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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY "1:111-1 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-UF ACCEPTANCE(NOA) www.miamldade.eov/eeaaamy 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 alter 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 put-poses.If this product or material fails to perforin 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 r 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.Mahar,P.E.,M.S. MIAMI•DADECOUNTY ��,, - --'NQANo15i051-3.03 � � ��• ���`��'�Ezplra`tion Date:'08%14/2019 Approval Date:08/27/2015 08/Z7/' Pagel 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 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.L., 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 ofpr•oduct 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 11,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 Shatter 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.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 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 Figuriredo,P.E.,certifying that the drawing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical to NASA.'s generic drawing(No. 15-113)and complies with FBC, 2014 Edition. 14� Hdffiy 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 INC 1341 SW S.MACEDO BLVD LUCIE EXTRUDED ALUMINUM ACCORDION SHUTTER PQ ' FLORRIDAIDA 349988 33 LARGE M 1551 LE I M PACT RE5I5TANT Tel.:(772) 19 Fax:(772)673-0573-05 88 W W W.JU5T511UTTER)T.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVt Z PRODUCT: 1-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND 5U PERNOVA ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEDN5(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM ACCORDION SHUTTER PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. LARGE 4 SMALL IMPACTED RATED 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ZONE(HVHZ)OP THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V15113LE LOCATION STATING ENNGINMPJNG: THE FOLLOWING: ENGCCI INC. CA 0116 5595 ORANGE DR.201 'JUST SHUTTER IT INC-PORT ST.LUCIE 7 FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tcl.:(954)585-0304 _ MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' ...- - •- SHELL' DESCRIPTIOtJ - - -- ENGCO@AOL.COM 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BYAI TA13LE �W .. W ,..• . .GENERAL PROFESSIONAL ARCHITECT ORHEALLENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED 2 TYPICAL O ELEVATIONSALLOWABLE NOTES,USER INSTRLADE PRESSURE TABLE UCTION9 I A AND GLA55 ;.�'QQ�o��6 �".,�/•,' PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT 70 BE 1. USED. SEPARATION TABLE 2 •Q ;� No.5 609 'o e 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-T6 OR A5 NOTED. 3 TYPICAL SECTIONS A.B 1.B2,B3,54 WITH ANCHORAGE TABLES *$ *2 6-FASTENERS:A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B 4 C WITIi ANCHORAGE-TABLES '0°`'. STAT F DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. O� (DR TOp•,•����� 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 ••�13_ ONaG'�o TO VERIFY THE FOLLOWING: "•........r..•r� 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 JUL 3 0 2015 ANCHORAGE. 7 JAMB AND CORNER SECTIONS'J" 7.2-THE 51TE 5PECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE al REQUIREMENTS,DE51GNED PRESSURES ETC. Erg eine o- 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS'L" Pedro De RgeevedPE 52609 8-33 1/3%INCREA5E IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL. FOKTHI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'N' PRODI=REVISED FOR WIND LOAD HAVE BEEN USED. as complyingwid,the Florid:, MIding Cedc I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. A=Mo No .0613.03 12 COMPONENTS &sp'7. Ion D.Le 0• 9 USER INSTRUCTIONS: py M' D duct Con