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HomeMy WebLinkAboutProduct Approval • ' Florida.Building Code Online Page 1 of 2 .., n i n= =- _ �_—, Has Home Log in User Registration Hot Topics ' Submit Surcharge Stets&Fads Publications FBC Staff i BCS Site Nap Lima Saudi du di acr:H:---me;Product Approval USER:Pu6Rc User RECEIVED Prcd4Y.Approval Menp>Product or Aooiloatlen Search>Aoof'v5an UsI 3— 'on Deal .-_.� :,— OCT ® 1 1018 a..• . ap 6893-R3 �""=-' - PermittingD notion Type shoo epartmerit Code Version 2017 St. Lucie County 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/Email 8717 NW 117 Street Suite 1 \ Miami Garden,FL 33018 (786)621-6706 paloucics@gmail.com Authorized Signature Peter Loucks paloucks@gmail.com .� Technical Representative Address/Phone/Email 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. 4 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) StillidnE4 Yame 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 Eoutv ASTM E1996-03 Eouivalencv Letter to ASTM E996- 05.odf Florida Building Code Online Page 2 of2 Product Approval Method Method 1 Option A Date Submitted 01/05/2018 Date Validated 01/08/2018 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 FL16893 R3 C CAC NAMI CERTIFICATE NI013919.01.odf Approved for use outside HVHZ:Yes Qu urance Contract Expi _• •ate Impact Resistant:Yes 2/31/ ' Design Pressure:+160/-160 • �7)lation Instructions Other:PRODUCT TO BE MANUFACTURED,DESIGNS), • = FL16893 R3 II DWG 17-666.odf INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By:National Accreditation&M•r-•- -ntInstitute a Evaluation Reports Created by Independent Third Party: 6adc Next Contact Us::2601 Blair Stone Road.Tallahassee Pt.32344$Fhone:850-467-1824 The State of Florida is an APO employer.Coovrtaht 2007-2013 Stute_rf Florida,::PrivaN Statement::psCessibenv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e•ma0 address released In response to a public-records request,do not send electronic mail to Plots enbly.Instead,contact the office by phone or by traditional mall If you have any questions,please mated 850.467.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address H they have one.The emacs provided may be used for areal communimtion 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 con be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please dick hest;, Product Approval Accepts: - Credit Card Safe • Y, • ji r7 ......„...„,........_---„, , . i \ ASSOCIATION: _ SUF1KNOVA N . A . S . A EXTRUDED ALUMINUM ACCORDION SHUTTER NATIONSOCIATIIONLLCU LARGE MISSILE IMPACT RESISTANT 8717 NW 117 ST,STE I • HIALEAt1 GARDENS,FL 33018 Tel.:(786)621-6706 Pat(786)621-G70D t' GENERAL NOTES: FLORIDA BUILDING CODE 20 17-t IVliz-6C DI HON WWW,NASASHUTTER.COM PRODUCT: d::. 1--DEFINITION:THIS PRODUCT IS AN ACCORDION'TYPE SHUTTER;DESIGNED,CONSTRUCTED AND ' - ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION PROM HURRICANE FORCE WINDS SUPERNOVA AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL ACCORDION SHUTTER LARGE 4 SMALL 2-CODE:THIS PRODUCT HAS SEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(HVITZ)OF THE 2017 FLORIDA BUILDING CODE-6TH EDITION. 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ; THE FOLLOWING: ENGINEERING: • •ENGCO INC. crag Ic 'M.A.S,A-HIALEAH GARDENS-FLORIDA TABLE OF CONTENTS: 5595 ORANGE DR,201 SUPERNOVADCTRUDEDALUMINUMACCORDIONSHUTTER. DAVIE, FL. 33314 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' Tel::1954)585.0304 I SHEET DESCRIPTION ENGCO5AOLCOM 4-LOADS:DESIGNED LOAD CALCULATED BASED ON TIME ASCE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OP CONTENTS.GENERAL NOTES,(USER INSTRUCTIONS 'gp0..►np +r PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE T g. UE F7."44,\.. °?; USED, 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE I.I A AND GLASS y�C 8Ny `i SEPARATION TABLE 2 f:41,,b F S-MATERIAL:AU.EXTRUDED AWMINUM SHAPES SHALL BE MAGE OP 6063-TG OR AS NOTED. F, �0 ii.;:. 3 TYPICAL SECTIONS A,BI,52.53,B4 WITH ANCHORAGE TABLES NO.52809 6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE A5 9PECIPIED IN THE CURRENT SET OP * * * >: DRAWINGS.INSTALLATION AND LOADS AS PERTH'S APPROVAL 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES . 3T•TE OP 441 a' 7-USE:IT SHALL BE THE RESPONSIBILITY OP THF.CONTRACTOR,ARCHITECT OR ENGINEER or RECORD 5 TYPICAL SECTIONS 0,2 4 GH WITH ANCHORAGE TABLES �°'V' ,7,:r• 4 '1T T 0:" ��4' TO VERIFY THE FOLLOWING: 1,2-,90' A no 7.I-THE STABILITY OP THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS P.G 4 I WITH ANCHORAGE TABLES �"-"... ...... t �4� ANCHORAGE. k 1 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 • JAMB AND CORNER SECTIONS'P �� X9.1, ':il ___ i,'.° REQUIREMENTS,DESIGNED PRESSURES LTC. • 8 LOCK MALE 4 FEMALE SECTIONS V Engineer.Sed 7.3-THAT THIS APPROVAL:S ADEQUATE TO THE SPECIFIC PROJECT. Petro Da Figoenedo-PE 32609 ;'t. 8-33 11396 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS IM' MIAMI DADS APPROVAL: FORTHI9 PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH I.6 LOAD DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. , 10 STANDARD LOCK SECTIONS W' I I BILL OP MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. i;;; USER INSTRUCTIONS: 12 COMPONENTS ;`:. I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURED AS PER ITEM 4 OP GENERAL NOTES, 19 SECTION'X'DETAILS 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A. DATE:10/26/20 17 3-VERIFY GLASS SEPARATION ON TABLE 2 II'APPUCABLE. SCALE:NA DESIGN BY:PPMP 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED A5 PER SHEETS 3,4,5 4 6.SECTIONS ARE INTERCHANGEABLE. . • i`'- 5-THE LOWEST PRESSURE PROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN SHEET DRAWING q:. {t: PRESSURE FROM GENERAL NOTES 4 I of 19 17.666 . t • • • • A990CIA110th • r N . A . S . A • TABLE I TABLE I A INTewoR/CMEwo 6B �. NATIONAL APPROVED SHUTTER • MAXIMUM WAD f I BLADE MAXIMUM ALLOWABLE #1 e#10 BLADES A550CIATION L.L.C. ' SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSURE L� 100.1 I • 8717 NW 117 5T,STC I • BLADE SPAN PRE55URE(PSP) BLADE SPAN PRESSURE(POP) AU.ALUMINUM BLADES HIALEAN GRR0CN1,PL 93018 INCHES P05 NEG INCHES P05 NEG _�, L • 1� TeLEAII )621-6706• i 60 60 160 60 6D 60 IN1EwoR/ •txrewoR Pawl(70G)621-6708 66 58 144 G6 58 58 VAVW.NASAONUTTER.COM 72 44 •144 72 44 _ 44 78 38 .133 78 83 33 . • PRODUCT:. ,7_ 84 24 124 84 24 24, T8(TEROR 90 16 I16 90 16 16 68SUPERNOVA 96 08 108 96 08 O$ 1 • 1 1 COMBINATION X00' ALUMINUM/LEXAN BLADES • EXTRUDED ALUMINUM _104 00 100 04 00 00 MAIM CAW BE AIMAHCED IN MAIN ACCORDION SHUTTER 108 93 93 08 93 93 COAIBINANNe OAS PEW= LARGO 3 SMALL -I 14 83 89 14 83 83 113 IA, • IMPACTED RATED 20 75 75 20 75 75 INTERIOR/ODERIOR 2G 68 6B 26 68 68 32 62 62 32 6I 6I ENGINEERING'38 57 57 30 53 554h •48• 52 ••••• INTERIOR/EXTEwoR 44 45 47 L»N\7C� INC.C0.. 50 41 48 50 38 42 1B 1B LA^\ 5395 ORANGE DR.20I 62 30 40 62 28 33 ` OVlE• PL. 99914 • Tel.:(954)580.0304 ALL LEXAN BLADES L,(954)) M l•ACO ON OMIT=BIADC STAN mo1123rOR NI CONDITIONS • 15 2.TIICeUAe.DESIGN MND LOAD ver) 19 1 B 9.WEAR DDRCIU`OIATION 13 A,OC,rADIC EOR DCNICN YAND LOADS AND MAIM SrNI amigo) INTERIOR/EXTERIOR p11"""+ ~Ay,_ .s 4•USDTAME IAMICNONEORNOAG TM ID IIISOC IS USW +•+ �,DE F/ q 5 aADD arueAemnnTAUAnaxnAlunxoroRAUMaIDeoeaxomDND• --` • �•,TQD,�xi"CRAB �. F �„ TABLE 2 pt 2 No.52609 a MINIMUM SHLRTERSEPARATION PROM GLAZING * * *i (lcATl0iiIiIIN TYPICAL CR055 SECTION !.b Z{ STATE OP A,II,C,D,E,CH' --D � �r • TOP TRACK GLAZING SEPARATION (INCHES) 0 F�0 L0+I, `�44 S's, "�a�y2fr .l,11.11-11BLADE"TYPE DIVE SPAN �.,,, NA ++P c. II��III' <."60' <,.104" <�L62' ' "" 1 i.'. 1�1 I- _ ALUMINUM 2' 23/4' 3.1 25" ‘0‘-2/A1 ;•• ..�� o wv All ELEVATIONS engineer 83DI K arAenDl— Pedro De l umredo-PE 52609 c, a q -I LEMAN 3' 8" 31 h �j—{L (, N i ; 171 a <a90'ELEVATION MIAMI DAVE APPROVAL, aLl :>' Lam' + :1 .:._J I - LEXAN • 2 I/8' 3' 3' ' o. H Gq ". >30'ELEVATION L;. ,y. �ry�y NOTES, I I' I.BCrMAnoNrmOM GOMM MOS SMALL NC MEAoUACDr*oM ?. '1 • I 2.GIAS5 nominal/1D Mfl NCADIoNCR'rARm l T HZ((AR ANDAl1D' !..4I. I I ISI ILL. _ C..--1.111.A21110 MtAM1AAUC COMM). +:. I I 9.MIEN NNUrTD:b AS9GMNLEO DM eon:Ivre Of BIADCS WIC • I _ LARGEST COOS 9CAAATION SR%APPLY. • l PATE: 10/26/2017 A,8,B1,82,83,84 BOTTOM TRACK OCALE1 NA • C,D,E,F,C,I,OH DESIGN BY:PPM? • SHUTTER WIDTH (SW) NO LIMITATION SHEET DRAWING M: 2 or 13 17-666 f • • _ • TYPICAL SECTIONS A.D I. D2, 63,64 • A95pCIATIONt AND ANCNORSCHP_DULE - 1 1/t0 I/4-14X1• GR5 SDS ORs. 410X3/4' 7EKS N • A • S • .A 2 SECTION A I/4-20%1/2' HHMS W/NUT aJ AT 12. OC NATIONAL SHUTTER '1•' BUILT•OUT ON ANGLE SPACED AT 12•13Cp•'^ ASSOCIATION LLC. HEAONttNi901 )• y 16 OPTIONAL A .