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HomeMy WebLinkAboutProduct Approval MIAMI-DADS MIAMI-RADE COUNTY r PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315.2590 F(786)315-2599 NOTIC-E OFACCEPTANCE-(NOA 7---- www•miamidade eov/economy Just Shutter It,Inc. 1341 SW S.Macedo Blvd. Port St.Lucie,Florida 34983 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade.County RER-Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: `°Supernova"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. f/ / n 1I��/ /f - NOA No15 0513.03._ Miarti•oaoecourtrr ryt_/J„v�,t�/ 4�Ir` -E.Ar'ation Date:08/14/2019 e., Approval Date:08/27/2015 08/2 y/2o)S Page 1 Just Shutter It.Inc. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05 A. DRAWINGS 1. Drawing No. 14-131,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 11 of ll,and sht. 3.1,4.1,9.1,prepared by Engco,Inc., dated June 26,2014,signed and sealed by Pedro De Figueiredo,P.E.,on June 26,2014. B. TESTS 1. See Association's generic approval under 14-0155. C. CALCULATIONS 1. See Association's generic approval under 14-0155. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 14-0155. F. STATEMENTS 1. Release letter issued by the National Approved Shutter Association dated August 01,2014, certifying this product to meet the criteria ofproduct tested and approved, and allowing Just Shutter It,Inc. to use the test results approved under Miami Dade CountyApproval No. 14-0155,signed by Mr.Peter Loucks. 2. Acknowledgment letter by Just Shutter It,Inc.,dated August 01,2014 signed by Mr.Samuel Zaza. 3. Letter by Engco Inc.,dated June 26,2014,signed and sealed by Mr.Pedro De Figuriredo,P.E.,certifying that the drawing(No. 14-131)prepared for Just Sht titer It, Ina is engineering wise identical to N.A.S.A.'s generic drawing(No. 14-019.1). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets I through 13 of 13,prepared by Engco,Inc.,dated April 07, 2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 E-1 Just Shutter It.Ine. + NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS I. See Association's generic approval under 15-0629. C. CALCULATIONS 1. See Association's generic approval under 15-0629. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0629. F. STATEMENTS 1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De Figurkedo,P.E., cert?&ing that the drawing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No. 15-113)and complies with FBC,2014 Edition. H"y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 E-2 MANUFACTURER: = JUST SHUTTER IT we SUffRNOV�_k 1341 SW S.MACEDO BLVD EXTRUDED ALUMINUM ACCORDION 5HUTTER FFLORIIDA'34983 LARGE M 1551 LE I M PACT RE515TANT Tel.:(7 19 Fax:(772Tel.: ))6773-053-05 88 WW W.JUST5HLITTERIT.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-HV11Z PRODUCT: I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER,DESIGNED.CONSTRUCTED AND 5UPERNOVA ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM AND WIND BORNE DEBRIS(LARGE AND SMALL M155ILQ WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. LARGE 6 SMALL IMPACTED RATED 2-CODE:THIS PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC.IcAelrs 5595 ORANGE DR 201 'JUST 5HU17EKITINC-PORT ST.LUCIE 7 FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585.0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' ENGCO@AOL.COM SHEET -••- - -DESCRIPTION' 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BYArrrrr•••••••'••% I TABLE OF CONTENTS,GENERAL NOTES.U5ER INSTRUCTIONS �,r� PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED