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HomeMy WebLinkAboutProduct Approval s iins s . s• 0 0 • � G • 6 ,�1 _ BCIS Home Log In t User Registration { Hot Topic Submit Surcharge Stats&Fads Publications contact Us BCIS Site Map Links Search HOW I Product USER:PublicUerApproval i Product Aoprovai Menu>Product or Aopllcatian Search>epotication List>AppBcation Detail i FL# FL12856-116 j Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, v 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 Storm Panels 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 the Frank 1.Bennardo Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. v; Validation Checklist-Hardcopy Received Certificate of Independence FL12856 R6 COI Indep1,2,3.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E1996 2012 ASTM E330 2002 TA5 Zol 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12856 R6 Equiv Equivl. df FL12856 R6 Eouiv Equivl.SJf FL12856 R6 Eq iu v Equiv3. df Sections from the Code Method Method 1 O Product Approval Me tion D P Date Submitted 08/10/2017 Date Validated 08/11/2017 Date Pending FBC Approval "'-- _17 Date Approved 10/10/201 Summa of Pro cis ' L# Mode Number or Name Description 12856. 0.990-Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels Lim of Use Installation Instructions A roved for use in HZ: No FL12856 R6 II Dwal.Ddf proved for use o ide HVHZ:Yes Verified By: Frank L.Bennardo,P.E.PE0046549 mpact Resistant: es Created by Independent Third Party:Yes esign Pressure: /A Evaluation Reports Other:Shutter m ets requirements for"Wind Zon 4"and FL12856 R6 AE Evall.Ddf Missile Level"D" s defined in ASTM E1996.See i tallation Created by Independent Third Party:Yes instructions for specific Design Pressure Rating y size, additional use limitations and installation in coons. 1 856.2 "Safety Edg Storm Panels "Safety Edge"Storm Panels,289a(0.018"")Steel,0.022"Alum (Pert and Non-Perf),Clear Polycarb(Full and Half) Limits Use Installation Instructions Approve HZ:No FL12856 R6 II Dwg2.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:+54/-54 Evaluation Reports Other:This product is not valid for use within the HVHZ.See FL12856 R6 AE Eval2.pdf Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes limitations and conditions of use. 12856.3 24ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels Limits of Use Installation Instructions Approved for use in HVHZ:No FL12856 R6 II Dwo3.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:+100/-100 Evaluation Reports Other:This product is not valid for use within the HVHZ or FL12856 R6 AE Eval3.Ddf Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes for additional limitations and conditions of use. Back Heat Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850487-1824 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 dick here. Product Approval Accepts. 110M Credit Card ='Safe :', ```1\\1111I11f(�fUNK Log NM100 P.E 0.050" ALUMINUM STORM PANEL FOR USE OUTSIDE THE HVHZ NoPE00465 1/2" UNLIMITED WIDTH * - (AERP.TO PANEL SPAN) -- CIIl• 12'MAX.ON CENTER PANEL TABU?1 TABLE 2 :.f STATE O� W TYP. ATTACHMENT TO MOUNTING ALLOWABLE SPAN SCHEDULE LWITH MINIMUM GLAZING SEPARATION WITH i .t�•'•.,FLOftl0•,• try p D/B" HARDWARE OR DIRECT MOUNT. ALUMINUM PANELS ONLY) ALUMINUM PANELS ONLY(ESSENTIAL •••••' �i J S D11.6 "� PANE ALLOWABLEDESIGN FACILmE5ONL1� SPAN PRESSURE ff 1111111\ W O +Z PANG INSTALLATIONS INSTALLATIONS ABOVE .80VE Z1i 11� IU u ALAN 13V +33.9 PSF -35.1 PSF SPAN 53PSF GRADE RADE E9�V�[[. 9QSo'�W Obi 132' +39.3 PSf -+3L9 PSF 44.7 PSF 14C 6.4' 38` Zil KEYHOLE PUNCH DETAIL WW pp ALTERNATIVE HOLE DIA.OF 125` +431 PSF -45.7 PSF 13B' 6.4" 38" W Qj"1 W = 518'IS ACCEPTABLE. 120' +47.5 PSF -60.4 PLIF 132' 6.4' 3.7` 7,"1(1•'� ro Z 114" +627 PSF -65.8 PSF 128" 6.4' 3.5" N 8: w 6,•,, LU 196' +5&7 PSF -622 PSF 120' BA` 3.4' b W iu Nth 10Y +SLB PSF -88.8 PSF 114' 6.4' 3.31 11440 Q 96' +74.3 PSF -75.0 PSF 108• 6.4` 3.1` ' F 90• +80.0 PSF -80.0 PSF 0.W (f8' 3.6' 2.fY 84' +85.7 PSF -65.7 PSF 90. IS` 28` °- 78• +923PSF -92.3PSF W 84' 38• 24' 72' +100.0 PSF -100.0 PSF 78' 1 66• +109.1 PSF -109.1 PSF 72' 31v 2.0• 60` +120.0 PSF -120.0 PSF 66• 3,g• 1.B' W'�4 to :ABLE 1 NOTES: �' a8• t.7' ... C$ LINEAR INTERPOLATION TABLE 2 NOTES: ~a BETWEEN SHUTTER SPANS IS SEPARATION FROM GLAZING IS REQUIRED e 1u NOT PERMITTED.FOR SPANS ONLY INESSENTIAL FACILITIES. q` M BETWEEN THOSE INDICATED INEAR INTERPOLATION BETWEEN Z� tLN n`j ABOVE,THE DESIGN PRESSURES SHUT.LTER SPANS IS NOT PERMITTED.FOR D V FOR THE NEXT HIGHER SPAN SPANS BETWEEN THOSE INDICATED ABOVE, m NOTE:70P MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF SHALL BE USED. THE SEPARATION FROM GLASS FOR THE NEXT r N PRESSURES NOTED HIGHER SPAN SHALL$E USED.OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS' • DESIG NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWEd. or IN TABLE 1 APPLY TO ALL • SEPARATION FROM GLAZING NOT 5 MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS , e TYPICAL ELEVATION WITH HURRICANE PROTECTION EXCEEDED. AND SIRALLNOT BE 3URRISDICTION v ADOPTED BY LocAL m 1 ALUMINUM PANELS ONLY 1 N.T.S. EXTERIOR ELEV GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIry HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH 7}1E FLORIDA BUILDING CODE SIXTH EDI�ON(2017 THE TfONAL BUIt.DING CODE IT I AND THE INTERNATIONAL RESIDENTIAL CODE{IRC}FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZO k. SEE PROD CT R/ LUATIIO�NgSREPORT FOR A DITIONAL INFORMATlpN BEET. USED FO&3%IN ANCHOR ALLOWABLE ES ENABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS MAX PANEL SPAN 3. POD FO AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN PER TABLE 1 ACCORDANCE WITH THE GOVERNING CODE.PRESSURnEt REQUIREME AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SIXTH EDI ION(20173 SHALLBE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. a1 A 4. DESIGN PRESSURES NOTED HEREIIJ ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. IT 19 ACCEPTABLESYSTEM EBY CODE BEEN PPTEIONAL CRITESEPARATION IA IS INDEPENDENTLY ADOPIEDU WIRED DHE AUTHORITY HAVINGSURIACCORDANCE D OCPON CE WITH ASTM E3996-09. g 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDI IONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN _ CONJUNCTION WITH THIS DOCUMENF. 2! 7. THESE INSTALLATION INSTRUCT10N5 ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONIUNCF70N WITt•I THE a EVALUATION REPORT SUBMITTED FOR THE SAME PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF y THE FLORIDA ADMINISTRATIVE CODE B. PERMIT HOLDER SHALL VERIFY THE ADE,%UACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS-BRICK VENEER PER ASTM C62 =w (BY0THEUSy SHALL U ALLS'T E A PANELS SHALL BE SOS2-H3 OR 3800 H34 APPLICABLE AALLOYY TO STED THICKNESS 10.004495*. 30.ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY 7gqKgPARENT PROSECTION SYSTEMS Inc. 11.ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t-0.101}"(+0.010')AND SHAt1$E MANUFACTURED FROM 100%SYNTHETIC ° • THERMOPLASTIC POLYMER RESIN(U STABILIZED)•TYPICAL TENSILE STRENGTH FY=8.908 KSI,FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328.7 KSI 12.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH ADM 2015. 0. �PI9ERWfLl6PNm0PE HORIZONTALLY AS OM DETAILS ISHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR 15-2336 14,PANELS SHALL.BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE THE •rAL1I+ EXTERIOR AND CONTAIN AT LEAST TM fOLLOWING: PA9Z GtlCRVTIOMI TOWN&COUITRY INDUSTRIES PT.LAUDERD FL ASTM E330 El 9 &E1996 MISSILE LEVEL D APPROVAL NUMBER DUCT L, v TENS'Ti- EYIELODLSTR&ENG�FLORIDA PROT}ML E033 KSI UNLErySN'SSC LppERWISE NO'[ED HERNEISN p SEL'STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A MINIMUM ° O� " 17.SEAL,ANT�SFIALLB�EUSEDONANCHORSUOR�TROACKSWHEREVERWATERSEEPA6EISpOS518LEA�� TOPREVENTEIECIROLYSIS. Z OPTIONAL HORIZONTAL MOUNT 1 N.T.S. EXTERIOR ELEV 12.00"(COVERAGE) 6.00°(COVERAGE) --{ 2.50-t11�PEo046544/NARDOt PE'n �y ' I { t-2.02" t-2.O2• I r-2.00'--f 0..1300° 004 95, 1.00• ry 0,0495' 1. ry -{ 00"}- 10 ri `iPo� -}S.OD°}- yo '.& �1.0 *: N ' \ �K�I v Li-6.00" "1.17" �1.D7°��ti X00.,•. �I,,. }• 1.01" 12"PANEL COVERAGE �'` p• -�l. 8.332'HALF PANEL --t 15 1/4"MAX TOTAL PANEL WIDTH 14.37 (TOTAL WIDTH) la ALUMINUM HALF STORM PANEL ib POLYCARBONATE STORM PANEL In 11 ALUMINUM STORM PANEL NOTE:HALF STORM PANEL SMALL ONLY BE USED AS AN �a� ENO PANE.TO CLOSE THE REMAINING OPENING THAT MAY BE LESS THAN FULL PANEL WIDTH - 0.062' AMAX.5.238" 1/4-2OX3/4 KNURLED STUDS W/ 1/4-20X3/4 KNURLED 1/4-20X3/4 KNURLED Z p t WINGNUTS SPACED AT lY O.C. STUDS W/WINGNUTS STUDS W/WINGNUTS W .NCL d W g2.250' 0.1�" (DIRECTION MAY BE REVERSED) SPACED AT 12'O.C. SPACED AT 12"O.C. $ W s N 2.250" 0.120" hit y- (DIRECTION MAY BE (DIRECTTON MAY BE Ij y�'j III c .i 0.095° 0094° 0.095°0.094"� •ti 0.094" Z 0.091"t REVERSED) 0.091° REVERSED) Q(�I/�///� o W ut W 0.094° ry � 0.094"t 0.101° � N� �p �J Z ,�/� N ,y p e ^N IIS D.125" .2 IFi (y� E IIQ /1 m N Or 375-1 " (n f �•vr{�`-' N 0.091" ^N 0.091° 0.062• I '^' 0.062' }-2".3',4'OR 5"-� 0.375' ~ LMINIMUM11.000" f I MINIMUM 0.062" 2.06° 0.062° 2.06° 2.06° 1.000" r 2'LEG T i�T.632'LEG yL O2 "H"HEADER O3 "U"HEADER ®BUILD=OUT"U"HEADER QSTUD ANGLE ®STUD ANGLE 4b STUD ANGLE �F-a SEE COMPONENT NOTES SEE COMPONENT NOTES SEE COMPONENT NOTES N p, y� }--}0.378' 0.46 o c v o m I OR3"� I'LIIL 0.190"�� 9 oa Cm r20 0.188" 0315' 9 �- 0.313• If-0.125°090" 0.315° Z I" (}�\I�RI( t- ^ 0.090' - I�- TYP. m Y' .o TYP. `1/4-ZO SQ./HIX y�4.e HEAD BOLT STUDS 0.1250. ` N 0.125°W/WINGNUTS 120.188" 1/4 SQ./HEX ( 1/4-20 SQ./HEX t-- •000"-T SPACED AT 12"OC I a g HEAD BOLT S UDS HEAD BOLT STUDS L. 0.086" W/WINGNUfB 0.090' W/WINGNUTS SPACED AT 12"OC �) SPACED AT 12°OC (MAY BER VERSED) �1°,2",3',4".OR 5'--� "aS O7 BUILD-OUT"F"TRACK ®"F"TRACK ®"F"ANGLE TRACK 6�iUBE _)ANGLE COMPONENT NOTES ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF THE PANEL. THE FIRST AND LAST ANCHOR IN ALLTRACKS SHALL BE INSTALLED WITHIN THE FIRST'AND LAST 3',RESPECTIVELY. a E INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE ANCHOR SCHEDULE. Q 2� �_tl 0.069' 0.125• CS !74$ 1- 0.44" t-�-0.873' L6c d �c fns 0.563° 65�6� tl M r0.313° 0.05° 0.25 .3 T tl 7AMAC3 NIOy 0.30" a � O9 WASHER WINGNUT 10 KEYHOLE WASHER it 1/4-20 SO./HEX 12 1/4-20 316 SS MACHINE 13 #14x3/4 316 SS 1 4-20 1/4-20 NON-RECESSED FLAT 20 GA GALV,STEEL Ct-.038•) BOLT W/NUT SIDEWALK BOLT SURFACE TYPE ONLY GRADE 40 OR 0.050•ALUM HEAD BOLT SDS/SMS SCREW TRUSS HEAD BOLT LOPfNOHTR7N4(LBOIUROOPE ALLDY(3004-H34) L REOUIRES USE OF KEY14OLE DIRECT MOUNT APPLICATIONS N15-2336 LR iCAIJ♦t PAGE OtfW�RONI Qag u/^JGJ �® 8 u CONNECTION TYPE C2 EXISTING CONNECTION TYPE C2 ANCHOR PER ANCHOR EXISTING SCHEDULE STRUCTURE ST ANCHOR PER ANCHOR HOST 0.327 CONNECTION TYPE C2 SCHEDULE `.12 STRUCTURE MAX,/"� ANCHOR PER ANCHOR 0.437" 13®12"O.C. ^� ��MAX SCHEDULE 'EXISTING MAX, .'OO EMBED. MAX - F to EMBED. 