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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pae 1 of 2 g .+.,,�k,. �.r..'z�t�.` ,'�'s. 2 b f _«a a "a' c �r ✓ am&a SCIS Hama Cog In User Registration Hot Toplrs ' Submit Surcharge Stats&Fads Fublicatlons FSC Stall�'BCIS Site Hap," Unks Search � go �Qw, Product Approval USER:Public User Product AoorOva�Meru>PmdUC[or ADDflCdttpn-Search>Aooucallon =�U�6�893-U PRIME«r saZ ay nn Type 1 aSl _ sion Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Emall 8717 NW 117 Street Suite 1 Miami Garden,FL 33018 (786)621-6706 paloucks@gmail,com Authorized Signature Peter Loucks paloucks@gmail.com Technical Representative Address/Phone/Emali Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received i Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16893 R3 Eouly ASTM E1996-03 Eoulvaiencv Letter to ASTM E996 5.ndf http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQ�vtDgtmmTSTNdVPs... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 01/05/2018 Date Validated 01108/2018 Date Pending FBC Approval Date Approved 01/08/2018 Summary of Products FL# Model,Number or Name Description 16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL16893R3 C CAC NAMI CERTIFICATE N1013919.01.1)df Approved for use outside HVHZ,,Yes Qu A. ssurance_Contract EQpIror`_-ati te Impact Resistant:Yes r2131/ 8- Design Pressure.+160/-160 lation Instructions Other.PRODUCT TO BE MANUFACTURED,DESIGNED,ANE)r- FL16893R3 IT DWG 17-666.pdf INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By:National Accreditation 8L M g.,6tInstitute --Gmated-by4adeprende a Evaluation Reports Created by Independent Third Party: Back'- Next .71 Contact Us::Z§01 Blair Stone Road,Tallahassee FL 32329 Phone:850-487-1824 The State of Florida is an AA1EEO employer.Copyr12ht 7007-2013 State of Floidat:--Privacy Sto :.-ALM29bilityStatemant::g0vaostatemen Under Florida law,email addresses are public records.It you do not want your e-mail address released in response to a public-records request,do not send ejectmnic mail to this entity.Instead,contact the office by phone or by tratittional 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 455,F,S.,please click h2M. Product Approval Aampts: Credit Card Safe http://www.flo.ridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqb=TSTNdVPs... 1/9/2018 A55OCIATIONI 5UPEKNOVA N.A . S . A NATIONAL APPED SHUTTER EXTRUDED ALUMINUM ACCORDION SHUTTER ASSOCIAROVTION LI-C. LARGE MISSILE IMPACT RESISTANT 8717 NW 1175T.5TE I HIALEAH GARDENS,PL 33018 Tal'C/861621-670r. GENERAL NOTES: FLORIDA BUILDING CODE 2017-t1Vt1Z-Gt DME)IN Fax: 86)G2 I-G708 WMV-NA5A5HUTTER.CO%4 I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER,DE51GUED,CONSTRUCTED AND PRODUCT: fPrCM*D TO EASILY FJ4CI.05E AN AREA PROVIDING ROVIDING PROTECTION FROM HURRICANE FORCE WINDS UPERNOVA AND WIND DOME DEBRIS aARGC ANbSMALL M1551LE)WITHIN THE ALLOWABLE DESIGNED 5 rmssuRr5 AND LIMITATIONS STATED IN THIS APPROVAL, EXTRUDED ALUMINUM ACCORDION SHUTTER LAKC12 4 S\MU 2-CODE;THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED "UMCANe ZONE EHVHZ)Of THE 2017"RIDA.BUILDING CODE-M EDITION, 5-POSTING:A PERMANENT LE6113LP DECAL SHALL BE PLACED AT A READILY V151BLE LOCATION STATING THE FOLLOWING: ENGCO INC. marls 5-A-WALLAH GARDENS-FLORIDA SUPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTER TABLE OF CONTENTS: 5595 ORANGE DR 201 DAVIE, FL. 33314 MIAJAI-DADI!COUNTY PRODUCT CONTROL APPROVED' Td.:(954)565-0304 DESCRIPTION ENGWQAOLOOM 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OF ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TAuLE!or CONTENTS.GENERAL NOTES.USER INSTRUCTIONS FFX.55URE MUST NOT CYCEEDTHE ALLOWABLE rriS5upxs FOR EACH SHUTTER COMPONENT TO BE - OE USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PFZF55UM TABLE 1,1 A AND GLA55 SEPARATION TABLE 2 5-MATCRM:ALL EXTRUDED ALUMINUM SHAPES SH,411-BE MADE Or 6063-TG OR AS NOTED. 