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Home My WebLink AboutProduct Approval MIAMI-DADE MIAMI-DARE COUNTY 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 _7NOTICKQF ACCEPTANCE00A) www.minmidade.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. NDSSILE 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 maybe 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.S. /2/�/ " NOA No.15-0513.03 uyNar+toaoecour4rr H'_/`J !�/ Expiration Date:08/14/2019 �-Approval Date:08/27/2015=- 08/2'7/2015 Page 1 Just Shutter It,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05 A. DRAWINGS 1. Drawing No. 14-131,titled"Supernova Extruded Aluminum Accordion Shutter", sheets 1 through 11 of 11,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 of product tested and approved,and allowing Just Shutter It,Inc. to use the test results approved under Miami Dade County Approval 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 Shutter It,Inc.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 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. Betray A.Makar,P.E.,M.S. Product Control Unit Supervisor _NOA.No_15-0513.03 -Expiration Date-.-01/14t1014---, Approval Date:08/27/2015 E-1 Just Shutter It,Inc. , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0708.05 A. DRAWINGS 1. Drawing No.14-131, titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 11 of 11,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 of product tested and approved, and allowing Just Shutter It,Inc.to use the test results approved under Miami Dade County Approval 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 Shatter It,Inc 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. ilefiny A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.-15-0513.03 Expirati6n-Date:-08/14/2019- —�-.� Approval Date:08/27/2015 E-1 Just Shutter It.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS L See Association's generic approval under I5-0629. C. CALCULATIONS 1. See Association's generic approval under I5-0629. 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 Figuriredo,P.E.,cert6ing that the drawing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical to NA.S.A.'s generic drawing(No. I5-113)and complies with FBC,2014 Edition. H�ti iy A.Makar,P.E.,M.S. )Product Control Unit Supervisor NOA No.15-0513.03 ' �Expiration.D�08/1d/2019 E-2 Approval Date:08/27/2015 MANUFACTURM- _-UFER, _N_I-ON-A, JUST SHUT.TER IT INC - -`.v_ 1341 FLORSIN S.MACCDO BLVD EXTRUDED ALUMINUM ACCORDION 5HUTTER POKY ST.WOE IDA 34963 LARGE M1551LE IMPACT RE515TANT Tel.:(772)201-9919 Fax:(772)673-0585 WVAA/.JUSTSHU1TER!T.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT: ERECTED TO EASILY ENCL05F AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS 5UPERNOVA AND WIND BORNE DEBRIS(LARGE AND SMALL MI55ILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER LARGE 4 SMALL 2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMFACTrD RATED HURRICANE ZONE(HVHZ)Or THE 2014 FLORIDA BUILDING CODE. 3-POSTING,A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING: ENGINEERING: FNGC0 INC. "JUST SHUTTER IT INC-PORT ST.WOE 1 FLORIDA 5595 ORANGE DF_201 5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER TAME Of CONTENTS: DAVIE, FL. 3331-4 MIAMI-RADE COUNTY PRODUCT CONTROL APPROVED` Tel.;(954)565-0304 SHEET DESCRIPTION DMO@AOL.COM 4-LOADS:DE51GNEO LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH 5FEanc PROJECT,THEttitHHlfl CALCULATED DESIGNED I TABLE Of CONTIENT5,GENERAL NOTES,USER INSTRUCTIONS PP15SUM MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. 