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HomeMy WebLinkAboutProject Approval •ir f.x'3''1' - dbSCIS Nome ; Log In t User Registration HotTopi6 j SubmitSurcharge Stats&Facts ' Publications i FBC Staff 1 BCIS Site Map Links ; Sea�d ilb- Product Approval rUSER:Public User u,• �±sas?t!s Product Approval Menu>Product or Application Search>Application List>Applytion Detail I- " r 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 Bennardo frank@engineeringexpress.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.BennardD,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. 'f Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.pdf FL13757 R6 COI Indeo2.odf FL13757 R6 COI Indeo3.odf 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 Eauiv Eauivl.odf FL13757 R6 Eauiv Eouiv2.odf FL13757 R6 Eouiv Eauiv3.1)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# 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 Dwal.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 Evail.Ddf 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.odf 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 Eval2.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 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.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.odf anchorage,etc. Created by Independent Third Party:Yes Back Next contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-182a The State of Florida is an WEED 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 emalls 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,FS.,please click herr. Product Approval Axepts: 0 NO RE CredKard II I 1 i 6.8 STREAMLINE SHUTTER ,,`��LLL�. /rrr7 rK659sYE>I FOR USE WITHIN AND OUTSIDE THE HVHZ ' GENERAL NOTES: i No PE004654 , 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED DN 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- (IRC):THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O'•. STATE OF .. 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 w SIS•.,oRlDn,,._A."DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE N Ccu j41 REQpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7 10 AND CHAPTER 1609 OF THE ri NFLOh1BUILDING CODE SHALL BE LESS THAN OR EOUALTO THE POSITIVE OR NEGATIVE DESIGN hr1,,,,,L1� PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY/AS SHOWN. / g� ?� �Wj�c 4. DESIGNGPRESSURES NOTED HEREIN ARE BASED ONTMAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 z I<m I6p SAFETY FACTOR. n 9 tl S. 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 PLAN VIEW W °u`L w � CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N ss 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd= o G N7 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. �y�y////II//II// 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 in ci SHALL BE USED. Z �^ 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC w N SITE. 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O m w m tl PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALLCOMPLY WITH CHAPTER �L w a 61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. Q 1 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE D F $ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �� m VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM w F' THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 2m 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DoCUMENrs. HURRICANE PROTECTION 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM SEALEOFFICIAL BYMAY RE A LICENSED ENGINEER OR REGISTERED RCHITECT WHICH DETAIS BE PREPARED, L AND JUSTIFY THE TRACK DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS�/H{ER APPROVAL, LOCKING MECHANISM,SEE S 13. EACH A H SHihON ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o S TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION FORT LAUDERDALE FL 1 SHUTTER ELEVATION _��,,,� MISSILE LEVEL D-ASTM E1889 E1996&E330 _ TAS 201 202&26 N.T.S. EXTERIOR ELEV `t�11r'►, R FLORIDA PRODUCE APPROVAL NUMBER1 TABLE 2• 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 K.S.I. 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS d MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"05052 ALUM.ALLOY. NON-HVHZ ESSENTIAL p �p 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES a i BOX LOCK AT CENTER OR SIDE CLOSURE. h 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 18. FLOOR TRACKS MAY BE REMOVABLE AT NDN-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". sPAN 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >G ABOVE 5 G ADE > G A DE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE sI s! 