3 TYPICAL SECTIONS A.5 1.BE%03,84 WITH ANCHORAGE TABLES No.62609 G-FAS STENCR5:ASSEMBLYSCRITh`5 A140 ANCHORS SHALL BE AS 51FCCIFIeD IN THE CURRENT SET Or DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL A TYPICAL 5L!CTION5 D#c WITH ANCHORAGE TABLES 0 grT TE OF A 7.USE.IT SMALL BE THE PZSrONSIBILrTYOrTHE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D.e R GH WITH ANCHORAGE TADLES RID TO VERIFY THE FOLLOWING- 7.1-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED 1URJNG 5 G TYPICAL SECTIONS F,G 4 1 WITH ANCHORAGe TABLt,5 ANCHORAGE. N FRorEK - irz 7.2-THE SITE SPECIFIC PRojecr cpjTcPLA.SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS*J* REQUIREMENTS,DESIGNED PPE55URE5 ETC. 7.3-THAT THIS APPROVAL 15 ADEQUATE TO rtile 5PEciric rRojecr. a Locr MAI E 4 FEMALE SECTIONS 5.-1 Pcdrp pe Vtj--d.-PE 52609 B-33 1/3W,INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN Of THE ANCHORS 9 LOCK UNIMATE SECTORS W. top THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE MIAMI DADE APPROVAL.- FOR WIND LOAD HAVE BEEN USED. to STANDARD U)Cr,SECTIONS IN, I I BILL Or MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. USER INSTRUCTIONS: 12 CoMrONENT5 I-DETERMINE PRWCCT DESIGN WIND LOAD PRESSURES As PER ITEM 4 OF GENERAL NOTES. 2.CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TAM I OR TABLE I A. DATE;1012G/2017 3.VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. 5CALv.NA 4-DETEFMINE MAXIMUM ANCHORAGE PRE95URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS DESIGN BY,PFMF PER SHECT5 3,4.5 t G.SCCfI0N5 ARE INTERCHANGEABLE. 5.THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DC51ON 51iEET DRAWING#: PRESSURE FROM GENERAL NOTES 4 1 OF 13 7-GGG A530CIATION: TABLE I TABLE I A INTERIOR!EXTIlmo NATIONAL APPP.OVED SHUTTER MAXIMUM LUDWAB Y I BLADE MAXIMUM ALLOWABLE 4 1 0 M 1 B(LADES 6 ASSOCIATION L.L.C. SHUTTER SPAN X PPE55URE SHUTTER SPAN X PRE55UPE I BLADE SPAN PRE55UFE(P5P) BLADE SPAN PRE55URE(PSF) ti 8717 NW I) 5 I ALL ALUMINUM BLADES HIALEAH GARDENS.FLL 93018 INCHES INCHES _- 1 1� Tel.:(76G)G21-G70G GO -1-190 1 I GO GO TGO I Va.:(78G)G21-G708 GG 158 1 58 GG 158 158 INTERIOR/i'J[TtWOR WWW.NA5A5HUTTER.0OM 72 144 144 72 144 144 78 133 133 78 133 133 PRODUCT: 84 124 124 84, 124 124 E /LxTER 0R 90 116 I IG 90 11:6 1 IG Q " 5UPEKNOVA 9G 108 108 9G 108 108 COMBINATION EXMDED ALUMINUM 104 100 100 IOh 100 100 I IDo• L L ALUMINUM/LP.XANBLADES N Mums cm cE Aww rro RI Mori AC LARGE t 5tA CR 108 93 93 1 108 93 93 COMDMAno"9ASWE' D IMPACTED RATED I I A 83 63 1 14 8 B3 1 B 1 B 120 75 75 120 75 75 NTewoR/EKrewoR 12G G8 GB 126 68 132 62 G2 132 GI GI ENGINEERING: 138 57 57 138 53 53 ENGCO INC. caM1lc 144 48 52 144 45 47 ULTERIOR/FaTOE)OR 150 .41 48 150 38 42 5595E. FL. DR.201 1G2 30 40. 162 28 33 1B� DAVIE, )5 6-03 4 Tct.:(954)585-0304 NOTES: ALL LEXAN BLADES ENGCO@AOLCOM 1.AOCOPa01J Sh•UTPR MUOE SrAll ORWO)rOR•1L COItD1110N5 2 rr SSDa.DMGt1 VAND LOAD mn 1 B 1 H 1 ••p•E, 3-UN[A t NTcrrolAnotl G ACa7rA=r0R MNCN WI1D LOADS AND MADE SrM DETUTCII ',EF _ TAdlIATC13 vNUf3. tNTCRIORl IXTFR!OR d•' 4-USETADILIAVA 104e0lt MORETPr1DdLmflSusw �/ '5-MADr 1MVC95 D T115TA TION I!ALLOWED ratty.MOLAMM 001=0i`45 •CQ F• %G EN fF,���T16 TABLE 2 Z No.52609 ` o. MINIMUM SHUTTER SEPARATION FROM GLAZING TYPICAL ELEVATION TYPICAL CR055 SECTION \ STATE OF A,B,C,D,E.GH X O A �A TOP TRACK GLAZING SEPARATION (INCHES) iFs 10 10��\�•`••, BLADE TYPE ADE 5PAN �yyryONA•.� ••� <=G0' <=104° <�-I 2. 