+ I 1 c ren ► JUST ADJUSTABLE 94 5717 NW 117 9T,5T!I 2,2A iLI:i]i ; • ,C-6 ADJUSTABLE TRACK HIALEAH GARDENS,PL 33016 t�• I ONREVERSE ANGLE Tela 6G)G21.670G •, II ID EMBED. I snow PaKli76G)G21-G708 I Xi L. 1,3.i!:,•I4 1. WWW.NA5A9MUTTCR.COM i± _.— III - fT ANCHORS DESIONED PRODUCT: a -, LI L4 5 ____ 6+ I, igw AS PER SECTION D4 a ANCHORS DESIGNED 6 I in. `-10 0, $_ UN TABLE BELOW SUPERNOVA ',` ?p ®$j AS PER SECTION A I� ; pp P.XIRIIPCDALUMINIIM F+ ON TABLE BELOW I 1.1 1/ID /1 B . ACCORDION StIUTFER 1/4-14X1' GR5 585 OR iI _a rvotura.,::r,:r:,;: Woe.SMALL,�.,'.•n''A 1/4-20X3/4 PHMS W/NUT SPACED AT S'OC - i)�— QED•-+I• IMPACTED RATED - .., 79 SECTION B I i i �Y2 H l/!q 'A TRAREVERSE r,ONANGLE '1' ENGINEEWNG, :'r RGVCR9E ANGLE M I(I SIU.ONLY — —� ENGC© INC. Gets. ''' I/1 H 9585 ORANGE OR.201 ANCHORS DESIGNED °vl SECTION 83 DAVIE. PL. 98314 ,,' �f i AS PER SECTIONW Dl W A02'• TENS Tal. (e94)98 COM ;y: .+ q tNtJ ll ON TABLE BELOW AT 12' OC ADJUSTABLE ON GNGCOCAOLCOM j" GG STD ANGLE :: W LTl ' I SILL ONLY `�. it 6 ANCHORS DESIGNED A(*" F/ 1/4-14X1 GR5 SDS OR 577. LZI mg AS PER SEGTION 83 410Egy� fp- 1/4-20X1/2 HHMS W/NUT Ill__ENDED . ON TADLE BELOW T(�j moi' SPACED AT 12'OC r l ' MR. No.52609 " ,CI -1 — I` GA o .,ic•rata;::sr' STATE OF AV/ a. �":i`h:<9' LO `j EMBED,•---I 0�,� �4 R��,,: `�� ,� .l g lad ANCHORS DESIGNED � t '4/o Al. 0 1/10 . giv AS PER SECTION B2 1/4-14X1• GR3 SDS OR '7; • u......IIION TABLE BELOW l/4-20X3/4' PHMS W/NUT t' IL,1 } 0 IDPTWNAL t' t3 SPACED AT 5'0C Lo`� {. / Engineer Neal . MAX. BLADE SPAN IN INCHES + Pedro Da P,guarodo-PE 52008 i :.:Yr- 1;f- 1 is _ - ?, SEE ANCHOR SCHEDULE ON MIAMI DADS MPROVAL j q 11 1-•--EMBED, • SHEET L1 FOR ANCIAR TYPE MAXIMUM ANCHORAGE PRESSURE(PSP) ,,. I 74-.---EMBED, BASED ON SPACING IN INCHES ON CENTER P• 9CC710N B2 ANCHORAGE SPACING � '�'= 1/4-14X1' GRE SDS ORTRACK1 — "�" ��! { 1/4-20X1/2' HHMS V/NUT }' 'A ON —5-14 � 1 SPACED AT 12'OC STD ANGLE 14 40 31 62 3B 93 4fi L 4 60 1 0 Eps 95 r:.., SIU.ONLY SECTIONS 12 40 36_ 62 44 93 54 160 7Q 160 99 �.,,,.. A,01,22 2 0 0 6 6 9 0 129 1 160 146 n MAX. BLADE SPAN IN INCHES B3,04 6 40 40 6 6• 93 3 • 124 160 160 ^",:c 4 40 40 62 ••2 93 '3 124-1E4 160 160 SEE ANCHOR SCHEDULE ON • °; SHEET ll FOR ANCHOR TYPE MAXIMUM A CH AGE PRE5SURE (PSI') BASED ON' SPACING—IN INCHES ON CENTER '?;` ANCHORAGE SPACING DATE' lN<26/2017 162 32 10B >34 60 SCALE,NA =O' • A A B Dl C D �� Al ' D1 CD 8 •1 C D ' A •1 B •1 C •D Al 81 C 8 DESIGN MI MAP Q.' � -- • •il71� fiP • ______]Fg4111W ->l •I 1 . 1iF IVESIOSC MIIIIT i EEMIII�7sil: Ell Dy SECT 4. -- 0 40 0 40 f :0 93 70 12 3 124 90 124 :9 -1 i 4 160 j26 160 12 _ • `: A,B 92 : •i ' o -o. ••I!1• 1 f f��" ,8 •3 93 1 • 124 12 2 0 '1 0 160 160'160 53, t Ii Ei• 1•�T=f 3 ..sa_ •e_ • 1 *f 3*f.[3t 1.0 160 16• 1.0 SHEET DRAWING/A • ; 4 40 40 40 40 40 40 6E' 62 62 62 62 62 , 93 79 93 93 _93 93 124 101 124 1 4 124 124 160 1 2 160 160 160 160 9 OP 13 I7-6GG 1. `:1. • '. ,. . ' . , •; • ,' . r ASSGOATIONI - . TYPICAL SECTIONS B AND C AND ANCHOR SCHEDULE . N . A. . S . A. NATIONAL APPROve0 SHUTTER ASSOCIATION LLC. . •,.• ANCHORS DESIGNED 8717 NW 117 ST,STE I A AS PER SECTION C •HIALEAH GARDENS.P1.33016 ON TABLE BELOW Tel.!(766)621-6706 . -I -I • . 3,3A v Fax!170s)621-67013 VAAW.NADASHUTTER.COM . • N MI 1 '.. if in . PROOLICT; * . cr I 1/111 cm) miimmillr tr. el .; - SUPERNOVA DURUM!ALUMINUM '!' • : ' ',' '• 16 ,.- - - ACCORDION SWIM ).... ii 1:64 1 OPTIMAL I . LARGE*SMALL •.,• ..,'., ANCHORS DESIGNED IMPACTED RATE° AS PER SECTION B Li z 1/1B • ,',v .4 2,BA tml , ] 11 1 114 ON TABLE BELOW z N SECTION C ,.. •••11.•=•••‘ mmiimmmoonimmmil ,f1 t. • WALL MOUNT WITh ENGINEERING, ',.; SECTION D I.'; .TRACK 3 OR SA HEADER OR SILL ENGC0 INC. ... BUILT-OUT ON V 0, 1/111 5995 ORANGE OR.201 :..' warm At:IGLC '7: 4 ENDED, DAVIE., PL. 39914 0. HPADERCRsiu. .; I .1.111 1"••••,0. Tel,.1954/939-0304 I PAGC049AOLCOM. 1----- t 1111 Iii ess°11774%. •,.•. 1/4-14X1' ORS SDS OR . 