0.437° STRUCTURE +" w j Z MAX //a'MAX EMBED. 0rE 4-�Afl V) ;r �-4, E9 94C yj o Z = ALT.LEG DIRECTION W 15, � w GLASS SEPARATION7' lb CONNECTION TYPE C3 �•+-gig g NOT REQUIRED PER GLASS SEPARATION E' k ASTM E1996-09 NOT REQUIRED PER ANCHOR PER H DULE NOT REQUI D PER iHOR GLASS SEPARATIONn C ASTM E1996.09 ASTM E1996-09 ow w ww (A)"H"MOUNT SECTION (Bi)BUILD-OUT"U"MOUNT SECTION ©ALT.BUILD-OUT"U"MOUNT SECTION GLASS SEPARATION .r NOT REQUIRED PER ALT.LEG DIRECTION GLASS SEPARATION e ASTM E1996.09 CONNECTION TYPE C3 NOT REQUIRED PER GLASS SEPARATION REQUIRED ANCHOR PER ANCHOR ASTM E1996-09 NOT REQUIRED PER SCHEDULE ASTM E1996-09 wE 1 In Ib ' EXISTING .': �Nd ' rr. llHOST W 1/4-20X3/4 STRUCTURE ,rr/ tj 0.437" N W Na o7 W O EMBED lb KNURLED :3/ `p z F p' �g STUDS SPACED p/ MAX Q :T p 12"O.C.MAX toI O y STINGw p _&' d L w EMBED. Il OST � E 5 STRUCTURE 9 s° 0.437" � EMBED. F O R 4b EXISTING MAX CONNECTION TYPE Cl 9 g ¢ 1 +n+b 1 to Ib ANCHO PER ANCHOR SCHEDULE. a @ CONNECTION TYPE C3 HOST CONNECTIONTYPE C3 ANCHOR PER ANCHOR FASTEN @ 6°O.C.OR 12°O.C.,BUT DO °1 ANCHOR PER ANCHOR STRUCTURE CONNECTION TYPE Cl ANCHOR PER ANCHOR NOT EXCEED ANCHOR SCHEDULE SPACING.KEYHOLE WASHER UIRED �+ SCHEDULE SCHEDULE SCHEDULE IF ANCHORED WITH TRUSS HEAD BOLT. DOSTUD ANGLE WALL MOUNT SECTION OE BUILD-OUT"F"TRACK SECTION (F)DIRECT MOUNT SECTION CONNECTION TYPE C2 EDGE C EXISTING ANCHOR PER ANCHOR EXISTING DIST. CONNECTION TYPE C4GLASS SEPARATION TBn HOST SCHEDULE HOST ANCHOR PER ANCHOR STRUCTURE 0.625' STRUCTURE w SCHEDULE NOT E1996-09 R 1n z ZZ w EQ EQ .. O Ib ay EMBED. 11 ........:. . ...... / ! SlA ci 4 g O w O MAX LEG DIRECTION MAY 0.625" < BE REVERSED1• 1" w ` 1e CONNECTION TYPE C4 EDGE ;00?fi IRRUNILl1 OPF GLASS SEPARATION a ANCHOR PER ANCHOR DST• 15-2336 SCHEDULE 1 m Ib NDT REQUIRED PER _ ALT.LEG DIRECTION ASTM E1996-091 CONNECTION TYPE C2 GLASS SEPARATION WAGE peea�oN� ANCHOR PER ANCHOR NOT REQUIRED PER EXISTING SCHEDULE ASTM E1996-09 HOST a STRUCTURE l ©"F"TRACK MOUNT SECTION OH TRAP"U"HEADER SECTION OI TRAP STUD ANGLE SECTION ... .. OENNARDO P.E. ITEM:M13®12'O.C.MAX. 2'x5'xl/8'x CONT.6063-T6 ALUM.. ��af//��f-1 P.E.� ' IN BE TRUSSES, ALLOY ANGLE WITH(3)1/4.0 COINCIDENT WITH ANCHOR LAG SCREWS WITH 2'MIN.EM E ROW CENTERLINE INTO WOOD®EACH RAFTER 0 i EXISTING WOOD 3' TRUSS,24'O.C.MAX.WITH 1-3 GLASS SEPARATION TRUSS OR RAFTER 1.5" 1.S' MIN.END DIST.AND 3/4"MIN. NOT REQUIRED PER (p 24'O.C.MAX DIST.WHERE ANGLE EXTENDS.191 o PE GLASS SEPARATION CONNECTION TYPE C3 ASTM E1996-09 (G=0.42 MIN). �_ THANANGLT�BEYOND L 5 TRUSS�7�TEND N0� UIRED 1996-09 R ANCHOR PESCHEDULE % •''O G N T rA 0 u/ CONNECTION TYPE C4 ° _ ff z ao° EXISTING WOOD % $` ® 0 ¢ 8 w OR STUCCO FINISH ANCHOR PER ANCHOR1' a w MATERIAL SCHEDULE Og wo y t° °• 1"'� S'1 I-1° _ W V . Q 8'-4°MAX PANEL SPAN t s 1;a 11 t b E O' MAX MAX DESIGN PRESSURES: E a 949 Q _ !y TO G=0.42 WOOD:+/-63 PSF Z i�4.(ll •,,- rQ 1 EXISTING 3 TO G=O.SS WOOD: 70 PSP N w Qr f to HOST EMB O W $'a ly 4 w Ib STRUCTURE N EDGE }( O w ui EXISTING DIST. 12 6°O.C.MAX m ID O HOST GLASS SEPARATION •a STRUCTURE ALT.LEG DIRECTION NOT REQUIRED PER CONNECTION TYPE C. ASTM E1996-09 ANCHOR PER ANCHOR SCHEDULE "! e 7O"F"ANGLE TRACK MOUNT SECTION ®REVERSE"F"ANGLE TRACK MOUNT BECKON ©CEILING MOUNT/BUILD-OUT SECTION �y g JZ13 dEAIR GAP BRICK VENEER .4?PER ASTM C62 1 GLASS SEPARATIONOT REQUIRED PER GLASS SEPARATION MAY BE REVERSEDCONNECTION TYPE C2 NOT REQUIRED PER ASTM E1996-09 ANCHOR PER ANCHOR ASTM E1996-09SCHEDULE 0.437" t-6"MAX 0 1 N MAXX EXISTING WOODG7 O o z r�y STUDS SPACED 30 y/4' 9O Q % 94 (G. T w O.C.MAX Q EXISTING I MAX zd ��X44 g (G=0.42 MIN) HOST T�6'MAX� c vl w EMBED. � � Y STRUCTURE w 11 $ y 9.O.C.MAX GLASS SEPARATION Jim! 1°x4"x0.125"6063-T6 ALUMINUM TUBE (2)914 WOOD SCREWS OR Y4"LAG SCREWS NOT REQUIRED PER 1° EXISTING w OR 2'x6"PT WOOD BEAM.WHERE BEAM WITH 2"EMBEDMENT )'4"MINIMUM EDGE ASTM E1996-09 Ib HOST AIR GAP CONNECTION TYPE C2 tl EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/4R MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER ANCHOR E STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE i �R STUDS SPACED 24"O.C.MAX. carmnMML®OMMAE OM STUD ANGLE BUILD-OUT MOUNT NO"U"HEADER BUILD-OUT THROUGH VENEER OVER O DIRECT MOUNT THROUGH VENEER OVER STRUCTURAL 15-2336 SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION rDENCRUM l °P �0 . .'.: •'. FUNKgLppryo+'P.E. GLASS SEPARATION ALT.LEG DIRECTION ON t BRICK VENEER NOT REQUIRED PER CONNECTION TYPE C3 11 // AIR GAP ASTM E1996-09 ��1-,•,,,, /V /i PER ASTM C62 ANCHOR PER ANCHOR EXISTING SCHEDULE %�ICE NyF . HOST Qom'• STRUCTURE n 4b � W MAXI = �: No PE00465q •O *• =moi * •*^ �N EMBED, z �,��, STATE OF W�mJS OQ W EMBED. Q 11 �ONAL EN W � I a CONNECTION TYPE Cl /1j1jjjjjjll` Q ��us CONNECTION TYPE Cl }---6"MAX---4 ANCHOR PER ANCHOR KNURLED QQ •�KNURLED 0.437r" [9 lin t7ANCHOR PER ANCHOR SCHEDULE 157UpCSP D EXISTING MAX W wSCHEDULE LLISS GLASS SEPARATION 1 In Ib STRUCTURE AIR GAP CONNECTION TYPE C3 L4 K alw g • ANCHOR PER ANCHOR O w NOT REQUIRED PER BRICK VENEER SCHEDULE ASTM E1996-09 PER ASTM C62 p ©STUD ANGLE THROUGH VENEER OVER STRUCTURAL ® BUILD-OUT"F"TRACK THROUGH VENEER OVER _ BASE SECTION STRUCTURAL BASE SECTION y EXISTINGJW'=d HOST ALUMINUM ANGLE CLOSURE K4$ STRUCTURE PIECE:1'x2"MIN,1'x5'MAX, fa r3 0.0625'MIN.THICKNESS. pgocm zm. d MAX. 1/4. 1/4• k t inlb ---IMAX. MAX.I 6E I R EXISTING EXISTING T EXISTING s HOST HOST 1 ism 1 10 lb HOST� Nd 1/4" -STRUCTURE STRUCTURE STRUCTURE •I-p MAX. 9 14824'GC r` 1 la Ib Il IS 12 ®TRAP MOUNT CLOSURE DETAIL OS WALL MOUNT CLOSURE DETAIL EDGE 5@ A�@ DIST. W B�i l 6 "G' w EXISTING W�I ea 1/4" E HOST ��q¢>�¢O� � MAX w.s.....::.;,.: STRUCTURE 1/4' ALUMINUM ANGLE CLOSURE ANY ANCHOR PER ANCHOR SCHEDULE, e MAX BUILD-OUT PIECE:1'x2-MIN,1-x5 MAX, SPACED 24"O.C.MAX FOR DESIGN 0.0525 MIN.THICKNESS. PRESSURES 5 62 PSF,lY O.C.MAX DISTANCE EXISTING FOR DESIGN PRESSURES>62 PSF i2 o �� ALUMINUM ANGLE CLOSURE AND 5 115 PSF,10°O.C.MAX FOR Il is E PIECE:1°x2"MIN,1"x5'MAX, HOST DESIGN PRESSURES>115 PSP. 14 9 PNG� f 0.0625"MIN.THICKNESS. a 24.OC NP�PV 1 In lb \ -1/4° NPA Olpttd(YRRWXL@✓IWiWPE MAX. 8 24' OC 15-2336 24.OC 4- v �i 9 14 2 24.OC 11 Is i 1n lb MAX. CORNER ANGLE: 11 15 12 0.050°3004-H34,3003-H14,OR 1 In ib 12 5052-H34 ALUMINUM; �® OTOR 20 GA GALV A36 STEEL BUILD-OUT MOUNT CLOSURE DETAIL UO ALTERNATE CLOSURE DETAIL OV CORNER ANGLE DETAIL .. MEN,BENN P.E. fl PEEf1q N, NoPE0046549 7J:• aN �0,, .• STATE OF ~a z M S"LONG HANDLE µCI x RIVETED TO PANEL �G♦ (ny a i@ AL 1E 11%% Z W o •z € PUNCH Wxl'HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/PM Z Q NUT.PLACE PANEL OVER EACH W N ADJACENT PANEL AND FASTEN WINGNUTS FROM INSIDE N � b W u NO 0 2%'xlY4 WIDE NOTCH w (TYP,BOTH SIDES) ,Cb mmm m N Fa WALL MOUNTED 5°x2°xYe" FF STUDDED ANGLE S c 1/a°°-20 x 1'MACHINE SCREW STUD R WITH WASHERED WINGNUT OP12"O.C, a $g (CONNECTS TO ADJACENT PANEL) m v —20X3/4 KNURLED WINGNUUTS SPACED AT 1U2"OX DS T7- 4/ �1• g/q^ --------------------- ry I %"0 HOLE FOR S O in FASTENING PANEL i a 6Q cEMBED. 4 ° EXISTING T �- HOST STRUCTURE �-+- WALL MOUNTED S'x2"x%" E STUDDED ANGLE MAXA � �xx TT CONNECTION TYPE Cl ANCHOR PER ANCHOR I1,Pff0 fFRAWL®MINOEPE SCHEDULE ® INTERIOR FASTENING ANGLE ASSEMBLY 15-2336 THESE DETAILS DEPICT THE CONNECTION OF ayeI - - ANY PANEL FOR AN OPENING WITH PANELS p�pppl INSTALLED FROM INSIDE.USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H"HEADER OR"U"HEADER TOP MOUNT. °.°Q® g FRANK L BETRlARDO P.E UNLIMITED WIDTH "\.. �1151 I I I 1 I PFaoatlsa9, (PERP.TO PANEL SPAN) �� L• B TYP 12-MAX.ON CENTER PANEL �\ ��• ICEN ATTACHMENT TO MOUNTING HARDWARE OR DIRECT MOUNT. I I No PE004654g •'. O10 2 Oma•. STATE OF Lu M POLYCARBONATE PANELS x''1,11 ALJ,% W oN_ U) FASTENED TO ADJACENT STORM ZQ o>V a 0d PANELS WITH W-20 SIDEWALK BOLT AND WASHERED WINGUT ALLOWABLE C9 �g5 AT MIDSPAN,TYPICAL DESIGN PRESSURES w 8w � i WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS FA d � $ 1 OW +55 PSF -58 PSF " N . NOTE:ANY INSTALLATION WITH ALTERNATING ALUMINUM AND POLYCARBONATE PANELS SHALL y p lb NOT EXCEED THESE DESIGN PRESSURES. w NOTES: TYP. 1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO p S NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS O 0 ALLOWED. Zm adSl 2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. Ed 3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE. 4. END PANELS SHALL BE ALUMINUM PANELS ONLY. g TYPICAL ELEVATION WITH ALTERNATING 's _ a ri1 ALUMINUM AND POLYCARBONATE PANELS }}megg 7 N.T.S. EXTERIOR ELEV a�c INTERIOR 5 GLASS SEPARATION NOT REQUIRED PER / ASTM E1996-09 lb END PANELS SHALL BE POLYCARBONATE PANELS ALUMINUM PANELS ONLY FASTENED TO ADJACENT STORM EXTERIOR POLYCARBONATE PANELS Y ppp FASTENED TO ADJACENT STORM LLLL'' "• PANELS WITH W-20 SIDEWALK BOLT AND WASHERED WINGUT PANELS WITH Y4'-20 SIDEWALK AT MIDSPAN,TYPICAL BOLT AND WASHERED WINGUT AT MIDSPAN,TYPICAL CWffl RFRMKL®il=PE 15-2336 TYPICAL SECTION WITH ALTERNATING PAW°°Ke z ALUMINUM AND POLYCARBONATE PANELS 7 N.T.S. HORIZSECTION 9® ANCHOR SCHEDULES: (SEE SHEET 9 FOR ANCHOR NOTES) NNARDO,P E EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED I rj Spam Up To S-0" Spans Up To 9'-0" Spans Up To 12'•0" ` LOAD CONN TYPE CONN TYPE CONN TYPE LOAD Spans Up To 5'-0" Spans Up To 9'-0" Spare N Tp 12'-0�It ANCHOR ANCHOR CONN TYPE CONN TYPE CONN TYPE�_ No E x ( Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS ( Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 1/4'ITW S.S.TAPCON WITH 33 16.0"16.0"16.0"113.4"116.0-16.0"16.0"116.0" 7.5" 16.0"16.0"16.0"16.0" 5.6" 16.0" 1/q•]ryy S.S.TAPCON WITH 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" 13.^i' '�II11 EDGE EMBED AND 1'MIN. 48 16.0"16.0"16.0"19.2" 16.0"1fi.0"16.0"16.0" 5.3" 16.0"16.0"13.71 16.0" 3.7" 11.3" 1-3/4"EMBED AND 2-1/2' 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.2"16.0"16.0"16.0"16.0" 8.9� 3"• l:1 03 � EDGE DISTANCE(3192 p51 62 16.0"16.0"16.0" 7.1" 16.D"16.0'•14.4"16.0" 3.9" 12.D"15.0" 9.4" 15.0" 7.2" MIN.EDGE DISTANCE(3192 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" 9.2" 14.1"16.0"11.0"16.0" 6.8' a O w MIN CONCRETE) 76 16.0"16.0"16.0" 5.8" 16.0"16.0"10.6"16.0" 3.1" 8.3" 12.3" 7.2" 12.3" 5.3" PSI MIN CONCRETE) 76 16.0"16.0"16.0"14.1"16.0"16.0"12.4"16.0" 7.4" 9.7" 14.4" 8.4" 14.4" S.S' '$. 