION TYPE 5"MAX 4/4_20 MACHINE$OL�f(t.P:•", OR ODOR u w} OR DOOR---- W r-u REFERENCE ANCHOR 1B / W/NUT(7q t2"'O.0 UT7 CT. 'd 5CHEOULE FOR MAX. I-NZO*' SPACING O N145MS(p 6"OC= NO I.IN 13 = Z w 1/2" (TYP TOP 8 E OTTBM! *tw MIN, t! wGLASS) m114"-20 THRU BOLT W/ GLASS a m q14 x 1/2"SMS TIP 12"O C EPARATIOM ,LOCK NUT 12"O C OR EPdRAT101 L W¢ PER x 10 Z I-12i/2"SMS 09 12`O.C.E.S, PER L r'" OR 3/}6"8 ALUMPdP TABLE 7 ¢i 4 n oaOR3/16"0 ALUM.POPnBLG2 z RIVETS(ul 6"O.0 dR 7J4^$RIVETS(p 6"0.C• E.S, Z ALUM.POP RIVETS 1@ 12"D.C.IR 114"0 ALUM.POP RIVETS /� hfl AND 3U I 12"O.C.C.S. — - ASSEMBLY 1/4"MAX FROM PIIJ MN 0Lns5w 1!d�AND10 GUIDE TU BUSHINGMAX,FROM IN PER TaBESEP ON F xl'" to i/2"TYP.�UI�SEC7BUsFiNG (� t3 � yASSEMBLY ' WASHER ITYP.) WASHER(TYP) I� —_ =T z J J 112" VZ"TYPEXISTING CONCRETE, w I 3 CONNECTION TYPE OR DOOR wr O W a BLOCK OR WOOD FRAMING w I EDGE REFERENCE ANCHOR X Z m g I- U) w ^C4 CONNECTION TYPE I DIST. Sp1ACIPIGC FOR MAX S w 0, E GE REFERENCE ANCHOR �� GIST. SCHEDULE FOR MAX ¢ �� SPACING AS SHOWN C3 CONNECTION TYPE IN DIAGRAM ON PG 9 w REFERENCE ANCHOR EXISTING CONCRETE, w a 0 6OR (� .` SCHEDULE FOR MAX. BLOCK OR WOOD FRAMINU O 6 ^' / SOCATIO .F T,FASTENER t2.. 1/4'MAX FROM PIN LOCATION.FRONT AND CI CONNECTION TYPE OUIpE TO BUSHING REFERENCE ANCHOR 1/2" t/4"MAX FROM BACK ANCHORS NOT RED'0 B IN NUE MOUNT SECTION 1 WASHER ITYP.1 p WITH THIS LOCATION SCHEDULE FOR MAX. lid PIH GUNGE TO SCALE 3"=1'-0" SPACING 5 CONNECTION TYPE K BUSHING WASHER /'n1 INSIDE MOUNT SECTION { I REFERENCE ANCHOR 1- u ITYP.1 1;,,,1 EXISTING CONCRETE, .7&'e SCALE:3"=T-0" SCHEDULE FOR MAX. in /! BLOCK OR WOOD FRAMt EMBED. SPACING .Z TYP.80TlOM Co BUILD OUT MOUNT SECTION -g` c EXISTING CONCRETE, SCALE 3"e 1'-0" m E BLOCK OR WOOD FRAMING E NOTE,FOR DETAILS A.B.D,AND E ON THIS SHEET, { EDGE DIST EXISTING S THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE 4 WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS ci REFERENCE ANCHOR 5 CONNECTION TYPE SQ A MINIMUM OF TWO SETS OF ANCHORS AND IS A SCHEDULE FOR MAX. of m I EO E REFERENCE ANCHOR MINIMUM OF 12-LONG.THE SILL CEILING TRACK L S 6 SPACING SCHEDULE FOR MAX USED WITH THE BASE TRACK MUST BE CONTIPIUOUS w SPACING OV CR THE GAPS BETWEEN SECTIONS. I 3 }5 W F 1/2" 7�)R 2D d W q vI GLASS WN ate„I" w v OR DOOR I- X p a Cx q 12 x 1/2"SMS(u7 12" GL ASS EPARATIO 13 X 7 r w �� 4.0 OR3/16"d ALUM. PE�t w 2:Um rWDD 6bC 9H YY!! B4 1-.w7D POP RIVETS @6-O'C TADLE2 O'n¢ i3 I-cnZ r g ww I Ozt- GLASS OR D M OR Y/4"B ALUM.PUP X a MN.CLAS ,L L L HIN GLASS t3 S S -� RIVETS Cvt 12"0 C. F O as DOOR P I M o o SEPARATION m u a`_VI q .1` 1w PER TABLE 2 X z o z t- PERTaBtE2 Xzaz1 I ¢woa MAI 1/4-20 S.S MACHINE S-'u R O ASSEMBLY 1/4-,MT AX FROM IN E IBM SCREW 8 IJUT(d1 In 1/2" GUIDO BUSHIIJG 4 12"O C. — a m 1/2" TYP. WASHER ITYPJ w r- # GLASS OR DdOR i/4"MAk.FROM PIP! m m o 1/4"MAX FROM PIN C GUI E IU BUSHING w 4 CONNEC7ION TYPE i/2" GUIDE TO BUSHING v