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72'• 2-114" 1-518" 2-318" 1-518' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 99" 3.12" 1-718" 3-518' i-718' E TABLE 1: TABLE 1 NOTES: 120' 4-118" 2' 4-1/4" 2• _ a �gI ypyp 1, DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-716' 2' 5' 2' en� ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE @ F MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: Q! SPAN SCHEDULE 1. HVHZ:DEFINED N D AS ALL LO COUNTY AND R THAN M COUNTY FLORIDA. ILPIWN SIAM[LIBIWWPI AT EACH RESPECTIVE SHUTTER SPAN. 2. NON•HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND BROWARD COUNTY POSITIVE NEGATIVE Z LINEAR INTERPOLATION BETWEEN SHUTTER FCOMUN, 15-2339 i SHUTTER DEBHiN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN ppEgg N PRES113N BETWEEN THOSE INDICATED ABOVE,THE -ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". F�RIMMUM�0 PSF (PSFl SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHALL 7T 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/B'WHEN>30' ABOVEG E. SS" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 9 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 1 120" 53 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Elul I 144" F 43 40_ _ E1996-09. ` ll/^FRAN 16519NNAPDO�jF,.-'�. PROIECTION VARIES `,,p.N1.`.• '•••. _ 2.874' 4.B74"MAX. `��`!'::' L S•'• 0.115' - ' 7- 1F NDP&ODY__:. Y Q H�.3b�� 0.450' 0 0.080' --u 466q .0_ S 0.125" 0.06P ly'- =�1 1.708"-- 0.100" r`i 0.080" 0.063' 1,708` 0.100" -T -0 '; :n 0.195" 2.820- '0.195, yy -__ 0� 096"1 L 0.060" �_ 0.060' r - I 0.062".N 1.908" (O t 0.125' '1' � 0.630 0.630" '-! 1.993"� r � � RIOA Fm 0.062' 0.062' ^ l -1- 0.143' 0 096+1 �N G " 0.630'� � 0.630' I ' C /y��.-c} lI1 .-L 1.069"-t 1----T 0.971' 11.97.1 0.143' -�1-"T- IIIIIIIIJI � ~ ,` 1'070"� ry .•�, 0060' O.OG' 1��1 0.630" '� Z_ V 0.062 I I 0.062" LO,Z00' ` Q f 0.630' 0.06" SV�fl'aa 0.062' fn Q r 1.069"-i J"•" "ZZfflt��a 1.069" `- 1•.•-.,. I 0.200" I 0.062' 0.200" Z n SUPPORT LEG OPTIONAL }-1.069^� 0.062" T1.069'� WM9S 5.745"MAX. �"EE�yr -5.745"MAX. s OWALL BUILD .OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER SILL SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SI7.F. SCALE:HALF S12E SCALE:HALF SIZE SCALE:HALF SIZC �O WHERE SHOWN,SCREW BOSSES B.FELT GROVES ARE OPTIONAL r" ON ALL EXTRUSIONS r" 0.874•F- 2.655" 0.675' 0.510 2.195" }--� ' --2.195" 1.230" S. ' j 1 229" I I 0.060" �MI�I YW�Ii 5R D.lO C 0.7 5 8 I' .7 I -r� -�I 7r: O t I ---2.655' N ;I O7 I i f 'I I. '•:_: !I ' I" ,----.I��1-.0-69�"-.- .-_-•-_-- No-I'-;I . 4.510'P,n•' �,1 rHi I 1I-';r0+-f...'.0-.-.7:2.-3..6.-2,' ymBE5 0105' 4.84" 1.069" 0I05" 0.105' 0.075' 0.994. 4.510' `O.1 _i_ ro � I@ I-V 1, .$10" 0.075't N 1NOTE: QrrD3a�I ua�1I TESTED THICKNESS 0. a �F BARE METAL W/O PAINT IS 0.039' Am 0-0 SILL SCALE.HALF SIZE Og SILL ADAPTER O EXTENDED SILL Ip EXTENDED SILL ADAPTOR �I ADJUSTABLE SILL BOTTOM �3 6.8 STREAMLINE SLAT/BLADE F' 7 SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF S12E SCALE:HALF SIZE g SCALE:HALF SIZE F R 0.477 - 1.570' 0510" 0:143" 0.143"' _ 0.080' 0.590" 0.341'{-1TO6 0 .070" -1_0.24.9- 1.708"!T0.143* 0 245" 1.708 0.143' e!9 0.096" 0.080' 0.117' t 4.753' -{ .qy I� d I 0.090"ry 96" gig g a.slo• I{ � 0.0.- ' 0.094' 0.227 0.682" 0.630• 0.060" •i-� 00•PiGIfBlWIL831WD1�L 0.693"j 15-2339 NOTE:THICKNESS OF BARE 2.922" �-1.625" T-40.420" scolm METAL W/O PAINT IS 0.039" t5 1'� I 6.8 STREAMLINE STACK �g RADIUS CEILING FIEADER/SILL 17 6_8 STARTER Ig WALL SILL CLIP 1Bb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE 99 9>t l ' FRANK OENNAA00 P.E. `1111111111// 1FEM6519 .�:, 1.9so^ 0.125' 0.610" STAINLESS STEEL - -280.1 7 NYLON WASHER OR ` �QC�;••""�I' llu�•, r D.4 0' ALUMINUM T 1$' ASSEMBLY 0.357" - 0.50' :• Alo k* 0.320"0 HOLE o #-�- 0.276• Z-0 : -coo, ';70- o z o S10 x 2-3/4"410 HF S.S. 6S •52 NYLON H O -,w o? INSERTS SCREW W/TC ULTRACOTE T -• (0.591" ::c) ?� 9g t5 0.880 0.05 WHEEL lL��--'lo-91 : 20'o INro COATING Tn T -11% p N IN J- TRACK (TVP TOP a BOTTOM) °p10.062" 1 (Sl STgT '1 x + -- - LIDO• t f-0.240- 11-- :tP "� �o� Vv e: 0.750" NYLON BUSHING W/WASHER: ,L_ ',�/•'- ..IDA wG m I TYP.AT EVERY OTHER 0.870' 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0.154' 0.137' x�i�N,q •••G\l� uN q ---� - 5' •-� INSIDE JOINT AT TOP. 7/16"0 x 1'@ INTERIOR JOINT BOTTOM ///ICI ENIIIII ILww o •_ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR zQ 0W & 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED 77 22 ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (g lam _ SCALE HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE z I- OR KEY/THUMB TURN OPERATED INSIDE. _ Ng 0.250" 23 BRASS PUSH LOCK W U3� SCALE:HALF SIZE c W♦� "�80.155" 1.978" 2.125' O 0.236' '--1.742• 0.286" 1.603" 4.000• 0.267" ry 80.500• 0.500• -1.710" --1.224"- g 0.623' 0.531" r B 0.790" 0.090" 0.319" W 0.531' 0.064" m m 0 H0.281' o �m, {--2.750"�. --� '- --�•I- �rmn 0.09 -� rn oN-1-Y•-'2-6 + r`'• O6Du10.607•2.250"- m� 0250- 4 0.118•I 10. . • 1' L i 0.060" Q m" " ci 2:000" 1.758" 4J I 1•" O27 RAINGLIARD 2g DECORATIVE FLOOR TRACK 3.476" L 0.240 zm< 0.160' 0.222"i Y - SCALE:HALF 512E SCALE.HALF SIZE 1.001 0,062'0,062• 0.062' �0.176' T� 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE:HALF 51ZE SCALE hIALF SIZE SCALE-HALF SIZE c d 5.500'x 13/16'WIDE-- _ }--}0.400• ". °�� m 7/16"0 STAINLESS /� I67' 4.11�R.A o 30 ry -. O.