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HomeMy WebLinkAboutProduct Approval Property Card Page 1 of 1 Michelle Franklin, CFA—Saint Lucie County Property Appraiser—All rights reserved. Property Identification Site Address:8429 Belfry PL Parcel ID:3327-701-0061-000-0 Sec/Town/Range:33/36S/39E Account#:137358 Map ID:33/33N Use Type:0100 Zoning:PUD Jurisdiction:Saint Lucie County Ownership - - Glen A Seidner µ 37 Frazer Dr Greenlawn,NY 11740 7 Legal DescriptionIN '-'`J POD 28 AT THE RESERVE LOT 58(OR 3163-272) Current Values Just/Market Value: $266,000 Assessed Value: $266,000 Exemptions: $0 Taxable Value: $266,000 Taxes for this parcel: SLC Tax Collector's Office 12 Total Areas Download TRIM for this parcel:Download PDF p Finished/Under Air(SF): 2,276 Gross Area(SF): 3,671 Land Size(acres): 0.17 Land Size(SF): 7,428 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2017 Saint Lucie County Property Appraiser.All rights reserved. http://www.paslc.org/RECard/ 11/20/2017 Florida Building Code Online Page 1 of 2 tit' BCIS Home Log In User Registration i Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map i Links i Search bHolida "',Product Approval USER:Public User dr Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16893-R3 Application Type Revision 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/Email 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/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 ]esus Gonzalez,P.E. iv�i Validation Checklist-Hardcopy Received 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 Eauiv ASTM E1996-03 Equivalency Letter to ASTM E996- 05. df http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/10/2018 Florida Building Code Online Page 2 of 2 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 NIn13919.01.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2018 Design Pressure:+160/-160 Installation Instructions Other:PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R3 II DWG 17-666.Ddf INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contac:Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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-mall 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 850.487.1395.-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 H they have one.The emaiis provided may be used for offidal 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 didc hgrg-. Product Approval Accepts: eChec_ Credit Card Safe IMEM http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/10/2018 Florida Building Code Online Pagel ofl ZR Nt ;t. .. _.. 2 SCIS Home Log In i User Reolstratlon Hot Topics i Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map ! Links Search bProduct Approval al A USER:Public User Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail + R t FL# FLi6893-R Application Type R Code Version 2017 Application Statusproved *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 paioucks@gmail.com Authorized Signature Peter Loucks Technical Representative paloucks@gmail.com FILE Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Certification Mark or Usting Certification Agency National Accreditation&Management Institute Validated By )esus Gonzalez,P.E. Validation Checklist-Hardcopy Received 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 Egtliv ASTM E1996-03 Equivalency Letter to ASTM E996- 05.p http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/10/2018 Florida Building Code Online rage L or t 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 Summa 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.Oi.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2018 Design Pressure:+160/-160 Installation Instructions other:PRODUCT TO BE MANUFACTURED,DESIGNED,AND FL16893 R3 II DWG 17-666.0f INSTALLED PER DRAWING SPECIFICATIONS 17-666 Verified By:National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us•:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public retards.