1/4-20X1/2' WINS V/NUT 4 3,3A e ris „.:. SPACED AT 5 .4.1) No.62609 t, ... s. mcir ANCHORS DESIGNED * * * AS PER SECTION C ' .0 Oc . I ON TABLE BELOW 11:0 341.116;dio;.. .0 . ,•i. . . • 67,1 AL tA;‘,.# MAX, BLADE SPAN IN INCHES A ........ SEE ANCHOR SCHEDULE ON v . V SHEET 11. FOR ANCHOR TYPE-\ \ 10[20(n . MAXIMUM ANCH • AG ' PR.E.SSURE ( ' F) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING % .. .. .r..r: :' 0.., 1 e eeer ea. . nimBl Al FI 131 C D .' :1 B BI C 0 kainnii: BI C 11 A Al 13 iii c D A AI B 311. C 0 Pedro Da rigualre.da-PC 92609 We': •0 -- 40 40 4' 40 t8! 18 62 49 - 4' ‘141.....1 .11i 86 GO El 60 104 29. 1111.77 104 77 145 '40 15 g 0 1 6 i 0{? SEC IONS 1.• P — ..Y.;--I .-10 '" 4 a • :1 6') 57 62. 57 67 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE NTRoVALA .. ' .0 Entrilir 2 32 62 62 6e - •3 , ., 93 8 93 ,86 124 51 124 111 124 111 160 71 160,156 160 155 :&0 IP 40 3 40 40 40 40 ,2 '3 _63 _62 _62 _6_2..,' 93 ' . %3 1_9 _ 2 93 124 _6,7 _124 J.24,i24__te4_160 ,9A 160 160-160 160 • 4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 *..: III . MAX. BLADE SPAN IN INCHES . SEE ANCHOR SCHEDULE ON • . . SHEET 11 FOR ANcHoR TYPE MAxIMUM ANCHORAGC per.5511RE(p5r) . BASED ON SPACING IN INCHES ON CENTER. • r''l ANCHORAGE SPACING P's 1.2 0 iv 108 13h .. 6 DATE' I 0/2642017 . !yt.5.•E El E _El E .El. E , E1 E El SCALE'NA 14 40 31 62 38 87 46,112 60 157 84 DESIGN BY SECTIONS1 12 40 3 _la 44 93 54 121 70 '160 98 B&0 8 40 40- 62 62 93 77 124 99 160 138 . 6 40 40 62 62 93 Be 124,113 160 158 ' 4 40 40 62 62 93 '04 124 108 160 L51 SHEET DRAWING'if ;,.;,•• ; 4 OF 13 I7-66G . . , - -`.7.••;',' , k • ;'2•'''• ..,, • . �A930CIATION: 4 ANCHORS DESIGNED TYPICAI.SECTIONS D. E*GH ANCHORS DESIGNED P /� AS PER SECTION D i� AND ANCHOR SCHEDULE AS PER SECTION GH 1 V N . A . (�LJ 1-1 ON TABLE BELOW ON TABLE BELOW NATIONAL APPROVED SHUTTER b"4' (EW EDGE (ED) EDGE ASSOCIATION L LC. DISTANCE n DISTANCE 8717 NW 117 8T,878 I a 1 eo— ri :i "' '•" - IIIAIPAH GARDENS,FL 38018 :.':'. ifaS6i�dSR190ahF}+ttCNR>`V nw' v/LEG �•1 TcI.:(786)621-6706 Pax:(786)621.6708 m 2,2A ( ��� TRIMMED I II i N WWW.NA3A9t1UTTCR,COM anirFr- #10X3/4' TEKS I en ii — SECTION D AT 12' oc t' /--711twn PRODUCT: 1 1��•I' • SUPERNOVA INSET MOUNT A (EO) EDGE _ """' TRACK 2A 'DISTANCE ♦♦♦ w HEADER OR 511.I. 2 1 EXTRUDED ALUMINUM I ro=-� ACCORDION SHUTTER 3, nII I 5ECTION 2 ` W - '... j LARGk 1:9MAU. j 1/1B L _-li .Y 5ECTION IN9LT MOUNT I. = g Ili' IMPACTED RATED I1; I HEAOERORSILL '. 4,,-I 11N91i N5324111.3M Ht4k`'�MLN. l!, S/4-14XPACED .03/4'•TEKS Ir.:, 2NGINEERING: +�� 1— SECTION OH ENGCO INC. eaoua t ANCHORS DESIGNED y "� - ADA15TAatk MOUNT 8595 ORANGE DR.201 `` • ro AS PER SECTION E H[AUER/StL DAVIE, PL, a8914 ' ''- ON TABLE BELOW - Teo,19541 555.0504 3,3A ENOCO®AOL.COM Al1/4-14X1' GR5 SDS OR ,w�xn�, .' 4Limir,„111 _-'1 1/4^20X1/2' HHHS V/NUT a��N� . pE F�4.� SPACED AT 12.00 0 i..r.. illl' 1I „., `�� No.52fi09 �� N t r I/1D pATE OF F - � Qp t. � ei MAX. BLADE SPAN IN INCHES i ljI or�'0 f' SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE (o'LG �� ,' MAXIMUM ANC OR E PRESSURE (PSP) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING Nngmparo. I6?ti 108 l34 60 162 122 108 84 60 Metro Da I7gumrulo.PE 52603 B C D O B C D ABC 8 B C 11 A D C D s EC EE E ,,:. 16 -- -7 3. -- 0 4 40 �p 24 43 52 25 21 60 72 36 43 16 28 34 4 53 74 MIAMI DARE APPRAVnI: 30. 6 21 y k�iit• 54 26 32 58 69 34 41 81 97 8 37 12 37 4 'S1 99 SECTIOIN D Jl 40 40 26 32 /1&_91[3.�cic;c• 67 80 40 48 86 103 51 61 .12145 71 86 8 40 62 83 106 149 `/ 6 40 40 33 40 •2 62 43 52 90 93 53 64 115 )24 68 82 16 160 95 115 6 40 62. 93. 124 160, '. 4 40. 40 40 40 62 62 62 62 93 93 79 93 124 11124 102 123_160 160 143_160 _4 40 62 93 124 160 r'jl '.; 11 -- 22 -- -- 22_ 26 -- -- 27 _32 20, -- _35,4 B 26 24 49 36 34 11 22 27 33 43 60 '•. 9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 52 73 SECTION E 8 _•E5 _38_,_ -- _32 56 .22_, 1___30._ 44 3/ 86 49 —�35 33 68 80 49 47 8 30 37 46 52.3.?_ 6 34 39 24' 23 ,, 43 40 ,30 28 50 59 ..36 35 65 J6 9.7 44 91 106 65 62 6 40 50 61 78 109 ''? 4 40 40 3G 35 62_62 45 42 76 89 55 52 _ 97 114 70 67 136 160 98 93 4 40 52 64 82 115 T• 12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 2P 41 48 30 28 _12 -- 22 27 35 49 ;2 9 2D. 