1 t Y ALUMINUM 2' 2 3/4' 3.125' 10 ' ALL CILVAT10115 Pcdm Oc FSgv rjo-PE 52GO9 LEXAN 3• 3' 3' M. N n <=30'BEVATION MIAMI DADE APPROVAL• a LEXAN 2 1/8- 3' 3' ->30'ELEVATION H � K IJOTFSI I-^craaAEla1 rAOM aLvnro Prtns snaLL xMEA,!rao Yi'.OM j� xAs;lorA VACS TO TIIEiov rm DUDEOR Ro 3w Am.' L- z- 5 s[rArAnal IM AMIICALY[me me Ima(MROWANp nxo _) M'AMl-DWCCOUtMtQ). ti S.EHaM sruEEm Is,uarMM:m Wnr Mom Tt'M or MuoeS me ul LARGEST CLASS SO'APATON 511AL APPLY. DATE:10,12G/2017 A13,81,82,83,B4 BOTTOM TRACK7 SCALE:NA IS& G G 1 GH - DESIGN BY:PPMF SHUTTER V[DTH CSV) NO LIMITATION SHEET' DRAWING R: 2 OF 13 17-GGG A-''OCIATION. TYPICAL 5EC710N5 A, 3I, B2,63,B4 _ AND ANCHOR SCHEDULE 1V_I ir5ILL B , A . S . A. 1/4-74X]' GR5 SDS OR 810K3/4' TEKS SECTION A i/4-20X1/2' HHMS V/NUT a a AT 12' DC NATIONAL APPROVEDIHUTTER DUILT-OUT ON ANGIP SPACED AT 12•OC �^ A550CIATION L.L.C.HEADtR OR 91LL 16 If _- /-OPTIONAL _ 2,2A 11 a NW 117 ST,5TE ADJUSTABLE TRACK HIALEAH GARDENS,FL 33018 ON REVER5EAN= Tel.:(78G)627-6706 EMBER ONLY Fax:(186)G21-6708 - Sd m VAJW.NA5A5HU1TER.COM 7 'yANCHORS DESIGNED r ANCHORS DESIGNED 8 AS PER SECTION B4 PRODUCT:DUCT'6A 10 ; ON TABLE BELOW r AS PER SECTION A ' w2q SUPERNOVA �Q ON TABLE BELDVrMUDEDAUIMINUT4 - 1/18 1/4-14X1' GRS SCIS OR � V ACCORDION SHUTTER ". + 1/4-20X3/4' PHMS W/NUT LARGE 45MALL ae w SPACED AT 5`OC t; EMBED. IMPACTED RATED ,I --� g 5ECTION B I H 1/1B REVER5E ANGLE u ENGINtMNG! SILL ONLY -} ENGCO INC. ,,..,. ZZZ" Z ¢ 1/1 B 5595 ORANGE OR.201 { ANCHORS DESIGNE➢ y DAME. PL. 33314 AS PER SECTION Dl 5EGTION 83 w w 1710X3/4' TEKS Af TDJUSTABLE ON Tc1.:(95.1)585-0304 4 I7 t' ON TABLE BELOW F a AT 12' DC STD ANGLE EN0000AOLCOM ©a LT3 51LL ONLY 1/4-14X1' GR5 SDS OR ANCHORS DESIGNED +�.•+'0 OE F/ 1/4-20X1/2' MHMS W/NUT �� EMBED.--� r 6 .i AS PER E BELOW B3 ,ICQ 10ENg Flp�i r r ON TABLE BELDV C `Op " SPACED AT 12'OC Iri = Ati 7No.52609' �= N l _ *I _ 1 d \ ` GA6 �+ STATE OF 10 ^ENDER 0�F /•� R..�•pF�J��1�� ANCHORS DESIGNED '+s4 /Q AI. .•+ ¢ ]/IB AS PER SECTION B2 '` s'•.,, ��'` W J j; 1/4-14X1' GR5 SDS 0R x t6 ON TABLE BELOW, 1/4-20X3/4' PHMS W/NUT ������•+' OPTIONAL SPACED AT 5'OC Ia�Zts(1'I F e r ma i MAX. BLADE SPAN IN INCHES Fcdw Dc ngvc,cdo rt 52609 I1 EMBED. SEE ANCHOR SCHEDU 4 � LE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(I'SF) 1) I BASED ON 5PACING IN INGHE5 ON CEN'IL'R MIAMI DAVE ArrROVAL SECTION B2 ANCHORAGE SPACING--I 2 132 10tl S/4-14X1' GR5 SDS OR 'q TRACK ON1/4-20%1/2' HHMS W/NUT E- El E SPACED AT 12.00 57D nNyLE 14 40 31 62 .38 93 60 160SILL ONLY SECTIONS 12 40 "3 62. 4 93 7016A 61,62 8 404062 93. 105 16B3,B4 6 40 40 62 62 93 124160MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 124 160 160 SEE ANCHOR SCHEDULE ON _ SHEET 11 FOR ANCHOR TYPE MAXIMUM A CH A G Fj PRE55URE (P5F) BA5E0 ON 5PACING-IN INCIiE5 ON CENTER ANCHORAGE SPACING 162 132 108 84' 60 5CALeIN�26/2017 A Al B BI C D Al B Bl C D A Al B IBI IC ID A IA1 B B1 C D A Al B B1 C- D DE51GN BY,PPMP 1 1 40 -- 40 40 4 4D 6 -- 62 9 6 4 9 2 93 6 - 2' 60 716 2 7 18 7 60 40 160 08 160 107 SECT( 12 40 — 40 40 40. M-62 62 57 62 57 93 26 93 70 93 70 124. 34 124 90 124 89 160 47 160126 60 25 A,B� 40 26 40 40 40 62 62 6 2 93 39 93 93 93 9 124 1 124 124 124124160' 1 I 0 16 L60 160 B3, 4 3 4 40 _¢g;q? 6 93 52 93 93 3 124 67 24 124 124 1 4 94 60160 160 160 5HEET DRAWING4 40 40 40 40 40 62 62 62 62 93 79 "93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 LOU 3 OF 13 17-GGG A55OCIATICN, TYPICAL SECTIONS B AND C q/� AND ANCHOR SCHEDATULE 1 V . ,�-1 . S . A NATIONAL APPROVED SHUTTER • A55CCAATION L.L.C. • ANCHORS DESIGNED 8717 NW 1 17 ST,STE i AS PER SECTION C HIALEAH GARDENS,PL 33018 ON TABLE BELOW Tela(78G)G21-6706 �• Fa.:(786)G21-6708 Iy� $ 3,3A WWW,NASASIIUTTERCOM N y PRODUCT: 1/1B �Q SUPERNOVA FT I W vowIXTPUDCD ALUMINUM ACCORDION SHUTTER LARGE 4 sMnu ANCHORS DESIGNED i OPTIMAL IMPACTED RATED •r ` AS PER SECTION B -za 1/1B 2,2A ON TABLE BELOW s a SECTION C N N 4 a a WALL M.3 NT AT ENCINCCRING: TRA~ SA HEADER OR SILL ENGCO INC. fAbI IC BUIL OUTO 7E.BE..