�BCI' 0.438" 0.125' II II 6 3. -0.188" 5/16-18x1 MACHINE SCREW `* ticoa 0.121• L- TYP. 5/16"0STAINLESS STEEL fi Fi °,,j -` 4.500- }0.689" POWDER COATED,ZINC DIE-CASs _ HEAD STYLE VARIES SECTION A T_-LOCK ADAPTER T-SCREW INSERT THUMB SCREW OF MODEL 2022 36 37 38 m°i m -I 40U 40b 401' 1a.12da INDUSTRIAL SYSTEMS (OPTIONAL) SCALE•FULL SIZE SCALE:FULL SIZE F 'S -t_-0.254" 35 BOX LOCK - SCALE:HALF SIZE 0 '40.31 FND STRIP 1" s! sI ! Gaff SCALE=HALF SIZEZ Oo0" 2" & 3" EXT 1 " �T-0.125"SCALE: HALF SIZE D.lzs p 0.050' .693'-T T �� 0.085" c o -0.125' OFRIbORW11LN/M4O0PE o $ 0,093" 15-2339 0.250' 0 0-085• ri IL �j IAOR C[OL7URION� I 7.OD0• - 70 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ^ �� gg 2X7 ANGLE SCALE•HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE v7 7 SCALE,HALF SIZE - - - -- ANY ANCHOR PER ANCHOR EDGE1 DIST. Es SCHEDULE 18"O.C. EXISTING DIST.GLAZING SEE END STRIFC�'"SCHEDULE FOR Taw,: NO E IMI A .ANGLE EMBEp p,) !� SPAN WHEN QW. - A X7 / / OR 6.8 408,406 OR�OC aa EMBED. 17 (INTERIOR) LEG D RECITON II II L_T 4 -(MAX. WITH 21OR2F.y Q p '7.•F �� 17 1C I7 — ••. MIN.0.062ANGLE 1"x"THICK I"MIN.6063-T6 ALUM. -* 30 (ANGLE LEG MAY BE REVERSED) _ 21 �_ EDG - FASTEN ANGLE TO TRACK W/ L I WU . ( 01.5 SAT € DIST. ANY ANCHOR PER ANCHOR 2'M% CREW � �> a 3 0 ATTACH,TOP 8 BOTTOM;W/ Q SCHEDULE�18"O.0 IIJ � 13 13 13 13 1 012 x 1/2'GALVANIZED OR 5.S.SMS, ZA 1/T2"GALVANIZED OR/ Z L mm _ S.S.SMS 3/16.0 ALUM.POP w WWWW ~.I J 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W^ z 1 6.00"(TYP.1_} 30 USE(1)BRASS PUSH LOCK O0. 1 MACHINE BOLT d NUT 018'D.C. ALTERNATE END STRIP DERAIL BOLT 18"O.C. 3 '- (EXTERIOR) 5/16-18 UM8 SCREW INTO THREADED WITH 6.8 S LAR TER AND ANGLE tod INSERT 3 AT]/35PANT02/3 SPA SCALE:3"=V-0"' ANY TRACK W/ C Wµ d1 SCREW BOSSES. I9 O FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE .1 H TYPICAL PLAN VIEW HOLE SHALL 8E 3/8"MAX WIDTH,UP TO p F e A E SCALE 3"=V-0" 1*HEIGHT. ,•8)0(2.7-) 82 08" F 2 USE 111/BRASS16-18 PUSH LOCK 132 75" OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2•BIO(3.7') 82 95" SEE END STRIP SCREW I p THREADE❑ Y a INSC•R7 77 AT1/3 Sor F CENTER MATES SCHEDULE FOR MAX. W{� YYoo TO 2/3 AN FROM �_ SHOWN ON RANDOM SPAN WHEN USING g BOTTOM OF SHUTTER. 30 DETAILS 3•W 4. ) (12 �� 20,40a,40b OR 40c, II-m RECEIVING HOLE SHALL BE 13 0 3 q 3/8"MAX WIDTH.UP TO — X 1/4" OR 6.8 STARTER N 1"HEIGHT. 30 ALT.1'BIO— 0MAX. WITH 21 OR 2S. b E O m O0 0 AO USE APPROPRIATE zo 132 7'" STARTER STRIP TO g 5 B3" y 0 20� PROVIDE CLOSURE r 1131 13 110.083' BJ' JFOR BUILDING CONDI BONS. 23 z1 664 0 FASTEN STARTER STRIP c INSIDE B TO TRACK W/(211110x1" v ( ) SCREWS AT CORNER,TOP nl _ Xo, y 6 i2 ALTERNATE END STRIP DETAIL 8 BOTTOM 67 " ANY TRACK W/SCREW Ia SCALE.3" 1'-0" 13 Qzs 00 1. BOSSES. R f Zna � W I' u FURWEATUI 5PANS DR LOADS 1HAN I SILL W SHOWN IN END STRIP SCHEDULE.ENO ,( i O STRIPS REQUIRE A 1'X1'.090'CUP ANGLE F HIDSPANUSING ARYANDIOR T711E EXISTING GLA EK 55 (gl 0 Z ANCIIOASCIRWIEOLTTOE DSTR �j 0 ( v 13 SGEN OR IH•1000LTT0 END STRIP. 30 Now USE(1)BRASS PUSH LOCK USE 111 BRASS PUSH LOCK a I-m OR 11)5/16-18 THUMB (INSIDE) OR(1)5/16-18 THUMB 3U 13 Nva SCREW IN.�O THREADED d SCREW 1 O THREADED a� INSERT 37 AT 1/3 SPAN SILLS(175( INSERT-SM AT 1/3 SPAN Z¢�j TO 2/3 AN FRON /7 1 O 2/3 SMAN FROM ="A¢ BOTTOM OF SHUTTER 1 BOTTOM OF SHUTTER / (OUTSIDE) RECEIVING HOLE SHALL BE gg p� 3/8"MAX WIDTH,UP 5 30 T 23 p 1"HEIGHT. TY _ CCt PICAL•OUTSIDE CORNER CLOSURE • —_ O DETAILS WO/CORNER POST ----- NTS .13 CO WPOe01RRYlYL6MVWPE 13 31 215 ,3 z3 (OUTSIDE) 15-2339 SILL USE 111TBOX LOCK AT 1/3 SPAN O 2/3 SPAN FROM PAIN ONOWnWR BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE xbW 99 CC2 DETAILS WO/CORNER POST 'g MULTIPLE SHUTTER ASSEMBLY /1 C NTS YSCALE.3'=1'-0" /i11 i Ema Imo-'f7- r! r / .. - MARK L OMAR00P.E Cl CONNECTION TYPE REFERENCE ANCHOR EXISTING HOST SCIIEDULE FOR MAX. STRUCTURE ACING CP CONNECTION TYPE MAX' 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1)2" WJNUT La 12"O C OR ` % •p SCHEDULE FOR MAX. ® :114 SMS(al 6"0 C TF _ SPACING 1/2" ITYP.TOP 8 BOTTOM) -_ 1D N •:7k O aaa ALUM. TUBE 1 7B0. p~°I 2 FASTENERS 8063-76 ALLOY I ul~il [5) (6�OR EACH ANGLE- SEE TAR A FOR SIZE. OR wo OR Tub Z JAT ` —_ 1" ALTERNATE 71 AU BOLT o O I/ Cl CONNECTION TYPE a OR 2"x 2"x 1/B" ( MIN GLASS 0:tt w rrppp qW 5/1' ALUM.ANGLE ° L.,..___ .____ REFERENCE ANCHOR SEPARATION 13 13 I I Y SEH FDULE FOR MAX Jx� 9Ri U I(( PER TABLE 2 . II .�.� ��i I SPACING >az BryW� THREE 3/16"0 ALUM. ° ,•'I i III x C m W� (yJ x POP RIVETS OR 17 —!�A I GLAS OR DOOR�I '1,m II THREE 812 SMS,TYP, u �'d �r 3116"m ALUM.POP 6 H 0: N OR 012 TABLE A tEC3) 17 p 18RIVET 0 CC.(T YP I S \ I.I _____ -__! � A�TfkNq)f �S OR OR �Z= w Q u1 O PRESSURE VS ALLOWABLE LENGTH MAY USE MALE OR o {"n YNO WO+QX1�//a• 39ti'k FEMALE LOCH-SLAT w w I n PSF N-010 13 ALTERNATE THP.0 BOLT 1/4"MAX FROM PIN. 62 130' 1B8' C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING s 21 12+" 17V CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER(TYP.) W d SCHEDULE FOR MAX SCHEDULE FOR MAX 19 62 119' 172' NTS �1$ SPACING 92 1l+" 165' __I'i/ 14.3/1"SMS(ul 9"O C t- ANGLE TO TUBE CONNECTION m 1@ 110' - 2"x 2"x.125" .O,sS 120 104" 14rf TABLEBcca) EXISTING HOST EMBED 6063-T6 ALUM TUBE d z r STRUCTURE 150 97' 131 PRE55VRE yS pILpWggLE LQ7GI115 CONNECTION TYPE 11//gg Jg"" EDGE DISTANCE REFERENCE ANCHOR PSF YRH WD 3WI�TH TWO SCHEOL/LE FOR MAX r4 SPACING O 62 113^ 166' E FASTENER P 18"O C. ALTERNATE BUILD OUT MOUNT SECTION 72 107' 1ST (USE ANY ANCHOR SHOWN Cb SCALE 3"=1'-0" 2 82 101 L+T 114 ANCHOR SCHEDULE) sg 92 95' 139' 102 - 90" 13Y - uo Br 12F 150W ry 7+• 109" 2"x2"x - I" 4" 090"6063-T6 FTN GLASS 3/16 RIVET OR 4412 SMS 2 C51 18"O.C. OR,1/L-24 17 ALUM TUBE TYP PER TABLE - M L D N NUI&BOLT(TYP.). 