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HomeMy WebLinkAboutProduct Approval r Property Information Building I-nformation Owner: Searl Wind Zone: 160 MPH. Address: 55 San Luis Obispo Exposure Category: B Ft Pierce,F134951 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number . Zone Width(in) . Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 114 84 7 28.5 -31.2 ----.._.........................._ --- —....._......._................... -- -- —...._..........------------._._.._..................--—.._..._..._.........__.._..__ ......._..... _._._............. ..._ 2 End 102 84 7 28.7 -36.0 ----....................._............----- ---...... __._.._ _........_....__._...__.._.._.._....._........................--- —.._......_.._.._....__...__._..._..__._._.._..... __.—.._......_.._... 3 End 102 84 7 28.7 -36.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.61h Edition(2017)Florida Building Code. Page 1 of 1 . 7 4 `L�. BCIS Home Log In It User Registration il Hot Topic i Submit Surcharge Stats&Facts i Publications FBC Staff� BCIS Site Map ; Links Search i b a Product Approval . � f6111 USER:Public User �e?:xersr . Product Approval Menu>Product or Application Search>Application List>Application Detail ;5 FL# FL13757-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived J 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.Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L BLANCO,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI Indeol.p_df FL13757 R6 COI Indeo2.odf FL13757 R6 COT Tndeo3.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 f ! Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Eauiv Eauiv1,odf FL13757 R6 Eauiv Eauiv2.odf FL13757 R6 Eouiv 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 Dwal.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 installation drawings for allowable FL13757 R6 AE Evall.odf 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.ndf 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 Eval2.1)dF 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 Dwo3.odf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Eval3.pdf anchorage,etc, Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an 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 notsend 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 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 an be made available to the public To determine If you are a licensee under Chapter 455,F.S.,please crick here. Product Approval Accepts: cled�,Card safe f .8 STREAMLINE SHUTTER, LgAN(LBEU7URCOf E \\� 6519 f.ti;I> GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ _ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING ' Na PEOD4654 CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE _* ZONE,AND THE INTER ATI NAL BUILDING CODE(IBC)ANDINTERNATIONAL RESIDENTIAL CODE -UNLIMITED w1O7H---- - e ((IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED 1N n ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION %� STATE pP 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE STATE IGGu of DETERMINED PER SEPARATE ENGINEERING,IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REIp REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN N , PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY A555MBLY AS SHOWN. T T I I I I I IL W v. 3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM ES886/E1996/E330. f� 4. SASFETY PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 m g S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND qq 20NES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW u Gi^ II CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. yg 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd o 1.6 WAS USED FOR WOOD ANCHOR DESIGN. =d 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE in,@ b w 3 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 �"N SHALL BE USED. 5 8. SHSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y E 9, THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL x ONLY BE USED IN CONIUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME f a + PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER [� ni THESE R THE DFLORIDAOCUMENTS ADMINISTRATIVE CODE. u' 6 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR'DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. p c a S in It. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL 12. WHENMTHE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM z OFFICIAL MAY RE%JIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND TRACK S SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE I DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAIJTING HIS/HER APPROVAL LOCKLNc MEcnnrvrsM,SEE Ip:1 13. EACH SHIIJIfER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: 3 c S TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL TYPICAL ACCORDION S L MISSILE LEVEL D-ASTME1886 E1996&E330 1 SHUTTER ELEVATION TAS 201 202&263 9r� FLORIDA PRODUCE APPROVAL NUMBER TABLE 2 1 N.T.S. EXTERIOR ELEV fi 14. ALL EXTRUSIONS SHOWN SHALL Be 6063-T6 ALUMINUM ALLOY,U.O.M.,WITH A MINIMUM Fy OF IS A 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"O OR 3/16"O 5052 ALUM.ALLOY. 