1 A AND GLA55 SEPARATION TABLE 2 .1 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPF5 SHALL BE MADE OF 6063 T6 ORAS NOTED. No.5 60A 3 TYPICAL SECTIONS A,5 1,02,53,B4 WITH ANCHORAGE TABLES G-FASTENERS:A55EMBLY 5CRW5 AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SET Of DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B It C WITH ANCHORAGE TABLES A STAT F Ott 7-USE:IT SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT 09 ENGINEER Of RECORD 5 TYPICAL 5ECTION5 D,E 4 Gm WITH ANCHORAGE TABLES 0 TO VERIFY THE FOLLOWING: WHERE THE SHUTTER 15 TO BE ATTACHED INSURING MIm G TYPICAL SECTIONS F,G#I WITH ANCHORAGE TABLES ........ 7.1-THE STABILITY OF THE STRUCTURE ION ANCHORAGE- - JTERtA.5uch AS BUT NOT LIMITED To, No Lo CODE 7 JAMB AND CORNER SECTIONS*J` 7.2-THE 5rrE SPECIFIC PROJECT CP W LOADS, JUL 3 0 Z0 REQUIREMENTS,DESIGNED PRf55URE5 ETC. Engineer Seat 7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. a LOCK MALE*FEMALE 5ECTI0N5V Peers De h6vetrada-PE 52GO9 833 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN Or THE ANCHORS 9 LOCK UNIMATI!SECTIONS IM, MIAMI DADE APPROVAL FOR TH15 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVE BEEN USED. to STANDARD LOCK 5ECTiONSN* PROD"crREVIS13101 as complying with the Florida It BILL Of MATERIALS,ANCHOR SCHEDULE BLADE ASSEMBLY. Building Code AmMmloo No USER INSTRUCTIONS: 12 TCOMPONENT5 By I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION rDETAILS C."'. 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE.NA DE51GN BY:PPMF 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS PER SHEETS 3,4,5 1 G.SECTIONS ARE INTERCHANGEABLE. 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN DRAWING#! PRESSURE FROM GENERAL NOTES 4 1 Of 13 15-14G MANUPACTUREW JUST SHUTTER IT INC TABLE I A +�NrE�oRr ExrEwoR 6� 1341 5W 5.MACEDO BLVD MAXIMUM ALLOWABLE U'1 BLADE MAXIMUM ALLOWABLE #1 4 R I B BLADE5 PORT 5T.LUCIE SHUTTER 5PAN X PRE55URE 5HUTTER 5PAN X PRE55URE 1 \ 100'i-� 1-� FLORIDA 54983 Tel.:(772)201-9919 BLADE 5PAN PRESSURE(P5F) BLADE 5PAN PRESSURE(P5F) rNm f —ALL ALUMINUM-OUlDE9 Fax:{772}673.0588 INCHES r NE INCHES 5 N 1 )_/ WWW,JU5T5HUTTERIT.COM 60 0 1601 70— 160 INTERIOR/PX)ERIOR� 66 158 158 1 66 158 !58 _>' 72 144 1 144 1 72 144 144 78 133 1 133 1 78 133 133 PRODUCT: 84 124 1 124 1 64 124 124 INTERIOR EXTERIOR e8 SUPERNOVA 108 108 !OB 108 90 JIG 116— 90 1 16 1 16 i L 1-� COMBINATION EXTRUDED ALUMINUM 104 IOU 100 1100 100• ALUMINUM/LEXAN BLADE5 ACCORDION 5HUTTER 104 too 100 r v BLADt5 can BE AKRANGO)IN MNIT LARGE♦5MAU. 108 93 93 108 93 93 1B LB COMBMATIOIIS AS RM41ED IMPACTED RATED 114 83 63 !!4 83 83 120 75 75 120 75 75 INTERIOR/EM MOR 126 68 68 126 68 68 132 62 62 132 61 61 ENGINEERING: 138 57 57 138 53 53 F:N CO !NC cAallc 1,44 _-48---..�2 144 45 47 INfER10RrDciER)OR FVt7 V 1 5Q 41"""-"'48'" 150 38 42 5595 ORANGE OR,201 162 30 40 162 28 33 IB-� 1B-� IH•-\ DAVIE, FL. 33314 NOTES; / -Te4 AlC UD(AN BLADESENGCOpAOLCOM ._ ..... I-ACCO61014 SHUrMit BLADE SrAN Mr-HES)FOR ALL CONDBIOKS }HJ 2-P a3URt-DESIGN VAND QOM 011I Bt} +++ ++yrrNrrrrrCbs rrr ,, . 3-NNeAR IIIrfArOU1TION IS ACCEPTABLE rOR DtS:GN H1HD LOADS AND BLADt SPAM BEWM INTERIOR/F){TER10R + ++ DE rABLAMELiIAW&s. ++ A .....E.. S-MA TAME VDIN AUATI MORE AM IB OR,A L I£tD +��.