3/16"0 ALUM.PUP daa GLASS 2 X �Z a � RIVET OR it 12 SMS zap OR DOOR a o2H fff�tly1 a 6063`16 ALLOY BE L®is"_O.C.ITYP.1 Ela £ SIA ����� �i € SEE TAB) B FOR SIZE. 2"x 5"x UOU a 1 $pl 2 FASTENERS x CONiIN0005 EACH ANGLE ALUMINUM ANGLE !Y!Y!Y@ t•.2"x 093"6063-T6 THREE 3/16'•0 ALUM OPTIONAL ANGLE INSIDE 3 B pI ALUM.ANGLE,TYP TOP RIVETS OR 17 ORIENTATION TYP. - 17 0 5 6 t} �q6 17 THREE"12 SMS,TYP m ET ❑. �� , w" 0 0 1"x 2"x 4 CONNECTION TYPE , OR 2"x 2"1/B"x 1/8" D I REFERENCE ANCHOR 13 ALUM.ANGLE `- ' SC HI EOULE FUR MAX —USE MALE OR FEMALE 00PMWIHV=LKWWI00FE CONCRETE, LOCK-SLAM —EXISTING 15-2339 U3 13 BLOCK OR WOOD FRAMING p (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAIM III 4412 x 112"GALVANIZED SCALE:3 I'-0" CC4 TYPICAL CORNER CLOSURE DETAILS DR s s SMS,3/16"m ALUM SIDE CLOSURE OPTIONS POP RIVET,OR I/4-20— NTS MACHINE BOLT 8 NUT SCALE:3"=1'-O" ti Ca 1e"cc FPAflK P.F. C5 CONNEC71ON TYPE *L01411010 REFERENCE ANCHOR EXISTINGp � SCHEDULE FOR MAX STRUCTURE C,0 tz SPACING GLASS _" GLASS w Cl CONNECTION TYPE S"MAY.. '�Stt_20 MACHINE SOLYOR DOOR OR DOOR -- W W r REFERENCE ANCHOR / W/NUT 12"O.0 Oi'J r. > SCHEDULE FOR MAX. IB #14 SMSA 4' I w¢ MN 13 o SPACING 1/2" (7YP TOP 8 BOTT6M1 L* MIN - MN t3 V1wRw GLASS =_^_.1 L* Ln 1/4"-20 THRU BOLT W/ CLASS X M w m EPARATIDN _to A /2" j�'; LOCK NUT Tpl 12"0 C OR EPARATI L 3 w¢ 014 x 1/2"SMS nP 12"0 C PER X w 2I- W 1,; k ~�p•'. 7 pj 12 al 1/2"Sh15 @ 12"O.0 E.S. PER �r r OR 3/16-0 ALUM POP 7AeLf 2 ¢u a o w MR 6 OR T •M OR 3/16"O ALUM.POP TABLE 2 r RIVETS Clu 6"O.0 ORI/4-0 L a w o gb--7 C < 1} RIVETS @ 6"O.0 E.S. MI . 'm ALUM POP RIVETS @ 12-O C. ¢ � i/jss� R 1ft"O ALUM.POP RIVETS M 11 AND 3D /11f U 12"OX C.S. —_—� - MN GLASS 11 �° ASSEMBLY 1/4"MAX FRdM PIN utf4"MAX.FROM PIN SEPARATION 488 tizAND10GUIDE UBUSHt G 1/2"TVP. UID 0 US NG PER TABLE2 �vi�e"' ?Y $� zWASHER ITYPI = Z JtfU:19ASSEMBLYWASHER(TYP.) w WW1-11 "TYP EXISTING CONCRETE, m GLASS Ir zva:ci - 'BLOCK OR WOOD FRAMING w 3 CONNECTION TYPE OR p00R� 01 8 m EDGE REFERENCE ANCHOR :('� —C4 CONNECTION TYPE _GIST. g a t SCHEDULE FOR MAX a Da Ir/ EDGE REFERENCE ANCHOR SPACING �m �w / DIST. SCHEDULE FOR OWNMAX, _... a / SPACING AS SHOWN -C3 CONNECTION TYPE IN DIAGRAM ON PG.9 u REFERENCE ANCHOR EXISTING CtlNCRETE. m o gOt]6 6R ..` SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING U / SPACING.ALT,FASTENER J2» t/4-MAX.FROM Pitt LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING 1/4"NAX FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR 1/.., WASHER(TYP,) �� yp WITH THIS LOCATION SCHEDULE FOR MAX l 19 WIG PIH GUIDE TO /'� SCALE.3"=1'-0" SPACING 5 CONNEC11gN TYPE K GUSHING WASHER A INSIDE MOUNT SECTION REFERENCE ANCHOR t I (T YP.1 SCALE:3--T-0" SCHEDULE FOR MAX " �g p j EXISTING CONCRETE, SPACING 5 g'y o n BLOCK OR WOOD FRAMI EMBED. .z aali �----� Cq BUILD OUT MOUNT SECTION l000ggg5��} TVP. Bp71OM EXISTING CONCRETE, SCALE.3-�1'-0•• `m £ -�}. BLOCK.OR WOOD FRAMING E o NOTE:FOR DETAILS A.B,D,AND E ON THIS SHEET, J EDGE 0157, EXISTING THE BASE TRACK MAY BE INSTALLED IN SECTIONS 4 CONNECTION TYPE EMBED STRUCTURE � fy WITH i/4"GAPS.PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR 5 CONNECTION TYPE X A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. m FD E REFERENCE ANCHOR F3 MINIMUM OF 12'•LONG.THE SILLSPACING OR CEILING TRACK w .S 6 SCHEDULE FOR MAX a OVER THEITH THE BASE TRACK GAPS BETWEEN SEC UST 1 E CONTINUOUS 3 1S S(P�;A),C,,ING d w CI GLASS r W W Q OR DOOR MIN w N12 x 7/2'SMS(i0 12" EPARAS13 IO = o x •• w I,. W ¢ 1 O.C.OR 3/16-0 ALUM, PER z u m 1..m?7 3 9®®® ~w=Ww POP RIVETS(d 6"OC TABLE X OzM¢- GLASSOR 13 ONXo NWw p¢q q q ' !- N OR t/4"0 ALUM POP Q K¢ DOOR MN.GLAS Z Z u 6 Q SI 6 6 *PARA =2 xui; RIVETS Cal 12-OC. )- 04 P n wrow N r z u m N PER TABLE 2 ¢ 10�Ma u XW¢zr Sdd Sl xzOzti ^' q�0a ESS K 1/4-20 jS` ¢J a GT AND S ,U d 0 1/4"M X FROM PIN u l SCREW yASSEMBLY 1/2" E Tq BUSHING2"OC. HER(TYP.) w"MAX.FROM PIM m O 1/4"MAX FROM PINI E I U BUS MING 4 CONNECTION TYPESHER(TYPI EOG£ REFERENCE ANCHOR WASHER(TYP,)ISTING CONCRETE, DIST, SCHEDULE FDR MAX OCK OR WOOD EXISTING CONCRETE, SPACING AS SI10WN 2 CONNECTION TYPE AMING GLOCK IS WOOD FRAMING' REFE NNECTAONCHORTYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 OR SCHEDULE FOR MAX.SCHEDULE FOR MAX erul!I x 3"x t/ CONNECITON TYPE #12 x 1/2"SMS(�2 72" SPACING - 063"T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING ALT.FASTENER IAo�ol�t!