iry WASHER(TYP1 E GE REFERENCE AIJCHOR WASHER ITYP.) S S 6 in EXISTING CONCRETE, ( d OtST. SCHEDULE FOR MAX COfIPoGRR/llttffilt90DF8 BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SIIOW14 2 CONNECTION TYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX SCHEDULE FOR MAX, aµp CONT. // --� 3 CONNECTION TYPE 012 x 1/2"SMS CiA 12" SPACING 063-T6 ALUM.ANGLE /5 REFERENCE ANCHOR SPACING ALT.FASTENER ►Aa�wuallvn0N1 ' AY BE REVERSED .,� SCHEDULE FOR MAX. 0 C OR 3/16"B ALUM. CX15TlNG CONCRETE, POP RIVETS 6"O.C. BACK ON FRONT AND Rt0'CX-UR'WOOD.FRAMING 5 SHOWN DASHED) SPACING �° BACK ANCHORS NOT REO'U OR 1!4"0 ALUM POP WITH THIS LOCATION RrvETS(�12"OC. (�'� F WALL/BUILD OUT (p�WALL MOUNT SECTION t1 CEI INSIDE MOUNT SECTION uu SCALE:3'z i'-0" t1 SCALE,3"=i'-0" SECTION t7 SCA -0" I � I 111 NIL f NMU0,1,15..y MN.GLASS GLASS SEPARATION OR DOOR�7lyi PER�TABLF.2— 13, m o i II w o= GLASS OR IIJI r v ODOR _ NOP 00466 d Q z GLASS OR FIN GLASS -*• ' N w a u DDDR ' SEPARATION r9 ry j X W w tt w PER TABLE 2 Q= MN GLASS =r IJ SEPARATION a m R s p PER TABLE 2 w j d K w W �•y'•�O I V✓„1 Nor' J� S�0 I ]J� - J" ,, ?ow = xzW/ �ll 7_x r 3 mI # 13 e waM ` 13 X woN �Q a `o ��J - £ JO'z Cl CONNECTION TYPE d Jo Yj�� ERIE)pS2(a� /2" 2 1 1/4"MAX.FROM PIW GUIDE 26 1J da REFERENCE ANCHOR T. W WN J�t Qggqol dpi / C T OR MAX. O BUSHING WASHER(TYP) 250" QW SCHEDULE FSPACIFG— --- QN 3{•i"igZ TWO 1/4"0 WOOD to,K.,� I� LAG SCREWS La 2/." C4 CONNECTION TYPE rpt .250" CI W O.0 MAX WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX N I 16 IBh F6, "T^INTO CENTER OF 2X STUDS /m SPACMG /O- ! EMB."T. 14 SMS(a MIDSPAN BETWEEN � /w I• / /w + � STUDS FOR TRACK70 1"x 4" / EXISTING HOST STRUCTURE PLYWOOD R TUBE CONNECTION STUCCO FINISH4x.125" 6063-"T6 ALUM.TUBE N� (, I �O DECORATIVE FLOUR TRACK DETAIL U WALL MOUNT SILL DETAIL W THDETAIL TD BE USED WHEN STUD SPACING v SCALE:3"=1'-0" SCALE:3"=1'-0" R EX ET DS THE MAX.ALLOWABLE ANCHOR SPACING. ra � O WALL MOUNT SECTION THIS DETAIL MAY ❑,¢� � C C1ALSO BE USEDz� SCALE,3"=1'-D" AT TOP m Sy I ACCORDION SHUTTER W m I PER PRODUCT APPROVAL Fr- o -GLASS F o m MN GLASS GR DOOR I_ p 0 SEPARATION 13 7 in N PER TABLE2 :I EXISTING WOOD IG=0.421 (d APPLICABLE AT TOP X ¢ Z TRUSS OR RAFTER .� AND OR BOTTOM Q X Q (r➢24"FLAX.O.C. ^ £ In Qa j £ m EXISTING FINISH 2"OR 3" MATERIAL 1/2-MIN. 1/4"FLAX FROM PIP!GUIDE 2"x S"x 1/6"6063-T6 3 i6 \ATO BUS RING WASHER ITYP I ALUM.ANGLE W/THREE S 2"X 3'X�i'e'%CONTINUOUS OR '7 _ 2.175 1/4"TILE ITYP.! 1/4"0 WOOD LAG I' " r' w p Ti 2'X2%;e"X CONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/4" II aq�rgtle{ �� 6061-T6 ALUMINUM ANGLE 3/4•'PLvwOUD MINIMUM THREADED D R t 6 pg PENETR."T"IM WOOD(� 5 6 ki i 0.9'MIN.THICK 6061-T6 ALUM TRACK X A325 GRADE THRU BOLT(ol 7"O.C. EACH RAFTER OF TRUSS, d SZ - ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5116"0 A32S GRADE THRU BOLT 0 12"0 C. 24"O.C.MAX WHERE - MACHINESCREWSAT3"FROM ENDS GALV.OR S.S A14GLE EXTENDS BEYOND j EXISTING 3 KSI CONCRETE - AND 9'O.C.FOR THE BALANCE I LAST TRUSS MORE THAN ?w 6 HOST STRUCTURE WITH 1/4'0 ELCO UL7RACON TO CONCRETE/CMU J %"0 ELCO UITRACONS AT EXISTING CONCRETE HOST S"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO _ G' 2-1/2'MIN. STRUCTURE(3000 PSI MIN) lm NEXT TRUSS. w w.