+�� EAl S-BLAME REVCR.StD INSTALLATION LS AllOwED tORAlL MOUIt)tD COHDBIOns TABLE 2 No. 2609 MINIMUM 5HUTTER 5EPAKATION FROM GLAZING TYPICALELEVATIONIl�(,GAL.CR055F .5ECIFION A,B,C,D,E,GH X i` -� FL TOP TRACK GLAZING SEPARATION (INCHES) O �•.,'��s 0 R 1 LA \�+P' )= BLADE TYPE BU 5PAN 's/ NA4 •�psrrr.rtr++ u) ALUMINUM 2' 2 3/4' 3.125' JllL Q 2015 L 1 7 GLASS ALLE(EVATION5 Cngmeer Seal z T'y N sw+wrloa Pedro De Prgua redo'PE 52609 H ' LEXAN 3' 3° 3. O L, M. N ,-'� N <=30 ELEVATION MIAMI DADE APPROVAL: Y aw PRODUCTREY}SFI) a ¢ 4EXAN 21/8' 3° 3" as WaTbing wish The Florida w >30 ELEVATION Building Cuda Amcptmxc No 5-o5r13.A3 a NOTES: Lon I)alo O IQ )- I.51FARAT)ON FROM GL4211IG AREA S"ALL BE MEA5tWD FROM N GLWNIG 5URPACE TO THE HIER MOST BIADt-0R LOCK SURPAa. E'Y _ 2�GLh�129EPJIFAtrON-79Af)M11CA8IEFtR-THGttV1l2SBA,QNARL1 ar- R1 MIfn,D o61 Con)ro cn M1AM1•oaoecou rrttsy. 8• SHUTTRISASSEMBLEDWIT11BORYY5 OF BLADES THE LARC9T GLA559OARATION SMALEAAPY. DATE:04/07/2015 A,B,B1,82,B3,B4 BOTTDM TRACK 5CALEc NA C,D,E F G,I,GH DESIGN BY:PPMF SHUTTER WIDTH (SW) N13 LIMITATION SHEET DRAWING N: 2 OF 13 15-146 MANUFACTURER: TYPICAL SECTIONS A,151,132,133,134 _ AND ANCHOR SCHEDULE 1/1B JUST SHUTTER IT INC 1/4-14X1' GR5 SDS OR Q�z 010X3/4' TEKS SECTION 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341 SW S.MACEDOBLVD BUILT-OUT ON ANGLP SPACED AT 12'13C w r^ PORT ST.LUCIE HEADER OR 5ILL 16 FLORIDA 34983 OPTIgNAL SECTION B4 Tel.:(772)201-9919 2,2A--.,, 11 Fmm ffTv 6 ADJU5TABLE TRACK Fax:(772)G73-0588 M i WWW.JUST5MUTTERfT.COM ON REVERSE ANGLE m EMBED. w -1' 5ILL ONLY x 3� crop I tii. ANCHORS DESIGNED ti N 6A v AS PER SECTION B4 PRODUCT: ANCHORS DESIGNED 10 !' w ON TABLE BELOWL SUPERNlOVA AS PER SECTION A rn ' a ON TABLE BELOW 8" EXTRUDED ALUMINUM L3 z1/1B ACCORDION SHUTTER z a. 1/4-14X1''GR5'SDS OR LARGE s5MALL -:r 1/4-20X3/4' PHMS W/NUT IMPACTED RATED CL w SPACED AT 5'OC 'y EMBED.---� j SECTION BI s 'A'TRACK ON ENGINEERING: REVERSE ANGLE 51LL ONLY —` ENGCO INC. (AD116 mr» �J ?ice:'a;.. z l/1 B 5595 ORANGE DR.201 ' w ANCHORS DESIGNED CL SECTION B3 DAVIE. FL. 3331 4 .. AS PER SECTION B1 w 010X3/4' TEKS el. 954 Tel.:( )585-0304 '---._. ..._. - w .�,... .. .. .. _. .....-. ADJUSTABLE ON - - ENGCOQAOL.COM 4 11--�� F ON F- o: AT'�12' OC STD ANGLE y J w ty-..:.�•'.:::. SILL ONLY '�rpn,u•i.••��, ANCHORS r•,�' D F/ NCHOR DESIGNED �. E 1/4-14X1'.GR5'SDS OR W I 6 � AS PER SECTION B3 p`...00�•"�C Ny`�� 1/4-20X1/2' HHMS W/NUT EMBED. �- _� '•'F ON TABLE BELOW ;�4`�F° �' R ' SPACED AT 12.00 - = 4 w o NO. 2609 Oy L 6A—\ ASTA F }� .a 10 ii EMBED.•—� .�F'.,F'('OR �P•'•^\�.`�,; L3 La ,`, ANCHORS DESIGNED '` �'•..r!�NAL ��G'°� w ¢ 1/1Bi AS-PER-SEBT-ION-B2—' 1/4-14X1' GR5 SDS OR ••auu�'"` x m 16 w ON`TABL-E-BELOW 1/4-20X3/4' PHMS W/NUT H. W pPTIONAL w� SPACED AT 5'OC JUL 3 D 2015 v ca Engineer Seal = MAX. BLADE SPAN IN INCHES rn I 1 Pedro De Figuemedo-PE 52609 11 EMBED.--I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P90 SHEET 11 FOR ANCHOR TYPE BASED ON 5PACING IN INCHES C CENTER MIAMI DADE APPROVAL: SECTION 132 ANCHORAGE SPACING 162 132 108 84 60 4R0DUC1R6V15DD 1 4-14X1' GR5 SDS OR a mgoying with the Florid: 1/ —20X1/2' HHMS W/NUT >s 'TRACK ON s E E1 E El E EI E E1 E E1 1SPACED-AT 12'OC� 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Builth Code SILL ONLY t.11034 INS 12 40 36 62 44 93 54 Ib0 70 160 98 AoaplonmNol - S/3.o3 F ,B2 8 40 4 0 62 62 93 81 124 105 160 146 �MAX. BLADE SPAN IN 6 40 40 62 62 93 93 124 124 160 160 BY 4 401 40 62 62 93 93 124 124 160 160 Mme' u Centro SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON 5 P A C I N G IN INCHES ON CENTER DATE:04/07/2015 ANCHORAGE SPACING162 132 108 84 60 SCALE:NA A Al H BI C D LA"! 