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HomeMy WebLinkAboutProduct Approval; Accordion ShuttersFlorida Building Code Online 7/4/20, 8:57 AM a s` p aW�3t5Iswr r A ga0k�4y!@(CNk"a n Mtl@ BCIS Home I Log In I User Registration I Mot Topics I Submit Surcharge Stats ® Nazis Pubilcxtions Contact Us SCIS Site Map Links Search Florida r� r. ProduDt Approval lf6 O USER: Public User sari r�auv:m � Product Approval Menu> Product or Application .Search >Application ust> Application Detail FL # FL16893-RS Application Type Revision AUG 2 0 A20 Code Version 2017 Application Status Approved ST. Luce County, Permitting Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 1SIN 29 St Suite 100 (786)MIRAM21-6706027 CODE COMPU , peter@amdaluminum.com ST. LUME G C4t ' , Authorized Signature Peter Loucks BO(' ; peter@amdaluminum.com Technical Representative o Address/Phone/Emall p'��{ File Quality Assurance Representative COP Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -'1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figueiredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jesus Gonzalez, P.E. +, Validation Checklist - Hardcopy Received Certificate of Independence FL16893 R5 COI 18-048 1 CI.pdf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 Year 2002 2005 2002- https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=WGEVXQwtDgtmmTSTNdVPsQpikOJURSLzNC7vevPfY1514pl5gFNKZQ%3d%3d Page 1 of 2 Florida Building Code Online 7/4120, 8:57 AM Equivalence of Product Standards Certified By Sections from the Code ' Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL16893 R5 Eouly ASTM E1996-03 EDuivalencv Letter to ASTM E996- 05.odf Method 1 Option D 10/14/2019 10/16/2019 10/20/2019 12/10/2019 FL # Modelr Number or Name Description 16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16893 R5 II 18-048 1 DWG.pdf Approved for use outside HVHZ: Yes FL16893 (35 II 18-048 dwD,pdf Impact Resistant: Yes Verified By: Pedro de Fegueiredo PE 52609 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: PRODUCT TO BE MANUFACTURED, DESIGNED, AND Evaluation Reports INSTALLED PER DRAWING SPECIFICATIONS 18-048 FL16893 M AE 18-048 1 PER.odf Created by Independent Third Party: Yes sock Ncat Contact Us :; 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.457-1824 The State of Florida Is an AA/EEO employer. Coovrleht 2007-2013 State of Florida :: Prlvacv Statement ;; AccWhlllty Statement ;: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publio-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 entails 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 4S5, F.S., please clickbA Product Approval Accepts: M go R�i=7 oche[ Credit Card Safe https://www.florldebultding.org/prlpr app dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikG)URSLzNC7vevPfYlsl4pl5gFNKzQ%3d%3d Page 2 of 2 SUPERNOVA ACCORDION SHUTTER EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDA STATE APPROVAL CODE VERSION: FLORIDA BUILDING CODE 2017 - Gth EDITION APPROVED FOR USE IN HVHZ AND OUT5IDE LHVHZ CATEGORY: SHUTTERS — SUBCATEGORY: ACCORDION IMPACT RESISTANT: (LEVEL D) - LARGE t SMALL MI551LE GENERAL NOTES: (FLORIDA BUILDING CODE 2017 - Gth ED. - HVHZ 4 non HVHZ) I- DEFINITION: THIS PRODUCT 13 AN ACCORDION TYPE SHUTTER.- DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LEVEL D OR LARGE MISSILE) WITHIN THE ALLOWABLE DESIGNED PRE55UMS AND LIMITATIONS STATED IN 7= APPROVAL 2- CODE: THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE UNDER TAS 201. 202 AND 203. ASTM E330. ASTM EI88G 1 ASTM El SSG. 3-FDSnNS+ A PERMANENT LABS. SHALL BE PROVIDED AS PER FBC SECTION 1703.5. IT SHALL BE ONE LABEL PER OPENING LOCATED ON THE BOTTOM OPTHE CENTER MAR PALING THE EITENOR SIDE. 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE A5CE 7.10. IN HVHZ OR AS REQUIRED BYTHE BUILDING OFFICIAL, PRESSURES MUST BEPROVIDED BY PROFE5510RAL ARCHITECT OR ENGINFFR FOR EACH SPECIFIC PROJECF. THE DESIGNED PRE55URE MUST NOT FXCEFD THE PLOWABLE PRESSURES FOR EACH 5HUTTEft COMPONENT TO BE USED. 5- MATERIAL ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OP GOG3 7G OR AS NOTED. G- FASTENERS: A55EMBLY 5CREW3 AND ANCHORS SHALL Be AS SPECIFIED IN THE CURRENT SET OP I)WANG5. INSTALLATION AND LOADS AS PER THIS APPROVAL 7- U5E: IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR, AR011TPLT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING, 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED IN5URING PROPER ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA, SUCH A5 BUT NOT LIMITED TO. WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3-THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 6 SZ 113% INCREASE IN PLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THIS PRODUCT APPROVAL HOWEVER, WOOD ANCHORS WITH 1.G LOAD DURATION INCREASE FORWIND LOAD HAVE BEEN USED. USER INSTRUCTIONS: I- DETERMINE PROJECT DESIGN WIND LOAD FgE59UR6 AS PER ITEM 4 OF GENERAL NOTES. 2- CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I ORTABIE I A 3- VERIFYGLASS SEPARATION ON TABLE 21P APPLICABLE 4- DETERMINE MAMUM ANCHORAGE PFZ55UM CAPACITY FUNCTION OF SECTION TYPE TO BE USED A5 PERSH@F 13 AND 14. 5- THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN PRESSURE FROM GENERAL NOTES 4 TABLE OF CONTENTS: .,r•�, DE F/G No. 52601 3* 3TATEOF D 1'5'� fFg n H E SHEET DESCRIPTION I TABLE OP CONTENTS, GENLQAL NDTFS, U5FR IN5TRUGIION5 2 TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE I, IAAND GLASS SEPARATION TABLE 2 3 TYPICAL SECTIONS A. B, B I, B2, B3 t B4 ' 4 TYPICAL SECTIONS C. D. E t GH 5 TYPICAL SEOTIoNS F. G t 1 G OPTIONAL CURVE TRACK DETAR5 7 JAMB AND CORNER SECTIONS J' ' 8 LOCK MALE t FEMALE SECTIONS L' 9 LOCK UNIMATE SECTION5'M' 10 STANDARD LOCK SECTIONS RP II COMPONENTS 12 BILL Of MATERIALS, BLADE A5513ABLYlANCHORTHEDULP.13 ANCHORAGE SPACING SEIKTION 14 ANCHORAGE SPACING SELECTION IB SECTION SF DERAILS IG OVER COUNTER TOP IN5TALATION SEAILS STANDARD COMPLIANCE: ASTM F.33O. El SSG (LEVEL D MISSILE) TAS 201. 202, 203 (LARGE t SMALLM155NE) A5CE 7-10. ADM-15. NDS-13 ASs ATON: N.A.S.A NATIONAL APPROVED 5HUT(ER ASSOCIATION L.C. 8717 NW 117 ST, STE I �'•' HIAIEAHH GARDENS, FL. 33018 NA Td., (78G) 4'121 -G70G CAID Fa,(78C)G2"708 02 OG118 .NASA5HUITER.COM owssa• 18948 REV. PEB/18 �¢r TABLE I TABLE I A MAXIMUM AUOWABIE 01 BLADE MMMUM ALIOWA&E 11 1 ►1 B BLAOES 5HURERSPAN%PRMSURE 5HUITERSPAN X PBF55URE TYPICAL ELEVATION I Y U K i o a H w Y A 6 < a! w F ' ae IiIii r ae,B1,B2.B3 B4CDEFG.1 SHUTTER WIDTH i ND I TMTTATTIIN DE wiOBOR/Ell 6 Se- 1 NO. Li 100• t L� ��9 Bt J ALL ALUMINUM BLADES Ni DITIZOR FF6 p c INIFR(OR/IXIERIOR 65 61pJd COMBINATION L 100, I L-� ALUMINUM /1l7Wl BLADES em Iabn axx.•RmNamwuurc . N (bM1141IACbTF11FID 1B IB NIIBGOR/ EMDBOR INEBWR/El iOR lB� IBpillIB \ - / ALL IFXAN BLADES' 18 LBJ INTEWOR/EXIEWOR TYPICAL CRO55 5EQION TOI .'IBM TABLE 2 MINIMUM 5HUTTER SEPARATION FROM GLAZING GLAZING SEPARATION (INLNES) BLADE TYPE BIAOff SPAN o-J <m104• <-IG2• ALUMINUM Y _23/4- 51 ALL BEVATIONS IE)" 3• 3' 3• <s3O aMATION LEXAN 2I11& 3• 3• >3O EIP/ABON NDtt3� 1-9PNAlIXM1 /K1MCI.IDIG AVA99tWLw: MG4UTID(ROH auaxcT#IxraQrome �ameum+Iu9e«1oa9uve¢ z-wb99vaaamon ewlTr�NeamwrnxmEllma RRDNND Nm WMAMUL lLlm®1. K1A9IDii[ 4 A9 R. /51N e199CO1m B�INLgaN®.b 9lf1iIDCN I-'J2 ]-10. S1YlItN 9MYIImt BI99Cddm Mw C01m1Y/®Of db[9TIC VJLBf wA.09P/RAlKN9Wlllltt. rc K z 1 0 tu D_ 860 N PAM 1/4-14X1' GRS SDS OR TYPICAL SECTIONS NNNntup V•�, DE SPACED XAT la'12MS 4/NUT ,{ y�CENgE, No.5260 c } aie REFER TO SHEET y ,a if _ - EMBED.. 