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HomeMy WebLinkAboutProduct Approval i� Biu `. '3 '• N. ��1�� -{ �.. �1 BCIS Home i Log In ; User Registration ; Hot Topics f Submit Surcharge Stats&Fads { Publications Contact Us BCIS Site Map Unk s Search Florida _� `-. ww Product Approval sw? � USER:Public User �:-�-•-•-ra Product Approval Menu>Product or Aopllca[ion Search>Application List>Application Detail RECEIVED : FL# FL13757-R6 JAN 0 3 2019 Application Type Revision LUCIe county,Code Version 2017 ST. y, Permitting Application Status Approved Comments Archived Product Manufacturer Town and Count0"OPY Address/Phone/Email 400 West McNab ' Ft.Lauderdale,F 330 (954)493-8551 tomj@tc-alum.com Authorized Signature Frank Bennardo frank@engineer'ingexpress.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 6ation Subcategory Compliance Method 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. Bernardo,P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Inde�l.pdf FL13757 R6 COT Indep2df 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 Equivl. df FL13757 R6 Equiv Equiv2.pdf FL13757 R6 Equiv Eq iv df Sections from the Lode 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.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 ins rawi a lowable s rlpr FL13757 R6 AE Evall.odf combin 4 diti imitations of use. ed by Independent Third Party:Yes 37 .2 6.8 Streamline Shutter Large Missil mpact Resistant Accordion Shutter System imits o se Installation Instructions Appr ed for use in HVHZ:Yes FL13757 R6�II Dwg2.pdf App owed for use outside HVHZ:Yes Verified Frank L. Bennardo, P.E. PE0046549 Impact Resistant:Yes Cr ted by Independent Third Party:Yes Design Pressure: N/A valuation Reports elr:See installation d . gs for allowable spa Pr sure FL13757 R6 AE Eval2.pdf combin d tonal limit PtIs-e.- 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.adf anchorage,etc. Created by Independent Third Party:Yes 5acic taext Contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�yright 2007-2013 State of Florida.::Privacy Statement::AccessibilityStatement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall 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 tgLre. Product Approval Accepts: eCtzii Credit_Card;::. Safe �;`- 6 REAM LIN FOR USE WITHIN AND OUTSIDE THE HV GENERALNOTEs; V"7 NO PE004654 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDING ITH THE FLORIDA BUILDING =* * - CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE I LOCITY HURRICANE 0 ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNAM ESMENTIAL CODE UNLIMt7ED WIDTH ism o N THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSE ACILl[IESTSBEfINE �O srarE OFy AS1TN E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION c w _ 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE .,CS'• �o....... m 8 DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE ......... " I;D REQUIREMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLO DA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ���I N T� 0V.sPRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. vj U3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.4. DESIGNPRESSURESNOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIIVVIDED BY A 1.5 1:ACTOX S. THISSSS'YSTEM 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 PLAN VIEW CRITEWA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.' 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd m 1.6 WAS USED FOR WOOD ANCHOR DESIGN. p 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE u9 •+ 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 w SHALL BE USED, B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N 9. SITE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL n ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME p PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. Q 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O F $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR w A S'^ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM $ 2 THE STRUCTURAL SUBSTRATES DETAILED HEREIN. zs m 0' 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ��l�ii -•w. DOCUMENTS. 1,�l 79 6 12. WHEN THE S17ECONDMONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRIgANE PRQTEPT1 N BOTTOM � OFFICIAL MAY RE DIRE THAT SITE SPECIFIC DOCUMENTS'BE PREPARED,SI9NED DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHQ*ERASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION TAS 201 202&203 N.T.S. EXTERIOR ELEV FLORIDA PRODUCE APPROVAL NUMBER TABLE 2: 1 6 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 i3K.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 3/1&.0 5052 ALUM,ALLOY. NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LACKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER Q ° 18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. IN INSTALLATIONS INSTALLATIONS INSTALLATIONS I4 a:Z a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. ji 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4 1.618' 2.316" 1-6/8" 99" 3112" 1-7J8" 3618' 1-7/8" Q TABLE 1: 120° 4-11W 2• 4.114" 2" TABLE 1 NOTES:1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4.7/8° 2• WNACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE � SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: . 