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 emaiis 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 dict hm. Product Approval Accepts: Credit Card Safe hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/10/2018 ASSOCIATION: 5UPER- 1 0 N . A -. S . A NATIONAL APPROVED SHUTTER EXTRUDED ION 5HUTTER A550GIATtONLL.C., LARGE M1551LE IMPACT RE515TANT 8717 NW 117 ST.5TE I HIALEAH GARDENS,FL 33018 Tel.:(786)62 I-6706 Fax:(786)G21-6708 GENERAL NOTE5: FLORIDA BUILDING CODE 2017-HVI1Z-Gth EDITION WWW. ASA5n(JTTER COM PRRODUCODJC T: I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER DESIGNED,CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA.PROVIDING PROTECTION FROM HURRICANE FORCE WINDS 5LIPERNOVA AND WIND BORNE DEBRIS PA RGE AND SMALL MISSILE)WITHIN THE ALLOWABLE OF51GNED EXTRUDED ALUMINUM PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL ACCORDION SHUTTER LARGE F'.SMALL 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DE51GNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(MVHZ)OF THE 2017 FLORIDA BUILDING CODE-GTH EDITION. 3-P05TING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15IDLE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC. CACI I6 'N.A.5.A-HIALEAH GARDENS-FLORIDA TABLE OF CONTENTS: DAV I ORANGE 3 201 5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER DAVI9, )5 5-03 4 Tel.:(954)585-0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' SHEET DESCRIPTION ENGCO®AOL.COM 4-LOADS,DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A 1 TABLE OF CONTENTS,GENERAL NOTES,LASER INSTRUCTIONS �Mu"'N. FROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED ,00'M. DE F11 "I" PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1,T A AND GLA55 F USED. SEPARATION TABLE 2 ,�.`'�Q�,+"v\C ENSU .gyp Q ��Q 5-MATERIAL ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 T6 ORAS NOTED. 3 TYPICAL SECTIONS A.B 1,B2,B3,54 WITH ANCHORAGE TABLES * No.5k S09 t 6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 51:7 OF 4 TYPICAL SECTIONS B f C WITH ANCHORAGE TABLES - 9T TE 1 OF 8�a� DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL �O� A p �VFr 7-USE.IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR ARCHITECT OR ' ENGINEER OF RECORD 5 TYPICAL-SECTIONS D,E t GH WITH ANCHORAGE TABLES $Ess` ,•,,✓�`Aow TO VERIFY THE FOLLOWING, 6 TYPICAL SECTIONS F.G 41 WITH ANCHORAGE TABLES O 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER E ANCHORAGE. 7 JAMB AND CORNER SECTIONS'J' La 7.2-THE 5ITE SPECIFIC PROJECT CRITERIA.SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL-CODE 5-9 -PE 52609 RPQUIREMENT5,DE51GNED PRL55URE5 ETC. 8 LOCK MALE Z FEMALE SECTIONS-0 he near 7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. Pedro De figuuredo 8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS S LOCK UNIMATE SECTIONS M' MIAMI DARE APPROVAL FOR THIS PRODUCT APPROVAL.HOWEVER WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'INF FOR WIND LOAD HAVE BEEN USED. I I BILL OF MATERIALS,ANCHOR SCHEDULE C BLADE ASSEMBLY. USER INSTRUCTIONS: 12 COMPONENTS I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAILS 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A DATE: 1 0126/2 0 1 7 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMF 4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS PER SHEETS 3,.4,5 t G.SECTIONS ARE INTERCHANGEABLE. SHEEP DRAWING 9: 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 17-666 PRESSURE FROM GENERAL NOTES 4 A95OCIATION: N . A . S . A TABLE I TABLE I A AINTrRIOR/onmop 68 NATIONAL APPROVED 5HUTTER MAXIMUM I BLADE MAXIMUM ALLOWABLE BI a#113 BLADES 1A550CIATION L.L.C., SHUTTER 5PAN X PRE55URE 5HUMP,SPAN X PRE95URE ' 8717 NW 1 17 ST,0G I BLADE SPAN PRESSURE(PSP) BLADE SPAN PRESSURE(PSF) ALL ALUMINUM