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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI DADE COUNTY I 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 NOTICE OF ACCEPTANCE (NOA) w'•miamidade.eov/econoniv Just Shutter It,Inc. ` ' 1341 SW S.Macedo Blvd. MAR 3 0 ZQ1T Port St.Lucie,Florida 34983 PER,10ITTING SCOPE: St. Lucie County, FL 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 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 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. MISSII,E 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. NOA No.15-0513.03 MIAMI-DADBCOUN �. Expiration Date:08/14/2019 -�� Approval Date:08/27/2015 08 f 2 7 f 2aJ5" Page 1 Just Shutter It.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 15-0629. C. CALCULATIONS 1. See Association's generic approval tinder 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 Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for.lust Shutter It, Inc. is engineering wise identical to N.A.SA.'s generic drawing(No. 15-113)and complies with FBC, 2014 Edition. H&Ifiy 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 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. 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 MANUFACTURER: 5JUST` IPERNOVA SHUTTER IT INc v 1341 SW S.MACEDO BLVD LUCIE EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT 3449898 FLORIDALDA 3 LARGE M 1551 LE I M PACT U515TANT Fax:(7 2) 73-05 19 Pax:(772)673-0588 WWw,JUST5huTTERrr.COM GENERAL NOTES: FLORJDA BUILDING CODE 2014-HVHZ PRODUCT: I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA ERECTED TO EA91LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNED EXTRUDED ALUMINUM PRESSURES AND UMITATTON5 STATED IN THIS APPROVAL. ACCORDION SHUTTER LARGE 4 SNJUJ. 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15IBLE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC. CAelic 5595 ORANGE DR_201 'JUST SHUTTER ITINC-FORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314 5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304 MIAMI-DADE COUNTY PRODUCT CONTROL AFFROVED° .. ..._ ..._ . _...-_ •--•- .._SHEET DESCRI._.-PTION.. ENGCO®AOL.COM ... ' 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY•A I TABLE OF CONTENTS,GENERAL NOT E5,USER INSTRUCTIONS ����"���������"••: PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED �'0p DE F/ PRE55UPE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER CWPONENT TO BE 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. I A AND G1A55 �r�Q9,� �D SF��/•• USED. SEPARATION TABLE 2 d�Qv 5-MATERIAL•ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-T6 ORAS NOTED. * NO.5 609 *{ 3 TYPICAL SECTIONS A.B 1,B2,53,54 WITH ANCHORAGE TABLES 6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 5t7 OF S DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES Iq0 STAT • 'P'''-„[ORLQP, `app 7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D.E 4 GH WITH ANCHORAGE TABLES •••'`.•ss� ��(����� TO VERIFY THE FOLLOWING: '• ANAL 7.1-THE STABILITY OF THE STRUCTURE WHERE THE 5HUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES ”JUL 3 A 2015 ANCHORAGE. JUL S 7.2-THE 517E SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS'!° Erqnca' REQUIREMENTS,DESIGNED PRE55URE5 ETC. Figueueclo o- 8 LOCK MALE 4 FEMALE SECTIONS'L° Pedro De yu 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. PE 52609 8-.33 10%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APFROVAU FOR THIS PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTION9'N' PRODUCTREVLSGD FOR WIND LOAD HAVE BEEN USED. asComplying%viththoFlorid., I I BILL OP MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Aulldmg Cadc � tonlbie o"o5J3,o3 110 J9 U5ER INSTRUCTIONS: 12 COMPONENTS [p!yy h D duct C n. I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER REM 4 OF GENERAL NOTES. 