1 II BI C D A Al B Bl C D A Al B B1 C D A Al H B1 C D DESIGN BY:PPMF %14' 40 -- 40 40 40 40 -- 62 49 62 149 90 22 93 160 92 60 116 29 124 77 111811/ 160 40 160 108 160 107 SECTI 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]25 A,B snBZa 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 0B3, 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124124 124 124 160 94 160 160 160 0SHEET DRAWING H: 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 0 3 OF 13 IS-146 MMUPACWRM- ANCHORS DESIGNED TYPICAL 5ECTION5 D.E*GH ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION D PER SECTION GH ON TABLE BELOW AND ANCHOR SCHEDULE AS ON TABLE BELOW 1341 SW 5.MACEDO 13LVD C ED) EDGE w FORT ST.UUCIE DISTANCE (ED) EDGE FLORJOA 34983 DISTANCE A Tel.:(772)201-9919 Fax: (772)6730588 WWW.JU5T5tiUTTERJT.COM u�LEG 2,2A MED 01OX3/4' TEKS 'A U r AT 12' oc V/LEG PRODUCT: SECTION D / SUPERNOVA -IR114MED TRA INSET MOUNT W] Q: CK 2 OR 2A (ED) EDGE w w HEADER OR SILL DISTANCE 2 E)TRUDED ALUMINUM ACCORDION SHUTTER Z) LARGE 4 5MXL M,'01 SECTION E w 1/18 ANGLE INSET IMPACICO RATED .wumr , HEADERGLRSf II 1/4-14X 3/4' TEKS -777�47 SPACED AT I2'CC m ",wENGINEERING: Z < SECTION GH ENGCO INC. setts Q ADJUSTABLE MOUNT ANCHORS DESIGNED 5595 ORANGE VK 201 "FADERISiLL FL. 33314 r-S-PER-SECT113N Elll�� 7-01,1-uBcE-BEcuwT- (954)555-0304 fNGCO@AOL-COM 3, 3A-\ 1/4-14XI' GR5 SDS OR ts"'foss...... 1/4-ROXI/2' HHMS W/NUT. %, !,$. E F1 - 4,$41 vi-- .µ .............'f E N V e, % w rqw J's No. 26M 0 tjz J' F MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE JUL 8 0 2015 MAXIMUM ANCHORAGE PRE5 ANCHORAGE SPACING MAXIMUM r (P5F) BASED ON SPACING IN INCHES ON CENTER fnemeer Seal LE ON ITYPC M A X I M WUM A N6C NO tl 0 1 162 - 132 UW- 4 1 60 1 1621132f108 841 601 Pedro Do rieuerredo.PE 52609 L A B C D A B D B-1 C ID I A -1B 15D I I ZA, I 11;� C D s t E E 4 '5 =1 16 22 27 - 7 31 150 4- 0 1 cfU I i!4 1 43 112 ic 6 4 16 K28. 4. 41 53 74 MIAMI VADE APPROVAL, 3 r 12 30 36 357 1414 1p--Fep—ru 4-5 54 126 132 1 59 169 134-14 1 BI 197 48 57 12 37 451 55 71 99 5 6E 62 D I 1 .7 80 16 2 go 9 4 62 83 SECTION D 9 40 40 !32 39 67 80 140 14 1 1 106 149 PRODUCTREVISPID 40 1 40 62 162 43 152 90 93 6 40116? 160 in mplyinSwithihoFfDrid 2 2 _�_93 124 4 4U I 4U 6? 1 f5d 1- -2 9*4 1 qI I 7Q I q-4 124 1102[12- 1414 15n 401 21 93 124 160 suildinoDde 6 L IL-41 -9 1 22 1-- 1 1--LYP ?A -- - 2 3 -- AmApleffleciQOLT-05 .03 9 - 41 58— -11 &PUS lon Date 6 1 —27 3:2 20 - 34 39 24 22 1 13 IR71 31 30 60 27 33 41rCJ SECTIONS 79- 1 3 - _701 449 9 3 1 !6 22 a 044 el d 3t5 6 T ig 0 1 37 1 46 - n 25 1 30 11 E 9 47 )k J� 44 ��t5l i! 9: 2 ZQX11 r-- L 41 48 30 2 36 35 1 65 17 4-7 1 106 b5 62 4 1 501 61 6 9 174 1 1256 93 44 41)L40 Ij 62 145 A2 89 55 52 1 9' 1 RAO- u 4 401 521 64, 22 15 12 22-1-- 23 27 -- -- P-g 34 pp 1ph I AT [do lin 28 9 25 129 1-- 1 3 129 12 -- 22 35 49 DATE:04107/2015 SECTION GH '9- 28- 33 21 R4 40� ?235-i 2? 