BLADES HIALEAH GARDENS.FL 33018 INCHES INCHES 1 - 7e1.:pe6)62 I-670660 I I RGO I Few(786)621-6708 66 158 158 66 158 WIMN.NASASHUTTER.COM 72 14 144 2 1 78 133 133 78 133 PRODUCT: 84 124 124 84 124INTERIOR/DfTCROR90 1 16 116 90 1)6 SUPERNOVA 96 108 1OB 96 108 COMBINATION E�/DED ALUMINUM 104 100 IDO 104 100 l00' �M�N�� �pMmw5 ACCORDION 9t1UTTER 108 93 93 108 93 ODMBINAlION5 AS REQURED LARGE R SMALL 114 83 83 114 8 83 i B 1 B IMPACTEb RATED 120 75 75' 120 1 75 75 1 INTCRIOR/DnRIOR 126 68 65 126 68 68 132 62 62 132 61 61 ENGINEERING: 57 138 53 Ss INTERIOR/ET!WOR ENGCO INC. CASLUG LL,4-4, 48 144 45 47 150 41 8 150 38 425595 ORANGE DR.201 162 30 40 162 28 33 1H—� DAVIE, rL. 33314 Tel.,(954)585-0304 NOTES I aco ALL LEXAN BLADES ENGCO®AOL.COM I-ACCORDION 911111TER V ADB SPAN ON010)FOR ALL CONDITIONS 2. E55:IRe-DESIGN VAND LOAD Mn1 B 18 PR 3 LDIEAR INVERPOLAVON 15 ACCEPTABLE R)RDISIGf WJID LOADS AND BLADE SPAN BEFAW! TABULATED VALUES. INTERIOR/DCR'RIOR 4r`" DE F/ 5-BLADC57EuwnwoUAnON1xETweleeRALLbAwn .��0ENBF 5-BLADC BLE lA W X OSE KM I5 TYM l racAu L)SOD CD cowmoNs TABLE 2 No.52609 �oY MINIMUM SHUTTER SEPARATION FROM GLAZING *1 * *L ICAL ELEVATION ICAL GROSS SECTION -o A B,C,D,E,GH X e�G STATE OF �ty0d TOP TRACK GLAZING SEPARATION (INCHES) ��Fs 10 11D", ��•` BLADE TYPE BLADE SPAN RAO'�A y ALUMINUM P. 2 3/4' 3.125' 17 MSS ALL ELEVATION5 "tnec•seal Fmr.°n Peden De fig—jo-PT:52609 a N LEXAN 3' 3° 3' H M N ? <=30'ELEVATION MIAMI DADE APPROVAL: ^J H Y ¢ L) LEXAN 2 1/81 3' 3' a! ild >30 EIfVATION f- NO W I A-AIM(ROM G llfr AREAS irr L BE MEASURED PROM F IG IBADE OR LACK SIIRPACE. 2 9EPARAM4 IS APPUCAM/[S�TfRtIY ARO AND = ADE000NPIES). y S.LWIAf S ASSEMBLED WITH BOM TYPES Or BLADES mE L LARGEST GLASS TICY1$SIALL APPLY. DATE: 1012G/2017 A.B.BI,82,B3,B4 BOTTOM TRACK SCALE:NA C D E F G IGH DESIGN BY:PPMF SHUTTER WIDTH CSW> NO LIMITATION SHEETDRAWING N: 2 OF 13 17-666 ASSOCIATION, TYPICAL 5ECTION5 A.B 1.52,53,B4 _ AND ANCHOR SCHEDULE 1/4-14X1' GR5 SDS OR '�zd 0100/4' TEKS + - • o SECTIONA L/4-20X1/2' HHMS W/NUT AT 12' DC NATIONAL APPROVED5HUTTER BUILT-0Ui ON ANGIe SPACED AT 12'13C r" A550CLATION LL.C. HEADER OR9ILL 11— OPTIMA 2,2A 11 tem 6 5ECTION 114 8717 NW 1 17 5T,STE 1 ADJUSTABLE TRACK HIALEAH GARDENS,FL 33018 .I ON REVERSE ANGLE Tel.:(786)621-6706 5 EMBER SILL ONLY Fax.(786)621-6708 S L� -g@ WWW.NA5A5tlUTTER.COM ANCHORS DESIGNED ,. 6A AS PER SECTION H4 PRODUCT: ANCHORS DESIGNED 10 pN TABLE HELOW5UPERNOVA AS PER SECTION AEXTRUDED ALUMINUM Q ON TABLE BELOY U 1/1B 1/4-14X1' GR5 SDS OR ACCORDK)N 5HUTTER = N -+ LL 1/4-20X3/4' PHMS W/NUT I APACTELARGE 4 RAE td :r w SPACED AT 5'OCI I j EMBED. IMPACTED RATED r cJ 5ECTION B I r cn 'A'TRACK ON 1/IH ENGINEERING: RE5RLL9oANGLE _} �• ENGCO INC. 5595 ORANGE DR 201 ANCHORS DESIGNED vai SECTION B3 DAVIE. PL. 33314 U:4n 6 AS PER SECTION BI w #10X3/4' TEKS Td.:(954)585-0304 q r AT 12' OC ADJUSTABLEON I1 }' w DN TABLE BELOW g ENGCO(dJAOLCOM ito) ;, slu ONLY ' �E Fj ANCHORS DESIGNED •� p� �4y1/4-14X1' GR5 SDS OR -' F AS PER SECTION B3 F,/�CEH,p '�y1/4-20%1/2' HHMS W/NUT EMBED. DN TABLE BEF SPACED AT 12'OC = jam No52609cil 6A ZZ � STATE OFa EMBED.-� �°+ FANCHORS DESIGNEDO Al.r "' AS PER SECTION 82 �•M T 16 1/1B i• ON TABLE BELOW 1/4/20X3/4' PHMSSWSNUT 1TppTIpNAL �q SPACED AT 5'13C Lotl t7 r MAX. BLADE SPAN IN INCHES Pedro De heu redo-PE 52GO9 N SEE ANCHOR SCHEDULE ON 4 11t�jEMBED. SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(PSP) MIAMI DADE,APPROVAL: EM Ld BASED ON SPACING IN INCHES ON CENTER SECTION B2 ANCHORAGE SPACING 162 1 132 108 84 1 60 1/4-14X1' GR5 SDS OR y< IN TRACK ON s EI E E 1/4-20X1/2' HHMS W/NUT 5TO ANGLE 14 40 31 !62 38 93 46 124 60 160 84 SPACED AT 12'13C, SILL ONLY SECTIONS 12 40 36 44 9 160 0 160 98 A.B1,S2 8 40 0 6293 Bl 124 105 160 1 6 B3,B4 6 40 40 62 93 93 12 124 160 160 MAX. BLADE SPAN IN INCHES 4 40 40 62 93 93 124 124 160 160 SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5P) BASED ON 5 P A C I N G IN INCHES ON CENTER DATE: 1012G/2017 ANCHORAGE SPACING 162 132 108 84 60 SCALE.NA A At B IBI IC ID A Al H B1 C D A Al B B1 C D A Al B B1 - A Al B B1 C D DE51GN BY:PPMF SECTIONS 62 4 90 3 92 60 11 1 7 18 7 160 4 160 101 160 107 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 2 93 70 93 70 124 34 124 90 124 B 160 47 160 1 6 160 25 A 81,82 40 26 40 40 40 40 62 32 62 2 62 2 9 39 93 93 93 93 2 1 124 124 124 124 160 71 160 160 160 160 B3,B4 4 3 0 0 4D 62 4 2 6 6 93 52 3 9 3 3 24 67 124 1 4 1 24 60 6 60 160 160 SHEET DRAWING�: 4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 sop 15 17-666 ASSOCIATION. TYPICAL SECTIONS 13 AND C AND ANCHOR SCHEDULE N . A . S . A NATIONAL APPROVED SHUTTER A550CIATION L.LC. ANCHORS DESIGNED 8717 NW 117 5T,STE I -, AS PER SECTION C HIALEAH GARDENS,FL 33018 ON TABLE BELOW Tel.:(786)62I.6706 Fax:(786)62 I-6708 $ 3,3A 4 WWW.NASA5HUTTER.COM PRODUCT: JG` vla 'r t�Q 5UPERNOVA w EXTRUDED ALUMINUM ACCORDION 5HLTTTER OPTIM4AL LARGE t SMALL y F- 1 ANCHORS DESIGNED = IMPACTEI?RATED AS PER SECTION B1/1B 2,2A 11 ON TABLE BELOWSCCTION C MOULENGINEERING: OR 3A ENGCO INC. SECTION B HEADER OR SILL BUILT-OUT ON y i/1H 5585 ORANGE DR.201 REVER5E ANGLE ii EMBED, DAVIE, ) 5-03 4 HEADER A SILL ^''^•"�> Tel.. 585-0304 n7m ENGCO@AOLCOM fi 1 �/rMNSINIII 1/4-14X1' GR5 SDS OR za�`��, DE f/�%y 1/4-20X1/2' HHHS W/NUT B 3'3A a41 vtCENSF SPACED AT 12'13Cr,Q o. 52309093'� =ANCHr�o- ANCHORS DESIGNED ORS SECTION C ON TABLE BELOW lis S TE O 0 R t OAL MAX, BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET it FOR ANCHORTYPE MAXIMUM ANCHORAGE PRESSURE (P 5 P) EASED O N 5 P A C I N G 1 N I N C H E 5 O N CENTER ANCHORAGE SPACING 16 32 60 14- Eng necr9wl A IAI III IBI IG III ,A, Al IB 1111 IC ID Al B Bl C D A Bl C D A Al IB IBI C D Pedro De Piguuredo-PE 52609 _ 40 -- 40 40 40 4062 18 62 49 62P62 86 60 81 6 1 110 77 104 77 14 40 15 108 146 107 S S 40 -- 40 40 40 40 62 21 62 57 62 87 26 93 70 87 70 1 119 90 112 89 156 47 160 126 157 125 M:AMI OADE APPROVAL: 40 26 40 40 40 40 62 32 62 62 62 93 39 93 87 93 86 124 51' 124 111 124 111160 71 160 156 160 155 40 40 fit 43 62 6293 93 93 93 93 124 4 1 1 4160 94 60 160 0 60 40 40 40 40 40 40 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSh� SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 62 1 108 84 60 DATE:1012GI2017 E I El I E -1 Ell E I E E SCALE:NA !4 40 31 62 38 87 46 112 60 1137184 DESIGN BY:PPMF SECTIONS 12W4O644 93 541 1 70 160 98 B&C 862 93 7 124 99 160 1386 62 93 88 24 113 60 158 4 621 93 1841124 108 160 151 SHEET DRAWING A 4 OF 3 ING I • A550CIATION: ANCHORS DESIGNED TYPICAL 5ECTION5 D,E e GH ANCHORS DESIGNED NAS A AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH • • • ON TABLE BELOW —� ON TABLE BELOW NATIONAL APPROVED SHUTTER d A550CIATION LLC. ( DE q (ED) EDGE r' ISTAND EW DISTANCE 8717 NW IJ 7 ST,STE I o, HIALEAH GARDENS,FL 33018 6A Tel.:(78G)G21=G70G W/LEG Fax:(78G)62 I=6708 2 2A TRINREI) N WWW.NASA5HUTTER.COM T ! 1 #]0X3/4' TEKS W/LEG PRODUCT: SECTION D AT 12• oc �TRIKNED = T IN52TMOUNTW/ (ED) EDGE SUPERNOVA 1 TRACK 2 OR 2A DISTANCE 2 EXTRUDED ALUMINUM W HEADER OR 51LL ACCORDION SHUTTGR a ai 5I `1m TION E w IMPACTED RATED G 1/1 B ANIP IN"MOUNT •' L c -1 II.. HEADCRORSILL - W 1/4-14X 3/4' TEKS � SPACED AT 12113C La - ENGINEERING: 1 wa SECTIO H ENGCO INC. fAe,IG y w w ADJU5TASIP MOUNT 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER/51LL DAVIE. PL. 33314 rl AS PER SECTION E Tel.:(954)585-0304 ON TABLE BELOW - ENGCOQAOLCOM {s m 3,:3A 1/4-14X1' GR5 SDS OR too on•"ft.