13 SECTION'A'DETAILS 2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE I A- DATE:04/07/2015 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN 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. 5HEET DRAWING#: 1 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DF51GN I OF 13 15-146 PRESSURE FROM GENERAL NOTES 4 MANUFACTURER JUST SHUTTER IT mc 1341 SW 5.M TABLE I TABLE I A INTERIOR/EXTERIOR e� ORT ST,LUC EAGEDO BLVD MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE N 14 N 15 BLADES 1 1 ) FLORIDA 34983 SHUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE 100• Tel.:(772)201-9919 rhm Fax:(772)G73-0588 BLADE SPAN PRE55URE(P5F) BLADE SPAN PRE55URE(P5F) a ALL ALUMINUM BLADES INCHE5 P N INCHES NEG 1 I WWW,JU5T5HUTTERIT.GOM 6 G I G O I INTERIOR/EXTERIOR GG 158 158 GG 158 158 72 144 14 72 144 144 PRODUCT: 78 133 133 78 133 133 INTERIOR/EXTERIOR 84 124 124 84 124 124 s� SUPERNOVA 90 116 IIG 90 1 16 116 L L COMBINATION L EXTRUDED ALUMINUM 96 108 F75 56 108 108 100 ALUMINUM/LF7(AN BL4DE5 ACCORDION SHUTTER 104 100 104 100 100 rco BLADES CAN IT ARRAIMED 1N MAIM LARGE 4 5MALL 108 93 108 93 93 J cane NAnous AS REDu1Rm lB 1B IMPACTED RATED 114 83 114 83 83 120 75 120 75 75 INTERIOR/EXTERIOR 126 68 12G 68 G8 ENGINEERING: 132 62 132 61 135 57 138 53 53 ENGCO INC. chalk144 48 144 45 47 INTERIOR/EXTERIOR 5595 ORANGE DR.201 150 41 48 150 38 42 1E IB IB DAVIE, FL. 33314 1 G2 30 40 I G2 28 33 rel.:(954)yes-o3oa ._... .. ... ...._.. ----.. ._- __. .. ---•� ..-... .. __ ... ._ .. - - - ALI:LEXAN BLADES - ENGC0@'AOLCOM - ..... NOTES'........ l 1-ACCORDIOl4 swnzR DUDE VAN(IIICHM)FORAM COMI)MONS 1 E 1 HJ �hhhh/hhAAi1A... 2-FUS%RE-UeSIGN VALID LOAD(f SP) ` Sr.UNCAR INfT1tPOlAnON 15 ACCEPTABIC TOR DESIGN WAND LOADS AND MADE SPAN BCiWEQI �`r\ DE F/�.,, iaatilATet.valea INTERIOR/EXTERIOR �`p� 4-USeYAM WiftENDNEORMORET1WEf0WDE15Lr-W 5-"r.REVERSED 114STAUAWII IS AWNED PORALL MOUMED COWMONS - W TABLE 2 No. 2609 MINIMUM 5HUTTER 5EPARATION FROM GLAZING TYPICAL ELEVATION TYPICAL CK055 5ECTION STAT F A,B,C,D.E,GHORIVp. GLAZING SEPARATION (INCHES) �,_,*/( L TDP TRACK 'mss /ANAL fah BLADE TYPE BU1DE SPAN "'p��nunAE`��, r~ <=GO" <=104' <=I G2' JUL 3 0 2015 Y ALUMINUM 2' 23/4' 3.125" Eriymeer Seal „h rust ALL EIEVAMONS Pedro De Plgueiredo-PE 52GO9 Z N ww tm n 0 a $ <m30 ELEVATION LEXAN 3' 3' 3° MIAMI DAVE APPROVAL: F M. N h MIDDUCTREVISP.1) Y a 1 0 LEXAN 2 1/8' 3" 3" w complying with the Florida ` do >30 ELEVATIONiy �IAoc dbig cc1Jo Sj31003 m r onl)meo IQ NOTES: Ld1-SEPAPATION FROM TO TME ARPAS SMAo5T l LA MEAE O;t LOED FROM F- GIA7ING SURFACE TO THE ttlNER M05T BUDS OR LOCKSURfACE. 8yy F, 2-GLASS SEPARATION 15 AFMCA=PFR THE HVW(SROWARD AND MIt�11 D odud CbHDo F- MIAMI-DADe COUNTIE5). = 3,MIN 5111,4nR 5 ASS-112D WMA BORT TVFeS OP 9U1DffiTNE H IARGC9T GLASS SePpRpnON 5HAl1.AP(L• DATE:04107/2015 SCALE: NA L-IA,B,B1.B2,B3.B4 BOTTOM TRACK DESIGN BY:PPMP CDEFGIGH SHUTTER WIDTH (SW)_ NO LIMITATION SHEEP DRAWING N: 2 OF 13 15-14G MANUFACTURER: TYPICAL 5ECTION5 A.B 1,B2.B3.54 AND ANCHOR 5CHEDULE -, JUST SHUTTER IT me 1/4-14X1' GR5 SDS ORQz glOX3/4' TEKS SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341'5W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC w w I PORT 5T.LUCIE HEADER OR SILL16 FLORIDA 34983 OPTIONAL Tel.:(772)201-9919 SECTION 134 CIA= 1 II 6 ADJUSTABLE TRACK Fax:(772)673-0588 L1 ON REVERSE ANGIE WWWJU5T5HU1`TERTT.COM m EMBED. w SILL ONLY 5117 1 ANCHORS DESIGNED PRODUCE. m 6A ^_ �!� AS PER SECTION B4 = 10 ��a ON TABLE BELOW ANCHORS DESIGNED SUPERNOVA r AS PER SECTION A n ` Ba EXTRUDED ALUMINUM x a ON TABLE BELOW a 1/ IB ACCORDION SHUTTER 1/4-14X1'GR5'SDS 0R LARGE 45MALL _ 1/4-20X3/4' PHMS W/NUT IMPACTED RATED W w� SPACED AT 5'OC y EMBED.