33 1?3b7 gI 37 9 2 30 37 4-7, 66 1 SCALE:NA j -9- 43 40 82 96 61 MC4 D15IGN BY:PrMF 42 271 34 1 41 53: 7 371 451 55 -1 4 40 40 34 31 56 162 142 38 1 68 1 80 381 471 57 74_103 SHEET DRAWING#: 5 OF 13 15-14G TYPICAL SECTIONS G, f AND I MANUFACTURERS AND ANCHOR 5CHEDLILE JUST SHUTTER IT INC Ij 1341 SW S.MACEDO BLVD z w PORT 5T.LUCIf A SECTION I FLORIDA 34983 Tel.:(772)201-9919 Li RECESSED MOUNT Fax:(772)G7345W 1110X3/4' TEKS M SIM.ONLY WWW.JU5T5KUTTMT.COM R'Li AT 12' oc 515CTIOII G ANCHORS TYPE PRODUCT: ACUU5TAULE MOUNT t SILL ONLY EDGE CLEARANCE(EC) A, B, C OR D INTO CONCRETE-4F(3000 Psi CONCRETE) SPACED AT 48'13C SUPERNOVA INTO WOOD=2 112'(VA=SG:O.55) ;,i ) EDGE APPLICABLE FOR ALL LOAD DMDED ALUMINUM —C ECA CE— INTO METAL:21((oc3-TGXLMMA51MA3C5= CLE CONDITIONS FROM TABLE I ACCORDION SHUTTER 'LARGE t SMALL (E DGE IMPACTED RATED D E STANDARD LOCATION ;i I NC ANCHORS SPACED 2j— ALTERNATE LOCATION 'ED) ANCHORS SPA AS PER SECTION G CED ENGINEERING: ON TABLE BELOW (ED) AS PER SECTION GI ON TABLE BELOW Elul ENGCO INC. .,,c WSW= /ID 5595 ORANGE DR.201 DAVIE, FL. 333 14 ALTERNATE <ED) 5ECTJ�ON Tel (954)585-0304 ET MOUNT EDGE DISTANCE WTRACK IN 6 Com 11 - D E ANCH13RS 1)ESIGNED E N AS PER SECTION F ON TABLE BELOW 4 N0,. 2609 IL 0 STA F -Ht C ED) EDGE JUL 20% MAX. BLADE SPA DISTANCE m N IN INCHES w SEE ANCHOR SCHEDULE ON Engineer 5a;I SHEET 11 FOR ANCHOR TYPE G09 MAXIMUM ANCHORAGE PRE55URE (P517) BASED ON SPACING IN INCMV5 ON CENTER Pedro Da Figvemcia-FE 52 1 ANCHORAGE SPACING 162 132 108 84 60 1621132 108 841 60 MIAMI DADE APPROVAL. A B C D A B IC ID it A B ic ID A B C D s E E- E E 16 20 V 32 --18—4RE74�7296— 16 -- 21 26 46 PRODUCrREVISED 12 -- 22 -- -- 23 27 1-- I-- 1 8 33 20 20 36 43 4-1 0 135 135 12 23 28 34 —474--9-2- as emplying%ith 1ha flosida bt:L;I IUN to 8 28 33 20 20 35 4�1 1 38 -76—§9 8 34 42 51 66 92 152�4 jj24 4Z2 Builifftcode 16 1 SIS 1 40 126- 26 1 46- 5 30 29 54 64 38 -To-2- 4D ? PAZ�l 19 7 139 139 1 73 86 51 SO 6 0 56 -C8- 12 3 Amplance No 15-e513-a Y 14 1 40 I 40 139 139 1 62 62 148 14 1 85 93 59 159 1 109 121 4 &4059 -72- T;Tn- 1 28 34 15 21 35 42 -- 25 1 42 S1 23 31 55 166 40 7 1 6 3S 43 S3 68 95 SECTIONS 12 J111)r4O 211 127 46 56 5 34 57 639 3 73 88 39 53 2 123 54 174 1 12 5J4 3 8 2 40 50 P7 40 62 137 -1 5_ 0 1 169154 50 79 1531160 81 1111 1 4Q1 621 93 224 160 3U 40 1 62 50 8 3 4 62 G1 ORF T� 40 40 0 G 40 613 j8d 1 12411124 77 101, 16 6 16H 40 40 HO 1 62 62 49 62 9N H� 6� 2 9. D 1 0 60 :04/07/2015 4 40 140 1 62 62 62 62 93 93 90 193 1 1 124 1601160 4 4 i2rj DATE SCALE:NA DESIGM BY:PPMF 511EET DRAWING#: G OF 13 15-146 MANUFACTURER.- TYPIC-AL*HORIZONTAL JUST SHUTTER IT INC JA W--AN 1i CO RN E-R-5 Efff bN 5-J 13PTIONAL SEALANT 1341 5W 5.MACEDO BLVD PORT ST.LUCIE MIR (3) ANCHORS FLORIDA 34983 ANCHORAGE TO WALL ION-j- TYPE A, B, C OR D Tel.:(772)201-9919 IS NOT )AMB CLO5U_ 4 FROMS ENDS-1— Fax-(772)673-0588 1) LE OUNT AND ONE AT MIDDLE -JAMB, UPE WWW,JU5T5HUTTFRIT,COM INSET MOUNT _14 I-r— "2) ulaxi SDS IA) DaMa 9 9A TOP AND BOTTOM PRODUCT. r IA TRACKS I SUPERNOVA IF,N EXTRUDEI)ALUMINUM I I ACCORDION ShUrrfP II LARGE 4 SMALL T T NOD 1 __10*11, IMPACTED RATED X NOX 'P AND 2 ZACKS ' SDS OTTOM cr,� U L ENGINEERING: TOP & BOTTOM TRACKS FNGCO INC. 5595 ORANGE OR.201 DAVIC, FL. 33314 Tel (954)585-0304 ENGCOGAOL.COM E F/ ANCHORS TYPE ENS' 't A, B, C OR D SPACED AT 24'DC No 52609 Z ED) E DISTANCE(ED) ST OF 0 D EDGEj-, NCE STA OF EGTIGN42— �I:U,Nl _JAM&CLOSURE__ L1(! 0so BUILT-OUT MOUNT 21 OR I I JUL 3 0 2015 #I0X3/4' SS SMS OR Erk3wee,Seal 3/16' PUP RIVETS Pedro Ve fievewedo-PE 52609 SPACED AT 2410C 5ICTION 13 CORNER CLOSURE M6 MIAMI DADE APPROVAL: FROIDUC17REVISISID me complying%vidi the Merida AT9 8 uildins0oft [on Date 0/47 DATE:04/0712015 5CALE-NA 7 OR 7A DE51GN BY:rrmr lB IB <19> PUSH BUTTCH LOCK Z'ON AC LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE 5liEfT DRAWING 7 Of 13 15-146 MANUFACTURER; TYPICAL HORIZONTAL.