90 16,0"16.0"16.0" 4.9" 16.0"13.8" 8.4" 13.8" 6.3" 10.4" 5.8" 9.7" 4.2" y 105 16.0"15.9"16.0" 4.1" 13.6"11.8" 6.8" 11.8" 5.0" 8.9" 4.8" 7.8" 3.4" 90 16.0"16.0"16.0"11.7"16.0"16.0" 9.8" 16.0" 6.2" 7.4" 12.2" 6.8" 11.4" 4.6" 9 S/.' •76 120 16.0"12.8"16.0" 3.6" 10.4"10.4" 5.8" 9.7" 4.2" 7.8" 4.3" 6.5" 105 16.0"16.0"16.0" 9.9" 16.0"13.9" 8.0" 13.9" 5.3" 5.9" 10.4" 5.6" 9.1" 3.9" 4.0 /,// 120 16.0"15.1"16.0" 8.5" 12.3"12,2" 6.8" 11.4" 4.6" 4.9" 9.1" 4.8" 7.7" 3.4" 3.4" I 1/4'ELCO ULTRACON WITH 33 16.0"1fi.0"16.0"16.0"16.0"16.0"16.0"16.0"12.2"16.0"16.0"16.0"16.0" 9.1" 16.0" _ W U 1-3/4"EMBED AND 1'MIN. 48 16.0"16.0"16.0"15.1"16.0"16.0"1B.0"16.0" 8,2" 16.0"16.0"13.5'16.0" 6.0" 11.1" 1/4°ELCO ULTRACON WITH 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.7'16.0" ��QQ s 1-3/4'EMBED AND 2-1/2" 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"160"12.4"16.0"16.0"13.9"16.0" 9.0" 11.5' ll Q W = EDGE DISTANCE(2700 psi 62 16.0"16.0"16.0"11.T'16.0"16.0"14.2"16.0" 6.2" 11.9"14.8" 93" 14.8" 4.6" 7.1" MIN.EDGE DISTANCE(2700 62 16.0"16.0"16.0"16.0"16.0"16.0"14.6"16.0" 9.3" 12.3"15.3" 9.6" 15.3" 6.81' 7.311 pgt 01 MIN CONCRETE) 76 16.0"16.0"16.0" 9.5" 16.0"16.0"10.4"16.0" S.0" 8.2" 12.1" 7.3'1 12.1" 5.2" Psi MIN CONCRETE 76 16.0"16.0"16.0"14.4"16.0"16.0"10.8"16.0" 7.5" 8.4" 12.5' 7.3" 12.5" 5.5' S.4" W pN w 90 16.0"16.0"16.0" 7.9" 16.0"113.61118.3" 13.6" 4.2" 6.2" 10.P' S.T' 9.6" 4.1" o•i W 2 _ D 16.0"16.0"16.0"11.8"16.0"14.1" 8.S' 14.1" 6.2" 6.4" 10.6" 5.9" 9.9" 4.6" 4.3" g 105 16.0"15.7'16.0" 6.7" 13.5"11.71 6.7" S1.T' 5.0" 8.8" 4.7" 7.7" 3 4" 10 6.0"16.0"16.0"10.0"13.9"12.1" 7.0" 12.1" 5.3" 5.1" 9.0" 4.9" 7.9" 120 16.0"12.7"16.0" 5.8" 10.3"10.2" 5.7" 9.6" 4.1" 7.7" 4.0" 6.4" ,. !n x w 120 1 13.1"16.0" 8.6" 10.6"10.6" 5.9" 9.9" 4.6" 4.3" 7.9" 4.2" 6.7" W 1/4'ITW SAMMYS SSC W/ 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0"16.0"16.0"16.0"16.0"16.0"13.9"16.0" AE O W u7 4"ELS PLEELM PwS W/ 16.0 16.0"16.0"16.0"16.0"16 0"16,0"16.0"12.5"16.0"16.0"16.0"16.0" 9.1" W 2-1/4'MIN EMBED AND 48 16.0"36.0"16.0"16.0"16.0"16,0"16.0"116.0"12.6"16.0"16.0"16.0"16,0" 9.2" 16.0" ( )) ..I 1-1/4'MIN.EDGE DISTANCE 62 16.0"16,0^16.0"16.0"16.0"16.0"16.0"160" 9.6" 16.0".16.0"15.0"16.0" 7.0" 11.5" 4'MIN EMBED AND 2-1/2° 62 16."16.0"16.0"16.0"16.0"16.0"16.0"16.0" 9.4" 14.0"16.0"11.0"16.0" (3295 psi MIN CON MIN.EDGE DISTANCE(3350 ) 76 16.0"16.0"16.0"14.5"16.0"16.0"16,0"16.0" 7.7" 13.2"16.0"11.4"16.0" 5.7' 8.4" z D�MIN CONC) 76 16.0-1 16.0"16.0"14.5'16.0"36.0"12.3"16.0" 7.6" 8 90 16.0"36.0"16.0"12.0"16.0"16.0"13.3"16.0" 6.4" 10.1"16.0" 9.2" 15.4" 4.B" 6.7" 90 .0"16.0"16.0"11.9"16.0"16.0" 9.8" 16.0" 6.3" 7.4" 12.1" 6.7" 113" 4.7" 4.9" 16.0"16.0"16.0"10.2"16.0"16.0"10.9"16.0" 5.5' 8.0" 14.2" 7.6" 12.4" 4.1" S.4-- 105 1(C 105 6.0"16.0"16.0"10.1"15.9"13.8" 8.0" 13.8" 5.4" 5.9" 30.4" 5.6" 9.1" 4.0"14.0" 120 16.0"16.0"16.0" 8.8" 16.0"16.0" 9.T' 15.4" 4.8" 6.7" 12.4" 6.5' 10.4" 3.6" 4.6" 1 16.0"15.9'116.0- 8.7" 12.2"12.1" 6.7" 11.3" 4.7' 4.9" 9.1" 4.8" 7.6° 1/4-20 ALL POINTS SOLID- 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0" 9.6" 16.0"16.0"16.0"16.0" 7.1" 16.0" _ 1/4°ITV/SAMMYS SSC W1/ 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" - 43 Y LL I SET WITH 7/8•MIN EMBED 48 16.0"16.0"16.0"11.9"16.0"16.0"1S.8"16.0" 6.5" 15.5"13.7" 9.6" 13.T' 4.7" 8,0" 2-1/4•MIN EMBED 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"36.0"16.0"16.0"16.0"16.0"16.0"11.7"16.0" �� AND 1-1/4'MIN.EDGE 62 16.0"16.0"16.0" 9.2" 16.0"14.1"10.1"14.1" 4.9" 8,5" 10.6" 6.6" 1D.V' 3.6" 5.1" - • (STANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"112.1"16.0"16.0"15.6"16.0" 8.9" 12.0" DISTANCE(3000 psi MIN 76 16.0"16.0"16.0" 7.S' 16.0"11.5' 7.4" 11.5' 3.9" 5.8" 8.6" 50" :4.6" 3.7" 4(;1. psl MIN CONCRETE) 76 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" 9.7" 13.8"16.0"11.9"16.0" 7.2" 8.8" 1i1�F"O-3Q CONCRETE) 90 16.0"14.6"16.0" 6.2" 13.8" 9.7" 5.9" 9.7" 3.3" 4.4" 7.3" 4.1" #1 E= 105 15.0"11.2"15.0" 5.2" 9.6" 8.3" 4.8" 8.3" 3.5" 6.2" 3.4" 9D 16.0"16.0"16.0"15.3"16.0"16.0"13.9"16.0" 8.1" 10.5"16.0" 9.6" 16.0" 6.0" 6.9° 5.6 y O ILO 1�. 3X 4 1/14'POW WITH 33 16.0"16 0"16.0"143"16 0" 7.3" 15.4"15 4" 8.0" 15.4"11S"10.9" 5.9" 11.5" * 33 16.0"16.0"16.0"16,0"16.0"16.0"160"16.0" 60"' 6.9" 12.9" 6.8" 10.9^ 4.S 4.8'; ?m1/4-20 ALL POINTS SOLID- 6.0 16.0 16.0 16.0 16.0 16.0 12.8 16.0 1-3/4°MIN EMBED AND 48 16.0"16.0"16.0" 9.9" 16.0"10.6" 9.1" 10.6" 5.3" 9.0" 7.9" 5.6" 3.8" 4.6" SET WITH 7/8°MIN EMBED 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.6"16.0"16.0"12.6"16.0" 8.4" 10.4" m 1-U2'MIN.EDGE DISTANCE 62 14.7'14.7"14.7• 7.6" 14.7' 8.2" 5.9" 8.2" 4.0" 4.9" 6.1" 3.8" 6.1" AND 2•MIN.EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"13.2"16.0" 8.7" 11.0"13.8" 8.6" 13.8" 6.3" 6.6" E (3000 psi MIN CONCRETE) 76 12.0"11.9"12.0" 6.2" 12.0" 6.7" 4.3" 6.7" 3.2" 3.4" 5.0" 5.0" (3000 PSI MIN CONCRETE) 76 16.0"16.0"16.0"13.4"16.0"15.0" 9.7" 15.0" 6.9" 7.6" 11.3" 6.6" 113" 5.1" 4.9" 90 10.1" 8.5" 10.1" 5.1" 8.0" 5.6" 3.4" 5,6" 4.2" 3.9'• q -6--5-7-8--r-74,-3- �¶ �, 90 16.0"16.0"16.0"11.0"16.0"12.7' 7.7" 12.7" 5.8" 5.8" 9.5" 5.3" 8.9" 4.3" 3.8" 5 *E:wz '�"""'�"`0 105 B.7" 6.5" 8.7" 4.3" 5.6" 4.8" 4,8" 3.6" 3.2" >IC y® HI 120 7.6" 5.2" 7.6" 3.7" 4.3' 4.2" 3.9" 3.2" WWW "`P°°"' 105 16.0"14.6"16.0" 9.3" 12.5'10.9" 6.3" 10.9" 4.9" 4.6 8.2" 4.4" 7.2" 3.6" 3.1" a g g 120 16.0"11.8"16.0" 8.0" 9.6" 9.5" 5.3" 8.9" 4.3" 3.8" 7.1" 3.8" 6.0" 3.2" EDGE DISTANCES AS NOTED 1/4'POWERS TAPPER WITH 33 16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.9"16.0"16.0"16.0"16.0"11.8"16.0" w LL (j Spans Up To S-0" Spare Up To 9'-D" Spans Up To 12'-0" 1-3/4'MIN EMBED AND 3° 48 16.0"3fi.0"16.0"16.0" 16.0"16.0"16.0"16.0"10.6"16.0"15.8"11.1"15.8" 7.T' 9.2" r LOAD MIN.EDGE DISTANCE(3000 62 16.0"16.0"16.0"15.3"16.0"16.0"11.7"16.0" 8.0" 9.8" 12.3" 7.7" 12.3" 5.8" 5.9" 5 ]i ANCHOR (P� CONN TYPE CONN TYPE CONN TYPE psi MIN CONCRETE) 76 16.0"16.0"16.0"12.3"16.0"13.3" BS" 13.3" 6.4" 6.7" 10.0" 5.8" 10.0" 4.7" 4.3" x 6. 6. p CS Cl 6. 6. 6. CS CI C2 p 3. C5 90 16.0"16.0"16.0"10.1"16.0"11.3" 6.B" 11.3" 5.3" 5.1" 8.4" 4.7" 7.9" 3.9" 3.4" 1/4•MILLENIUM MILLFAST 33 16.0"16.0"16.0-1116.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.3' 16.0" q 33 R WITH 1-3/4•EMBED AND 48 16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"12.0"16.0"I6.0"12.8"16.0" 8.7" 10.5" T3�' u'I`I`� 105 16.0"12.9"16.0" 8.5" 11.1" 9.7" 5.6" 9.6" 4.5" 4.1" 7.2" 3.9" 6.4" 3.3" 2-1/2'EDGE DISTANCE 62 16.0"16.0"16.0"16.0"16.0"16.0"13.4"16.0" 9.0" 11.2"14.0" 8.8" 14.0" 6.6" 6.7" 120 15.2"10.5"15.2" 7.3" B.S' 8.4" 4.7" 7.9" 3.9" 3.4" 63" 3.3" 5.3" g1 (3275ps1 MIN CONCRETE) 76 16.0"16.0"16.0"14.0"16.0"15.3" 9.9" 15.3" 7.2" 7.7" 11.4" 6.7" 11.4" 5.3" 4.9" 16.01, 105 16.0"14.8"16.0" 9.7"'12.7'11.0" 6.4" 11.0" 5.1" 9.7" 8.3" 4.5" 7.3" Ila �B 120 16.0"12.0"16.0" 8.3" 9.8" 9.7" 5.4" 9.0" 4.4" Z3" 6.1" a a a rya 1/4°MILLENIUM MILLFAST 33 16.0"16.0"160"16.0"16.0"16.0"16.0"16.0"12.7"16.0"16.0"16.0"16.0" WITH 1-3/4'EMBED AND 1' 48 16.0"116.0"116.0"15.8"16.0"16.0"16.0"16.0" 8.5" 16.0"14,4"10.1"14.4" EDGE DISTANCE(3275ps1 62 16.0"16.0"116.0"12.2"16.0"14.9"10.7"14.9" 6.4" 8.9" 11.2" 7.011 11.2" MW CONCRETE) 76 16.0"16.0"16.0" 9.9" 16.0"12.1" 7.9" 12.1" 5.1" 6.1".9.1".5.3" 9.1" g 90 16.0"15.4"16.0" 8.1" 14.6"10.3" 6.2" 10.3" 4.3" 4.7" 7.7" 4.3" 7.2" a 105 15.8"11.8"15.8" 6.9" 10.1" 8.8" 5.1" 8.8" 6.6" 5.81, $ � 120 13.8" 9.5" 13.8" 5.9" 7.8" 7.7" 43" 7.2" 5.8 4.8" _, •y #12 SMS W/2"EYEWALL 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.9"16.0"16.0"16.0"16.0" 9.6" 16.0" g pR 8 ARMOR INSERT W/2-EMBED 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0" 8.7" 16,0"16.0"13.1"16.0" 6.4" 10.8" O �� re 11111 AND 2'EDGE DISTANCE 62 16.0"16.0"16.0"12.4"16.0"16.0"13.8"16.0" 6.6" 11.5"14.4" 9.0" 144" 4.8" 6.9" (200Dpsl MIN CON 00P(RBIRBGIKLIENMRDOPE C) 76 16.0"16.0"16.0"10.0"16.0"15.6"10.1"15.6" 5.3" 7.9" 11.7' 6.8" 11.7" 3.9" 5.1" 90 16.0"16.0"16.0" 8.3" 16.0"13.2" 8.0" 13.2" 4.4" 6.0" 9.9" 5.5" 9.3" 3.3" 4.0" 15-2336 105 16.01'15.21'16.0" 7.0" 13.1"11.3" 6.5' 11.3" 3.8" 4.8" 8.5" 4.6" 7.5" 3.3" ��� 120 16.0"12.3"16.0" 6.1" 10.0" 9.9" 5.5" 9.3" 3.3" 4.0" 7.4" 3.9" 6.2" FAG!ORCIgiTION. #12 SMS W/2.75"EYEWALL 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"116.0"116.0"16.0"16.0"16.0"13.6"16.0" p ARMOR INSERT W/2.5° 48 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.4"16.0"16.0"16.0"16.0" 9.0" 13.9" S$' EMBED AND 2•EDGE 62 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0" 9.3" 14.8"16.0"11.5'16.0" 6.9" 8.9.1 °P DISTANCE(2000psi MIN 76 16.0"16.0"16.0"14.3"16.0"16.0"13.0"16.0" 7.5" 10.2" 6.5" CONC) 90 16.0"16.0"16.0"11.8"16.0"16.0"10.3"16.0" 6.3" 7.8" 12.7" 7.1" 11.9" 4.6" S.1" no 105 16.0"16.0"16.0"10.0"116.0"114.5"18.4" 14.5 5.3 6.2 10.9" 5.9" 9.6" 3.9" 4.2" Q 0 120 16.0"15.8"16.0" 8,6" 12.8"12.7" 7.1" 11.9" 4.6" 5.1" 9.5" 5.0" 8.0" 3.4" 3.5" EDGE DISTANCES AS NOTED spans Up To T-01, Spans Up To V-01' Spam Up To 12'-0" CONN TYPE CONN rfPE CONN TYPE • mE�f�E�EER9IE�ES�E�E�mE�m®��� mE�E�E�mEgi➢mmF&�mm®�®%/%%f��H u - . tomOEM®m 1r//m%///%////% AND I MIN.EDGEm®®®®®DISTANCE , . %/////.�%/////.�%/////.'%i%i ' %/rMOM teV///� I///N%//il%I//O/r� - - ® M®m®%///%//%%////%//%i%/////:%//%%/r///.%//%%////%//%%////%/// 1M®%/r///:®%r//%%/r%%///%%//%%/r/%%//%'%///%%//%''//r/%%%////:'%////%/////. i mMmm mmmm®®®m®MEMmmM ®ME�EF�E�E�®®®m®���%////� 0 �I KM%////Iw%////.%r/%i%////.%/r%i%///%%//%i%r////. 0®m®%/////.mm'%/,//%m%///%///%%r///.%/r/%%////.%///// DIS 0®m®%///%%///%//r%%////.%///%%////.'%//ii,'%////.%//%i%///% �mmm'///////.InV//rr/.,'/r//%i%/////,r1rOi%/////,ME/%///%%//%iv///%%/// EiF�m%////m%///%%//%i%/////.'%//%i%///%%//%i%///%%//%i%/ % % %///////. •/�1 mmt�m%/////vo//%////%///%%r///r//%%VOR%//%i%/////.''///r/%/////:'%r// m%//Mr////%////%////''////%%////,V//%i%///%'/////%///%%//%i'////%%%//%00%Vr// EMMMEM• EMMMMMEOKMEMMM magm mEi�Ei�Ei�E�E�IE�E�EE�i®E� mt3�m® �EMEMMMMEMEB-M, mm • mE�Ei�Ei�mE�➢EE�mmmE����''////%i%/////. DISTANCE •. ,, ,,_ mE�E�EE�®�m'%///%im''////%j/////.m%/////.m%///%%/// OEE�mE�®mm%//%im%//%i%////�''//////m%///%%/// �•.........%"\- %///%%r//%///%%/r/%//%i ®EL�E�Ei�Ef�E�EF�EL�EL��Ei�E�E�E�®E� 1-1/4'MIN EMBED AND EMBED AND OE�E�Ei�EE�Ei�EI�Ei�E�mE�EI�E�E�mm ' OE�Ei�Ef�E�EiffivEF�E�EI�®E�Ef�mE�mm ' OE�Ei�EL�mEE�E�EfE�Ei�®E�Ef�iYmE�%//%im - OE�E�E�E•�i ' awo-rmmua,c: OE�E�E�®Ef�EE�➢mE�t�®����r/// �/ :. �/r ® . �El�®E�mE�E�®�®mmmm //%�/r/� _c.•u,,,xn,"e: DEME 0EMMMmmEE➢r///�mmmm///err%i, mE�EE�➢E�®EE31����////E�mmm�///i,�///� �E�i1E�E�m�����////mmmm O//i,�rrr mE�E�Ei�E�Ei�E�E�E€�®E�E�E�E�mE� �E�Ei�EI�E�E�E�EE�EE9mE�E�EE�E�m� mEi�EL�El�®E�l�����mmm�/rr�m i mm 0Et3➢E�E�®E�➢®®®�///�mmmm�r/r%�/// DISTANCE �IMIN, 0®EE�E�mEf�!'ilk®ice®mmmt�%///:!///% �,�m,,,N m�mE:�®®' mmm•'///////..'%///®%///®'/////%%//% ' �•� �E�E�E�®�®m®%/////.®®%//%ice%//%i%//// �1� �m®m®mm%/////.[�%///%%///® mmm%///%////m%r///m%///%//// ®E�Ei�Ei�mE�iE�E�E�mE�m®mmi� AND V EDGE DISTANCE mmmm%///G.%////%//%i//////."%//%i%///%%//%i%///%%//%i%/////."%///%//// '/////%,//r/;,/r/%,//%'//r0/,,r//%,O%,r////:',r/%'///////. 