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL p s BOX LOCK AT CENTER OR SIDE CLOSURE. HWHZ FACILITIES iS 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SB. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER g d 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS S 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >301ABOVE 530'ABOVE >301ABOVE 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE .GRADE GRADE s! 5 22. SHUTTER MAYBE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK. 23. SEALANT SHALL BE USED ON ANCHORS OR TTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1/4' 1-618' 2-N' 1518• TABLE 1: 9g" 3-1/2' i-718" 3-518' 1-718"a gg� TABLE 1 NOTES: 120" 4.118" 2' 4-1/4" 2' i I. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4-718" 2' 6' 2• ya ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE D tlr MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ' SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIOA. 'AT EACH TERPO ATI SHUTTER SPAN. 2. NON�HVHZ:DEFINED.AS ALL LOCATIONS OTHER THAN MIAMI-DAOE COUNTY AND 13ROWARD COUNTY Awfffiml NlPOPPE ' POSITIVE NEGATIVE 2 LINEAR INTERPOLATION BETWEEN SHATTER - F[�p0�- SH SPANS IS NOT PERMITTED.FOR SPANS 15-2339 DESIGN OEStON 3..NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SFAN - PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A i �PSF� (PSFl DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". tAa.CgOImRON: SPAN SHALL BE USED. 4. .INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL ` 72" 100 1DU HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/0'WHEN>30' B9" 70 70 ABOVE GRADE. 5. UNEA0.7NTERPOLATtON BETWEEN SHUTTER SPANS IS NOi PEIfMITTED.FOR SPANS BC-TWEENTHOSE 19 120' 63 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 6, SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH.ASIM L,'144' 43 40 E199__ u f"A"w6510E9""AN .rS.. PROJECTION VARIES �,,,,ppN1.`.••• _ }-2.874' 4.874"MAX. :��`C: L S'• �D.lis• a PE0046143 42 . N^ .0.0}62"T 0-4.-50.' 0.125" •1.706- 0.100• 1,70B' 0.100• �a- 0.080" }0.063' !._. 0 0.95 0.195' �f��g y'1 7.•00 T.F1��7JO"•AN�or-0 06 0.060' 0.6 0.062" 1.908" GII _ *Q o�y1 0.125' . '•�A+' m 0.02' 0 0062" 0.143' 0.630" .630• _-L 0.97ri ' E�. �49UVO• 0� � 0.062" �200" ' .L 0 1 0. 0.630` 0.062, b A 61 4069" II 0.062"�0W WSUPPORT LEG OPTIONAL 2.094 0.062 }I aF1 �9 � 5.745`MAX. -5.745"MAX. N i (DWALL O BUILD OUTWALL 3O STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER/SILL om s SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE O WHERE SHOWN,SCREW BOSSES 8.FELT GROVES ARE OPTIONAL rd$p ON ALL EXTRUSIONS :LSS -2.195" {--�0-510' {-2.195" 1.230" .8 1229'• Irp I 0.060" I ti 0.305' K IL o 0) 9 I I 7.5 p o IY 0.7{5' 2.655 r1 li0 In I m 1:0.105 I iI ' '2j."362' 4.84• zm. 1.069' • 831• 4.510'D.075• .< 0075" ei '0.105' .,a O -__ N •6 .i 0.105" I - I Ii I _...(_..._....,-�1 0.994'1 �L$,- 0� 9 3 - 4.510• 11`-__ -_-.�. I _ --_ •�- NOTE:TESTED THICKNESS OF lllZc a 0.781' -� ---. }--4.510 -3.506"� BARE METAL W/0 PAINi IS 0.03970 ' SILL Og SILL ADAPTER Og EXTENDED SILL 1p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE $ SCALE.HALF SIZE SCALE:.HALF SIZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE ` 7 F R fill ' 0.477" 0.000 1.570' 0 510" 6 0.193• 0.143" 0.590" 0.3a1'�f j � 0.070' D245" I01.708" .143" a�d�¢a d� d'4pppa 0.096 � -r0.060'-jl- m g --(- 0.115• (( 0.0801.11 0.337• OIL d I 0.090".may 0.096" 4.510• I �D.IeD• ry ;j D.Deo" ������ �qo o.oeD• � 1 O.uaa^ o.z27' 0.682' 0.630' 0.060" � I i i. rI L®IVfmrt 0 693' i-••--'I_• 15-2339 ` NOTE:THICKNESS OF BARE 2.022" -1.625"� }-+0.420' �, - - P5J METAL W/0 PAINT IS 0.039' !Age mm, lg 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 77 6.8 STARTER Ig WALL SILL CLIP igb WALL SILL SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE ' NIIU/KL WANMDO P.E 111111111 I I IJ7 11 PEDD46549 :�::,•',, NYLON WASHER OR �` K -{}-0.125" 0.610" STAINLESS STEEL - ,qa0' ALUMINUM 111------LLL0.357" •'••�I: �l•N�•. - •. ASSEMBLY I r0.Q50° Nop F - 0.320"0 HOLE N ro.0 0.276" b c, 1. N Z o S10 x 2-3/4'410 HF S.S. 65 Q NYLON ,a•I ,r L" $ INSERTS SCREW W/TC ULTRAC07E 'T--• D 591 _0 ?�- 98 g O.BB0 0,05 WHEEL 1V 10 r0_120 c IN COATING ^'T1= o N ri �--1- T �• TYP TOP B�BOTTOM N 0.062"�1. -0.240" L TRACK ( II ��IG''•...n TATC•'pF ��I11m I NYLON BUSHING W/WASHER: L_• �i�/ --. IDA �J] G m E �I I TYP.AT EVERY OTHER O.B70" 0.750" 7/16"0x1/2"@ INTERIOR 30INT TOP 0,154"� 0.137' .�,q .. [f� I:tn r - 5.MAX. INSIDE 30INT AT TOP. 7/16"0x1"0INTERIOR301NTBOTFOM ��/- EN �W 0�.1iS CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I I I11111 �Q g7 C 19 ANGLE HOUSING-ZINC DICAST,POWDER COATED 7 i O ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (9 Va g SCALE IIALF SIZE 22 NOTE: MAY BE KEY OPERATED OUTSIDE SCALE! SIZE SCALE.HALF SIZE SCALE:HALF SIZE z = OR KEY/THUMB TURN OPERATED INSIDE. LLIN _ ti {0.250" L3 BRASS PUSH LOCK 3W i SCALE:HALF SIZE � N W e R0.155" 1•B78" 2.125' 4.000• 0,236' ---1.742 0.286" 1.603"t" Of267' N R0.500" --1.710" -1.2240.500' Y�.49 0.623' 0.090" 0.319" m 0.531' 0.531 I1 0.089• m o D.2 " �26 2.250" I 'm �z6; r 0.607^ 1 0.607 .9 W250 5 s fn 0.118" ��-0.224" -I� m, m y 1; ' u�i• 0.060" r0.240" .