PE51GNED d00�'•DE•FfGG�y PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE d�Q•,+ � /�s USED. 2 TYPICAL ELEVATION,ALLOWABLE1 BLADE PRESSURE TABLE , 1 A AND GLA55 �• •• s'` SEPARATION TABLE 2 4R' 5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORAS NOTED. No.5 609 1 3 TYPICAL SECTIONS A.B 1.B2,B3,54 WITH ANGHORAGE TABLES ' G-FASTENERS:ASSEMBLY SCREWS AND ANCHOR5 SHALL BE AS SPECIFIED IN THE CURRENT SET OPA• �TYPICAL SECTIONS B 6 C WITH ANCHORAGE TABLES *; \� STAT F �•� DRAWINGS.INSTALLATION AND LOADS AS PERTHIS APPROVAL. s `"+;N[0 R 10.•' a.�� 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 6 GH WITH ANCHORAGE TABLES ••',�s "•••• Cs��� ION01 TO VERIFYTHE FOLLOWING: SAL �� 7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 I WITH ANCHORAGE TABLES •'••••••'r'��rr� JUL 30 Z01 2015 ANCHORAGE. 7 JAMB AND CORNER 5ECTION5'J' 7.2-THE SITE SPECIFIC PROJECT CRITERIA.SUCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE Engineer Seal REQUIREMENTS.DESIGNED PRESSURES ETC. 8 LOCK MALE k FEMALE 5ECTION5'If Pedro De Figuuredo-PE 52609 7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OFTHE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL: FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASEE12 STANDARD LOCK5EGTIONS'N' PRODUCT REVISED FOR WIND LOAD HAVE BEEN USED. as complying wilhtheflorida dc Dwiding(b BILL OF MATERIALS.ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AccWwa No -o )3,03 "I {oaUale 0 )9 USER INSTRUCTIONS: COMPONENTSI-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. SECTION'X"DETAILS 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS PER SHEETS 3,4.5 4 G.SECTIONS ARE INTERCHANGEABLE. SHEET DRAWING N: 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G PRE55URE FROM GENERAL NOTES 4 MANUFACTURER: JUST SHUTTER IT ING TAE3LB!� TABLE I A � 6� 1341 SW S.MAC=BLVD MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #1 4 1111 B BLADES PORT ST.LUCIE SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRESSURE 1901 i� i� FLORIDA 34983 BLADE SPAN Tel.:(772)201-9919 PRE55URE(P5F) BLADE SPAN PRESSURE(P5F) "n+m f ALL ALUMINUM BLADES Fax:(772)673.05458 INCHES PNEG INCHES 5 _G L )J WWW.JU5T5tiUTTMT.COM GO— GG 158 158 66 158 158 72 144 144 72 144 144 78 133 1 133 78 133 133 PRODUCT: 84 124 1 124 84 124 124 INTERIOR/EXTERIOR 5� 90 116 116 90 116 116 5UPERNOVA i i i—� COMBINATION EXTRUDED ALUMINUM 10 108 108 10 108 108 IDD• ALUMINUM/LEXAN BLADES ACCORDION SHUTTER 104 13 13 104 )3 13 rroo Buoes CAN BE ARRANGED w MNIY LARGE a SMALL 108 93 93 108 93 93 COMBINATIONS AS RCOUIRED IMPACTED RATED 114 83 83 114 83 3 IB IB 120 75 75 120 75 75 INTERIOR/EXTERIOR 126 68 68 I26 68 68 132 62 62 132 61 61 ENGINEERING: t!d 57 57 138 53 53 ENGCO INC, cnal:G �48�"52""- ' 144 45 47 tNTERtpR/YDCTFRtOR LV47 41 48 - 5585 ORANGE DR.201 30 40 162 28 33 iH IH� SB—, DAVIE, PL. 33314 .. ...._.. ._. . .. rm NOTESi _....-. m .--... .. ._ ._ .. .- -j . ... .... All:LEXAN BLADES -• 'TeENGCOQAOL.GOM 4 ._ ..... I-ACCORDION 5HUTUP.BLADE SPAN(INCHES)rOXML CON=ONS 2-FMSSURE-OMIGN LYtND LOAD#W) 3-UI ArRIMVPOLg11011 IS ACCrTABLE rOR I)CSIGH%IM LOA65 Am BlADC SPAN BENO! .