— SECTION B I x TRAC.1ON ENGINEERING: REVERSE ANGLE SILLONLY ENGCO INC. CA 6116 �o "'':r�•>t^" ¢ I/1 B 5595 ORANGE DR.201 (�W ANCHORS DESIGNED H SECTION B3 DAVIe, PL. 3331 a AS PER SECTION 131 w 810X3/4' TEKS _ ADJUSTABLE ON - TENGCOQAOLCOM4 4 - --. -- 11--j wF ON••TABLE-•BELOW :-- Q AT 12, OC STD.ANGIE ' H J SILL ONLY DE VIM 6 �W ANCHORS DESIGNED / � 1/4-14X1'.GRS�SDS OR III a \ S w I y u AS PER SECTION 23 1/4-20X1/2' HHNS W/NUT ; EMBED.—� 1 t• '9F ON TABLE•BELOW SPACED AT 12'OC _ C wA F NO. 2609 er 6A 7 v STA Fty r I �o_ _�;..• 8 10 ?i EMBED,---` ���'�.��0 R �P,r'��1�,•,� �- ss a ANCHORS DESIGNED f •%1/OVAL w c 1/1H 5 aH AS PER SECTION B2 1/4-14X1' GR5 SDS OR ••ynrwn0'��� x Jam I6 M` ''a ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT W �- OPTIONAL SPACED AT 5'Dc JUL 3 0 2015 r a jcrym {. Engineer Seal y MAX. BLADE SPAN IN INCHES Pedro De Fiyueiredo-PE 52609 p 11 :i EMBED.--` SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55UFE(P5� SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADE APPROVAL SECTION 132 ANCHORAGE SPACING 162 132 108 84 60 YRODUCTREVISF.D 1/4-14X1' GR5 SDS OR jt 'M TRACK ON s E] E EI E El EI E EI ms'Id. Yingwilh the Fimido 1/4-20x1/2' HRMS W/NUT STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 8uitaingCbae SPACED AT 12'OC SILL ONLY SECTIONS 12 40 6 62 44 93 541160170 1b0 98 AaeQlion at f S/ 03 A,61,132 8 40 40 62 62 3 81 124 105 160 14b Iloin Date 19 B3,134 6 40 40 62 62 3 93 124 124 160 160 BY MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 + c Cantron SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCH E5 ON CENTER DATE:04/07!2015 ANCHORAGE SPACING 162 132 108 1 84 60 5CALE:NA A 1 B IBI IC ID A Al I IAL H Bl C D A Al II HI C D A Al B B1 C D DE51GN BY:PFMF 14 4 - 40 40 0 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 60 108 160 107 SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 15419 124 139 160 47 160 126 160 125 A,B1,B2 8 40 126 140 140 40 140 be 32 162 162 162 162 93 39 93 93 93 93 124 51 1241124 124 124 160 71 160 1 0 160 160 83,134 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING N: 4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 l24 124 160 142 160 160 160 160 3 Of 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 13 AND C AND ANCHOR 5CHEDULE JUST SHUTTER IT INC 1341 SW S.MACE00 13LVO FORT ST.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel.:(772)'201-9919 AS PER SECTION C fax.(772)673-0588 ON TABLE BELOW MWJU57SHUTTERIT.Cclm ��Vmkiffi-14a. 0 X IL, PRODUCT'..jw m I/1B SUPERNOVA r000 EXTRUDED ALUMINUM ACCORDION SHUTTER. OPTIONAL LARGE 4 SMALL ANCHORS DESIGNED IMPACTED RATED 2,2Av AS PER SECTION R ON TABLE BELOW SECTION C of WALL MOUNT HATH 3 SECTION 5 5, HEADERTRACRFR nR-IIIOR 3A ENGCO INC. CA611G OULT-OUT ON I/IB 5595ORANGE DR.201 REVERSE ANGLE ;j—EMBED, DAVIE, FL. 33314 HEADER Tel.:(954)585-0304 min— tNGCO@ACLCOM 1/4-14)(1' GR5 SM OR J '00 1/4-BOXI/e, HRMS WINUT. SPACED AT -OC 5/�NC EN&0 12 ? 44X - C/ 4 No. 2609 rt ANCHORS DESIGNED ON PER ' TABLESECTION CBELOW S IP MAX, BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE (MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON SPACING IN INCHES ON CENTER JUL 3 0 2015 ANCHORAGE SPACING 162 — .132 1 108 84 1 60 Lngmee,Seat A Al B B1 c D A - Al [B iBl IC ID I A AlIB BI C D A AlIIB IBI IC ID I A IAI III IBI IE_'I) Pedro Da Mquetrado-Pf 52GO9 14 40 40 4 4 4 62 19 1 2 149 16P 149 1 RI 1 86 60 'S 1 60 104 29 1110177 0_4T77 1440115511081146—1-07- 93 7 87 12189 1156 147 1160H 157 125 0 6 1952i--- - -- B&C 8 40 26 40 40 4 4 62 93 87 93 1 241111116R 141 jjg6."r 6 1 40 135 1 _T3 93 93 4 F. LlcrftEvlsm 14 1 40 9 3 a wmplylng vvith the ncrtda SECTIONS 12 40 40 40 