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HomeMy WebLinkAboutProduct BCIS Home Log In t User Registration Hot Topics { Submit Surcharge Stats&Facts I Publications ! FBC Staff I BCIS Site Map UnkS Search Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application Lis f>Applimtlon Detail FL FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer /Town'and Count y-ndus[rles; Address/Phone/Email 400`West-McNali 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 ShuKers Subcategory AAccordi �u"` 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-13757 R6 CO! Indeoi.pdf FL13757 R5 COI Indeo2.odf FL13757 R5 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 Eauiv Eaulvl,pdf FL13757 R6 Eauiv EDuiv2.odf FL13757 R6 Eauiv Eauiv3.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/11/2017 Date Pending FBC Approval 08/22/2017 Date Approved 10/10/2017 Summary of Products FL# Model,Number or Name Description 13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6'II Dwol.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See Installation drawings for allowable FL13757 R6 AE EvaII.Ddf span/pressure combinations and additional limitations of Created by Independent Third Party:Yes use. 13757.2 _6.8 StStreamline--Shutter Large Missile Impact Resistant Accordion Shutter System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13757 R6 11 Dwo2.odf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation drawings for allowable 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 11 Dwc13.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-OD46549 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 flack Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall 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 emaits 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 here. Product Approval Accepts: FW Wil ®�M Credit Card safe MERKMP 6.8 STREAMLINE SHUTTER ,,.��A11L, /,I Y!ICK 6519 ?S Ejl FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: ' V•: No PI;43 634 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION((20171 FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE INTERNATLU�NAL BUILDING CODE TIBC)AND INTERNATIONAL RESIDENTIAL CODE UNUMCTeD 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 FID r. m DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE HE CODE.PRESSURE ii s1s•., !IID m e REpUIREMENTS AS DETERMINt�1N ACCORDANCE WITH ASCE 7-10 ANb CHAPTER 1609 OF THECA FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 77II1"""tIl z� PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. c 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202 203 AND ASTM E1886/E1996/E330. < 4. DESIGN PRESSURES NOTED HE0.E1N ARE BASED ON MAXIMUM ED PRESSURES DIVIDED Y A 1.5 zN 9 p SAFETY FACTOR. _ tl 5. THIS SYSTEM HAS BEEN DESIGNED WfTH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W O•i PLAN VIEW ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL oN CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING 3URISDICTION. s 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o w y LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. to 7. DETERMINE THE POSI7TVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE W. -+C DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD d1LCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 m SHALL BE USED. z 8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC vz N 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a ONLY BE USED IN CON)UNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O TM Y PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w$6 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE O CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR r~N rn g^ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 5 e n THE STRUCTURAL SUBSTRATES DETAILED HEREIN. im d 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL _ „r DOCUMENTS. HURRICANE PROTECTION BOTTOM 36$ 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING - - z OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SI9NED,DATED AND TRACK SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND IUSTIFY THE DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL LOCKING MECHANISM,SEE 9 13. EACH SHIIT�TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE LLOWING MINIMUM TYPICAL PLAN VIEWS 0 5 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION $ FORT LAUDERDALE FL MISSILE LEVEL D-ASTM E1886 E1996&E330 1 SHUTTER ELEVATION TAS 201 202&263 N.T.S. EXTERIOR ETP! a FLORIDA PRODUCE APPROVAL NUMBER ry 1 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 2S TABLE 2: E@ K.S.I- 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 ALUM.ALLOY. NON-HVHZ ESSENTIALp s s 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES S 9e BOX LOCK AT CENTER OR SIDE CLOSURE. 17• TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 18. FLOOR TRACKS MAY BE REMOVABLE AT NDN-STACKING LOCATIONS.USE REMOVABLE ANCHORS. ---§pANSHUTTEINSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". s 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 GRADE GADOVE >GRADE sI d 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE G S 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72" 2-1/4" 1-618" 2-318" 1.518' 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. ap 99" 3.12" 1-718' 3-518' b TABLE 1: TABLE 1 NOTES: 120• 4-118• 2' 4-114" 2' _ a 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2' 5" 2" IIP ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY mPw9RmvcLO19N.OPL POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER Flamm._ 15-2339 SHUTTER DESIaN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _ SPAN PRESSURE PRESSURE 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". FNu.PRICIISMOP11 (P8F) LFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HVHZ WITH SPANS LESS THAN 30"SHALL 72" 100 100 HAVE 2-7/8'MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVEGRAVE. B9' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE 1'I INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. 120• 63 63 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144• .43 4D E3996-09. - PROJECTION VARIES 9�L�SMA�ROOKG 2.874'- 4.674'MAX, )l 45549, 0,062* OASO' Iva -.25" a i 1.705" -oioo* f-1.83D' '-o 2: 0.06r 0.100' SI 1 0.080* 0.063' ro.195" 0.096* 1 6 -1- -u- I -:-0 I L - 1 0.060, 0.070* 060" 2.820" --V%1. StAr" -t- 0,125" U-� 0.630* 0.06z- \11 op 0,630' 0.062' In 0.630" 1.90 --i U,�6 a2O4 1,13, 3' 'o "LO80. 0.06 I.]Uf '1-- 4 tl.971.1 71;..1 6;j' qe ,o 0.06r .993 fOQIDA 0.63cr 9 �i v -4. - ".. ...' 1 -3 L ro.;4 0.143" -U 70-4 0,062' 0.062 --fo-.Lo.. gg 1.069* 0.630 w z 0.062* 9 "'�SLIPPORT LEG UPTIONAL-7 0.200 5.745'MAX. k.069"4 .062- �1.069�4 0 062- 0.200- wz --5.745'MAX. WE r I 1CCa WALL r, WA_ 2)BUILD OUT WALL STREAMLINE CEILING TRACK 04 STREAMLINE WALL TRACK 05 !jE&Y ,r� C) SIZE c 'IZ' SCALE:HALF SIZE 0 -Y !jE LITE HEADER/SILL �DERLSI�L 0 -SCArr-.--FIALF SIZE SCALE;HALF SIZE 6 aw Q WHERE SHOWN,SCREW BOSSES SCALE:HALF SIZE SCALE:HALF SIZE R-ALE.HALFSIZE B.FELT GROVES ARE OPTIONAL ON ALL EXTRUSIONS 0,974"l- 2.65 ri 01 tC "fL to 105* j3!l ca 1 1.069" ows. -T as" F NOTE'TESTED THICKNESS OF BARE METAL W/o PAINT IS 0.039, 07 SILL SILL ADAPTER EXTENDED SILL @K_XTEtiDED SILL ADAPTOR n1l 6DAJLU A SCALE.HALF SIZE G) 'E--�L L ,SILL BOTTOM 13 r5-835iR€rA"ML�itJESLATz�6L-ADC,, SCALE,HALF SIZE SCALE:HALF SIZE E g E o HALF SCALE:HALF SIZE �SGAUEDI,�Lff.lzl d 0.143' 0.143'lt- 0.01101 0.477' 0 SIG" had 0.590, 0.34V F ---1 1.708'----1 0.143* I-F (""070* -D 0.096' T= .245' B, JJ( 4.753' T 0.01111, 0.080, 0.117" 0.099* 4.510* 0.096" I-0.16v 0.000, 0.080, 1 0.044- G.ZZ7*' 0.682, 0.630" T NOTE.THICKNESS OF BARE t�p-.rry] tlfeNefCealRIIDDFt 0,693-0.420' 15-2339 METAL WJO PAINT IS 0.039" 6,8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SIL 6.8 STARTER WALL SILL CLIP WALL SILL SCALE;HALF SIZE SCALE:HALF SIZE @ SCALE:HALF SIZE SCALE:HALF SIZE Eel SCALE:HALF SIZE • FRANK 0E11HA9D0 P.E 1111111/ rPEM6549 :* 0.610" STAINLESS STEEL _ '280"i--� D, ALUMINUM NYLON HER OR `��QLP;�•"�/' o....1 tln4 °.357•HOLE . o.276• U; R'FOpq I 6 z S10 x 2-3/4"410 HT S.S.SS65 0.880 O.OSp' NYLON H u •ro ;N SCREW W/TC ULTRACCITE T 0.591' _O• J�- 98 IY WHEEL p 0.120 o COATING --t1 r p N n r �- NTO TRACK (TYP TOP 8,BOTTOM) n 0.062"• - S ..I yy S 240' L�I I :�Ijl•'•.�YA OR �11m iii HYLON BUSHING W/WASHER: L_• %�/ '•��/OA• wC m B TYP. ill_it10.75D" 7/16"0 x 1/2•@ INTERIOR JOINT TOP II �i 0, •• 27 1 INSIDE E EVERY OTHER 0.870• 0.154" �-0.137' /� q G� Uj > 5'MAX.- INSIDE JOINT AT TOP. 7/16"0x1'@ INTERIOR JOINT BOTTOM 7///CEN 11% 1L�I1 o�1 CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR III I 11111 711j. p7= ANGLE HOUSING-ZINCDICAST,POWDER COATED C� > 19 2@2�RQMIERI SSEAIBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (o44 ,�6 Pt SCALE HALF 512ESC'ALEI`,1AEFdSIZE° NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE z)C ��9 �u OR KEY/THUMB TURN OP�ERATED,INSIDE. W ti m t{0.250" L3 BR 5-59P.H L�K °3:p SCAL'E7HLAffF STZ U)f6 Lz R0.155" 2.125• a O o, 1.97°° 0.236• '--1.742• 0.286" L.603• R0.500' 4.000• �A_ 71°" 0.267" 0.500' 0.623' 0.531"YD�2 0.09D' 0.319" 0.531'0.2 o0 2.250" ` --•- q •? 0.601-T -1_ 0.607' I W 0.250' i I "i 0.118•• 4 1-0.224" "0.060" •+•+ •+•+•+2.750" • -1 `" 1" p9 g 4, 17 RAINGUARD L8 DECORATIVE FLOOR TRACK6" J f-- 0.240 zm7 SCALE'HALF SIZE SCALE HALF SIZE 0.160' 0.222"1 t 1.001 0.062"O,p62• 0.062" �-°.176• 30 UNIM'XTE"C6CK.- 31 MALE BOX CENTER 32 FEMALE BOX CENTER SCALE+,HAL'F°SIZE' SCALE HALF SIZE SCALE-HALF SIZE -1-o.D62' 0 g 5.500'.13/16'WIDE- -}0.400' A 167' 7/16"0 STAINLESS STEEL NUT r T3 0 0.43.8" 0.88• 5/16 MACHINE 12 1' TYR STAINLESS STEEL5/160 INTERNAL ¢ T� fbY-D I16p 4.500' �f 0.689' POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES t SECTION ATHUMB-SCREW 1.oso• _ 4 OF TA MOpEL 202'1 36 Tc.LOGKZADAPITER 37 T-SCREW INSERT 38 THUMB SCREW ;, ;, •1 a as 6 INDUSTRIAL SYSTEMS r;.