� INT , nar+u++ 4-Ur6 ADYAM='1YAA4W1EES. wROREOR NOM3D DE r " s-BwoE REVfRtD nSBraLAnal sauavreD roRau MOUt1fCD oolromoNS `gyp*ems � ,_` E�� TABLE 2 '4 No. 2609 ' MINIMUM SHUTTER SEPARATION FROM GLAZING *! * ' TYPIC---------------EIE ---- .._ TYPIGAMR055:5fCOON STAT' F a a.e,c,o.E,GH KI P �v TBP TRACK GLAZING SEPARATION (INCHES) $,D'��s F�0 R Id�^ rs t- BLADE TYPE BLADE SPAN r <=60° <-104' <—I62' aeu„ur u ALUMINUM 2' 2 3/4' 3.125° JUL 3 Q 2015 < n «� Guzx ALLELEVATION5 EngmeerSeal Pedro De ligvetredo-PE 52609 C3 ' LEXAN 3' 3° 3° L, M. N 1 <=301 ELEVATION MIAMI DAD€APPROVAL: U a PRODUCTRBV)sen < z UYAN 2 1/8' 3' 3° J As lKwAing wide the Florida w >30'MEVATION RWIdiag Code FWD0 0sr v3 NOTES: ion Dago O' ILt I-SE mwniaH PROM GLAznG AREAS St�LL Be MCA5URED PROM i GLA7ING SURPACe TO THE INIIER MOST BLADE OR LOCI,SURPACE. E _ '2-GlA595CPARATION L4A1'rUCAIILC?EP,.YHC NvIu{BRf7Npp1/AN' M4mID ndula CBnf'o y Mutat-DADS COUM ES). 3-LAF4 5T GEAR 15 A95EMBLPD wt LL BOM TYPC9 Or BIADES TIC tARtr9T GLASS SEPAQATLON StU11APPlY. A,8,8i,82,B3, DATE:04/07/2015 BOTTOM TRACK SCALE:NA C.D,E F G.GH DESIGN BY:PPMF SHUTTER WIDTH ISW)84 NO LIMITATION SHEET DRAWING#: 2 OF 13 15-14G MANUFACTURER: TYPICAL SECTIONS A.131,152,153,134 AND ANCHOR 5CHEDULE - -f 1/1B JUST SHUTTER IT INC 1/4-14X1' GR5 SDS OR a z810X3/4' TEKS 5ECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341'5W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'DC PORT 5T.LUCIE HEADER OR 5ILL16 FLORIDA 34983 or7tDNaL c•pm Tel.:(772)201-9919 2,2A 6 ADJUSTABLE TRACK BACK Fax:(772)G73-0588 11 C 1- ON REVERSE ANGLE WW W.JUSTSHUTTERJT.COM m EMBED. w -1' 511-1.ONLY 4' w N ` ANCHORS DESIGNED rm W ti 6A I•,' AS PER SECT I ON B4 EDUCT: —t ANCHORS DESIGNED = 10 t W ON TABLE BELOW SUPERNOVA AS PER SECTION A ti r_ z a ON TABLE BELOW o EXTRUDED ALUMINUM 1/1 B ACCORDION SHUTTER = 0. 1/4-14X1''GR5 SDS OR LARGE c5MALL 1/ w o 4-2OX3MW5NOC +IMPACTED RATED SPACEDAT EMBED.•---� SECTION BI s y 1/1 B 'A°TRACK ON ENGINEERING: REVER5E ANGLE _' r SILL ONLY ENGCO INC. CADIIG rw :ru>•r:. z a 1/1 B 5595 ORANGE DR.201 ANCHORS DESIGNED vai SECTION B3 DAVIE, FL. 3331 4 AS PER SECTION BI 1110X3/4' TEKS Tel.: 954)585.0304 E w ADJUSTABLE ON ENGCO AOLCOM 4 -. ---- l l--i"• a FON -. u'- • _ 1- a AT'�12' OC STD ANGLE � n W A ._�-, w SILL ONLY • _ '- ANCHORS DESIGNED 1/4-14X1'.GRS SDS OR s, w 6 �z AS PER SECTION B3 1/4-20X1/2' HHMS W/NUT ,. EMBED. j_1 ON TABLE BELOW . .• �O= SPACED AT 12'OC NO. 2608 1 T STA F lI� rn '� 10 EMBED 7, �A��'-ti(OR 0•r• � ��. a : •`wl. ANCHORS DESIGNED .;r�ONALr��G w a 1/1B a AS PER SECTION B2 "�•n.nnnr� = J�( w a ON TABLE BELOW 1/4-14X1' GR5 SDS OR � P71UNAL 2!1 1/M1-20X3SPACEDMATWSNOC W � ' wQ ,LUL 30 2015 � t� j- Engineer Seal y �I MAX. BLADE SPAN IN INCHES Pedro De Figucredo-PC 52609 1 4 11 :i EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRF55URE(P5F) SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL: SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 1/4-14X1' GR5 SDS DR PRODUCIRBVISED 1/4-20X1/1' HRMS W/NUT 'M TRACK ON s E EI E E1 E E1 EI E E1 m�p;Codo+'Ilh the Florida STD ANGLE 14 40 31 62 36 93 46 124 60 160 84 Accfp Code SPACED AT 12'OC Aoeepl ion No f S A3.03 SILL ONLY SECTIONS 12 40 36 62 44 93 S4 160 70 1 0 98 lupi non Dnto �19 A,B1,B2 8 40 40 62 62 93 81 124 105 160 146 IMP MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 T1Y 4 40 40 62 62 93 93 124 124 160 160 Mlmn Dazf u Couvo tc SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON 5PACING IN INCH E5 ON CENTER DATE:04/07/2015 ANCHORAGE SPACING 162 132 1 08 84 1 60 5CALE:NA A AI B 181 IC ID A Al B B1 C D A Al B Bl C D A Al H B1 C D A AI B B1 C D DESIGN BY:PPMF 14 40 -- 40 40 40 40 62 -- 62 49 62 49 1 90 122 193 60 92 60 116 29 124 77 118 77 1 0 40 160 108 160 107 SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 A,B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160 B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 12 124 124 160 94 160 160 160 16D SHEET DRAWING 8: 4 40 40 40 40 40 