Vol I-DETERMINE PROJECT DE51GN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'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. - DESIGN BY:PPMP 4-DETERMINE MAXIMUM ANCHORAGE M55URE 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 OP 13 1 5-146 PRESSURE FROM GENERAL NOTES 4 MANUFACTURER: JUST SHUTTER IT INC FABLE I� TABLE I A IMTEPJOR'/CXfERIOR 1341 5W 5.MACEDO BLVD PORT 5T,LUCIE MAXIMUM ALLOWADLE#I BLADE MAXIMUM ALLOWABLE p I t N I B BLADES FLORIDA 34983 SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRESSUREI T 1 100• � ---�. Tei.:(772)201-9919 BLADE SPAN PRESSURE(PSF) BLADE SPAN PRESSURE(PSP) / ALL ALUM)NUM DES Pax:(772)673-0588 INCHES NFG INCHES O NEG I 1 WWW.JU5T5ttUTTEFJT.COM 60 160 160 60 I GO 160 GG 158 158 66 158 158 I,5iEf ijoRaixrERJOR 72 144 144 72 144 144 PRODUCT: 78 133 133 78 133 133 84 124 124 84 124 124 INTERIOR/EXTEFUOR 6BSUPERNOVA 90 JIG 1 16 90 1 16 I I G I 1 COMBINATION 96 108 108 96 108 108 1� ALUMINUM/LEXAN BLADES ACCORD ON 5 UITTER 104 100 100 104 100 100 ,� I Do' CAN LARGE 6 SMALL BUDeCAN Dc ARRANGED IN MANY 108 93 93 108 93 93 COMBIUA110N5 A5 REOUIRED IMPACTED RATED 114 83 83 114 83 83 ]B LB 120 75 75 120 75 75 INTERIOR EXTERIOR 126 68 68 126 68 68 132 62 62 132 61 61 ENGINEERING: 138 57 57 138 53 53 INTERIOR I EXTEJVOR ENGCO INC. CA DI IG U_44—_... 48——52 144 45 47 5595 OR/WGE DR.201 150 41 1 150 1 38 42 IB ]B� ID� DAVIE, PL. 33314 162 30 40 162 28 33 TEL:(954)585.0304 z- ESS�IRoer oeslcuvnrBlo�anaml5nr11cnPs)PORnuco+lo---... -- — - .. ----•� ._ .. _ - / - ALL"LFXAN BLADES -.. - ENGCOpAOL.COM ._ . ._. ...... _.— N J NOTES:..... molls 1B IB 3.uNEAK UITERP LAnoN 15 ACCEPTABLE PDR DESIGN WUO LOADS Alm BLADe SPAN onwerl7 TABULATED.I.VACINTERIOR EXTERIOR � 0� UE fi1 n-useTAUU! AkMN01ecRNOREmme IBeAOE 5useo ENg / 5-BLADE REVERSED 1HSTANAnou 5 ALL0.Y2D FOR ALL M.OUNfED CONDmQVS TABLE 2 N0. 2609 1 MINIMUM SHUTTER SEPARATION FROM GLAZING *? I TYPIGAL`EL•EVATION TYPICAL_CR055- ON # ` GLAZING 5EPARATION (INCHES) %OAF 0It VO., TBP TRACK '' �_SECPISTATF r BLADE TYPE <=6B ESP 04' 6'1 <=162' JUL 3 0 2015 ALUMINUM 2' 2 3/4' 3.125" ALL ELEVATIONS Engineer Seal ,., srAUunLN Pedro De Plgueu•edo-PE 52609 a z ' < TEXAN 3' 3" 3" C3 0_ a MIAMI DADE APPROVAL: M. N I <=30 ElF/ATION YPRODUCT RL'VJSED W ( a LEXAN 2 1/8, 3" 3° as ODmplliog wide the Florid;, >30 ELEVATION Build ng Coda Ex"r ADoepL toonn Date E O5—OSl/ o 4 NOTES: I-SEPARATION PROM GVVIUG AREAS SHALL of MEASURED FROM GLVUIG.5URPACE•TO TNE_INNER M.OST•DIADE,OR LOCK SURFACE. BY 7 (`Z.G_U,551 ARATIOn F3) CABLE PER-THe.NVci7.,(OP.0.VAR0 Al }.Ilflll Dnd ddoet Control _ "'MIAMI-0ADE COU:ITI 3.WHEN 5HUTTEK 19 A55EMOLED WK BOTH TYPES OF BLADES THe 1 LARGEST GNUS SEPARATION SHALL APPLY. DATE:04/07/2015 A,B,B1,B2,B3,84 BOTTOM TRACK SCALE:NA E F C,I,GH DESIGN BY:PPMP SHUTTER WIDTH (SW) NO LIMITATION SHEET DRAWING!J: 2 Of 13 15-14G MANUFACTURER: TYPICAL SECTIONS A,B 1, B2,B3,B4 AND ANCHOR5CHEDULE - -f 1/1B JUST SHUTTER IT INC 1/4-14X1' GR5 SDS OR w z HIOX3/4' TEKS SECTIONA 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341 5W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC ro PORT 5T.LUGIE HEADER OR SILL 16 oFr1DNnL FLORIDA 34983 11 cxo 1 5ECTION B4 7e1.:(772)201-9919 2.2A-, _ I 6 ADJUSTABLE TRACK Fax:(772)673-0588 I ' ON REVERSE ANGLE WWW.JU5T5ViUTTERIT.COM IT EMBED. 41 SILL ONLY thm 11 r N Ww ANCHORS DESIGNED PRODUCT: ti 6A w-iE AS PER SECTION B4 � ANCHORS DESIGNED = 10 ; w� ON TABLE BELOW S �Q AS PER SECTION A ti 4 w= 5UPERNOVA, z 1/1B ON TABLE BELOW ..4' EXTRUDED ALUMINUM ¢ ACCORDION SHUTTER w a 1/4-14X1'-6R5 SDS OR .. :`+i� 1/4-20X3/4' PHMS W/NUT LARGE C SMALL W a SPACED AT 5'OC EMBED. IMPACTED RATED 5ECTION BI a "A°TRACK ON y 1/1 B REVERSE ANGLE ENGINEERING: SILLONLY -I ENGCO INC. CA 6116 a 1/1 B 5595 ORANGE DR.201 ANCHORS DESIGNED 5ECTION 133 DAVIE, FL. 33314 `u wz AS PER SECTION B1 - I� IIIOX3/4' TEKS ADJUSTABLE ON _ Tel.:(954)585-0304 _ ON-TABLE-BELOWr 'Q -. AT 12' OC - STD.ANGLE ENGCOQAOLCOM I a is v a I •:r:. SILL ONLY w ,���p�ai.