% 1/4-20X1/2' HHMS W/NUT ra �, DE F/� SPACED AT 12'QC G EC= � ` 11 r Q t No. 2609N t23 i w * *? w �O ATE r� ssk NAt` MAX. BLADE SPAN IN INCHES ��»ANN SEE ANCHOR'SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5P) 5 A 5 E D ON SPACING IN INCH E5 ON CENTER Engineer Seal ANCHORAGE SPACING 62 1 132108 1 84 60 162 1,2 V415374 Pedro De.Rguaredo-PE 52609 A B C D A JB—IC II A B C D A B C ➢ A H C D E E 1 22 27 - 27 33 -- 20 34 0 20 24 4 5 2 31 0 7 6 43 16 28 34 MIAMI DADS APPROVAL 12 30 36 — 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 1 37 45SECTION 0 8 40 40 26 32 55 62 32 39 67 80 40 48 86 10351 61 121 45 71 86 8 0 62 .35 6 2 43 5 90 93 5 4 5 1 6 8 160 160 9 5 6 40 " 624 4D 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160160 143 160 4 40 62 11 -- 22 - ee 26 -- -- 27 32 20 -- 3 41 6 24 49 58 36 34 I 22 27 33 43 60 9 22 26 - 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 7 33 41 52 3 SECTION E 8 25 30 - 31 36 22 21 38 44 27 26 49 57 35 33 66 BO 49 47 0 7 4 5 34 39 4 23 1 4 30 8 5 59 36 S 7 1 16.165 2 50 6 1 4 40 40 36 35 62 62 45 42 76 89 55 52 97 111417D 67 136 160 96 93 4 40 52 64 82 115 DATE 10/26/2017 9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 0 4 66 SGALE:NA SECTION GH 8 23 27 -- -- 28 33 21 19 34 0 25 23 44 1 3 30 61 7 46 42 4 74 DE51GN BY:PPMF 6 3 3 23 21 37 44 28 25 46 53 3 31 59 6 43 40 82 96 6 5 37 45 'S 7 9 4 40 40,13 31 56 62 42 38 68 BO 51 47 Be 1103165 60 123 144 91 84 4 38 47 57 74 103 SHEET DRAWING#: 5 OF 15 17-GGG A55OCIATION. TYPICAL 5ECTION5 G,F AND I AND ANCHOR SCHEDULE t N . A . S . A I/1B NATIONAL APMVFD SMUTTER A55WATION L.L.C. SECTION I Reca5ro MOUNT 8717 NW 1 17 ST,STE I 511.ONLY HIALEAH GARDENS,FL 33018 I #IOX3/4' TEKS Tel.,(786)62 1-G70G AT 12' oc mxo Fox;(786)621-6708 WWW.NASASHUTTelt.COM w Cqw PRODUCT: ANCHORS TYPE SECTION E 0 M ADJU57ABILENMOUNT EDGE CLEARANCE(EQ A, D, C OR D SUPERNOVA INTO CONCRETE-41(-I=MI ODNCREM SPACED AT 48'13C INTO V/000-2 1/2*(WOOD SG,0.55) CC ED APPLICABLE FOR ALL LOAD CXTRUDW ALUMINUM CONDITIONS FROM TABLE I ACCORDION 5hUrrER INTO MeTAL,2'(QX3-TG AUAOZAMM ASG-qnn) C A LAME*SMALL A"Ln IMPACTED RATED STANDARD LOCATION ALTERNATE LOCATION DISTANCE ANCHORS SPACED 22* ANCHORS SPACED ENGINEERING: AS PER SECTION G i�AS PER SECT113N GI (ED) ON TABLE BELOW ��g am � 13N TABLE BELOW ENGCO INC. raarrc w 5595 ORANGE DR.201 DAME, PL. 33314 ALTERNATE (ED),�j z 5Ecnco)N F Tel,1964)585-0304 ar I �NT ENGCO@AOLCOM EDGE DISTANCE SILL ONLY DE NOE.. ANCHORS DESIGNED AS PER SECTION F s "i014 TABLE BELOW No 52609 4 STATE OF �'�1412. ;46 All f 0!\"j (ED) EDGE DISTANCE Li MAX BLADE SPAN IN INCHES 4'A' S A 13N SEE ANCHOR SCHEDULE ON t!flg,. "5-1 1 P.J-0.fig—cd.-IT 52609 SHEET ti FOR ANCHOR TYPE I MAXIMUM ANCHORAGE PRE &E (PSF) BASED ON SPACING IN INCHES ON CENTER - ANCHORAGE SPACING 162 132 109 84 1 60 162 132 1081 841 601 MIAMI DADE APPROVAL: A B A B IC ID *C D A�.Y-9- 1 C I D A IB IC ID I A IB IC ID s E E E E 16 —1-- I-- I-- -- 20 -21 25 1-- 1— 4 al 26 33 46 23 27 ?B 33 AD 20 36 1 160 135 135 12 23 28 34 2 3 99 �6 , SECTION 0 f:iai94 4223 1 Fa 3 1 -f4 24 42 50 30 — 79 34 42 St 66 92 6 4 3P 32 56 67 39 39 :T 1§7'1 17530 6 40 56 68 88 123 4 40140 139 62 62 48 48 85 93 59 59 f09 124 76 75 153 160 106 105 4 40 59 7T 93 130 28 34 15 21 35 142 -- 125 4 �g al 2 3 5 16 5 4 95 3 H Ig02 N3 Si ji V 4D 120 127 1 5 3 9 9 §7;0 SECTIONS r 021 9 7 1 f A 8 9 G1 ORP 401 40 130 140 1 37 150 1 9:5 193 145 8 1 4 621 3 .2411160 6 0 40 4U 140 1 4q f22 93 123 3 ,,r- i _ 160 6 1 40 1 621 9 1241160 4 401 124 124 116 124 160116UI16131160 1 4, 1 401 621 93 124 160 DATE: 10/2GI2017 SCALE:NA DE51GN BY.FFMF SHEET DRAWING 6OF Is 17-GGG A55OCIATION: TYPICAL HORIZONTAL JAMB AND.CORNER 5ECTION5 J 1 V . A S . A OPTIONAL NATIONAL APPROVED SHUTTER SEALANT ASSOCIATION LLC.. HORS ANCHORAGE TO L SECTION J TYPE A, B, C OR D 8717 NW 1 17 5T,5TE I IS;NOT NECESS '. 