- pppp fs & �,6 3'FROM ENDS AND 4'O.C. OR LAG SCREW 9"O.C.W/1-7/B" FOR BALANCE WITH 1�' Mil EMB. IN WOOD SG=0.42.TO 0.55. 13 7 m N I W Li IN EMBEDMENT AND 2 MAX.DESIGN LOAD AT 5'-0'MAX SPAN: x x w-' G ; °11 EXISTING C014CRE1 E, r m MIN EDGE DISTANCE: f 62 P.5.F. HULLOw BLOCK OR ut m 4 M Q OWl'IeaRRINKLIH1tvOD1E STAGGERED WITH 3'HIM. MAX DESIGN LOAD AT 610'MAX SPAN: W 000.FRAMING.SEE 2">S 5"x 1/6"CONT. Q 0:¢r 15-2339 SPACING:TYP. dt 52 P.S.F. AIJCHOR SCHED. .r` ALUM ANGLE 16063-T6) BASED ON TYPE OF L''/' 101112 OBUILDOUT MOUNT STRUCTURE ¢ MXoemlmO�r HD SCALE-NTS IMAX.DESIGN LOAD s 72 P 5 F 1 Hb PASS THRU; DETAIL TRUSS MOUNT SECTION 99 SCALE:3"=1l-0" O SCALE•3"=1•-0" i 'r • I I i EXISTING HOST ALT.LEG DIRECTION 1�IICODI6149Nj� 7E'c:•: • STRUCTURE 1/4•ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE �_.'• EOGE OF SHUTTER, SHUTTER BLADES ASSEMBLY :IMAX (2)6063-T6 ALUMINUM ANGLES PER BEAM END,SIZE �:• 0 TOP OR BOTTOM PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - DESIGN SCHEDULE �) tv Q:C ACCESS HOLE W 1/4-20 MACHINE BOLT W/NCR'� Q E F 1 j' EDGE OF ACCORDION 2 12"O.0 OR N14 x 3/4"SMS 6"O.C. T �<7 ` SHUTTERiBLADES TYPIMIN CAL w _ 1/2"MAX. 3'MIN I �'' > Bp EDGE .I 3 16 _� 2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS u� °dN° g L9 Lm ROUND WINDOW ASSEMBLY) D SEPARATION 13 2 W D;U) MAXIMUM OF 3 WINDOWS EXISTINGPER TABLE o t.; w GLASS OR w //�� PER EVERY OTHER GLADE DOOR �o m 0 uj 1 LIGHT-N-VIEW WINDOW L,N ° S¢p EDGE r1/2"MAX $ N.T.S. EXTERIOR ELEV 0 DISTANCE }L 5 6 -*-tel`('�I. wri a l7 3 16 II I 1/L'•IlAx.fROM PIN GUIDE 00 T., ` JJ TO BUSHING WASHER 1'f YP 1 wa O ACCESS --1/4-20 MACHINE BOLT W/NUi t@ �, -1/2' HOLE 12`O.0 OR R 14 x 3/4"SMS G'O.C. B m 2.875'0 HOLE TO A_ SPAN TUBE PER to RECEIVE ROUND EMBED. I .DESIGN SCHEDULE C WINDOW ASSEMBLY 1- S' 1/2' (2)6063-T6 ALUMINUM s 'I �-f7/A ANGLES PER BEAM END,SIZE 7 6*O ..jj- PER SPAN TUBE SCHEDULE .,pip W EXISTING HONSTT 4"0 THRU BOLTS SEE BEAM Zm a`m'! 5CHEDULE FOR STRUCTURE REQUIRED NUMBERS •T' - I/4"ALL POINTS SOLID SET ANCHORS WITH 7/8•MIN H EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM SPACING,AND 3'MINIMUM EDGE DISTAPICE 0.125' 0.032"A0.032`1 MAX.DESIGN LOAD t 72 PSF 0 3 3 SPAN TUBE SECTION 0.196' / B N.T.S. VERT SECTION / \ 3 � 4g• / \ SPAN TUBE SCHEDULE / \ ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUMANOLE dg r 1 1aa1 I + I s SHUTTER PATOP - BQTfRLE-NTOBTOITUBE Tmu-BOLTS ANCHORS ROUND 91ZE SPAN WINDOW TPIBOTOM TOP BOTTOM En ASSEMBLY TUBE TTOM ^e TUBE TUBE TUBE TUBE TUBE TUBE TUBE S �4 y 11 rx6k �- 123,4' 135.2 2 2 2 3 4' T 0.126- BB' iotr 