40 40 62 57 70 MIAMI DADS APPROVAL: 87 70 11 29 129F 2� 62 moo 140 1 N _�3 93 93 93 124 124 124 Cada MAX BLADE SPAN IN INCHES By SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE FRE55URf(r5n ANCHORAGE SPACING BASED ON SPACING IN INCHES ON CENTER 5­1 162• 1'2— 108 DATE:04/0712015 1s E EI E El E ES E El E 14 411 62 38 7 46 112 60 SCALE:NA 3' &157184 DE51GN BY:PPMf SECTIONS 3" 62 4 91 154 121 Q 60 98 2 2 2 95 B&C 40 1�2 6 93 177 124 99 160 138 40 1 93 88 124 113 160 158 0 M44 40 1 q QA Joe 124 108 160 151 511fff DRAWING#: 4 of 13 15-14G MANUFACTURER: ANCHORS DESIGNED TYPICAL 5ECTION5 1),E 4 Gil ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION DPER SECTION GH ON TABLE BELOW AND ANCHOR SCHEDULE AS ON TABLE BELOW 1341 SW S.MACEDO BLVD FORT ST.LUCIE Try (ED) EDGE m (ED) EDGE FLORIDA 34983 E ;A i'. DISTANCE DISTANCE Tel.:(772)201-9919 Fax:(772)673-0588 .......... . ......... 6A WWW.JUSTslluTtfw.com V/LEG J 2,2A TRIKMED #I0X3/4' TEKS fu 6A T 5tCrION D AT 12' oc VRIWED PRODUCT: INSET MOUNT W TRACK 2 OR 2A/ -(ED) EDGE /r- 5UPERMOVA w HEADER OR SILL DISTANCE EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL W 1/19 .11, M IMPACTED RATED HEADER OR SILL w Im 1/4-14X 3/4' TEKS SPACED AT 12'12C w EMGINURING; x qZ 'Z, 5ECTION 611 ENGGO INC. CA61M M- ADJU5TADLE MOUNT 5595 ORANGE DIL 201 ANCHORS DESIGNED HEADER SU FL. 333 14 cn AS PER SECTION E I Tel.:(954)585-0304 ON TABLE BEL13W ENGCO@AOLCOM 1/4-14XI' GR5 SDS OR 3 3,3A 3A 1/4-20XI/2' HHMS W/NUT. too, E Fl- SPACED AT 12'UC yt tz mw 1S II� IVB.' 2609 3: I/IB paSTJ OF 41. 0 1, MAX BLADE SPAN IN INCHES IONA SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE �A JUL 8 0 2015 MAXIMUM 1 62 MAXIMUM ANCHORAGE PRE55URC (P5F)l BASED ON SPACING IN INCH E5 ON CENTER rfl,3mecr Seal ANCHORAGE SPACING 162 1 132 1 IGS 1 84 1 60 162 1321108 84 60 A B ID I A III -Tr in I A I Tt Ir in I A m le M I A 1. 1C ---- Pedro Do I'tpewda-PE 52GO9 - . 5 E E E E E 2 2 __ 20 34 40 120 124 143 52 2 3 60 72 136 143 1L6go 53 74 MIAMI DADS APPROVAL- 12 30 3 1 37 44 22 126 45 26 2 58 -69--34 141 1 9 _- -112 37 '!441 15 71 99 St:%;I IVN LF 8 40 32 13 67 00 1 45U 103 51 --§7--—40-6-2 F_83 TO­6_— !g' 86 149 4 11 PRODWrIUBVISPID -9- 470- a 126 132 62_ 6622 43 152 90 93 5 F4 68 P 166 —6 40 124 160 1 —-C2 . 1�� -40- 413 140 140 62 2 6L, 93 93 179 193 1 124 124 102 123 160 4 40 621 93 124 160 2 __ 22 82 6 -- -- 1 27 32 41 L16 24 49 1 3 22 26 27 32 120 [-_I 1 4 39 4 23 43 5 1 30 60 72 4 4 9 g7l 331 41 52 7 SECTION E 25 30 1-- 1 :11 1-44 1;J;- 1pi I In I A . 3 3 7E- 27 126 1 49 l5f 14 ;35 3 68 80 49 47 a 37 46 92oyy 99 i 501 61 78 0 34- 39 4 23 1 41 149 130 120 1 5015 36 135 1 65 176 47 44 91 106 65 62 _V 46 T_ 40 40 3 - 0 1 --- ��JZ3_I be I bd 145 142 Z>e 07 li- /0 16701 13*461,160, 98 93 _7 40 52 64 82 115 22 - - 23 27 -- 1- 1 29 134 122 1pn 1 41 IAA 30 28 -1 12 5 - -- 30 36 21 28 HE 2 L 81 - 37 47 66 H -5 a4 9 20 24 25 9 46 129 127 1 55 164 142 137 DATE:0410712015 26 el 19 1 34 1 40 1 2- 41 1 5:3 74 1 SECTION G -9- _T6 3g9 1 92 34 1 22-34 JR M IJJ 13U 1 61 172 146 142 1 1 27 5CALE-MA 30 _14- IM 25 1 - 61j, 1,1 196, 161 '156 — I I E37 6 37 4 DESIGN BY:PPMP 3 -1 5, A 1 5n I ;j -4- 40 40 314 21 5f, WA P 4P AR I I47 .0 11- 191 184 4 38 471 571 74 103 1 SHEET DRAWING 5 OF 13 15-146 MANUFACTURER- TYPICAL 5ECTION5 G,F AND I JUST SHUTTER IT ING AND ANCHOR SCHEDULE f 1341 5W 5.MACEDO BLVD I/I B PORT ST.LUCIE _ FLORIDA 34983 a 1/I B ¢¢ SECTION I Tel.:(772)201-9919 OUNT rn w n. KECE55CO M w y Fax:(772)673-0588 SILL ONLY WWW.JU5T5MUTTER1r.COM M a 1110X3/4' TEKS AT 12' oc w r+ao er tnm PRODUCT: ANCHORS TYPE AD1usr�AeIL�EMounlr ,e A, H, C OR D SUPERNOVA y SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'DC t INTO CONCRETE-4°(30001`51 CONCRETE) APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM dl I INTO WOOD-2 1/0(WOOD SG;0.55) (EC) EDGE CONDIT IONS FROM TABLE 1 ACt�DION SHUTTER INTO MErAL:2'(GOG3TCAtAADRASRAA3CMW 1 IMPACTED RATED (ED) EDGE pi y,F.t., -�t•,g. DISTANCE STANDARD LOCATION 21 ALTERNATE LOCATION ANCHORS SPACED ANCHORS SPACED ENGINEERING= AS PER SECTION G i; w AS PER SECTION Gl ENGCO INC. uetl6 ON TABLE BELOW :.