'JAMB CLOSURE 4' FROMS ENDSt1AM11 qw HIALEAH GARDENS,FL 33018 AND ONE AT MIDDLE Tal.:(786)62!'6706 Fax:086)G21-.13708 NMW.NA5A5HUTTER.COM 02) 010X1 SDS. IA 9.9A TOP AND BOTTOM PRODUCT. TRACKSA EXTRUDED ALUMINUM if a ACCORDION 4.sne� IMPACTED RATED w ENGINEERING: TOP b BOTTOM TRACKS ENGCO INC. uslls 5595 ORANGE DR.201 DAVIE, FL. 33314 Tel.:(954)555-0304 1 ENGCOpADL.COM 1B N�Nm,x.Yp DE ANCHORS TYPE •vNo.52609 SPACECR DAT24.00 * � * *� <ED) EDGE ATE OF DISTANCE Ea o, st 0 R VU \�� �•,w _ SEBc!LOSu 2 'ss NAL BUI T-OUf MOU •.. qq •121 DR 11 {OI2.L�41 010X3/4' SS SMS OR Enomeer5nl 1A 3/16' PDP RIVETS SECTION J3 Pedro De Rguetredo-FE 52609 :n SPACED AT 24'13C W eoRNeR aosuRe MIAMI DADe•AFPROVAL: mao N DATE: 1 0126/20 17 i SCALE:NA 7 OR 7 A DE5IGN BY:PPMF FI 1 1 (19) PUSH BUTT13M LOCK 1B ID LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE SHEET DRAWING A: 7 OF 13 17-GGG 1 ASSOCIATION: TYPICAL HORIZONTAL 5ECTION5 HD LOCK 5ECTION5 L N . A S . A NATIONAL APPROVED SHUTTER ASSOCIATION L.LC. 8717 NW 1 17 ST,STE I HIALEAH GARDENS,FL 33018 NOTE:SHUTTER CAN BE LOCKED FROM cu Tel.:(786)621-6706 INSIDE OR OUTSIDE BY PLACING LOCK Fax:(786)62 I-6708 11511 OR OUT5IDE A5 REQUIRED. Itl �- SECTION L WWW.NA5A5hUT(ER.COM F- LOCK BLADE SECTION CLOSE P051TION PRODUCT: 17WO LJWLi �_ 5UPERNOVA H EXTRUDED ALUMINUM L , LARGE ACCORDIONM UTTER IMPACTED RATED ENGINEERING: ENGCO INC. rael:a 1 1 5595 ORANGE OIL 201 1B LB DAVIE. PL. 33314 Tel.:(954)585-0304 BA ENGCO®AOLCOM 8 COMMERCIAL MORTISE LOCK W/ rp` �CENy EXTERIOR KEY OR THUMB TURN 4 �O n AND INSIDE THUMB TURN ANCHORS TYPE No.52609 i INSTALLED ON SHAPE 8 A, B, C ORD SPACED AT 24'13C 8T TE OF ALTERNATE SECTION L I p f LOCK BLADE WITH '�� R 10,SECTION L +���• LOCK BLADE SECTION STARTER BIADE SECTION __ lA ss�0 AL OPEN POSITION s�� B�pfNT p 2 2 L En neer5v1 Pedro De I quaredo-PE 52609 MIAMI DADE APPROVAL: y8gy cu BA 8A7W/ ,YM B 8 IJIB DATE: 10126/2017 COMMERCIAL MORTISE LOCK W/ 5CALE:NA EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF AND INSIDE THUMB TURN COMMERCIAL MORTISE LOINSTALLED ON SHAPE 8 Lg EXTERIOR KEY OR THUMB TURN IH AND INSIDE THUMB TURN SHEET DRAWING#: INSTALLED ON SHAPE 8 B OF 13 17-666 ASSOCIATION, NIMATE LOCK 5ECTIONS N . A . S . A LOCKING PINS APPLICABLE NATIO NAL APPROVED SHUTTER ONLY AT OPEN POSITION TO SECURE STACK A550CIAT10N L.L.C. 8717 NW 1 17 5T,STE 1 7A HIALEAH GARDENS,FL 33018 N Tel.,(786)62 I-6706 Fax:(786)621-6708 NOTE:SHUTTER CAN BE LOCKEDFROM WWW.NA5A5HUr ER.COM IN51DE OR OUTSIDE 5Y PLACING LOCK N SECTION M PRODUCT: IN51DF OR OUT51DE A5 REQUIRED. cK 81ADe SECTI QQ smoN 7n 5UPERNOVA WC�^ 4 E)(iRUDEO ALUMINUM w ACCORDION SHUTTER H LARGE*SMALL IMPA=b RATED ENGINEERING: 7 OR 7A 7 OR 7A ENGCO INC. CA 6110 mm 7A 5595 ORANGE DR.201 N DAVIE, PL. 33314 1 Tel..(954)5135-0304 ]B�•' 1/4-20X3/4'THUNB SCREW ENGCO®AOL.COM LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE a.""• 6� S-3 ; DRILL AND TAP OPPOSITE 1/4X1 1/2 PULL PIN �Mp �� y� 8 BLADE M RECEIVE SCREW INSIDE OR OUTSIDE p �. (19) PUSH BUTTON LOCK LOCATED ON ACCORDION �•C� INTERIOR OR EXTERIOR SIDE NO.52609 ALTERNATE SECTION M I * * V 1OCR CLADS y�H A 3T TEO SEC�TIONMN STARTER BLADE1�'� fT1� N-0 s'�s�/Q �L ANCHORS TYPE .•n� yfZ 7 OR 7A A, B, C OR D VC SPACED AT 24'13C Engineer Seal I Pedro De P:guaredo-PE 52609 7 OR 7j1JIB IA OIffRE77i—+y MUUNI DADS APPROVAL: N ✓ If 7 OR 7A {�IzN WN� L LH PUSH BUTTON LOCK 7 pTkl3R 7A LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DATE: 10/26/2017 5CALE:NA 1 DESIGN BY:FPMF IB SHEET DRAWING N: 9 OF 13 17-GGG A550CIATON: TYPICAL HORIZONTAL 5ECTION5 5TD LOCK 5ECTION5 N N . A . S . A . NATIONAL APPROVED SHUTTER A550CIATION L.L.C. _ 8717 NW 1 17 ST.STE I HIAIEAH GARDENS.FL 33018 NOTE:SHUTTER CAN BE LOCKED FROM Tel.:78G)(78G2 I-G7 06 IN51DE OR OUT5IDE BY PLACING LOCK 51 ON N Par:(786)621-6708 INSIDE OR OUTSIDE AS REQUIRED. :u LOCK BLADE 5EGTON WWWNASASHLtTTER COM w W CLOSE POSITION PRODUCT: SUPERNOVA DfiR1JDED ALUMINUM a y. ACCORDION 5HUTTER LARGE.5MALL IMPACTED RATED ENGINEERING: ENGCO INC. GACIIQ 1 1 5595 ORANGE DR.201 1H 1B DAVIE..PL. 33314 2PA Tel.:(954)585.0304 ENGCO@AOLCOM 22 piw.