17 mEMEMMM EF mmmmmmm®EES •mEf�E�E�MMMMMMUMMEMME ORm i • DM�mm�m®�ilmmmmf��///%�////. mMmmmmm®mmmmmmm • m®®®�®���iii iii a a iai ii/ mmmmmmm�®m����®� mmmm®�1IM EMS/O//,Von;M////.V/O%////.''//O/// '- OOREMEMIMMIM wammm9Mmm'///////,.M///.�//%i,////r%�r/%iV/r/%�O%V///� �Ei�Ef�El�f�EE�E�m�l®m®mm�//%i//// Emmmm�/r//L� ///�///�/r/%g//////%�//fir/%i,�///%�//%;,V///� 0�0 �E�me��///%�r0/.%/r/��r///:fir/rte�O/% i,%////.rr///%�//%�///r%M ammmmmQ��MMMEMMM 12 SMS W/2-EYEWALLmMmARMOR INSERT W/1-1/4' �MEMEMEMEMMM[MMMMMmVWM Ei�®EffiaEi�E�EI�mE�E�®�m� mE��Ei�Ei�E�E�E�E�Ei�E�Ei�Ei�Ei�®� m EMBED WITH 2'EDGEm���� ®�m�UNKMUM®M _�,,,,,,,,,,,,,,,,,,,,, iii%�iii/ - ����E���® ® �DISTANCE mmm®mm® om/rm6//O%�////, mEi�EL�Ei�E�EImEL�mE�mmEf3�mE�®m mMMMMMEiMM E MMMM MElm®mEM mmmmmmmm®MA®M®[Mus�iairiiai _ 9 `��,No`CDVOg4 r 3/4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE F rl• Spans Up To S-0" Spans Up To 9'-0•' Soars UO To 12'-0" Spans Up To W-0" Spans UO To 9'-0" Spans Up To 12'A R r CONN TYPE CONN TYPE CONN TYPE In LOAD CONN TYPE CONN TYPE CONN�irPE . •''•• s S ANCHOR Ps0 ANCHOR s gggg = Cl C2 C3 C4 C5 CI C2 p fA CS Cl C2 q C4 GS (Ds� Cl C2 C3 C4 CS Cl C2 p C4 C5 CI C2 C3 C4 /CBY/Q ,N 1/4"LAG SCREW OR HANGER 33 16.0"16.0"116.0"125.9"16.0"16.0"116.0"116.0" 8.9" 16.0"16.0"16.0"16.0" 6.6" 16.0" 1/4"ELCO PANELMATE 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16A"16.0"16.0"16.0"12.0"16. !I BOLT WITH 1.5"MIN THREAD 48 16.0"16.0"16.0"11.0"16.0"16.0"16.0"16.0" 6.0" 16.0"16.0"12.2"16.0" 4.4" 10.1" (FEMALE,MALE,OR PLUS)W/ 48 16.0"16.0-116.0"16.0"16.0'16.0"16.0"16.0"15.9"16.0"16.0"16.0"16.0" 8.0" 15.9" �n p�U a: PENETRATION 62 16.0"16.0"16.0" 8.5" 16.0"16.0"12.0'16.0" 4.6" 10.7"13.4" 8.4" 13.4" 3.4" 6R" 1-7/8'MIN EMBED 62 16.0"16.0"16.0"15.5'16.0"16.0"126.0"116.0" 8.3" 16.0"16.0"13.3"16.0" 6.1" 10.2" u Sa Q 9 0 �.� 76 16.0"16.0"16.0" 6.9" 16.0"14.6" 9.4" 14.6" 3.7" 7.4" 10.9" 6.4" 10.9" 2.7" 4.7" 76 16.0"16.0"16.0"12.6"16.0"160'14.9"16.0" 6.7" 11.7"16.0"10.1"1fi.0" 4.9" 7.5' Z QL 90 36.0 16.0 16.0" 5.7" 16.0"12.3" 7.5" 12.3" 3.1" 5.6" 9.2" 5.2" 8.6" 2.3" 3.7" * 90 16.0"16.0"16.0"10.5"16.0"16.0"11.8"16.0" 5.6" 8.9" 14.6" 8.2" 13.7" 4.Y' 5.9" W Egg O I W * 105 16.0"14.1"16.0" 4.9" 12.2"10.6" 6.1" 10.5" 2.6" 4.5' 7.9" 4.3" 7.0" 2.0" 3.0" 105 16.0"16.0"16.0" 9.9" 16.0"16.0" 9.7" 16.0" 4.8" 7.1" 12.5' 6.8" 11.0" 3.5" 4.8" O lu T 120 16.0"11.5'16.0" 9.2" 9.3" 9.2" 5.2" 8.6" 2.3" 3.7" 6.9" 3.7" 5.8" 2.6" _ 120 16.0"16.0"16.0" 7.7" 14.8"14.6" 8.2" 13.7" 4.2" 5.9" 11.0" 5.6" 9.2" 3.1" 4.1" E� T B14 WOOD SCREW OR SMS 33 16.0"16.0"16.0"15.1"16.0"16.0"16.0"16.0" 8.4" 16.0"16.0"16.0"16.0" 6.2" 16.0" S 1/4'LAG SCREW OR HANGER 33 16.0"16.0"16.0"16.0"16.D"16.0'16.0"16.0"11.1"16.0"16.0"16.0"16.0" 8.2" 16.0" to pj A WRH LS MIN.THREAD 48 16.0"16.0"16.0"10.4"16.0"16.0"14.0"16.0" 5.6" 13.8"12.2" 8.6" 12.2" 4.1" 7.1" $ BOLT WITH 1.5'MIN THREAD 48 16.0"16.0"16.0"13.7"16.0"16.0"16.0"16.0" 7.5' 16.0"16.0"16.0"16.0" S.S' 15.1" W .9 g PENETRATION 62 16.0"16.0"16.0" 8.0" 16.0'12.6" 9.0" 12.6"#74'..5" 9.4" 5.9" 9.4" 3.1" 4.5" '^ PENErRATION O in 62 16.0"16.0"16.0"10.6"16.0"16.0"16.0"16.0" 5.7" 16.0'16.0"12.6"16.0" 4.2" 9.6" 3 76 16.0"16.0"16.0" 6.5" 16.0"10.2" 6.6" 10.2" .2" 7.7" 4.5" 7.7" 2.5" 3.3" 76 16.0"16.0"16.0" 8.6" 16.0"16.0"14.1"16.0^ 4.6" 11.1"16.0" 9.6" 16.0" 3.4" 7.1" 90 15.6"13.0"15.6" SA" 12.3" 8.T' 5.2" 8.7" .0" 6.5" 3.6" 6.1" 2.1" 2.6" 90 16.0"16.0"16.0" 7.2" 16.0"16.0"11.2"16.0" 3.9" 8.4" 13.8" 7.T' 12.9" 2.9" 5.6" 105 13.3" 9.9" 13.3" 4.6" 8.6" 7.4" 4.3" 7.4" .1" 5.6" 3.0" 4.9" 2.1" cc 105 16.0"16.0"16.0" 6.1" 16.0"15.8" 9.1" 15.8" 3.3" 6.7" 11.9" 6.4" 10.4" 2.5" 4.6" 120 11.7" 8.0" 11.7" 3.9" 6.5" 6.5" 3.6" 6.1" .6" 4.9" 2.6" 4.1" 8 * 120 16.0"16.0"16.0" 5.3" 14.0"13.8" 7.7" 12.9" 2.9" 5.6" 10.4" S.S' 8.7" 2.2" 3.9" 1/4"ELCO PANELMATE 33 16.0"16.0"16.0"12.6"16.0"16.0"16.0"16.0" 6.0"16.0"16.0"16.0" 5.2" 16.0" 3 A14 WOOD SCREWORSMS 33 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5'16.0"16.0"16.0"16.0" 8.5" 16.0"(FEMALE,MALE,OR PLUS)W/ 48 16,0"16.0"16.0" 8.6" 16.0"15.T'13.6"15.T' 3.4"13.8" 8.3" 11.8" 3.5" 6.9" WITH 1.5"MIN.THREAD 48 16.0"16.0"16.0"14.2"16.0"16.0"16.0'16.0" 7.8" 16.0"16.0"14.7"16.0" 5.7" 12.1"1-7/8'MIN EMBED 62 16.0"16.0"16.0" 6.7" 16.0"12.2" 8.7" 12.2" .3" 9.1" 5.7" 9.1" 2.6" 4.4" PENETRATI.O.N 62 16.0"16.0"160"11.0"16.0"16.0"15.4"16.0" 5.9" 12.9"16.0"10.1"16.0" 4.4" 7.T'76 16.0"ifi.0"16.0" 5.4" 16.0" 9.9" 6.4" 9.9" .D" 7.5" 4.4" 7.5" 2.1" 3.2" 76 160"16.0"16.0" 8.9" 16.0"16.0"11.4"16.0" 4.B" 8.9" 13.2" 7.7" 13.2" 3.5' S.7"90 15.1"126"15.1" 4.S' 120" 8.4" 5.1" 84" 3.8" 6.3" 3.5" 5.9" 2.5" 90 16.0"16.0"16.0" 7.4" 16.0"14.8" 9.0" 14.8" 4.0" 6.8" 11.1" 6.2" 10.4" 3.0" 4.5"105 13.0" 9.6" 13.0" 3.8" 8.3" 7.2" 4.2" 7.2" 3.1" 5.4" 2.9" 4.7" 2.1" 105 16.0"16.0"16.0" 6.3" 14.7"12.7" 7.3" 12.7" 3.4" 5.4" 9.5" 5.1" 8.4" 2.5" 3.7" 0 120 11.3" 7.B" 11.3" 3.3" 6.4" 6.3" 3.5' S.9" 2.5" 4.7" 2.5" 4.0" 120 16.0"13.8"16.0" 5.5" 11.2"11.1" 6.2" 10.4" 3.0" 4.5" 8,3" 4.4" 7.0" 2.2" 3.1" 0 o:M rckZD�� d Tv -9 o f� I ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' a _ ■ RECOMMENDATIONS. 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. E6 4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. S. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES e MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES p INDICATED IN SPAN SCHEDULE(S)SHALL APPLY. ' 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO S PLYWOOD. 11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OFTHREADS IN BASE DOPMWRWKL83dWODPE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BDLT") 15-2336 U.N.O. _ SCAL111 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT PAGE 099CRUMM-Ni MOUNT INSTALLATIONS. 14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS p�® TO HOLLOW BLOCK � O MI RADE AMN NIIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 a .miamidade.gov/economy NOTICE OF ACCEPTANCE (NOA) Gallina USA,LLC 4335 Capital Circle Janesville,WI 53546 i SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control -Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 5/8"RDC Storm Panels Shutter APPROVAL DOCUMENT: Drawing No.08-01342,titled 5/8"Hurricane Storm Panel RDC,sheets 1 through 3 of 3,prepared by Gallina USA,LLC,dated September 12,2011,last revision#C dated March 20,2018,signed and sealed by Luis R Lomas,P.E.,on March 20,2018,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number&the expiration date by Miami-Dade County Product Control Section MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#13-1126.21 and consists of this page 1,evidence submitted pages E-1,E-2,& E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,PX.,NLS. NOA No.18-0404.01 Mu�1-JC1D3=De UNTYM Expiration Date: 07/27/2019 03/2e1 a PP A roval Date:05/03/2018 o Page 1 Gallina USA,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0222.04 A. DRAWINGS 1. Drawing No. GAL—0004-1, titled "518"&1"Hurricane Storm Panel RDC sheets 1 through 5 of 5,prepared by PTC Engineering, Inc., dated December 01, 2005, signed and sealed by L. Roberto Lomas, P.E. B. TESTS 1. Test report on Large,Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 518"Hurricane Storm Panel R.D.C.,prepared by National Certified Testing Laboratories, Report No. 210-3249-1, dated October 14, 2005, signed and sealed by Gerald John Ferrara, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test,.and Uniform Static Air Pressure Test of I"Hurricane Storm Panel R.D.C,prepared by National j Certified Testing Laboratories, Report No. 210-3249-2, dated October 14, 2005, signed and sealed by Gerald John Ferrara P.E. 3. Test report on Spontaneous Ignition Temperature per ASTMD-1929, Report No. 3064952, dated September 29, 2004. 4. Test report on Rate of Burning per ASTMD635-98, Report No. 3033484(a) and 3041325(a), dated May 28, 2003. 5. Test Report on Flame Spread and Smoke Development per ASTME-84-01, Report No. 3033484(b), dated January 17, 2003. C. CALCULATIONS 1. Comparative Analysis,Anchor Calculations and details for 518" &1"Storm Panels RDC, dated November 28, 2005,pages 1 through 5 of 5,prepared by PTC Engineering, Inc., signed and sealed by Luis R. Lomas, P.E. D. QUALITY ASSURANCE I. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. 4500 hrs.Accelerated Weathering,Pre-and-Post-weatheringTensile Test contract letter from Intertek Testing Laboratory, dated September 06, 2006 to begin before i 0913012006, in accordance with ASTMD638, signed Jeff Gearhart. 2. EVIDENCE SUBM=D UNDER PREVIOUS APPROVAL#07-0320.04 A. DRAWINGS 1. None. B. TESTS i 1. None. j Helmy A.Makar,P.E.,M.S. Product Control Section Supervisor j NOA No.18-0404.01 Expiration Date: 07/27/2019 Approval Date:05/03/2018 ' E-1 t GaRina USA,LLC t NOTICE.OF ACCEPTANCE: EVIDENCE SUBAHTTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. 4500 hrs.Accelerated Weathering,pre-and-post-weathering Tensile Test contract letter from Intertek Testing Laboratory, dated September 06, 2006 to begin before 0913012006, in accordance with ASTMD638, signed Jeff Gearhart. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#08-0213.02 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1006.12 A. DRAWINGS 1. Drawing No. 08-01342, titled "518"&1"Hurricane Storm Panel RDC ", sheets 1 through 5 of 5,prepared by Gallina USA, LLC, dated September 12, 2011, signed and sealed by Luis R Lomas, P.E., on December 22, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. E. MATERIAL CERTIFICATIONS 1. None. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.18-0404.01 Expiration Date: 07/27/2019 Approval Date:05/03/2018 E-2 Gallina USA,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#13-1126.21 A. DRAWINGS 1. Drawing rawin No. 08-01342 titled 5/8"Hurricane Storm Panel RDC, sheets 1 through 3 of 3,prepared by Gallina USA, LLC, dated September 12, 2011, last revision#B dated May 15, 2013, signed and sealed by Luis R. Lomas, P.E., on May 16, 2013. B. TESTS 1. None. C. CALCULATIONS 1. None. i D. QUALITY ASSURANCE I. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08-01342, titled 518"Hurricane Storm Panel RDC, sheets I through 3 of 3,prepared by Gallina USA, LLC, dated September 12, 2011, last revision#C dated March 20, 2018, signed and sealed by Luis R. Lomas, P.E., on March 20, 2018. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS .1. FBC, 2017 Edition compliance letter prepared by Luis R. Lomas, P.E., dated March 22, 2018, signed and sealed by Luis R Lomas, P.E. 47 Helmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.18-0404.01 Expiration Date: 07/27/2019 Approval Date:05/03/2018 E-3 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 12/12/11 R.L. SHEATHING B REMOVED 1" PANEL 05/15/13 R.L. BY OTHERS C REVISED NOTE 1 03/20/18 R.L. 2 5 EXTERIOR FINISH BY OTHERS EO EO 2X FRMING BY OTHERS 3 2" MIN. 2X FRAMING EDGEL BY OTHERS DISTANCERETE OR NRY INTERIOR ° HERS INTERIOR 1" MIN. 4 EDGE 4 °DISTANCE 1 1 4" MIN. 1 1/2" MIN.i EMEDMENT EMBEDMENT 11/2" T— MIN. L EMBEDMENT STORM INTERIOR PANEL SHEATHING HEIGHT BY OTHERS EXTERIOR EXTERIOR 1 FINISH 2 5 3 BY OTHERS L EXTERIOR 4 EXTERIOR 4 ° SECTION SECTION 2E GE ° ° 4 B CONCRETE OR MASONRY INSTALLATION IWWOOD FRAMING INSTALLATION DISTANCE v v 4v a ' ° v v v 3 v ' 1 1/4" SIGNED:03/20/2018 MIN. CONCRETE OR EM T MASONRY q SECTION GALLINA USA, LLC R Igo ��,��� BY OTHERS 2 ILLATION 4335 CAPITAL CIRCLE .� CONCRETEORMASONRY/N 10 JANESVILLE, WI 53545 vJ•''�\cENSF'•9S �'� vnowrT auvlsw - tt:crmp)ying\vithtHcFluttid" 5/8" HURRICANE STORM PANEL RDC - °,s214 [aufldi:tg Cede `* '/C= Acwytmxc l4°�.. . 48" % 96° 01 — — Expr mtir.:°o / INSTALLATION DETAILS a ��' Sy DRAWN: DWC REV i�,n'•• STATE OF NO. 11im°t a -0 ctMn r° V.L. 08-01342 C ',�5 ��ORIOP.•�G�=�' SCALE NTS DATE D9/12/1i SHEET 2 OF 3 ,��/s/�NALt� L.ROBERTO LOMAS P.E. Luls R. Lomas P.E. 1492 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434696.0609 r110PIB5@*M0SP0.C°Rf BILL OF MATERIALS REMSIONS ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL Rev DESCRIPTION DATE APPROVED 1 2161 516"STORM PANEL POLYCARBONATE A REVISED PER MD COMMENTS 12/12/11 R.L. 2 PURCHASE 1/4"PANEL MATE MALE FASTENER TEXTRON 3 PURCHASE 1/4'WASHER STEEL B REMOVED 1" PANEL 05/15/13 R.L. 4 PURCHASE 114-20WNGNUT STEEL C REVISED NOTE 1 03/20/18 R.L. 6 IPURCHASE--TI/4'TAPCON SG ITWBUILDEX 8B"PRODUCT PROPERTIES TEST DESCRIPTION TEST METHOD TEST RESULTS O 1/4"PANEL MATE EXTRO SBF IGNITION TEMP. ASTM D1929 896'F AVERAGE TIME OF BURNING ASTM D636 0 SEC. O 1/4"TAPCON SG TWBUILD STANDARD FLAME SPREAD ASTME84 15 SMOKE DENSITY DEVELOPED ASTME84 350 TENSILE STRENGTH(MEAN) ASTM D638 6604 PSI 17240 PSI BEFORE 1AFTER O 1/4"-20 WING NUT .016" .45" STEEL f .004" 63 DIA. .63" .28 DIA. .030" 0 5/8"PANEL EXTERIOR WALLS 0.030" INTERIOR FLUTED WALLS THICKNESS 0.016" 1/4"WASHER O STEEL 1/16"THICK i I SIGNED:03/20/2018 GALLINA USA, LLC '0 R. `�1l l n 1111,,,, 4335 CAPITAL CIRCLE .`���S•"'•'.M'9 JANESVILLE, WI 53545 ucENs�' .51 FloDucrr�aLssn I I 5/8" HURRICANE STORM PANEL RDC 0.625,14 s^�+tnpiying crit!:tiro F.oriu+ * *. l;attdu„CoCe 48° x 96° — Aca;>E'm�u+� DJ B4O.M. AND COMPONENTS ?y1t/` pillion �iZf l9 1 t �J DRAWN: DWG NO. REV O STATE OF .'-r Ile11/� h enlD' uceCDtRnI V.L. NTS DATE 09/12/11 08-01342 32 OF 3 C ''/i//'10jNA�1�N`��` L.ROBERTOLOMASP.E. Luis R. Lomas P.E. 1432 WOODFORD ROLEWIBVILLE,NC27023 FL No.: 62514 j 434688.0608 111mas@Momeape.com BaS Home j Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications t FBC Staff SCIS Site Map j Unks Search Florida s Product Approval USER:Public User Product Approval Menu>Product or Application Search>Apoliration List>Application Detail .. _ FL# FL137S7-R6 i 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/Emall 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 the Frank L.Bennardo,P.E. 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. k� Validation Checklist-Hardcopy Received Certificate of Independence FL13757 R6 COI IndepLj— df FL13757 R6 COI Indep-2.pdf FL13757 R6 COI Inde". f Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2006 ASTM E1996 2005 ASTM E330 Zooz TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13757 R6 Equiv E qL1,p—df FL13757 R6 Eguiv quiv2,P-j FL13757 R6 Eq_uivEquiv3.pd Sections from the Code Product Approval Method Method I 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 11 Dwglp 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 span/pressure FL13757 R6 AE Evall.od combinations and additional limitations of use. Created by Independent Third Party:Yes -1�757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System L its of Use I stallation Instructions Approved for use in HVHZ-Yes L13757 R6 11 DwgZ.p &f 'd e �kYes�.� ru� Approved for use outside HVHZ.,Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant.Yes Created by Independent Third Party:Yes W Evaluation Reports Other:See installation drawings for allowable span/pressure FL-13757 R6 AE Eva12.pd combinations and additional limitations of use. Created by Independent Third Party:Yes 13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E" I for use with essential facilities and wind zone 4 applications. Limits of Use Installation Instructions Approved for use in HVHZ:No FL13757 R6 11 Dwg3.pdf Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+110/-128 Evaluation Reports Other:See product drawing for additional information, FL13757 R6 AE Evaj3. df anchorage,etc. Created by Independent Third Party:Yes Contact Us :2601 Blair Stone Road,Tallahassee FIL 32399 Phone!850-487-1824 The State of Florida Is an AA/EEO employer.CoDvtiaht 2007-2013 State of Florida.::Privacy Statement::Accessibility statement::Refund Statement under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.139S.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,11censees;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,F.S., please dick bSlp_. Product Approval Accepts. MW BE E ':-Credit..Cart 6.8 STREAMLINE SHUTTER •�'''''G. ;° °s FOR USE WITHIN AND OUTSIDE THE HVHZ GENERAL NOTES: 4 1 No PEW4654 ' 1. THIS SYSTEM HAS SERE{NNPTESTED AND EVALUATED MCI ACCORDANCETHE WITH THE FLOLoCrryRIDA BUILDINGCo C * = Z(ON}�T NE N S T E INT MR TT�IAL BUILDING U LEMLLLDIN Q AND CI R USE WITHIN AND DE ESSENTIAL AL RES COD OD IN EDITION UNLIMITED WIDTH f� STATE OF C. �a � Inc4 E199609.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 2. POSITIVE AID NEGATIVE DESIGN PRESSURES CALCULO'MD FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �yLL� UIREMEtITS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i, + iL In FLORIDA BUILDING CODE SHALL SE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN II t I I I 1 0 ` PRESSURE CAPACITY VALUES LISTED HER FOR ANY ASSEMB�L/Y2AS SHOWN. �/ / �a c 4. DESI TESTING PRBSURCONDUCTED S NO D HEREIN ARE ACCORDANCE ONTnAXIMUM TESTED PRESSUMRES DNIPED BY A 1 5 $m SAFETY FAC74R, cl S. THIS SYSTEN HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND14 ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW CRITERIA ISINDEPENDENTIY ADOPTED BY THE AUTHORITY HAVING 7URISDICTION. y Gi 6. NO]NCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR DESIGN. $O 3t 7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE Q .+ DOCUMENTSIN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINR VELOCITY. FOR SFIALLLBE U'5E�D���ONS tN ACCORDANCE WITH ASCE 7,A DIRECTIONALIII'FACTOR OF Kd=0.85 8. THE SYSTEMDETAIIED HEREIN IS GENEFUC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC yam, 9. THESE INSTALLATION INSTRUCTIONS ARE PARS OF A PRODUCT APPROVAL EYRIUATION AND SHALL u, ONLY BE USE)IN CONIUNCRON WITH THE EVALUATION REPORT SUBMITTED FOR EX E PRQDUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHA 61G15-23 OFTHE FLORIDA ADMINISTRATIVE CDDE. 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACT01 DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR iri VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 11. ANY MODI TIDNS on ADDITIONS TO TO THHESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL i DOCUMENTS. 1 iURRIC'ANE PROTEI�+TIIaN `U. 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM OFFICIAL MAT RREEQpUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SONED,DATED AND TRACK SEALED BY AUCENSEp ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND IUSTIFY THE DEVIATION.AS A CONDITLON TO THE BUILDING OFFICIAL GRATING HIS/HER APPROVAL LOCKING MECHANISM,SEE 13. EACH SHUTLTIR ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE Ft7LLOWING MINIMUM TYPICAL PLAN VIEWS INFORMATION: TOWN&COUNTRY INDUSTRIES FORT LAUDERDALE FL MISSILE LEVEL D-ASTM EISS E1996&ETYPICAL ACCORDION 330 s SHUTTER ELEVATION FLORIDA PRoouct 2A°P2P OVAA3L NUMBERTABLE 2' 1 N.T.S. ExsEnlaR Ft E1! n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM FV OF 25 1• K.S.I. ( N 15. ALLBOLTS TEIISIIWEASfRENG CLU60 KSII T.O.N.I OP)SHALLIVETS E STAINALL BE ESS STEEL 0R (1 0 5052 MINIMUM SEPARATION FROM GLASS ALUM.ALLOY. I(VHZ NON-HVHZ ESSENTIAL 16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR r BOX LOCK ATCENTER OR SIDE CLOSURE. FACILITIES 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REI�UIRE. $ 1B. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REM VABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS dr d°Ia a 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN S AL ABOVE TION S 30'LATIO 5 34'ABOVE >30'ABOVE 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 30' 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE r! 9 22. SHUTTER MAY BE INSTALLED WITH UP TO(2ADDITIONAL BLADES OF SLACK 72" 2-114' t 618" 2318" t bt8' 23. SEALANT SHALL BE USED ON ANCHORS OR PACKS WHEREVER WATER SEEPAGE IS POSSIBLE. TABLE is 99" 3-t/2' 1-7m3.516• tare' �in TABLE 1 NOTES: 120" 4-118' 2' 4-114- 2" I �� ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4 Ire' 2' 6' 2" 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. OOPIfgt7RtWt4@iPA 0PR AT EACH RESPECTIVE SHUTTER SPAN. 2. NM:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DARE COUNTY AND BROWARD COUNTY POSR'IVE NEGATIVE 2 LINEAR INTERPOLATION BETWEEN SHUTTER FCtIR187C'- 15-2339 SHUrtER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS '3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND k BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,,PROVIDED THAT SHUTTER HAS A p BPS PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". IAF! SPAN SHALL BE USER. 4. ,INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30'SHAH M 100 100 HAVE 2-7/0'MINIMUM SEPARATION FROM GLASS WHEN S 30'ABOVE GRADE,AND 1-5/8'WHEN>30' ABOVE GRADE, °••� B9' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 120' 63 63 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, 6. SEPARATION FOR�aLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM 144' 43. 40 E1996.09. i// E06/65NNMD04.E PROTECTION VARIES 2.874' 4,874'MAX 7 I 0.062" 0.450' 0.050` -*f N0 P60046s� _ 1.708 0.100" 0.125° 1.708' 0.100" {-1.830" 0.062• a �}},- L_ 0.080° 0.063" =p0 0195* 0.096' 0.195° 0.06D` OATO° tom• 0.060• _..-T.. 2.020' i 6r4rr OR 'j �* �u1 0.062° x.908" �O ..t. .125 �.. 0.630° .i Q.630" '" 1.993' ........ �it-ry ' �OC� $ O,b30' 0.062• � 0.630• 0106Y ,^� _,t. 1~„ .143" 0.09b"! ••'.. -l.a �y059"-} 0.971. 4. }0.471'] 0.1 43' rtiliitt It\ N�ggq 0.062°0 200' -1.Q69"-t 0.062` 00" 0,"d60° 0.06 170• 0.06' N 00we 062" 0.062- Z >V J 0.630ql.1�69-4 1. 