106.8" 2 2 3 3 T T F 123• B9.1 -84.4•_ _ 2 _ 2--3 -__3__ _ 4' -7' 7 60" 12B.r 167.0• 2 z _ 2 3 a• v I 08' ti4.e• 12e_T_ 2 2 3 3 T T �p 0.126' 123' 102.8• 109.8• 2 2 4 4 10' 1D- G6i 2kBk SO• 138.0" 108.8• 2 2 3 3 T _7" 0.188' ) 0.120' �'• 1227• 180.T 2 2 3 4 02.875' 03.250" LI 123" 115,4' 137.6" 2 3 4 5 10" 13' 00" 768.1" 240.0' 2 2 _ 3 / D 1875' 140.8' 228.9' 2 _3 4 8 ' 10• !10 _ ® �f LIGHT-N-VIEW WINDOW `� / 123" 132.r 203.1' 3 4 5 7 13 1B' i1 / SPAN TUBE SCHEDULE NOTES: WP083RB77KL894WWPE 29 N.T.S. 'SASIC PLASTICS SLX1431T-UL-94HB 1. ubtx x 4"ANGLES FOR 2'x5"6.2"x6'BEAMS. 15-2339 , 2. USE 2•xS'xl/4"ANGLES FOR 2"x8"0 2"40'BEAMS. sats, • 3. USE BEAM SCHEDULE FOR DETAIL 3/8. r�ae ocuLuvnq� 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS i s N.T.S. EXTERIOR ELEV ABOVE A96 BELOW THE BEAM. no6. LAP BEAMS ARE NOT ALLOWED. 7. ALL BEAMS AND ANGLES TO BE 6053-TG ALUMINUM. O I i tl ANCHOR SCHEDULE: CONCRETE E f■ `�E�NNM4Df1PI y.� 2,5"MIN EDGE DISTANCE q� -" '1 } () Spans UO TO G'-0" Spans Up To B'-3" Sure LIP TO 121•0"LOAD \ •y{ 1.--0­. ------ (PsO ONH TYPE ONNTYPE CONN TYPE ( : FIJb,, Cl' C2 C3 C4 CS Cl Q C3 C4 CS CI C2 C3. G4 CS' „ tt 1/4'ISW TAPCON OR ELCO 43 16.0" 6.0' 15.0°14.0" 4.0"26.01 6.0'" 476" 1310' 6.p' 16.0" 9.5" 5.S' 6.5" 14;5" NO PE004 " ULTRACON WITH L-3/4' S3 36.0" "10,5"14.5' '10.0" 7.0" 10.5" '15,0" 7,5" 5" 7.5" I0,5" EMBED(3397ps1 MCN CONC) 62 16.0"i8.0" 9.5" 12.5"16.0"16.0" 9.5" 5.5" B.S" 15.D"15.0" ZS" 4.5" 7�5" 70 10,0"130" 7.D" 21.01 fe�0"15.5° 0,_D' S.0" 7,5' ILS"i5.0" 7.5" d.5" 7.5" 10_S' z_ - QMzt I 7 r 4 [OMOINATIOIQ0 STATED 160 15.0" 7.5" 4.S" 7.5' 10.5"15.0' 7.S' 4.5" 7.ST' SO.S"15.0" 7.S" �.5' 7,S" 10.5" 2 S ITYP.) 'P 9 7 10 COMBINATIOFJ; R ' 174 ENWH MILIFAST 43_16,0_16.0"15.01 16.0"I6.0"16.0'160" 9.0"13 s, 36.0 16.1" 95 5.5'• 9.0" 1315" ��� '•.,<ORID , WITH 1-314,em 53 14.0•'16.0"1].0"15,0"36.0"16.0"Y3.0" 7.0" 10.6"16.p"13.5" 7,0" 4.5" 7.5" 9.5" ��7,'/Q••-• '• p3 i MIN CONCRETE) 62 16.0"15.01 8S�13.0"16.0"f6.D• 8.5" 5.5" 90" 13.5"13.5_' 7.8" 4.5" 7,5" 9.S" D i/�/7NAL 1 i I 721 16.0"12.0" 7.0_' 11_0"16.0"14.0" 7.0" 4.5" B.0" IO.S"33,5'_ 7.0' 4_5" 7.5" 9.6" aa, �ys a i Sp0 13.3"7.0^ 76.5" 7.5' 9.513.5" 7.0" 4.5'1 7.5" 9.5" 33•S" 7.0" d.5" 7.S" 9.5" ( 1 �Q 1/4•ELOD CRETEFLEX SS4 43�16.0"16,0"16.0"160"L6A"'16,0"1676"13.5'16,0"26.0"18.0`Y3.5"8.0" W/2'EMBED(335Dps1 MIN 53 16.0"16.0"1fi.0'18.D"16.0"16.0"16.0"10.0"15.5"16.0"i6.p"UID§ffl 11.0"14;0" 1"S IT YP.I 2 x 5 TVP.) &Ti CONC) _62 361"16.0"12.5'36.6"lG.D"36,D"12.5' 8,0" 13.D"36.0"F. 31.0"14;8"70 768.0"14.0"30.5"16.0_'16.0"16.0"10.5" 7.0" 13.5"15.q"16.0"S06 ]60"Ip,O" D.S'SL0"L4.4 = 5"MIN EDGE DISTANCE ,, ow Cl Q -C3 C4 CS Ct C2 C3 C4 C5 CS Q C3 C4 CS NOTE S"'INDICATES ALICHDN SERE ULE SPACING 1/4'TW TA(^CON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 50" 5.5" 16.0'16.0"19.0" 3.0" 4.0" 14;0^ SPACING DIAGRAM FOR GZ & 014 CONNECTION 7YPE: ULTRACON WITH L-314" $3 16.0"36.0" S.5" 