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. p�7py�(RUN{LEBNMIIOPE AT EACH RESPECTIVE SHUTTER SPAN. 2. T701'•rHVHZ•DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 15-2339 POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F[ORTITI V72- DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3.,NO SEPARATION FROM®LASS IS REQUIRED FOR INSTALLATIONS IN WIND 4 PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF TITS HVHZ,PROVIDED THAT SHUTTER HAS A PAUL D65C TPMWI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". IPSP1 LI SPAN SHALL REUSED. 4. ,INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30°SHALL 100 100 HAVE 2-7/B°MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/B"WHEN>30' ABOVE GRADE. mi9 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTERSPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM E1996-09. _.. -_ � - RI_D_IA IZ�1I G1� 4PROJECTION VARIES 2,874' 4,874"MAX. KC 0.080' NoP0465q8 7 0,06 0.450' O , 5 1.708° 0.100° �-1.830' 0,062' 4n 0.080° 0.06 01.708 0.100" r 0.195° S1AT8 op 0.9 15° . 0.060" 0.070 0.060° 0.062" 1.908 0.630" 1.993" F, -iLU. ys 00" 1- o.la3" 0.09 "1 030' 0,062' 3" 0.062" ^. ,' _`L 069 k-- 0.971 0.143" JlIIIW _ WWy�O`� Ll'r NMS� 4 N 1 t 0.630 V T0 0 60 0.06 1 00,630' 0.06 0.060.062" 0 A la aESW 1.069'T 4069" $u' I t 9 SUP P AL `} 1.069"-� 0 062D� (1.069^-} 0.062' 0" W $�W s 5.745"MAX.- / 5.745°MAX. y 8 W OjWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRA /4 STREAMLINE WALL TRACK HEA HEADER SILL O LITE HEADER/SILL �o u SCALE:HALF-SIZE SCALEI HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE,HALF SIZE WHERE SHOWN,SCREW BOSSES L^`i &FELT GROVES ARE OPRONAL ON ALL EXTRUSIONS 0,874"} 2.655" 0.875" '}I- 2.195° }---}0.510" 2,195" 1.230" 11=6 1.229" I I 0.105• 0.060' I rr) �, _� -u Na.a.��p �� )r° J l l Og l 01610:5 0.725° 2655 $ L -T Tl I I T I -j�I � I z��°�f` '-- r1 Pn I Gi I 1•= I2,362' 4.84'- -T \ � i 10 �'! $ 0.105' IP"n ��I 1.069" N I .631° ` N h it 4n m LsJr"1 =--�- 4.510" I Ll -� � 0.075° nOI0.075'O.LOS" `I I-_ - _.. _ 0.994----4.510' - _ _� I1 NOTE:TESTED THICKNESS OF a 4.510'--} �� a• 7 3.506' BARE METAL W/0 PAINT IS 0.039" O SILL Og SILL ADAPTER Og EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE {p� pSCALE:HALF SIZE SCALE:HgLF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �{ N SCALE:HALF SIZE r gg g 0,080^...yyy��y... ��r 0,477' I.s70' 0 510' 0.143° 0.143*1 0.590" 0.341• .O603� 0.070" 0.245° 1.708' 0.143" Fill 11 0.096Ill I ',' 0.060"+-r 0.115" ;- 0.080" 0.117" 88�O j)ll 0.096" 4.510' 4-0.181)" 0.080- 0.080" .080° 0.060" 0.044' 0.227• 0.682° 6 0060" 0 693'� 15-233 N�9 NR I ODDE _ NOTE:THICKNESS OF BARE2•�' �--1.625" 0.420" PAM pF9GIRiON4 METAL W/O PAINT IS 0.039° 15 6.8 STREAMLINE STACK �g RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �gb WALL SILL SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 0f,�T 0O x L BENNARDO P.. ``ATAIIII IIIJI PE0046549 PC's }-0,125" 0.610" STAINLESS STEEL 280°t-{ 0, NYLON UMINUM HER OR ;��� ••' LI �i 0. 50• 0.357° *:• NoN - 0.320°0 HOLE W 0.276'{-}� ;b FpD9 at10 x 2-3/4"410 HT S.S. -t--I I I �,b: 6349 0 880 I NYLON ,�;$ a CR INSERTS SCREW W/TC ULTRACOTE I 0.591• _0 1+• 0 O,OSp' WHEEL .;o r.if 20.* COATING --mINTO TYP TOP&BOTTOM 0.062° ••. ST 144 N 1.100"i }-0.240° TRACK ( ) �JS••T ArFOF X�117! a • NYLON BUSHING W/WASHER: -�_' ��i�Vo"-..IDA „••'' G"� 0.750" 7/1610 x 1/2'@ INTERIOR JOINT TOP �i �7 fi 7 MAX. TYP.AT EVERY OTHER 0.870• 0.154°� 4137" � ('j�a ON INSIDE 30INT AT TOP. 7/16°0 x 1'®INTERIOR 701Ni BOTTOM 1111 EN N Ul o "i CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1 1 1 1111 S 2 Q W U 81 1 g ANGLE ROLLER DICAST,POWDER COATED > SCALE:HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT dam 1!;SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE"HALF SIZE SCALE:HALF SIZE lY OR KEYMUMB TURN OPERATED INSIDE. - W $N W }-}0.250' 23 BRASS PUSH LOCK 3 SCALE:HALF SIZE • o R0.155' 197," 2,125° 14O Al R0.500'• 4.000° 0.236 1.742" 0.211 1.603' 0,267" 0.500' 0.623" 1.710" 1.224' 0 0.790• 0.090' 0.319' 0.531' .. 0.531' 0.064° m R c 0.2 2.250" 1 j 4i 0.09 � �yb, o Y _1- o o L. 0,607 0.607' m 'W � 0.250° In:+:. G+ N 0.118' .� -0.224° 0.239" }-• N :O1q n m n a C vu'j F a --2A00' 0.060' 0.496' 0.240• •+ A,4•+ N m 2.750"-� 1.758'--� I I -L• O`o 27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3,476• T 0222' r 0.240• Zm O SCALE:HALF SIZE O SCALE:HALF S1ZE 1.001 0.062° 0.062^ .0.222.-1 0,062' -0.176" 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER �. SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G E -u•0.062' }-}0.400° 1 5.500°x 13/16"WIDE 'uS 7/16'0 STAINLESS r ,� 167° STEEL NUT T - 30 Oil. 0.438" 4' ..4 0.188" 5/16-18x1 MACHINE SCREW a %� a��.a 0.121" 1 "T T' TYR 5/16.01NTERNAL STAINLESS STEEL F N ga I 1 }----}0.689' POWDER COATED,ZINC DIE-CAST THREAD 4.500" _ HEAD STYLE VARIES 1.DSD"4 998 DEELTA MODEL 2022 SECTION A - 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW o. $ ,.1, @(@@ 11211412 16 �tl INDUSIRIAL SYSTEMS (OPTIONAL) SCALE.FULL SIZE SCALE:FULL 512E c 0.254" 35 BOX LOCK SCALE:HALF SIZE ^' �0.319 ;\, END STRIP 1" � si ll $� SCALE:HALF SIZE f--2.000•-•--t 0.125' 2" & 3" EXT • �--1.625" t-1.500°� 7r SCALE: HALF SIZE 0. 