-, 5595 ORANGE DR.201 RCVCR3e ANGLE DAVIE. PL. 33314 HCADCR OR SILL '•"'%• Tcla(954)585-0304 cpm ' fid CNGCOCAOLCOM LI g4L N 1 1/4-14X1' GR5 SDS OR .+N'+ �• �� F s SPACED XAT212H0 S M/NUT a 3,3A t v4 No.52609 ;� r•ya• ANCHORS DESIGNED *i AS PER SECTION C _ ' ON TABLE BELOWLSO ST,TE OF ��F 4,ods"I O R 1�P G`0••r '1 MAX. BLADE SPAN IN INCHES NAL.+.�.+•+••+ SEE ANCHOR SCHEDULE ON SHEET It FOR ANCHOR TYPE MAXIMUM ANCH AGP PRC55URE ( F) ZIA5E0 ON SPACING IN INCHES ON CFNTI`_R io�?b�11 ANCHORAGE SPACING-, 162 108 84 60 �' n u 9aai A JAI III JB1-1c III Al B B1. C D A` Al BI C D A Al B BI C D A Al B B1 C D redm De rij3—cdo-PE 52509 4D -- 40 40 40. 4D 62 1D 62 49 622-:149 2 OG 6U dl 60 )UM1 29 110 77 104 % 145 40 15 ]08 1M1 107 SEC IONS L2 40 40 21 G 57 62 57 87 26. 93 70 87 70 111 34 119 90 1'12 89 156 47 160 126 L57 125 MIAMI DADEAPI'ROVAU &C 8 40 26 40 40 0' 40 62 32 62 62 62 2 3 3 9 B7 93 86 124 51 124 111 124 111 160 %1 160 156 160 155 40 35 40 40 M1 40 62 43 6 2 62 62 93 5 3 3 9 93 24 7 1 4 124 24 '1 4 160 94 160 1 60 4 40 40 40 40 40 40 .62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 )24 124 t24 160 137 160 160. 160 160 MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ONf1440 MAXIMUM ANCHORAGE PRESSURE(P5f) . SHEET tl FOR ANCHOR TYPE ' ASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING6 L 08 4 6 1 E E E 1 DATE: 10126!2017 31 62 38 87 46 L12 60 157.84 SCALE:NA SECTIONS 36 62 4 93 54 f 1 70 160 98DEaIGN DY:PPMP 4 62 62 93 77 24 99 160 38 40 62 62 93 88 1 M1 113 6 158 4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING A: 4 Of 13 17-CGG A550CIATION: ANCHORS DESIGNED TYPICAL 5ECTION5 D,E t GH ANCHORS DESIGNED AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH N . ON TABLE BELOW, ON TABLE BELOW - a NATIONAL APPROVED 5HUTTF_R <ED) EDGE a A550CIATION L.L.C. DISTANCE (ED) EDGE w - DISTANCE 8717 NW 1 17 5T,5TE I °• ° HIALEAH GAROEN9,FL 33018 ,r. .A LETd.,(786)621-6706 G Pax:(786)621-6706 a 2,2A TRIMMED N WWW.NA:,A51IUTTER.COM S 810X3/4' EK V/LEG PRODUCT: .�.. 5ECTION D AT 12' OC �TRIHRED _ T- IN=Ml NT W/ (ED) EDGE - SUPERNOVA a, TRACK.2 OR 2 DISTANCE 2 fu PXIP.UDED ALUMINUM r I�Z 'HNADER OR SILLL F ACCORDION SHUTTER N ANGLE NBCTMOUhT IMMPACTEDRMATED -I HEADER OR 9ILL 7{ ''rt;-i, ,• -+.rc,- �,_ x 1/4- 4X 3/4' TEKS SPACED AT 12'OC r W ..� EN6INECFDNG: 1 y �a sEct1 H ENGCO INC. rnollc ANCHORS DESIGNED ADJUSTABLE NODM 5595 ORANGE DR.201 M AS PER SECT IDN E HEADER/514. Dnvlc, fL. 3331 A ON TABLE BELOW Tc6:(95-11585-0304 N ENGCO@AOL.COM uN 3,3A 1/4-14X1' GR5 SDS OR �.w""`••...,�� SPACEDXAT212HOCS W/NUT •�`�. pENfi�( %9 ¢p W rov ,:I 5 11 Ott No.52609 F e wy 8TATEOF '��: I II 5s0.n 0R1�Pi ��t4rd MAX. BLADE SPAN IN INCHES may' ........ SEE ANCHOR SCHEDULE ON (o'-Zf. SHEET 11 FOR ANCHOR T-YPE MAXIMUM AMC ORA ' E PR.E55UR'E (P5l') BASED ON 5PACSNG IN INCHES ON CENTER ANCHORAGE SPACING Eng""cr5c°S 6 32 i08 ea 60 1 G2 13 tOB 84 0 Pubo Oc liguorcdo-PE 52603 A A C D B C D A B C D A B C D A D C D _E E E E E 16 22 -- -- 27 33 -= 20 34 40 20 24 43 S2 25 31 D 43 16 28 34 4l 53 74' MIAMI DADe APfRAVnL: 2 30 36 -- 21 3 44 22 26 45 54 26 32 SS 69 34 4l 81 97 48 57 1 SS 1 9 SECTIO D 40 40 26 32 5 2 32 39 67 BO 40 48 86 10 51 61 27 5 B6 8 0 62 83 106 149 6 0 40 3 40 2 43 52 3 S 4 1 S 24 8 8 60 16 9 5 6 40 62: 93 124 60 4 40 40 40 4p 62 62 62 62 93 93 79 93 124 124110211231 160 160 143 160 1 4 40 62 93 124 160 11 -- 2 26 - 27 -32 2 35 41 26 24 49 58 36 34 1 22 27 33 1 43 60 - 9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 ,31 .30 60 71 44 42 9 2733 41 2 73 SECTION E8 25 30 --_ -- 31 36 22 21 38 44 27. 