�(IO,(7,'I'I OEI/�`� � SCALE•FULL SIZE SCALE:FULL SIZE �` '� - ;0,254• 4OU 400 'IOU 35 BOX LOCK Yid SC LE:HALF SIZE N a�°.319 END STRIP 1" I sig d l l SCALE:HALF SIZE 200(• 2" & 3" EXT �--1.625• -1-� D.lzs• �T-0.125'SCAI E: HALF SIZE o.iss" � • `o $ -0.125' WPHiURRWKLNMYODPE p r^/ $ 0•093• t15-2339o.zs0• $ D.Des• �;7.D0°• -- --} AL+T,-�11�ENQ/DS�TRI 21 1.S��x3��x0.093" AIJGLE 2g 2°x3"x0.125° ANGLE 39 2X7 ANGLE $C'ALE•HA'L"F SIZE SCALE.HALF 512E SCALE:HALF 512E SCALE,HALF SIZE FILWKL RENN/WD01 P.E ANY ANCHOR PER ANCHOR EDGE DIST. SCHEDULE@1B"O.C. r EXISTING DIST. •• •••.-• GLAZING SEE END STRIR` C O- SCHEDULE FOR No E. tttrrr111 N ry SPAN WHEN U5WG. A .ANGLE EMBED (� _ a 2G,40L,40b OR.aOC, 1D EMBED. 17 E- (INTERIOR) LEG D RECTION 1I II pF; / /lT f OR 6.B STARTfR�A �N{ - 17 . 7C 17 - L L—_ _.l. WITH 21 OR 2r�'Q z MIN.0.062"THICK 6063-TG ALUM. •'. �7 ANGLE 1°x 1"MIN.TO 2"z S"MAX. 21 25 EDGE c...._ ___ 30 (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ // ITZ'I DIST. ANY ANCHOR PER ANCHOR t2 •10x1"SCREWS AT v SCHEDULE(D 18°O.C. CORNER,TOP 8 BOTTOM;AND W I�Q ATTACH TO 6.B STARTER AN L m 13 13 13 +F12 x 1/2"GALVANIZED OR Z UU 13 812 x 1/2"GALVANIZED OR S.S.SMSS.S.SMS 3/16"0 ALUM.POP E'1 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET Oh 1/4-20 MACHINE W^ Z_ 6.80"(TYPA iE END STRIP DEVIL BOLT&NUT@18"O.C. { USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8 N117 @118°O.C.ocS I AR TER AND ANGLE 14 d (EXTERIOR) S/16-18 j�iUMB SCREW INTO THREADED N W DI INSERT 3 AT 1/3 SPAN TO 2/3 SPAN V-0'• ANY TRACK ES fox FROM BO OM OF SHUTTER.RECEIVING ENO STRIP SCHEDU1V4 SCREW BOSSES. TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF 6 SCALE 3"=1'-0" 1"HEIGHT. 1'&O(2.7� 82 R 2 2 USE(1)DRASS PUSH LOCK 132 OR(1)S/I6-16 THUMB LOCKING DETAILS FOR 2•Brp(3,7•) B2 SEE END STRIPSCREW I 0 THREAOE❑ CENTER MATES SCHEDULEFOR MAX.INSCRTAT 1/3SPANTO 2/3 AN FROM _ SHOWN ON RANDOM SPAN WHENUSINGBy BOTTOM OF SHUTTER. 90 DETAILS 3-Bgr) II20,40a,40b OR 40c,RECEIVII40 HOLE SHALL BE 73 p 3/8"P1AX WIDTH,UP TD I- 7al/4" OR 6.0 STARTERGUM 1"HEIGHT 30 ALO RIAX, WITH 21 OR 25. I.112 1 O aO USE APPROPRIATE132 7" STARTER STRIP 701.fi•x3' S 9J' 0 20� PRONOE CLOSURE I�JO TOR 13 - - - --- x0.003' 8" BUILDING CONDITIONS. 23 21 60 FASTEN STARTER STRIP o INSIDE 0 TO TRACK W/(2)1110x1" ( SCREWSAT CORNER,TOP I o�z5 2 121r ALTERNATE END STRIP DETAIL TL BOTTOM ' SCALE 3"=1'-O'• ANY RACK W/SCREW k 13 Q w 88U 1B. BOSSES. =1= 111" W 1- li FOR GREATER SPANS OR LOADS THAN O SIL L W 9110M IN END STRIP SCHMN.F.END c (n O STRIPS REQUIREA 1x1'.090•CUP ANGLE F MID SPAN USINGANYANDIDRON TILE EXISTING GLASS a2 7 V) AN0105CHEWIEI�/14"]/4•TEK a tltltltl 0 v 13 SCREM0.OR 114.2000LTTO ENO STRIP. ' 30 Dow USE(1)BRASSPUSHLOCK y4 USE 11) BRASS PUSH LOCK pR 11)5/16-1R THUMB (INSIDE) "$F8 OR 111 5/16-18 THUMB 30 13 ��rt SCREW INTO THREADED ! SCREW I O THREADED a� INSERT 37 AT t/3 SPAN SR-L T2�1i! INSERT 7 AT t/3 SPAN tag TO 2/3 AN FROM J 10 2/3 S N FROM = a BOTTOM OF SEIUTTCR .[ DOT TOM OF SHUTTER r (OUTSIDE) RECEIVING HOLE SHALL BF. �9 qp 3/B"MAX WIDTH,UP T� i Sr 1"HEIGHT. 23 ' gli TYPICAL'OUTSIDE COR14ER CLOSURE -_ s 3v � CCi DETAILS WO/CORNER POST @@ NTS 13 CO WPeaODRWILBE1NOOP.E 13 31 215 13 3 (OUTSIDE) 15-2339 `SILL USE III BOX LOCK AT 1/3 • SPAIN TO 2/3 SPAN FROM EMIO[tQILI7fO111 , BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE 4P CC2 DETAILS WO CORNER POST Elg4 MULTIPLE SHUTTER ASSEMBLY 99 j C NTS Z(Ij IOj SCALE.3'=V-0" j Ena d I J MANN L DENNMDO,P.E. REFERENCECONNECTION TYPE EXISTING HOST ` �q F71�i'7N/)////•t HOR SCHEDULE FOR MAX. STRUCTURE SPACING • MAX. _. i C1 CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 1/2" W/NUT @ 12"OC OR / p / ! \ SCHEDULE FOR MAX. ;� ® :114 SMS @ 6"0 L -T�• 1 SPACING / 1�2 fTYP.TOP&BOTTOM) _'O; oN .7k ALUM.063TUBE ` �,�-• I O m 2 FASTENERS 6063-T6 ALLOY I wF � �q� EACH ANGLE - SEE TAB A FOR 512E. A Wo 'TOR 66 J Z /i/�lS 111 D IIJJ J / 1"x 2"x 1/B'• ALTERNATE THRU BOLT O / OR 2"x 2"x 1/B" I/I; Jill C1 CONNECTION TYPE OR MeN GLASS aIr w ALUM ANGLE REFERENCE ANCHOR - SCHEDULE FOR MAX SEPARATION 13 13 ..... SPACING PER TABLE 2 �aZw $n THREE 3/16"0 ALUM. 0 li 1 171 x C m WW $•+Gj^ x POP RIVETS OR 11 A I GLASS V) O.Q THREE 1412 SMS,TYP 17 OR DOOR Y.' m % 3/16"0 ALUM POP 1 =w VI W 6 17 RIVET OR 012 SNS I �1r7'- �w p -- (d 1B"OC.(TYP1 I'._.. _ + / f�Nq) OR OR TABLE A(m) \ . ...---- / e J= R 1/B• `—�� wr \ OF� - N PIIFSSURE�ALLOWABIE 3LEN(-TH MAY USE MALE OR \ PSF NR B/O N.01 FEMALE LOCK-SLAT w w I n 13 ALTERNATE THRU BOLI 1/4"MAX FROM PIN ' 61 110+ IBB' CS CONNECTION TYPE CI CONNECTION TYPE GUIDE TO BUSH114G NNNddd n 121• 179• CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ON REFERENCE ANCHOR'-:'--I' WASHER ITYP.) in SCHEDULE FDR MAX SCHEDULE FOR 14AX 62 119• 172• N75 SPACING pg 92 ll4' 16T __i�i/ 14x3/A"SMS 9 9"OC ANGLE TO TUBE CONNECTIONuj 1@ 110" 160' `6 g -- Z"x 2"x.125" 120 104' N7• EXISTING HOST EMBED 6063-76 ALUM TUBE Z a TABLE B(cc4) _ p 150 97' Ml• PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE .0 � 2 BB' 111" f/ J�"_ EDGE DISTANCE REFERENCE ANCHOR PSF WITH ry0 3WITTH 1I o SCHEDULE FOR MAX EE r SPACING 52 113" 166' FASTENER(la 18"O C. E 3 72 107• I6T (USE ANY ANCHOR SHOWN �V ALTERNATE BUILD OUT MOUNT SECTION B2 101• MT IN ANCHOR SCHEDULE) SCALE 3 1'-0" 92 9S 139• /�1L 102 90' 132' 120 64" !22' 0 n 160 7q' 107 r ui 200 fi4' 99' _ ... E .. 