►tEOR! NG CONCRETE, AY BE REVERSED ' SCHEDULE FOR MAX POP RIVETS(ol 6"O.C. LOCATION FRONT AND BLOCK OR WOOD FRAM114G 5 SHOWN DASHED} SPACING OR 1/4"0 ALUM POP WITH THIS LOBACK C ATIONS NOT REO U � RIVETS LO 12"OC. l WALL MOUNT SECTION ( CEILING / INSIDE MOUNT SECTION DIAL!/BUILD OUT 9i �-' SCALE:3"=1'-0" t✓ SCALE=3"-t'-0" SECTION O t% r/ ,,FFpIy(�INKL eENNMDOP.E MN GLASS ILII Mf�O/§;19 ;i a1 GLASS SEPARATION z OR DOOR PER TABLE 7 130 0 \` i,Q`. •1 Eyy t C W —GLASS OR 0 wu DOOR ��• NO •'•� 09.66 -, i w a G1A55 OR PxN GLASS W d DDDR SEPARATION ,)9N X In In rt W PER TABLE 2 q=M MN GLASSW STA SEPARATION R m J R e w PER TABLE 2 F W 14 j E I ,4 a �_ I- D _ art o x YI^ 13 Q wavUi 13 X zoN �Q a�am®y /2.. O Z C1 CONNECTION TYPE a Yj�� - i 1 1/4"MAX FROM PIN GUIDE 28 a a REFERENCE ANCHOR T_ J Q W W pii9 W 6611 ry - SCHEDULE FOR MAX. -- �;��t lU BUSHING WASHER ITYP) D' a N u I �]1rl TWO 1/4"O WOOD 250" SPACING NW C. 0 C MAXWS WIT 2! REFERENCE(ANCHOR / 1�ON TYPE250 ID O THREADED PENETRATION p SCHEDULE FOR MAX N i 18 IB INTO CENTER OF 2X STUDS /m / SPACING EMB "T' 14 SMS @ MIUSPAN BETWEEN /"' DIS �w STUOS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE R 11 t�o1 PLYWOOD 78E CONNECTION r STUCCO FINISH 1"' 4"x.125" 6063-T6 ALUM,TUBE U2 rON DECORAIIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL W= THIS DETAIL TO BE USED WHEN STUD SPACING v SCALE:3"=1'-0" SCALE:3"=1'-0.. K� EXCEEOS THE MAX ALLOWABLE ANCHOR SPACING. F v C3 O WALL MOUNT SECTION THIS DETAIL MAY C (' ALSO BE USED a� SCALE+3 T-0" AT TOP - •� 7 m g O ACCORDION SHUTTER cc W w a PER PRODUCT APPROVAL F i —GLASS r o MN GLASS OR DOOR iD SEPARATION 13 in Izll II PER TABLE I EXISTING WOOD(G=0.421 a APPLICABLE AT TOP X Z TRUSS OR RAFTER p AND OR BOTTOM a a a a L0 24MAX.- O.C. 2"OR 3" E N E DI EXISTING FINI511 A MATERIAL $ 2"MIN.- 1/4"MAX FROM PIP)GUIDE 2"x 5"x 1/8"6063-T6 I I ,3 u ALUM.ANGLE W/THREE II S 6 TO BU5111P1G WASHER IT YP 1 H DI q s 2"%3'KSb"%1�CONi1N00050R -} — 2.175' 1G 1/4"TILE(TYP.1 1/4"O WOOD LAG I' i' I' w 4 2'x 2"K4oc1unNU0u5 I — FINISH MATERIAL SCREWS WITH 2-3/4" II gs �fW 6061-76 ALUMINUM ANGLE 3/4"PLYWOOD MINIMUM THREADED 9'MIN.THICK 6061-Tr.ALUM TRACK X —1/4"0-25 GRADE THRU BOLT 7^O,C FEIJE7R.-T"IN WOOIL D[0 S G Col EACH RAFTER OF TRUSS. ft 5i Y! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5116-0 A325 GRADE THRU BOLT LA 12"D C 24"O.C.11AX WHERE -. MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.5 ANGLE EXTENDS BEYOND qq EXISTING 3 KSI CONCRETE '-• w 8 $$ AND 9'O.C.FOR THE BALANCE LAST TRUSS MORE THAW HOST STRUCTURE WITH E D 1/4"�ELCO ULTRACON TO CONCRETE/CMU EXISTING CONCRETE HOST 5"O.0 W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TD G %-0 ELCO ULTRACONS AT NEXT TRUSS. ••FpFp 3"FROM ENDS AND 4"O.C, 2-1/Z"MIN. --I STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LM 9"U.C.W/1-7/8" I •a• FOR BALANCE WITH 13'4" - MIN.EMB. IN WOOD SG=0.42 TO 0.55 r N ww H 33SS MIN EMBEDMENT AND 23¢" MAX,DESIGNLOADAT 0"MAX SPAN: EXISTING COIJCREIE, 1� _� WIN N MIN EDGE DISTANCE, t 62 P.S.F. / IA z o N a OW/N9lfteeflLBIWWPE HULLO W BLOCK UR X= 2: STAGGERED WITH 3'MIN. NIA)( DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE 2"x S"x 1/8"CONT q a 15-2339 SPACLNG'TYP: #52 P.S.F. ANCHOR SCHED. ALUM ANGLE 16063-T6) EASED ON TYPE OF H0 BUILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD s 72 P S F) a EnGeoesRfmalU SCALE.NTS Hb PASS THRU DETAIL TRUSS MOUNT SECTION SCALE 13"m 1'-0" O SCALE•3"=1'-0" EXISTING HOST ALT.LEG DIRECTION F'LIId1rxNABna7 P.E. STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN I�//j�F"•'}� 12"MIN FROM EDGE OF ACCORDION •ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM �Qw EDGE OF SHUTTER, SHUTTER BLADES ASSEMOLY. l/2" SPACINGr AND 3'MINIMUM EDGE DISTANCE- I' � (2)6063-T6 ALUMINUM : � �- TOP OR BOTTOM ePP'Y12• PER FAN R E M END,SIZE =.*; O 6549 EMBED. I - ' SPAN TUBE PER DESIGN SCHEDULE -� EDGE OF ACCORDION z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT 0 p,O'•, E F15!SHUTTER BLADES d - 12"O,C OR Ik14 x 3/4'BMS 6"O.C, i 3.5" 1/2'MAX TYPICAL II- 563'MIN -1_ 3 16 to 7°EDGE Zx2.875"0 HOLE(TD RECEIVE DISTANCE MIN.GLA55 13ROUND WINDOW ASSEMBLY) EXISTING SEPARATIONp a 6MAXIMUM OF 3 WINDOWS GLASS OR PER EVERY OTHER BLADE DOOR s f s V� pm 1 LIG WINDOW DISTANCE 1/2'MAX ul9 3'MIN 00 8 N.T.S. EXTERIOR ELEV =p Nm 5 6 [7 3 16 1/4'•11Ax.FROM PIN GUIDE G O O6j TO BUSHING WASHER Cf VP 1 o a ` ACCESS X1/4-20 MACHINE BOLT W/NUT 0 1/2' 12'O.0 OR!14x3/4-SMS W O.C. 2.875'0 HOLE TO -3- I( HOLE SPAN TUBE PER t! RECEIVE ROUND EMBED. DESIGN SCHEDULE I WINDOW ASSEMBLY _ C 1/2' (2)6063-T6 ALUMINUM T- d -(T1AX. ANGLES PER BEAM END,SIZE 6 EXISTING 1 PER SPAN TUBE SCHEDULE ,b g req d HOST 1/4'0 THE BOLTS SEE BEAM zm<a STRU HOST SCHEDULE FOR REQUIRED NUMBERS TURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN EPP77BED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM FF 0.125' SPACING,AND 3'MINIMUM EDGE DI9TA1fCE C p 0.125" }}}--- 0.032' 0.032• { MAX.DESIGN LOAD=t 72 PSF -• I3 SPAN TUBE SECTION N.T.S. VERT SECTION W p qS• / � SPAN TUBE SCHEDULE M / ALLOWABLE TUBE NUMBER OF NUMBER OF MMIMUM ANGUE TUBE SHUTTER SPAN THRUAOLT9 AHCHOR9 PER LENGTH a ROUND SIZE SPAN ANGLE-&A' A -._OP ?q + I Y WINDOW f TOP BOTTOM TOP BOT10M TOP dTIGOffOfA 5 S ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE d �l ^ 2'x611 60" 123.8" 1352 2 2 2 3 98' 101.7' 108.8' 2 2 3 3 T T mg, B{. 