26 49 57 35 33 68 80 49 47 0 6 5 82 6 '-34 3 24 23 41 48 3 8 S '36 5 GS 116 7 4 16 408 4 40 40 36 35 62 62 45 42 76 1 84 155 52 97 114 70 67 136 !60 98 93 4 40 52 6M1 82 115 W103 92024 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 G4 41 37 6 DATE: 10/26/2017 SECTION GH 23 27 - -- 28 33 21 I9 34 5 23 44 5]' 3 30 61 7 4 42 7 5CALEi NA 6 30 362- 21 37 44 28 25 4 3. 34 3 59 69 43 40 82. 96 6 56 6 7 DESIGN BY,FPMF 4 40 40 34 31 S6 62 42 38 68 80 51 47 88 103 65 60123 144 91 84 4 38 SHEET DRAWING A: 5 OP 13 17-G66 TYPICAL SECTIONS G,IF AND I ASSOCIATION: AND ANCHOR 5CHF-PULE N . A .S. A NATIONAL Ar?ROVCD SHUTTER z ASSOCIATION L.L.C. SECTION I RECE55t4 MOUNT 8717 NW 1 17 5T,STE I ONLY HIALFAti GARDENS,FL 33016 DIOX3/4' TEKS s AT 12' oc w Tet.,(786)G21-670& Fax:(186)621-6708 WWW.t4ASABliUTTER.COM ANCHORS TYPE PRODUCT: ADJUSTABLE MOUNT EDGE CLEARANCE{EQ A, 3, C OR D 7k 5UPERNOVA INTO CONCRETE-4*(3000 f5l COXCRVQ SPACED AT 48'13C (WOOD 5G;0.55) X, INTOWOOD.2 1/2, APPLICABLE FOR ALL LOAD "MUCCI ALUMIWJM 1N20 METAL-2* CLEARANCE CONDITIONS FROM TABLE ACCORDION 5HUTTLK LARGE f SMALL rr'm IMPACTED RATED _(ED D EDGE .STANDARD LOCATION DISTANCE ALTERNATE LOCATION ANCHORS ANCHORS SPACED ENGINEERING: pN TABLE� SPACED (ED) 13N TABLE BELOW AS PER SECTION 0 AS PER SECTION G1 OnT ENGCO INC. DIST&M I /IB 5595 ORANGE DR,20 z DAVIE FL. 33314 NATE <ED) SECTION r T.I.,[9�A)585-0304 ALTERNATE DISTANCE 'Ar TRACT(MICT MOUNT CNGCO@AOI-COM SILL ONLY .0 DE F W1I C E Al ANCHORS DESIGNED Mrl<k 4P AS PER SECTioN r X, ON TABLE BELOW No.52609 ;0 s % STATE OF 0 R I _(ED) EDGE k.-PV DISTANCE MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON nm lje'Seat 1 SHEET I I FOR ANCHOR TYPE red-De f%guamdo-1'E 52609 MAXIMUM MAXIMUM ANC XORALE PRESSURE (r5F) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING. 162 —%132--� 1 109 1 94 1 An 1 162 13211013 Il 84 601 MIAMI DAVE APPROVAL: A IB C D- A,/I B IC _111, I AL 0 ...LC JD_j A ID -IC TD--]-A B C a—45 7 gG 6 21 26 33 46 3 80 20 36 43 129 ! 51 --L- 22 1-- 1 1 23 27 60 35 35 1 L. 23 8 3 4 62 SECTION G 8 ? 20 1 ED 1 3�. 41 iii W 1 il 50 130:11;±�4 §4K 132 138 7 B 33 90 $3 53 a 34 42 51 66 92- 73 86 151 6 38 132 132 1 56 '§�7_ j39 a 1�1 15 1 102 120 71 J0— -6——40 56 68 Be 123 4 40 40 139 139 1 62 62 48 OR - - 93 159 59 109 124176 179 1 153 160 l06 105 4 40 59 72 93 130 -41 a 34 15 23 -- 25 4 51 31 55 66 40 6 93 SECTjAO�S 3 40 120 1 7 46 15=6 25 34 7 69 30 Z2 88 39 1-53 1 1021 4 -7-4 -IP-- 40 _gik 7 127 40 '�& log Gi L F 6 7 58 179 1 )531160 al 'I 11 8 40 Q 93 0 T7 50 815 193 45 6 49 62 -6- 6 93 9 j59 He 124 li� 77 IU61 1601160 Q8 6 40 LUL 16Q- 40 4 62 7�- 1.93 _a L;�A_160 4 _±O 62 62 _93 193 90 93 124 124 116 1IR41 1601160 160_160 _4 40 62 93 124 160 DATE:1012G/2017 SCALE:NA DESIGN BY.PPMF SHEET DRAWING 6 or 13 17-GGG A55DCIATION: TYPICAL HORIZONTAL JA B AND CORNER SECTIONS J lel�T . A . S . A UPTIONAL NATIONAL APPROVED 5HUTTEP SEALANT ASSOCIATION L.L.C.- MIN. (3) ANCHORS ANCHORAGE TO WALL C=JA TYPE A, B, C ORD 8717 NW 1 17 57,5TC-I IS NOT NECESSARY 4' FROMS ENDS SECTION J I IIIALEAII GARDENS,FL 33018 AND ONE AT MIDDLE JAMB CL05URE Tcl.:(786)G21-6706 INSET MOUNT Fax:(786)621-6708 WWW.NASASHUTTER.COM AND SOS IA = TOP AND XI SDH Dl�aflll PRADUcT: 9,9A TRACKS IA SUPERNOVA - EXTRUDED ALUMINUM LARGE 4 MALL . IMFACTCD RATED j � y L=T JJ ^ ,L t� � L'NGINCCRING: TDP 6 BOTTOM TRACKS ENGCO INC. G61)6 5595 ORANGE DR.201 DAV1C, PL. 33314 Tel.:(954)585-0304 - 1 CNGCO@AOL.COM lD N��NNppb+••••�• E ANCHORS TYPE 4`No.52609 n A, B, C OR D �0 SPACED AT 24'OC l ED) EDGE 4 4%. s ATE OF It DISTANCE v �0DRIQPEo. a5ECTION J2 • •,t, JAMB CL05URL' NA r BUILT-OUT MOUNT ...'