+nyy 6 22B DE F/ � CENS F 4No.52609 ANCHDRC TYPE A STATE OF SPACED AT 24'13C (V�• ALTERNATE SECTION N I �'�� ORIS SECTION N LOCK BLADE WITHLOCK BLADE 5ECf10N STARTER BLADE SEC'M 1A / NAL OPEN POSITION Dalt nw�� 3 2.15 Engineer.Seal Pedro De Pigue:redo-PE 52609 wi� MIAMI DADE APPROVAL: a N s 22A 22 1 1B. 22B DATE:10126!2017 �22 SCALE:NA DE51GN BY:PPMF IF22A 11B SHEET DRAWING 0: loop 13' 17-666 ASSOCIATION: TYPICAL BLADE ASSEMBLY BILL OF MATERIALS N . A . S . A 13 NATIONAL APPROVED SHUTTER ITEM DESCRIPTION MATERIAL MANUP CfURElt'A A550CIATION L.L.C. 12 13A I D 6 - 1 . .S.A. IA STARTER BLADE 6063-T6 ALUMINUM —N.A.S.A.l6 0,19 8717 NW 117 ST.STC 1 -� I B COMPOSITE BLADE 6063-T6 LEXAN N.AS.A. IC FLOATING STACK BLADE 6063-T6 ALUMINUM NASA HIALEAH GARDENS,FL 33018 20 14 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A. Tel.:(786)621-6706 16 1 I�,I 3 1'/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. Pax:(7861 621-6708 3A 2'WALL MOUNT C 6063-T6 ALUMINUM N.A.S.A WWW.NASASHUTTEItCOM 14 1 g� 4 'A' CK 6063 T6 MINUM N.A.S.A. 5 RECESSED TRA 6063-6 MINU N.A.5.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK GOG3-T6 ALUMINUM N.A.5.A. 6A J 5 A MALE 6063-TG NA.s.A. SUPERNOVA HEADER ~I I` 7 UNIMATE LOCK BLADE W LP 6063 76 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM 7A UNIMATE LOCK BLADE LV LP 6063-T6 ALUMINUM N.A.9A gCCOROIOt,J SHUTTER 0.14 a HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. AUL 8A MALE LOCK BLADE 6063-T6 ALUMINUM N. .S.A. LARGE DATFA RATE 13-010X3'HH 815 HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED R BLADE SCREW 9 1'JAMB CL05URE6063-T6 ALUMINUM NASA 410 STAINLESS STEEL 9A 2'JAMB CL05URE G063-T6 ALUMINUM N.A.5.A. 10 1/4.2X ANGLE 6063-T6 ALUMINUM N.A.5.A. I i I/8-2X ANGLE G063-T6 ALUMINUM NA.5.A. ENGINEERING: 0.19 12 WHEEL CARRIER FLATEDSTEWKYLON N.A.S.A. - ENGCO INC. ua11G SILL 13 610X3'HH BLADE SCREW 4105TAINLE55 STEEL N.A.5.A. 13A 910X2'H BLADE SCREW 41 O STAINLESS STEEL N.A.5.A. 5595 ORANGE DR.201 1� 14 0.44°DIAM.FLAT WASHER 5TAINLE55 STEEL N.A.5.A. DAV1E, PL. 33314 N 15 0.46.0 x 0.93'BUSHING NYLON N.A.9.A. Tel.:(954)585-0304 16 0.40 0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. CNGCOWLCOM 19 PUSH-BUTTOM L0SK 141E 14 20 1/2513/8,WHEEL SPACER NYLON N.A.S.A. A"'oet"..Na 116 ~ 21 I/IG-1X2 IX2.5 IY4 I.9X3ANGLE9 G063-T5 ALUMINUM N.A.5.A. p�' DE F/c 15 "pmIntim 0.14 22 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. 13 13A 13A•810X2'HH EPA 5TD MALL LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. , ��C ENSt' SCREW 2215 5TD LOCK KEEPER G063-T6 ALUMINUM N.A.S.A. 411LADE BTAINLE55 91M N0.52609 01500 "O a 4 SATE OF ty Fa �� D,4 0 D.390 0.20 0.390 -1— - .4444 0.03 c �® _L_. —'IITIJIIL e 0 d ►O 14-0.03'X 0.44.0 Enapneer 5 o eal STAINLESS STEEL Pedro Do RguelredD-PC 52609 { a o PLAT W^5"eR ANCHOR SCHEDULE I6-.46'0 X.65' 15-.46'0 X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADS APPROVAL: I 0,50 NYLON WHEEL BUSHING NYLON BUSHING ZED 1141 ITW TAPCON INTO 3000 P51 CONCRETE 1.75 20-1/2'0 X 0.36' I/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 -2.5 i NYLON WHEEL I '1%,TAP CON NTO CONCRETE TACK 1.25 SPACER 14'ELC ULTRACON INTO CONCRETE B10C 1.25 2 5 8 14-20X I ALL POINTS SOUD-SET INTO 3.0 KSI CONCRETE 0.875 3. BI 14-20X I ALL POINTS 50LID-BET INTO CO CRETE BLOCK .8 5 3.0 D LAO 5CMV INTO G—,55 WOOD I 12-WHEEL CARRIER D 1/4%14 5ELF DRILUNG 5CREW5 INTO 1/8'STEEL OR ALUMINUM — 0.75 STAMPED 55 WITH E 1 1/4'CRETE-FLEX 554 INTO 3000 PSL CONCRETE 1.75 3.0 NYLON WHEELS El 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1 1.25 1 3.0 1 DATE: 10/26/2017 SCALE:NA Nous, ED:eDGEDISTANCE SMALL BEDnONDWALL DRESSING DESIGN BY:PPMF EMB:EMDEDMCNT SMALL 8E BEYOND WALL DPJ55IND N l,4%,M=I.CRER-rIM/14 WOOD SCREWS CAN BE USED IN NERACE Or 114IPG SCREWS SHEET DRAWING k: I 1 OP 13 17-GGG I SHUTTER COMPONENTS AsSoctnnoN: 4.56 -3.92 N • A • S • l , 4.54 4.08 3.23 0.16 4.08 0 1.24 1.99 a 61 2.65 NATIONAL APPROVED SHUTTER A55OCIATION LLC. In d 0.97 cu o d d o 8717 NW 1 17 5T,STC 1 0 3.21 -d d HIALEAH GARDENS.Fl.33018 O• n�_ t.23 I B.COMPOSITE! 