2 2 3 3 T T / / \ 2181 Go,80' 139.1.1' 167.1.0- -2 _ 2 2-_ =3 4' '_T i�d�� B �i 0 114.8" 124.5- 2 2 3 3 1 T r 0.126' 7233' 102.8' 109.5- Z 2 4 4 10"0- t0' g pepI / 85 imm 198.1• 2 2 3 3 7- 1_7' 96- 122T 1S9.T 2 2 3 4 7' 10" 03.250.188' 0.129' Sg (02.875' 0 ' 123' 115.4' 137.6' 2 3 4 9 10' 13- QQQ A BO" 168.1" 240.0' 2 2 3 4 / 01875 uw 14D.Ir 229.9' Z _3 _ - e__J 10• 18" - T.. ' 29 LIGHT-N-VIEW WINDOW �� /� '�' �°''' B " mPBQBBYMLIBM40PE N.T.S. 'SABIC PLASTICS SLX143IT-UL-94H6 - SPAN TUBE SCHEDULE NOTES:"ANGLER F-0R 2'x5"&2"x6•BEAMs. 15-2339 2. USE 2'xS'xl/4"ANGLES FOR 2'x8"&2•x10•BEAMS. - 3, USE BEAM SCHEDULE FOR DETAIL 3/0. tE4S171-Lffim 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 WINDOWBELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. IAP BEA MSD ABELOW E NOT ALLOWED. 0 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. L r/. ANCHOR SCHEDULE. CONCRETE 7 PANKLOUNARD4 P E 2.5*MIN EDGE DISTANCE _ Spans UO Tp 6'-p" Spans Up To B''-3" Spans llp To 12'•0" `'•� " .. �A LOAD CORN TYPE CONN TYPE CONN TYPE `•' _ = ANCHOR (Pstl Cl C2 C3 Cq CS CL C2 C3 C4 I CS Cl C2 C3.I C4 C5 !t„•' •.Q ~ 1/4'tIWTAPCONORELCO 93 IC,O"16.0"15.0"i&0"28.0 18.0 10,0" 9.0" 13,0"16.0"16.0" 9.5" 5S" OS" 14,5" NoP1:6pq TF ULTRACON WITH 1.3/4• 53 16.0'16.0"10.5"14.5'11POK 12,0" 7.0" 20.5"16.0"15.0" 7.5" 4.5" 7.S' EMBED(3192ps1 MIN CONIC) 62 16A'18.0"8.5" 12.5"26.0"16,0" 4.S' S.5" B.5" 15.0"15.0" 7.5" 4.5" T.5"10:5" - * •LTJj N 70 16.0"13.0" 7,0" 11.0"18.0"15.5^ s.a' S,8" 7,5' 31.5"15A" 1,6" 4.S' 7.5" 10.5" 7 x 8 COMBiNATtdtg.�d ON L _100 19.0" 7.5" 9.S" ),5" IO.S"SS.p' 7.S' 4S" 7.5" 10.5"15.0" 7,5" 4.5" 7.5" 20.5" 2 x S TYP. IO COM@INA 710J; .� IC1/4`-MRLENIUM MILIPAST 43 18.0"16.0"15.0"16.0"16.0"36.0"16.0'• 9,0"13.5"16.0"16.0" 8b" 5.5" 9.0" 13,5" � <OR0WITH 1.3/4'EMBED(3ZTSpsI 53 18.0 16.0'"11.0"15,0"16.p"16.0"11.0" 7,6" 10.5"16.0"13.5' ).0" i.5" 7.5" 9.5"MIN COHCREtE) 62 26.0"15.0"8S` 23.0"26.0"26.0• 8S" S.5" 9.0" 135`13.5" 7,0" 4.5" 7.5' 9•,5" o i,T/jS1 P 70 18.0"12.0" 7A" 11.0"16.0"14,0" 7.0" 4.5" O.0" iO.S"13.5" 7.0" 4,5" 7.5" 9.6" �G __ _ 100 13.9"7,0" 4.5' 7.S' 9.5" 13.5" T.O" 4.S" 7.5" 9.5"139' 70' 4,5" 7.5" 9.S" W owl ELCO CRETEFLEX SS4 43 16.0"116.0"18.0"16.0"16.p"16.0"16.0'•13.5'16.0"16.0"18.0"12.5' 8.0" 13.0"116.0 7 x 5 1T YP.1 2 x S TYP) V ii Ri$ WIT f348E0(33521psi MIN 53 18.0"36.0"16.0"7¢.0"16,b"16.0"16.0"20.p"15.5'16.0"116.0"110.W 6.5" SI.O"14.0" 4411 3 w l ' CONC} -62 16.0"16.0"1X.5"t6,0"16.0"16.p"12.5" 8.0" 13,0"160^16.0"10.0" 6�5" 13,0"14.0_" ��jj )} 11TnTxa 70 16.0"16,0"10.5"16.0"16.0"16.0"10.555' 7.0" I1.5']S.0"16.0"100" 6.5" 11.0"14.0" t/� M 5 d S SOD 16.0" 11.0" yl117)/j(IlW{jpij/$j �w t0 _ __ I"MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDULE SPACING �D �n C1 t3 C3 C4 CS CS CZ C3 C4 C5 Cl C2 C3 C4 CS 114"ITW TAPCON OR ELCO 43 16.0"16.0•' 7.5" B.9' 26.0"16.Cr 16A" 5.0'• 5.5"116.011,16.0"19.0" 3.p^ 4.D^ 14.U" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: IT ULTRACON WITH 1-314" 53 16A"16.0" 5,5" 6.9" 26.0"16.0"]2A" 4.5-116.0-14.5" 7.5" 10,0" -CZ CONNECTION TYPE USING PIECE ® WITH OUTSIDE [y EMBED(31920x1 MIH CONIC) 62 16.0"IS.5" 4.5" 5.5' 16.0"IB.D" 9.0" 4,0•' 14.5'1A.5" 7�5' 10.0" AN{HURS ONLY F1i - CG CONNECTION TYPE USING PIECE (9)WITH - I2S"4,0" S.ff••160.0"35.0" 7.5" 22.0"24.5" 7.5" 100" OUTSIDE ANCHORS ONLY _ _ _ 1W 14.5" 7.S' 10.0"14.5 7.5 30.0"14.5" 7.5' ]0.0" 1/4`M111ENNM MALfAST 43 16.0"16A'•1].0"13.5"16.0"L5.0"33.0 6.Sy' 9.5" 16.0"13.0" 7.0" 4.0" 6,5" WITH L-3/4•EMBED(327SPS1 53 16A"Ib.O" 8.6" 32.0"16.p"16,0" 9.C" 5.0" 7.S" 16,0"10.5'_S.5" 5.5" 7.5" ANCHOR NOTES: y MIN CONCRETE) 62 16.0"11.51, 9.9' 16.0"13.5' 7.0" 40" 85" 11,0"10.9' S.5" S.5" 70 l5,0" 9,5" 5S" 8.0" 16.0"11.5" 5.5' S.5" 8.5" l0,5" S.5" 5.5` 7.5^ 1. SPANS AND LOADS SHOWN H6R ARE FOR QETERMINIHG ANCHOR SPACING _ P•D-� � 1W 10.5" 5.5" S.S' 7.S" 10.5" 5.5' S.9" 7,5" 10.5" 5,5" 5.5" 7.5" ONLY.AND STORM SMATTER SPANS FOR SPECIFIC LOADS MUST BE - E ES LIMITED TO 71105E SHOWN IN T0.0LE 1(Pg 1). s 114-ALL-POINTS SOLID-SET _ i-1/d•MIN EDGE DISTANCE ip °u ANCHOR W/7/8•EMBED& C3 C2 C3 C4- CS C3 C2 C3 C4 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, £m< 1/420 SS MACHINE SCREW 43 16,0"ifi__1.5' 10.5"1E.W.16,D"I2.0" S.S" 7�5" i¢.0'•12 5' 6.5` 3.0" S.0" ]0.0" ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR r c ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000ps1 MIN CONC) 53 16T0"15.0" 6.5 B.9' 16.0"16.p" 9.5" 4,0" 6.0" 3SV5"300" S.0" 4.0" 7.0" TTHHAAN OR EQUAL TO SHUTTER SPAN. 62 i&0'I 1L.O" 5.0" 7.0" 16,0"12.5" 6.5' 3.5" 5.0" 10,0"IO.O"S.0" 4.0" 7,0" E4p� 70 26.0" 9.0"14.5"160'1160'10.5" 5.5" 3.0" 4.0" B,p'• 20.0"9.0" 4.0" 7.D" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ,q i• SW 10.0" 5.0" 4,O" LD" 10.0" 5,0" 4.0^ T.0" 1D.0" 9.0" 4,0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTH C-90 HOLLOW CONCRETE EE o S 1/4•ALL-POINTS SOLID-SET 3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR W/7/1•EMBED Q Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 -CA CS ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF i/4-2055 MACHINE SCREW 43 16.0' 16.0"16. 