25' ` 0.050° 0.093" rOl"2*5' 0.125" 0.093" o.zso@@COPbyOC!O1FR5F7U-.g2IL3D3)T9N8p{PF ID OPL . m reww III- Locwurrmmi 1 7.000° l i 02X7ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"xO.093" ANGLE 25 2"x3"xO.125" ANGLE 39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE \'.Jl RL ANY ANCIOR PER ANCHOR EDGE DIST. SCHEDULI®18"D.C. EXISTING pIST, GLAZING SEE END STRIII` SCHEDULE FOR P'uoG NO IE004 ' N .ANGLE EMBED OR ' n Ido {a� 2DAWHEN ' d 1 LEG D REC[TON N I 6 1/4" OR 4 6 BaBTAR7€Rp o N - EMBED. 17 3,6 (INTER30R) ..-,. MAX. WITH 21 OR2.1, g I�j 1 T tY 17 1 MIN.D.062"THICK 6063-T6 ALUM. 21 25 ��/�S ANGLE 1"x 1'MIN.TO 2"x S'MAX. 11 30 S/ EDGE ..„, W/ (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK DIST, (2 810x1"SCREWS AT s 3 8 ANY ANCHOR PER ANCHOR C� �> SCHEDULE 0 18"D.C. RNER TOP&BOTTOM'AND UI Q bg®g = 13 13 �12A%%Y GALVANIZED OR/ to 14 91 13 812 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16'0 ALUM.POP N N 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Oft 1/4-20 MACHINE $i4 w S ALTERNATE END STRIP DETAIL BOLT�NUT.18.O.C, r G E(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 18"D.C. WITH 6.8 STARTER AND ANGLE mad (EXTERIOR) 18'J>1UMB SCREW INTO THREADED INS T 3 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ o w ai FR? OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. p TYPICAL PLAN VIEW H6LE ALL BE 3/8"MAX WIDTH,UP TO PSF I s PAN SCALE:3" 1'-0" 1'HE HT. 1'8/0(2.77 52 08" 72 q@' USE(1)BRASS PUSHLOCK ® 02 D ONE 5/16-18 THUMfi LOCKING DETAILS FOR 3 SEE END STRIP SCREW0 THREADED 2'810(3.77 ' INSERT 3 AT 1/3 SPAN CENTER MATES �p SCHEDULE FOR MAX, W TO 2/3 AN FROM SHOWN ON RANDOM SPAN WHEN USING BOTTOM OF SHUTTER. 02 BB' n C RECEIVING HOLE SHALL BE 30 DETAILS 3.8!0(4.77 xJ 20,40a,40b OR 40c, 3/8"MAX WIDTH,UP TD 13 t0 RJ 1/4" OR 6.8 STARTER 1"HEIGHT. 30 ALT.1'810 52 0 rR MAX, WITH 21 OR 25. " IY ...... ...,. (2, 20 �40 40 USE APPROPRIATE 2 6" STARTER STRIP TO 16'X.1' 46 93' 40 20 PROVIDE CLOSURE p �,-- 5 8r FOR 13 x0.U93' 7 BUILDING CONDITIONS. 6 S 23 2t 6- TO TRACKEN TW/R(2)#10x1TER P ri (INSIDE) SCREWS AT CORNER,TOP � 66 r2 ALTERNATE END STRIP DETAIL a BOTTOM. Y•B t. 0 SCALE:3"=1'-0" BOSSE SACK W/SCREW 25 73I Tai d p SILL g�^°' W ! FOR GREATER SPANS OR LOOS THAN ,,LL 0 �6TR Sp' UDIEOWN thl END STW XI".0900'CLIPA NGIP J In \ NiD SPAN 16tNG ANY ANCHOR ON THE EXISTING GLASS O z \ _ ANCHOR SCHEDULE&0103/4'TEK ^ v 13 SCREW OR 1/4.20 BOLT TO END STRIP. 30 'UUUAIII USE(1)BRASS PUSH LOCK INSIDE USE(1)BRASS PUSH LOCK qF� OR(1)5/16-T8 THUMB (INSIDE) OR(11 5/16-18 THUMB 13 LTJ a a SCREW I 0 THREADED SCREW INFO THREADED I 30 z IV INSERT 37 AT 1/3 SPAN SILL INSERT 071 AT 1/3 SPAN aw TO 2/3 AN FROM 1 �R5R5R5 , TO 2/3 AN FROM Sika BOTTOM OF SHUTTER E I BOTTOM OF SHUTTER. 6§ RECEIVING HOLE SHALL BE (OUTSIDE) �I 3/8"MAX WIDTH,UP T , V HEIGHT. 23 OTYPICAL OUTSIDE CORNER CLOSURE _ 5 30 - CCl DETAILS NO/CORNER POST NTS z .13 30 ODPttBURIRAYIL®W2✓DOPP 13 31 3215 13 23 (OUTSIDE) 15-2339 SILL USE"1 BOX LOCK AT 1/3 vv onauvrsOm SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER O TYPICAL INSIDE CORNER CLOSURE Ell CC2 DETAILS WO/CORNER POST d MULTIPLE SHUTTER ASSEMBLY NTS E B SCALE:3"=1'-0" a .. FRANK L.BENNARE 02 P.E. Cl CONNECTION TYPE 4g0i ''rrrl' REFERENCE ANCHOR EXISTING HOST SCHEDULE FOR MAX. STRUCTURE SPACING i r Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2'® W/NUT @ 12"C.C.OR SCHEDULE FOR MAX. 1 014 SMS @ 6"D.C. / I \ SPACING /Zo (TYP.TOP 8 BOTTOM) -.0; tD ALUM. TUBE 2 FASTENERS 6063-T6 ALLOY I I o0 8 o EACH ANGLE SEE TABLE A FOR SIZE. oa 5 OR 660RJ -? 1"x 2"x 1/8" I 1 ALTERNATE THRU BOLT �J Do OR 2"x 2"x 1/8" I Cl CONNECTION TYPE MN GLASS o:0:w Qi 5"QQ a ALUM.ANGLE ° _ REFERENCE ANCHOR SEPARATION }j r� �"'I I SCHEDULE FOR MAX. 13 I-I SPACING PER TABLE2 ?aZ J Z 4aN= THREE 3/16"0 ALUM. ° uWj POP RIVETS OR .. 1 I GLASS N I CL a 3 OR DOOR THREE#12 SMS,TYP. ° 17 X r NL 3IVET ALUM.POP S I 1:I-- p W y » (°116"0C,OR OR#TYPI12 S ''ll�= Af/ A�TFR��� Z� tow 16" TABLE A(a3) \.:I / 4 5 0 6 OR w w ^\ D� Jvi PRESSURE VS 1�//�AIELE H � MAY USE MALE OR — L�LAA ` \ PSF No8)0 13B/CI FEMALELOCK-SLAT Ow0 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN 62 13V lWr C5 CONNECTION TYPE Cl CONNECTION TYPE •" GUIDE TO BUSHING 72 124" 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER ITYP.1p CC SCHEDULE FOR MAX. SCHEDULE FOR MAX. B2 119' 172° NTS 92 114' 16S SPACING �_== / ANGLE TOT BEE CONNECTION 102 110" 160• 120NT 2"x 2'x.125" OMR 5 aC d TABLE B(004) EXISTING HOST EMBED. 