13/14 FOR :.q STA OF 1/1B ANCHORAGE 8 ty q 1 Is 8 DPrlDtxl SELECTION fiq sn,`PS/ F, sC�R YIpy C1D _ V H � '%"'Ip ttMt NN` � � j REFER TO SHEET 13/14 + ® FOR AOE fFB p qD SELECTIOONN v1L q II {; EMBEEMBED.—I g 70I8 o�� _A 1/4-11/2. GRS SDS OR SECTION 52 S I/4-20X1/2' HHMS V/NI1T 'A'TRAOK ON O SPACED AT leOC 910 ANG1E S i E1L .007 SILLONLY a 1 l/IH W� WZ BIOX3/4' TOM m �W 1/4-L4X1' GR5 SDS OR �y P1 AT 12. DC ¢� Q W 1/4-2OXI/2' HHMS V/NUT 1/1H SPACED AT 12.13C "'� l Be Q _ O E y W REFER TO SHEET 13/14 FOR ANCHORAGE z - Z m - REFER TO SHEET 13/14 SELECTION Bq V �/ z W O Vui 2, 2A 11 ` !a FOR ANCHORAGE H x Nx G i O - SELECTION . jlGfElBED. SECTION B3 W 3�Lg� i v7 ZS V¢ t _ N EMBED. SECTION 0 WRT-0UTON 4 ADJUSTABLE ON 1/4-14X1• GRS SDS OR SID MOLL I/4-20X3/4' PHNS V/NUT sRL ONLY REVCXSEAHp MFADOLORVIL SPACED AT 5'OL , YYGGHWII Vill SIOX3/4' TEKS 'I FlWwaI6 - O a ^ AT le DC m m 0 5 Va 1/4-14XV GRS SDS OR I/IH 1/4-20XI/2' HHHS V/M1T , SPACED AT 12OC I le ._L-, m'T1 mm 1/4-14X1• GRS SDS OR 3 1/4-20X3/4• PHNS V/NUT SPACED AT 5'OC p Q REFER TO SHEET 13/14 �W FOR ANCHORAGE m 4 11 ' G SELECTION k i REFER TO SHEET 13/14 E[ I' FOR ANCHORAGE IO q SELECT]@! xwa NA _ y EMBED.SECTION ATRlSI.ON REVERSE MsO SECTION 134 POIUSTAHIE TRPLK EMBE0. ON REVM5E ANm . 02lOG/18 o Gl 18-048 DUCKY u _ @ 511LONLY S 03 OF OF 16 TYPICAL SECTIONS �o°Ol1 0E F� 4 ��D EssE a M No.52609 a (ED) EDGE * IT * C ae - DISTANCE STATE OF W sne� 3.3A o���'4OR V. WaH�yf W - e REFER TD S l3/14 FORSELANCHORAGE `' -- fiEB r'a'. -TRF mgmz3 tl s<6® O6 q 16 e i DRTtaw. ERTOSHEET13/14wSELECTION�� 0 S u 3'3A 1/4-14X1' GR5 SDS OR V/NNT g w SPACED AT212IHS �J e REFER TO SHEET 13 4 FOR ANCHORAGE wa wH I/1B oY Q 1y- 3.3A ®� SELECTION SECTION E ANG1E➢L9ETMOUNT K > jWWC6 ..a -I NPAOPR ORSILL 0 _I _'2 �a MOUNTT WNII Opp tUi 1 WALL TRACX30KSA g lu' (L o K "MMORSILL �d( 5g5q REFER TO SHEET 13/14 d FOR ANCHORAGE SELECTION �y 3 (ED) EDGE ➢[STANCE REFER TO SHEET 13/14 m .FOR ANCHORAGE SELECTION Gp' - m (ED) EDGE R I0X3/4' 7EKS AT 12' 6A ry of DISTANCE 3 i %gg Q 9'2A s 1/4-14X 3/4' TEKS i Z i IT SECTION D pW SPACED AT 12.00 yTAa, wQ �u l MCMZ pR p/ NPADIXORSRL i a �y wy SECTION GM ADJOCAME MOUNT 1/lB I HPAO[R/DILL 021 Q _ L16-046 -I s 04 OF OP 16 TYPICAL SECTIONS ""�" DE F" $ ENBF s ^� 9 f No.52609 IT IT +;D STATE F 4-1 A 'a O i Dm� 1/la %�FS<oR1 NG ad o�l� w wCO DIOX3/4' TEKS R10X3/4' TIXS0 AT l2' OC W M AT 12- OC 6 F S F FEg 0 G 2011 r no ism 61 _ y yy ANCHORS SPACED a m3 AS I ON SHEET 13/14! GI R d M j ANCHORS SPACED 2� (ED) AS PER SECTION G w N C' DA ON SHEET 13/14 BE ('s 1 W T14N¢ 5ECTION G NSIR¢ _ SECTION G 1 a `ram ADAXiTA MOUNT ADJ5L w ^ MOUNT 5DLONLYZME SDLONLY O� L �Mm W o9� G Wa2 �� o iN x MIS w I l/1B x w �a ALL ANCHORS TYPE ON SHEET 13/14 a r w)^ SPACE➢ AT 48'OC APPLICABLE y �1 FOR ALL LOAD CONDITIONS w eY O y FROM TA BLE I REFER T13 SHEET plp J M +emu .c r FOR ANCHORAGE l3/14 LL _ SELECTION � -x 'al O < N ul fDGe CLEARANCE I C) o INTO CONLRPIE- 4` (3000 P91 LONCRERJ 4 1WOO METW�_21/2'A'�OOD5GO.551 fEC) EDGE Xg Q (RYldLNMACRA961A'L.) CLEARANCE N (ED) EDGE SECOONI�- s ➢ISTANCE RECE55O)MOUNT Ti E ONLY DISTANCE EDGE SECTIONP NA ➢[STANCE u •A`TRD,5CTMOUNT SILLONLY �R' 02/06/18 18.048848 anm 5 OF 16 DE F ` OPTIONAL CURVED TRACK �� " SIC ENFF BENT TRACJ.OR 9EGMPNf[DTRACROPIIONS 3� No.52609 �x y01 STA OF b ry �«e A!G mom SEGMENT I MOM S CHMILE =Fs VIC AUC2sP I!E pOC fBpg1018 lilt TRACK \♦ / \ // \ // \ � � \\` JOINT JOINT lOIM NOTG Q \\� .,ems v� laNls uR Be mlom oR xor - i N`^���sG�4�'� wnM e Norwmm Tne M�NwuM OPTwv Avrnozs .mtNl �,Py` Q HAVE IRS' U EN'STH rncN seGA4xr Musr �y ,d Es— ��� . Jotxr TRACK JOINT TO' � I o y SEGMENT >'B SEGMENTTYPICAL MHl� GNOi' \I JOINT IN JOINT JOINT N1 uc �a VVV JOINT �\ c3 t \ \ EN Tc TYPICAL SEGMENT -_ S�c"-tN 19 B 1� �! NINICAL » IN m JOINT I YOC I > LL \\� EACH SEGMENT CANNOT OE LESS THAN 0 INCHES LONG Q I EACH SEGMENT MUST HAVE AT LEAST TWO ANCHORS WITH SPACING NOT IE55 THAN 4' CC AT THE JOINT5 OR AT SEGMENT. F' ANCHOR SPACING MUST BE VERIFIED AS FER5HEET 13 Z x A PAM O lS 1-0 mm GOFIG a" ry � . } %DENS �F 'y TYPICAL HORIZONTAL i ¢F i 2 JAMB AND CORNER 5ECTION5 J No . 52509 �y x OPTIONAL is as' SEALANT MIN C3) ANCHORS �0 FTATE OF 3 n A ANCHORAGE TO VALL 5ECTION J TYPE A, D, C OR ➢ "F IS NOT NECESSARY JAMBCLO5URE 4' FROMS ENDS SECTION J I S'y NG Sgom 1 WALL MOUNT AND ENE AT MIDDLE INSET MOUNT OPAL C 3 x L; Ffeosln �k`. TOP )AND BOTTOM IA 0�➢00 I9 �NZ 9, 9A TRACKS m i IA e e � B N 'TOP L BOTTOM TRACKS yI 18 O Z 2 � <Zm w oo9 Gw ANC2, C TYPE ❑ A, D, L T D SPACED AT 24'EC e 10 E➢GE w ➢ISTANCE SECTION J2 + '� -:..