� 1- -i.:-7 .+•-0.i .' .m y31 S"' �2.750"--1 27 RAINGUARD 2g DECORATIVE FLOOR TRACK6" A T 0.240• rii�zm SCALE:HALF SIZE SCALE.HALF SIZE O.I60"' 0.222"-1 t 1.001- 0.062 0.062' 0.062" 0.176' c 30 UNIMATE LOCK - MALE BOX CENTER 32 FEMALE BOX CENTER O z SCALE:HALF SIZE SCALE hIALF 512E SCALE-HALF SIZE �F31 a1-0.062, '• .5 _ {--}0.40D• :aoc; m ri �5.500'x 13/16"WIDE- 7/I6"0 EELVSTAINLESS -BfI R ,A E.167' STEEL NUi 'j 3! t -T- -- 30 - 0.125' - li N 1 0 0'438" BABB• 5/16-18xl MACHINE SCREW v b0a' TYP. $/16"P3INEERNAL STAINLESS STEEL R5'S 0.121" 51. 0.689" POWDER COATED,ZINC DIE-CAST THREAD _SECTION A T-LOCK ADAPTER 3'7 T•-SCREW INSERT 38 THUMB SCREWE VARIES OFLLTA MODEL 20L2 1400 40b 40cIbUSTRIAL SYSTEMS (OPTIONAL) SCALE•FULL SIZE SCALE:FULL SIZE 0.254"35 BOX LOCK SCALE:HALF SIZE END STRIP 1" 1.19d11SCALE:HALF SIZE --2.000"--- 2" & 3" EXTg 1.625'� f-1.500"-} CALE: HALF SIZE D.lzs• p 0.050' 0.093"7 e 9 K P im 0.085" 0.125, WPu60RIH91116/W100PE o g 0,093• n1 15-2339 0.250" c ry 0.085WAM ' ri 7.OD0• ---- 91) 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 39 2X7 ANGLE SCALE+HALF 512E SCALE.HALF SIZE SCALE:HALF SIZE Cr� SCALES HALF SIZE r`.1J1 L7 IMF ART,P.E 1 � c.,I�-Sy ANY ANCHOR PER ANCHOR EDGE DIST' Rs SCHEDULE 18°O.0 EXISTING DIST. GLAZING SEEENDSTATIC�1E'"SCHEDULE FORMIvt: ND ry ry SPAN WHEN USING; A .ANGLE EMBED IIIWWWaRRR 20,40a,40b(3R.a0C, w 17 r (INTERIOR) LEG D RECITON II it ¢ R; / 1/4" OR 6.8 START •• o EMBED. Fhj ( 17 • 4 7C 17 - ! — —IMF• WITH 21 OR 2 QUO t1,d 0f MIN.0.062"THICK 6063 T6 ALUM. ' 30 ANGLE 11 x 1"MIN.TO 2"x S"MAX. 21 25 EDGE c — --- -- � _ (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE DIST, -�6 ANY ANCHOR PER ANCHOR ((277.t 10x1"SCREWS AT SCHEDULE @ 18"O.0 CORNER,TOP&BOTTOM;AND UI C g ATTACH TO 6.8 STARTER W/ t m g 73 13 13 812 x 1/2'GALVANIZED OR Z yg 9 ` 13 012 x 112"GALVANIZED OR S.S.SMSVA S.S.SMS 3/16"0 ALUM.POP 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Oh 1/4-20 MACHINE .41u z USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT 018"O.C. E END STRIP D All BOLT MITT®18"O.C. (EXTERIOR) 5116-18T,LIUMB SCREW INTO THREADED SIARIER AND ANGLE ( INSERT('3-0 AT 1/3 SPAN TO 2/3 SPAN T-0'• ANY TRACK W/ ow •• SCREW BOSSES. w O W FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDUL .4 TYPICAL PLAN VIEW HOLE SHALL BE 3/8'MAX WIDTH,UP TO PSF 6 SCALE 3"=1'-0" 1"HEIGHT. I-BIG(2.T-) 02 R /0 2 USE(11 BRASS PUSH LOCK 132 OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2"BIC,(3.7') 52 SEE END STRIP SCREW Ip�O THREADED Y .A INSERT 77 AT 7,3 SPAN CENTER MATES SCHEDULE FOR MAX. y, 1 TO III AN f--ROM ._ SHOWN ON RANDOM 2 SPAN WHEN USING 'sue 807TOM OF SHUTTER. 30 DETAILS 3"WO®(4.7") a d 20,40a,40b OR 40c,RECEIVING HOLE SHALL BE 13 003/8"FIAX W107 H.UP TO f 1/4" OR 6.8STARTER1"HEIGHT. 3D ALT.1'BIO — @� AX. WITH 21 OR 25. .93 *1914 (2.7") 2 ` K§ m --- 1 \ 0 40 USE APPROPRIATE 132 75' ` STARTER STRIP l0 g 5 B3' _ b 0 20 FOR CLOSURE • A0.003" 13 - BUILDING CONDIMONS. j 23 — 21 64 0 11 FASTEN STARIER STRIP c 0 6 TO TRACK W/(2)tIlOxl" v (INSIDE) 737 SCREWS AT CORNER,TOP xo125" 6 2 ALTERNATE END STRIP DETAIL 8 BOTTOM J n SCALE.3'•=1-0" ANY TRACK W/SCREW 13 Qw 860 1„ BUSSES. n Y 0 1OT R � am I W 1 H LL FOR GREATER SPANS OR LOADS IMAM C) SILL W SNOWN IN END STRIP SCNEDIAE.END (� O S7RIP5 REQUIRE A I'1I1'.090-CUP ANGLE r Mw SP1IRNIN1G A"ANCIMI ON TIRE EXISTING GLASS a LL..b ge Z AMC1100.5RIEWLES 114U/1•TEK - 0 1 v 13 SCREN DR 114.20 SOLTTO END STRIP. i' 30 Now USE(11 BRASS PUSH LOCK INSIDE 8�d��a9 ' USE 111 BRASS PUSH LOCK al-� OR 111 S/16-18 THUMB (INSIDE) E UR 111 S/t6-18 THUMB 30 13 ��n SCREW IN-1O THREADED d a SCREW IN�O THRE,,DEO a� INSERT 37 A7 1l35P AN SILT.? RAM INSERT 071 AT 1/3 SPANP:g TO 2/3 P'AN FROM TO 2/3 Sl'?�N FROM BOTTOM OF SHUTTER d BOTTOM OF SHUTTER (OUTS R RECEIVING HOLE SHALL BE IDE) d 3/8"MAX WIDTH,UP T ' 1"HEIGHT. 23 TYPICAL OUTSIDE CORNER CLOSURE 5 30 CC1 DETAILS WO/CORNER POST ---- R NTS 13 CO COPDEOIORVRLEBw1D0PF 13 31 215 ,3 3 (OUTSIDE) 15-2339 SILL ` USE I11 BOX LOCK AT 1/3 SCALM G6Pflatll {R SPAN TO 2/3 SPAN FROM ry BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE r,g i CC2 DETAILS WO/CORNER POST I�g MULTIPLE SHUTTER ASSEMBLY C NTS Z(SW SCALE.3'=1'-0" - Ewn I .. mmic l,BEIMNNOf r e CI CONNECOTYPE REFRENC FOIR MAX.RTRUCTURE HOST ` �q�01ffi4�t/f!