2"x2"x =ate 3)16 RIVET OR 012 SMS D90"6063-T6 - 1.11"GLASS 13 '^=O ' -0 ALUM TUBE TYP °' EPARATION = Z u w ? (d1 18"O C. OR 1/L-24 17 ' F PER TABLE — M O v1 NU 1&BOLT(TYP I. 3/16"0 ALUM.PUP ,I GLASS 2 4 L a a m RIVET OR 1112 SMS ALUM. TUBE Z a OR DOOR a 6063-T6 ALLOY lm 1B"O.C.ITYP.1 Elatj in -- 6^7El SEE TABLES FOR SIZE. 2"x 5"x 1/e" 2 FASTENERS x CONTINUOUS EACH ANGLE ALUMINUM ANGLE INSIDE 3 2"x 093"6063-T6 OPTIONAL ANGLE THREE 3/16"0 ALUM ORIENTATION TYP. o 6 fi p ALUM.ANGLE,TYP POP RIVETS OR tT - 17 _ W b "0' 5 6 a 4 ldi 17 THREE 012 SMS,TYP 0 0 1"x2"x 1/B" 4 CONNECTION TYPE Ing AROR 2"x2"x 1/B" I REFERENCE ANCHORF�13 ALUM.ANGLE SCHEDULE FOR MAX USE MALE OR FEMALE SPACING 00FU IlMKLIB1144i LOCK-SLAT — -- —EXISTING CONCRETE, S5^Z339 13 13 BLOCK OR WOOD FRAMING eC1LL8 - EE INSIDE SILL MOUNT SECTION tAMIl1 %CIgP110N1 012 x 1/2"GALVANIZED (OUTSIDE) SCALE:3"=F-Q" a OR S S SMS,3/16"0 ALUM Np CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR I/4-20 SIDE CLOSURE OPTIONS 9y NITS MACHINE BOLT E NUT SCALE:3"e V-0" (d IB"a I • FFW{KL091tiARtX1,P.E CS CONNECTION TYPE Zai REFERENCE ANCHOR /—EXISTING •f �`~' p SCHEDULE FOR MAXSTRUCTURE SPACING GL AS S OR DOOR UIP nr^ GLASSW a w CI CONNECTION TYPE S`MAY,. /'''-1/4-20 MACHINE BOLT �' - } OR DOOR-- yl�-. REFERENCE ANCHOR / W/NUT �N I- w :1) SCHEDULE FOR MAX. 19 W/ SM0 12 O.0 4Tt it... S0 rp 6"OC= _dMNSPACING 1/2" (TYP TOP 8 BOTT6M1I pry,MIN G.ASS Z u m l:7` N'*-1/4"-20 THRU BOL T W/ GLASS m EPARATiOm_ma /Z- _ a - EPARATI Q "14 x 1/2"SMS np 12"O C PERx z w �• zLOUL NUT(�12"O C DR F UR 3l t6"0 ALUM POPw Q t7 "aw M2 x7/2-SNS(112"O.C.E.S. PER TABLE 2 .� A a' m �OR((6 OR '•. GMIyTABLE 2 RIVETS CRl 6"O.C, OR 1/4"0 fi jOR 1/16"0 ALUM.pop IO OR 6RIVETS@6-'OX E.S. . ALUM POP RIVETS 0112"OC. a SR 1/4"m ALUM.POP RIVETS /w it AND o /f/ W@ 12"OX C.S.----• ASSEMBLY •'MAX FROM PIN HN GLASS IT t-� 1 11.FROM PIN Fid'AND 10 BUSHING E-T US TVG SEPARATION 11 " D=I ASSEMBLY WASHER ITYP.) wSHER(TYP1 fjf PER TgBLE2 jm:c O�IO slt�0( /r 1/2" t/2"TYP EXISTING CONCRETE, GLASS '+ ==2:v-' $ �„• U W ! BLOCK OR WOOD FRAMING W1 CONNECTION TYPE OR DOOR mr OmQ j�)(J/jj(�/fq�`j/`j gill EFERENCE ANCHOR :<Z Z C4 CONNECTION TYPE SCHEDULE FOR MAX a p d _ +" RE ERE ANCHOR SPACING _ E a Ow m j EDGE SCHEDULE FUR MAX — G vl b p SPACING AS SHOWN -CS CONNECTION TYPE IN DIAGRAM ON PG.9 h REFERENCE ANCHOR W m 50 6 OR SCBE RULE FOR MAX. EXISTING CONCRETE, 0 3 D 6 BLOCK OR WOOD FRAMING SPACING.ALT.FASTENER J2.. 1/4„MAX.FROM PIN GC LOCATION.FRONT AND CI CONNECTION TYPE OUIpE TO EIUSHING t/4'MAX FROM RACK ANCHORS NOT REO'D INSIDE MOUNT SECTION REFERENCE ANCHOR 1/2." WASHER ITYP.1 o k WITH THIS LOCATION O SCHEDULE FOR MAX PIN GUIDE TO � SCALE 3"e 1'-0" SPACING 19 w BUSHING WASHER (AD INSIDE MOUNT SECTION .` 5 CONNECTION TYPE a (irP.) SCALE:3•.a 1.-0.. SPACI REFERENCE Max r EXISTING CONCRETE,, �j BLOCK OR WOOD FRAMI EMBED. SPACING a I ie p ED BUILD OUT MOUNT SECTION z TYP ROTI OM EXISTING CONCRETE, SCALE-3".1'- BLUCK.OR WOOD FRAMING E NOTg FOR DETAILS A.B.D•AND£ON THIS SHEETEDGE DIST, EXISTING THE BASE TRACK MAY BE INSTALLED IN SECTIONS, 4 CONNECTION TYPE STRUCTURE - pg s WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR EMBED 2t Fi. X A MINIMUM OF TWO SETS DF ANCHORS AND IS A ;,�ONFlECT(ONTE 1Q N MINIMUM OF 12•'LONG.THE SILL OR CEILING TRACK W ED E SPACINGE FOR MAX. RFEEaENCE'fCNCiiOR 3T USED WITH THE BASE TRACK MUST BE CONTINUOUS .S 6 SCHEDULE FOR MAX g OVER THE GAPS BETWEEN SECTIONS, g =y SPACINGPA ` 3R(D 0 Ln w F a �w w a OR DO HN >O_ a OR DOORGL ASS =W IJ ui N.0 r.7/2"SM5(Til 12' EPARA710 13 Z w S./ w IJ -t `d If9$ x■ ww..� O.0 OR3/16"0 ALUM. PER rn Zum j-La rw7D POP RIVETS(d6"OC 7AOLE2 OmQ 13 I I^ w j N w OR 1/4"G ALUM PPP Q a 4~ DOOR CLASS OR MN MN GLASS 73 =z^ _ RIVETS(la 12"O C. T O 0. PRAT m R W N`- m m PER TABLE 2 p SEPARATION l'J d �"•• u JG z o 2 I- x� 0B PER TABLE 2 x z.z l L w m'4 ti?C4 SI 1 7/4-20 5.5 MACHINE a ao a 7 AND M1 1/4"M X FROM SCREW&14UT @! L y ASSEMBLY V?„ 1/2" GUIDE TO BUSHING _ a { 12"OC. GLASS o TYP. WASHER(TYP.) w S OR DOOR tt4"MAX.FROM PIM MAX FROM PIH I X GUIDE 1 U BUSKING W '4 CUNNECUOR TYPE m 1/Z" GUIDE 70 Bl15 HIND—' {� S b X WASHER ITYP I EDGE REFERENCE AIJ1..11 OO WASHER(TYP.) EXISTING CONCRETE, / 0[t1ApRITNKLIBENIpp/R I x m DIST. SCHEDULE FOR MAX BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN -z,�J9TJI4EGTCOEtaTYPE FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG 9 `REFERENCE ANCHOR 15-2339 OR - BLOCK OR WOOD FN AMING REPERENCE ANCHOR SCHEDULE FOR MAX. _ "x 3"x 1ta"CONT, 3 CONNECTION TYPE t#12 x 1/2"SMS[e3 12" SpACM GEA�R MAX FASTENER SPACING 1►Ae■1><sa2gsoxr 063"T6 ALUM.ANOLE REFERENCE ANCHOR O.0 OR 3/76"8 ALUM. AY BE REVERSED ..