40 62 62 62 62 62 62 43 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146 MANUFACTURER: ANCHORS DESIGNED TYPICAL SECTIONS 0,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH ON TABLE BELOW ON TABLE BELOW 1341 5W S.MACEDO 13LVO ED) EDGE FORT ST.LUCIF (ED) EDGE FLORIDA 34983 DISTANCE Ld DISTANCE Tel.:(772)201-9919 ED. Ea Fax:(772)673'0588 6A Www.jU5T5HUTTERrT'COM 5�Z;= V/LEG T 2A N #IOX3/41 TEIS 'V/LM PRODUCT: C= SECTION D AT 121 oc IR INSET MOUNT W/ SUPERNOVA T_ TRACK 2 OR 2A —(ED) EDGE w DISTANCE OCTRUDED ALUMINUM w HEADER OR SILL ACCORDION SHUTTER "r aLARGE t SMALL SECTION Iff IMPACTED RATED ANG EDGE E 1 ANGLE INSET MOUNT --HEADER OR-111 1/4-14X 3/4, TEKS kSPACED AT 12'OC ENGINEERING: W D 5ON FNGCO INC. etld X ADJUSTABLEMDfUiNT 5595 ORANGE DR.201 ANCHORS DESIGNED ILL DAVIE, FL. 33314 .� _ j AS PER SECTION E Tel.;(954)585-0304 ON TABLE B ENGCO@AOLOOM 3,3A 1/4-14XI' GR5 SDS OR 1/4-E0XI/2* HHMS W/NUT. E SPACED AT I2'OC OR fils" c1x0 , w Na.` 2609 <1 _j F Rv MAX. BLADE SPAN IN INCHES 10 SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE A 3 0 2015 MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN I N G H E 5 ON CENTER Empled,Seal ANCHORAGE SPACING 162 1 3 1 IDS 1 84 1 60 1 162 1308 84 60 Pedro Do P�3vcrrecfa-IT 52609 A D C In A Ir- in I A I R Ir In I A In Ir In I A I C n E E211E E E 16 22 27 1— 27 1 33 6 28 34 41 53 74 MIAMI DADE APPROVAL: jj 20 34 1 40 12 12 30 1 36 1 121 26 45 54 26 a 59 169 134 41 91 97 48 57 1 2 37 45 55 71 99 SECTION D a 41 1 55 7 40 -148— 86 1103151 61 121 L45 6 8 40 62 83 106 149 PR0DUC`rRHV1SPD 6 40 G2 52 1 '60 L 124 T60 90 46 155 1420 6 143 11 93 153 64 11 -1241 8 160*1 0 L95 �11 5 6 40 62 93 ascompi ins vdth tho Florida _T_ 40 1 40 140 140 62 162 162 62 93 93 T 79 93 124i .I y 1241102 0 62 93 124 160 suildlagoodu u; - I No T-06 o3 22 Acocp'-. I. I 52 3 27 32 20 -- 1 34 1 39 24 123 1 43 1-51_31-130d 60 71 44--142 r1vI 1 .1100 SECTION E 8 1 31 136 22 2 :1161 1 54§4 27 126 1 49 15' a By TF — 1 148 _j'0_ 1 9 59 82 =hID 'UdC40Mej 6 19 4 23 1 4 —. 1 1106 65 162 1 6 78 10 4 40 _40.26 35 1 6? 62 TS 1361160 98 193 4 40 52 64 82 115 112 - - jA 2 1 23 1 2 -- - - 25 29 30 1 36 3 21 39 46 29 27 1 55 164 143 27 —9 24 30 37 47 66 DATE:04107/2015 125 1 e;3 1 44 JbI 13Z3 130 1 61 172 1 42 27 34 41 53 7 SCALE:NA 25A DESIGN BY:FPmr SECTION GH 2 28 Y3 1: 9 34 1 40 -;f4 28 134 131 59 169 143 140 1 82 196 1 371 451 55 71 99 6 50 36 123 21 T7 et 4 40 1 40 134 31 56 62 42 38 1 6 1 BU 151 147 1 98 1103165 160 1 1231144191 84 4 38 471 97 74 103 SHEET DRAWING#: 5 or 13 15-146 TYPICAL SECTIONS G,f AND I MANUPACTURM- AND ANCHOR 5CHEDULE JUST SHUTTER IT iNc I/IB 1341 SW S.MACEDO BLVD z PORT ST.LUCIE ra I/IB A¢ 5Ecriom I FLORIDA 34983 Tel-4(772)201-9919 R RECE55CD MOUNT] Fox.(772)673-0588 010X3/4' TEKSSILL ONLY AT 121 oc x WWW.JU5T5tlUTTEFJT,COM w If-if SECTION G 7 PRODUCT: ANCHORS TYPE ADJUSTABLE MOUNT 51U.ONLY EDGE CLEARANCE(5c) A, B, C OR D SUPERNOVA INTO CONCRETE-4'(3000 SPACED AT 48'13C PSI CONCRETE) APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM INTO WOOD-2 1/2'(WOOD SG:0.55) EDGE I E0 INTO MfTAL:2'(0%&TGxLu=AmmA3csmi) _c CAP CONDITIONS FROM TABLE I ACCORDION SHUTTER LARGE t SMALL rrm IMPACTED RATED (ED) EDGE STANDARD LOCATION 'p. DISTANCE ANCHORS SPACED ALTERNATE LOCATION ANCHORS SPACED AS PER SECTION G ci ENGINEERING: ON TABLE BELOW (ED) ca w AS PER SECTION GI ON TABLE BELOW EDGE FNGCO INC. DISTANCE -yy I/ID 5595 ORANGE M 201 DAVIE. FL. 33314 ALTERNATE CED) Tel.':(954)585-0304 EDGE DISTANCE w *A!TRACK INSET MOUNT ERGM@AOL.COM SILL ONLY ,0"' DE 0! SQ ANCHORS-DESIGNED