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 DATE: 1 0/2612017 CALCrNA 'S1 SECTION GH 2 23 27 -- -- 28 33 21 19 _34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 74 5 S A 6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 56 6 37 45 55 71 99 GN BY:PPMP 4 40 40 34 31 56 _62 42 38_ 68 80_,51 47 88 103 65 60 123 144 91 84 - 4 38 47 57 74 103 SHEET DRAWING 0: i! 5 OF 13 17-666 sfi; Y•;. , • vi, 1 ' - ASSOCIATION, TYPICAL SECTIONS G.F AND I _ A AND ANCHOR SCHEDULE f N . A . S . .AL g — —� g -f t NATIONAL APPROVED SHUTTER • ASSOCIATION L.L.C. '`. 4 1/I8 w la RECC5SED MOUNT 87I7 NW I I7 ST,STD I SECTION I �. F y 110X3/4' TENS 51.4 ONLY HIALPAH GARDENS.PL 33018 Ta.r(78G)621-6706 Il 1101 AT 12' Dc Ina) _ --r., Poo(786) NASASHUTTER.COM _L__ 1.•• .i ^'tl4lS^.2 l 5:91 19 III�' � fi PRDDucr: r', L SECTION G • ANCHORS TYPE s. ADJUSIAB.P MOUNTEDGE CLEARANCE fEC) A, 8, CORD t'j91LLONLY "`_, SPACED AT 4B•OC sUPeRNO L �, y litill_ql INTO CONCRCTe•.A•(3000 P51 CUNCRETq i r: APPLICABLE FDR ALL LOAD ESTRUDED ALUMINUM Ni ,i INTO wouD.z I/2•(WOOD 56,0.53) I, (EC> EDGE ,, ACOON9nUITER�� INTO METAU2(=MCHLMORA9mIA%9tttL) I CL0N331l y..,, l ° �; CED) EDGE JIIIONSFRCHIABLI fN3t@!H' ll38Nf1aT"PSIILv.Tii43f .' DISTANCE ',, STANDARD LOCATION �t 2 .• ALTERNATE LOCATION • 3( ANCHORS SPACED ANCHORS SPACED ENGINEERING, AS PER SECTION G g AS PER SECTION GI ': ON TABLE BELOW CED) ON TABLE BELOW 1:NGC0 INC, CA0IIC F� ` LAI� ` S58S ORANGE DR 201 GlfiMlE i, y '' 1/1B DAVIE, PL. 33314 ALTERNATE <ED) I H `SECTION P Tel.,1904)585.0304 EDGE DISTANCE 'R TRACK INSET MOUNT P.NGCO(t9AOL.COM LTJ �) 51U.ONLY INNwr»iNi+ '`, rI,IIo"�„ DEF, �w► I f ig ANCHORS DESIGNED / + CEN •" I■� II II ON TABLE AS PER EBELOW ION F $8,R No.52609 -6A 1.iI -1!1,-, 4 ��..��\, * * �r .o �e , T!�o STATE OF ��,r3I ,,,., ., ,,'•.R 1124Ar4�31D5L)9HgRMIIAPABi. u.,. %% s'o� p 10�+ae``L`P ;:. .. -ale I' 1K'�_ 'W'o L -.0.° \il ?i'. y. F1 +NI moo- �r ?4 <ED) EDGE I12 gyp` DISTANCE MAX. BLAME SPAN IN INCHES I I,L„ Nn9,.,oer S I ,' SEE ANCHOR SCHEDULE ON Pedro De Roueiredo-PE 52609 s'•.; SHEET 11 FOR ANCHOR TYPE-1\ MAXIMUM ANC ORALE PRESSURE (PSP) BASED ON SPACING IN INCHES ON CENTER ' ANCHORAGE SPACING Ii 162 3 IIS 84 60 162 132 108 e4 64 MIAMI DADE APPROVAL, B C D -J • C ,D ADCD A D .0 D A___ D__C D _ 2.E E ii;• --- --• --' -- -- [,1i -. _ a -- -- ��!'�2:- _- q '27 -".-- 16 -- $1 26 33 46 12 -- 22 -- -- 23 27 -- 28 33. 20 20. 36 43 25 25 51 60 35 35 __12____25 �� 34 44 -62- SECTION 2 ?t SECTION 0 8 P�B 33 ' .20 3 24 4.2 '50 0 _29 54 64 3B 38 , 76 90 �53 8 $4q r42 51 66 92 z;. 6 ,38 40 26 1 2 56 67 39 39 73 86 51 50 _ 102 120 71 70 6 4Q-56 68 88 123 4 40 40' d 39 62 62' 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 140 59 72 93 130 '.':' 4 25 4 5 _3C 55 6• - 0 76 ^3 5 �- 35 43 53 68 5 11;•'." 1 (B 4' 0 __ . 161P8816 �� 4 57 69 10 41 _ 3_80 39 3 1.0 }23 54 74 _j2_ 40 58 7(Z 90 127 `I B40 40 � ' 6237 95. 93 45 62 109 2 58 79 X53 160 81 111 . _art 62 .93 121 163 01 F6 1t 6 40 40' 40 •0 62 '649 62_ 93 �3 60_B2 124 12_4 77 ,106. 1�0�6Q ICH 148 6 40 62 93 124 1 0 . 4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 DATE, I 0/2G/201 7 SCALE:NA tF'.' DESIGN 8YI PPMP SHEET DRAWING Nr ,y? . 6 or 13 17-GCE :' i r' A69oCIATiON; • TYPICAL HORIZONTAL ,. Jit AND CORNER SECTIONS J N . A . S . A. OPTIONAL NATIONAL APPROVED SHR. ASSOCIATION LLC.. • SECTION J TYPE+A,t 38,ANCHORSC R8717 NW i 17 sr,STE 1 ANCHORAGE TO SARL ,. IS NOT NECESSARY JAMB CLOSURE 4' PRAMS ENDS SECTION J I HIALEAH GARDENS,PL 39018 WALL MOON? AND ONE AT MIDDLE JAMB CLOSURE MI.:(786)GE I-6706 +: INSET MOUNT Pax;(7861621-6708 WWW.NASASHUTTER.COMp4 H))1 HUM I SDSl PRODUCT: to 9.94 TTOP RACKS i*BOTTOM 1K Tr- ." r...,40. I; IA / : SUPERNOVA fil , � M) ACCU(QUP�ON 9MuinCMP "�: • LARGE 4 SMALL lila, ,0,.., +?"\ Alia.' IMPACTED RATCP ";r ILT, 'insiiiivimmimow •, ENGINUtKIN+O;may �`< –TOP & BOTTOM TRACKS �NGCC7 INC. cAal;a 5586 ORANGE OR.201 '},-;. DAVID, PL, 38314 ci fell.'(964)585-0804 I ENGCO@JAOLCOM 00* DEP '�+' ,; ANCHORS TYPE '"c , A, D. CORD NO.52609a. I. A SPACER AT D4.00 * * i'• (ED) EDGE,., 1 v, 8 ATE OF �y ;; DISTANCE ' ca, ea. SECTION J2 ��`'P DR Mp� �t4r y..,,:•_.q ..IRtTG84� f3i'..r•,:• ,+ JAMB CLOSURE d� NAS C*gyp` ?