6063-T6 ALUM TUBE T. 9T 131' STRUCTURE 200 88 114• PRESSURE VSALLOe1AB1ELENGH 5 CONNECTION TYPE r,a,xj/88^^ 3',S*x 8• EDGE DISTANCE REFERENCE ANCHOR at gg PSF WLTH 8J0 WITH BIO SCHEDULE FOR MAX. fb SPACING G g 62 113" 166' FASTENER @ 18"0 C. n Sor 1sr (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION 82 101• 14T IN ANCHOR SCHEDULE). SCALE 3"=1'-0" .Q 92 9S• 139' 102 90• 13T S55 IID 83" 122' tt 150 79• 109' w w 2.,x2.,x _ 13 r =WO 3/16 RIVET OR#12 SM4iEXISTING 090"6063-T6 MN.GLASS 7Ln @ 18"O.C. OR 1/4-2 ALUM TUBE TYP. ut EPARATION = z v ` L F w PER TABLE N O VI j O NUT 8 BCLT(TYP 16'•0 ALUM,POP d` GLASS 2 3i o z m VET OR#12 SMS Q a a O CL a @ e . ALLU. BE 18"O.C.ITYP.1 2! OR DOOR Y O, ���6063-T6 ALLOY u SEE 799E@FDR SIZE. 2"x 5" x t/8"FASTENERS x CONTINUOUS1�CH ANGLE ALUMINUM ANGLE1"x 2"x,093"6063-T6 OPTIONAL ANGLE -INSIDE 3 6 ALUM.ANGLE,TYP. HREE 3/16"�ALUM. t7 ORIENTATION TYP.OP RIVETS OR HREE#12 SMS,TYP.x 2"x 1/8" 4 CONNECTION TYPE 2"x 2"x 1/B" IST': REFERENCE ANCHORtmin UM.ANGLE \ SCHEDULE FOR MAX. l' ItlLESPACING EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING I- (OUTSIDE) (OUTSIDE) EE INSIDE SILL MOUNT SECTION pnaeoeswrrloni 012 x 1/2"GALVANIZED SCALE i 3"=1'-0" OR S.S.SMS,3/16"0 ALUM. or CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 9� NTS @ is -,DE:(BOLT 8 NUT SCALE.3"=1'-0" FMNK L BENNpRD��{{D�_NP'•,E�. 49 5 CONNECTION TYPE REFERENCE ANCHOR EXISTING Z SCHEDULE FOR MAX. STRUCTURE D> SPACING S"MAX. 1/4-20 MACHINE 806'T�. GLASS 'x W GLASS w Cl CONNECTION TYPE W/NUT 12"o.C.OR RC REFERENCE ANCHOR n° NO OR DOOR hwr-❑U } OR DOOR F w>> SCHEDULE FOR MAX. 19 014 SMS @ 6"O.C.=LA .} Q Z- 13 m w w SPACING 1/2" (TYP.TOP&BOTT9 MIN. PIN. 13 I.a w GLASS N I=-ZO m /2" GLASS X N m m EPARATION Z- Q Q 1/4"-20 THRU BOLI W/ Q k14 x 1/2"SMS @ 12"O.C. X Z LOCK NUT @ 12"O.C.OR EP PER PER £H hw-F ORB/16"0 ALUM,POP TAB E 2 E U a o '-^ }a(OR(6]ORI 12 x 1/2"SMS 12"O.C.E.S. y w ❑ OR 6 J / LS I yl @ r RIVETS 6"D.C, OR 1/4"0 vl i 6 OR-3/16"W ALUM.POP TABLE w❑ ALUM.POP RIVETS @ 12"O.C. � /// d•' RIVETS @ 6'O.C.E.S. U x w /T 1 > a: R 1/4"10 ALUM,POP RIVETS / N 11 AND Q a aa gp 1/4'. AX.FROM PIN MIN.GLASS W w r 0 Q W l7 Ip 12"O.C.E.S. 1/4"MAX,FROM PIN ASSEMBLY G ID TO BUSH G SEPARATION 13 N S 0,• g 1/2"TYP. - PER TABLE2w O9 ANDD GUIDE To BUSHING c WAS ER(TYP.1 I m=om W N ASSEMBLY WASHER(TYP.) w GLASS N 1=-_0< / 1/2" 1/2"TYP. EXISTING CONCRETE, s 3 CONNECTION TYPE OR DOOR X Z 0 Z F ?ry" . iO3 d BLOCK OR WOOD FRAMING +" Q J 0:Q N RE ERENCE ANCHOR m / _ EDGE SL EDULE FOR MAX. Y oa o Si W 4 CONNECTION TYPE 01sT. U✓ W p REFERENCE ANCHOR SP CING Q rl / EDGE SCHEDULE FOR MAX, / DIST. SPACING AS SHOWN w 3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o (5]OOR 6 R REFERENCE ANCHOR EXISTING CONCRETE, "�v33 MM SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING1/4"MAX,FROM PIN / SPACING.ALT.FASTENER Cl CONNECTION TYPE /2" GUIDE TO BUSHING LOCATION.FRONT AND WASHER(TYP.) Y BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ I/4"MAX.FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX. PIN GUIDE TO WITH THIS LOCATION 5 CONNECTION TYPE SCALE+3"=1'-0" PACING BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR y } TYP.I SC ULE FOR MAX. ,a p I SCALE+3"=1'-0" EXI TING CONCRETE, SF: Q' / BLOCK OR OOD FRAMI EMBED. N Zm -7 �— / TYP BOTTOM EXISTING CONCRETE, SCALE:3 T-0" p BLOCK OR WOOD FRA G E EDGE IST.. �.4�•'!, NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE Sx4S THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EM�E 5 CONNECTION TYPE \ WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR A NINIMUM OF TWO SETS OF ANCHORS AND IS A m O E SPACING SCHEDULE FOR MAX. MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK a . ...S 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 - 1 ry OVER THE GAPS BETWEEN SECTIONS. 1/2" &R@ BFF» W J W ❑ a, d GLASS witltlp� 0; OR DOOR GASS 13 '' Nwy+ WW rJ a ' � 5 w 012 x 1/2"SMS Co)12" EPARATIO ❑ X U w>> ®® O.C.OR 3/161.0 ALUM. PER Ln p w m IpI 13 r IAM w W pi �y�I e1 tlq �W7D POP RIVET S@6"O.C, TABLE2 X pZr GLASS OR UMIN,GL,p =x Z�w O�Si!RLSR r✓+_ OR 1/4"0 ALUM.POP Q Q DOOR ,p r❑N m 13 ❑=y=am RIVETS@12"OC. L L❑iN PER TABLE XZ 0ZI- W¢ SEPARATION W'- Q Z ❑N PER TABLE 2 1 W lx 1 OO 1/4AND 8 MAX:FROM P N 1/4-20 S.S.MACHINE a U p " Q SCREW&NUT @ Y u w ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING 12"O.C. Q TYP. WASHER BUSHING w f: a GLASS X w o 1/4"MAX,FROM PIN ¢ �R OR DOOR 1/4"MAX.FROM PIN m w ❑ GUIDE TO BUSHING IC GUIDE TO BUSHING „Z, 4 CONNECTI TYPE 1/2„ O WASHER(TYP.) r S WASHER ITYP.1 EDGE REFERENCE A CHOR a 5 6: EXISTING CONCRETE, DIST. SCHEDULE FO MAX. OOPfp[iffFBW1ILB@�UNODPP I= m SPACING ASS WN 2 CONNECTION TYPE 15-2339 Ai BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON 9 REFERENCE ANCHOR _ OR '- FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. ' " x 3"x 1/4"CONT, 3 CONNECTION TYPE H12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING P—u° ' 063-T6 ALUM,ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM, SPACING.ALT,FASTENER EXISTING CONCRETE, LOCATION.FRONT AND BLOCK OR WOOD FRAMING AY 8E REVERSED SCHEDULE FOR MAX, POP RIVETS @ 6"O.C. BACK ANCHORS NOT RED'D °P 5 SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION C 12"O S O @ . .p WALL MOUNT SECTION RIVETS CEILING / INSIDE MOUNT SECTION WALL BUILD OUT SCALE:3"=1'-0" SCALE:3"=1'-0" EG ON O SCALE; ""'t`�0 MN.CLASS GLASS SEPAPATION 2 KL p OR DOOR PER T.3LE2 tlt •¢Sag C,a�pn[fl / S �4.tl7Jf' W ``� .• ".•.. ' GLASS DR C LA z DOOR - No p =w Q GLASS OR -1k! 046 ulw a ODOR MN.GLASS - fr X w In SEPARATION Q=M MN GLASS w PER TABLE 2 E W SEPARATION a 4W-m STA Z F PER TABLE 2 w F'Q F 6 _ wa r Har o: ws'.