�Ems) W ON TABLE BELOW 5595 ORANGE DR.201 D15TMCC — ,1/1B DAVI95 L5 e .. '_ --.... SECTION F _.. ._ --'.. .. _. .- _.... T ENGCO®AOL.COM 4 'A TRACK INS&MOUNT EDGE DISTANCE I w 51I1.ONLY p+u+■■+■■■.,,,� DE 1_ ANCH13RS'DESIGNED C`Q�{ v F tk�� t AS PER SECTION F2p N ­KU ON TABLE BELOW 2CO9 Lo STA OF f` ,,10NAL �N (ED) EDGE XJUL 3 0 7.015 DISTANCE w MAX. BLADE SPAN IN INCHES Engmw Seal SEE ANCHOR SCHEDULE ON Pedro De.Piguetredo-PC 52609 SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRF55URE (PSF) BASED ON 5FACING IN INC11E5 ON CENTER ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 MIAMI DADS APPROVAIa A B C D A B C D A B C D A B C D A H C D s E E E E E PRODUCT REVISED 16 — -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 16 -- 21 26 33 46 oscomplyingwith Tho Floida 12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 i 8 34 44 62 B=ildingCode SECTION G 8 28 33 20 20 35 41 24 24 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Ac lame 0514.03 6 38 40 26 26 46 54 32 32 56 67 39 39 73 B6 51 50 102 120 71 7 6 40 56 68 88 123 BxplrttionDitoo IJCeJ[f 4 40 40 39 39 62 62 48 48 85 93 59 59 ]09 124 76 75 153 160 106 105 4 40 59 72 93 130 �y 1 28 34 1 21 35 42 — 25 42 51 23 31 55 66 29 40 76 93 41 5 16 35 43 53 68 95 MlaatI odutl Control SECTIONS 12 36 40 20 27 46 56 25 34 57 69 30 41 73 68 39 53 102 123 54 74 12 40 58 70 90 127 G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 8l 111 8 40 62 93 124 160 6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 10 48 6 AO 6 93 124 160 DATE:04/07/2015 4 40 40 40 40 62 62 62 62 93 93 90 93 ]24 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA DESIGN DY:PPMF SHEET DRAWING N: 6 OF 13 15-146 MANUFACTURER: TYPICAL 110RIZONTAL JAMB AND CORNER SECTIONS J JUST SHUTTER IT we OPTIONAL SEALANT 1341 5W 5.MACEDO BLVD PORT ST.LUCIE MIN, (3) ANCHORS FLORIDA 34903 ANCHORAGE TO WALL SECTION J TYPE A, B C OR D Tel.:(772)201-9919 IS NOT NECESSARYA JAMB CLOSURE 4' FRbMS ENDS— 1SECTION J I Fax-(772)673-0588 WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE WWW.JU5T5HUMRff.COM INSET MOUNT CX2) "laxi SDS IA 9,9A TOP AND BOTTOM EXIEVENI PRODUCT: IA TRACKS SUPERNOVA II W CXTRUDM ALUMINUM I ACCORDION SHUTTER it > LARGE 4 SMALL $ IMPACTED RATED cu ENGINEERING: T13P & BOTTOM TRACKS ENGCO INC. 5595 ORANGE DR.201 DAVIE. fl.. 33314 Tel.:(954)$85-0304 ENGCO@AOL.COM "Of E 1j ANCHORS TYPE A, B,-C OR D SPACED AT 24'13C No 52 609 . 01 (ED) EDGE DISTANCE EDGE—j. ST OF w DISTANCE E 5 lot q—J 2 JAMB CLOSURE BUILT OUT MOUNT 21 OR I I JUL 30 2015 410X3/4' SS SMS OR Ensmeer 5001 to 3/16' POP RIVETS SPACED AT 24*OC SECTION J3 Fedro ix heuctredoPE 62G09 CORNER CLOSURE MIAMI DADE APPROVAL: PRODUCTREVISCID aq wtuplying ividi dic Morido f—v—§kk'4q Bu"*n DATE:0410712015 SCALE:NA 7 OR 'I 1B 1B .9' PUS.BUTTON A DESIGN Dy-PrMr 7 OR 7 (19) PUSH BUTTON LUCK LOCATED ON ACCORDION INTERIOR _ _ INTERIOR OR EXTERIOR SIDE SHEET DRAWING#: 7 Of'13 15-14G MANUFACTURER: TYPICAL HORIZONTAL 5ECTION5 HD LOCK 5ECTIQN5 L JUST SHUTTER IT INC 1341 5W 5.MACEDO BLVD PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 �— fax:(772)673-0588 NOTE:SHUTTER CAN BE LOCKED FROM I N WU+W ILISTSHUITERR,COM INSIDE OR OUTSIDE BY PLACING LOCK SECTION L INSIDE OR OUTSIDE A5 REQUIRED, y x�.m LOCK BLADE 5ECT10N a¢_ CL05F P051TION PRODUCT: �e3 �- - 5UPERNOVA EXTRUDED ALUMINUM L ACCORDION 5HUTrER LARGE R SMALL V177-71 I IMPACTED RATED c'" ENGINEERING: ENGCO INC. x,8=16 I5595 ORANGE OR.201 i$ iB DAVIE, FL. 33314 - - •••. Tel.:(954)585-0304 ._.... .. .. _ ... gp .. .