> JAMB CL05UM �5 BUILT-0UI MOUNT �55j a 21 OR IL .Lio D1CX3/4' SS SMS OR `a IA 3/16' POP RIVETS m SPACED AT 24'DC SECTION J3 rc CORNERCL05URE oQ � �zT Anp 7 DR TA Pusx eurTOM LOCLDCA,ED ON ACCiDN"MINTERIOR RR EMMINOR SIDE TYPICAL HORIZONTAL SECTION5 .. JJJ'��. BE F ' ENFF L R HD LOCK SECTION5 L Q�yT Y %t ?1 1 In 3 No. 52809 }g: is STATE F ti v N Nore: snurrER cAN ee LOCKED PRan+ INSIDE OR OUi51DE BY PIAONG LOCK �N F I B R L '+ss1ONAL N W51DE OR OUTSIDE AS REQUIRED, ti N � BBjAADDE ECRON ��""� �. yQG g CLmrMmON FEB �<® 781 f� e � L I IB IB gg 6 B g BA Q � CI Z M=no - COMMERCIAL MORTISE LOCK V/ I1.J o ago G(L EXTERIOR KEY OR THUMB TURN p 9d o AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 ANCHDRS TYPE o SPACED0ATC24 DC 5EC1I011L ALTERNATE 5ECTI0N LI LOCK BLADE VA TN LOCK BLADE 5=0N OPEN POSBION STAPM BLADE SECTION IA DRFADR� L� m III ell �BA8A� f,8'EXTERIOR e� E Z COMMERCIAL MORTISE LOCK V/ EXTERIOR KEY OR THUMB TURN MA LOCK V/ t AND INSIDE THUMB TURN INSTALLE➢ ON SHAPE 8 w.nRTISE 02fONle DR THUMB TURN LB Dwvwci AND INSI➢E THUMB TURN 18-048 INSTALLED ON SHAPE 8 snQr OB OP 1G TYPICAL HORIZONTAL DE F/ 1 TIONAL LOCKING T INS `BEN P a�, UNIMATE LOCKSECTIONS M CURE STACK IN THE No. 52609 NOTE: 5NUlIERCAN BE LOCKEDFROM POSITION IN510C OR OUTSID[ BYPIAO G IDLK IN510E OR OUT51D[ A5 REI7UIRED. 5EG710N M i . 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IC FIpATNG'STPLK BIAO! 60G'.-T6 AILNINUM N.A9A 2 CpUNG TRAOC 6063-T6 P111NINUM. "N.AS.A 3 I•WIJl MOUNT TRACK 6068-T6 PLININUM NAB.A 3A 2' WP1L MOUNTTRACK 6063 T6 AlLL11NUM N.A9A. q 'A•1RPCK 6063 T6 ALUMINUM N.A3A. 5 RECLS4p)TRACA 60 3-T6 ALUMINUM N.A.9.A 6 AAIUSTPlLl PEMN.0 (RACK 60G3•T6 AlIMINUM NASA 6A Ap USTABL[ T6 LMIN M A ] UWMAT[IGCK BLAO[ lP 60G3-T6 ApANIN1IM NA9.A ]A UNIMAT[IDtTC tNA0e l5]IP 6063-T6 PLMINUM N.A9.A B HO FEMAIB ILW.BUOC 6063-t6 ALPAINUM N.A9A --a- H MNL LOCK BWO[ 6063-T6 ALLI.IINUM NA9A BB HO AOMTORPWBR 6063-T6 ADNJNUM NASA 9 I' UMB CIDBURe 6063-T6 AUAIINUM NA9A 9A 2'JAMB QOSURC 6063-T6 ALUMINUM NASA. O 142X ANGLE 6069-T6 INUM NASA. II I/B-2X ANGL! 6063-T6 ANMINUM NABA. 12 WHEb CARRIER RAT®STEHINYION NA9.A 13 I101f3'HH BLADC SCREW 4105TAINLES SfER1 -: NAS.A 13A /10%2'HH BLADE SCRpN 4105TNM8951ID. NASA 14 0.g4•pFW W/SMDt STNNIFS45TEH. NA9A IS 0.46'0z0.93'BUSHING NRON NA9.A. 16 0.46'Oz0.65'WHEEL BUSMNG NYLON NASA 19 R15H-BLRNM LOCK 20 I B`WHGG9PALEA NYIDN N.A9.A 2I I/16•-I 1X25, 1%4. 