`i> ;o coo-ow-mom' ..pug 'i 21 DR ( 10j2J.l%1 B10X3/4' SS SMS OR P °a'8 00116:"......",/'-'3/16. PAT RIVETS �f. radro Da Pi9uarado-PD 52609 :1:3.1 tSPACED AT 24'Q(.. 4 CORCNEROC OSUAE J �1MIAMI DADE APPROVAL; i ":3".–.„‘ ,c,. 4 ,..: .. . ,.. 1 ,,,,:,,, . , . ,,,,,...s.\„... „.,... .„,„ \ .., . ,,...,. ..„,,,, .,.. .‘ , . „, .. , , . , . /wprAtiim, ` ` \ \� PATE.10/2612017 p> ' L} JY SCALE;NA :';;s: 7 OR 7A DESIGN BY;PPMP M1;r: I 1 (19) PUSH BUTTON LUCK ID 18 LOCATED ON ACCORDION `,'-', INTERIOR OR EXTERIOR SIDE SHEET DRAWING P; `IP,,, 7 OP 18 17-666 IV:_ n .r gi 3''— • ASSOCIATION; _ •} TYPIC HD HORIZONTAL LOCK SECTIONS L IONS 1 V . A . S . A iZ. • NATIONAL APPROVED SHUTTER t". 1.ASSOCIATION L.L.C. 8717NIA/I175T,ST81 ;," NOTEI SHUTTER CAN BE LOCKED PROM i ,�, TeltHIAL(ti GARDENS,T').330)8 r ii Telt(786)621.6706' g, INSIDE OR OUTSIDE BY PLACING LOCK. Para{786)621-6705 `+, INSIDE OR OUTSIDE A5 REQUIRED. a a !r SECTION L WWW.NASASH-670 COM LOCK MADE SECTION +3 !g GT CLOSE POSITION PRODUCT: CCC333 d .�- SIJPERNOVA. 4` f l EXTRUDED 1LUMJNUM ; «+ ACCORDION SHUTTER ' LARGE 4 SMNJ. i, rn , --4_...4K, nt IMPACTED RATED "• ad.arr. _ ENGINEERING, ''? ENGCO INC • • i---- ctottc �. ( 1H ` 5595ORIWGEDR.201 ';+ IH OAVIE. PL. 33314 '1: -"44i _44g : � HA �..0 Tel,'19541 585-030 L'NGCO5AOLCOM 4 i COMMERCIAL MORTISE LOCK N/ iv, ,1-0-46.4.4% rt EXTERIOR KEY OR THUMB TURN oa„ AND INSIDE THUMB TURN * No.*2809 INSTALLED ON SHAPE 8 ANCHORS TYPE f.: At H, GOR D- SPACED AT R4'CC 111 ST T8 OF a 0 ALTERNATE SECTION LI .' SECTION LLOCK.DIME WITH a� I IO' w . iPp4 \,� ! tom BLAIA9COU ARTER.MADE SECTION IA ''��j AI. NI * OPEN POSITION -.”-MiEDIE U-* y � ~^ f }0,x`17 1._I Pedro Da Pigumro Io.PC 02609 '" �., '!I _ 'Citi; V f' -, j� MIAMI onne nrrROvnl, 110,:// i ` ✓� gra an :,, DA a ID • DATE; 10/?.6/s 017 .s,', COMMERCIAL MORTISE LOCK W/ SCALE%NA 4s rr�%�?�) C�'r\ EXTERIOR KEY OR THUMB TURN DESIGN Sri PPM(' fr' COMMERCIAL MORTISE LOCK w/ AND INSIDE THUMB TURN L i INSTALLED ON SHAPE B r, Ie EXTERIOR KEY OR THUMB TURN ID r , AND INSIDE THUMB TURN SHEET DRAWING dr INSTALLED ON SHAPE 8 80P 18 I7-666 =_'„* tJ' E 1 . % i • ASSOCIATION: TYPICAL HORIZONTAL A • : 'UNIMATE LOCK SECTIONS M N . A . S . A LOCKING PINS APPLICABLE „+ ((-44'' . ONLY AT OPEN POSITION NATIONAL APPROVED 5HUlTER • ;: JV .� TO SECURE STACK ASSOCIATION LL.C, 8717 NW 117 ST,5TE 1 .0 �� ♦ 7A HIALEAH GARDENS,FL 33010 ,' 61 , . . T I.r(78G)621-6706 I, Pax:(786)621.67Ob NOTE:SHUTTER CAN BE LOCKED PROM *� WWW,NA9A5HUTTER.COM INSIDE OR OUTSIDE BY PLACING LOCK N I � INSIDE OR OUTSIDE AS REQUIRED. 5 SECTION M LOCKBLMC9ECTION 1)---y1 � PRODUCT;. -__- -- - - 0;.-,, CLOSE POSITION 47A it-- ati SUPERNOVA $; EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL t4' IMPACTED RATED ^,; �P-, 7 r. .3' .w).... - il.-- . N- . .i7-'-" is lVv • 111/•�...��� \ �� , CNGINLRRINO, "� �� ♦ 7 OR 7A `�\ �, 7 OR 7A ENGCQ INC. ual:a `• • C��\ 7 OR 7A \ ‘ j,<., . \ 5599 ORANGE OR.201 �: / �1. \�, DAVIE, 1'1. 3931 d I D • • \ Tal.r('J94)589.O3O4 !/A-20%3/4•THUMD FCRF_Y ENGCO(IAOL•COM :^;i 1_•,j� N-._.+(�� LOCATED ON ACCORDION ,_„ ,�„ \-- « :- c INTERIOR OR EXTERIOR SIDE +..:� •�`✓•7 ' �r��������� ,17. • DRILL AND TAP OPPOSITE 1/4X1 I/O PULL PIN poi •v . 6a 3i • BLADE TO RECEIVE SCREW • INSIDE UR OUTSIDE ...N M' DE Fin,". :�' (IS) PUSH BUTTON LOCK - df, CITI F� '�.' LOCATED ON RIOR ACCORDION �4 No.52609 0° INTERIOR- TERIDR SIDE ) r; ALTERNATE SECTION M I * * * ' LOCK BLADE WITH 1 C'a� _SECTION M 'A ST TE OP (y Yl.. STARTER BLADE SECTION OPEN OOSITIONION �� �( R Q� ��• ...p OPEN ANCHORS TYPE I 7 OR 7A A, II, CORD 10 I ;' SPACED AT 2A•DC ,:; ��!�! J pI naw Senl 41.0!). rG�•.�, . _ Padro Da Plg:rade-PE SE6OD f,:. 7 OR 7A--,,s i I \ lA -. (01CBEN1-- MIAMIDME APPROVAL: ",. la i I yr ` \ \ I i;. �II imp : •7 OR 7A lll••.111 %�', • 4'. I I i L II a 1 LII LOCAPUSTED DUTTON LOCK 7 DR 7A t +• % LOCATED ON ACCORDION INTERIOR DR EXTERIOR SIDE %%;`. '' •', ll'l 1 `� DATE: I Ol26J2O 17 • ''' ,l l� l :1• C1 C1• C$ i . • . • SCALE.NA i 10 �-"_,1 g_..... 18 DESIGN Mt PPMF SHEET DRAWING#1 ,, B OF I S 17-GGG • i`;• i' ASSOCIATION' 1 TYPICAL hlOPJZONTAL SECTIONS , •• STD LOCKSECIONS N 1ASAr a, NATIONAL APPROVED SHUTTER ASSOCIATION L.L.C. 1. 