1. g'c m 1.068' 5.745'W. SUPPORT LECs OPTIONAL p6�1 1,064' �00" 5.745"MAX. WALL BUILD OUT WALL STREAMLINE CEILING TRACK �4}STREAMLINE WALL TRACK (�HEAVY HEADER/SILL (�LITE HEADER/SILL `✓ SCALE>HALF-SIZE �--r SCALE,HALF SIZE SCALE.HALF SIZE '�-' SCALE.HALF SIZE ''�-1 SCALE.HALF SIZE `✓ SCALE:HALF SIZE O WHERE SHOWN,SCREW BOSSES &FELT GROVES ARE OPTIONALi ON ALL EXTRUSIONS tagl 0.874'} 2.655' 0.875' �1 2.195" 0.510• 2.195" 1.230" &R µl49 d 1.229' 0.105• 0.060' IV 0745---2.655' r �j 4I i --{ p ac ,10 �"! 1Eli 0.105, ( to 2.3 501 .. 4.84" g ' .83i' H t N �r tI� 0.105" ST 0.105" m 0,075°t n • 0.075" ry I a t- .. Srq 4.5x0' 1L � 0.994., .+ 0.044` _...___ NOTE;TESTED THICKNESS OF , 4.510'----� �.-.�3.505'� BARE METAL W/O PAINT IS 0.039' SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM I3 6.8 STREAMLINE SLAT/BLADE a SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE+HALF SIZE p SCALE:HALF SIZE 0.143•-} 0.x43•-{t- 0'�" 0 5 0" 0.34x° 1.570' .06 0 5100.070' R i} 1.70$'-�0.143' 0.046" X0.245° r L I 0.060' 10 .xxS° ..., j 0.080' 0.137" 4.753° c 0.040" 0.096" 4.510'- --} " F 0.080° 50130 r8 a. 0,27 0.682• 0.630' 0.0600. 15-2339 NOTE:THICKNESS OF BARE 2.82Y --1.625•--� t---0.420" scum, . METAL W/O PATNTTS 0.039' pal 15 6,8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP gay WALL SILL SCALE.HALF SIZE SCALES HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALES HALF SIZE o.�9 • FILWKL eENN/1R60 p.E. .. .. , :• ``t�,1j1�1II1// �PEawd9a9 �;'�..�: 3.459` •{{-0.125' 0.610' STAINLESS .280' -{ NYLON WASHER OR •••u.' ASSEMBLY 4 0" ALUMINUM <C 0.35r 0.320"W HOLE Ai 0�'.50" Q.276° *'• N0 A" NYLON � `b�, SCREW W/T410 ULl ACOTE T�• 0.591^ -'"ro 8'�'P5 W N O.BBO D.0 WHEEL '" ,44 0.1�ZO^0 INSERTS COATING -a l N T, TRACK (TYP TOP 0.06x^j� I Tq)�oF Le NYLON BUSHING W/WASHER: �•,_,_ J.. ��� /'�QR7Dq ('i M I I TYP.AT EVERY OTHER 0.750' 7/1610 X 1/2't1P INTERIOR JOINT TOP 0.154".� T- - 5' '�� INSIDE 30INT ATTOP. CYLINDER-SOLID BRASS,NICKEL PLATED E/ITHER CAN BE SED ONJOE INT OR OM 0137' i7�7Y,9�11 ,C; y„ N 19 ANGLE 22 ROLLER ASSEMBLY HOUS1NCr2iNGDICAST,PowDERCOATED 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT [� g-cI SCALE:HALF SIZE SCALE:HALF S12E NOTE: MAY BE KEY OPERATED OUTSIDE O W tho 1 ORKEY/THUMBTURN OPERATED INSIDE. SCALE:HALF SIZE SCALE:HALF SIZE Et D.250" 8N P3 BRASS PUSH LOCK SCALE.HALF SIZE y 6 ROASS' 1.976' O dt 1.742" 2.125° O 4.000" 0.236• 0.286 1.603' R0.500' 0'500" 0.623' nto 10" 1.224^ 0.267° 0.790" 0.090^ 0.314° 0.531' 0.531" 0.064" 0. "2.250" ( N 0.0 a 0.250' `-r c o $ 0.607' Tn In Tn' :r 0.607' $g 0.118'1 4 -0.224" 0.239' }-� I wo n a^n m a a$ffi 0.060' 0.496' 0.240' I 14 A A tC -2.750' 1.758°- " pEi 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476 1 Dom, 0.290• -_t yn I SCALE:HALF 512E SCALE.HALF SIZE 1 Y aaayyy 1.001 0.062'p,0 0.062 •0.176" 30 UNIMATE.LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER r SCALE:HALF SIZE SCALE,HALF SIZE SCALE HALF SIZE G 3{n -11^0.062" Q 5.500'x 13/16'WIDE �-}0.400' .. ;c c y0ypp1 8 711WO STAINLESS a x '� (•167' STEEL NUT �+ 30 0bob" 0.438" L' '41 O.SBB° 5/16-18x1 MACHINE SCREW �• 5/16`0 INTERNAL STAINLESS STEEL F e 0.121" � i 4.500 }--^--+0.689' POWDER COATED,ZINC DIE-CAST THREAD HEAD STYLE VARIES ".�.. A SECTION A T-LOCK ADAPTER T-SCREW INSERT THUMB SCREW -- i;aso• DELTA MODEL J022 36 37 3$ o ` 0254" 4DO 401 44C INDUSTRIAL SYSTEMS {OPTIONAL} SCALE FULL SIZE SCALE FULL SIZE '` ' , �� q 35 BOX LOCK SCALE.HALF SIZE "' �0319 END STRIP 1" ¢ rt SCALE:HALF SIZE � f-2.000°--{ 2" & 3" EXT }-1.625'--} }-3.500'-} 12s, ^Tt"D.125'SCALE: HALF SIZE 0.050° I 0.093" 8.125' 0.085' n 0.125" lCPIR9STFRNRLEBNNVDPA 0.093, M 15-2339 0.250" go N 0.085" n _ ►AO MiQtktRiONI SrAM N 7.000"-- � or r I 2O ALT. 1" END STRIP 21 i.5"x3"xO.093" ANGLE 25 2"x3',xO.125.. ANGLE 3g 2X7 ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .. .. NNARCOt PME. ANY A"OR PER ANCHOR EDGE DIST,- SCHEDULE 0 18"O.C. EXISTING DIST, GLAZINGSEE ENp STRIiC N SCHEDULE fOR) No E004 O.. E EMBED nSPAN WHEN IIS LEG D�ANGL ITON t i 20,40a,40b 1p EMBED. i µ (INTERIOR) 1/4" OR 6.8 STAR ti N 0 tC 17 '. .,... �rj17 MAX. WITH 210R 21r`y 0—,• O MIN.0,062'THICK 6063-T6 ALUM, 3p ANGLE i'x 1"MIN,TO 2'x 5"MAX. JF=9 21 20 D WJ c 1 (ANGLE LEG MAY BE REVERSED) ///T r ANY ANCHOR PER ANCHOR tftZ 810x2NG�WCK W/ ( SCHEDULE 0 18'D.C. Ct�RNER TOP � &BOTTOM•AND d W 13 13 A#12Ax 11 GAL RED OR/ Z Sol 13 *12 X 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16'0 ALUM.POP W WWW N (TYP.I 30 3/16°af ALUM.POP RIVET,OR 1/4.20 RIVET 0 tk 1/4-20 MACHINE $'1 USE(1)BRASS H LOCK 0 (1) MACHINE BOLT&NUT 0 28'O.C. ALTERNATE END STRIP DETAIL BOLT✓ HUT®SB'OZ. 3 (ExrEwon) 5/16-187�(uMs s Ew rnro READEp WITH 6,8 STARTER AND ANGLE a a INSERT(3 AT1/3 PANTO 3SPAN SCALE:3'"at'-G" ANY TRACK W/ pW � TYPICAL PLAN VIEW FROM OMOFS UTTE CEmNG ENDSiRIPSCHIMULB SCREW BOSSES. �O HOLE SHAD.BE 3/8"MAX DTH,UP TOPSF A SCALE:3"-V-0'" 1*HEIGHT. 1'BSO(2.7•) 72 007 .� 08 USE(1)B AS PUSH LOCK \ OR 11 5/16-1 THUMB LOCKS EI-Ai[5 FOR SEE END STRIP SCREW 1 0 HREADED 2"�CA•T'J INSERT �p37 T 1/3 SPAN LATER MATES SCHEDULE FOR MAX. _ W'=� T 0 213 SP'A FROM MOWN ON RANDOM N SPAN WHEN USING BOTTOM DF UTTER. 30 DETAILS 3"Bf0(4.7') 20,40a,qOb ORgOc, K 49! RECEIVING H E SHALL BE I 1'• 3/8"'MAX WID H,UPT00 t3 AL®� t � u4" WITH2 0OR 6.8 � ¢ 1 HEIGHT. OF 2 •,.. ���YAApp .. ` Zm B =0 \ 40 40 USE APPROPRIATE '¢ 1. STARTER STRIP TO c'a t,6yq• 40 20 PROVIDE CLOSURE p 13 �' BUILDING CONDITIONS. 5 s 23 s+ FASTEN STARTER STRIP 1 TO TRACK W/(2)0101", (INSIDE) m \ SCREWS AT CORNER,TOP ic0 12V ALTERNATE END STRIP DETAIL &BOTTOMS i3 H I SCALE:3"=T-O'• ANY TRACK W/SCREW BOSSES. W Rvq l- 12 0 SILL to FOR GREATER SPANS OR LOADSTWW y W MOWN IN END am SCHEDULE.END > I` Ln 6TPIP5 RREEOO1IIIIRE A l"XV,090'CUP ANGLE it WO SPANUSINO ANY ANCHOR ON THE EXISTING GLASS a g ASCREWNCHO S HEDU !"To EYro STOP. 34 °J USE It)BRASS PUSH LOCK (INSIDE) USE(f1)BRASS PUSH LOCK F OR(i 5/16-18 THUMB OR I7 5/16-18 THUMB 13 SCRE 1 O THREADED �". SCREW 3 0 THREADED t 30 WSE t37f AT 7l3 SPAN SILL it $ SSS P--� NSERT t3Tl AT 1/3 SPAN a a�y TO 2/3 SPAN FROM BO TO N FROM UTT � 0 BOTTOM OF SHUTTER �l BOTTOM OF SHUTTER. RECEIVING HOLE SHRLL 8E (OUTSIDE) I 3/8"MAX WIDTH,UP T i F'HEIGHT. 3- TYPICAL OUTSIDE CORNER CLOSURE 5 30B CC) DETAILS WO/CORNER POST NTS .� 13 30 O0PYR01RRUNSLYBNNOOPE 13 3, 2+5 13 23 (ourslDE) 15-2339 SILL USE(1)BOX LOCK AT+/3 fd SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER TYPICAL INSIDE CORNER CLOSURE NFA p$$ - CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY NTS 2!,a„a SCALE:3"a 1'-0" m)C� Cl CONNECTION TYPE REFERENCE ANCHOR /-EXISTING HOST SCHEDULJA TRUCTURE _ SPACING 1 71 MAX.Cl CONNE1/4-20 MACHINE BOLT REFERENJ2"® W/NUT p 12"O.C.OR = a SCHEDUL �2" 1114 SMS p 6"O.C, L 1}T (TYP.TOP&BOTTOM! -. T tp rbN ?t ALUM. TUBE •'•, L7 2FASTENERS .(� ., O m 6063-T6 ALLOY EACH ANGLE SEE TAB A FOR 512E. MORR60-' �� s •,•'�1"x2"xALTERNATE THRU B �3 p O�OR 2"x 2"x 1/e'• 1"> Ct CONNECTION TYPEN.GLASSALUM.ANGLE ° yy _.,,,, REFERENCE ANCHOREi PARATION W u F' SCHEDULE FOR MAX13 "° 13 , ((. I { j SPA{[NGR TABLE 2 =Q Z w Z N THREE 3/16"0 ALUM. I 1+j I "' POPRIVETSSMS. OR ° 17 I I OR DOOR X�w++va. W TI-REE#12 SMS,TYP. \�\1- 3/16"0 ALUM.POP l4 i I �"~` Q 0: Ib W 1? RIVETCED 18 O C,OR#12 12 SMS � �- J RLt��.,,,•. I I, OO d! TABLE A(ow ,' r q (5�0 6 OR w z wl.� '`r 0 J(n �" PRESSURE VS A1iOW1AE L£tiGB1 MAY USE MALE OR - �'••---- In 1 L � 2 � ' 3W FEMALELOCK-SLAT W o 13 ALTERNATE THRU BOLT U4"MAX.FROM PIN 62 &i7' 1�` C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING 72 iz1' 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR �`e--7 � WASHER(TYP.) w.�lY 62 119` STr CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. a "� 19 W�>{ SPACING K 92 114' 16V _ f #414x3/4"SMS Ub 9"O.C. I,- 102 Q 102 Si0' 169' " ANGLE TO TUBE CONNECTION 120 20P 11r { 2" 2"x.125" O TABLE B CCI) EXISTING HOST EMBED, 601 3-T6 ALUM TUBE . Z M 9r 131' STRUCTURE 200 �. 11T PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE 1)0' /g' EDGE DISTANCE REFERENCE ANCHOR w S PSF B/0 63YI�iHvo SCHEDULE FOR MAX, SPACING 62 113" 166' FASTENER[°1 18"O C. n icr 157" (usE ANY ANCHOR st+awN Cb ALTERNATE BUILD OUT MOUNT SECTION 0 82 fOr 14r IN ANCHOR SCHEDULE). SCALE;3"=1 0" SA 92 95' 139' i� 9B' 13r 120 ar 1Yr 74 109 V4� p1 F W Y 2A0 64' 91 w I- 2" j m 2"x 2"x }` o� d 3/16 RIVET OR#12 SMS 090"6063-T6E MN GLASS 13 j w p 10'"O.C. OR 1/4-2Q—. 17 - ALUM TUBE TYP. �_�W( PER TAA9LE C.-'z � S NUT&BOLT(TYP)," 3/16"0 ALUM.POP a GLASS 2 x Q Z m G RIVET OR#12 SMS Q Q Q a ALUM.TUBE OR DOOR o r 6063-T6 ALLOY pie"O.C.{TYP.) u E N SEE TABLE B.FOR SIZE. 2"x 5"x 1/8" 2 FASTENERS x CONTINUOUS ¢ g EACH ANGLE ALUMINUM ANGLE 'J 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 ALUM.ANGLE,TYP. THREE 3/16"0 ALUM, 17 ORIENTATION TYP. ° POP RIVETS OR m 5 $' 17 THREE#12 SMS,TYP. T o 0 1"c 2"x i/8" w 13 OR 2"x 2"x 1/0" G DI REFERENCEnANCON HOR ALUM,ANGLE SCHEDULE FOR MAX. C' USE MALE OR FEMALE SPACING L 1fHUMt{.IBAWWRE, LOCK-SLAT EXISTING CONCRETE, 15-2339 13 13 BLOCK OR WOOD FRAMING (OUTSIDE) EE INSIDE SILL MOUNT SECTION ' r�a{Lo�on� #12 x 1/2"GALVANIZED SCALE:3"=V-0" OR S.S.SMS,3/16"P ALUM, CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS NTS MACHINE BOLT&NUT SCALE:3"=V-0" p 1B"O.C. • .. .,..., •, '. ITIWK L BENNAIiD,.O�P.E. C5 CONNECTION TYPE ooj s49 tr w REFERENCE ANCHOR EXISTING OSCHEDULE FOR MAX. STRUCTURE SPACING 00 s S"MAX, •1 GLASS a mw- GLASS w Cl CONNECTION TYPE 1/4-20 MACHINE BOl.�'fQ OR DOOR w v u OR DOOR w w REFERENCE ANCHOR W/NUT @ 12"O.C.DR 4,,•' F-u N r r w m SCHEDULE FOR MAX. 7S 014 SMS @ 6"O.C,� NO + - m Q Z e w" SPACING 1 =w Q*- MIN 13 z S = tf2'• {TYP.TOP 8,90776 �}• O r4: = J�PMATI v! N (LASS N r 2 u:p -,7/2" 1/4"-20 TNRU BOLT Wt X m EPARATION t7 N Q } �� LOCK NU7 @ 12"O,t.ORE i w #14 x'ill"SMS @ 12"D.C. X w Z t- w O� = Q PER 1- 12 z 1/2"SMS 12"O.C.E.S. m r r OR 3/16"0 ALUM,POP TABLE 2 410<6 m v_I 5 OR 6 OR �i�� •., t 7. �7° Z+" RIVETS @ 6"O,C, OR 1/4"0 a w 0 I ORg6 / is OR 3/16"0 ALUM.POP m RIVETS @ 6"O.C. E.S, 11 w y ALUM,POP RIVETS @ 72"O�.C, Q f//� R 1/4"P ALUM.POP RIVETS ii AND l:J ¢ r w J t >" @ 12"O.C.E.S. 1/4"MAX.FROM PIN MN.GLASS w H Q t kA A SSE MSL Y SEPARATION N=A r 1/4"MAX.FROM PIN G ;DE 1 O BUSHING 73 r � Q AND t�4 GUIDE TO BUSHING 1/2"TYP. PER TABlE2 r WASHER{TYP.i 7 N w W 4 ASSEMBLY WASHER(TYP.i m GLASS m f 2 u CD 7/2"TYP. EXISTING CONCRETE. s 3 CONNECTION TYPE OR DOOR oM 4 3 d BLOCK OR WOOD FRAMING +" EDGE REFERENCE ANCHOR a 2 m Q r W 6 m / � SCHEDULE FOR MAX. S m O. O it 4 CONNECTION TYPE DIST, w / EDGE ]CHEDULE EFERENCE ANCHOR SPACING <N ,�.1n 01ST. FOR MAX. ' pA LING A5 SHOWN w L-C3 CONNECTION TYPE IN DIAGRAM ON PG,9 0 w (S�OR OR REFERENCE ANCHOR w 0 U3 0 6 SCHEDULE FOR MAX. EXISTING CONCRETE, BLOCK OR WOOD FRAMING 1t4"MAX.FROM PSN / t SPACING.ALT.FASTENER /2' LOCATION.FRONT AND R CONNECTION TYPE OUIDWAS R TUSHING / ® BACK ANCHORS NOT REO'D REFERENCE ANCHOR 1/ WASHER(TYP,) ,8 1/4"MAX.FROM g INSIDE MOUNT SECTION WITH THIS LOCATION SCHEDULE FOR MAX. 74 PIN GUIDE TO SCALE:3"=1'-0" SPACING 0: BUSHING WASHER 5 CONNECTION TYPE 1„ A INSIDE MOUNT SECTION REFERENCE ANCHOR {TYP.i SCALE+3"=1'-0" SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING •p'd$a d r BLOCK OR WOOD fRAMi EM9ED. 2 8 lg �/ CD BUILD OUT MOUNT SECTION ��--� TYP. 90TTOM EXISTING CONCRETE, SCALE:3"a 1'-0" 7° BLOCK OR WOOD FRAMING •1i EDGE 1ST --EXISTING NOTE,.FOR DETAILS A,B.D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED REFERENCE ANCHOR 5 CONNECTION TYPE WITH 1!4"GAPS,PROVIDED THAT EACH SECTION HAS 4'1 Z A MINIMUM OF TWO SETS OF ANCHORS AND IS A to p SCHEDULE FOR MAX. REFERENCE ANCHOR ' R MINIMUM OF 12"LONG,THE SILL OR CEILING TRACK w5 6 '. SPACING SPACINGSCHEDULE FOR MAX. USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 OVER THE GAPS BETWEEN SECTIONS. it2" (j ORa ,y Et- xIT GLASS h O: OR DOOR AMASS 13 t' X w" M r W. tlg W #12 x 1f2"SMS @ 12" EPARATI m $A S J WWI-•-i p Ir r w O.C.OR 3/16"0 ALUM. PER w 2 O m P w-m 7 6E wwj7 POP RIVETS 6"O.C. TABLE cz"t 11II 73 xi q o1 # fr,N=m•- @ X 0:4 GLASS OR MN.. x= WW w OR 1/4"0 ALUM,POP Q Q DOOR M f 2 u m MIN.GLASSam N~o w RIVETS @ 12"O.C. N PER TABLE 2 X W 0 Z i,- SEPARATION70- "'I +YQ SCREW AND 1: 1/4-20&NU7 @RINE PER TABLE 2 £w 0 N kznz~ OASSEM Y 1/2" GUIDEIN12"O.C. YP. WASHER(TYP.