2,0448 Fax.(786))G2I-6708 a ALUMINUM/LPXAN BLADE I-O.q5-5'ACCOR�ILAIId 0 LEXAN POLYCACBONATC APPROVED 7A-UNIMATE W/LP WWW.NA5A5HUTTER.COM • AS PCR NOA 13-0717.01 7-UNIMATE W1O LOCKING BLADES Q 4L XL102UV LOCKING BLADES PRODUCT: • ARTER BLAD C.5L ft.3 SUPERNOVA h -1.83� ni 006 i EXTRUDEDALUMINUM 1.77 ACCORDION SHUTTER 4D8nd o LARGE 4 SMALLIMPACTED RATED 0.8685-ADAPTOR FEUJ!R mU E WITH 8 AND 8A I C-0.05'FLOATING STACK BLADE Q07 0.61 cd c -� ca N ENGINEERING: 2-INSET TRACK W/RG IIPT1EWAL d 3. PIRE ENGCO INC. cAaIIO HEADER/SILL MOUNT M 6a 5595 ORANGE DR.201 0.08 8A-MALE HD 0.08Q 60 DAVIE, PL. 33314 0.13 2.1-INSET TRACK W/O RG Tel.,(954)565-0304 LOCXING BLADEALTDOl17E CALK HEADER/SILL MOUNT 8-FEMALE HD CNGCO®AOLCOM OGLOCKING BLADE �, APPL3.83 �TILILIIS $SEo TRACKDE f3A AIm 3A I n UNT ONLY 4P���. ' _I 0.to z•ba zel `� r jI 0110 d � a o6 a 77 NO.52609 2.83 d 0.86 0,06 2.4l M ti� _'_-� 1-71 01 dSATE OFo.07 a,61Ma 06 d e 21 �'��. 0 R TOPTLIHVAL S Okq `E u 9B-HD JAMB CLOSURE! o 1.d'� 3Ar 2'BUILD-OUT TRACK d d d - T N '4ya ONAL ,Its d 0.86 - HEADER/SILL MOUNT 0• ...L p 7�/ =J_.1_ 3A•1-2'BO TRACK W/O 228-LOCK KEEPER INSERT - OR - .58 Q 61 VAN GUARD(RG) 22-FEMALE!STD 22A-MALE STD "'JAMB CLOSURE LOCIONG BLADE LOCKING BLADE N Ergnw Seal 3-1'/Nj eu1LY-OUT TRACK �TlaA p Pedro De hSveikd0-PE 52609 02/SILL M UNT 3.70 0,1250.25 MIAMI DADC APPROVAL: TRACK WJO 11 9A-2'JAMB QOSURE RAM GUARD(RG) a 43 -2.07 D 09 0.85 1'9l T 01 06 0.61 ��- 1 0 � �� zX 1 0.86 q11 n m d X E S f 21-I/I W THICK ANGLES 0.61 0' an d d njF 1 00 O p " G1763-T5 ALUMINUM ALLOY Q' o N ttii ui SIDE CL05URC USE ONLY Z6 d Q 83 in L. Z 61 0.75 pATE: 10/26/2017 d d c 0.07 Z 0.07 3.36 N SCALE:NA TI 6A-ApIU5TA61P MAID I 2 0 DESIGN BY:PPMF 0.95 1.13 1.29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT 2.0 3.37 HEADERI SILL MOUNT 4••A TRACK 5HEET DRAWING#: LL-TRAC ON �THICKANG� 10-1/4•THICKANGLES 1' DR 1.5'- 120E 13 17-GGG 606OY 6063-T6 ALUMINUM ALLOY - c! A55OCtArON: SECTION OR 2A 2AINX ,A � � A TRACK 2 INSET MOUNT . 51X:1RED5EM TO AN ALUMINUMTRUSS PLATE NATtONAL APPROVED 5MUTTEK HEIWEEN WUOD TRUSSES A550CIATION L.L.C. 8717 MVV 1 17 ST,STE 1 titAtfM GARDENS,FL 33018 0, Tel.:(786)62 I-6706 b3 0.6Z Fax:(786)621-6708 25 (4 PER RAFTER) 5.00 ( a PRODUCT: WWW.NASASHUTTER.COM ---+- . 1!4`X 2 Ito FH TAPGONS d PENETRATION INTO WQOD WITH 2' MINIMUM 114N5•60G3-T6 ALUMINUM PLATESUPERNOVA PXIRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL OQ� � IMPACTED RATED I/4'X5` OR 1/8-XS' 6063-TG cT` EA ALUMINUM PLATE SECURED TO I ENGINEERING: RAFTERS AT MAXIMUM 24' QG ALTERNATE TO PLATE ofl A�I� //��1 tt�R�/+ SEE TABLE BELOW FOR SHUTTER ENGCV LNC. _ rim SPAN 8 PRESSURE I/4X2X5°6063-76 ALUMINUM ANGLE fni 5598 ORANGE DR 201 at i6 �w t 1/4'-14X 2' SELF DRILLING SCREWS I DAVIE, Pi. 33314 W a SEE SHEET 5 MOUNT TYPED _1JJ. Te 505-0304 ANCHOR TYPE D FOR ANCHOR SPACING 160""p0. 4E F/ L . �^�'''�-----5.!m 4 TER.rJ"�6nq N�i ALLOWABLE DF.51GNED PRESSURES ALLOWABLE DESIGNED PRESSURES 118X5°6063 T6 ALUMINUM PLATE �¢'��. ATO R I'D FOP SECTION X WfTN I14'ALUMINUM PLATE FOR SECTION X WITH 116 ALUMINUM PLATE � NAk s BLADE MAXIMUM DESIGNED BLADE MAXIMUM RESIGNED SPAN PRESSURE P5 SPAN PRESSURE PSF a tN BLADE I BLADE 10 (N 151ADE 1 I BLADE 15 11 60 2159 t 159 60 ±99 x99 o T Engmoer Seal 72 t 13Z 2 132 72 x82 t82 ALTERNATE TO PLATE o Pedro De Nmredo-PE 52609 84 =113 x 113 84 ±71 x71 I/8%(2'X5'6063-T6 ALUMINUM ANGLE o 90 =JOG t)OG 6u— x66 t66 w MIAMI DADE.APPROVAL. 108 t 88 t 88 108 t55 t55 126 t 68 t 68 12G ±47 t47 132 t 62 ± 61 132 ±45 ±45 144 +48 -52 +45-47 !44 ±41 t41 162 +30, 40 +28,33 162 ±30 +28,-30 NOTE: I-LINEAR 1NMRPOIATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE: 10]2r/2017 SCALE:NA DESIGN BY:PPMF SHEET DRAWING tx: 13 OF 13 17-666