..N 21 OR I 111OX3/4' SS SMS OR Engineer Seal 3/16' POP RIVETS - Pedro De Ng—do-P➢52609 M IA SPACED AT 24'OC SECTION J3 CORNER CL05URE MIAMI DADS MIROVAL• AL A tam N DATE:1 0/2 6120 1 7 i 5CALE,NA 7 DR 7A DESIGN BY:PPMP I 1 <l9) PUSH DUTTUN LUCK l8 1D (IDEATED ON ACCURDION INTERIDR OR EXTERIOR SIDE srleET DRAWING#: 7 OP 13 17-666 ASSOCIATION, TYPICAL HORIZONTAL 5ECTION5 A HD LO �TCK 5ECTION5 L 1 V r A .S r ,A NATIONAL APPROVED 5MUTTER A550CIATION LLC, 8717 NW 1 17 5T,STE I MIALFALI GARDENS,FL 33018 NOTE:5MUTTER CAN BE LOG' PROM Tel.:(786)621-6706 INSIDE OR OUTSIDE BY PLACING LOCK a $(� Fax,(786)621-6700 IN51DE OP,OUT5IDE A5 REQUIRED. J SECTION L WWWNA5A5MUTTER.COLd 1- LOCK BLME SECTION H w CLOSE POSITION PRODUCT: WWW — SUPERNOVA N EXTRUDED ALUMINUM t ACCORDION SHUTTERLL LAP.GC SMALL IMPACTED RATED ENGINEERING, N - ENGCO INC. U0116 1 I t$ 5595 ORANGE DR.201 IB DAVIE. FL. 33314 8A Tel.;(954)585-0304 g B CNGCOOAOLCOM E'g rrprurauyyrr �,�•M DE F/1' COMMERCIAL MORTISE LOCK U/ 49� ENSF`c�'�cq- EXTERIOR KEY OR THUMB TURN °I AND INSIDE THUMB TURN ) No.52609 0° ANCHORS TYPE i INSTALLED ON SHAPE 8 A, B, C OR SPACED AT 24'OC Q *-4R OF )42�z ALTERNATE SECTION L I D 5ECTION L LOCK B1ADE WITM y1�c.LOCK BLADE SECTION STARTER BLADE SECTION IA ��G��•OPEN POSITION DI¢QaII „ . `17 r Sol 1. Pcdro Oe Pigucredo-PE 52609 MIAMI DADE APPROVAL, © RA-/ I BA / .B I BJ COMMERCIAL MORTISE LOCK V/ DATE: 10,'?.612017 SCALE:NA EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMP AND INSIDE THUMB TURN L COMMERCIAL MORTISE LOCK W/ ( INSTALLED ON SHAPE 8 IBEXTERIOR KEY OR THUMB TURN tD AND INSIDE THUMB TURN 5MEET DRAWING rt: INSTALLED ON SHAPE 8 8 OF 13 17-666 I I I I A55OCIAPON: TYPICAL HORIZONTAL UNIMATE LOCK SECTIONS M N . A . S . A N7A PINS APPLICABLE NATIONALAPPROVCD SHUTTER OPEN POSLTIOtI E STACY, ASSOCIATION LL.C. III} 8717 NW 1 17 5T,5TE i 7A HIALEAH.GARDENS.FL 33018 , m Tel.:(786)621-6706 Fix:p8G)621-6708 NOTE:SHUTTER CAN BE Loam FROM WWW,NA5ASHUTTER.COM INSIDE OR OUTSIDE BY PLACING LOCKSECTION PRODUCT: INSIDE OR:OUTSIDE A5 REQUIRED. o r(/tCL. LADEe staION JN 5ero5rc SUPERNOVA aa, EIRRUDED ALUMINUM H w ACCORDION.SHUTTER LARGE 1 SMAIL IMPACTED RATED ENGINEERING: 7 OR 7A 7 OR 7A ENGCO INC, uellc 7 OR 7A 5595 ORANGE OR,201 I DAVIE. PL. 33314 IBJ 1/4-20X3/4'THUNB SCREW TcENGCO@AOL.COM4 LOCATED ON ACCORDION INTERIOR LIR EXTERIOR SIDE ,rrrnrrrrry DRILL AND TAP OPPOSITE 174X1 172 PULL PIN Arr �.. 6� 3� BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE �r� DE p/ (19) PUSH BUTTON LOCK LOCATED ON ACCORDIONa� `+ Q IVERIOR-RR-EXTERIOR SIDE NO, 552609 ALTERNATE5LCTION MI LOCK BLADE WITH ST TE OF /o-4- 'r SECTION M STARTER OLADL`SECTION y�0 p 4c, LOCK BLADE 9EC110N OPEN POSITION s /0 AL A�,9 ANCHORS TYPE �'� ........ rrrrr L'1 A, B, C OR D �0 111 7 OR 7A SPACED AT 24'OC - Cng�neu Seal Pedro De ngae,redo-PE 52603 7 OR 7A IA _ LB6fDER1�l . MIAMI DADE APPROVAL: N Ir 7 OR 7A 1 IB PUSII BUTTON LOCK 7 OR 7A LGCATED ON.ACCORDION INTERIOR OREXTERIOR SLDE vrere: 1 oiz62o n SCALE:NA 1 1 DE51GN BY:PPMF IB I IB SHEET DRAWING A: 9 OF 13 17-666 A55OCIATTON, TYPICAL HORIZONTAL 5ECTION5 pp STD LOCK 5ECTION5 N N . A . S . A NATIONAL APPROVED 5HUTTER ASSOCIATION L.L.C. 8717 NW 1 17 ST,STE I 'HIALEAH GARDENS,FL 33018 NOTE:5HUTTER CAN BE LOCKED FROM Tel.rp86)G21-6706 IN51DC OR OUTSIDE BY PLACING IOGK Fax:(786)621-6708 INSIDE OR OUTSIDE AS REQUIRED. 5[CTION N VAM.NA5A5tiu TTER.COM y a LOCK GLADE SECTION rn.0.,W CLOSE POSITION PRODUCT: SUPERNOVA a H WRUOED AWMINUM ACCOROION SHUMP, LARGE t SMALL IMPACTED RATED ENGINEERING: N' ENGCO INC. �Ao le 1 )B 5595 ORANGE DR.201 IH DAVIE,.PL. 33314 22A _ Tel.:1954)585-0304 ENGCO@AOLCOM 22 6� rrNpurnw•ia. 228 DE :�*l No, 52 609N ANCHORS TYPE o A, B, C ORD 0 STATE OF r4 t SPACED AT 24'11CSE CTION N ALTERNATE N I °Fs,F, p WR L o LOCK BLADP WIT" G�r' LOCK BLADE SECTION STARTER BLADE SECTION OPEN POSRION LA Mgt ��•• rrrrrru 1 3 2.15 Engineer 5=1 �•! PedFro De smmdo-PE 52609 �• MIAMI DARE AFFROVA4 • N r 22A 22 L ` I D-� 22A-/ 22D DATE; 1012612017 22 _ 5CALE:NA DESIGN BY:PPMP 1 1 18 !B 