/y/ SCHEDULE SPACING MAX.. /. i'• `�. Cl CONNECTION TYPE 1/4-20 MACHINE BOLT \ REFERENCE ANCHOR 112" _'-UT [d 12"0 C OR `k% p SCHEDULE FOR 14AX. ;� 1 2 R 14 SMS @ 6-0.0 -t� V SPACING /" ITYP.TOP b BOTTOMI -.a uI ID N ALUM. TUBE ` �OT••,, �.7 O� ' 2 FASTENERS 6063-16 ALLOY EACH ANGLE' SEE TART r A FOR SIZE. I p i W q 80R 6 Z' If ��� ALTERNATE THRU BOLT / 1"x 2"x 1/B" } Cl CONNECTION TYPE OR 2"x 2"x 1/9" _ REFERENCE ANCHOR MN.GLASS O= rp u7 ALUM.ANGLE - ° - SCHEDULE FOR MAX SEPARATION 19 13 } �•L } } SPACING PER TABLE2 THREE 3/16"0 ALUM. ° + I}I GLASS ((( 1. POP RIVETS.OR I I A I OR DOOR----I( X�^�4 3Cr THREE H125MS,TYP. ° 173/16-0 ALUM.POP '; �\�` u 4Fw p°LLWIC ad°� 17 RIVET OR 012 SMS cco la"D.C.nYP) i I:/ '9C Tc• 55OoD11 TABLE Acc) 1 l7 F. tD p =� W F� �V PRESSURE VS AILOWIl6LE LENGRI MAY USE MALE OR 0 M N PSF 2No 81b� 3No silo FEMALE LOCK-SLAT wo 1/4"MAX FROM PIN 13 ALTERNATE THP.0 BOLT GUIDE TO BUSHW GIN 61 13V 166' C5 CONNECTION TYPE Cl CONNECTION TYPE 72 ]]4' 179` O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR '"'-: --�' WASHER{TYP.) N !i 172" CC3 NTS - SCHEDULE FDA MAX SCHEDULE FOR MAX. 9I 114' 16S SPACING -_�}�/ 11Lx3/t"SMS C:6 9"O.C. 1- � ANGLE TO TUBE CONNECTION vJ fOz 110' 16(` 2'•x 2"x.12 s' •,.z°`�� 6' 320 1D4' 14r� TABLE 9icc4) EXISTING HOST EMBED. 6063-T6 ALUM TUBE STRUCTURE 5 CONNECTION TYPE 150 qT 131' td G�fj PRESSllItE VS ALlt71YA6lELFNG1Ti 2 O, 114, �1yt1/ EDGE DISTANCE REFERENCE ANCHOR PSF WITH OaU M"1I1,fo SCHEDULE FOR MAX F 1- w BIO SPACING y O 62 11D' 166" FASTENER C°T 18"O C. � E 37 72 107" 15T (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT Ivf0U11T SECTION Z 62 101" L4T IN ANCHOR SCHEDULE). SCALE:3"e 1'-0" ° •� 92 9V 1391 T, °1 101 90" 13Y A 120 gg' 12T W q15D 74' 109" [^ 200 64' 9T 2-x 2"x p rc 3/16 RIVET OR p12 SMS 090"6063-T6 I'11v GLASS —13 j Cdl l6"O.C, OR 1/4-20 ALUM TUBE TYP. jl .°pEk TABLE" �0 NUT &BOLT(TYP.). 17 a a3� �6OLU1.1,POP P) a GLASS 2 % 02 m RIVET OR fY l2 SMS Ya OR DOOR a oar yy ALUM. TUBE p Is-O.C.(TYP.1 E`�`n £ uN 6063-TG ALLOY 2".S"x 1/8" SEE TABIE B FOR SIZE. 2 FASTENERS x CON1IN000S EACH ANGLE ALUMINUM ANGLE i-x 1"x 093"6063-ib OPTIONAL ANGLE INSIDE, 3 THREE 3/16-0 ALUM 17 ORIENTATION TYP. 17 w 5 6 I ALUM.ANGLE,TYP oPOP RIVETS OR t7 THREE N72 SMS,TYP. mEEff0 1"x 2"x 1/6" 4 CONNECTION TYPE13 OR M x N1 x 1/8" ' ' ' SCNEOUREFEREILEEFORCMAX ' � ALUM.ANGLE SPACING W70W81R=L PE USE MALE OR FEMALE _ LOCK-SLAT --EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL Iv1QUNT SECTION tt12 x 1/2"GALVANIZED SCALE:3"a F-0" CC4 TYPICAL CORNER CLOSURE DETAILS DR s.s.sns,3n6 m ALUM. SIDE CLOSURE OPTIONS POP RIVET.OR 1/4-20 141'S MACHINE BOLT&NUT SCALE:3"=V-0" C°1 18"O.0 . �RIINK fi5Ba99lNARDB.P.E C5 CONNECTION TYPE REFERENCE ANCHOR EXISTING z j SCHEDULE FOR MAX, STRUCTURE o O K SPACING - S"MAX /-1/4-20 MACHINE BOL�TQQ:'••,I •,Q w 0w._ ¢ REFECI RENCE ON TYPEANCHOR / W/NUT @ 12"O.0 el- _ GLASS O s GLASS w 19 1t14 SMS @ 6"0 C.- No OR DOOR r y OR DOOR—• iL w>_> SCHEDULE FOR MAX. } ..... MN 13 ]N L J SPACING 1/2'• (TYP TOP 8 B0TT6MI 1�-y• p N 7t MIN. 13 Nuwi vain GLASS N�ONQ !2" ,:.-IV 1/c••-20 THRU BOLT W/ GLA55 4= Q N14 x 1/2"SMS @ 12"0 C. EPARA7IDN PERz Z z r w t: �0 W M LOCI(NUT(p 12"0 C OR EF'ApERTI E r OR��3/16"0 ALUM POP TABLE 7 =lu O N p m �OR(6]OR/ T�S.,. Wri' p 12 x 1/2"SMS @ 12'-O.C.E.S. F. RIVETS 6"O.C. OR 1/4"0 w o OR 6 J i In&Y OR 3116"0 ALUM.POP TABLE 2 !/ s/ ¢ RIVETS @ 6"O.C. E.S. i ALUM.POP RIVETS @ 12"O.C. G R 1/4"0 ALUM.POP RIVETS I' - N (11 AND 0 @ 12"O.C.C.S.---- ASSEMBLY 1/4"MAX.FROM PIIJ SEpARA7510N 13 r-w a t/4"MAX.FROhI PIN w 1/2"TYP. GGUIDE TO USH NG PER TABLE 2 r m=w n 4UC O9 AND 10 GUIDE TO BUSHING WASHER ITYP.) inww W p ASSEMBLY WASHER ITYP.I m GLASS U)2Z,'m / 1/2" 1/2"TYP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR Z Z 3 �W� W BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u - 4 m Q U) danrl m / SCIJEDULE FOR FLAX )_ uoN pLu w -C4 CONNECTION TYPE DIST, EDGE REFERENCE ANCHOR SPACING g / SCHEDULE FOR MAX -' F / DIST. SPACING AS SHOWN w1 1I,•„ --C3 CONNECTION TYPE IN DIAGRAM ON PG.9 W•{III— �OR 6 OR GI yy/CCCJJJ REFERENCE ANCHOR EXISTING CONCRETE, U 3 O 6 m ` SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4-MAX.FROM PIN �fffiiil / T SPAC IIJG,ALT,FASTENER Cl CONNECTION TYPE /2 GUIDE TO BUSHING / - I 5 AN•� LOCATION.FRONT AND REFERENCE ANCHOR 1/2" WASHER(TYP.) q)! l 1/c"pIAX FR01.1 RACK ANCHORS NOT REWD O INSIDE MOUNT SECTION SCHEDULE FOR MAX 1 W PIN GUIDE TO SCHEDULE FOR MAX �V gg� WITH THIS LOCATION SCALE:3"=1'-0" SPACING aO.. 5 CONNECTION TYPE Ia„C+ $ BUSHING WASHER O INSIDE MOUN1' SECTION REFERENCE ANCHOR y ,,, (TYP.) SCALE:3"a V-0" EXISTING CONCRETE, SPACING OO M BLOCK OR WOOD FRAM. EMBED =m BUILD OUT MOUNT SECTION g a TYP BOTI OM EXISTING CONCRETE, SCALE•3".V-0" E BLOCK OR WOOD FRAMING 7 E g EXISTING I.. NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, /�J1, EDGE 015T 4 CONNECTIONREAN TYPE STRUCTURE S! 14 THE BASE TRACK MAY BE INSTALLED IN SECTIONS / REFERENCE ANCHOR EMBED 5 CONNECTION TYPE WITH 1/4"GAPS PROVIDED THAT EACH SECTION HAS m SCHEDULE FOR MAX. REFERENCE ANCHOR X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E SPACING SCHEDULE FOR MAX S MINIMUM OF 12"LONG.THE SILL OP,CEILING TRACK w - 5 6 SPACING USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 15 OVER THE GAPS BETWEEN SECTIONS. �1 UR 2Q w a r 1/2" M Fw w o GLASS u D Kw w OR DOOR ASS 13 r 1112 x 1/ w W w Sq a 2"SMS(u7 12" EPARATIO = i � wr-1 O.0 OR3/16"0 ALUM. PER vl pNQ III 13 ~.SW 84848E wj7 PUP RIVETS@6"OC TABLE 2 X. mzr GLASS OR LLI,pN.GLAS y2N=� ����a IIII W W OR 1/4"0 ALUM.POP Q mO a DOOR p RA I �r Z