� SCHEDULE FOR MAX POP RIVETS 6"O.C. LOCATION FRONT AND EXISTING CONCRETE, SPACING CY° BACK ANCHORS NOT REO'D BLOCK OR WOOD FRAMING 5 SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION QQ RIVETS C1 12"0 C. WALL MOUNT SECTION (�CEILING INSIDE MOUNT SECTION F WAII6/,� UT SCALE:3"=i'-0" v SCALE.3"-1'-0" — _ SEG+TION �SCfiL'E+3 1'-0" Q r MN GLASS .;,11 KLSB�¢NNMDOr P.E. GLASSSEPARATx1N 2 ORDOOR PER TABI.C.7 13p0 �/♦y� w p= --GLASS OR ` '• 1 `�•r w DDDR NDP '•d FUN a•i O Q z GLASS OR =lu Q MN GLASS _ 1400.w DOOR SEPARATION - rrn� vJ N X w rc W PER TABLE 2 •' u .a Q=q MN GLASS w STA r I f F SEPARATION (T h mA.� /•�, QE�j Z r. PER TABLE 7A%.' .D. I Y7 ry NizW =^p///1111 oW= I -77 L7= 1 19— ��uQs um ( 13 X Z.m0 13 Wpv 6W J 4 X N U a DID 20 Jvn REFERENCEANCHORAN HON YOR S_ JuQ W�( oN9 1/4"MAX FROM PIN GUIDE C TD BUSHING WASHER ITYPI Qw SCHEDULE FSPAC�G ---_ I TWO 1/41•0 WOOD 2so" In LAG SCREWS La 21,•• C4 CONNECTION TYPE / �� 250" by 0 MAX WITH 2" REFERENCE ANCHOR THREADED PENETRATION p SCHEDULE FOR MAX. "T"INTO CENTER OF 2X STUDS / SPACING /L)F IB IB EMB."T• 14 SMS Lm MIOSPAN BETWEEN /w DIS 11i _ to STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE r- PLYCCWOODA TUBE CONNECTION STUCCO FINISH I"x 4"x.125" 6063-T6 ALUM.TUBE (f� y�OL `J DECORAIIVE FLOOR TRACK DETAIL 0 WALL MOUNT SILL DETAIL m� THIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3'•=1'-0" SCALE:3'•=1'-0" �1111y K EXCEE05 TI1E MAX.ALLOWABLE ANCHOR SPACING. !�1 O WALL MOUNT SECTION THIS DETAIL MAY C GALSO BE USED am SCALE r 3"c 1'-D" AT TOP 0 O ACCORDION SHUTTERw I ¢ a 0 PER PRODUCE APPROVAL I- —GLASS f. c f- IMR GLASS OR DDDR I- I 2 'O SEPARATION 13 7 in M a PER TABLE = rl EXISTING WOOD(G=0.42) L 'S !3 APPUC'ABLEATTOP N Q M Z TRUSS OR RAFTER 2 AND OR BOTTOM Q n X Q [m 24 MAX.O.C. LLL ��, �^ 2"OR3" E M E iL EXISTING FINISH MATERIAL 2"MIN. 5 6 1/4"MAX FROM PIN GUIDE 2"x 5"x 1/8"60IRE I it w ' TO BUSHING WASHER ITYP) ALUM.ANGLE W —2.175" �R{ 2"x3"x%'x CONTINUOUS OR -( -- t6 1/4"TILE(TYP.1 1/4"O WOOD LA 2"x2"xWXCONTINUOUS 1 II(F� RawFINISHMA7ERIAL SCREWS WITH 2I 11W �9 6061-T6 ALUMINUM ANGLE I MINIMUM THREADED _ tl n n _ 3/4"PLY PLYWOOD PEPIETR."T"IN 5 6 0.9"MIN.THICK 6061-T6 ALUM TRACK X -1/4"P A325 GRADE THRU BOLT Cal 7'•O.0 EACH RAFTER Ol o d if ! ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 L OR 5/16'•m A325 GRADE THRU BOLT(nl 12"'O C 24"0.C.MAX EXISRNG3XSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR 5.5 ANGLE EXTENDS AND 9'O.C.FOR THE BALANCE LAST TRUSS MOw e 1 HOST STRUCTURE WITH EI p �— 114."0 ELCO ULTRACON TO CONCRETE/EMU w �r '/j pELCO ULTRACONS AT 6", EXTEND ANGLE TO c EXISTING CONCRETE HOSE 5"O.0 W/1-1/4"MIN.EMB. a 6' 3"FROM ENDS AND 4"O.C. NEXT TRUSS, w w I--r 2-i/2"MIN. ---I STRUCTURE(3000 PSI MIN) OR LAG SCREW LA 9"O.C.w/1-7/8" W FOR BALANCE W17H 13:" MIN.,EMB. IN WOOD SG=0.42 70 0.55 MIN EMBEDMENT AND 231" MAX,DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING COI�CRE 1 E, 1� MIN EDGE DISTANCE, 62 P.S.F. HOLLOW BLOCK OR t~7 rA Q WPD1•RMRRLIWWWIE STAGGERED WITH 31 MIN. MAX DESIGN LOAD AT 6'-D"MAX SPAN: WOOD FRAMING.SEE X=O z I- 2"x 5"x 1/8"CONT w¢ SPACING�TYP. t 52 P.S.F. AI4CHOR SCHED. ALUM ANGLE 16063-T6) F J U 4 15-2339 � UASED ON TYPE OF ,gut •r•."., C) 13UILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD x 72 P SF) Q PAC•ISEMMMOIU SCALE.NTS Hb PASS THRU DETAIL 99 TRUSS MOUNT SECTION SCALE,3"-V-0" OK �J SCALE•3"c 1'-01' EXISTING HOST ALT.LEG DIRECTION STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN j 12'MIN FROM EDGE OF ACCORDION ROUND WINDOW SPACING, EDGE DISTANCE , EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM EDGE OF SHUTTER, (SHUTTER BLADES ASSEMBLY / ANGLES PER BEAM ENO,SIZE 2)6063 T6 ALUMINUM = '• / TOP OR BOTTOM I �.' 1/2' PER SPAN TUBE SCHEDULE EMBED. I SPAN TUBE PER - _ DESIGN SCHEDULE p ACCESS HOLE EDGE OF ACCORDION 3 z 1/4-20 MACHINE BOLT W/NUT 0 �0,�•.- E FW •'• SHUTTER BLADES $T3 - 12'O.0 OR d'14 x 3/4'SMS 6'D.C. 4 !l1���4SSS a TYPICAL II .I{-1/2"MAX. O E i EDGE 3 16 2.875"1'l HOLE(TO RECEIVE DISTANCE MIN.GL/lS5 73 z u�' Z a=+O ROUND WINDOW ASSEMBLY) IXISi1NG Q SEPARATION N J MAXIMUM OF 3 WINDOWS GLASS OR o�i�J W ;Iw,+ PER EVERY OTHER BLADE DOOR N V 3"MIN N,877 e s 1 LIGHT-N-VIEW WINDOW UJEDGE E 1/2'MAXSTAN "o y g N.T.S. EXTERIOR ELEV 1 Nm 5 6 Q W 3 16 1/t••MAX.fROH PIN GUIDE G TO BUSHING WASHER ITYP 1ICU q ^F X1/4-20 MACHINE BOLT W/NUT t ACCESS HOLE 12'O.0 OR 014 x 3/4'SMS 6.O.C. N 2.875'0 HOLE TO -SPAN TUBE PER w RECEIVE ROUND EMBED. DESIGN SCHEDULP ####YYYY..��►► WINDOW ASSEMBLY (2) 1�- $ YYYP 1/2' x6063-T6 ALUMINUM pp AX. ANGLES PER BEAM END,SIZE 5 S 1`�• EXISTING PER SPAN TUBE SCHEDULE ,�'rp w d HOST 1 4'0 THRU BOLTS SEE BEAM zm STRUCTURE 5/CHEDULE FOR REQUIRED NUMBERS -c 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM F SPACING,AND 3'MINIMUM EDGE DISTAI.ICE C GI p 0.125' 0.125' D.032' 0.032' MAX.DESIGN LOAD=t 72 PSF 3 SPAN TUBE SECTION VERT SECTION Z7 p 4Se / \ SPAN TUBE SCHEDULE h / NUMBER OF I \1 I ALLOWABLEIL18E NLMBEROF ANCHORS PEIi MMIMUMANGLE ROUND SIZEE 6µBi I 8P/W 7HRU-BOL79 ANGLE_-_ -•- LENGTH WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP-T BQTTOM 1"a �� 1"n s ASSEMBLY TUBE I TUBE` TUBE TUBE TUBE TUBE TUBE TUBE , 1 / n 2'a6Y W' 123.8' 1 1355 2 1 2 2 3 4' 7' ����� 0.125' 86' i01.T' I 1118.9` 2 2 3 3 T 7' 123' 69594.0 2 2 3 3 7- 7" £ \ 2'11 60' 129.1" _167.0' 2 2 _2 ___I 4' 7' 0 do EC / 99' 114.6•__124.1' 2 2 3� 3 r_ _r 5Y / / \ 0.126' 123' f 02.8' 109.8'- -Z--- 2- 4 ----4.