__ _ ENGCO@3AOL:COM ... gp 8 #,r,0�,. DE fi/GGF��. L COMMERCIAL MORTISE OCK EXTERIOR KEY OR THUMB TURNW/ d Q L AND INSIDE .THUMB TURN ANCHORS TYPE• NO 52609 td E INSTALLED ON SHAPE 8 A, B, CORD SPACED AT 24.0C d - STA OF ALTERNATE 5ECT10N L t 7aa. �Fd L • ' LOCK BLADE Wlm $,.off F(p 1 pP,, y►�,. [:5:E�C1,170N L7 STARTER13LADESECTION iA1ON DIBEB4'M -ti, NAL ars �Narnaraf 1 .III! 8 d 2015 Engmeer Seal Pedro De rtVwredo-PE 52609 Tj MIAMI DADE APPROVAL: "n tom^' PRODUCTRIWISPD a f as a mplyind with Me Ronda 8uirding{bdo Acap Iec.No&0 .03 m Y 8A B pl Lnnl7aSo o )q .! ar 8 8A i J 13 Mf U ntrol iB DATE:0 410 7120 15 COMMERCIAL MORTISE LOCK W/ 5CALE:NA EXTERIOR KEY OR THUMB TURN DESIGN BY:PFMF AND INSIDE THUMB TURN i J COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE B iBJ EXTERIOR KEY OR THUMB TURN iB AND INSIDE THUMB TURN 5HEET DRAWING#: INSTALLED ON SHAPE 8 8 OF13 15_14G it MANUFACTURER TYPICAL HORIZONTAL UNIMATE LOCK 5ECTION5 M JUST SHUTTER IT INc LOOKING PINS APPLICABLE 13415W 5.MACEDO BLVD ONLY AT OPEN POSITION TO SECURE STACK PORT ST.Lucie FLORIDA 34983 LOCKING PINS NS A " Y AT OPEN P To SECURE STACK Tel.;(772)201-9919 -IN 7A Fax:(772)G73-05W NOTE:SHUTTER CAN 13E fu WWWAISTSHUTTERMCOM FROM OR OUTSIDE =LC,�CKI INSIDE B=LAClt IN51DE OR OUTSIDE A5 REQUIRED. ICU SEC71ON m D. LOCK BLADE SECTION PRODUCIr CLOSE POSITION 7A SUPERNOVA EXTRUDED ALUMINUM w ACCORDION SKMER LARGE 4 SMALL IMPACTED RATED ENGINEERING: 7 13R 7A 7 OR 7A FNGCO INC. uattc tnoo 7 13R 7A 7 OR 7N 7 OR 7A 5595 ORANGE OR.201 DAVIE, FL. 33314 Tel.:(954)585-0304 1/4-20 SCREW SC X3/4'THUN8 SCREW ENGCO@A0LCOM LOCATED ON ACCORDION • X E1 E INTERIOR OR EXTERIOR SIDE VE P IIPPIIS�T, L BRILL AND T7AP.UPPUSITE 114XI 1/2 FULL PIN , n, "T�'N yp DE P • 65— BLADE TO RECEIVE SCREW INSIDE OR OUTSIDE RDION (19) PUSH BUTTON LUCK' 0 NQ LOCATED ON ACCO INTERIOR DR EXTERIOR SIDE* No.52609 ALTERNATE 5ECTION M I LOCK N MCTION LOCK • BLADE WITH ST F 5 O STARTER BLADE SECTION \.Pot OS'EN POSITION ANCHORS TYPE ZEE: /-7 OR 7A A D C OR I) JUL 8 0 2015 SPACED AT 24'CC AMA Erto'neer Seal rc&o De fu3mredo-PC 52609 7 OR 7A IA-\ MIAMI DADS APPROVAU N PAtIDUCTItEVISDD Furl de LrXD 7 OR 7A Acm No .03 SB PUSH RUTTIIH LOCK D 0.0 ON LOCATED ON AML.010 7 OR 7A INTERIOR DR EXTERIOR SIDE A I mw 8 lift Co 0 C 7 OR 7A 4� DATE;04107/2015 SCALE.INA DESIGN BY:PPMr 2B 13 IB SHEET DRAWING#: 9 OF 13 15-146 VANUFACTURM- IYPICAL HORIZONTAL SECTIONS STD LOCK 5ECTION5 N JUST SHUTTER IT iNc 1341 sw s.MAC=BLV[? PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fox. (772)G73-0588 NOTE:51i�UTTEP CAN BE LOCKED M WWW.JU5TSHUrrMT.COM INSIDE :'TS MIDE OR OUT51DE BY PLACING LOCK Of Fa IN51DE OR OUTSIDE A5 REQUIRED. t SECTION N 'S, zfu [LOCK I.Al "ion CLOSE POSITION PRODUCT: SUPERNOVA EXTRUMD AIUMINLIM • ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED IR 5mw ENGINrXFjNGi N FNGCO INC. CABI IC 5595 ORANGE DR.2O1 22A— DAVIE, FL. 33314 Tel.:(954)585-0304 22 ENGCO@AOL.COM' 22B D F 00 ,4\c Rai %0 2609 1 ANCHORS TYPE A, B, C OR D SPACED AT 24' C ALTERNATE 5=ON N I 5EC .. . ..N LOCK BWE:W - K I..... LOADI 1111 WN STARTER BLADE 1A) 1� . CI Msoil too JUL 3 0 2015 c0q.der SCSI Pedro De Fpawedo-PC 52509 MIAMI VAOr APPROVAL: J%ObucrsRhvlm :7 2 171 A 2A 22 .,�A., 22A DATE.04/07/2015 ?a 5CAU!