} w1. 1 O N 1/4"MAX.FROM PIN OR DOOR "MAX.FROM PIN 4 CONNECTION TYPE w 0 1/2" O GUIDE TO BUSHING Q GUIDE TO BUSHING w 4 WASHER(TYP.) �� � P Iry E WASHER £PGE REFERENCE ANCHOR a 5 6 G CONCRETE, pi57, SCHEDULE FOR MAX. CLFlSCtfIfRWRLt9HNiflpPB n= m BLOCK OR WOOD EXISTING DNCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339 ANCHOR FRAMING BLOCK OR WO FRAMING REFERENCE IN DIAGRAM ON PG.4 SCHEDULE REFERENC£FOR MAX. OR "x 3"x 1/4"CONT. 3 CONNEC TYPE 012 x 1/ SMS @ 12" SCHEDULE FOR MAX. SPACING QEt1le 063-T6 ALUM.ANGLE REFERENCE ANC OR O.C.0 I16"0 ALUM. SPACING.ALT FgSTENER EXISTING CONCRETE, ' MAY BE REVERSED SCHEDULE FOR MAX, eeA-n W FRONT A17D"�""�^• BLOCK OR W000 FRAMING SPACING POP ETS @ 6"O C, BACK ANCHORS NOT RE S SHOWN DASHED) 0 1/4"0 ALUM.POP �-�, WITH THIS LOC D WALL MOUNT SECTION RIVETS @ 12"O.C. { E 7 sEAtING =1-D E MOUNT SECTION `/SAL ILD OUT SCALE:3"=T-0" �./ ./ SCALE:3"=V-0" MN GLASS •. 1{I KL.WDO�P.EP GLASS SEPARATION z i8y�^.StS OR DOOR PER TA81E 2 13 0 0 Iw-C3" DOERS OR .~�•. _ u t� PE C X.<, GLASS OR MN GLASS ' �0 Q4.6 X Ln L4 POOR SEPARATION -R X r IJN PER TABLE 2 Q I� MN GLASS w w .., ., STAI Z= PERABLSEPARATION F w F a w I� •.•.'' _ �i=11 yN� ~ 0s ///vIVaG log= s 1Z Bra w¢+un 13 Zoe lJ �aW _ /2" J w z 1 Cl CONNECTION TYPE a w a N IR @ 1/4"MAX.FROM PIN GUIDE 29 u a REFERENCE ANCHOR z ry I TO BUSHING WASHER(TYP.) 4 m SCHEDULE FOR MAX. u a W SAW TWO 1/4"0 WOOD .250" SPACING,_ THREADED PENETRATION SCHEDULE FOR MAX. LAG SCREWS @ 24" 'IJ-� C4 CONNECTION TYPE 00 JU .2 O.C.MAX.WITH 2" -^�/J REFERENCE ANCHOR ` "T' INTO CENTER OF 2X STUDS SPACING lw 1- Bb ~ pE EMB."T' 14 SMS III)MIOSPAN BETWEEN /W I //W y i8 STUDS FOR TRACK TO 1"x 4" . PLY WOOF 4 TUBE CONNECTION f fb7TlfT-}IQS•T.$7RUCTURE STUCCO FINISH 1"x 4"x.125'• 6063-T6 ALUM.TUBE E DECOR FLOOR TRACK DETAIL a WALL MOUNT SILL DETAIL WB a L-rfTS DETAIL TO BE USE-DVIREN STUD SPACING SC :3"=1'-0" SCALE:3"-1'-0" a$ EXCE ABLE'ANCHOR SPACING. $ ALL MOUNT SECTION is DETAIL MAY SCALE:3"=Y-0" 'LSO BE USED y� AT TOP ACCORDION SHUTTER s P£RPRODUCTAPPROYAL two -GLASS f eFi I"' I MN GLASS x _ `o SEPARATION OR DOOR 13 z PERTABLE2 if R AFPLICABLEATTOP X d In u EXISTING WOOD(G-0.42) `c TRUSS OR RAFTER y AND OR EKITTOM X Q (a)24"MAX.O.C. 2'OR3' M F � EXISTING FINISH - MATERIAL r+ 1/2'MIN. 5 fi 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 70 BUSHING WASHER(TYPJ ALUM.ANGLE W/'THREE r x 3'x x CONTINUOUS OR 2.175" 8 w S Na' 3 b 1/4"TILE(7YP.) 1/4"m WOOD LAG C 2'x2'x%"xCONRNUOUS FINISH MATERIAL SCREWS WITH 2-3/4" �¢� 6061•T6ALUMINUMANGLE , MINIMUM THREADED ++ "' PLYWOOD PENETR."T"IN WOOD(M 5 6 0.9'MIN,THICK 6061.76 ALUM TRACK X c' ^-1/4"o A32S GRADE THRU BOLT Co)7"O.C. EACH RAFTER OF TRUSS. g S# ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE 7HRUBOLT(d 12"0. 24"Q.C.MAX.WHERE p� EXLaT1NG3KSICONCRETE MACHINE SCREWS AT 3'FROM ENDS f'' GALV.OR S.S. ANGLE EXTENDS BEYOND yI HOSTSTRUCR/REWITH AND 9'D.C.FORTHEBALANCE LAST TRUSS MORE THAN ¢ .6 EM D �.�; �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO w V4-0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"Q.C.W/1-1/4-MIN,EMB. F w 3'FROM ENDS AND 4'D.C. 2.1/2-MIN, STRUCEURE(3000PSI MIN) „ OR 1/4"0 LAG SCREW @ 9"Q.C.W/1-7/0" NEXT TRUSS, wwjj FOR BALANCE WITH 1%1 MIN.EMB, IN WOOD SG-0,42.TO 0.55. r in r Q MIN EMBEOMENTAPD2% MAX•OFMCINLQADAT5'�'MAXSPANS EXISTING CONCRETE, <'4 � � 13 �=NX� MIN EDGE DISTANCE, t 62 P.S:F HOLLOW BLOCK OR N z w M -, Q pCPYRlptfiAN1(L@1NGDPE STAGGERED waF13'MIN. MAX,DESIGN LOAD AT 6`-O'MAX SPAN: WOOD FRAMING.SEEX Z o 2~ ',5-2339 SPACING,7YP. t S2 P.S.F. *i 2"x S"x 1/8"CONT. w ANCHOR SCHED. ALUM.ANGLE(6063-Tbl E u 0, ~- BASEDTYPE OF G BUILDOUT MOUNT STRUCTURE HO SCALE:NTS (MAX.DESIGN LOAF x 72 P.S.F.) PASS THRU DETAIL Hb S /,� TRUSS MOUNT SECTION SCALE=3"=V-0" yy l„^J SCALE:3"=1'-0'" .. EXISTING HOST ALT.LEG DIRECTION 111EOv1� 5NI/ STRUCTURE EMBED N CONCRETE OR HOLLOW BLOCK, MINIMUM SOLID SET ANCHORS WITH 7/6*MIN 12'MLN FROM EDGE OF ACCORDION ROUND WINDOW EDGE OF SHUTTER SHUTTER BLADES ASSEMBLY 1/2- SPACING,AND 3'MINIMUM EDGE pISTANCE TOPOR BOTTOM6063-T6 ALUMINUM V2 I AX ANGLES PER BEAM END,SIZE &S549 ~ 1/2- PER SPAN TUBE SCHEDULE EMBED. ( ....... SPAN TUBE PER - DESIGN SCHEDULE r •, O N 1�ti EDGE OF ACCORDION L'1 ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT '"�,0'•,• F~ Pr SHUTTER BLADES 12'O.0 OR Y14 x 3/4'SMS 6"O.C. '�� pFtAn TYPIMCAL 1/2'MAX. 31 MIN 31b (ruga $ EDGE 2.875.0 HOLE 0 PER TABLE 2 RECEIVE DISTANCE ~ 9N m { ROUND WINDOVIASSEMBLY} GLASS OR SEPARATION i3 $ $M C7 MAXIMUM OF 3 WINDOWS EUSTING PER EVERY OiILER BLADE DOOR N 8:al 3'MIN In 2 LIGHT-N-VIEW WINDOW £ EDGE 1/2'MAX «� N.T.S. EXTERIOR ELEV DISTAN i0 Nu) p p Lh 3 t6 i/4" AX.FROM PIN GUIDE 0 " TO BUSHING WASHER(TYP.) ..•1 11Q77 O E04 ASS 114-20 MACHINE BOLT W/NUT 0 iti V- in 1/1_ HOLE 12.O.0 OR N14 x 3/4'SMS 6'O.C. E 2.875'0 HOLE TO SPAN TUBE PER d RECEIVE ROUND EMBED. DESIGN SCHEDULE qC WINDOW ASSEMBLY 1/2' (2)6063-T6 ALUMINUM f MAX. ANGLES PER BEAM END,SIZE E?OSTING 1 PER SPAN TUBE SCHEDULE p a4 MOST Va'0 THRU BOLTS SEE BEAM Si ILUCTIIRE CHEC ULE FOR REQUIRED NUMBERS EM2-6 BED IN CON POIffrEOn OR H HOLSET LOW BO S WITH WCX 3 MINIMUM •• rr�I 0.125' 0.125' SPACING,AND 3-MINIMUM EDGE 6 Agd 3 0.032' 0.032 MAX.DESIGN LOAD o t 72 PSF ' 0.29w - 3 SPAN TUBE SECTION r \\ 8 N.T.S. VERT SECTION LL BPANTUBESCHWULE 6 / NUMSEROF NUMIIER OF f \` ROUND TUBE SHUTTER S PAN TIRE THRLLBOI.TB ANCHORS PER MIN LENGTH ANGLE WINDOW SME SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM l� ASSEMBLY TIME TUBE TUBE TUBE TIME TUBE TUBE TUBE 60' 1239' 13&1_ 2 2 2 3 4' r &16N Bs' OCT* Imr 2 2 3 3 r r l f 12V 88.0' 84.4' 1 2 2 1 3 3 7' r \ / ` 60' 128.,' 1124.1' 2 2 2 3 4' r \ / \ 0.12b' 06' 114.8' 2 2 3 3 r r12r 102.8' 2 2 4 4 10' IT 138A' 2 2 3 3 r r m*x02975' 03.250• T 40.108' / eB' 122mcl2v1_ 2 2 a 4 r t0' pa•115.4 2 3 4 6 10' 13' 880' 15&1' 2 2 3 4 r 10' LIGHT-N-VIEW WINDOW �\ o,e7e �' ,40.8' 2 3 4 e t0' 10• �LlFa 123' 132.2' 203.73 4 6 7 13" iB' 29 N.T.S. 'SABIC PLASTICS SLX1431T-VL-44H8 �' '' WOE SMEDU^'MOM: ANGLES FOR 2'X5'&2"x6'BEAMS. 1,5-2339 2. USE 2-x5-xl/4"ANGLES FOR 2"x8'&rxIO'BEAMS. 3, USE BEAM SCHEDULE FOR DETAIL 3/8. 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECRON DETAILS.WHERE USED TOGETHER BEAM MUST BE LIMITED TO TOP BEAM SPANS. 2 BLADE W ROUND WINDOW 5. SPAN TUBESMAY BEUSED D-SPINAMID-SPAN HAVETONWITHIMITATIO SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS INCLUDINti SPANS. 8 N.T.S. EXTERIOR ELEV ABOVE RS BELOW THE BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE UM OF THE SPANS 6. LAP BEAMS ARE NOT'ALLOWED. O $$$ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q ,777 AM ANCHOR SCHEDULE: CONCRETE III ^'RA1«LS49" `. 2.5'MIN EDGE DISTANCE t(T� Spans Up To 6'-0 Spans UD To 8'-3" Spans Un To 12"-0" ��,.,4`, •'' CONN TYPE CONN TYPE CONN TYPE ANCHOR G ClC2 C3 C4 C5 CS C2 C3 C4 CS ClC2 C3 C4 CS .:* No PEQQ4 " x _ 1/4'1TW TAoCON OR ELCO 43 16.0 16,0"25.0"16.0`16.0"16.0"16.0" 20" 13.0"16.0"36.0" 9.5' S.5" 6.5"IMS" ULTRACON WITH 1-3/4" 16.0"16,0"10.5"14.5'160"16.0"12.0" 7,0" 10.5"I&&15.0" 7.5" 4S" 7.5" 10,5" EMBED(3192psiMB7 CONIC) 62 16.0"16.0 8.5'12.5"26.0"36.0' 9.5" S.S' 1 15.0"i5A" 7.5' 4.5" 7,5" 20.5" 70 16.0"13.p" 7,0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5' 10.5' 7 ! 8 COMBINATIOh2.() STATED _ 2x5 T P 100 ]5.0. 76- 4,5" 7.5" Y0.5"15.0 7.5" 4.5" T.5" I0.5"Y5.0" 7,5' 4.S' 7.5" ]tl.5" 9 / 10 COMBINATIOIC �'•,FEORID, AST 43 16.0"16.0"35.0"16,0"16,0"16.0"16.0" 9.0" 13.5'16.0"16.0" 8.5" 5.5" 9.0" 13.5" MINCONCRETE) (3�5 Ss 62 16.0"15 0"iB.S" 13.0"16,0"16.0"18.5" 5.5" 900" 13.5'3.5" 7.0" 4.S" 7,5" 9.5" C? '�/'l�l�i� NAL 70 i6A"12.0" 7.0" MOW 16.0"14.0' 7.0 4.S" 8.0 10,5'13.5" 7.0" 4.5" 7.5" 9.5" � gilt m 100 13.5" 7.0" 4.S' 7.S' 9.5" 13.Y' 7A" 4.5" 7.5" 9.5" 13.5' 1/4'ELOO GETETLEX SS4 43 16.0"16.0"56,0"1&0"16.0'16.0"36,0"13.5' 22.S" 8A" MOP 16.0" 1 x 5 TYP. 2 x 5 TYP. W/2'EMBED(3350psl MIN 53 16,0"'16,D"16,0"16.0"36.0"16,0'16.0"10.0" 30.0" 6.S" 11.0'14.0" (•� yg� CONC) 62 16,0"16.0"12.5"16.0"16.0"16.0"12.5" &0" 30.0" 6S" 13.0"14.0" 3: s �9 70 16.0"16,0"10.17'16,0"11601 16.0'10.5" T.0" 10.0" 6.5" 11.0"114.0"1 100 1&0"10.0" 6.S' 11.0 14.0"l6.0 10.0" 6.5"MMIT" 6.5" 11.4"14,0' 10 CII 'U 1'MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. 