16.0"26.D"26.0"16.0"I2.S"i6y0"36,0"ib:0"33_0" T.9' 11.0"36.0" CONNECTION TYPE, re �+ (3000psl MIN CONC) 53 16.0"16.0"13 s 16.0"16.0"16.0"14.0"B.5. 13.5'116",16.0" B.5^ H.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �p�`,'i�„�►, y'� 62 16.0"16.0"10.91 16.0"16.0"25.0"13A" 7.0" 2i.0'•26.0"16,0" 8.5" 5.S" 9.5" 12.0" ONLY. 6 •� 70 16.0"15.0" 9.0" 14.0' 16.p"16.0" 9.p" 6.D" 10.0"13.0"1¢.0" 8.5" S.5" 9.5" ]2�0" 6 100 16.0" B.5" SS" A5" iZ.O"16.0" 8.5" S.5" 9.5' 12,0"18.0" B.5" 5.5' 9,9" 12.0" 4• THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED 4` 2-5/8'MIN EDGE DISTANCE IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS,EMBEDMEMT a 1/4'POWERS 5S DROP-IN _ LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER $g W/1/4.20$9 BOLT AND Cl C2 C3 CA CS Cl C2 C3 C4 CS Cl. C2 C3 C4 C5 FINISHES. 2"EMBED(3000psi MIN _43 16.0"i6A"14.0"16.0"16.0' 16.0"34.p'• 8.0' 12.5'16.0"14.0" T.S" _5,0" 8.0" 225' 7, WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONIC) •63 16.0"16.0" VARY,FS NOT RP FY THAT FASTENERS R INTO O�p ISUA E WPIOROLEg MI FOR -•.y� 62 16.0"32.5" 7.5. 12.0"16.0"24.5" 7.5" S.p" 8.5" IS.S"i1.5' 6A"4.0" 7A"H.0" SIDE CLOSURE PIECES. p 70 14.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9Aff 11,5" 6.0" 4.0" 7.0" 0.0" 35 7.0" B.O" 31.5" b,0' 4.0" 7.p" 8.0"12.5' 6.p" 4,Q" 79" 8A" @. WHERE LAG SCREWS FASTEN TO NARROW FACE OF D FRAMING,FASTENER 0 R 0¢ SHALL BE LOCATED IN CEMER OF NOMW L 2"x 4" MIN. WOOD STUD.3 4• 1/4•POWERS SS DROP-IN -/2 IN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOtiD FRAMiN �G SCREWS SHALL 11 S� g a W/lj4.20 SS BOLT AHD Cl Q C9 C4 C5 Cl CX © C4 CS CI C2 C3 C4 CS HAVE PHIIiIPS PRN MFAA OR HEX HEAD. A 1"EMBED(30DOOsl MIN 43 1b.0"16.0"15.0"16.0"1il 6.0"16.0"14.5" 9.0" 133.V 16.0"15,0" 7 5" 5.0'_9,0" 1Z,0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMEryN7T'OF THREADS IN e A CONIC) 53 160"9_6_.0"209'15_0"16.0"16.0"10.0" 6.5" 10.5"16.0"12.0° 6.tl" 4.0" 7,5" 8.5" BASE ANCHOR AND MAY NAVE EITHER A PAN HEAD,TRUSS NF1iD,OR WAFER p 62 16.0"13.0" B.0" 12.5"16.0" I2.0" 6.0" 4.0" 7.5" 8.5' HEAD(SIDEWALK BOLT),U.O.N. It :"w 70 26.0"16,5" 7.0" 11.0"16, 0' 12.5' 5.5" 4.5 8,D" 9.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SOU 12.0"6.0"-4.0" 7.5" 8.5" 12.0" 6.6` 4.0' 7.S" B.5" 2X.0" 8.0" 4.0" T.5" 8.5" _ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, I �i ii Q R12 SMS W/2'EYEWAII. C1 C2 tl LC4 CS Cl CZ C3 C4 --I-i C2 G3 C4 C5 NUT OR WASHER WINGNUT, ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14_0"16.0"16.0"16.p" 7.5" 10.0"I6.p"16.0" 9.0" 4.S" 6.S" 13.5' LSP0�1itiW12LIbAY6pPE (2OWps1 MIN CONIC) 53 i6.9'26.9' 8.S" 11.0"36A"16.Q"_"", S5" &0" 2bA"24.6" 7.0" 3,5' S.5" 10.0" !L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. �.5_233g ___� 62 26.0"35.0" 7,0" 9.S' 16.0"16.0' 9.0" 4,5" b-:1- 14.0"34.0" 7.0-13.5" 5.5" 10.0" 1Z. WHEN ANCHORING TO HOLLOW BLOCK SDS DI U S SHOULD NOT BE USED TO e0atia - 70 16.p"1Lo" b_0" B.D" 16.0"149" 7.5" 4A" 6.0" 16.5"34.0" 7.0" 3,S' A5" 20.0" DRILL INTO HOLLOW BLOCK NOR SHO(1LD IMPACT DRILLS BE USED TO INSTALL iue CONCRETE SCREWS TO NOLLGIN BLOCK P Q' ___ 7.0" 3.5" 5.5"10.0"14.0" 7.0" 3,S" 5,5' 30.0"14,0" 7.0•' 3.5" 5.5" 10.0" 1122 SMS W/2.75'EYEWALL 43_26.0"16A"16_0"76.0'10.0 16.0"1B.D"10.0"24,0'''16.0'16.0"11.5"6.0"9.5" 16,0" ___._______.____...,_.,. ARMOR INSERT Wj 2.5' 53 16.0"16.0"iZ.O"18.0"L6.0"16,0"15,0"' 7.5" ]1.0"16.0"16A"9.0" 5.0" 0.0" 13.9' 62 -------- -- -- - - 9i EMBED 200D MW CONIC 62 16.0"16.0" 9.5" 13.5"16.0"16.0"11.5" 6.5" 9.5" ]6.0"16.D" 9.6" 5.0" @.0" 13.0" �_�� 16.9' 18.0" 9.5' N. B.5" 14.0"16.D" 9.0" S.p" 8.4" 13.p" '9:p"--5:0`-8.0"-13.0•'16:0"-9.0"--5.011--B:0"-1310" �t�� • spans UD To 610' CORN TYPE r4 CS ,1-3/4'EMBED CZBR9p5l MIN mom 0 mum MEMMEMEOMMUMEMILMALLILIA CONC) Imm 1% ,_..1-3f4-EMBED(35DOpl RtN ® INS ®� j OEM mlEamm"Auger///����i¢@��� 0 .. MEMO I lr mumKm ' ®�///�i/,.�///�%�////1,��///'i/%/��/,lid%//,li�i%�//,Ui,�mmum ®i� • �///,G,® • 'i///� i �i �ii�/ :. % ; ®���/�� i/, i//�/a/,a/� • //',i1/11, is/,�/i 02M ,,, ,, ,, • � ' aaai�/�,��ir� is/aiid�ai� „a ,� iaa/iia�r�E/i�aii,�i�ii�iii�ii�iiir i�ii/�,� iiiaiiyiiiiii� Amo©o©mmmo©m©mm©mm©mmm000©moam mo mei/a%%//oa%ay®1-3/4'EMBED �///a/iaa/%//%®iaa%/aa///////%® ■m0�0©mDDO©m0�70�m©©0©m�00©mC!©m© : - � i"H .i/ a'yi// /� �% %a%ya%%/%y/a�® ®® ® ®/ilii, m i v i oremaim i//////, Y�/j/�y/ 10 ���� 0A®y/mmm%� / ■ C•F�©mmm m ' ©m - ®mmmm©�O©0©©©© It•.� � , , ia�a� //%���iia/�;i////,.iia///a/////moi///�%//%///��®����/////���,r�miiy//aaia� "/////.i/a • Vii//aria%%///, i///%%////.;S/%,��y�%/ ®® • ///////%%// ��// / %%//�'// y/ ��/ai/i�i,. . ' i/aaia/�/a/�/;•ii iii/ami%�/�i///i���yi/���/a/f%�m�'��;'�% �.'�' • ,... �����a,�//. /i/a/ i//,/ / /o ,y�/ �%////.c���i/�//ila//////a//iaa// , ;i/�i� /� / �-..