8717 NW 117 ST,STE I HIALEAYI GARDENS,PL 33018 NOTE'SHUTTER CAN Be LOCKED PROM TM.,(786)621-6706 �i: INSIDE OR OUTSIDE BY PLACING LOCK SECTION N T&.{7$6}621-6708 z„ INSIDE OR OUTSIDE AS REQUIRED, cu LOCK BLADE SECTION WWW.NASASHUTTER.COM CLOSE POSITIONPROgUCf: t VI VI SUPERNOVA EXTRUDED ALUMINUM aACCORDION SHUTTER LARDSa SMALL `L. A r'1.-fb's.- IMPACTED RATED �,:'. r" ENGINEERING' 4; .. �„� L ENGCO INC. �s,,� ,, rill--- '11'7 L yNM 1 B 5598 ORANGE • DR.201 1B ` DAVIC,.PL. 899 14 I'`` r Tata 1954)589-0904 i��" ` ;' 22A Ir �� LJ' ENGCOOAOI,COM w'' 22 61 28B 0ttt DE pi''''oo • ' t�‘)1";1'67;•,..°114> •4 No,52809 * * * ANCHORS TYPE t C, H. G OR H 1LBTATB OP t4 r" SPACED A7 2A•OC G R � tV p" • ALTERNATELCK BLADE WITH N1 '{4ORiq,,..tis,44, LOCK BLADE SECTIE SECTION STARTER BLADE SECTION 1A ''''<./ NAL �t Ita .,:: OPEN POSITION UMW— to tatiq `t. Ve (1 aS Enistnaar Scot ', i Pedro D.Piguauxda-PB 52COS t 'i '?�� �'��•G��Y _� I MIAMI DADE APPROVAL' k", i• 1' 1�1 l.�,�I 11.11, 1i►. R �C t` • , 1 .., ,,,,,,,,- _______ ,,,,,. L> 22Amg il* 22 Rii 1 I i ;(ta -. '""• i 111111 VIII 1 f� <' i i I J ! l -r- LD 222 `i 22A DATE, 10/26/20I7 '- � r. 22 1 SCALE NA ll!� C,,'' DESIGN BY,PPMP r';; IS 1B SHEET DRAWING#1 :i S'. 1 O OP 13' I7-G6G 1tti'. i. • As9OCIA11ON, - TYPICAL BLADE ASSEMBLY ``' BILL OF MATERIALS N . AA. . S . A L3 - - ITEM DESCRIPTION MATERIAL MANUPACTURCR NATIONAL APPROVED SHUTTER :p iv 13A 1 BLADE I A WARIER DIXIE[ 6063-T6 ALUMINUM 6063-TG ALUMINUM NS .A N.A,9,A.. ASSOCIATION LI..C. 12 (I' .. / m 0.19 l B COMPOSRC BLADE 6063.76/LeXAN N.AS,A. 8717 NW 117 ST.5Te I -x,, L e . �C npATINO 9TACF,BLADE 6069-Ta ALUMINUM N.A.S A, HIALEAH GARDENS,PL 33018 ?= 20 �� � I C JLI T K 6b63-T6 ALUMINUM N.A.S. Tel.!(78G)G2I-6706 i_ 16 • 13 I'/I/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. Paw(756)621-G70b i2 14 I / r1 3A 2'WALL MOUNT TRACK 6063.70 ALUMINUM 0.5.11v WWW.NA3ASHUTTCR.COM IBJ 4 •M TRACK 6063-T6 ALUMINUM N.A..9.A, ;,, 5 RecESSCD TRACK 6063-T6 ALUMINUM N,A,9A. PRODUCT: I 6 AD,IU9TAE4E FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A. ;,,1, SA ADJUSTABLE MALL TRACK G0�9•T6 AU,UMINIIM N.A.S.A. SUPERNOVA t HEADER 7 UNIMATC LOCK BLADE 6?L U, 6003 T6 ALUMINUM N.A.S.A. L9LRtUD6D ALUMINUM I 7A INNATE LOCK BIADC lW LP 6069.76 ALUMINUM N•A.9.A. (C74 . 0, l4 D MD I'CMAIE LOCK MADE0003-T6 ALUMINUM N,A. ,A, ACCORDION SHIT/'TCR r,,;; LARGE♦9MAI1 OA HO MALL LOCK BLADE 6063-T6 AI.`IA�II�Aa -U.A,9,A- s I3-AI0113'11HIMPACTED RATED 0 BIM[SCREW DH I1D ADAPTOR FILICR 6063.76 ALUMINUM N.A.S.A. 410 STAINLESS 9181L 9 I.JAMS CL03URC 6009.76 ALUMINUM N,A9,A. '�'` SA 2',1AMD CLOSURE 6063.76 ALUMINUM NASA. [III 10 IJ4.2X ANGLE 6069.76 ALUMINUM N,ALO,n, ENGINEERING' I I I/9.2X ANGLE%TIEE6063-16 ALUMINUM N.A.9,A. N ';.';' 0.19 12 0.46".CARRIER 16�LTCO STeeU NYLON N.A.S.A. hNGCO INC. Gielle MI I 13 RIQH9'HHBLADE SCREW 4109TAINLC9997CP1 N.A.S.A. ti^ I 13A N(dk2'AFI.OIADC SCREW 41 O STAINLESS STEEL P-.A9.�1. 9985 ORANGE OR.201 ;:.: 14 0.44'DAM,PLAT WASHER STAINLESS CEL N.A.S.A. OAVIC, FL. 99914 y,{; N _ - Tela(994)505-0304 19 O..j6'0.0.99•BUSHING �•fYLON N•A.B.A. ( • 16 0.46.0><0.69'WHCCL BUSHING NTLON NASA. CNGCOI8AOLCOM �, I 19 PUSH-DurtOM LOCK i+,, L4- IB 14 J 20 Iy25:318'WFI[CLSPACL'R NYLON N.A.9.A, wanprr p0 r ,�. 16 ''' 21 I/16'-1x2,1x2.5,1X4,1,5X3 MIGlL9 6069.70 ALUMINUM N.A.S.A. ��'''� DE rh^,�• I S MUM, 0,14 22 910 FEMALE.LOCK%LADE y0Q3.Z6_Plllm!Ng t_�_ N_Ais,A. '''4Q,�r;."•""". O 13 ISA 22A SIP MALL LOG.BIAUC 6063.76 ALUMINUM N,A9,A. a eN y i 19A•N 10x2'1111 �, 4' $ ) ��,. BLADE BCRCW 22D sT0 LOCK KEEPER 6003 TG ALUMINUM N,A.9,A. 4>L j I 410 STAINLESS 9TerL - *1 No.52809 01 . 1 '-`' * * - c t 0.500 0.4 0 li'� 8 ATE w1 1 0DD.3j-J-- : 0.310 -r' r. c •� 10 ,. u -raj.* a 14-0.03'X 0.44'0 Cn ocr 9aa1 .`.�i.: v I fol * I d . STAINLESS STEEL Pedro Da 15 voimda-PC 82609 "�` es a T d PLAT WASHER ANCHOR SCHEDULE ° 16-.46•.0 x.69' 15•,46'0 N.93• DESCRIPTIONT„lei: o•90 NYLON W11ImL BUSHING NYLON BUSHING 1.75 E.D.E.DMIAMI DADG APPROVAL, 20-I/z•2711 0.36• A '1/q'ITW TAPCON INTO 3000 PSI CONCRETE 1.75 F,:,:: I/4"ELCO ULTRACON INTO 2700 P5I CONCRETE I,75 NYLON WNC[L / 1' NYLON l C Al I/4'BTW TAPGOH INTO CONCRCTC BLOCK 1.25 i : 1/4'CLCO ULTRACON INTO CONCRETE BLOCK 1.25 . 