— JUST SHUTTER IT INC UM�N ATE LOCK.5ECTION5_M 1�` LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD ONLY AT OPEN POSITION PORT 5T.LUCIE TO SECURE STACK FLORIDA 34903 Tel.:(772)201-9919 Fax:(772)G73-0588 � 7A WWW.JU5T5tiUTTEPJT.COM N NOTE:5HUTTER CAN BE LOCKED FROM IN510E OR OUT5IDE BY PLACING LOCK Z cu SEC770N.M PRODUCT: INSIDE OR 0Uf510E AS REQUIRED. a F LOCK BLADE SECTION ¢a= 1E 1111.A 7A SUPERNOVA I:r 4 EXTRUDED ALUMINUM a m ACCORDION 5HUITCR y w LARGE i 5MALL IMPACTED RATED ENGINEERING: 7 OR 7A 7 pR 7A ENGCO INC. CAaI l6 5595 ORANGE OR.201 coo 7 OR 7A DAVIE. FL. 33314 Tel.:(954)585.0304 1 _ _ _ .... .. ._ .. .... _. EN L.COM I H GCO aQAO 1/4-20%3/4'THLMB SCREW LOCATED ON ACCOROIN INTERIOR OR EXTERIOR SIDE �•••••�•• DRILL AND TAP.DPWITE I/4XI 1/2 PULLINSIDE OR allTSIDE p� �' DE F.// 6 3� BLADE TO RECEIVE SCREW �� p•EN +�F�•.�� -' tLOCATEDPUSH ONUACCORD�N, ,¢ No.52609 INTERIOR OR EXTERIOR SIDE ' ALTERNATE 5E(T(ON M 1 STALOCK 13LAVE WITH F �: 5EGTION-M— STARTER BLADE SECTION �'�� '�� .. LOGK6LADE_5CCTION ... �•S ,�""' G' �� OPEN POSITION •' `r/OVAL '�a�� ANCHORS TYPE A, B, C OR D JUL 8 0 2015 7 OR 7A SPACED AT 24'OC Engineer Sal Pedro De Figoevedo-PE 52609 7 OR 7A IA MIAMI DADS APPROVAL N PRODUCE REVISED r eanplying wide the Florida Bm ponce N 513.03 vain 7 OR 7A �^ Fi# on No Eqi on Uma o r /Q v � I By iDad d Con ro 1B LOCATED PUSHON ACCORDION PUSH BUTTOM LOCK 7 OL-CKR 7A INTERIOR OR EXTERIOR SLOE DATE:04/07/2015 SCALE:NA DE51GN BY:PPMF ) 1 1B 1� IB SHEET DRAWING N: 9 OF 13 15-14G MMUPACTURM- TYPICAL HORIZONTAL SECTIONS STD LOCK SECTIONS N JUST SHUTTER IT iNc 1341 5W S.MACEDO BLVD PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 [ OTE:5HU TrEP C AN BE LOCKED WWW.JU51SMUTrMT.COM ;N51DE OR 0UT51DE5YACINI SECTION N51DEOR OUT51DE A5 REQUIRED. t ma LOCK BLADE SECTION '4 0, CLOSE POSITION "pw I PRODUCT: a<W A SUPERNOVA A rn EXTRUDED ALUMINUM ACCORDION StILITTEP LARGE 4 SMALL IMPACTED WED rug I N-1 ENGINEERING: rFNGCO INC. G3I IG 5595 ORANGE DK 201 DAVIE, FL. 33314 22A- Tel.:(954)585-0304 ENGCO@AOL.COM 22E D No. 2609 ANCHORS TYPE A, 11, C OR %13 SPACED AT 24'DC ALTERNATE 5ECTION N I - % 5ECT'O"N . LICKIM1551 LOCK BLADE WITH OPEN POSITION ON STARTER BLADE SECTION IA) *---,:'IONA - LL- W" A- JUL 3 0 2015 3 Engineer Seal Pedro Da fjuc:rcdo-Ff 52609 MIAMI DADE APPROVAL: fu cmPI"'q%W1h the Fkdda awmLlcoh AtogwanceN05-0 3.o3 22A 22 I 22A✓ IB H 22E22 SCALEDATE:04107/2015:NA DESIGN BY:PPMF 5HEET DRAWING#: L IOOF 13 15-14G MANUPACTURPR: TYPICAL BLA___."DE�7�SEt�IBLY JUST SHUTTER!T)Nc BILL OF MATERIALS 13 341 5W 5.MACEDO BLVD ITEM DESCRIPTION MATERIAL MANUP RPR PORT ST.LUCIE 12 QM } BLADE 60 3- AIUMIN11t4 N.A. . FLORIDA 34983 1 0.19 IA STAR'fERBLADS 6063-T6 ALUMINUM N.A.5.A 7e1.:(772)201-5919 IFTLII )a COMPOSITE 13 ADE GOG3-T6/LExAN NA.5.A, 20 IC FLOATING STACK BLADE G063-TG ALUMINUM N.A.5.A Pax:(772)6'.73-0588 n 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A. WWW.JU5T5MUlTERIT.COM lb N 3 1'/110 WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. t4 1 3A 2'WALL MOUNT TRACK 60G3-T6 ALUMINUM N.A.5.A 13 4 '1\TRACK 6063-T6 ALUMINUM N.A-5A. 5 REC SED TRACK 60 •T6 ALUMINUM N.AS.