6.5' 16.0"16.0"12.0" 4.5" 24.5" 7,5" 10:0" - C2 CONNECTION TYPE USING PIECE I�0 WITH DUT SIDE ANCHORS ONLY Li EMBED(3192psl MIN CONC) 62 16.0'155" 4.5" *5 16.0"16.0" 9.0" 4.D" t-0,S"345' 7.5" I0�0" - C4 CONNECTION TYPE USING PIECE WITH m I y 70_16.0"12.5 4.0 5.0" 16.0"35.0" 7.5" 11.0"14.5"7.5" 30;0" DUTStDE ANCHORS ONLY CHi T.5" ' lO.O"14.5^ 7.5" 14.p"14_5" 7.S' 10!01 1/4'MILLENWM MILLFAST 43 16.0"16.0"37,0'13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7_-0" 4.p" G.S_' ]0:5" y lit WITH 1-3/4'EMBED(327Sps1 S3 26_0_16.4" $A" 110"1676"26.1" 9,_4" 5.0" 7.3" 16.0"5-5- WITH 5,5" 7.5" ANCHOR NOTES.• w ,1{ I �L MIN CONCRETE) 62 18,0"11.5"Q,0" 9.0" 16,0"13.5" 7.0" 4.D" 6.5" 11.0"10.5" S.S" 5.5" 7.5" K�7 70 L6.D" 9.5" 5.5" 6.0' 16.4"it.5" 5.5' SS" 8S"10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~a p p " IDO 30.5" 5.5' S,5' 7.5" 10.5" S.S' S.5" 765" i0.5" 5.5" S,6" 7,S' ONLY.ALLOWABLE STORM SHUTTER SPANS FO(t SPECIFIC LOADS MUST BE �7.E� n LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1).11 3 114'ALL-POINTS SOUD-SET1-3/4'MIN EDGE DISTANCE I LLI v ANCHOR W/718'EMBED& CS Q C3 C4_1CS Cl C2 C3 Cq C5 Cl C2 C3 C4 GS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm 1/4-20 SS MACHINE SCREW 43 16.D"16.0' 8.5" 10.51'16.0"16.0'12.0" 5.5" 7_5" 16.0"12 5" G.5• 3.0" 5.4" 10;0" ANCHORTYPE AND EDGE p15TANCE,SELECT 1)SIGN LOAD GITEATER THAN OR - EpVALTO NEGATIVE DESIGN LOAD ON SHUT!RAND SELECT SPAN GREATER 8 (3000pct MIN CONC) 53 16,0"15.0" 6,5" 8.0' 16.0"26.0" 8.5'• a.0" 6.0" 155"]O.q" 5.0" 4.0' 7.0" THAN OR EOUALTO SHUTTER SPAN. rv62 16.0"11.0" 5.0". 7.0' 16.0"12.5 6.S' 3.5" 5.0" 11.D"10.4" S.p" 4.0" 7.0" Ei +� 70 160•' 9.0" 4.5' 6.0' 160"203 S.S' 3.0" 4,4" 6.4" 20.0" S.D" 4,0'• 7,p" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 i 100 10.01 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10,0" 5.0" i 4,0" 7,D" 4. EXISTING STRUCTURE MAY BE CONCRETE,AST C-90 HOLLOW CONCRETE o s 3'MIN EDGE DISTANCE _ I BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANC OR RUNTS SOU0.5ET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °' g ANCHOR 147/B'EMBED& Cl Q C3 C4 L3 CI C2 C3 C9 C5 Cl Q C3 C4 G5 CONNECTION TYPE.SEE CONNECTION DETAILSFORIDENOFICATION OF 314-2055 HACNtNE SCREW 43 36.0' ICU"16,6"56.0"IGD 16.0"16.0"3fS"f6�4"16.0"26.6"13.0' T.0Y]]A"26;0" CONNECTION TYPE. § (300pal CONC - Ff, k ( P ) S3 I6.0"ib.0"13,5']6.5" 16.0"14.0" B.S`I3�5']6p"16.0" 8.5" S,S" 9,5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE {LF,-'_��Mr'L a 62 16A'T 1676"10,5"16.0" IL" 0"165" 8.5" 5.5" 9,5" 12:0• ONLY.15.0" 9,0" 14.0" 16.0" g,0" 6.6" 30.0"23.01-116.E 8.5" 5,5" 9.5" ]21D" 6. THE CONTRACTOR I5 RESPON5101F TO ENSURE THE ANCHORS ARE INSTALLED P, IDD 16.0" 8.5" S.5" 9.5" 12.0"Y6.0^ 12.q"' B.5" 5.5" 9.5" 18P' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT L' Z-5/8'MIN EDGE DISTANCE I i T4 4.20 SSS DROP-IN _ ( LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER W/]/42055 BOLT AND Cl Q C3 CA CS CI L7 C3 C4 C5 Ci C2 C3 C4 C5 FINISHES, ��II 1`EMBED(3000psi MStL 43 16.8"16.D"14.0"36.0"16.D"16.6"54.0' 8.4" S2S•I6.0"14.0" 7.5" 50" $0_" 1115" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS q � CONC) �9316.0"16.0" 9.5" 14.0"16.0"lfi0" 9.5" 6.D" 10.0"]676"11,5" fi.D" 4.0" 7.p"8.0" VgRY.FIELD VERIFYTHAT FASTENERS ARE INiO ADEgDATE WOOD FRAMING16.0"22.5" 7 12.0" 7S' 576" 8.5" IIS"1].5" 6.0" 476" 7.0" 8.0" MEMBERSNOT PLYWODb,FASTENING TO PLYWOOD LS ACCEPTABLE ONLY SIDE CLOSURE PIECES. I 36.0" 9.0" 7.5" 9.0" 11.5" 6.0" 4.q" 7.q" 8,0"11.5"16.0"14.0" 7.0" 8.0" SSS" 6.0" 4.0" 7.0" B.0" 21.5" 6.0" 4.0" 7.0" 8.0" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4'POWERS SS DROP-IN -3/2'MTN EDGE DiSTAHCF I SHALL BE LOCATED IN CENTER OF NOMINAL 2"Ix 4"((MIN. WOOD D.3/4' R EDGE DISTANCE IS ACCEPTABLE FOR WOOD MING, L�G SCREWS SHALL 1j ti W/3/4.20 SS BOLT AND CS C2 C3 C4 CS Cl C:2 C3 CA CS Cl C2 [8 fii C5 HAVE PHILLIPS PAN HEAD OR MEX HEAD. £ 1"EMBED(3000Psi MLN 43 16.0"36.0"15,0"16.6"1676"16.6"14,5" 9.O" 13,5"76.0"25.0" 7.5" 5.0" 4.D" 32:0° 9., MACFIINE SCREWS SHALL HAVE MINIMUM OF 1 2'ENGAGEMENT'OF THREADS[N e CONC) 53 16;0,'18;0"10_S'15 0"16.0"16.01 10.0" 6.5" 10.5"16.0"12.0" 6.0" 9.p" 7.5" 8.5° BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, GAGE HEAD,OR WAFER P�--� 62 16.4"13.0" 8.0" 52.5"26.0"350" 8.0' S.0' 9.0"12.0"126" 6.0" 4.0" T.5" 8.S' " - HEM(SIDEWALK BOLT),U.O.N. ±" LY'�-sf0 70_16,0"ID.S',T.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" I2,0" 6.0" 4.tl" 7.5" 8.5" 100 1276" 6.0"�4.0" T.S' 8.5" 12.0' 676" 4.0" 7.5" 6.5" 32,0" 676" 4.4" 7.5" 8.5'• DESIGNATES ANCHOR CONDITIONS WHICH lIK NOT ACCEPTABLE USES. 2'MIN EDGE DISTANCE I DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, �i �ra R325M5 W/2'EYEWALL Cl' C2 6 C4 CS CIL C2 C3 C4 CS Cl G2 G3 G4 C5 NUT WASHER WINGNUT. I ARMDRINSERTWJ2"EMBED q3 16.0"16.0"11.5"34.0"16_0"X6.0'I6.0" 7.5" I0.0"16.0"16.0" 9.0" 4.5" 6.S"LIS' I 00�LLa WWW (20DDPs1 MIN CONC) 53 1676"16.0" 8.", 11.0"16.0"1676"11.5'T 5,5" 8.D" 16.1 14,0" 7.0' 3.5' 5,5" 1010" 1L MINIMUM CONCRETE STRENGTHS ARE AS INDI I TED IN ANCHOR SCHEDULE, 15,„2339 62 1676"15•W- 7.p" 9,5" 16.0 16.0" 9.0" 4.5" 6.5^ 740"14.0" 7.g" 3.5" 5.5" ]0.0•' 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SpOULD NOT BE USED TO O Hri _ 70 16.0"1U60 8.0" 16.0"14.5" 7.S' q.a" 6.0" 10.5"14,0" 7.0" 3.5" 5.5" 10,0" DRILLINTOHOLLOW BLOCK NOR SHO�ILD IMP CT DRILLS BE USED TO INSTALL C/yIIB p�n�p�, 100 f4.,;_D" 5.5" L4.0"1476" 7.0" 3.5" 5.5" 10.0"24.0" 7.0" 3.5" 5.5" 10.0' CONCRETE SCREWS TO HOLLOW BLOCK a32 SMS w/2.75•EYEWAU. 