-- _-10"` 10' / BO' 138.1' 700.8' 2 2 3 3 Y _7" 0.188' I (L 729' 96' 1227' 168.7' 2 2 3 4 7' 10' 02.1175' 03,250" 0, I 12Y 11SA' 137.6' 2 3 1 4 S 10' 13' 80' 188.1' 240.0_ 2 2 3 4 7' 10' 3ta @( 0.1875 98' 14D.8'_ 229.4' 10' 18' _ `�� 29 LIGHT-N-VIEW WINDOW \ �/ 123 ,322 203., APIQR11WI1LI6�wwPE N.T.S. 'sABIC PLASTICS SLX1431T-UL-94HB _ / SPAN TUB„5%HEDULE.NOTES: 3-xV"ANGLES FOR 2'xS"&2"x6'BEAMS. 15-2339 2. USE 2•.5'x1/4"ANGLES FOR 2"x8"9 2•x10'BEAMS. 1crw� 3. USE BEAM SCHEDULE FOR DETAIL 318. rAmB onul�nr�ni 4. TOP 4 BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE UHITEDTO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND v 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MIO-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS l 9 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMS ARE NOT ALLOW D. 0 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. L.M RkNK ANCHOR SCHEDULE: CONCRETE III F91NARDD1 AEh _ 2.S�MiN,EOGE�DISTANCE :•'.• _ I� " ..1 F� r G Span3.0 I�To 6 0':� ESnape Uo To.B 3". Soam Vo To 12'•0" = LOADGONN TYPE -CQNN 1Y CONN TYPE \ �' z//FFFµii ANCHOR (Ps0 �� - No PEOD4 _ C1 4t.Lv C3 C4 C5 C1 C3 C4 � Cl C2 C3 C4 CS 1/4-TiMTATCON�ORZELCO L43- I6 D 16=0'-'IS 0 30.0"I110�18.0^iB.O' 9 0 13 0"16:0"16.0" 9.5" 5.5"10.5"114.5" /I�11 o N UETRACON WITH L 3/4' _53 16.0,16_0"10.5"14.5'18.0"16,0'12.0" 7.0" 30.5"36.0"35.0" 7.4 4.5" 7.S' 10.5. - �.I y E BED(13192pSyMINCONC) 62 16.0"18.0" 8.5" 12.5"18.0,16y0" 9.S' S.5" B.5_15.0"15_0" 7.4 4.5' 7.5^ 10.5° Z 70 16.0"13.0" 7.0" 11.0"160"15.5" D.D" 5.0" 7.5" 11.5'15.0" 7.5" 4.5" 7.5' 10.5" 7 / O COMGINATI0 ��•. STATED Bq 100 19.0" 7.5" 4,S" I,5' 10.5"15.0' 7.S' 4.5" 7.5" 30.5-1150-7,5"4.S 7.5" 10.5' 2 x 5 ITYP. COT4BINA TIOIrY •c 1/4'MILLENIUH HILLFASi _ _ 16.011116.0* CORIO 43 16_0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 17.5'16.0"16.0" B.5" 5.5" 9.0" 13.5" isS "'•"' WITH 1-3/4'EMBED(3275PSI 53 18.0"16.0"1].0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5' 7.0" 4.5" 7.5" 9.5" 0 7/� NAL _ ! O MIN CONCRETE) 62 B.5" 13.0".16.0"16.0' B.S' 5.5" 9.0" 13_5"13.5" 7,0_4_5" 7.5" 9.5" I Y V, 70 16.0"L2.D" 11.0"L6.0"14_0" 7.0" 4.5" B.O" 10.5"13:5" 7.0" 4.5" 7.5" 9.6" W F 7.S' 9.S" 13.5" 7.0" 4.5" 7.5" 9.5" 13.3' 7.0" 4..5" 7.5" 9.5" I Z 1/4"ELCO CRETEFID(554 43 16.0"18.0"18.0"16.0"16.0"16.0"36.0"13.5'16.0"16.0"16.0"12,5' B.0" 13,0"16.0- 1 6.0" f x S ITYP.I 2 x S ITYP.I W 7 W/2'EMBED(3350ps1 MINC3116.0"16.0"16.0"16.0"16.0"16.0"10,0"SS.S'16.0"16.0 30.0" 6.5' 11.0"1i.0° 3 �c � CONC) 16.0"12.5.16.0,16.0"16.0 12.5" 8.0" 17.0"16.0"16.0"10.0" 6.S' 11_D_14.0" pp��2• j] tLttgTle 15.0"10.5"16.0"16.0"16.00"10.5" 7.0" 31.5"15.0"I6.0"10.0" 6.5_' 11.0"14.0"10.0" 0.5" 11.0"140"16.0"10.0" 6.5" 11.0"14.0"36,0"10.0" 6.5" 11.0"14.0" O W _ _]'MIN EDGE DISTANCE _-_ NOTE "S"INDICATES ANCHOR SCHEDULE SPACING �D c1 'a © �4 cs cl a © c4 cs Cl a c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: FI 1/4"ITW TAPCON OR ELCO 43116.0"116.0"17.5" B.P' 16.0"116.0-116.0" S.0" 5.5" 16.0"36.0" 9.0" 3.0" 4.0" 34.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE G ULTRACON WITH L-3/4" 53 1115.0"116.0"15.5" 6.4 16.01160112.0"12.0" 4,5" 18.0"14.5:.7.5" IO.D" ANCHURS ONLY EMBED(3192pPl MIN CONC) 62_1fi.0"15.5" 9:5" 5.5' 16.0"16.0` 9.0'_ 4.0 f4.5 14.5 7.5 10.0 - C4 CONNECTION TYPE USING PIECE ©WITH 70_160"12.5" 4.0" SA" 16.0"15.0" 7.5" 11.D"14.5' OUTSIDE AIJCHURS ONLY 300 14.5" 7.4 LO.O"14.5' 7.5 10.0"14.S" 7.5 10.0" y ggg 1/4'MILIENIUM MIIlFAST 43 16,0"16.0"1].0'13.5"16.0"16.0"13.0" 6,5" 9.5" 16.0"13`D" 7.0 4.0 6.5" 30_5" W WITH 1-3/4"EM (3275p51 53 I8:0"16.0" 8.0" 11_0"16,0"16.0" 9.0_ 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: p;••gg HIM CONCRETE) 62 16.0"11.5" 0.0', 9.0 16.0'13.5' 7.0" 4.0" 0.5"11.0"10.5" 5.5" 5.5" 7.5" L-a w gyp. 70 IB.O" 9.5" 5.5" s.0" 16.0"11.5' S.5" 9.5_ B.5" fo,5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y G, ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE q•F f= 100 10.5" 5.5" 5.5' 7.3" 10.5" 5,S' S.S" 7.5" 10.5"-5.5" 5.5" 7.5' LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). qv n;d (<i _ _ 1-1/4'MIN EDGE DISTANCE a`5 L/4'ALL-POINTS SOLID-5ET C3 C2 C3 C4 6 cl Q G3 c4 6 Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _m< u ANCHOR W/7/B"EMBED& ANCHORTYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v 1/4-20 SS MACHINE SCREW _43 16.D"16_0" 8.5" 10.5"16.0"16.0^12.0 5.5" 7_5"R. 12_5" 6.5" 3.0" 5_0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (3000psl MIN CONC) 53 16.0"LS.D" 6.5_'_ g.0' 16.0"16.0' 8.5 9.0 6.0" 15_5 10_0" 5.0"L4..00""' 7.0" IRAN OR EQUAL TO SHUTTER SPAN. E 62 16.0 11.0" 5.0" 7.P' 16.0"12.4 6.5' 3.5" 5.0" 10.0"10,0" 5.