-.NA DESIGN BY:PrMf YV00 5HEET DRAWING M loor 13 05-14G TYPICAL BLADE A55EM134Y MANUFACTURER: BILL OF MATERIALS JUST SHUTTER IT INc 13 22 13A ITEM OE5CPJPTION MATERIAL MANUP RER 1341 5W 5.MACEDO BLVO ! BLADE 3-T6 ALUMINUM N 5.A. FORT ST.LUCIE l6 IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. FLORIDA 34983 BPt1Ul1l ji- 19 1 B COMP05fTE BLADE 6063-T6/LEXAN N.A.5.A. Tel.:(772)201-9919 Fax:(772)673-0588 20 l4 IC CEILING T STACK BLADE 6063 T6 ALUMINUM NA5_A. WWW.JU5T511UTrERET.COM 2 CflI1NG TRACK 6063-T6 AWMINUM N.AS.A16 i'/1/2'WALL HAUNT TRACK G063-T6 ALUMINUM N.A.5.A. 14 t8_ 3A 2'W LL MOUNT TRACK 60G3-T6 AUJMINUM N.A.5.A. 4 •A'TRACK G063-T6 ALUMINUM NA5.A. 5 ftmTS5Ep TRAM 606 -6 ALUMINUM N. S.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK G063-TG ALUMINUM N.A.5.A. GA ADJUSTABLE MWEETRACK GOG3 T6 ALUMINUM N.A.S A ERNOVA SUP HEADER T I' 7 UNIMATE I=MADE W/O LP 6063 TG ALUMINUM N.A.S.A, fXTA P ED ALUMINUM 0. 14 7A UNWATE LOCK BLADE W/LF 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER 8 HD FEMALE LOCK BLADE GOG3-T6 ALUMINUM N.A,5.A SA HD MALE LOCK BLADE 6063TG ALUMINUM N.A.S.A. LARGE 4 SMALL BLADDI3- I C 8B HD ADAPTOR FlLLER 60G3-T6 ALUMINUM N.A.5.A, IMPACTED RATED E SCREW SCREWW 9 I'JAMB CL05URE G063-TG ALUMINUM N.A.5.A. A 10 STAINLESS STEEL 9A 2'JAMB CL05URE 60G3-T6 ALUMINUM N.A.5.A. i O 114-2X ANGLE G06346 ALUMINUM N.A.S.A. 11 1/8-2X ANGLP 6063-T6 ALUMINUM N.A.5.A. ENGINEERING- .19 INC.19 12 WHEEL CARRIER PLATED STEER NYLON N.A.5AtVa.7C� 4V1.rCA8t16 SILL ,o !3 #10X3'HH BLAOE SCREW 410 STAINLESS STEEL N.A.5A- a 13A 4!0X2'HH BLADE SCREW 410 5TAJNLF55 STEEL N.A.S.A. 5595 ORANGE DR.201 a 14 0.44`DIAM.FLAT WASHER STAINLESS5TM N.A,5.A, DAVIE, FL. 33314 N _ 15 0.4G'0 x 0.93'BU5HING NYLONN.A.S.A. 'Tel.:(954)$85-0304 16 0.46'0 x 0.GT WHEEL BUSHING NYLON N.A.5.A, - fNGCO@AOL COM 14 '4 19 PUS -BUTTOM OCK i H 16 —i I—. 20 112'x 318'WHEEL SPACER W40M N.A.S,A. +r++++aprei IS �1101L1 : 21- 1/16--1X2,IX2.5 IX4 LW ANGLES G063-T5 ALUMINUM N.A.5.A. 0.14 22• 5TD FEMALE LOCK BLADE G063-TG ALUMINUM NASA. �+ ¢ ,«t»»»• 13 13A 22A, STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.SA r.0 +" CENs SLAADE LCR H 22B 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A.5A' .•�q't7 V 41 Q 5TA1NLF55 57ER NO.rJz6d� 1 0 o.$00 o.4 m yy 4 STATE OF �'a a¢¢ a.390 Q A tp 0.390-�"� � ��1 Q44 Q03 �',�4�'�+�;'•�.�»R►O���y��.� I�I d + dT� 0.310 -F �J JUL 8 0 2015 v ,P� I A-0.03'X OAA•0-I- STAINLESS En Aw Seal d © c's Q FLATWER� ANC110RSCFIEDULE PrrltoDeMyuarcde-PE52sos i G..46'0 KG5' 15-.46'0 X.93' MIAMI DAVE APPROVAL: 0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DESCRIPTION EMB E.D. 20.1/2'0X0.36 A 11W ITWTAFCON INTO 3000 P51 CONCRETE 1.75 3.0 PRUDE=RBYISSO NYLON WHEEL 14'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2.5 as theRavide SPACER AI 1/4'ITW TAP N I TO CONCRETE!BLOCK 1.25 &0 8utldIPSCoae 1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Aoceptuloe No -0 .o3 B 4-20 1 POINTS 5OUDSET INTO 3.0 KSI CONCRETE 0.875 3.0 Date 4 131 114-20X I ALL POINTS 50L D ET INTO CONCRETE BLOCK 0.875 310 R 1 O 6=.5 ) 50 O Contra! 12-WHEEL 5 WITH R D I/4'-14 SELF DRIVING SCREWS INTO 1/8°STEEL OR ALUMINUM 0.75 STAMPED SS Haiti -- ' O NYLON WHEELS E 1149 CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0 �s El 114°GRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3,0 DATE:04/07/2015 NOICS: ED:CM 015TANCC SHA1L BC BMUD WALL DRC551NG SCALE:NA ID 114*TMCO IN Cf=-rr=#1#1DE 4WOOLa CAN CCU5WINREMCEOf It4'tse,50tIV5 DESIGN BY:PPMF d I-i.24 -I SHEET DRAWING#: 1 I OF 13 15-146 MANUFACTURER: SHUTTER COMPONENTS a 92 JUST SHUTTER IT INC 4.56 4,54 4.09 3.23 %46 134 1 5W S.MACEDO BLVD 4.09 -1.24 1.99 0 61 2.85 PORT ST.LUCIE 4p,�1 0 m d lL 47 'S o FLORIDA 34963 cu d d 0 0 o Tel.:(772)201-9919 a Pax:(772)673-0588 0 3.21 u 1.48 o NMrW,JU9T5HUTTERfT.COM OOh 1.23 I B•COMPOSITE 2.0' 1-0.05'ACCORDION BLADE o T l_ 1 ig LEXAN ALUMINUM/L M BLADE EU 7A-UNIMATC W1 LP 1.45 T d AS PER NOA 13-0717.01 7-UNIMATE W/O LP LOCKING B 0.41 LADES PRODUCT' XL 102UV LOCKING BLADES I A-STARTER BLADE Z-m - , asl 2.31 - I SUPERNOVA 1.83 ~ ro m EXTRUDED