�. �i,�aa 10 G' ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKIRumalr- F.E. `1111111 a, ECEopws49 Y MIN EDGE DISTANCE _ ` C1K••' ! - Spens Up Ta-6'---F- 4�12'•0'•pens UO To 8'•3" Syans UO To Q�+p. LIC •' r LOAD CONN TYPE CONN TYPE CONN TYPE - Zi �tC-• t x ANCHOR (Psp Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 CA CS _�, No PE004654 012 SMS W/2"EYEWALL 43 16.0•'16.0 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 65" 15.5' B.5" 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 1L.0 7.0 3.5 3.5 5.0" EMBEDI �- 62 14.0"7S' 4.0"6.0" 14.5" 9.0" 4.5' 4.0" 7.0^ 7.0•' 3.5 3.5 S.0" ZZ ",3 N 70 11.5"6.0" 3.5" 5.5" 12.5'T 7.5" 3.5" 3.5" 5.5" 7.0" 3S" 3.5 5.0" �T••'• STATE OF � �ul'1 So0 7.0" 3.5 - 3.5"5.0" 7.0" 3.5" 3S"-5.0" 7.0" 35" 3.5"5.0" �i��S�•��ORIDA•,:• 07� -- --- - -- ANCHOR SCHEDULE: WOOD (G=0.55 ''%°NAS a",= 'YYnInnLY` %n w� 3/4"MIN EDGE DISTANCE u4 Spens=6i�v-ans U0 To B'•3" Spens Vo To 12'-0" 0�f1yJy(LOAD CONCONN TYPE CONNTYPE Zi.lz ANCHOR Q� CS C2 2 C3 C4 CS Cl ' C2 C3 CA CS W W 1/4•LAG SCREW WI1H I-3/4 43 16.0"I6A"11.5'•12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5"14.5- 6.0" 16.0" � MIN THREAD PENETRATION 53 16.0'•16A" 8.5" Ia_ 16;0"16.0"18:0" 6�0"_7.0" 16,0'•16.0`•1L5" 4.0" 5A" 16A" DI KAx 62 16m.16.0" 7.0" 8.5"16`0"36.0"14.5" 5.0" 6.0" 16.0"16.0'•1L5" 4.0"5.0 L6.0" b Im 6I 9=3= 70 16.0"16.0" 6.0" 7.5" 16.0"16:0"12_5'• 4_0" 5;5"16__D'16.0"ILS" 4.0" 5.0" 16.0" .0" .5" 4. ,.1 r 100 16 110" 5.0" L6.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" c{ 7/16'WOOD BUSHING WITH 43 16_0"16_0" 8.0" 10.D"16.0"15.5" 8.5_4.5" 7.0" 15.5' 8.5" 4.5" 4.5" 7.0" 1.13'MIN EMBED D I/4-20 53 16.0'•10.5" SS' 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" �n SS MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" B.9" 4.5" 3.0" 4.5" 7.0° 7.0" 35•' 4.0" 5.0" 120•' 6.0" 3.5' S.5" 12.5" 7.5" 3:5" 4.0" 5.5• 7.0" 3.5' 4.0" Or-+u1v - -__. __. _ - _ _. 0 LOD 7.0" 3.5" 1.0" 5.0" 7.0" 3.5" 4.0" 5.0° 7.0" 3.5" 4.0" 5.0" 4 014 SMS OR 014 WOOD 14316.0"16.0"12.5'14.5"16.0"16_0 16.0 B.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0" SCREW WITH 1.3/4"MIN 16`0" 9.0" 11.5"16.0"16.0 15.0 6.0 B.0 160 16_0 9.5" 4;0" 5.5" 13.0" w THREAD PENETRATION 16.0" 7.5" 9.5" 16:0"16.0"11.5" 5:0" .0" 16.0"16.0" B.5" 4.0" 5.5' 13.0"�ppgpR(Ipp. Sfi.O" 6.5•' 8.5'• 16.0"16.0"10.0" 4.5" 6.D" 19.P'18.0" 95" 4.0" 5.5" 13.0" N4.0" 5.5' 13.0"116.0"19.5" 4.0" S.5" 13.0"16.0" 9.5" 4A" 5.5" 13.0" os ^+ ANCHOR SCHEDULE: WOOD (G=0.42) 3/4°MIN EDGE DISTANCE Spans Up To 6'-0" Spens UD To B'•3" SpltOn Up Ta 12'•0" 5 7 d143 CONNTYPE CONN TYPE CONN TYPE o ANCHOR Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 G 1 C5 35? x 1/4"LAG SCREW WITH 1-3/416.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" MIN THREAD PENETRATION16.0"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" 1L0•' 7P ry 16.0"16.0" 5.5" 6.5" 16_0"16A" 9.5" 3.5" 5.0" 15.0'•LS_0" 7.5" 3.0" 4.0" 1Ly0"16.0'•13.5" 4.5"-6.0" 16.0"160'• 0.0 3.0" 4.0" 11.5"15.0'• 7.5" 3A" 4.0"9 u 15.0" 7.5" 3.0" 40""-11.0"LSA" 7.5'• 3.0" 4.0" 11.0"I50" 7.5" 30" 4.0" 1X614SSMS OR 014 WOOD 16.0'_16.0" 0.5" 10.5 16.0•'16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5' SCREW WITH 1-3/4•MIN 16.0"16.0" 6.5" 8.0" 16.0"16.0". 8.5 4.0" 5.5" (6.0"L0.5" 5.5" 2.5" 4.0" 7.5" pp o THREAD PENETRATION 6i 16.0"11.5" " 16 5.0" 7.0 .0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" .5" 7 16_0" 9.5" 4.5" 6.0" 16;0"31_0" 5.5" 3.D" 9.0" 8.0" 10.5"A.E. 2.5" 4.0" 7.5" d 100 10.5 5.5 2-5" 4.0" 7.5" 10.5" 5.5" 2.5" 40" 7.5" 10.5 5.5" 1.5" 4.0" 7.5" a e� ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK Koh �1 4"MIN EDGE DISTANCE Sonne U-BTo 6_-D'• Spans U.T.813" Spans U-To 12'-0•' ' LOAD CONN TYPE CONN TYPE CONN TYPE ANCHOR (Psi Cl C2 1 C3 C4 I CS Cl i C2 C3 I C4 CS CL I C2 C3 I Cd I CS x 5/16'Silt TAPCON XL W/ 43 16.0116.0116.0"16.0"f6.0"16.0"16.0 16.0 15.0 16.0"16-0116-0115.01 15.0" 9.0"114.01,116.0, ¢g 2-1/4°MIN.EMBED 53 16.0"16.0"16.0"16.0"16.0-1 6.0"16_0"11.0"36.0"16_0"16.0"12.0" 7.5" L2.0" Q Z A 62 16.0"16,0"14_0"16,0"16.0"16:0'15;0" 9.0,�' 14.0"16.0"L6,0"12.0" 7,5" 12.0"16.0" R y 70 160"16.0"11.5"16.0'16.0"1fi.0°12.5"X8.0" 12.5"16.0"16.0"x12.0" 7,5�12.0 16.0" � �EP g _ 100 16.0"12_0" 7.5" l2.0"16.9"16.0"12_0" 7.5" 12.0"16.0"16_0" 21 0" 7.5" 12."}16.0" 5 5/16•ELCO UL7RACON W/ 43 16.0"16.0"110.5"14.0"16.0"16.0"10.5' 6.5" 9.5" 16.0"11.0"I 5.5" 6.5" 9.0"1WPITIAIRIMIKLIBIWOpt2 2.1/4•MIN.EMBED 53 16.0"13.5' 7.5" 11.P'16.0'•14.0° 7.5' 7.5' 13.5" 9.0" 6,5" m 62 16.0"L0.00 6.0" 9.0" 16.0'_11.0• 9.0" 9.0" 6.5" 15-2339 70 15.0" B.D•'1 5.0" 8.0 15.5" 9.5" f 5.5" 7.0 99^0 6.5_ A - k yai 100 9.0" 5.5' 6.5"- 9.0_ /� 5.5" 6.5'• 9.0" 6.5 PAGE DESCRUMCM 9 Lry 8 _ _2"MIN EDGE DISTANCE C2 ]0" c4 CS Ci Ci _C3 01 E C1_ C2 �C3 Gl -CS •I25M5 W/2^EYEWALL 43 ]6.0"16.0" 1.5"16.D 16.0"14.0 6A" 8.0" 16.0•'14.5" 7.5" 3.5" 5.5" 11.S' "99 ARMOR INSERT W/2'EMBED_53 16.0"16,0" 9.0" 16.D"16.0" 9.5" 9.5" 6.5" 16.0"LI.S" 6.0" 3.0" 4.5'• 8.5" ti Q 62 16.0"13.0" 7.5" 16.0"14.5" 7.5•' 3.5 5.5 12.0 L3.5 .0" 3.0" 4.5" 6.5" -70=160"10.5" 6;5" 16.0"12.5' 6_5" 3.0" 4.5" 9.0" 11.5" 6,03.04.5B.5ANCNOR NOTES:SEE SHEET--- - - 9_FOR ANCHOR NOTES.11.5" 6.0'• 4.5" 8.5 11.5" 6.0'r 3:0"- -0.5"-11:5"-6.0""-3.0 -4:5"--8.5 ---