N m Y 13 7) sue RIVETS @ 12"0 C. Y a q 4 ,�,JJ €€ `7 MIN GLASS r r o N m u N PER TABLE 2 X W R z r St 0!t K SEPARATION _ Z— Q l� `� _ Q IL PER TABLE 2 X w 4~ V AND© a Q•., 1/4"MAX FROM PIN 7/4-20 S.S MACHINE o a u L u ASSEMBLY 1/2- GUIDE TO BUSH1146 d SCREW 8 NUT @ u N 1/2•• 4 12"OC Q TYP. WASHER IT YP.) w F p GLASS OR ODOR 1/4"MAX.FROM PIN m o x w 4 CONNECTION TYPE 1/2" GUIDE TO k3LT5HING Q GUIDE 1 D BUSHING 4 WASHER(TYP.) A ry x WASHER(TYP I EDGE REFERENCE ANCHOR 5 6: EXIST ING CONCRETE, DIST. SCHEDULE FOR MAX cormauffRKLUNWODPE I s m SPACING AS SHOWN 2 CONNECTION! TYPE ry BLOCK O WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR 15-2339 _ FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. Woos. OR SCHEDULE FOR MAX SPACING E_nnsawr D "x 3"x CONT / 3 CONNECTION TYPE J#12 x 1/2"SMS @ 12" SPACING ALT.FASTENER _ 063-76 AL',M.ANGLE REPERENCE ANCHOR 0 C OR 3,116"0 ALUM. LOCATION FRONT AND CXIS7ING CONCRETE, AY BE REVERSED SCHEDULE FOR MAX.. POP RIVETS @ 6"O.C. BACK ANCHORS NOT RED'U BLOCK OR WOOD FRAMIIJG S SHOWN DASHEDI SPACING OR 1/4"0 ALUM POP WITH THIS LOCATION 99 RIVETS @ 12"0C. O CEILING INSIDE MOUNT SECTION O U�ALL/BUILD OUT OD WALL MOUNT SECTION SCALE:3"e V-D" SCALE:3"-V-0" SECTION SCALE,3">1'-0" 0 . 111I ,jFN!�6ry1IKL BENW D0 P.E. MN GLASS GLASS SEPARAIIO Z OR DOOR�]IIIIPER TABLE 2— _ 0 t w o= - GLASS OR F w o DOOR * NO PIE 009.65 ;O t••.`.. N m 6 GLASS OR MTV GLASS _ DOOR SEPARATION 'W'. Y _19ry X N N ¢w PER TABLE 2 .-I I a ¢ M17 GLASS w STA • .. =fx..W SEPARATION K m R fpp PER TABLE 2 W 1 a K ' r f- J w 7V•'••ow x xzW m 13 a wO:'A 13 X Win m E J o z Cl CONNECTION TYPE a �o z /Z` 1 wa REFERENCE ANCHOR T_ U f_ - 1/4"MAX FROM PIN GUIDE 2B a¢ a W ON 1U lu BUSHING WASHER(TYP.1 W SCHEDULE FSPAC NG V3� I TWO 1/4"0 WOOD 250" En LAG SCREWS La 24^ C4 CONNECTION TYPE J- .250" aw i. 0.0 MAX WITH 2" REFERENCE ANCHOR / �p THREADED PENETRATION p SCHEDULE FOR MAX. EMB."T' T"INTO SMS(aEMIUSPAN BETO EEN /w I SPACING �w - 1E 186 STU05 FOR TRACK TO 1"x 4" / / EXISTING HOST STRUCTURE y PLYWOOD R T1 CONNECTIONION STUCCO fIJ15h "x(,"x.125" r• ¢ 6063-T6 ALUM.TUBE �� {T'p _ O DECORA)1VE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL ti5 THIS DETAIL TO E USED WHEN STUD SPACING v SCALE:3"=I'-0" v SCALE.3"=l'-0" K�i EXCEEDS THE MAX USED ANCHOR SPACING. f- VJ O WALL MOUNT SECTION THIS DETAIL MAY a C ALSO BE USED ' _� SCALE:3"=l'-0" AT TOP a m EE O ACCORDION SHUTTER w m PER PRODUCT APPROVAL f -GLASS f- o MR GLASS OR DOOR F m F 2 SEPARATION 13 a M II PER TABLE I EXISTING WOOD IG=0.421 APPLICABLE AT TOP z TRUSS OR RAFTER X a X a @ 24-MAX.D.C. p AND OR BOTTOM E 0. a s E 'A2"OR 3" S 14 EXISTING FINISH I I ,I MATERIAL E' 2"MIN. (, 16 1/4"BUSHING FROM PIP!GUIDE A x . x ANGLE 61 THREE 1/ S-`J 6 61 TO dU5111NG WASHER ITYP 1 ALUM.ANGLE Y!/TfIREE iI ii ii 0 s 2"%3"x'�'MCONTINUOUS OR "( 2.175" 1/4"TILE(TYP.) 1/4"0 WOOD LAG I II II W G 2"x2"x W x CONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/4" 606146 ALUMINUM ANGLE MINIMUM THREADED II a,t a 3/L"PLYWOOD PENETR.^T"IN WOOD(0 S 6 0.9"MIN.THICK6061-T6 ALUM TRACK X —1/4"0 A325 GRADE 7HRU BOLT @ 7"O.0 EACH RAFTER OF TRUSS. Al ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 E OR 5/16•'m A325 GRADE THRU BOLT @ 12"0 C. 24"O.C.MAX WHERE - _. MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.5 ANGLE EXTENDS BEYOND EXISTING 3 KSI CONCRETE AND 9.O.C.FORTHE BALANCE LAST TRUSS MORE THAN W 6 $$ HOST STRUCTURE WITH E 0 �-- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU IJI! yf0 ELC0 ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NE EXTEND ANGLE TO _ C 3"FROM ENDS AND 4"D.C. 2-1/r MIN. STRUCTURE(300D PSI MIN) l NEXT TRUSS. w =o r pppp y OR LAG SCREW 9"O.C.W/1-7/B'• 1-w]� C jig FOR BALANCE WITH 1�/: MIN.Er18. IN W 000 SG=0.42.TO 0.55. 73 ==a i e 1 MINEMBEDMEN.-D211: MAX.DES110 LOAD AT V-01MAX SPAN: EXISTING CONCREIE. wm MIN EDGE DISTANCE, t 62 P.S.F. HULLO W BLOCK OR / ut l7 a W a WP1I�RBMILBIWOOfE STAGGERED WITH 3"MIN. MAX DESIGN LOAD AT V-D"MAX SPAN: WOOD FRAMING.SEE X z a 2,r x s"x ve color a a 1S 223 99 SPACING,TYP. t52 P.S.F. A14CHOR SCHED. ALUM ANGLE(6063-T6) a¢ _ 1:3UILDOUT MOUNT UASED ON TYPE OF " uIA •�' HD STRUCTURE (MAX.DESIGN LOAD s 72 P S.F 1 a �•c•Oecovmo•I ILIL SCALE.NTS Hb PASS THRU DETAIL `/� TRUSS MOUNT SECTION 91 SCALE:3"=1'-0" V SCALE,3"=V-D•' EXISTING HOST ALT.LEG DIRECTION STRUCTURE-11/4-ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM -ROUND WINDOW EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ` 1 AX� (2)6063-T6 ALUMINUM TOP OR BOTTOM 4 ANGLES PER BEAM END,SIZE6549 :0 1/2" PER SPAN TUBE SCHEDULE _7t _ EMBED. 