<d I 1 U! gip= 2 220 I'll �T DpjV aXI w�N 13 o 2 1 �? ! _ /2" 1 O z C1 CONNECTION TYPE X w 0:'A Z Q m gt ev - 1/4"MAX.FROM PIN GUIDE "Q ¢ ,ya 70 BUSHING WASHER(TYP.) 28 qO• REFERENCE ANCHOR S ��z u SCHEDULE FOR MAX, w W .iLu � TWO 1/4"0 WOOD .250" SPACING "T U! LAG SCREWS @ 24" y �� G.C.MAX,WITH T C4 CONNECTION TYPE 250" w THREADED PENETRATION REFER NCE ANCHOR 09 'T"INTO CENTER OF 2X STUDS /D SCHEDULE FOR MAX. NI w SPACING LL' E EMB."T' 14 SMS CO)MIDSPAN BETWEEN / /a In 7 t8 18 PLYWOOD STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE /l + & TUBE CONNECTION / STUCCO FINISH 1"x 4"x.125" 6063-T6 ALUM.TUBE THIS O£TAIL TO 8E USED WHEN STUD SPACING DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL .,, tu•l EXC ESE,THE MAX.ALLOWABLE ANCHOR SPACING. SCALE'3"=1'-0" a SCALE 3"=1'-0" OWALL MOUNT SECTION THIS DETAIL MAY ����pa SCALE:3"=1'-0'• ALSO BE USED56 0 cc AT TOP 3� ' ACCORDION SHUTTER o ` PER PRODUCT APPROVAL I,� r I MN GLASS ~GLASS W c SEPARATION OR DOOR = I it 13 APrTICABI£gTTOP w z PERTABLE2 In EXISTING WOOD(G=0.42) M AXD OR BOTTOM < >C ZQ TRUSS OR RAFTER 2°0113" 1•: Q.M @ 24"MAX.O.C. -1J2'T-1l2" EXISTING FINISH MATERIAL 1/2°MIN, 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 ' ! w � � `�-5 TO BUSHING WASHER(TYP 1 Ii ii iI m -' 2'%3'X1/0 XCDNTINUDUS OR 2.175' ���JJJ tLJ ALUM.ANGLE W/THREE n S i/4"TILE(TYP.) 1/4"0 WOOD LAG 4 2"x2"K�°x ALUMINUM ANGLE FINISH MATERIAL ¢ 6061-T6 ALUMINUH ANGLE MINIMUM WITH '+ g 3J4"PLYWOOD PENETR "T"IN WOOD @ 5 6 �( 0.9°MIN.THICK ALUM TRACK X ''r -•—1/4"q A325 GRADE THRU BOLT LM 7"D.C. FASTENED TO ANGLE WITH 1/4-20 £ OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. EACH RAFTER OF TRUSS, ANGLE SI CONfDTO 24"D.C.MAX WHERE MACHINE SCREWS AT 3°FROM ENDS ANGLE EXTENDS BEYOND EXISTING 3 KSI CONIREIE GALV.OR S.S. HBSTSTRUCTURfNITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN �� 1/4"0 ELCO ULTRAC,E TO CONCRETE/CMU '✓i QI ELCO ULTRACOSS AT s n •1i S"D.C,W/1-1/4"MIN,EMB, �w EXISTING CONCRETE HOST 6", EXTEND ANGLE TO 3°FROMEHDSAN04d.0 2-SJ2°MIN, STRUCTURE(3000 PSI MIN} OR 1/4"0 LAG SCREW @ 9"O.C.W/1-718" NEXT TRUSS, Wwj� g FOR BALANCE WITtl 13/4" MIN.EMB. IN WOOD SG=0.42.TO 0.55. r(n 2 m: y MIN EM8£DMENT PSVT 2>4°rY_.:D:E::SIGN LDAD AT 5'-0"MAX SPAN t EXISTING CONCRETE, z v mZI MIN EDGE DI YMIN #62 P.S.F. HOLLOW BLOCK OR Q iA Q OOPl186}RRWKSTAGGERED WITH 3'MIN. DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SE£ ," SPACING TYP. .5 52 P.S.F. ANCHOR SCHEO, ,+ 2"x 5"x 1/8"CONT. X w a z r i5-2339 ALUM.ANGLE(6063-76) Q `_ BASED ON TYPE OF °a - Ha BUILDOUT MOUNT STRUCTURE d^ Pwcm om�I�ONr SCALE+NTS (MAX.DESIGN LOAD a 72 P.S.F.) H6 PASS THRU DETAIL SCALE:3"=i'-0" t,n1(� TRUSS MOUNT SECTION SCALE+3"-i'-O" EXISTING HOST ALT.LEG DIRECTION , ✓ �' 12"MIN FROM EDGE OF ACCORDION STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/6"MIN ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM .. i� EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE 'gyp« TOP OR BOTTOM : V i AX {2)6063-T6 ALUMINUM =� ANGLES PER BEAM END,SIZE 0 6549 ~ i 112° PER SPAN TUBE SCHEDULE _7F EMBED, SPAN TUBE PER _ DESIGN SCHEDULE UI �p ACCESS HOLE. ' � , T EDGE OF ACCORDION z I/4-20 MACHINE BOLT W/NUT �0�'•, ' '�>5E 3.5"MIN pi SHUTTER BLADES 12'O.0 OR#14 X 3/4"SMS 6"O.C; i � g M �v I {Y" TYPICAL �� 1/2"MAX, .a �S VAIL 3'MIN - 5 6 2.675"0 HOLE(TO RECEIVE EDGE 3 16 zQ W ROUND WINDOW JS5EMBLY) DISTANCE MIN,GLASS 13 333.+7 MAXIMUM OF 3 WINDOWS EXISTING SEPARATION PER EVERY OTE 8i BLADE GLASS OR fh� APER TABLE 2 DOOR =05 <to W 1 LIGHT-N-VIEW WINDOW E I ri/2'MAx V!8 t(YJ/{I�/Jl�� Oo O" $ N.T.S. EXTERIOR ELEV $ DISTANC N ut C) t7 3 6 1/4"MAX.F8 ON PIN GUIDE Rti MAX, TO BUSHING WASHER tTYP,1 1/4-20 MACHINE BOLT W/NUT @ 112" ACCESS 2.875"0 HOLETO LE 12'O.0 OR#I4 x 3/4'SMS 6"O,C. 14 RECEIVER ROUND SPAN TUBE PER W•� EMBED. I DESIGN SCHEDULE WINDOW ASSEMBLY 1/2° (2)6063-T6 ALUMINUM r gi . 'f MAX. ANGLES PER BEAM END,SIZE C • EXISTING -Y PER SPAN TUBE SCHEDULE p c HOST V4"0 THRU BOLTS SEE BEAM x STRUCTURE CHEDULE FOR REQUIRED NUMBERS E/A1 4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN •r qqqq BED IN CONCRETE OR HOLLOW BLOCK 3 MINIMUM PPP g 0.125" 0.125' SPACING,AND 3'MINIMUM EDGE DISTANCE 0.032" 0,032° MAX.DESIGN LOAD-t 72 PSF 0.196' /- '_ 3_ SPAN TUBE SECTION / \ g N.T.S. VERT SECTION / \ SPANTUBE SCHEDULE ALLOWABLETUSE NUMBEROF NUMSEROF MINIMUM ANGLE `y ROUND TUBE SDOW SIZE H UTTER SPAN THRU•BOLTS ANCHORSPER LENGTH Cf SSEP AN ANGLE ASSEMBLY TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE MINN k m 60' 123.8" 135.r 2 2 2 3 4' r 201 2V 96• 1011" 108,9` 2 2 3 3 r r \ „ 123• Bar 94.4' 2 2 3 3 r r 2xWk 60" 120.1" 167.0- 2 2 2 3 4" 7' Q i / \ 0.125' 08" 114.0' 124.1' 2 2 3 3 r r / 123' 102.8" 109.8' 2 2 4 4 10" 10' 02,875" 03.250" t't0.1B8' `I 2k8x 64' 122.9" ,98.9" 2 2 3 3 " 7.OA26' 00" 1221" ta8.r 2 28 4 123' 118.4• 137.6• 2 3 4 8 10' 1a" 1C / 2x1o'x 60• 168.1" 240.0' 22 3 4 7' 10" or 140.8" 220,9" 2 3 4 LIG HT-N-VIEW WINDOW \ 0.1876 123• ,52.2 203.," 3 1 4 1 6 1 7 13" 18' Zg N.T.S. 'BASIC PLASTICS SLX1431T•UL-94MB r/ SPAN TUBE SCHEDULE NOTW, 10P1Po011 ffMLNNLW00PE CMI-XI/4"x x x 4-ANGLES FOR rxS-&2"x6"BEAMS. 15-2339 2. USE 2'x5"x1/4"ANGLES FOR 2'tcW&2°x10'BEAMS. . 