763 16,0'1 �8.0"16.0"16.0"16.0SD0"14.0'16.0"i65"23.51 6.0" 9.S" TUPARMORSNSERT Wf 2S• 53 16,0"5 16.6"t6.0"26.4"25.0" 7.5" IIA"36.0'15.4' ,�,�EMBED(200Dps1 MW cDNC) 62f6�0'1 13.5"16.0"18.0"13.5' 6.5" " ]6.p9.0" S.0" 8.0" 130"1676"L 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.D 8.0" 13.0" Q100 16.0" 9 6.4" 13.0"16.0" 9.0" 5.6" B.0" 13.0"16,0" 9.0" 5.0" sa. f1,0' OMNIXMINEDGEDISTANCE • fy'. Ell MOON W1 1-3/4'EMBED(3000- 9321EMEMIZAM MOM Sim 14 KIM •Amo m . m ' 1010..../i / /� 91�1 aia/ mt�i/��iiiiiia�i iii/iiti�iiaiii�iii/ ir�iiiii�/iiariia�/. i ii,iai m�� iii�iii.� MEMENNEN.F /�'//�i� LLFASr EMBED o .:; ; iii%lm on Sm//, fflo/i/a/. %��„��y ,_....,.,..._ . y . //�.. . . r r V r m�%////9////.%/%/ %//�O/ %% y ///Yi//l�%%//,L®'//////%O/��///�%/�L� ■O�D�dO©m0©m©CLm©mmL�©mm�DO©m0©m altoKIM ® xam ma mm. EMKMNNMN NAM ■mm©mmm©©o®mo®m©®©mmmm©o�m.�©m© :soeoo : mom m©m©mmEM m • mmmmmmo©o®m©a .10111/1 ' MM � yup i//i�,��N//i i//iaiMIAM2 10 f i ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKR TRwKLBENNMDOIAX- 3 hEOO4S549 'd.c 25 MIN EDGE DISTANCE 14,... G LOAD Spans IC NN T(6'-0" Spans Up To 8'-3" 5 s U LOAF PE CONN TYPE CONN TYPE 1 _� 4 ANCHOR C1 C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C$ = k No - M *12 SMS W/2•EYEWALL 43 16.0"16.0" 7S'• 9.0" 16.0"15.5" S. 4.5" 6.5" 15.5" BS" d.5" 4A' 7.0" _* PE004654 - 3 ARMOR INSERT W/1-ifi' S3 YS.O"30.S" 5.0" 7.0'• 16.0"YI.O" 6.VO3/5" 5.6" Y1.0" 7.0'• 3.5" 3.5" 5EMBEP62 14.0"7.5"4.0"6.Dr 14.5" 9.0"4. 4.0" 7.D" 7.0" 3.5' 3.5'S.O _xm ]i.5" fiA" 3.5" S.5" 22.5 T.5" 3. 3.5" 5.9" 7.4" 35" 3.5' SA" %�"r , STATE.5" /3.5" 5.0" 7.0" 3. 3.5" 5,0" 7.0"' 3.S" 3.5" 5.0 R Op ANCHOR SCHEDULE: WOOD (G=0.55) 3/4'MIN EDGE DISTANCE 'ritttiitilt zIYj�c € ti Smns Up To 6'-0" Soaps UO To 6'•3" S�sps�7012'-0" W W � COAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (P59 Cl C2 C3 C9 ['S Cl C2 C3 C4 CS Cl C2 C3 CA CS N "d 1/4"LAG SCREW WITH 1-3j4 43 16.0"36.0"33.5 32.5"I6.4"16.0`16.0" 7.5"' 9.0" 16,0"16.0"14.5' 4.5` 6.0" 360 3 2 z MIN THREAD PENETRATION 53 16.0"16:0" B.5" 30.0"16.0"36.0"10.0" fi.0" 7.0" 16.0"16.0"LLS" 4.0" 5.0" 16.0 N 0: 62 Ib.b"25.0" T0"8,S" 364"16.11"Z4.5`5.0" fi.D" 26.0"16 0"ILS" 4_0" 5.0`16.0;' 16.0"12.5" 4.0"5.5"16A_'16.0"IL'S' 4.0" 5.0- L6.0" b 6I0 4; ` Y6A"16.0"13.5` 4.0" 5.0" 16.0"16.0"11.S' 4.0" 5.0" 16.0" •+ 7/16'WOOD BUSHING WITH 43 16,0"I6�0" 8.01' 10.0"16.0"15.5" B.5" 4.5' 7.0" 155" 8.$" 4.S" 4.5" 7.011 1.13'MIN EMBED R U4-20 53 l6.0"30S_' SS., S.0" 16.0"11R" 6.0" 3.5" 5.5" 1L0"" 7.0" 3S" 4.0" 5,0''' t,✓ SS MACHINE SCREW 62 14.0" B.6"_4.5" 6.5" 14.5" 9.6" 4.5" 3.6" 4.5' 7.0" 3.5" 4.p" 5.0" o ,Lamm 70 1222 V 6.0" 3.5". 5.5'",12.5" 7.5'" 3.5" 4.0'" 5.5" 7,0" 3.5" 4.0" S.01 - Uv-�+tu0 20D T.U" 3.5" 4.0" 5.0" 7.0" 3.3' 4.0" SA•7.0" 3.5" 4.0" 5.0" ,6 3 014 SMS OR 014 WOOD 43 16.0"16.0"17.5-111 14.5"16.0"16_0"16.0" 8.p" 10.0"16.0'•16.0"11.5"15.0-17.0"!16.011 ' SCREW WITH 1-3/4'MIN 53 16_`D"'16.0" 9.0"11.5"16.0"16.0° 8.0" i6_.0"!6_0" 4.5" 4.0" 5,5" 13,0" w THREAD PENETRATION 62 16.0"16.0"-i,5" 9.S" 16.0"16_0"11.5" S.V 7.0" 16.0"16.p" 9.S" 4.I S,S" 13,0" •r.