2.5 M ' B �•20X I AU.POINTS SOLID-SET INTO 3.0651 CONCRETE 0.875 r,^ . .._OJ_.-.J4:Z0XLt1I.LXQINT5 Seuo-_9ff_ ggS.Q_NsR€II=J�4CK _ 0.075 _ID_ C 114.WOOD LAG SCREW INTO G...55 WOOD 1.50 1.00 !II 8 AMP D�1 D I/4'-14 5CLP DRILUNG SCREWS INTO I/0'STEEL OR ALUMINUM -- 0.75 NYLON W11LCi9 C 1/4'CRETE-PLEX 594 INTO 3000 PSI CONCRETE 1.75 3.0 ,�,.•, } Q1 e 1 1/4"CRETE-FLEX 554 INTO CONCRETE I31OCK(2000 P51) 1.25 5.0 DATE, 10/202017 NOM!. Co,LI=Or TAlet MINI De OLTONO WALL Mr-99111G SCALE:NA ( e.4a o.+aoMeur*MIL DC OMxID WALL ORG99110 DESIGN WI PPMP •.'': II i. 2 IN'TArCOIL U4'CRNR•RTY.414Y.900260013 LAN DC 1160 N Rer1ACe DP 1M LAG 1160019 I.24 SHEET DRAWING 41.1 . I I OF 13 17.666 .e; :a 'I ti i,,r> 5, SI1UTTER COMPONENTS A9.9oCATIONr - 9,56 3.92 N . A . S . A. --4.34 4 09 -3•c^3 0.46 4.00 5� I.24----1,99 0.611 e.135 NATIONAL APPROVED SKITTER ASSOCIATION L.L.C. 411' �9 8 d �, d • N D,97 - 13 c d d I�d 1, I_ ° ' .d__::_____LL n 8717 NW 117 9T,51E I • • � �3.ei / ;` d , UlPleA1i GARCICN9,FL 33016 --L e3- 1 H•COMPO91Tt! .2 r;) t.413 v; } r d Tela(736)621-6706 1-- ` ALUMINUM/LTNNJ B1ADC `- 01 Pla,(76G)621.6708 I.0.05,ACCORDION BLADP ' ICNAN POLYCAZ00NATC APPROVCO 7A-UNIMATLW!LP WWW,NABA9NUTTEi.COM d- S� d A9 PER NOA 13.071 7,01 7-UNIMATL W/O LP LOCKING BLADES 0.41 TILI02U1V LACKING BLADES • PRODUCT: A- • STARTER ot.ADC n,SI --e•31- I 17-1•1W_ SUPERNOVA 4 61 ��I--1.13'1 ■ ,SI $ ^,y A° a0 T 1" WRUNG,ALUMINUM --1.77-- ACCORDION SHUTTER. I --4.00 o '---•^1.56 -1 s d d $, d f. r- '0i..T 1.4^'T LARDS 49MALL 0'.' O.06 r� i L I 1-4-7---T-II IMPACTED RATED C.* y 8 _ ____ e� n o 313-nDAProRPULE7L - q d -I USC V/1016 AND 8A 0 I C•0.05'PLOATING STACK 81ADE 0.07-°•61- Al - .4 N N - 1,79 N ENGINtL1 LNG, 2-INSCtwACKW/RG LapitONnl d __��� I [Li_______ +--L -i ` 3.00 ENGCO. INC. crena HEADER/51L1.MOUNT - -0,64- 5599 ORANGE D .20 0.13 2.1-IN3P.TTRACK W/O RG 0'UB M•MM,ClID 0.nu °'60 Tela l(99M1)B8B-0304 I(MKINN DIADP. rl TERNIIC mu( MADER/SILL MOUNT 8-remar no I ^' 4 LNGCULmAOL.COM con REC£PTDI 3.133 LOCKING MAIM T-- /-- N pnuu�,y 31.2'-igialgtei.TiAND Xt `,� .+�i 1" 9.RECESSED TRACK X0.01 DE fid./.n„%. 1 0,l0 3^6xo 7Il1 6T e c -2.W - a et I BILL MOUNT ONLY ;(� . 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SECURED TO AN ALUMINUM MATE NATIONAL APPROVED SHUTTER BETWEEN WOOD TRU5529 ASSOCIATION LL,C. • 8717 NW 1I7ST,STE I HIALEAI•I GARDENS,FL 33018 • Tel.,(786)621-6706 0,63 0,62 Fan(7861621-6708 I,25— I,25— I,25----- 5.00 - WWW.NASASHUTTCR.COM ' (4 PER RAFTER) Pt -././ .4 PRADUCT 1/4'X 2 1/4 FH TAPCONS WITH 2' MINIMUM 1/4"X5'6063-T6 ALUMINUM PLATE d 5UPERNOVA PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL I I 5.00 I IMPACTED RATED iiia 9" /"...'" if e aiiiil..:oi L."111-1 -1--- , lii 1/4'X5' OR I/O-X5' 6063-T6 % 2,•2A-�(1 .�_ /l ALUMINUM PLATE SECURED TO • G I ENGINEERING, yIII 1___ RAFTERS•AT MAXIMUM 24' OC ALTERNATE TO NATE mo (II j�t� SEE TABLE PRESSUREBELOW FOR SHUTTER al ENGCO INC. ra ally .IE" SPAN & 1/4'X2 X5"6063.76 ALUMINUM ANGLE / d ' 5555 ORANGE DR,201 / VIE, PL. 33811 0zMI 1/4'-14X 2' SELF DRILLING SCREWS �1 • DAT61.,(854)505-0304 SEE SHEET 5 MOUNT TYPE D EN000L�AOL.COM yZ y ANCHOR TYPE II FOR ANCHOR SPACING AMtlNpi,p _1 1/IB '% ""s. , DE ' t1 / • 8�•,4 �7 i�;C Epg* `"gip . 5,CO 8 No.52609- n KIJ d 1= • �8 qo� STATE of J4 E/ I/8'X5 GOG3-TG ALUMINUM PLATE I. F ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRESSURES F OR w�: ��{�' FORSECTION XWITH 114"ALUMINUM PLATE POR SECTION XWITH 1/8'ALUMINUM PLATE s� NAI.Q0 n01 ,",� BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00 (0l�I}� SPAN PRESSURE(PSP) SPAN PRESSURE(PSP) 2 I I,��� (IN) BLADE I BLADE 115 (IN) BLADE I BLADE 1 B , •' 60 *159 159 60 99 *99 • d ' ' r Enginee,Sant 72 132 *132 72 *82 *82 • ALTERNATE'TO PLATE i $ Pedro Da Pigue,redo-PC 52609 • 84 111 13 ±113 84 17 I 171 I/8%2'X5"GOG3 7G ALUMINUM ANGLE• i 00 *106 *106 SO *66 ±66 91 nl MIAMI DADE APPROVAU I08 . = 88 i 88 108 *55 155 126 1 68 1 68 126 147 ±47 i,1 • 152 t 62 ± 61 132 X45 *45 144 +48,-52 +45,-47 144 ±41 141 162 +30,:-40 +28,-33 162 150 +28,-50• EE • I; • , NOTE, I-IINP.AR INTERPOLATION IS ALIOWABLE BETWEEN BIADE SPAN SIZES DATE, 10/26/2017 SCALE,NA DESIGN BY,•PPMP r M • SHEET DRAWING N, 13 01'13 17-666