3. USE BEAM SCHEDULE FOR DETAIL 3/8. REMq OF9g11PRG 4 - 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 �_1 BLADE W/ ROUND WIN DOW BELOW 1NE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 9 8 N.T.S. EXTERIOR EIEV ABOVE RASH BELOW THE BBOLTTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 6. LAP BEAMS ARE NOT ALLOWED, 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0 ANCHOR SCHEDULE: CONCRETE ,,,, moo;68"NA � 2.5'MTHEDG CE G LOAD S ns U o 6' " S•pans a 0 To 121-01, Gs�S = 0 CONN TYPE CONN TYPE •, (Pso Cl C2 C3 OI CS Cl C2 C3 C4 CS Cl C2 C3 �: No PEOQ4 C1 I/4"ITW TAPCCN OR ELCO 43 16.0"16.0"15,0"16,0"16.0"16.0"16,0" 9.0" X3.0"16.0"16.0" 9.5' S.5' 0.5' 24.5 =7}; .• ULTRACON W1Ttl 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" IO.S' EMBED(3192pi MIN CONC) 62 164"16.0" 8S"12.S"16.0"16.0" 9.5' S.5" B'S" 1S.0"15.0" 7.5" 4.5" 7S" 10.5" 70 16,0"13,0" 74" 114"16.0"15.5" B.O" 5.0" 7.5" 11.5•'25.0" 7.5" 4.5" 7.5' 10.5••��� 7 / 8 COME}INATIOt¢.0� STATED 100 15,0" 7.5" 4.5" 7,5' SO.S'15.0" 7.5" 4.5" 7.5' 14.5"15.01, 7.S" 4.5' ,S' 2 z S TYP.} 9 / 7R COMBINATIOFY . M a1 +� " 11.E7IlUN M111F 43 " „ " 6,' .0' 8.5" 5.5" 9.0" 13.5, i�IBLBu 1,60-J= '��S%..OR}0 . MIN CONGR EtED(3275psI 'S3 i6.0"16.0"21.5 33,p"16.0"16.0" &5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7,5" 9,S" / 111111111 O U e5 70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5' &0" 30.5'13.5" 7.0" 4.S" 7.5" 9.S" r'TnQ�d SOp 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" 7,5" 9,5" L:i p 1/4"ELCO CREIEFLEX SS4 43 16.0"116.0"116.0"16.0"16.0"116.0"116.0"13.5'16.0"16.0"16.0"32.5" 8.D" 13.0"16.0" z W/2"EMBED()3SOpsI MIN 53 16.p"16.0"16,0"16,0"16.0"16,0"26.0"10.0"15.5'16.0"16.0"10.0" 6.5" 11,0"14.0" i x 5 TYP. 2 x 5 TYP.} (� 6B sN•i x LONG) 62 16-01,16.0"12.5'16.0"16.0"16.0"12.5" 8.0" 13.0"15.0"16.0"10.0" 6.5" 11.q"34.0" 3 d 70 16.0"I6.0"I0,5'16,0"36.0"16.0"10.5" 7.0" Si.S'115-0`116-W710.0' 6.5-11 1.0"54,0" U1 100 LE .1i 6,5" 16.0"10.0" 6.5" 11.0"14.0"16,0"10.0" 6.5" Il.q"14.0" O W w 1'MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING, to Cl C2 C3 01 CS Cl C2 n cn cs I c C3 CA Gs SPACING DIAGRAM FOR G2 & C4 CONNECTION TYPE: 114°IiW TApcm OR EECO d3 16,0"16.0" 7.5" B.0" 16.0"36.0"164" 5.8" S.F. 16.0"16.0" 9,0" 3,8" 4.0" 14.0" - A CONNECTION TYPE USING PIECE lIO WITH OUTSIDE ULTRACON WITH 1.3/4' 53 16.0"16.0" SS" 6S' 16.0"16.0"12:0" 4.5" 16.0"14.5" 7.51, SD,O" ANCHORS ONLY E916EO(3192pC MiiI CONC) 62 i6.6"IS.S' 4.5" 5.5" 16.0"16.0" 9.0" 4.O" 14.5"14.5' 7.S" 10.0" - CL CONNECTION TYPE USING PIECE(¢)WITH ♦�-" 70 16,0"12.5" 44" 5.0" 16,0'•1 101, 7.5" 11.0"14.5' 7.5' 10,0" OUTSIDE ANCHORS ONLY 300 14,5' 7.5° 10.0"14.5' 7.5" la.(V 14.5' AS' 10.0" 1/4'MILLENIUH MWAST 43 16.0"16.0"11.01,13,5•'16.0"56.0"13.011 6.5" 9.5" 16.0"53.0" 7.0" 4.0" 6,S" 10.5' 8 WITH l-3/4'EMBED(3275ps! 53 164"116.0" 8.0" 11.0"1601.164" %W 5.0" 7.5' 16.0"24.5' SS" 5.5" 7,S" ANCHOR NOTES' MIN CONCRETE) 62 16,N'11.5" 6,q" 9.0" 16.0"13.5' 7,0" 4.0" 6.5' 11.0"10.5' S.5' 5,5" 7,5" 1, SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING �� 70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5' S.S' S.5" 7.5" O b ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE SOD 10.5' 5.5" 5.5" 7.5" iD.S" y.5" 5.5" 7.5" 10.5' S.S' 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I(P9 1), 7 t;° Z' 1/4'ALL-POINTS SOCIO-SET 1-3/4"MSN EDGE DISTANCE Z to IT! S ANCHOR W/7,91 EMBED& Ci C2 C3 04 CS Cl C2 C3 C4 CS C1 c2 C3 C4 CS 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISRNG STRUCTURE MATERIAL, - <c� ANCHOR TYPE AND EDGE DISTANCE•SELECT DESIGN LOAD GREATER THAN OR c f 3 iii55D L/4-20 SS MMONE SCREW 43 Sb.O"16.0" 8.5'10.5'16.0"16.0"12.0" 5:5" 7S" 16.0"12.5" 6.5" 3.0" S.0" 10.0" EQUAL TO NEGATNE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m (3000ps1 MIN CONC) 53.16,0"15,Q" 6,5" @.0" 16,0"Y5.0" 8.5" 4.0" 6.0" IS.S'10.6" S.p" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. ((�, 62 1610"111.0-15.0" 7.0" 16.0"12.5" B.S. 3.5" 5.0" 10.0"10.0 5.0" 4.0" 7.0" (((O 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. $$ " 70 1610,0" 9.0" 4.S" 6.0" 16.0"50.5" 5.5" 3.0" 4.0" 8.0" SO.D" 5,6" 44" 7.0" 100 .01 5.0" 4.0"17.0" 10.0"I 5.0" 4:0" 7.0"110.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE .Q2 , 1/4"ALL•PO3If5 SOLID-Stl' 3'MIN EDGE DISTANCE BLOCK OR WOOFRAMING REF RENCE ANCHOR SCHEDULE FOR pROFER ANCHOR TYPE BOASED ON TYPE OF t7GSi'tNG STRUCTURE AND APPROPRIATE ANCHOR W/Ira'EMBED& CI CZ C3 C4 CS Cl C2 C3 CA CS CS CZ C3 C4 CS CONNECTION TYPE.5fE CONNECTION DETAILS FOR IDENTIFICATION pF 1/4-20 SS MACHINE SCREW 43- 16.0"16,w I6,0"16.0"36.0"16.0"S6A"11.5'16,0"16.0"16,0"114" 7.0" 11.0"16.0" CONNECTION TYPE. (3000psl MIN WNC) 53 16.0•'16,0•'13.5'16.0"164"26.0"14.0" 8.5" 13,5"164"16.0'" 8.5" 5.5" 9:5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE M 62 16.0"164"Io.5"Sb.O"16.0"16.0"11.0" 7.0" 51.0"16.0"16.0" 8,51, 5,5" 9.5" 12.0" ONLY. R ' 70 16.p-is a- 9.0" 14,0"16.0•'16.0" 9.0" 6.0" 10.0"13.Q"16.0" B.5" S.S' 9.S" 12.0" 6. THE CONTRACTOR 1S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED F, Stlq 16.8" 8.5" S. 9.5" 22.0"36.4" B.S" 5.5" 9.S" 12-01,56.0" 8,5" 5.5" 93" L2.D" IN ACCORDANCE WITH MANUFAC URERS'RECOMMENDATIONS.EM6EOMENT C' 2-5/8"MIN EOG@ DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS IS DROP-IN W/1/4-20 SS BOLT AND Cl I