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A,S.A. GA ADJUSTA E TRACK 6063-T6 ALUMINUM N.A.s.A. SUPERNOVA HEADER `I i` 7 UNtMATP LOCK BLADE W10 LP 6OG3-T6 ALUMINUM WA.5.A EXTRUDED ALUMINUM 0 14 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER 8 HD FEMALB LOCK BLADE 6063-TG ALUMINUM N.A.5.A LARGE a SMALL SA HD MALE LOCK BLADE 6063.76 ALUMINUM N.A.S.A. I3-910X3'W 85 HO ADAPTOR FILLER 6063-T6 ALUMINUM N.A.S.A, IMPACTED RATED 41110E SCREW 9 I'JAMB CLOSURE 6063TG ALUMINUM N.AS.A 4I q STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.AS.A JO 1/4-2X ANGLE 6063 TG ALUMINUM N.A.5.A. I I I/&2X ANGLB 6063-TG ALUMINUM N.A,S.A. ENGINEERING: 0.19 12 WHEEL CARRIER PLATED 5TEEU NYLON NA.5.A I~IdGCQ INC. CAai76 $ILL 13 #1 QX3"HH BLADE SCREW 410 STAINLESS STEEL N.AS.A n 13A N I OX2"HH BLADE SCREW 41 O STAINLESS STEEL MA.5.A 5595 ORANGE DR.201 n 14 0.44'DIAM,FIAT WASHER STAINLESS STEEL N.A.5.A DAVIE, FL. 33314 N _ !5 0.46.0 x 0.93'4U5HING NYLON N.A.S.A Tel.:(954)585-0304 1 16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.5.A ENGCO@AOL.COM 14 1 H l4 I9 P05H-BUTTOM LOCK 20 112-k 318'WHEEL SPACER NYLON N.A.S.A rrrNrrr+s++r4 15 �T1t31tU6. �~± 21, I/16"-IX2 IX2.5,IXA 1.W ANGLE5 6063-T5 ALUMINUM N.A.5.A. •�j!0 E !rte 0.14 22� 5TO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.AS.A � a+++ 13 13A 22A� STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A5.A . (BLADE ISH 224 . STD LOCK KEEPER G0G3-T6 ALUMINUM N.A.SA. •Q ! _ O 410 STAINLESS STEEL NO.52609 � e 0.500 xa 0.460 0.390 STATE OF NYV•� 0.20 �{ .n� 0,390 �II Ii ,�, 0,44 0.03 L yrs +++ {((� —F DNA4 r+ n� L w [] c$ � O rtl I r r�•+gtsr+ltr+rrrr 0.310 -j T 1 n JUN. 3 0 2015 d 6 n d d 14-0.03'INIES X TEFL 0 En wer Seal a O v N d d o d o STAtNLP55 STEEL 9' PIAT WASHER Pedro De F Jue'redo-PE 52609 ANCHOR SGi1EDULE 16-.46'0 X•65' 15-.46'0 X.93' MIAMI DAVE APPROVAL: 4 50 NYLON WHEEL BUSHING NYLON BUSHING -TYPE DESCRIPTION -EMB- -E,D- 20-112*0 X 0.36' *--A--- (/4'17WTAPG0N,(NT0 3000-P3I CONCRETE--- - --- --'-1:75`�--�-3:0- PRODUCrRuv1SGD NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2,5 ■seomply618adLhthe Fladde SPACER _A.1l 4' TAP ON-1 CON BL _3_,QBultdinaCbde 14°ELCQ ULTRACON INTO-CONCRETE BLOCK 1.25 2.5 Aocepi nca No jy-o / 03 Pspt toa UWe i�sy )� B 14-20X!ALL POINTS SOLD-SET INTO 3.0 KSi CONCRETE 0.875 310 / BI 14-20X I ALL POINTS 50LID- ET INTO CONCRETE BLOCK 0,875 310Byy C L 'WOOD LA SCREW INTO G-. WOOD 1.5 1, >tttatl3ad C ENN- 12-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREWS INTO I/8°STEEL OR ALUMINUM 0.75 STAMPED S5 WITH --" . NYLON WHEELS E 714 CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 16 E I I/4°GRLTE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1 1.25 1 3.0 DATE:04/07/2015 WTE5: W,EDGE DISTANCE SNAIL BE DMI49 WAL DRESSING SCALE:NA 10 EMDVWWMENT%ALL BE DEMID WALL DRESSING DESIGN BY:PPMF- W 114'TAPCON.114'CRET6ELM!14 WOOD SCR(5 CAN BE USED IN RCPIAF'E Or 114'LAG 5CRL't49 d F--1.24--( SHEET DRAWING N: I I OF 13 I5-146 SHUTTER COMPONENT5 MANUFACTURER-- 1 4.56 -3.92 JUST SHUTTER IT INC 51 4. Oil . . :4.1 6 -3.23 OL 46 4. g 8 -1.24-1-1,99- 2.05 134 1 5W 5.MACEDO BLVV 0 C3 PORT ST.LUGS Q)I tit. M 97 ro 0 d % FLORIDA 34983 I Tel.;(772)201-9919 ,3 21 Fax:(772)r.7-%v-0588 T c5 1.23 bl. I B-COMPOSITE 1.48- Wwwjueimiumpncom 1 0.0 CCORDUN BLAD ALUMINUM/LEXAN BLADE 2.04- to"POLYCARBONATE APPROVED 7A-LINIMATE W/LP T cj AS PER NCA 13-0717.01 -UNIMIATE W/O tP LOCKING BLAOr5 M 41 Xt.1 O2UV LOCKINGBLADE5 PRODUCT: 4,54-:�A .0 LV14 a -5TAKTfR'51)1kDSL' 0.51 2.31 SUPERNOVA 4.08 L.77-a.61 151 it 9 UTRUDW ALUMINUM cs-F 1.56 C5 6 