511EET DRAWING k: 10 OP 13' 17-666 TYPICAL BLADE ASSEMBLY ASSOCIATION, BILL OF MATERIALS N . A . S . A l3 (- . ITT4 DE5CRIPTION MnmR1nL MANUr CTURER NATIONAL APPROVED SHUTTER L2 I3A IA STARTER'0LAD0 Tr 6063-T6 ALUMINUM N.A.5A BLAVE INV ASSOCIATION L.L.C. l6 0.19 N.hS.A: OPTIIHLL I D COMP05RC DIAD[ 6063-TG L(XAN 871:7 NW 117 5T,5TE 1 14 1 C FLOATING STACK BIADC GOG3-TG ALUMINUM N.A.S.A. HIALEAN GARDEN5,'FL 33018 20 2 CMUNG TRACK GO63-TG ALUMINUM WA.3f� Tel.:(78G)G21-G70G 16 / g 3 V/I/2'WALL MOUNT TRACK GOG3-T6 ALUMINUM N.A.S.A. Fax:(786)621-6708 14 1J 3A 2'WALL MOUNT TTACK GOG3-TG ALUMINUM 11hYV/.NASASNUTTER,COM I E A 'A'TRACK 6063-T6 ALUMINUM N.A.9.A. 5 RCC9 CK OG -T I M PRODUCT: ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A. GA .115A0..M ET 606,-TG ALUMINUM NA.5.A. SUPERNOVA HEADER I` 7 UNIMATE LOCK BV+DE W LP GOG3-TG ALUMINUM N.A.5.A, FJ(TRUOED ALUMINUM 7A UNIMATE LOCK BIADE 1 LP 6063-T6 ALUMI•VUM N.h5.A 0.14 8 HD PEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.SA. ACCORDION SHUTTER A HD MALE LOCK DU1DE GOG -TG ALUMINIUM .hS.A. LARGE 6 SMALL 13-AI OX3•HH 88 HO ADAPTOR TILLER 6063-TG ALUMINUM N.A.S.A. IMPACTED RATED BLADE SCREW 9 1'JAMS CLOSURE 6063-T6 ALUMINUM NASA. 410 STANIi.'S 510EL 9A 2'JAMB CLOSURE GOG3-T6 ALUMINUM 10 114 2X ANGLE 6063-T6 ALU ,NUM I I 1/8-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENNGINEERING: Q 19 12 WT1E LCAPJIIER PLA 'D STEE WAON N.A.S.A. ENGCO INC. r�ollc 13 '0I OX3'HH BLADE SCREW 410 5TAINEF55 STEEL N.A.S.A. $ILL g 13A d 10)(2-HI BLADE SCREW A I O STAINLESS STEEL N.".S.h 5595 ORANGE DR_?-01 14 0.44'DIAM.PLAT WASHER . 5TANLE555TUM N.A.S.A. DAVIE, FL. 33314 15 0.4G'0 X 0.93.1305HING NYLON N.A.S.A. TcLI(954)585.0304 1G 0.4G'0 X 0.65'WHEE1 0U9HING NOON N.h5.A, CNGCOOAOLCOM I 19 i'U3H-OUTTOM LOCK 14- IB 14 20 12k 3 8•WHEPl ACER NYLON N.AS.A. • �•orNrnnirrXX�r 15 16 21 1/IC-IX2 IX2.5 IYA.1.5X3A1GLF9 GOG3-TS IWIMINUM N.A.S,A. .• DE IDYL 0.I t 22 STD f EMALE LOCK BLnDE 6063-T6 lLLl1MINUM N.A.S,A, 'e•"'. � �E 13 I3A 13A-N 1 OX2'HH 22A STD MAIE LOCK BIAOC —t 6063-T6 ALUMINUM N.h9.A. ,� . j pLAVE SCREW 226 STD LOCK KYY1'CR GOG3-T6 ALUMINUM N.A.9,A. 41 O STAINLESS 9TFEl0.52609 a 4 m 0.39m o.4 m - —0� SATE OF FA £ 39P -a. 0.44 0.03 4,1�s F O R%*�''fU,�� ` d a — s� NAL @a•'�• IXranrnr••r�•'y v 14-0.03'X0.44'0 5TAINLE55 STEEL Iff-j rSa i d d T d PIAT WASHER Pedro De hgue,reJo-I'E 52CtW j I� ANCHOR SCHEDULE I 0.50 I G-.4C 0 X.GS' 15-100X.93- DESCRIPTION EMB bAOE APPROVA!: I NYLON WHEEL DUNNING WILON OU511ING EMB E.D. A 14' IT TAPCON INTO 3000 PSI CONCRETE 1.75 3. 20-vz•0 X 0.3c• 14•ELCO UL1ftAGON INTO 2700 PSL CONCRETE 1.75 2 ITAON WHEEL SPACER AI I 'ITW IARCON O CONCRETE 0LOGIC 1.25 14•ELCO ULT CON INTO CONCRETE 12 2.5 B 14-20X1 ALL POINT5'50UD-SET INTO 3-0151 CONCRETE 0.875 j _D __J4OX1 ALL.POINT5 5000-5LT INTO�CO.t�'CRLTE BLOCK_ .875 .O 1 - ) I s1.00 i STAMPED 551MIn D 114'-14 5ELP DRILLING SCREWS INTO I B'STEEL OF ALUMINUM -- 0.75 ! STAMPED 93 Wrtn E I/4'CRETE-PLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 0", NYLON vnllxls /4•CRETE-ILEI 554 INTO CONCRETE BLOCK(2000 Pop 1.25 30 DATE:10/26/2017 HaM31 ED;1DG::IIt5TAM2 SNALL CC 11_tOND WALL ORf-SWUr SCALE:NA O-It):GLKD41171f 9NALLCG DE'DND'NNI ORBSIt6 DESIGN BY.PPMF m 111'TAFC(Xk 1/4-cmr.ROL.I4 VAM 5..RCW5 GUI M U9 IN rXrL R M IK'UIG 5UxW5 d �1.2a-•1 SHEET DRAWING p: I I OP 13 17-GGG 511UTTE2'COMPONENT5 A550CAnON: 1.56 N-.--' 3.92 . 1 1 . S . 1 1 ---4.54 4 ee� 3.23 a96 NATIONAL APPROVED ShUTTEZ 4.08 c c 1.24 1.99 p sl `�� ASSOCIATION I.A.C.