C2 I c3 I C4 I CS I CS I C2 I C3 I C4 I CS I CS C2 C3 01 FINISHES.CS 19 o� {({( 1'EMBED(3D)Opsl MIN 43 16.0"16.0"1d,0"16.0"16.0"1fi.0"14.0" 0.0" 12.5"16.0"14,q" 7.S" 5.0" 8,0" 11.5' 7. WHERE EKiS1ING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a R CONC} 53 1.6-01,26.4" 9.y" L4.0"26.0"16.0" 9S" 6.D" 10.0"L6.q"Ii.S' 6.q" 4.0" 7A" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTD ADEppUATE WOOD FRAMING 88 p MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 62 16.0"12.5" L5" 12.0"16.0"14.5' 7.5" 5.0" B.5" 11.5'11,$" 6,D" 4,0" 7,0" 8.0" SIDE CLO6uURE PIECES, rp tq aI tl 7D 16,0"10.0" 6.S' 10.5"16.01,112-01116.Q" 4.0" 7.5" 9.0" SI.5" 6.0'• 4.0" 7.0" 0.0" ¢S2 EC LC 1a0 SL5" 64" 4.0" 4.0" 7.0" 8.0" 11.5" 6,p" 4.0" 7,0" 8.0" B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER 3a/2°MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"K 4"((MIN.)WOODStTUD.MME 1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN&. LAG SCREWS SHALL "� W/1/4-20 SSSOLT AND CS C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 G4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD, 1'EMBED(30)0pst MSN 43 16,0"16.0"15.0"16.0"16.0"16.0"14.5•' 9.0" 13.S"16.0"IS.D" 7.5' 5.0" 9.0" ILO" 4.. MACHINE SCREWS SHALL HAVE MINIMUM OF U2"ENGAGEMENT OF THREADS IN LONG) 53 16,0"16.0"10.5'15.0"16.0"16.0"10.0" 6.5" SO.S'16.0"12. 6,0" 4.6" 7,5" 8.5' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER $k Rrr,� 62 S6A"13.0" 8.0" 32.5'16.0"15.0" 8.0" 9.0"112,011112.01" 6.O" 4.0" 7.S' 85" HEAD(SIDEWALK BOLT),U.O.N. _ 16,0"10.9117.0'111.0-1160-112.W16.5"14.5-15.0" 9.9" 12, 6.0" 44" 7,5' B.5' 100 ILD" 6.0" 4,0" 7.5" 0.W' 12.0" 6.0" 4.0"' 7.5" 8.5" 12. 6,D" 4.0" 7.5" B.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ri d12 SMS W/11 EYEWALL Cl I C2 1C3 C4 CS CS C2 I C3 C4 CS C1 C2 C3 CA CS NUI'OR WASHER WINGNUT. OOPMRKpITRUIELL®1Wt00P8 ARMOR Pt/ EMBED 43 16.0"16,8"11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16,0"Lb.O" 9.0" 4.5" 6.5" 13.5' 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. (2000psl MINCMING ONC) 53 16.0"16.0" 8.5" 11.0-116.0-ICU'1L.5" 5,5" 8.0" 16.0"14,M .0"7.0" 3.5' S.S' 10 15-2339 62 16.0"15.0" 7.0' 9.5" 16.0"164" 9.0" 4.5" 6.5' 14.0"114.0"17.0" 3S" S.5" 10.0" 11 WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALL. ' 1. DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE pPT10N, 70 16.0"12.0" 6.0" 8.0" 16,0"14.5' 7.5" 4.0" 6.0" ID,5'14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK 100 14.0" 7.0" 3.5" S.S' 10.0"14AP 7.0" 3.S" S.S' 10,0"14.0" 7.0" 3.S" S.5' 10.0" t12 SMS W/1.75"EYEWALL 43 16.0"16.0"16.0"16.0.16.0"164"16.0"10.0"14.0"16,0"18.0"11.5•' 6.0" 9.S" 16.0" w ARMOR INSERT W/2.5' 53 16.0.16.0"12.0'16.0"16.0"16.0"15.0" 7.S" 21.0"L6.0"16.0" 9.0" S.O. 8.0" 13.0" 9 EMBED(200W.MIN CONG) 62 164"16.0'• 9.5" 13.5'16.0"16,0"It W1 6.5" 9.5" 16,0"16.0" 9.0" S.0" 0.0" 13.0" /',:,"� 70 16.0"16.0" 8.0" 11.5'16.0"16.0" 9.5" S.5" 8,5" 144"16,0" 9.0" 5.0" 8.0" 13.0" �n) 1'D 16,0" 9.0" 5.0" 5.01, 13.0"16.0" 9.0" 5.011 @,Q" 13.01116,0"19.0" S.0" 0.0" 13.0" •` ' • • �� m- ime 0�EL3➢�Fi���� E� LTMFi�����®MMM®IER EZ IERMET��EIE�Q3��Fi���Q�Ef���[��f ®Q mFi�j muECESi�IF��3]7E- OE ��® • j mMMMMMMMEMEEEM M I�F��i��MMEm�EIlIDEkI[OY 0 . ®mEF�MFI��[�1�®���F�®��IE� Wim® [ ��mmmC7�� ' ±,y mIm MMMMM mmmmmmMQ MEmmjwOREM mmFi�®Q-E.�'�Ymmum��mmmunm¢@�mE6d mmmmmf�E[�mmmmm EQ��m®m M i NEEMM 51Q�fIQS,➢QE�m�E�EP�mmmmFffi��®��Q��®�� mm e- EMBED MEMMMMMEMO .. ..MINCONQ Om0©m©O0©m©OG•7C� m®%///%%////mIEmV///%%////%///%i%///%i 1J4-EMBED ®��%//%i%/////,SKU%////,%//%%////.K %///%%/%!////.�/ %///.Q1�1[�1mmmmm - %%�% %� %/% %//.��%/%��� ��Ld�%///.!%////%/%///%///// %//// �/% 011111%%%/////.%/ /%i��%/// //////%///%i%///%imm//%e%//%///%i //%i%//%i%//%i/////%i%///%i%//%i�///////i�///%%//// /%%////,%///%%//%%////.LSA%//%'///////.%//////.%////Ku%/%%'//%/%%///%%////�j/� %���/ KENMEM%/%/t� %/,,%%%//�E3�%��%/f/%i/%%i%� �t�I[����1���m //l/////.LES `+ s MISMM //%%////�[ /// '/ %% %//%i - IEMu %///%////'/////// �ma /m/oHNNIVNE/I %//%i%///i,'/////%i////%%////i%///%%///%%//%/%////%%////%///%%/////..%/////•'/////%'//////LE31%//////'%//%%////��%////'////%i%/////��%//%i%///%i%%ice > • QL /// %////% - 0�%%/i%////%//////i�9mW//l/////i'///////'%/////, ''///////,.''/////%.'///////.® '//////��m%///%%///%%//%%%//% m%/%// %////�%/ "'//////%//%/•.''////%/.K0%////.%//%/.%////.1////.QV////.%//.%///%/.%%% %////%///%%%/%�/%MV//�/'/////%%/////La%%/%'////%'////////%%// ■ODDD©00m0D®DDO©OmOm©0m00©ODDOD m�E��L•� �f.�E35i�@I➢��%//%/////.F�EC�IQ�]➢��➢Fi�Y@������®®[�� m���� .�� mea/ii//viii/,®Lmi/ilii/iii//a,�� ■mono©m©oo©momm©m©©o©©o©o©m©Qo� oeoeoo a: %//,''////%%'//////� i. //. //. i./� %®E���®��''///////.��� m%/%//:,%///.%////.%//•%///%///i%///i%/%%/ %/ % %////% ' ' m � /� /. %% /�i. i. %% ESI®�1��[�fl'%/// i.�� m �� m%/� % j% %//// //%%/%� %//�/�%/�/%AMM%///%M�U9�/ Em�%///%i%////%%///%im''/////%%/////•'/////%'////%•'//////MMI I a m E amuImcw%////®Emm%%// ®um[a%///%%////.��%/////%///%//%//%ice%//////%//%i%/////%//moi,%///%FQiH�����''///////r%////�@FOE�i�///j///'%////%////. iai�//01/1 ia,�aii�/i/�/ /i/iii/, �i i /�ii� v� mei/ // //�ai�//ice u•. Ii///i 10 ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK EPE00L.6ENNAR°°'P'E' 11111111111 fPE0046599 ��„$��, 1; 2"MIN EDGE DISTANCE 1� �Y`.