1 SPAN TUBE PER - DESIGN SCHEDULE •; EDGE OF ACCORDION W ACCESS HOLE 114-20 MACHINE BOLT W/NUT @ Q,�'•, E INSHUTTER BLADES UQ - O.0 OR#14 x 3/4"SMS 6'OC,TYPICAL P-- 1/2fnL 3.5-MIN "MAX.3"MINEDGE2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 Z u�ROUND WINDOW ASSEMBLY) EXISTING Q SEPARATION o �T. MAXIMUM OF 3 WINDOWSGLA55 OR PER PER EVERY OTHER BLADE DOOR Itos 1 LIGHT-N-VIEW WINDOW DEDGEE r1/2•MAX INN �° � $ N.T.S. ANC EXTERIOR ELEV =m I 0 U' 3 16 1/t'•I1Ax.!'ROH PIN GUIDE n N F TO BUSHING'WASHER ITYP 1 n •1 a ACCESS �314-20 MACHINE BOLT W/NUT 0 1/2' HOLE 12`D.0 OR R1A x 3/4'SMS 6"O.C. m 1 2.875'0 HOLE TO - SPAN TUBE PER w g RECEIVE ROUND EMBED. DESIGN SCHEDULE a JS7 WINDOW ASSEMBLY 2X. _(2)6063-T6 ALUMINUM A 1- Epp ANGLES PER BEAM END,SIZE 6 PER SPAN TUBE SCHEDULE .,b� o: n EXISTINGHOST 1/4.0 THRU BOLTS SEE BEAM TUR Zm< STRUCE SCHEDULE FOR REQUIRED NUMBERS -c 1/4"ALL POINTS SCUD SET ANCHORS WITH 719'MIN m Err440ED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM F -{ - SPACING,AND 3'MINIMUM EDGE DISTANCE 0.032' _ p 0.125" 0.032"-}F�0.125' MAX,DESIGN LOAD-f 72 PSF •.' ¢ v S $ II v 3 SPAN TUBE SECTION VERT SECTION ��cc \ 5 SPAN TUBES(2•IEOULE h I \1 AILOWAOIE TUOE NUMBER OF NUMBER OF MMIMUMANOLE FANCHORS PER ROUND TUBE 6HPANUTTER SPAN THRU410LT9 ANGLE -_ _ LEN(lIH -�- l WINDOW TOP BOTTOM TOP BOTTOM TOP BO_TTOM _.TOP 1B M ORO 5 - Q I ASSEMBLY TUBE TUBE V TUBE TUBE TUBE TUBE TUBE TUBE d E ill 123.0' 135.2 2 2 2 3 4• 7^ B 0.1Z5' 86' 101.7' 100.9' 2 2 3 3 T 7- \ 123• 89.9' -94.4^ _ 2 -- 2- 3--_3- T -760' - \ \ 0.125' 9(r 129.1' 167A' 2 2 _2 3 4' 7' i St � � \ 08' 114.8" 12d,P 2 2 _3 3_ T � T / / \ 0.126' 123' 102.8^ 109.8'- 2� 2 4 4 _10" 10' 60" 13B.R 1BB.0' 2 2 3 3 T _7" �--f 0.188' ' 0,72B. B6' 122.7• 19S.T 2 2 3 0 7' 10' p qq 02,875" 03.250" ' 123' 115.4' 131.6• 2 3 A S Ur 13' g BO' 168.1'. 240.0' 1 2 14D.C' 2TB.9 2 9 4 B 10 1B_ (1 LIGHT-N-VIEW WINDOW i 123' 132.2' am., 3 27 SPAN TUBE SCHEDULE NOTES: OtWML1B�wmoPE SABIC PLASTICS SLX1431T-UL-94HB - i7-751 €f x3 z x 4"ANGLES FOR 2'xS'ft 2°z6•BEAMS. 15-2339 2. USE 2'x5'xl/4"ANGLES FOR 2"x8"®2'x10"BEAMS. LGLJB 3. USE BEAM SCHEDULE FOR DETAIL 318. rump oesexlmJLwJ 4. TOP B,BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND 2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING 5PAN5, 9� ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 8 N.T.S. EXTERIOR ELEV 6. LAP BEAMSDARE NOTTALLOWED. o 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. ANCHOR SCHEDULE: CONCRETE _ 2.5'MIN EDGE DISTANCE GLOAD Spans Uo To V-0" Spans Up To 0'-3" Spans Up To 12'-0' o�t ANCHOR CONN TYPE CONN TYPE CORN TYPE z 1A (PSI) Cl C2 C3 C9 CS Cl CZ CT C4 I CS Cl C2 I C3 I C4 CS IC ,• •'•.Q No PB004 1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"1G.0"16,0"16.0'18.0" 9.0" 13_0"16.0"26.0" 9.5" 5.5" 9.5"14.5" _7f- ULI7UCON WITH 1-3/4' S3 15.0"16.0"10.5"14.5'LG.O"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.S' EMBED(3192p51 MIN CONC) 62 l6.0"16.0T B,5" 12.9"16_0"16__D" 9.5' S,5'•AL15.0"15`O"7,5" 4.5 7.5" 10:5" z �} R-apnap�" 70 16.0"13.0" 7.0" 11.0"16.0"15.5•0.0" 5.0" 7.5" 11.5111 5�0" 7.6" 4.5" 7.5"10.5" z Q�Y 7 i 8 COMBINATIOIo:O STATE _ 100 19.0" 7.5" 4.9" 7.5" !0'9"15.0' 7.5' 4,5" 7.5" 10.5'15.0" 7.5" �.5' 7.5" 16,5' 2•S ITYP. T ¢ S 9 / 10 COI401NATIOIrY •,.� 1/4'MILLENIUM MILLFAST 43 t1G.V115.0" .0"15,0"16.0"1G.0"16.0'16.0" 9.0" 13.5'16.0"16.0" B.5" 5.5" 9.0" 13.S" i�s ••�ORID WITH 1-3/4"EMBED(327W 53 .0"11.0"SS.O"L&W 16.0"11.0" 7.0" 10.5"I60"13.5' 7.0" CS" 7.5' 9.5" S' MIN CONCRETE) 62 5.0" 8.5. 13.0"LG.O"16.0' 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4_5' 7.5" 9,5" 0 i��NAL70 2.0" 7.0" 11.0'•L6.0"14_D" 7.0" 45" B.0" SO.S'13.5" 7.0" 4.5" 7.5" 9.6" rnI00 .0" 4.S" 7.S' 9.5" 13,5" 7.0" 4,5" 7.5" 9.5,13.5' 7.0" 4.5" 7.5" 9,5" Y 9-C114'ELCO CRETEFLE)(S54 43 6.0"16.0"SG.O"16.0"16.0"16.0"13.5'16.0"I6.0"16.0"12.5" B4O" 13_0"16.0" Z ��W/2•EMBED(3350psl MIN 53 ,D" 8.0']6.0"16.D"16.0"16.0"50,0"15.5'160"16.0"30.0" 6.S' 11.0"14.0" 1><S ITYP.1 2 M S(TYP.1 WWWNCONC) 62 .0"12..16.0"IGO"16.0"12.5" 0.D" 13.0'16.0"16.0"10.0" 5.5" 11.0"14.0"18.0"10.5'16y0_'16.0"16�0"30.5_' 7.0" I1.5'IS.O"I6.0"10,0" 6,5" I1�0"14_0" V1S 100 16.0"10.0" 6.5" 11.0"14.0"18.0'10.0" 6.5" 3].0"14.0"16.0"10.0" 6.5" 11.0"14.0" C W al NOTE EDGE DISTANCENOTE "S"INDICATES ANCHOR SCHEDULE SPACING L///��f/ HO C2 C2 I C3 I C4I CS I Cl C2 I C3 I ca I C5 Cl ¢ I C3 c4 cs SPACING DIAGRAM FOR CZ & C4 CONNECTION TYPE: 1/4'ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.9' 16.0"16.0"16.0"15.0" S.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" ULTRACON WITH i-3/4" 53_16.0"L6.0" 5.5". 6.5' 16.0"16,0"12.0= 4.5" 16.0"14.5" 7.5" 10.0" - C2 CONNECTION TYPE'USING PIECE QO WITH OUTSIDE ENDED(3192ps1 MIN CONC) 62 15.0"155" q.5" 5.5" 16,0"16.0" 9.0" 4.0" 14.5"14,5" 7.5" 10.0" ANCHORS ONLY - Ca CONNECTION TYPE USING PIECE®WITH .p 70 16.0"12.5" 4.0- 5.0' 18,0"I5.0" 7.5' 11.0"14__5" 7.5" 1D'0" OUTSIDE ANCHORS ONLY :ri{ ___ ____ S00.14.E. 7.5" ���j L0.0"14,5 7.5' l0.0"14.5" 7.S' 10.0" A i/4'MLLLENNM M11lFASi 43 16,0"16.0"11,0'13,5•'15.0"M-R.13,0_' 6_5" 9_5" 16__0"13._0" 7.0" 4.0" 6_5" ]0__5" WITH 1-3/4'EMBED(3275p51 53 IB_0"16.0" B.0" 11.0"16.0"16.0" 9'.0" 5,0" 7_0" 16_0"30.5" 5.5" 5.5" 7.5" ANCHOR NOTES: WAS 1 MIN CONCRETE) 62 16,0'I15" 8.0" 9.0" 16.0"13.5" 7.04A" 8.5" 11.0"30,5"-5.5" 5.5" "S., K w 70 16.0" 9,5" 5.5" 8.0" 16.0"11.5" 5.5" 5.S' 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING 1'D- qqq p 100 10.5" 5.5" 5.5' 7.1" l0.5' S.5' S.5" 7.