14 I c/ CJ C3 ca cs c1 ri n c4 c5 cl c2 C3 ca C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: 1/4"RWTAKX)NORELCO 43 16.0 16.0"17.5" 8.0" 16.0"36.016.0" 5.0 S.5" 16.0"16.0 9.0" 3.0' 4.0" 14.0' - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE ULTRACOM WITH 1-3/4" 53 16.0"16.0" S.5" 6.5" 16.0"16,0"112.0", 4.5" 16,0"14.5' 7,5" 20.0" ANCHORS ONLY EMBED(31.920 MIN CONIC) 62 36.0]5,5 4.5" 5.5" 16.6"16.0 9,0" 4.0" 34.5"24.5" 7.5" 10.0' - 14 CONNECTION TYPE USING PIECE WITH 70 16.0"12.5" 4.0" 5.0" 16.0"I&O" 7.5" 11.0"14.5' 7.S' 10,0" OUTSIDE ANCHORS ONLY Y00 14.5" 7S' l0,0 34,5' 7.5" 10.0"24.5" 7.5 20.0' 1/4'MILLENNH MILLFAST 43 16.0"36.0"LLD"13.5"16.0"16.0'13.0': 6.5" 9.5" 16.0"13.0" 7,0" WIN 1.3/4'EMBED(327SPS 53 16A"164" 8,0" 11.0"16,0 16 IT, 9.0" 5.0" 7.5' i6A"10.5' S.S" 5.5 7.5" ANCHOR NOTES: 6 MIN CONCRETE) 62 16.0"11,5" 6.0" 9.0" 16,0"3S" 7.0" 4.0" 6.S' 11.0"10,5' S.S'- 5.5" 7.5" M d{ 4 70 16.0" 9.5" S.S" 0.0" 16.0"ILS' 5.5" 5.5" -B.5" YO.S' S.S' S.5" 75" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING - TY ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p s n lOp 10.5' 5.5' 5.5" 7,5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5' 5.5" T.5" UMIIED TO THOSE SHOWN IN TABLE 1{Pg i), at 1-114'MIN EDGE D]5TANCE m ij4"ALL-POIATSSOt]D-SET ClCZ C3 C4 CS ClC2 C3 C4 CS ClCZ C3 04 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Ei ANCHOR W/7/8'EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 114.20 SS MICF101E SCREW 43 16,0 1&0" 8.S" 1.4.5"16.0"1&0"12.0" 5.S" 7.S' 26.4"22.5' b.5" 3.0" 5.0" 10.17' EEQ�UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER (300DPSI MBI CONIC) 53 16.0"15.0" 6.5" B.0" 16.0"116.0"18.5" 4.0" 6.0" 55.5"10.0" 5.0" 4.0" 7.0^ THAT4 OR EQUAL TO SHUTTER SPAN. �3�3 62 1&0 1If: 5,0" 7.0" 16.0 12.5" 6.5' 3.5" 5.0" 10.0"]4.0 5.0" 40' 7A" .3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, x0 70 16.0 9 4.5" 6.0' 16.0"10.5" 5.5' 3A" 4.0" B.0" 10.0 5.0" 4.0' 7.0" 100 i0.0' 5.0" 4.0" 7.0" 20.0" 5.0" 4A" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9Q HOLLOW CONCRETE $ 1/4'ALL-POINTS SOLID-SET 3•MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROF6i y v ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCfUfRE AND APPROPRURTE ANCHOR W/1!8"EMBED B Cl C2 C3 C4 CS CS C2 C3 C4 CS CS C2 d C4 C5 CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION 4F �t 1/4-20 SSMXMNESCREW 43 16.0'16.0"16,0'16,0"26.0 16.0 16.0"11.S'16.0"16.0"116.r 11.0" 7.0' 11.0""116 0' CONNECTION TYPE. peel!\ R (30000 MIN CONIC) 53 16.0'16.0"13.5'16.0"16A"16.0'14,0" B.S' 13.5"16,0"16.4" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE h b2 16.0 16,0"30.5"16.0 Y8.0 16.0 l2A" 7.0 11.0"16,0"26.0 8.5' 5.5" 9.5" 120" ONLY, 11 .0 70 16,0'15.0" 9.0" 14.D"16.0"18.0 9.0" 6.0" 30.0"13.0"16.0" 8,S" S.S" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE SWALLED 100 16,0 &5' S.S" 9.5"112-W,116.0119.5" 5,S' 9.S" 12.4"i6A" B.S" SS' 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT E 2-5/8"MTN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER 1/4"POWERS SS DROP-IN FINISHES, W/114-20 SS BOLT AND Cl C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 1'EMBED(3000ps1 MIN 43 4,0^16.0"16.0"16.0"14.0" B.0" 12.5'Y6.0'14.0" 7.5" 5,0 6.0" 11.5' 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,WOOD FRAMING CONDITIONS CANC) 53 9.5" l4.d"16.0 16.0 9.5" 6,0" q7.5" "YES" 6.0" 4.0" 7.0" 8.8" VARY.FIELD VERIFY THAT FASTENERS ARE INTO AM LATE WOOD FRAMINMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 28 ACCEPTABLE ONLY62 7.5" 12,0"18.0"14.5" 7.S' S.0" 'Sis. 6,0" 4.p" 7.0" 8.0" SIDE CLOSURE PIECES. 70 &5' 50.5"16.0"120" 6.0•' 4.0" ' Yi.5" 5,0" 4.0" 7.0" 8.0"100 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 11.5" 6.d" 4.d" 7.0" &0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF(STUD FRAMING FAST3E/N4�R ¢d 3-ilr MIN EDGE DISTANCE EDGEE 81S AA NCE IS ACI FTAABLLECENTER OFOR WO00 FRAMNii. GWS MD. SkYL it 1/4'POWERSSS DROP-IN C3 C3 C1C2 I C3 HAVE PHILLIPS PAN NEAR OR HEX HEAD. W/1/4-20 SS BOLT AND 1-EMBED(3000PO MIN 43 16.0 1&0'i5A"16.0"16,0"16.0 Y4S' 9.0" 13.5'18.0"15.4" T.S' 5.0" 9.0" 12.0" g,. MACHINE SCREWS SHALL HAVE MINIMUM OF i/2'ENGAGEMENT OF THREADS IN CONC) 53 16.0'16.0'10.5'15,0"16.0"16.0"10.0" 6.5' i0.5"16.0-112.0"160- 4.0" 7.5' S. BASE ANCHOR AND MAY HAVE EITHER A PA HEAD,TRUSS HEAD,OR WAFER pppp 62 16.0 13.0 8.D" 12.5"16.0"15.0" 6.0" 5.0" 9.0" Y2.0"12.0" 6.0" 4.0" HEAD(SIDEWALK BOLT),U.O.N. T • y� ' 70 Y6,0 IO,S" 7.0" SL0"16,0"]2.5" 4.5" 4.5' 8.0" 9.5" 1Ul 8.Q" 4.0 70' &5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. lL�6 100 12.0" 6.0" 4.W' 7.S" 8.S' 12.V' 6,0" a.0" 7.5" 8.5" 12.0" 5.4' 4.0" 75" 8.W' 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, so *12 SMS W12'6YEWALL Cl I C2 I C3 C4 CS I Cl I C2 C3 C4 CS Cl C2 C3 C4 C5 NUT OR WASHER WINGNUT. cOpnaafTFUNtLOeewmo►8 ARMOR INSE1TW/2'EMBEDE4336.0 16.0"21.5'14.0"16.0'16.0'16.0" 7.5" 10A'38.0'26.0" 9.0" 4.5" 6.5' 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2339 (2000p51 MINCONC) 16.0"16.0" 8.S' 11.0'J.0"166.0"11.S' 5.S' B.0" 16.0"14.0" 7.0" 3.S' 5,S' 10.0"i6A" SCALZI 15A" 7.0 9.5" b.0 9.0' 4.5" 6.5" Ya.O'Y4.0" 7A" 3.S' 5,5" 10.0" 22. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TODRILL INTO HOLLOW BLOCK NOR SHOOED IMPACT DRILLS BE USED TO INSTALL16,p"12.0" 6,0" B.0" 14.5' 7.5" 4.0" 6.0" 20.5'14.0" 7.0' 3S" S,5' 10.0" CONCRETE SCREWS TO H800 BLOCK 2a.0" 7.0" 3.S" S,5" 14.0 70" 3.5" SS' Sd.O'i4A" 7A" 3.5" 5.5" 10.0" 612 SMS W/L7SEYEWALL16.0'16.0"18.0' 16.016,0•'16.0"10.0"14.0"16.0"16.0"31.5" 6.0" 9.5" I6.ARMOR INSERT W/2S 16.0 160'12,0"16.0" 16.0'15.0 7S" 11.4"16.0 16.0. 9A" 5.0" 8.0 13.0' EMBED(20DOPSI MIN CONIC) 16.0"1&0" 9.5" 13.5" 16.0"11.5' 6,5" 9,S' 16.0"16,0' 9.p" 5.0" 9.0" 13.0" o60'26.03.4" 22016.0 9.5" S.S" 80'14,4"Y6.0' 9.d" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 16.0" 9.0" 5,0" 6.0" 13.0"16.0' 9.0" 5.D" 60" 13.0" �E��F�lii�EI�5i1EI��Ef3YE5�EI�ES����11iQ@I�iFZif�Fl�Et3L'����EL•�iF��@t3iF�E�EI�EF.�'r2•� Eiib➢ F�iEf�lE�91EL�E��ESI�E�IE>�i�l[�iE�IYIE�➢EL�EG�IE�ES�1 �� E�iE�Ql�i[�51 � „ r t�E[�.YiE.L�iF.�E[�i�Q�3i®+�E�iS�EI�51'�i1�FIIEYi@��:SIB:��ES!k�il® ��EE�Q3I5iQ3[�tE�[SSi� � `r � E!�iii�lE�Et�:9EL•31�F�31[�iE�EE�31Ef�iEE•Til[�iE�IE�E�EC�E�I E�51 E�E�©F�[i(51Q�7YE� -� ; ..f � ��#�1�E�®EL-��Gt�9E�®tT��iQ�fQEI0���i� k� E�i��l�[3�Et'�f� • � � r ' :i_' EER �FZ��yyl��fi@�1E5iL�Q�31mmEI�F�Sd5g1 ®�® I filum® �m � man IE�E�]➢mmW2EE��p��l[�31EEl1�IE�E�ELd�EElI,�iEl�EtmEf�lEfSa1wmmmm EES➢ ®Q3�E-IC- ummmmE®ESE+ ®E�EE�E�iE I®Ef�liE��Emincum ■ W. 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E� [�]G`a /rr/F�CCia,�%a r%/err%%i,�1 %//rte%%/ri, %/lr/%moi�Ir%0mmaa[�iIE�ImV///%�ar0aFm %/ fid /arfvur fi��ia/r ���rrfr�r a//f% ,rr/ri/ aa, � �- �/r/i//ar is%ia/i � � 11 01/1 i%r PRANK L BENNMDO ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 11011 iPE00a6549W l+y 2'MIN EDGE DISTANCE .�`rL�'.•• fi - Spans Up To •0" Spans UP To 8'-3" Span4 UP To 12'•0" LOAD 6' ` ��C r CDNNIM CONN TYPE CONN TYPE ` ••• _ ANCHOR (PSI) Cl C2 C3 CO CS Cl C2 C3 CA CS Cl C2 C3 C4 CS NO P •: * EOOgB54 t12 SMS W/21 EYEWALL 43 16.0"16.0" 7.5"190 16.0"SSS' 8.5' 4.5"I 6S"I]5.5" B.S' 4.5"V,1111A 4.0" 7.0" ARMOR INSERT W/L-1/orS3 16.0"10.S" S.V 17,0-116,0-12,0" 6.0"t 3.5•' S.0" li.p" 3.5" 5,0" EMBED 62 14.0" 7.5" 4.0" fi.0" 14.5 9.0" 4.S' 4,0 7A" 7.0" 3.5' 3.S' S!O- 11.5' 6A" 3S" S.S` 12.5" 7.S' 3.5" 3.5" 5.5' 7.0" 3.5" 3.5" S.O" �0.'(2��, �iA7E OF ,•"W� m 8 100 7.0" 3.5' 3.S" 5,0" 7.D" 3.5' 3.5" S.0" 7.0" OR NA ANCHOR SCHEDULE: WOOD (6=0.55) NA! 3/4"MIN EDGE DISTANCE • LOAD Spam Up To 6'-0" $Pana Up To W-3" Spans li 12'-0" Tp ANCHOR �� CONNTYPE CONN TYPE CONNTYPE N CI C2 C3 C4 CS Cl Cz C3 C4 CS C3 C2 C3 C4 CS W g 1/4•LAG SCREW WITH 1-3/4 43 16.0"16.0"t1.S'12.S'16.0"16.0"16.0" 7.S" 9& 16.0"160"14.5' 4.5" 6A" 16.0" NINTHREADPE_NETRATION 53 1601 16.0" 8,5" 10.0"16.0"16.0"SSA" 6,0" 7.0" 15.0"16.0"LLS'4.0" 5.0" 16.0" d: 62 16.01116.0"17.0" 8,5" 16.0"16.0"14.5' S.0•' 6.0" 16.0"16.0"11.S" 4.0" S,o" 16.0" o W W 70 16.0"16.0" 6,0" 7.6" 16.0"16.0"22.5" 4.0" 5.S" 16.0"16.0"ILS" 4.0" 5.0" 16.0" +fit a lop 16.0"115" 40" 5,o" 16.0"16,0"11.5" 4.0" 5.0" 16.0"116.0"SSS" 4.0" 5.0' 16,0" 7/16'WOOD BUSHING WITH 43 16.0"1601 8.0" 10:0"16.0"ISS' B.5" 4.5' 7,0" 15.1' 0.5" 4.5" 4.S' 7.0" o Lia'MIN EMBED 8:1/4.20 53 16.0"10.5" S.5" 8.0" 16.0"SS.ff' 6.0" 35' 5.5" 11,0" 7.0" 3.5' 40" 5 O" .01. SS MACHINE SCREW 62 14.0" 8.0" 4.S' 6.5" 14.S" 9.0" 4.S' T. 4.5' 7.0" 7.tl" 3.S" 4.0" 5,0" 12.0" 6.0" 3S" 5.5" 12.5' 7.5" 3.5" 4,ff' SS' T.0" 3.5" 4.0" 5A" 100 7.011 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" S.0" 7,0" 3.5" 4.0" SA" 3: •L4 SMS OR#14 WOOD 43 L6A"16.0"12.5"l4.5"54.0"16.0"160" 8.0" 20.0"16.0"16.W'ii.5" 5,6 T.8" 16.8 � 01�� SCREW WITH 1-3/4'MIN 53 16.0"18.0" 9,p" 11.5"16.0"L6.D"25.0" 6.0" 8A" 16.01 16.0" 9S" THREAD PENETRATION 62 1601 16.0" 7,5" 9,S" 16.6"1601 11.1` 5.0" 7.0' 16.0"16.0" 70 16.ff'16.0" 6,5" 8.5" 1d.0"16.0"20.0" 4.5" 5.0" 1.V 16.0" 9.5" 4.0" S.5" 13.0 ~ g w C 100 116.0119.5" 4.0" 5.5' 53.0"16.0" 9.5" 4,0" 50,13,011116.0" 9.5" 4.0" S.5" 13.0" Z t� ANCHOR SCHEDULE: WOOD (G=0.42) 3/4'MIN EDGE DISTANCELOAD SymUp To 6"-0" SPan9 UP TOW- Spans Up To 12'-0" R1p CONN TYPE CONN TYPE CONN TYPE NaW�C' _ ANCHOR ITS} C1 C2 C3 C4 CS Cl C2 C3 G C5 Cl C2 C3 GT C5 Q 1/4•LAG SCREW WITH 1-3/4 43 mo-16.0 90" 10.0"116.0"16.0"16.0" 5.S" 7.0" 16.0"1601 9,5' 3S' 4.5' 15.0" � $ MIN THREAD PENETRATION 53 16.0"116.0" 6.5" B4O" 16.8"16.0"12.S" 4.5" 5.5" 16,0"15.0" 715" 3.0" 4.0' 110" 62 16.0"160" 5.S' 6.5" 16.0"16.0" 9.S" 3.5" 5A" 15.0"15.0" 7.5" 3.01114.0" 11.0" q 70 16.0"13.5" 4,5" 6,0" 16.0"160" 8.0" 3.0" 4,0" 11.5"IS.O' 7,5" 3.0° 4A" 11.0" il[".��IIETyji7 100 15.0" 7,S' 3.0" 4.0" 33.0"15.0" 7.5' 3.0" 4.0" 11.0"15.0" 7.S' 3.tl" 4.0" c 114 SMS OR#14 WOOD 43 16.0"16.0" 8S" 10.5'1601 1601 12.S" S.S" 7A" 16.0"13.0" 6.S" 3,5" S.0" LO.S' SCREW WITH 1-3/4'MIN 53 16.0"16.0" 6.5" BA" 1d.0"16.0". B.5" 4.0" S.5' 16.0"50.1' S,5' 2.5" 4,0" 7.5' g THREAD PENETRATION 42 I6,0"11S" S.ff' 7.01 16.0"13.0" 6.5" 3S" 5.01 SO.S"10.5' SS" 1.5" 4.0" ?.5" a 70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.S" 3.0•' 4A" 8.0" SOS' S.S' 2,5" 4.0" 7,S' n 4 200 10.5" S.S' 2,5" 4.0" 7.5' 1Q.5 S,S' 2S' 4.0" 7.5" 20.5' S.5" 2.5" k.0" 7.5" a ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK 73 IN 4'MIN EDGE DISTANCE ti Spam Up To6'•0" Soaris Up To 8'-3" SEana UOTa 11-0" LOAD CONN TYPE CONN TYPE CONN TYPE _ ANCHOR Ute} Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 5/16'ITW TAPCON TIL W/ 43 16.0"126.0"16.ff'16.0"16.0"16.0"16.0 IS.O"34.0"16.0"16.0"115.0"1 9,0" 14.0"16.0" 2.1/4`MIN.EMBED 53 16.0"26.0"16.8"16.0"16.0"16.0"16.0"11.0"16.0"116.0"16.0"112.0" 7.5" 120"16.0" 62 16.01116.01114.011 16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0-112.0-174" 12.0"16.0" 70 16.0"16.0"11,5'16.0"16.0"16.0"12.5" B.0" ILS"15.0"16.0"!2A" 7.5" 22.0"26.0" 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7,5" 12.0"16.0"16.0"12.0" 7S" 32.0"Sd.O" �p 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5'14.0"16.0"16.01 IOS''6S" 4.5" l6.0"It*o" SS' fi.5' 9.8" 2.1/0°MIN.EMBED 53 16.0"13.S" 7.5" 11.0"16.0"14.0" 7.S' 7.5' 13.5' 9.0" 6.5' CAPIRIOIRRW%LBUMOOVE 61 16.p"20.0" 6.0" 9.0" 16.0"11.0" S.5" 6,S" 9.0" 9.0" 6.5' 15-2339 k 70 15,0" 6.0" 5.0" 8.0" 15.5" 9.5' S.5" 7.0" 9.0" 6.9' ZCAU■ St� too 90" 5.5" 6.5" 9.0" 5.5' 6+5" 9.0" 6S' E(acinaoHPltoNr l7$ 2"MIN EDGE DISTANCE Cl C2 C3 I C4 I CS I Cl I C2 I C3 L C4 CS Cl C2 C3 C4 CS #12 SMS W/2"EYEWAU 43 16.0"16.0" 9,5" 12,5'16.0"26.0"L4A" 6.0" 8.0 16.0"14.5" 7.S' 3.5" 5.S' 11.5" n� ARMOR INSERT W(2'EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5' 16.0" 16.0"L3.0" 5.5" 7.5" 1601 14.5"17.5" 3.5" S.S' 12.0"L1.5" 6.0" 3.0" 4S' 0.5' ANCHOR NOTES:SEE SHEET 70 16.0"10.5' S.0" 6.5" 16.0"12.S' 6S' 3.0" 4S" 9.0" 11.5" 5.O" 3.0" 4.5' 8S' 9 I-0R ANCHOR NOTES. 200 li.S' 4.0 3.ff' 4.5 8.5 11.5 6.0 3.8 4.5' 8.5" 15.5" 6.0" 3.ff' 4.S' 05" of i