{ q (IsaaOmmaBo• 70 Y6.4"Ifi.O" 6.5" 8.5" 16.0"16.0"S0.4" 4.5" 6.0!34.0"15.0" 45^ 4.0".5.5" 13.0" 1-Q 3 C 100 16.0" 9.5" 4.0" 5.S' 13.0"16.0" 9.5" 4.0" 5.5' 13.0"Ifi.O" 9.5"14.01 5.5"113.011 q ANCHOR SCHEDULE: WOOD (G=0.422 =56 6' _ 3j4`MIN EDGE DISTANCE to h 5 LOAD Spans Uo Tu 6'-0" Spans Uo 7o B'-3" Spg�s Up 70 12'-0" "7. F S ANCHOR CONN TYPE CONN TYPE CONN TYPE fA pa s �P� C1 C2 C3 C4 CS C1 C2 C3 C4 C5 Cl I C2 I C3 C4 I C5 g 1j4 LAG SCREW WITH 1-3/4 43 I6.0"16.0" 9.0" SOA"I6.0"36.0"16.0" 5.5" 7 0" 1610116.0" 9.S" 3S' 4.5" 15.0" MIN THREAD PENETRATION S3 ]6.0"36.0" 6.5" B.0" 36.0"16.0"12.5' 4.S' S.5" 16.0"15.0 7.S" 3.0" 4.0"11.0" iv 62 16.0"16.0" S,5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0" 7.5" 3.0" 4.0" 110" 5 56.6"13.5"4�_5" 6.0" 16.0"16:0" 8.0" 3�0" 9.0'" 11_5 IS.p" 7.5" 3_0,_,4_„0" 13.p" IOD I5�0"7.5" 3.0" 40"t1.0"15.0" 7_5"_ 3.0" 4.01' 11.0"15.0" 7,5" 3.0" 4.0�' 11.0" 54 .!L45M5 OR iFYA WOOD q3 16.0'_160" 8.5"10.5"i6.Q^16.Q"32.5" 5.5". 7.0" 33,0" 6.S" 3.5" 5.0"SQ.S" o SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5'• B.0" 16.0"16.0". B.S" 4,0" 5.5" L6.0"10.5" S.5" 2.5" 4.p" 7.S" i IN PENETRATION 62 16,0"11,5"5.0" 7 V I&W 13.0" 6,5' 3.5' 5.0" I0.5,10.5`5.5" 2.5" 4.0" 7.5" A4" 70 16,_0" 9.5 A_5" 6.0 16_0"11.0 5.5" 3.0 4.0" 8.0" IO.S" 5.5" 2.5" 4.0" 7.5" 300 Y0.5 S.5" 25" 4.0" 7.5" 20,5" SS" 2.5" 4.0'" 7.5" 10.5" 5S" 2.5' 4.p" 7.S" . ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK1 4"MIN EDGE DISTANCE LOAD Soans Udo b�-0-0" Soang UOTo 8-3" Spans Up To 32'•4" € t ES ANCHOR (P56 CONN TYPE CONN TYPE CONN TYPE dull W Cl C2 C3 I C4 I CS Cl i C2 C3 I C4 CS CL I C2 I C3 C4 C5 5/16"ITW TAPOON%L W/ 43 16,0"16.0"16.0116.0"116,0"16,0"16.0'16.0"15.0"36.0"16.0"16.0"115.0"190 14.0"36.0" ,b 2-1/4`Min.EMBED 53 16.0"No 36-W 16.0"Sfir_6"16_0"I6G0'•IN 16.0"16_0"l6,0"Ize. 7.5" 62 16.0"16.0"14 0"16.0"26.0 36.0.15.0" 9.0" 34.0^16.0'"I6.0"12A" 7.$" /2A"I6.Q" s 70 16.0"16.0"11.5"16A"16.0"16.0'12.5'a.0" 12.5"16.0"L6.0"12.0" 7.S" L2. 16.0" g , �r 300.36.5"120" 7.5" 12.6"16.0"36.0'12,__0" 7.5" l2.0"16.6"16.0"12.0" 7.5" f2,p"Lfi.6" S 5/16'ELCO ULTRACON W/ 43 16.0"16.0"130.5"14.0"16.0"36.0.10.S- 6.5" 9.5" 11.01, S.5" 6.S.' 9.0'" 'gyp s 2-f4'MIN.EMBED 53 SEX.13.5" Z5" 32.0"16.0"14.0* 7.5" A5' 13.5" 4.0" 6.5" .0"10DD%RRDRwKLbD1W00tE m 62 16 .0" 6.0" 4.0" 16.0"11.0` 5,5' 6.5'• 15-2339 70 SEX" 8.4" S.0"�5.0" 35.5" 8.5"• / 5_.5" 7.0" 9.0"` 6.5' z 300 9,0" $.5' 6y5"- 9.0" ,�5.5" z 6.5'" 9A" 6.5" ECAIr _ 17$ 21 MIN EDGE DISTANCE PAc�� �'Ap14 n cz rj c4 cs c1 cz c3 cd cs cl c� c C4 cs U SMS w/2"EYEwALL i3 11.5"16.0"16.0"14.0" 6.0" 8.0"16.0"14.5"7.5" 3,5" 5.5"13.5" ARMOR INSERT WJ 2`EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"I6.0" 9.5' 4.5" 6.5' 16.0"'1I.5" 6.6" 3.0' 4.5" B.5" t 62 16.D"13.0" 5.S' 7.5' 16.0"14.5" 7.5" 3,5'• 5.S" 12.0"Lf.S" 6.0" 3,0" 4.5"" 8.5" � --�-� 70_160"10.5' S.6" 55' S6A"12.5. 6.5" 3.0" 4.5" 9.0" 11.5" 6.6" 3.0" 4.5" S.5" ANCHOA NOTES:SEE SMEET 100 31.5" 6.0" 3.0" 9.5" 0.5" 11.5" 6.0" 3.0'• 4.5" 8.5'T 11.5"6.0" 30" 4.5'" 8.5" 9 FOR ANCHOR NOTES. i i 1