sA - 0 AS PER SECTION F % I I ",I / ON TABLE BELOW 9 4-1 STA OF A1 o I /ONAL (ED) EDGE JUL $0 20% DISTANCE MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON IR' Cnqmcer 5e-al SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE {PSP) BASED ON SPACING IN INCHES ON CENTER Pedro Da Figuamda-FE 52rO9 ANCHORAGE SPACING 162 1 32 8:3 1 84 1 60 16211321108 84 60 MIAMI DADE APPROVAL, A B C D A 5 IC I ifik- C_ D A 111 IC ID I A IB I E E E E 16 20 1-- 1-- 1 32 38 4 27 16 -- 21 26 33 46 PRODUCrREVISFID) 3 3 4 1 e5 8 27 -- -- 28 33 120 20 36 43 5 5 51 60 35 35 ase mplying%ith th.Rosida 12 -- 22 -- -- 23 2 50 30 29 4 - 153 12 23 28 34 4--&?-- ECTION G B 28 33 20 20 35 41 124 55 1664 38 76 a 34 42 51 _66 92 128 1 190 53 6 381 4U leb 1 2 50 1 1021120171 70 6 40 56 ki 4 3 32 56 67 39 39 73 186 1 1 Amflivice N. 6 1 46 P, N 68 _W9 23 14 1 40 1 40 139 139 62 85 59 2 —— jq 4 7 'qQ 6 jR gg 53 6 SECTI NO 12' 387 69 3 a d5 102 123 9 9-0 127 Gi ORF B 4040 120 127 46 W56 ?5 153 it 70 59 72 28 34 11 21 35 42 -- 125 1 f4 23 31 55 6 29 40 76 93 41 55 0 130 140 62 54 93 t :72— 153 160 9 124 L60 37 5 45 162 1 109 124158 79 17 1 40 14U 1 40 62 62 4j9 162 1 93 93 1�,U fi' 124 124 IZZ 061 60 1 108114 124 160 95 1� 11611 _9Z- 4 4U.1 40 140 140 62 62 62 192 1 93% 124 124 124 160 160 Imm 4 40 62 93 124 160 DATE.04/07/2015 SCALE:NA DESIGN BY:PPMF SHEET DRAWING#: C OF 13 15-14G MANUFACTURER: TYPICALHORIZONTA.L JAM AND'-GORNEF�56CTON.,'5 J JUST SHUTTER IT INC OPTIONAL SEALANT 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE MIN, (3) ANCHORS FLORIDA 34983 ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D Tel.:(772)201-9919 IS NOT NECESSARY _JAMB-CI.05URF- 4'EFROMS7EmD� -5ECTIONJ-J- Fax.,(772)6730588 WALL MOUNT= AND MANIODDLt -JAM5-CLO5URff— WWWIJUST5muTTEPJT.COM IN5F-T MOUNT (X2) #IOXI SDS IA) 9 9A TOP AND BOTTOM EIIEMI PRODUCT. IA �TRACKS I 5UPERNOVA r fXFRUDZ0 ALUMINUM ACCORDION 5HUTTM LARGE 4 5MALL IMPACTED RATED cu ENGINEERINGt �TOP & BOTTOM TRACKS IfNGC0 INC. caattc 5595 ORANGE DR.201 DAVIE, PL. 33314 Tel.:(954)505-0304 ENGCO@AOL.COM IB E F ANCHORS TYPE A B C ORD % SPACED AT 24'13C No 52609 •4(ED) EDGE 'IS ED DISTANCE DISTANC ST w 1,64 J; F-J 2] —i URE APFB CLCT5UPE mou BUILT-OUT MOUNT 21 OR 11 JUL 3 0 2015 #I0X3/4' SS SMS OREmweer'eaI IA 3/16' POP RIVETS SPACED AT 24'0C SECTION J3 11101 Fc4r*Do Mgmredo ":'III CORNER CL05URe MIAMI DADE AffROVAU ]FRODUCrILEVISED w omplying%,-Ili%the Florida vwwaceda Ian Date oJcJ cu c1conit DATE:0410712015 SCALE.NA 7 OR 7A DE51GN BY:Privir 18 19) PUSH DUTTON LOCK LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE 5HEff DRAWING#; 7 Of 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL SECTIONS HD LOCK SECTIONS L JUST SHUTTER IT me 1341 5W 5,MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 NOTE:SHUTTER CAN BE LOCKED FROM I WWW.JU5T5HUTTERJT.COM INSIDE OR OUT51DE BY PLACING LOCK INSIDE OR OUT51DE AS REQUIRED. cu SECTION L LOCKBADE SECTION CLOSE POSITION PRODUCT: w SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL —L IMPACTED RATED MAM ENGINEERING: ENGCO INC. cAt,... u 1B 5595 ORANGE M 201 18 1DAVIE, FL. 33314 8A Tel.:(954)5135-0304 8 ENGCO@AOLCOM DE F COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN ANCHORS TYPE NO 52609 1 INSTALLED ON SHAPE :8 A, B, CORA SPACED AT RVOC ST OF P6% ON L LOCK BLADE WIR7 re 5921E 51ECTION ON +.,�D SOP,'y����P� LOCK 1A if/o OPEN POSITION DOE" 7 peered 3 0 205 Vagmer Seal Pedro Da Fgmredo-PE 526.09 eldl MIAMI DAVE APPROVAL V-91 Lit PRODUCrriEVISPID, 43 cmplyina with the I'lodda WdlogCodc L N I Acceplaacotloffwox I Miami 19 