•• // F:3 LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ���;•'' UC 0'' d Pp�c CONN TYPE CONN TYPE CONN TYPE ANCHOR (� x>-n (Psfl Cl C2 C3 C4 I CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 _* NoPECO4654 ; . 812 SMS W/2'EYEWALL 43 16.0"16.0" 7.5 9.0" 16.0"35,5' 8S' 4.5" '6.5" 15.5" 8.5' 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" 5.0" 11.0" 7.0" 3.5" 3.5' S.0" = * * -too N 9 EMBED ��a p 62 19.0'::' 7.5 4.0 6.D" 14.5" 9.0" 4.5" 9.0" 7.0" 7.0" 3.5" 3.5" 5.0" �} g =m 70 11.5 6.0 3.5 5.5 12.5' 7.5" 3.5" 3.5" 5.5" 7.0" 3.S" 3.S' 5.0" %�� STATE OF ta.'1 8 E ((// ((// 10° 5.0" 7.0" 3.S' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" /i� ORIOf1 irj m ANCHOR SCHEDULE: WOOD (G=0.55) /1111/1 NALIEN•ZW Rin 3/4"MIN EDGE DISTANCE 'n 0Q 4'L I LOAD Spans Up To 6'-0" Spans U°To 8'-3" Spans U°To 12'-0" 1J Ol 19 Go CONN TYPE CONN TYPE CONN TYPE Z x ANCHOR (Ps� Cl C2 C3 C4 CS CS C2 C3 C4 CS CS C2 C3 CA CS uJ pay LU �. 1/4'LAG SCREW WITH 1-3/4' 43 16.0"16.0"11.5"12.5"16.0"16.0"116.0" 7.5" 9.0-1116,0"116.0"114.5" 4.5" 6.0"-16.0" MIN THREAD PENETRATION 53 16.0"16.0" 8.S' 10.0"16.0"16,0"160" 6.0" 7.0"116.0"116.011 11.5" 4.0" 5.0" 16.0" 62 16.0"16.0" 7.0" B.5" 36.0"36,0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0' 5.0" 16.0" OW al ' 70 16_0"16.0" 6.0" 7.5' 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5' 4.0" 5.0" 16.0" to O li 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"116,0 7(16°WOOD BUSHING WITH 43 16.0"16.0" 8.0-110.0"16.0"15.5" 0.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0" e 1.131 MIN EMBED 6.1/4.20 53 16.0"10.5" 5,5" 8.0" 16.0"11.0" 6.0" 3.5" 5.S" 11.0" 7.0" 3.5" 4.0" 5.0" rn n 55 MACHINE SCREW -- 62 19.0" 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.O" o �1..amm 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.S' 7.0" 3.5" 4.0" 5.0" 100 7.0" 3.5" 4.0" S.O" 7.0" 3.S` 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 3 814 SMS OR 814 WOOD 43 16.0"16.0"12.5"14.5"16.0"16.0"16.0" 0.0" 10.0"16.0"16.0"11,5" 5.0" 7.0" 16.0" w Y SCREW WITH 1-3/4'MIN 53 16A"16.0 9.0" 11.5 16.0 16.0"15.0" 6.0 8,0 16.0 16.o" 9.5" 4.0" S.S" 13.0" THREAD PENETRATION Kp 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" F a g 52 ya0alay 70 1601116.0"16.5--18.5"116,0'-116.0'-110.0"14.5"16.0'-114.0"116.0-19s", 4.0" 5.5" 13.0" f E rp m La m n 100 16.01119.51114.011 1-S.5'113.0"116,01119.51114.011 1 5.5"113.01-116019.5". 4.0" 5.5" 13.0" C.E fi 0 m ANCHOR SCHEDULE: WOOD (6=0.42) z 3/4'MIN EDGE DISTANCE ttt�--- 12 7 ANCHOR LOAD ins Up To 61•0" - Spans Up To 81•3" Spans U°To 12'•0" p b CONN TYPE CONN TYPE CONN TYPE x (Psf) Cl I C2 C3 C4 I CS Cl I C2 I C3 1 09 1 C5 Cl I C2 I C3 1 C4 I CS S 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0" 9.0" 10.0"16.01,16.0"116.0"1 5.5" 7.0" 16.0"16.0"'9.S' 3.5" 4.5" 15.0" d' MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" R 62 160"16.0" 5.5" 6.S" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5" 3.0" 4.0" 11.0" TS q 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" 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.S" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" hN 214 SMS OR 814 WOOD 43 16.0"16.0" 8.S" 10.5'16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.S' 3.S" S.0" 1O.S' 8 SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.D' 8.5" 4.0" 5.5" 16.0"10.5' 5.S' 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.S' 2.5" 4.0" 7.5" a >qp• 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0 8.0" 10.5" S.5" 2.S" 4.0" 7.5" 8S WIN 1 100 10.5" 5.5" 2.5"14.0-117.5" 10,5" 5.5 2.5" 4A" 7.5" 30.5" 5.5" 2.5" 4.0" 7.51- ANCHOR .5" a d� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK $��I 4'MIN EDGE DISTANCE LOAD Spans Up To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" fb CONN TYPE CONN TYPE CONN TYPE o ANCHOR x� � (� Cl C2 C3 CA CS Cl C2 C3 CA CS Cl C2 C3 CA 'CS s/16"1TW TAPCON XL W/ P4316,0"16.0"16.0"16.0"160"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"2-1/4'MIN.EMBED 16.0"16.0"16.0"16.0"16.0"16.0"16.0"1fi.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"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"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.S" 12.0"16.0"16.0"12.0" 7.5" 120"16.0"5/16'ELCO ULTRACON W/ 16.0"16.0"10.5"14.0"16.0"16.0"10.5' 6.5" 9.5" 16.0"110" 5.5". 6.5" 9.0" CDPOVffFR ILNMWRWP.E 2.1/4"MIN.EMBED 16.0"13.5' 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5 9.0 6.5" 16.0"10.0" 6.0 9.0 16.0"11.0" 5.5" 6.5" 9.0 9.0" 6.5" 15-2339 15.0" 8.0" S.0" 8.0" ISIS' 9.5" 5.5" 7.0" 9.0 6.5" scAl.ee , 100 9.0" 5.5" 6.S" 9.0" 5.5" 6.S" 9.0" 6.5" PA68 Desrni.�rioni 5 3 2'MIN EDGE DISTANCE C1C2 C3 C4 CS Cl C2 I C3 I C4 I C5 Cl C2 C3 01 CS ' #12 SMS W/2-EYEWALL 43 16,0"16.0" 9.5' 11.5"16.0"16.0"14.0-16.0-18.0--116.0"14.5" 7.5" 3.5" 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" 62 16.0"13.0" S.5' 7.5" 16.0"14.5" 7.5" 3.5" 5.5 12.0"11.5" 6.0-113.0-114.51-18.9- ANCHOR NOTES:SEE SHEET CI1JI1 [UI 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6,5' 3.0" 4.5 9.0" 11.5" 6.0" 3,0" 4.5" 8.5" 9 FOR ANCHOR NOTES. 100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0"13.0,114.5-- 8.5'