1,9O PNP� 6063-TS PIUI.IINUM NASA 22 Sro FEMALE IDCK BIAD! 6063-T6 ALIPAIMIM NASA 22A Bro MAlE LYXS. Blwe 6063-T6 ALUMINUM NASA. 22B 9ro tOCRKEEPLR 6063T6 gL11MI1LUM NA5.0. TYPE DESCRIPf10N EMB ED. A i/4• IIW TAPCAN IMO 9000 P51 CANGRETE - 1.75 3.0 EILO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 AlAI T N INTO CON,BLOCK 1.25 3.0 I •-ELCO ULTTLACON INTO (ANGRETE BLOCK 1.25 2.5 B I4-20%I ALL POINf550UDSET IM03.O K5100NCRETE 0.875 3.0. 1420 I ALL IM 50UDSEf MO CANC BLO O.8 5 3.0 C I• W D G CREW NTO Gm.55 D 1.50 5 D 1/4'-145ELP DRILLING SQZEW"INi01/9.5TEEL OR ALUMINUM - 0.75 E I/4` GREW -FIE( SS4 INTO B000 P51 CONCRETE 1.75 3.0 EI I/4'CRETC-FLEX 5541NlO CANCRLTl BIOCK(2000 PSp 1.25 3.0 • ANCHOR SPACING TABLE - '00 4. DE F 1 30 P5F <= PD <=70 P5F >>ecv `%MfsF No.52609 ' STAT OF '20 3 a sp W iq v 301N AP. ds 40R1'DG •.Q��, f om� 'y�,/, ANAL 2 fFB O6— 10l8 e 4 Q\ 6 / Z y 2 Ijt o(uu(J2 n�D_ 1V!Q U Zp� F 45 HO 2 m bQ Z 9 b NA NOTE, 5EE SHEET 12 FOR ANCHOR TYPE AND SELECTION PAID OZIOGT18 rquvnxce 18-048 sneer 13 Of IG MOVMIYPE A. Bt, B2. W. 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I 6 ALTERNATE TO PLATE o U8'X2w 6063-TES ALUMINUM ANGLE 1 DE D ENO,, O°xr No.52609 'O STATE OF °,,, ^ fi } eZDE E^ o m 5`® fE8 p 6 7A,w NA 02/OG/NA 18 NO OE SEC110N CT A~ F i IRA REMOVABIEBILL vNGENgg s ' OVER COUNTER TOP SHUTTER TOP TRACK =OQ No. 52609 8C SECTION A �* * *sm 3 x STAT OF 'o tI a v Smm PASS THROUGH DR p! % G pA+ Q m WiNDOYS '�osION A �S�g 1/4-14%I' GAS SDS � 2J g z O o SPACED AT 'I" I _ FE6 -SECOONA s m ^ REMOVABLE 1/8'-2X4 6063-76 ALUMINUM TUBE I I 5EG110N B — 5ELTION C A COUNTER F ' CONI CON1 u�i CONNECTION CON I Q rG j 6a SECTION B O z � 1/4-14X1' GAS SDS z N SPACED AT 12.00 Lu (2 PER CLIP) TUBE ANCHORAGE � O 0 I/4X3 1/4' ITN TAPCONS CON 1 GlL1 0 �- SUBSTRATE1 1 3/4' EMBED, INTO CONCRETE e. w \ pO�cD (2 PER CLIP) 1/4X3 1/4' ITW TAPCONS REMOVABLE 1 3/4' EMBED. INTO CONCRETE 1/8'-2%4 6063-T6 ALUMINUM TUBE 1/8-2X4 TUBE OPENING X C3 PER CLIP) c 1/8-2X2CLIP d$ _ 1/4-20X3' HHMS �• a 0 SEGTIONG WITH WING NUTS / '� 1/4-14%1' 12 SDS SPACED AT 12.00 1/4-2X2 CLIP) � 0 N SUBSTRATE a 1 oQ FIXED SECTION TO HOLD SHUTTER STACK (3 PER CLIP> Q uas�, SEE SECTION B ON SHEET 3 1/4-2OX3' HHMS Sy�S G Z _ FOR ANCHORAGE DETAILS WITH WING NUTS 9cur. I 1/B-2X4 6063-T6 ALUMINUM TUBE FIXED TRACK own REMOVABLE TRACK V/ TUBE 0210GI18 BwwwAA 16045 - 160P 16 OP Br Iwx DPExlxc vm - 4 MAXIMUM PRF55URE RATING: ±GO P5F VALL MAX 96' REMDVABLE VAIl TRAIX TUBE •TRACK iRAIX TOTAL SWITIER VIDiH