GA—/ 8A it 1 1B DATE:04/07/2015 COMMERCIAL MORTISE LOCK W/ SCALE.NA EXTERIOR KEY OR THUMB TURN DE51GM BY:PPMf --104 AND INSIDE THUMB TURN L COMMERCIAL MORTISE LOCK TW/ 1 INSTALLED ON SHAPE 8 ,B—/ EXTERIOR KEY OR THUMB TURN iH AND INSIDE THUMB TURN 5HEET DRAWING#: L INSTALLED ON SHAPE 8 8 OF 13 IS-I 4G MANUFACTURER _TY.P_ICAL HOR_IZONr L-7 JUST SHUTTER IT INC UNfMATE L"OCK SECTIONS M LUCKING PINS APPLICABLE 1341 SW 5.MAGEDO BLVD ONLY AT OPEN POSITION PORT ST.LUCIE TO SECURE STACK FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 -au 7A W1AW.JU5TSHUTTERIT.COM cu NOTE:SHUTTER CAN BE LOCKED FROM INSIDE OR OUT5IDF BY PLACING LOCK - � PRODUCT: IN51DE OF OUTSIDE A5 REQUIRED. c; LOCf6iXSECTIOIdyv y—W -�-cCosEPo5mm 7A 5UPERNOVA ay 4 EXTRUDED ALUMINUM 0 a w ACCORDION SHUTTER Li w LARGE 4 SMALL 14 IMPACTED RATED ENGINEERING: 7 OR 7A' 7 OR 7A ENGCO INC. �,att6 5595 ORANGE DR.201 °SOD 7 OR 7A DAVIE, FL. 33314 N I .. ._ .. .... ._. ENGCO@AOL.COM / Tel.: 555-0304 - -. IBJ - ._ _ - 1/4-20X3/4•THUHB SCREW LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE pt DRILL AND TAP.OPPOSITE 1/4X1 1/2 PULL PIN 'ttO� ,�E ��^� 6� 3S BLADE TO RECEIVE SCREW INSIDE DR OUTSIDE dp,� C'EN�'Q'`'"'('•./ (19) PUSH BUTTOH LOCK" Q LOCATED ON ACCORDION. . , No.52609 INTERIOR DR EXTERIOR SIDE " ALTERNATE SECTION M I '� STA F _ LOCK BLADE WITH 'SECTION"M� STARTER BLADE SECTION • .. L-LOCK OIADE SECTION OPEN POSmON �QNAL t'tp ��'••anOp��t�t AANCBORC ORPD JUL 8 0 ?.015 7 OR 7A SPACED AT 24'OC Engineer Seal Pedro De Figuevedo-PE 52GC9 7 OR 7A--, IA mx", .J MIAMI DADS APPROVAL: a MODUCI'REVISOD r tomplying with,the Florida Building Code Acocptence No 5!3 03 u m 7 OR 7A on Dalc 0 0/9 By Np 1Bt 1: 1 1 PUSH BUTTOH LOCK 7 pR 7A nde tCon o LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA DESIGN BY:PPMP 1 I 1H I� 1B 5HEET DRAWING H: 9 OF 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL 5ECTION5 STD LOCK 5ECTION5 N JUST SHUTTER IT iNc 1341 5W 5.MACFDO BLVD FORT ST.LUCIF FLORIDA 34953 Tel.:(772)201-9919 Fax.(772)673-0588 NOTE:5HUTTEF CAN BE LOCKED FROM WWw.ju5T5t1UTTfRIT.COM IN51DE OR OUT51DE BY PLACING LOCK INSIDE OR OUTSIDE AS REQUIRED. t SECTION 11 z cu LOCK BLADE SECTION CL05F POSITION PRODUCT. Z'x k3 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SMUTTEF LARGE 4 SMALL IMPACTED RATED ENGINEERINQ (u ENGCO INC. cAaflc 1B 5 5595 ORANGE DR,201 22A DAVIE, PL. 33314 Tel.:(954)585-0304 ENGCO@AOL.COM- 4— 22. 22D "o D Ff ........... No. 2609 1 1 t ANCHORS TYPE A, B, C OR D SPACED AT 24'13C Q SECTION N ALTERNATE 5ECTION N I ;!�% 1, 0 R LOCK BLADE vATH • LOCK BLADE 5CCnON STARTER BLADE 0 SECTION /ONA OPEN POSITION IA) "'It"1101"'o" JUL 3 0 2015 34— —2. 15--� Engineer Seal Pedro De rjvevado-PC 52609 -- MIAMI DADE APPROVAU !2 ?Ro')ucrkvlsFD ilea with ft FIM4. bWfdftCo& A-epWw?,%155i»05 3.o3 22A 22 :hg6d;4172--r-f- 3, 11 22A—/ 22B DAM 0410712015 22 SCALE;NA DESIGN BY:PPMr ID iD 5HEET DRAWING#: 10 OF 13 15-146 MANUFACTURER: C:CYEICP,L BB E-A5 MES MES 6L1r BILL Of MATERiAt5 JUST SHUTTER IT INc 13 1g 13A ITEM DESCRIPTION MATERIAL MANUFACTURER 1341 SW 5,MACEDO BLVD PORT ST.LUCIE ! BlAOE 6063-6 ALUMI M .A .A. FLORIDA 34983 16 19 IA STARTER BLADE 6063-T6 ALUMINUM N.A,S.A Tel.:(772)201-9919 IP110UL 15 COMPOSITE BLADE 6063-T6/LEAN N.A.S.A. Pell,{772)6 01-9918 20 t 4 IC FLOATING STACK BLADE 6063-T6 ALUMINUM N.A,5.A Fax:(7 2)G73-05m Fj 2 CEILING TRACK 6063-TG ALUMINUM N.A5.0. 