ACCORDION 5HUYTER, LARGE 4 SMALL inIMPACTED RATED FILLEP C3 00 0 9 - 813-ADAPTOR I C,0.05-FLOATING STACT BLADE W USE WTIH a AND 8A ni cd 0.q.7 99 ENGINEERING: 2-INSET TRACK W RG OPTIWLI 3.0 FNGCO INC. HEADER/SILL MOUNT C-L I CA 8Ii6 132.1- 1- 1-08 0.64 5595 ORANGE DR.201 2.1-INSET TRACK W/O RG 8A-MALE HD 0,00 a60 DAVIE' FL. 3331-4 Lit:ANATEHEADER/BILL MOUNT FEMALE HD LOOKING BLADE Tel,(954)585-0304 "T CC. I .. CNGM@AOL.COM 1-: TRACKSI,It 3.83 MrAACMICABLE 10 LOCKING BLADE T 3A AND 3A.1 0.1.D E F cif 60 A 0.10 at as 0.�7' 2.83 41 No 2609 %0-. SILL I'M UNT C: as -T- 2.41- U.79 All STA NO Qe7 T T T 0.06 r I-- 9ft-HD JAM13 CLOSURE. tiLOSURE A,2'-BU I LQ�QUTJRACK a 86 -1 tn d 0. HEADER/5ILL MOUNT 0, 6 --T N OR SA.I-2'BO TRACK W10 .58 0.61 AtN GUARD 22.FEMALE STD 22A-MALE STD 22B-LOCK KEEPER INSERT JUL 3 0 2015 9-I' CLOSURE RG LOCKING BLADE LOCKING BLADE 0 Engmeer Seal I"LTI 11A sh HT Pedro Be rw OPTIONAL, -- 6 "vemodo-FE 52GO9 -HEADER/SFL6�OUNT 0.125 3.70MIAMI DADE AFPWVAL% 3.1-V# TRACK W 0.25 9A-2"JAMB CLOSURE RAIN GUARD(RG) -Z.43- 2.07 MODUCrittiftSED I.!,B, 1.91 a.09 0.or, as complying%idl[he FloridaBuIlditis Cde AcceptmeoNo 6- 13.03 -T 0 F E* ion Dale 0 0.06 z cs T-i 2 1-I/I G'THICK ANGLES BY 0.61 o) (30 unt L 0 G063-TS ALUMINUM ALLOY Q -Zballa d 0.031- ni 510E CLOSURE USE ONLY -2, 75 C3 2.09 d 7/2 d 0.07 -a a3 0.07 1 36� DATE:0410 015 T I SCALE:NA 6A-ADJUSTABLE MALE DESIGN BY:PPMr 95 1.13---2.29 G-ADJUSTABLE FEMALE HEADER!SILL MOUNT 7 HEADER/BILL MOUNT 2.0 54fAM-RAC-a I&THICK ANG, OR Ly ]I. SHEEP ,DRAWING#: GOGL TG ALUWNUM%0(� 12 Of 13 15-146 MANUFACTURER: SECTION X JUST SHUTTER IT INc TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W 5,MACEDO BLVD BETWEEN WOOD TRUSSES PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 W W1V j U5TSHUTTERIT.COM 0.63 I 0.62 I — I 5.00---�I I I L � PRODUCT: N (4 PER RAFTER) 1/4'X 2 1/4 FH TAPCONS 5UPERNOVA WITH 2' MINIMUM 1/41X5'6063 TG ALUMINUM PLATE PENETRATION INTO WOOD ACCORDION 5HUNUM ACCORDION SHllfTER LARGE 4 SMALL IMPACTED RATED m 1/4'X5' OR 1/8-X5' 6063-T6 0-'� ENGINEERING: 2,2A ALUMINUM PLATE SECURED TO I ��CjC,f� INC. uellc RAFTERS AT MAXIMUM 24' OC - ALTERNATE TO PLATE SEE TABLE BELOW FOR SHUTTER �i y = I SPAN & PRESSURE I/4'X2'X5°6063-T6 ALUMINUM ANGLE 5595 ORANGE 3 14 DAVIE, FL. 33314 1/4'-14X 2- SELF DRILLING SCREWS _ _ Tel.:(954)585-0304 -Q z SEE SHEET 5MOUNT TYPED ENGCOQAOLCOM as ANCHOR TYPED FOR ANCHOR SPACING �petuiu•••••y�� N w^ E F tr No. 2609 � 5.00— Ln .Doa STA C5T 1/8°X5'6063-T6 ALUMINUM PLATE •%�'�F`a�OR Op��, ALLOWABLE DESIGNED PRF55URE5 ALLOWABLE DE51GNED PRE55URE5 ,;s�ONAL FOR 5ECRONXWITH 1141iALLIONUMFLATE FOR SECTION XWITH 1/8'AWMINUMPLATE '•••....M�� BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED in� 5.00--1 JUL SPAN PRE55URE(PS SPAN PRESSURE P5FI I 0 2015 IN BLADE I BLADE I B (IN) BLADE I I BLADE 1 Bo-r Engineer Seal 60 ±:159 ±159 60 i99 ±99 I Pedro De Figuevedo-PE 52609 72 ±132 +132 72 ±82 .+,82 ALTERNATE TO PLATE 00 84 ±113 ±1 13 84 +7I ±71 I/8X2'X5°6063-T6 ALUMINUM ANGLE ni MIAMI DADS APPROVAL: 90 ±106 ±106 90 ±66 ±66 ED 108 * 88 ± 88 108 ±55 ±55 aoDuyingv the 126 ± 68 ± 68 126 ±47 ±47 s ildina ingwllh the FTodde 132 ± 62 ± 61 132 ±45 ±45 AAooeptatane�u) -qv/3.03 144 +48-52 +45,Q7 144 ±41 ±4 I �Dall +28,-33 ±30 162 +30,-40 I62 +28,-30 9 unQ�uet Cuntro� NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 51ZE5 DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF E3O DRAWING//:. 15-146