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. •E 70 16.0" 9.0" 4.5' 6.D" 16.0"10.4 5.5" 3.D" 4.0" B.O" 10.0" 5.0" 7.0" 100 10.0" 5.0" 4.0" 7.0" 10.0• 5.0 9.0 7.0 10,0 S.0" 7 0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM G•90 HOLLOW CONCRETE a n 3 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m g 1/4'ALL•POIN7S SOLID-SET _ 3"MIN EDGE DISTANCE ..__ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl Cl C3 CA CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS MACHINE SCREW 43 16.0' 16.0"16,0"16.0"16.0"16.0"16.0"11.5"16_0"16.6"16^0"11_0"_7.0" 11.0"L12.01' f. (3000pH HIM CONC) 53 16.0"16.0"13,4 16.0"16.0"16.0"14.0" 8.5. 133'16.0"16.0" B.5" 5.5" 9.5" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETEJI 62 Ifi.O"16.0"Y0.5'36.0"16.0"16.0"11.0" 7.0" 33.0"16.0"16,0" 8.5" 5.5" 9.5" ONLY. 10.0"13.0"16,0" a.5" 5.5" 9.5" 6. THE CONTRACTOR IS RESPONSIBLE E ENSURE THE ANCHORS ARE INSTALLED 100 16.0" 8.5" 5.5" 9.5" 12,0"36.0" B.5" 9.5" 9.5 12.0' 16.0" B.5" 5.5" 9.S" 3N ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT A+ 2-5/8'MIN EDGE DISTANCE __ __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4'POWERS SS DROP-IN FINISHES. W/I/4.20 SS BOLT AND Cl C2 C3 c4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS 66 1'EMBED(3000ps1 MIN _43_36.0"L6.0"14.W'16.0"16.0"16.0"34.0" 8.0" 12.5 16.0"14.0" 7.5" 5.0" B0" iL5_ 7 VARY FIEELD VERIFYYTTHUAT fR/STRUCTURE IS ARE NTIO IiDEQUA FRAMING FRAMING i I s CONC) 53 TB.O"16.0" 6.0" 10.0"36.0"11,5" B.0" 4.0" 7�0_9.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR WSq '$Q 52 16.0"12.5" 11.5" 6,0"4.0" 7.0" 9.0° SIDE CLOSURE PIECES. 70 1fi.0"10.0" 6.S"120.5-116.0"112.V" 6.0" 4.0" 7.5° 9.0" 11.5" 6.0" 4.0" 7.0 B.0" Ig TDO 11.5" 6.0" 4.0" 7.0" B.0" 33.5' 8.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 0.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 4/2 MIN EDGE DISTANCE SHALL BE LOCATED 1N CENTER OF NOMINAL 2"x 4"(MINI WOOD STUD.3/4• 1/4•POWERS SS DROP-IN _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINTa.4411G SCREWS SHALL d W/1/4.20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 CA CS C! C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. g p( P EMB Eb(30(IOpsl MIN 43 16A"16.0"15.0"16.0"16.0"1 6.0"14.5" 9.0" 17_S'16.0"15,0" 7.5" 5.0" 9.D" 12_D" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN 0 d CONC) 53 16.0"16.0"10.5'15.0"16.0"16.0"]0.0" fi.S' 10.4 16.0"12.0" 6.0" S.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g q,,�� 62 16.0"13.0" 8.0" 12.5"16.0"15.0" 8.0"S.0" 9.D" 12.0"12.0" 6.0" 4.0' 7.5" 8.S' HEAD(SIDEWALK BOLT),U.O.N. [& , L4^--�14 _7D 16.0"10.5 7.0" 1Y.0"16.0"12.5" 6.5" 4.5" B,D" 9.511112.0"16.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. apt ye • SOD 12.0 6.0" 4.0" 7.5' 8,5" 12.0" 6.0" 4.D" 7.5" 0.5" 12.0" 6.0" 4.0" 7.5" 8.5" 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, ¢ i 1112 5145 W/2•EYEWALL Cl C2 C3 C9 CS Cl C2 C3 C4 1 CS I a C2 C37 C4 CS NUT OR WASHER WINGNUT. RpOONROMLXNW=PE ARMOR INSERT W/2'EMBED 43 16.0"16.0"11.5'14.0"16.0_'16.0"16.0'_7.5" 10.0"16.0r.116.0" 9.0" 4.5" 6.5" 13.5' 1L MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339 (2000ps1 MIN CONC) _53_ "60'.'16.0" 8.5" 11.0"16.0"16.0"_11.5' SS" 8.0" 16.0"14.0" 7.0" 3.5' 5.5" 10.0" A 62 15,0" 7.0" 9.5" 16.0"16.0" 9.0" 1.5" 6.S' 14.0"14.0" 7.0" 3.5 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 6rwlri - DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAR oa ananwl 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6-0" 30.5 14.0 7.0" 3.5 5.5" 100 CONCRETE SCREWS TO HOLLOW BLOCK ___ 3.5" 5.5" 10.0"14.0" 7.0" 3,5" 5_S:30_0.'14,0" 7_0" 3.5" 5.5" 10.0" 412 SMS W/2.75'fYEWALL �3_16,_0_16.0 16.0 16.0"16.0"16.0"16.0"10.0"14.0"16.0"16.0"11.5' 6.0" 9.5" 16.0" ARMOR INSERT W/2.5' _53_16.0"16.0" 0°16.0"16.0"1.6.0"15.U" 7.5" 11.0"16.0"16.0" 9.0" 5.0" B.0" 13.0" 9 EMBED(200Dps1 MIN CONC) 62 16.0"16.0" 9.5" 13.5"16,0"18.0"11.5. 6.5" 9.5" 36.0"16.0" 9.0'_ 5.0" 8,0" 13.0" (� L " &0" "160"16.0" 95' S.5" B.5" 14.0"160" 90" 0"13.100 16.D" 9.0" 5.0" 8.0"113.0_116.0.. 13.0"16.0" 8.0" 33.0" � ► _► 2-3116-MIN EDGE DISTANCE CONK TYPE CZ 1 C3 I C4 I CS C4 CS ONN Ty ffm RUN- om gum Mill gm KIN Imm • • r ®�®%////����%l///%%//%I3�®, yiii/a��i/ia�10 ii � /i ', OR jai, mfs'//a�%///%%///ay/� //% W ;!��; ;��,,� •; ����,,,, �/; oo-y� 4 • ® '/// /y%%a01,VE/VIA.K12WN/6%%///0/y//!/a/% ■ma©�©C�l�mO©m©gym©mm©©®m©©©©m00�f© Billim ■mo©m©� ©moomom�m©m©o�mo©m© oeoeo : . ® %mom / � 5//169, m%�� %� ■ m©m© • • m a mm©m©a©©�o� a//5 W,,%ONEW/a/%/�i �/%//EC������®' �S%�/il%/////.F(�•�iEF��Y/ V/aa,/ / ®y %/ :/// %//IN y/ on / //// � of///.c�m / y/ /� / _- ��•. 