` o n g 0.97 cud o �- 1 d tn 8717 NW 1 17 5T,5TE I o 23 3 21- - �' I d d HIALEAH GARDENS.FL 33018 1.58 Tel.:(78G)G21-6706 1 B-COMPOSITE •p4� 1. IO` BLAD -f._ �' ALUMINUM/LUAN BLADE 0.05'ACCORDJ Fax:(786)G2 I-6709 d"� r "ry' LEXAN POLYCAi00NATE APPROVED 7A-UMMATE W/LP "AV.NA5A5NUiTER.COM I A9 YCK NOA 13-07f7,01 7-UNLMATE W/O IP / LOCKING OLADn5 0.41 AL 102U LOCTJNG BLADC5 PRODUCT: ]A-STAP,TEit BLADE C.sl SUPERNOVA I.o3----4 -1.77 •51 .n a m C� EXTRUDED ALUMINUM 4.61 I 1.56 .: d d ACCORDION SHUTTER m0 O j T' IMPACTED RArt'D dT 0.86 _�� y�J =- 2= $ o m 4 jT 171 o �; .. 65-ADAPTOR P2LEK I C-0.05'TLOATING STACK BLAOC USC VdTH 8 AND 8A 0.07 c -L.,N ^1 i ___1 99 ENGINtP-FJNC,: 2-IN9ET TRACK W./RG �CPTIMAL d 3.00 ENGCO INC. HEAOER I MILL MOUNT i 1' -0,64- 5595 ORANGE DR.20 0.13- Q.08 6A-MALL N6 0.60 DAVIE. FL. 33314 2-I-INSET TRACK W/O RG 0.08 TL;(954)585-0304 H"_AOCR 1511.MOU14T B-rCMALE no LTX.gNG FdAP.f. ALl[RWTE CAU( LOCKNG OWDC - CNGCO@)AOECOM mn RaTB3L. NNN,I5rE r6 T- ^ 3.83 y TRACKS 3, 1 t 5-RECE95ED TRACK 3A Axn 341 SILL MCUNT ONLY _t a tp 161 d -B.co z el _I_____._. •• �,+ C ENg d + U.ID -�T T a a °a t No.52609 1 2.83 d 0.86 n 2.41 _ T 4 --{a ry a1 d S ATE OF0.61 0 tty d o.07 L a S6 I --L 3A•z• uvrta AL o a �BnIL JAMD CLOSURE o =ti',S`s �q���•� If BUILn-our TT2AL1; � , oNA1. 0,66 HEADER/SILL MOJNT a ... - d •� 1.0 rn_b=r1L 3A 1-2'BO TW.CI:IVA7 OR ''II 22B•LOCK KEEPER INS!0.61- ?AIN GUARD(RG) 22•TEMAIP 5TD 2PA•MAZY 5TD tT 9JRE R0 UXTJNG DLAOE LOCKINC OLADC N Cng:neer Seal 3•I'!/}'BUILT-0UT"TRACK MiILNAI. d Fc D.6,3-edo-PE 52609 t WADER)51LL MOUNT D. 1250 25 MIAMI DAOE APPROVAL: 3.1.1-1/1('L70 rRACK''&)S3 �.I I� I__ eA•2')AMO GL05UI'L 2.07 09 RAIN GUARD(RG) J10 `-_'-1.91-TF�..' T 0.06 L N Zk 1 6 qq n m m d sr i1 21-I/IV THICK ANGLP5 0.61 Qq ci o o o o o - ?, 6063-T5 ALUMINUM A1i0Y -I ---�- d 0,83 N 6 N Ui SIDt CLO5UP.E U5C ONLY 2.fir 0.77 A' o d p 07 .00.07 -3.36 DATE: 10/26/2017 d 2.23 SCALE,NA T GA-AWLISTABL".MAZE - DE51GN BY,FPMF 0.95 �--1.13--�-1.29 G-AiiJU5TABLE ItMALL HEADER/SILL MOUNT �•---2.0--� 2.0-- 'tADtFJ 51LL MOUtiT 4-W TRACK i 1-118'THICK MlGLES I D.il•1•THICK ANGLES I-1' DR 1.5'-� SIi EET DRAWING!}: 5d1 MOUNT ONLY 12 OF 13 1 7-666 _DG3-f6 AWMINl1M AI10Y 6063.76 ALUMINUM ALLOY i A550CAPON: 5ECTIONX N . A . S . A TRACE 2 OR 2A IN5ET MOUNT SECURED TO AN ALUMINUM PLATE NATIONAL APPROVED SHUTTER BETWEEII WOOD TRU55E9 A550CIATION LLC. 8717 NW 1 17 5T,STE I MAIEAII GARDEN5.FL 33018 Tel.:(766)621-6706 0.63 0.62 Fax:(786)621-6708 1.25 L.25-^--1.25 5.00 t1^JAl7.NlSASHUTTER.CAM N (4 PER RAFTER) --(- m PRODUCT? 1/4'X 2 1/4 FH TAPCDNS I SUPERNOVA WITH 2' MINIMUM I/4'XS'GO53-T6 ALUMINUM PLATE PENETRATION INTO WOOD CXlRUDCD ALUMINUM _ ACCORDION 5HUTTER LARGE F SMALL ��5.oo� IMrACTEv RATED I)jm�: 1/4' X5' OR 1/B-X5' 6063-T6 d� m 2,2A ALUMINUM PLATE SECURED TO ENGINEERING: _ RAPIERS AT MAXIMUM 24' OC JU.TERNATETOPLATE ENGCO INC. SEE TABL=E BELOW FOR SHUTTER uauc w rxn SPAN & PRESSURE 114'X2 JC5'6063-T6 ALUMINUM ANGLE N 5565 ORANGE D2.201 s OA111 PL. 33314 w 1/4'-',4X 2' SELF DRILLING SCREWS - Tel.:!954)585-0309 w9 z SEE SHEET 5 MOUNT TYPE D ENGCO@AOLCOM 7y ANCHOR TYPE D FOR ANCHOR SPACING 'dM.............,� U75.00� No.526090 e i STATE OF 0 I/8'X5'6063 T6 ALUMINUM PLATE ��. A ORI ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE-5 FOR SECTION X W1R1 114'ALUMINUM PLATE POR SECTION X.IVTTH I/8'ALUMINUM PLATEI ' NAL, BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE5IGNED II� 5.00 SPAN PRE55URC P5F SPAN PRESSURE P5 ni l A (0I7� }� 1 BLADE I BLADE 113 IN BLADE I BLADE:113 —T �T GO ±159 ±159 GO "9 ±99 C3 1 I Pd:o v.g +o-PC 52609 72 ±1 32 ±132 72 t62 t82 ALTERNATE TO PLATO o 84 ±113 ±113 84 X71 ±71 I/8'X2'X5.6OG3-T6 ALUMINUM ANGLE 90 ±I06 ±106 90 t66 tGG r1 MIMA oADe APPROVAL: 108 t 88 t 88 108 ±55 t55 126 t 68 t 68 12G ±47 ±47 132 62 ± 61 132 +45 +45 144 +48 -52 +45-47 144 ±4 I ±4 I 162 I+30,-40 +28.-33 162 ±30 +28,-30 NOTC, I-LNEAR NTCRPOIATION 15 ALIOWABIE BETWEEN BLADE SPAN SIZES DATE: 10/26/2017 SCALE:NA DESIGN BY:PPMF SHEET DRAWING fi: 13 OF 13 17.666