16 of 3 1'/1/2'WALL MOUNT TRACK GOG3-T6 ALUMINUM N.A.S.A 14 1—/ 3A 2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.5.A. 1 H4 'X TRACK 6063-T6 ALUMINUM NASA 5 RECF55ED TRACK -T6 ALUMINUM N.A .A PRODUCE: 6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A5.A. 6A ADJUSTAB,E TRACK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA 1fEADER 'I 1' 7 UNIMATE LOCK BLADE WJO LP 6063-T6 ALUMINUM N.A.5.A EXTRUDED ALUMINUM0.14 7A UNiMATE LOCK BLADE W/LF 6063-76 ALUMINUM N.A.5.A ACCORDION SHUTTER 8 HO FEMALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A 8A HD MALE LOCK RADE 6063-TG ALUMINUM N.A.S.A, LARGE d SMALL BLA13-d I OX3'HH BB HD ADAPTOR FILLER 60G3-T6 ALUMINUM N.A.5,A. IMPACTED RATED 410 S AINLESW 9 I'JAMB CLO5URE 6063 T6 ALUMINUM N.A.5.A. 4 I O STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.A5.A. !0 114-2X ANGLE 6063-T6 ALUMINUM N.A5.A. II 1/8-2X ANGLE 60G3-76ALUMINUM N.A.5,A ENGINEERING: 0,19 12 WHEEL CARRIER PLATED STEEV NYLON N-A.5.A ENGCO INC. cA at 16 SILL. a 13 q 1 OX3'HH BLADE SCREW 410 STAINLESS STEEL N.AS-A o N T3A R I GX "HH BLADE SCREW 41051 . 5595 ORANGE DR.201 14 0.44'DIAM.FIAT WASHER STXNLF55 STEEL N.A,S.A DAVIE, FL. 33314 d I S 0.46'0 x 0.93'BUSHING NYLON N.A5.A. Tel.:(954)585-0304 16 0.46'0 x 0.65'WC"r"L BUSHING NYLON N.AS.A ENGCO@AOL.COM 14 1 14 --- 19 P115h1•BUT70M LOCK . 1 H 20 I l2k318'WHEEL SPACER NYLON N.A,S.A. ;�prerrrslyy 15 �ISt3N� 0,424 I/16'-IX2 IX2.5 1X4 1.5X3 ANGLES 60G3-T5 ALUMINUM N.A,5.A 2S STD Ft:FiAt.E LOGK BLADE 60G3-T6 ALUMINUM N.AS-A '�Yp''{� CiEN f!/F�'•,�• 13 13A 13A-01 OX2'HH AA 22A STD MALE LOCK BLADE GOG3-TG ALUMINUM N. S. ' BLADE SCREW .. 225 STD LOCK KEEPER GOG3-T6 ALUMINUM N.A.5A •,I� s 410 5TAINLE55 STEEL No.52609 1. 0.500 0 q 6 0 STATE OF A 0.466 0.390 1 O 0.20 0.390 � � 0,44 0.03cj �'� �'�0R.1��. \�1'�• 0.310 EF2 }II' d�-14-14 ` JUL 3 01015 o < $ 14-0.03'X 0.44.0 En sneer Beal © EEL 4 STAINLESS rwasneR ANCHOR SCHEDULE Pedro DeP raan-FE 52609 BY I G-.46'0 X,65' 15-.46'0 X.93' MIAMI DAVE APPROVAL: 0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D. 20.112'0 x 0.36• )--A'-`t 1/4'ITW TAPCON INTO 3000 PSI CONCRETE 1.75 3.0-.,L PROAUCEREIYISDU NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 0"plying with ftRet)de SPACER •'•-A F"4 14`ITW TAP N INTO CONCRETE 6L I •pa BolldindCode 14° I ULTRACON INTO CONCRETE BLOCK I 2.5 AqIQ" B 114-20X!ALL POINTS SOLID-SET INTO 3.0 K51 CONCRETE 0.8.8 0' 75 3, 4Bxp1 Loo UAIe BI 114-20X I ALL POINTS 5355-5ET INTO CONCRLTE BLOCK 0 5 By C 00 LAG SCREW IN O G= WOOD L.5 A11eni pod tt Contru! 12-WHEEL CARRIER D 1/4"- SELF DRILLING 5CREW5 INTO 1/8°STEEL OR ALUMINUM 0.75 STAMPED 55 WITH --- 0 NYLON WHEELS E 114 CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 re E I I/4°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1 1.25 1 3.0 DATE:04/0712015 NOTES: ID:cote DISTA14CC S11AIL Be OM140 WALL UM5511I0 SCALE:NA .o cMM MB[DMflrra=atBEYOT WALLDF155ING DESIGN BY:PPMF 114'TATCON.N4'CFt -M.M 114 WOOD SMAC CAN ac U50 IN M ACE Of Il4'SAG 5CFL415 O (--1.24--1 5)1EET DRAWING Al: I I OF 13 15-146 SHUTTER COMPONENTS MANUFACTURER. -4.54 4.56 192- JUST SHUTTER ITINC Of 4,56 0, 4.08 0 3.23- 0,46 17 1.24--1--1.99- M61 2.85 134 1 5W S.MACEDO,BLVD §I OL PORT ST.LUCIE 0-1, Q 97 FLORIDA 34983 C5 1 ^ Tel.:(772)201-5919 (u C5 !--F'S 1.23 3... -t ;/7--Dff d fax.-(772)673-05W 01 , -T---�--T 3.21 ig r % IB-COMPOSITE 48 wwwju5T5HuTrew.com ---------- �005'ACCORDION BLADE ALUMINUM/UYAN BLADE 1.45�+ d UYAN POLYCARBONATE APPROVED 7A,-UNIMATE W/LP AS PER NOA 13-0717.01 ,­5NjM 7Ip LOCKING BLADES 0,41 6!LW,d XL I 02UV LOCKING BLAOE5 PRODUCT: I A_BTARTM BLADE 4.61- 1.83 0.51 2.31 SUPERNOVA 1.