50.1 WWI I I M I I I t q W.11,m 10 Y ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK iRANN1 BERNM00 P. ```111111111 0PEDM6549 Y MIN EDGE DISTANCE �N�`C1K•" �i Spens UD T°6'-0" 5DBnS Up To B'•3" $pans Uv To 12'•0'_ LIC LOAD CONN TYPE CONNTYPE CONN TYPE <( s ANCHOR (P5� Cl C2 C3 C4 CS Cl C2 C3 C4 [5 Cl C2 C3 C4 C5 _* N0 P'E004654 �Y 12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5"19.0; 16.0"15.5" 8.5" 4.5" 6.5" 15.5' 8.5 4.5 4.0 7.0 - 3 x ARMOR INSERT W/1-1/4' 53 16.0 10.5 5.0 _7.0" 16.0 11.0'• 6.0" 3.5' S.0" IL.O" 7.0" 3S' 3.5_ 5.0 d1 _b N '�-Y EMBED��p�.pa 62 14.0 7.5"-1,.U" 6.0" 19.5" 9 0 4.5' 4.0" 7.0" 7.0" •3.5 s m -s�- 70 11.5" 6.0" 5" 6.S" 12S'r 7.5" 3.5" 3.5" S.Sr 7.0" 35 3.5 5.0 'OT•'• TATE OF j0 m O v 100 7.0" 3.5" ).5" S.o" 7.D" 3.5" 3.5" 5.0' 7.0" 3S" 3.5" 5.0" ••4ORIDA• fffiRn wG ANCHOR SCHEDULE: WOOD (G=0.55) ";;,9NAL EN �w IY1111111 ev1' �3/4'MIN EDGE DISTANCELOAD Ul g Spans Up To W-O" Spans Up To B'-3" ;pens U°To 12'-0" 7 p m g CONN TYPE CONN TYPE CONN TYPE Z vyi99 Ri tON O ANCHOR (�f) CS C2 tl C4 fS C1 C2 C3 C4 CS Cl C2 C3 C4 CS W Ir,W x 1/4`LA G SCREW WITH 1-3/4 43 36.0"16.d 11.5°12.5 16.0"16.0"16.0" 7.5" 9.0" 16.0"116.111"114.5" 4.5' 6.0" 16.0" MIN THREAD PENETRATION 53 16:0"16:d' 8.5" 30;0"16.0"16.0"18:0" B.0" 7.0" 16,0"16.0"11.5" 4.0" I 16A" NI �x 62 16_0"-16.0" 7.0" B.5"16_0"N.Y.14.5" 5.0" 6.0 16.0"16_0"1L5" 4.0"5.0 16.0" Iwi u: ♦ AGIILLR7:- 70 16.0"16.0" 6.0" 7.5" 16.0"16.0.12.5" 4 0"5_5"16.0"16.0"1L5' 4.0" 50" 16.0" ,4� 100 160"1I.5" 4.0 5.0" L6.0"16.0"11.5" 4.0 5.0 16.0"16.0"11.5" 4.0' 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16_0"16_0" 8.0 10.D"16.0"15.5' 8.5" 4.5" 7.0" IS.S' 8.5" 4.5" 4.5" 7.0" 1-13"MEN EMBED 91/4-20 53 16.0"IDS" 5.5'• 8.0" 16.0"11.0" 6.0" 35" 5.5" 11.0" 7.0" 3S' 4.0" 5.0" SS MACHINE SCREW 62 14.0" B.04.5" 6.S" 14.5" 9.0" 4.5" 3.0" 4.S" 7.0' 7.0" 35" 4.0" 5.0" rl 70 12.0" 6.0" 3.5" 5.S",12.5" 7.5" 3.5_ 4.0" 5.5' 7.0"--I. ' 4.0" 5.0" 'a7 0iD0 7.0"3.5"m 4.0" 5.0 17.0 3.5" 0 4.0" S.D' 7.0" 3S" 4.0" S.0" 3 !14 SMS OR*14 WOOD 43 16.0"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" w{� SCREW WITH 1.3/4'MIN 53 16,0"16.0" 9.0" 11.5"16.0"16.0"15.0" 6.D" B.0" 16.0"16.D" 9.5" 4.0" 5.5" 13.0" E THREAD PENETMTION 62 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" S.6" 7.0" 160116.0"19.5" 4.0" 5.6' 13.0" o:e �pppplidppp 70 3fi.0"16.0" 8.5" 8.5" 16.0"16.0"10.0" 4.5" 6.71 OD 16.0" 9.5" 4.0" S.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" S.5" 13.0" o ANCHOR SCHEDULE: WOOD (G=0.42) =m _ _3/4`MEN EDGE DISTANCEF t j 8oans Uv To 6'-0' Sans UD To 813" SRQ is 1P To 12_-D_' WAD CONNTYPE CONNTYPE CONN TYPE E 3 s ANCHOR (PM) [I C2 C3 C4 CS CI C2 tl C4 CS Cl C2 C3 C4 j CS 9 1/4•LAG SCREW WITH 1-3/4 43 16.0"16.0191 1D.0"16.0"16.0"16.0" S.S" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" m 14IN THREAD PENETRATION 53 16.0"16.0" 6.5= 8.0" 16.0"16.0"12.5' 4.S' S.5" 16.0"15.0" 7.5" 3.0" 4.0 1L0" •� R 62 16.0 16.0" 5.5" 6.5" I6_D"16.0" 9.S' 3.5• S.0" 15.0 15_0" 7.5" 3.0" 9.0 11,0" "T 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" 7.0" 4^0" 1L0" d 100 15,0" 7.5 3.0" 4_0" 11.0" 3.0" 4.0" 11.0"15:0" 7.S" 3.0" E - 43 16.0"36,0 8S' 10.5"16.0"16.0"12.5" S.5" 7.0" 16.0"13.0" 6.5" 3.5" 5A" 10.S" A D e14 SMS OR f14 WOOD _ SCREW WITH 1-3/4"MIN 53 16.6"16.0" 6.5 8.0" 16.0"16.0". B.5" 4.0" 5.5" 5.5" 2.5" 4.0 7.5" o THREAD PENETRATION 62 16.0"11.5" 5.D" 7.0" 16.0"13.0` 6.S' 3.5" 5.0" 10.5"L0.5 S.5" Z.5" 4.0" 7.5" _70 16_0" 9.5 4_5" 6.0" 16:0"11.0' S.S' 3_0" 4,0" 8.0" lOyS! 5.5"_ZS" 4_0" 7S" ' 100 10-5" S.S' 2.5" 4.0" 7.5" 10.5 S.S' 2.5 4.0 7.5" 10.5" 5.5" 1.S° 4.0 7.5" ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 1°s 4'MIN EDGE DISTANCE y f s Svans U_�v 6_-0-0" Spans Uo To B'-3" Spans Up Tv 12'•0" MAI ¢ LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR (P50 CI C2 C3 C4 C5 C1 Q C3 I C4 CS C1 C2 I C3 I C4 CS q 5/16'ITW TAPCON%L W/ 43 16.0"16.0"116.0-116.0"115.0"16.0-116.0"15.011116.0"115.0"16.0'15.0" 9.0'114.0"116.0" S 2-1/4-141H.EMBED 53 16.0 16.0 16.0"16.0"16,0 16_0"16.0"11.0 16_0"16.0 I6,D"12.0" 7.5' 12_0" -- -W2 Q 62 16_0"16.0"14_0"16.0'16:0"16:0'15.0" 9.D`' 14.0"16.0"L6.0 1Z.0 7.5 12.0 36.0" C ®mac 70 16.0"16.0"I.I.S.16.0"l6.0"16.6'125' 8.0" 12.5"16.0"16.0T12.0" 100 16.0_12_0"J 7.5" 12.0,'16.0"16.0"12.0" 7.5" 12.0"16.0"16_0" 5/l6•ELCO ULTR/1CON W/ 43 16.0"16.0"11(1.5.14.0"16.0"16.0'10.5' 6.5" 9.5" 16.0"11.0 5.5 6.5 9.0" paMg01MIKL[H1YIOo1E 2.114'H1H.EMBED 53 16.0"13.5' 7.5" 14.0 7.5" 7.5" 13.5" 9.0 6.5" m 62 16.0"10.0" 6.0" 9.0"'16.0"11.0' S.5" 6.5 9.0" 9.0 6.5 15-2339 S ' 70 15.0" B.0" 5.0" 8.0" 15.5 9.5" S-S' 7.0" 9.0" 6.5" SCALP. - S i 300 9.d' W .S' 6.5 9.0" /� 5.5" 6.5" 9.0" 6.5" ►ASB PROCR VT1oM1 tD -C37-C4 _ 2'MIN EDGE DISTANCE CS C2 C3 C4 CS_ CL C2 C3 04_ G5 Cl_-C2 C3 C4 CS *12 EMS W/2-EYEWALL 43 16.0"16.0 9.5' 11.5LEV Ifi.O'14.0" 6.0 B.0" 16.0 14.5" 7.5" 3.5" 5.5" 11.5' l9 ARMOR INSERT W/Z'EMBED_53 16.0 16.0" 7.0" 9.0" 16.0"16.0" 9.5' 4.5 6.5 16.0"11.5" 6.0'• 3.0' 4.5" 8.S Q- 62 16.0 13.0 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"LI.S" 6.0 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET ,I 70 6.S' 3.0" 4.5" 9.0 115 60 3_D" 4.5 B.5" 9 FOR ANCHOR NOTES. L•) �J -.- 10(1 11.5" 6.0" 3.0" 9.5' 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"