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE . f�E��m LIMITED TO THOSE SHOWN IN TABLE I(P9 1), a s 1/4•ALL-POINTS SOUD-SET 1-7/4'MM EDGE DISTANCE - OTv� d u ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 EA CS Cl C2 C3 C4 CS 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, L 114.20 SS MACHINE SCREW 43 16.0"16.0' 6.5" 10.5"16.0"16.0'12.0_ S,5" 7.5" 16.0"32-__5' 6.5' 3.0" 5.0- 10.0" ANCHORTYPE AND EDGE D1ST/WCE.SELECT DESIGN LOAD GAEATER THAN OR y "- - EQVAI,TO NEGATIVE DESIGN LOAD OH SHUTTER AHD SELECT'SPAN GREATER l67¢F (JOOOpN MIN CONC) 53 16.0"15.0" 6.5" B.O' 16.0"16.0' 8.5" 4,D" 6.0" 15�5"10�_0" 5.0" 4.01• 7.0" THAN OR EQUAL TO SHUTTER SPAN. E �p e�eeQ 62 16,0''I1.0"S,D" 7.0" 16,D"12.5 6.5' 3.5" S.D" 1D.0"10,0'S.0" 4,D" 7.0" 3. SEE MOUNTING SECTION bETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 j 70 16.0" 9.0" 4.5" 6.D' 18,0"105" 5.5" 3,D" 4.0" B.0" 7.0" 100 10.0" 5.0" 4.0" 7.0" 10.0' 5.0" 9,0' 7.0" 10.0" 5.0" 4.0" 7.0- 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 0 3 3'MIN EDGE DISTANCE _ BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ANCALL-POINTS SMBEDSET ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE 4e g ANCHOR 14 7/B'EMBED R Ci C2 C3 U CS CI C2 C3 C4 C5 Ci ¢ C3 Gl c5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 1/4-20 SS HACHINE SCREW 43 16.0' 16.0"16.0"I6,0"16.0"16.0"36,0"31.5.,16_0"16.0"I6,0"il_0" 7.0" 11.0"16.0" CONNECTION TYPE. �� § (3000pe1 MIN CONC) 53 16.0"13.5'16.0" 36.0" 8i5' 13.5'160"16.0" B.5° 5.5" 9.6" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE r'��► 'ram 62 16.0" 26-16.0"16.0"II,O" 7.0" 11.0"16.0-16.5"7- 5.5" 9.5" 12.0" ONLY. 6 •�[] 70 16.0"1.5- 5.5- 14.0"16A"16,0" 9.0" 5.0" 10.0"13.0"16,0" B.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED Fi S00 16.0" B.5" 5.5" 9.5" 12.0"36.0" B.5" S.5" 9.5' 12.0"16,0" e.5" 5.5" 9.9" 12.0" 1N ACCORDANCE WITH MANUFACRIRERS'RECOMMENDATIONS.EMBEDMENT 2-5/8'MIN EDGE DISTANCE _ FINISHES. 1/4'POWERS 54 DROP-IN LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER W/1/4.2055 BOL7AN0 Cl ¢ C3 U CS Cl C2 C3 U CS Cl C2 C3 C4 CS 1'EMBED(30DOps1 MIN 43 RIF 16.0"14'0'16.0"16.0"LOW 14.0" B.0•' ]2.5.16.0"14,0" 7.5" 5.0•' B.D" 11,__5" 7. WHERE IXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS CONC) 53 16.0"16.0" 9.5" 14.0"Ism,16.0" 9.5" 6.0" 10.0"16.0"SS.S' 6.0" 4.0" 7.0" B4O" VARY. EL VERIFY THAT FASTENERS ARE INTO ADEQQ&ATE WOOD FRAMING 62 16.0"12,5"-7.5' 12.0"18,0"14.5' 7.S' S.0" &5" ILS"11.5" 6.0""•4.0"7.0" 8.0" MEMBERS NOT PLYWOOD_FASTENING TO PLYWOOD LS ACCEPTABLE ONLY FOR 70 16.0"1D,0" 6.5" 10.5"16.0"12.0" 6,0'• 4.0" 7,5" 9.0" 11,5' 6.0" 4.0" 7,0" 8.0" SIDE CLOSURE PIECES. Q e a�s(��a 100 11.5" 6.0" 4.0" 7.0" B.0" II.5" 6.0" 4.0" 7,0" B.0"11.5' 6.0" 4.0" 7.0" 0.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 1/4•POWERS 56 DROP-[N -IR'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"z 4'(MIN.7 WOOD SPUD.3 4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.LAG SCREWS SHA� It a d y W/114.20 55 BOLT AND Cl C2 c3 C4 CS Cl C2 © U C5 Cl C2 C3 CA C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. R 1•EMBED(3000ps1 MIN 43 16.0"16.0"Imo.16.0'•16.0"16.0"14.5" 9.0" 13.5"16.0"15 UK, 7_5" .0" 9A" 12.0" 9., MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OFTHREA05 IN 6 A CONC) 53_16;0'•]6.0"10.5"15.0"16.0"16,0'1 LO" 6.5" 10,5"36.0"ILO" 6,0" 4.0" 7.5" 8.S' BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER pgg 62 16,0"13A" 8,0" 12.5'"16.D'15.0" B.0" 5.0"9,0" 12.0"I2.0" 6.0" 4.0" 7.5- 8.S' HEAD(SIDEWALK BOLT),U.O.N. C 70 16.0"_30_5' 7.0" I1.0"16.0"12.5" 6.5" 4,5" B,D" 9.5" 12.0" 6.0" 4.0' 7.5" 8.5" -100 12.0" 6.0" 4.0" 7 T' 8.5" 12.0" 5.0" 4.D" 7.5" 0.5" 12,0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. _ _ _ 2'MIN EDGE DISTANCE ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, '� R12OR I W/T EYE WALL Cl ¢ C3 C4 CS Cl CZ c3- U CS CS ¢ *WD" CS Nl)T OR WASHERWINGNUT. ARMOR INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"16.0" 7.5" 10_0'•16.0"16.0" 9.0" " 17.5' RBWKLB/WSOPE (2000ps!MIN CONC) _53 16.0"16.0" 6.5"11'.0"16,0"16.0"H. 5.5" 8.0" 16.0"14.0" 7.0" " 1D.0" IL MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339 62 16.0"15.0" 7.0" 9.5" 16.0"16.b'•-9.0'„ 4.5" 6.5" 14.0"19,0" 7.0" " 10.IT. 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USEb TO erwTr<e _ 70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 9.0" 6,D" }0.5' 14.0" 7.0" ' 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DFULLS BE USED TO INSTALL rAee eg11 CONCRETE SCREWS TO NO BLOCK 100 14,0" 7.0_' 3_5". 5�5" 10.0"140" 7.0" 3,S' 5.5' 10.0"14,0" 7'.0" " 10.0" 412 SMS W/2.75•EYEWALL�3 16.0'16.0"16.0"16.0"16.0"16.0"16.0"WO"}4.0"16 '16,0"11.5" " 16.0" ARMOR INSERT W/2.5" 53 16.0"16.0"U.-O.16,0"16,0"AV 15.0" 7.5" 11.0"1,D'•16.0" 9.D" " 17.0"EMBED(2000psf MIN CONC) 62 16_0"16.0"95" 13.5"16.0"I6.0"11.5' 6.5" 9.5" ]6.0"I6.D" 9.0" 0 ." 13_0" 70 16.0" B.0" 11.5"5O'16.W 9,5• KS" 0.57 14.0"L6.0" 9.0" 5.0" 0.0" 17.0" Q 9Y 9.0" 5.0" 8.0" 13.0" ��• •�J► !AWL Spans Up To W-0 a-- I I MEN N LWY HMO Mi SISKE %/ llsong Ella. MR //lfi� % '/ %/////../ //��1�%%/� %�%%///%%/////%/////.%%////.�''///////�i..'////..���.