-1.77- 151 EURUDED A MINUM . u 0 ai- 3Z LU aT- 4.08 -F 1.56 .4 -: ci ACCORDION 5HUTTEK LARGE 4 SMALL IMPACTED RATED hh in .6C3 2: 00: 0 G 1 a�E; 8B-ADAPTOR FILLER I C-0.05'FLOATING STACK BLADE A 64 rjj 99 USE WITH 8 AND 6A0.07 04GINEERING4 RD cs 2-INSET TRACK W RG OPTIONAL C;L LEE 3.0 ENGCO INC. CAal i6 0.13 HEADER/SILL MOUNT l'-1&08 -0,64- 5595 ORANGE DR.201 2.1-INSET TRACK W/O RG 8A•MALE 110 M 60 DAVIE, FL. 33314 CAUL HEADER I SILL MOUNT 5-FEMALE HO LOCKING BLADE Tel.:(954)58"304 T. T- 3.93 LOCKING BLADE T ENGCO@A01.COM TR=s 3.a I ...... 3A AND 3A.I CE55LD TRACK 0.IDti ci ♦ E cy 60 LINT ONLY + ci a to cu 2.83 No. 2609 2.41 86 HEAD MOU "'64 a 60 RECI ,'LL M, H S_RECr, SILL + a' -T a 0.77 '831 0:"' 2,4 1 OL 'p, I . STA 0 0.61 13 + d 0.07 RG 3A�2'BUILD-OUT TRACK OPT 98-HO JAMB CLOSURE ....... OPTIONAL d ci 0.86 MADER/SILL MOUNT OL 6 IT to m0s""' r-CR 3A.1-2-BO TRACK WID cs .59 --10,61 RAIN GUARD(RG) 2213-LOCK KEEPER INSERT -2.70 O.07 22-FEMALE STD 22A-MALE 57D 9z-v JUL 802015 RG LOCFJNG BLADE LOCKING BLADE :IAMB CLQkuC7 Enswteer Seel C:� �/&-BUTIT-OUT TRACK 13PTILINAL V) Pedro Dc rtgue,redo-PE 52GC9 EADCRI SILL MOUNT 60 J'BO TRACK W/O Q.125 0.25 MIAMI DADE APPROVAL; L_ N GUARD (RG) -a.43- 07- 9A-0 JAMB CLOSURE PRODUCrROVISED, 0.86 'F 0.09as 0,61t- 0.06 complying willi the Florida fluilfta Coda T T, AccVWxe tjo45��o )3.OT N Z>� 0"' i'i �V" i 0.61 -T coi 21-1/I G'THICK ANGLES 0.06 o a, 6 L 00 4- 6063-T5 ALUMINUM ALLOY Q 03 C�j L,3Di ' SIDE CLOSURE USE ONLY c3 6 (0107 2.09 2.64 0.75 07 3.X DATE:04/07/2015 2,23 rh T .1 SCALE:NA 0.95 {--i.13-4--1.29 G-ADJUSTABLE FEMALE 37 HEADER/SILL MOUNT GA-ADJUSTABLE MALE DESIGN M rpmr HEADER!SILL MOU2.0----� NT C=54tL1' M ING# rKILY IO-)14*Tf1ICKANGU!5 V OR 1.5' 125or 111M 3 UPAW L Wq3-TG.ANUN1' ALLOY 6063-TG ALUMINUM ALLOY 15-146 : U.V MANUFACTURER. 5ECTION X JUST SHUTTER IT INC TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACED0 BLVD BETWEEN WOOD YFW55E5 FORT ST.WClf FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 WWW.JU5T5HUTrEFJT.COM 0.63 0.62 1.25�1.25+1.25 r--5.00 (4 PER RAFTER) cu PRODUCT: 1/4'X 2 1/4 PH TAPCONS -T oWITH 2' MINIMUM 114'X5'6063-T6 ALUMINUM PLATE 5UPERNOVA PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL -L� 5.00 IMPACTED RATED tn mozw/zm] (u 1/4'X5' OR I/8-X5' 6063-T6 2,2A ALUMINUM PLATE SECURED TO ENGINEERING: RAFTERS AT MAXIMUM 24' CC ALTERNATE TO PLATE _Tr SEE TABLE 13ELOW FOR SHUTTER 14 27X 5�MG-0"G3 .ALUMINUM FNGCO INC. SPAN & PRESSURE 114*X2X5'GOG3-TG ALUMINUM ANGLE 5595 ORANGE DR.201 1/4'-14X 2' SELF DRILLING SCREWS DAVIE, FL. 33314 F- w2Tel.:(954)585-0304 SEE SHEET 5'MGUNT TYPED ENGCO(YAOLCOM tL wy ANCHOR TYPE-D FOR ANCHOR SPACING 1/113 so E Eli 5,00 ¢ NO. cu 0- STA OF TyF ALLOWABLE DESIGNED PRE55URE5 118'XS'GOG3-.TG ALUMINUM PLATE! OR ALLOWABLE DENGINED PRE55URE5 ........... FOR SECTION X WITH 1/4'ALUNNUM FLATI! FOR 5ECTION X WITH 1181 ALUMINUM PLATE BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00 SPAN PPE55URE(P5F) SPAN PRF55Un nf) u JUL 8 0'2"015 IN — -c I BLADE I BLADE I B (IN) BLADE I BLADE 113 ------------ Go t 159 t 159 GO 2:9a 2:99 c3-F rtlemear Seal 72 :t 132 Pedro De Fiquevedo-FE 52COS t 132 72 ±82 t82 ALTERNATE TO PLATE 84 -t 1 13 ±113 84 t7l ±71 Ii8'X2X5'6063-T6 ALUMINUM ANGLE 90 ±106 t I OG 90 --IGG t66 ^1MIAMI DADS APPROVAL: 126 ± 8-8 1 108 ±55 ±55 12G :L 65 G8 I ;t47 ±47 MoDucralsvism 152 62 GI 12G ft COnWas VAth Me Flolids [. t45 2: 5 SwUzeCod. 144 +48.-52 +45,-47 144 1 t4 ±41 gtvmd D D +28-33 I62 +30.-40 md -IGZ :t30 +28,-30— Mian DnQa c t'o NOTE., I- UNFAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512E5 DATE:04/07/2015 SCALE.NA DESIGN BY.PPMF 5HEffr DRAWING#: 13 Of 13 15-146