ALUMINUM 4.61 h ^ 1,77 51 1.56 o �_ ACCORDION R SMALL R �4.08 0 m0' 9 m =T- IMPACTED RATED o,e6 �', USE ADAPTOR FILLER USE WITH 8 AND 8A I 1 C-0.05•FLOATING STACK BLADE 0 07 0.61 1 N ei o ^I N'" 1.99 •" a e1 ENGINEERING: 2-INSET TRACK Vq RG STIONat o 3.00 ENGCO INC. CA6116 HEADER/SILL MOUNT 0,6q 5595 ORANGE DR.201 to-os 8A-MALE HD 0.00 0.60 DAVIE, FL. 33314 0.13 2.1-INSET TRACK W/O RG Tel.:(954)585-0304 ALTERNATE[ALK -- HEADER/SILL MOUNT - - 8-FEMALE HD _• .. LOCKING BLADE ENGOC,@AOL.COM • /(r END RECEPTOR LOCKING BLADE VY END REA0.E ill 3.83- TRACKS 3 n N ga TRACK]3, 3.1 N P.ELFSSW TRACK �qP' 'E 1�/.�'l'y� 3A ANO 3A 1 .� ^ SILL MOUNT ONLY p` .,,,`�K/�(•� .� J O.io "�. y •. 0 2 60 et .`'R�r�\ ENBF �OL 10 - ` 0. a i7 a No. 2609 �{ _ 0 0.D6 � `�• 1•*'. �2.93 2.a1 o.T9 ri o.07 0.61 RG a o.06 r3A-2 BUILD-OUT TRACK OPTIONAL a ^ q a 6 a 9B ND JAMB CLOSURE o 0,86 "_ HE SILL MOUNT 1.0 �� 3A.1.2'80 TRACK W/O zzB-IOQC KEEPER LNSERr 2,7o--^I JUL d 0 2015 DR R/UN GUARD(RG) 22-FEMALE 970 22A•MALE STD 9-I•JAMB CLOSURE N .SD 0.07-10.61 R6 LOCKING BLADE LOCKING BLADE E uteer Seal OPTIONAL o Pedro De Figueuedo-PE 52609 3-1-/It BUILT-OUT TRACK HEADER/5ILLMAUM 3.LO MIAMI DADE APPROVAL: 0.125 0,25 T-- 3.1-I'A}•BO TRACK W/O 9A-2'JAMB CLOSURE PRODUCT RRV15ED RAIN GUARD(RG) 2.43 2.07 D.09 u complying wish the Florida 0.06 1.91 0.06 $ulldieg Code �� �oaf o-o 13,03 0.6l I 1 F0, r to!q 0.06 m d M fE 1L ANGLES BMlerlll NConhn ^ NUM ALLOY0.61 v o ci d o1 O o Oo ffiUSE ONLY 0- °- o 2.09 0,75 DATE:04/07/2015 d 0.070.07 3.36 SCALE:NA o 2.23 1DESIGN 8Y:PPMP T 6A- EW STABLEILL MO MALE 0.95 I-••1.13--1.29 6-ADJUSTABLE FEMALE HEADER/SILLMOUNT 3.37 HEADER/BILL MOUNT 'A•TRACK 5)1FST .DRAWING 11: A SILL MOUNT ONLY 1 t-118'THICK ANGLES 10.1/41 THICK ANGLE5 1' DR 1.5'� 1 2 OF 13 15-146 6063-TG ALUMINUM ALLOY 6063-T6 ALUMINUM ALLOY MANUPACTUR62: SECTION x JUST SHUTTER IT 1Nc TRACK 2 OR 2A IN5ET MOUNT SECURED TO AN ALUMINUM PLATE 134 t 5W S.MACEDO BLVD BETWEEN WOOD TRU55E5 PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 — Fax:(772)673-0588 WW W.JU5T5HUTTERIT•COM 0.63 1.25 1.25 1.25 0.62 00------------- � I � PRooucr. N <4 PER RAFTER) 1/4'X 2 1/4 FH TAPCONS I p SUPERNOVA WITH 2' MINIMUM I/4'X5'6063-T6 ALUMINUM PLATE PENETRATION INTO WOOD CLOD ION 5H 11 M ACCORDION SHUTTER LARGE 4 SMALL ' 5.00 IMPACTED RATED tL 1/4'X5' OR 1/8-X5' 6063-T6 oT ENGINEERING: F 2,2A ALUMINUM PLATE SECURED TO _ _ RAFTERS AT MAXIMUM 24' OC ALTERNATE7ALUMIINUMANGLE 0 ENGCO INC. cnwr SEE TABLE BELOW FOR SHUTTERni ( moo SPAN & PRESSURE 1/49C2'X5"6063 T6 5AVI ORANGE 3 14 DAVIE, PL. 5-03 4 1/4'-14X 2' SELF DRILLING SCREWS Tei.:(9O OL.CO 04 'w z SEE SHEET 5 MOUNT TYPED ENGCO®AOL.COM Jy ANCHOR TYPE-D FOR ANCHOR SPACING ++++p.++++'+•••..+� EFS, No. 2609 STA F �r 1!87(5'6063-T6 ALUMINUM PLATE �P \��r� ALLOWABLE DE51GNED PRESSURES ALLOWABLE DESIGNED PRE55URE5 ti'cSs��NA{.' FOR 5EG(10N X M U4'ALUMINUM PLATE FOR 5ECnON X WITH 1/8'ALUMINUM PIATE +a...also, BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED �I-----�00JUL 2015� SPAN PRE55URE(P5 SPAN PRESSURE(P5F cu (IN) I IN BLADE I BLADE I B (IN) GLADE I BLADE IB I Engineer Scal 60 ±159 •:-159 60 ±99 ±99 1 Pedro De F.gmcedo-PE 52609 72 ±132 132 72 ±82 ±82 ALTERNATE TO PLATE o0 84 ±1 13 ±113 84 3'71 ±7 I I/8°X29(5°6063-76 ALUMINUM ANGLE o i MIAMI DADE APPROVAL: 90 ±106 ±I06 90 ±66 ±66 a 108 ± 88 ± 88 108 +55 ±55 ODULTReV1shn 126 : 68 ± 68 126 +47 ±L' oo as ODgwilh the Floddu BmI4Ing Coda 132 ± 62 ± 61 132 ±45 ±45 Aemp=eNo) - 6)g.a; 144 +45.-52 +45-47 144 ±41 ±41 Ev Do 19 162 I+30,-40 +28,-33 162 ±30 +28,-30 g ' Mian L1edo uc convo NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BffMCEN BLADE SPAN 51ZES DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF I 5HEET DRAWING#: 1'3 OF 13 15-146