%/�� _M %///r////. ANCHOR W1 1-1/4'EMBED Mpg OW/Hro/I BERM /.'1///.f/�� ' /// WIS %///%%///%///%%!/////i%//%%///%i'///////i%//////.%/Y///il!/%////7.'///////%////���'/////.®® '////%%////���%////'//////L�CE�1 //iy/// ma•'/////i�@Bit�li�////// /� // eau. 10 FRANK L BENNAlDO�P' ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK ``,111111111 IFPEOMS49 _ 2'MIN EDGE DISTANCE ��••' •.• �� ri Sps Up To 6•-0" Spans Up To 8'-Y' Sy_ans On To 12'•0" �.•- LIC __ an r 7 LOAD CONN TYPE CONN TYPE CONN TYPE d FFFE ANCHOR (p50 m C1 C2 C3 C4 CS Cl C2 tl C4 CS Cl C2 C3 C4 CS _*:: ND PE004654 = � N112 SMS w/2'12YEWALL 43 scl IC2 7.5" 9.0" L6.0"15.5" 5.5" 4.5•' B.S. 1s.S' 8.5" 4.5" 4.0" 7.0.1 - - ARMOR INSERT W/1-1/4" 53 16.0"1D.5'• So" 7.0" I6.0'•11.0" 6.0" 3.5" 5.0" LL.D" 7.0" 3S' 3.5_ 5.0" EMBED 62 14A" 7.5t 4.0"•6.0 14.5" 9 0 4.5" 4.0 7.0• 7.0 3S" 3.5"_S.On =m 70 11.5 6.0 3.5 5.5 12S' 7.S' 3.5" 3.5" 5.5=7.0" 35" 3 55 5.0" ��.(3 STATE OF (1I --" -" 5 _-- - G 100 7.0 3.5" 3.5 S.D" 7.0 3.5" 3.5" 5.0• 7.0" 3S" /•4O/NDA„• A, ANCHOR SCHEDULE: WOOD (G=0.55 "7.°NAB 6N ". IIIIII1110% _ W U 3!4'MIN EDGE DISTANCE !!Tn1 Spans Up To 0.0" Spans UP To 8'-3" Spans Up To 12'-0" u m s en CONN TYPE CONN TYPE CONN TYPE Z ANCHOR (Po CS C2 C3 C4 CS C1 C2 tl C4 C5 Cl C2 C3 C4 CSW HW3 1/4"LAG SCREW WIT}1 1-3l4 43 36.0"16.0"I1.5"12.5"16.0"16.0"I6.0" 7.5" 9.0" 16�0"16.0"14.5' 4.5' 6.0" 16.0" MIN THREAD PENETRATION 53 16.0"16.0" B.5" 1Our` 36.0"18.0 B.0" 7.0 16.0 16.0 1L5" 4.0 5.0 16.0; N px q---.��� fit 16.0"16.0" 7.0" r 160'14.5" 5.0'• 6.0" 1�6.0"16`0"1L5" 4.0" 5.0" 16.0_ Iwi iu 70 I6.0"16.0" 6.0" 16.0"12.5" 4.0" 5.5" 16�0"16.0"IL5 4.0 5.0" 16.0"100 16.0•'11S" 4.0" 16.0"11.5 4.0" S.0"No-16.0"I1_5' 4.0" 5.0" 16.0" 7/16'WOOD BUSHING WITH 43 16.0"16`0" 8.0" 10.0"16.0 15.5" 8.5" 4.5" 7.0_15_5' 8.5" 4.5" 4.5" 7.0" 1.13'MIN EMBED 91/4.20 53 16.0"!OS" SS" B.0" 16.0 11__0" 6.0" 3,5" 5.5" 11.0" 7.0" 3S" 4.0" 5.0" 1Ys 55 MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" I4.5" 9.0" 4.5" 3.0" 4.5" 7.0' 7.0" 3.5" 4.0 5.0" m 70 12.0" 6.0" 3.5" 5.5" 125" 7.5" 3.5" 4.0_' 5.5' 7.0" 35" 4_0" 5.0" *� 0 100 7.0" 3.5" 1.0" 5.0' 7.0" 3.S' 4.0" 5.0' 7.0" 3.S' 4.0" 5.0" 4 i14 SMS OR A14 WOOD d4315L 1 E 12.5"14.5"16.0 16_0"16.0" 8.0"�7. 1 6�0"16.0"11.5" 5.0 7.0 I6_0 u1SCREW WITH 1-3/4'MIN 16_D"16.0" 9;0" 11.5"16.0" D"15__0" 6.0" in 6A"16.0" 9.5" 4.0_ 5.5" 13.0"THREAD PENETRATION 16.0"16.0" 7.5" 9.5" L6.0"16.0"11.5" 5.0" 6 F 16.0" 9.5" 40 5.6 16.0•'16.0" 6.5 8.S" 16.0"16.0"50.0" 4.0 4.0"16.0" 9S" 1.0" 55" 13.0"16.0" 9.5" 4.0 5.5' 13.0"16.0" 9.5" 4.0" 3.0"16.0" 9.5" 4.0" 5.5" 13.0" �•�-�4 '' ANCHOR SCHEDULE: WOOD (G=0.42) Z � 3/4'MIN EDGE DISTANCE �1 5 r LOAD Ssn ps Up To 6'-0" Spans Uo To B'-3" SEanu Up To 12'-0" CONN TYPE CONN TYPE CONN TYPE E ANCHOR (Psn z Cl C2 C3 C4 CS CI C2 C3 C4 CS ClCL C2 C7 C4 � CS a 1/4'LAG SCREW WITH 1-3/4 43 16.0"16.0'1 9.0"1 10.0'•16.0"16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" m ri MIN THREAD PENETRATION 53 16.0"I6.0" 6.5" 8.0" 16.0"16.0"12.5' 4.5' S.5" 16.0"15.0" 7.5"130 4.0" ILO" R 62 16.0"I6.0 5.5" 6.5" 16__0"I6.0" 9.5" 3.5" 5.0" I5.O"15.0" 7.5"13.0 4.0" AttpTa 70 16.0"13.5" A.5" 5.0" 16.0"AT8.0" -.11 4.0'!11_9'15.0" 7.5" 3.0" 44.0" 1L0" 1�0 15_0" 7.5" 3.0" 4�0'7 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.o" li-0" RL45M5 OR 4'f4 WOOD 43 16.0 16.0" 8.5 1U.5"16.0"16.0°12.5" 5.5•' 7.0" 16.0"13.0" 6.S" 3.5" S.0" 10.5' 0 SCREW WITH 1-3/4'MIN 53 Ifi.O'7 16.0•' 6.S' 8.0 16.0"I.&V 8.5 4.0" 5.5" 16.0"10.5" S.S' 2.5" 4.0" 7.5" o 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" 5.5" 2.5" 4.0 7.5" • 3 4m�. 70 16_07 9.5" 4.5" 6.0" I6.U"11.0 S 3.0" 4.0" 8.0 too 10.5" 5.5 - 4.0" 7.5" 10.5. S.S' 2.S" 4.0" 7.9" 10.5" 5.5" 2.5' 4.0 7.5" a t' ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a I� j 4"MIN EDGE D15TANCE LOAD Spans Up To 6 spans UOTo 8'•3" Spans Uv To 12'•0" d ANCHOR (PA1ONN TYPE CONN TYPE CONN TYPE ClC C2 1 tl I CA I CS I Cl C2 I C3 I C4 I CS I Cl I C2 I C3 I C4 I CS 5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"I6.0'16.0"15.0"16.0"16.0 16.0 15.0" 9.0" 14.0"16.0" ¢¢ 2-1/4'MIN.EMBED 53 16.0"16_.0"16.0"16.0"16_0"16_0"16.0"11.0"16.0"I6_0"l6_D"12.0" jg� 62 16_0"I6.0"14_0"16.0"16A"16.0' 14.0"I6i0"16.0"12�0" 6.0"70 16.0"16.0"11.5'16.0"16.0"16.0-MS' 8.0" 12.5" 16.0":12.0" 6.0"100 16.0_12.0" 75" 12.0_16,0 I6.0 12_0 7.5" 12.D"16.0" .0"5/16•ELCO ULTRACON W/ 43 16.0"L6.0"110.5"54.0 16.0"16.0 10.5' 6.5" 9.5 16.011.0"I5.5" .2.1/4•M1N.EMBED 53 16.0"13.5' 7.5" I1.0"16,0"14.0' T.5' 7.5" 13.6" 9.0" , OOnA9BFMrfLEDFWOOFL L0. 6.0" 9.0"'16�0 53;0 5.S 6.5" .0" 9.0" 6_5" 15-2339 70 15.0" 8.0 5.0"�B.D" I55" 9.5" 5.5" 7." 90"100 9.0" 5.5' 6.5" 9.0" "5.5" 6.5 9.0" 6.5 PARE p0Q=1i0"N u,s 2'MIN EDGE DISTANCE a cz c3 c1 Cs_ cL c2 c3 u_ cs ct_- cz r� cs 012 EMS W/2'EYEwALL 13 16.0"16.0" 9.5" ]1.5 L6.0"16.0'14.0"-6.0 B.0" 16.0"Id.5" 7.5 3.5" 5.5" HS' °�9 ARMOR INSERT W!2'EMBED 53 16.0"16.0" 7.0"1 9.0" 16.0"16.0 9.5 4.5'• 6.5 16.0"11.5" 6.0 3.0' 4.5" B.S GPI-1�I 62 16.0 113.0 i 135" 6.0"3_0" AS' FORDANCHORSNOTES.HEET LJ 300 11.5" 6.0" 3.0" 9.5" 8.5" I1.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"