••••••,�� ANCHORS DESIGNED 1/4-14X1' GR5'SDS ORI s w 1 i 6 0� AS PER SECTION B3 ;p•.�Qj� �cERs,GGFZ.�` 1/4-20X1/2' HHMS W/NUT EMBED.7- 1 SPACED AT 12'OC : - - t ,, "'F ON TABLE BELOW Q`I7•'••,�' F � f, tiA No. 2609 6AI STA F d y 10 'i EMBED.'_'ll '�4•�(OR OP.,•'.`�,,��. La ANCHORS-DESdGNED------7 ••�'ss�ONAL �� w ¢ 1/IB o� S PER SECT1l7N B2,�--J 1/4-14X1' GR5 SDS OR •........of," = m t5 ;� WF ON-T"FlBLE BELOW 1/4-20X3/4' PHMS W/NUT •,,, rc J oarlltNnl a SPACED A7 5•Dc .JUL 3 0 2015 w a i' D ruoo i; MAX. BLADE SPAN IN INCHES Pedro DeP9uc� redso�PE52609 w l.t 4 f 1 EMBED. SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5P) SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL: BASED ON SPACING IN INCHE5 ON CENTER Es ANCHORAGE SPACING 162 132 108 84 60 1/4-14X1' GR5 SDS OR L5ECTION$2 PRODOCTRLVISED 1/4-20X1-/2'. HHMS_W/.NUT "RAC ON s E E1 E EI E E1 E EI E El Boiid�C aQsilh the Fiarida .�_SPACED AT 12'66� STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 A SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98PlenceNolS- S13.o3 A,B1,B2 g q0 40 62 62 93 81 124 105 160 146 tion Dale MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 F1iomI Dol uc C a 0 4 40 40 62 62 93 93 124 124 1G0 160 SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) 13A50D ON 5PACING IN I N C H E 5 ON CENTER ANCHORAGE SPACING-1162 G1-3 108 84 60 SCALE:04107/2015 A 7!2015 19 1 A IAI III IBI IC ID to Al B B1 C D A AI B BI C D A Al B BI C D A Al B B1 C D DE51GN BY:PPMF SE 62 49 62 49 90 22 93 60 92 60 116 29 124 77 _118 77 160 40 160 108 160 107 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,B1B2j 8 40 26 40 40 40 40 6P- 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 l60 160 160 B3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 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 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146 MANUFACTURER: TYPICAL SECTIONS B AND C JUST SHUTTER IT 1Nc AND ANCHOR 5CHEDULE 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel (772)201-9919 AS-P-ER-SECT•I:ON-C-j Fax:(772)G73-0588 I9BLE-BEL13W—) WWW.JU5T5MUTTEPIT.COM e 3,3A a z a PRODUCT: as a z °, 1/1B �o SUPERNOVA i EXTRUDED ALUMINUM °,', axco ACCORDION SHUTTER. 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BLADE SPAN IN INCHES "••..•r•"'��� SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRI'_55URE (P5F) BA5ED ON SPACING IN INCHE5 ON CENTER JUL 302015 ANCHORAGE SPACING 162 132 1 108 ZWi-5 1 60 Engmcer 5eal A Al B IBI IC ID A Al B B1 C D A AI B Bl C D "Ad ':A.1� B Bl C D A Al D 1 C D Pedro Dariguetredo-PE 52609 14 40 -- 40 40 40 40 62 18 62 49 62 49 81 22 66 0 1 60 104' 29 110 77 104 77 145 40 1 5 l06 146 107 SECTION$ 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 g15647 157 725 MIAMIDADEAPPROVAI: 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 IS1 124 111 124 111 160156 160 155 FRODUCTRDVISED 40 62 43 62 62 62 62 93 52 93 93 93 93 124 124 124 124 124 160 160 160 160 o canplying with the l7odde 4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 l24 98 124 124 124 124 7 160 160 160 160 BV Mieg Codu AcceDlnnn No/$� lS)3-Oj Bypi Icon Uolo 0 olt� MAX. BLADE SPAN IN INCHES El Mimes Dad ucl Cnnhol SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURI=(PSP) 6A5ED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60 DATE:04/07/2015 s E E1 E El E EI E EI E E1 5CALE:NA 14 40 31 62 38 87 46 112 60 157 84 DESIGN BY:PPMF SECTIONS 12 40 36 62 44 93 54 121 70 160 98 B&C 8 40 40 62 62 93 77 129 99 160 138 6 40 40 62 62 93 88 l24 113 160 156 4 40 40 62 G2 93 84 124 108 160 151 SHEET DRAWING N: 4 OF 13 15-14G ' MANUFACTURER: ANCHORS DESIGNED TYPICAL SECTIONS D.E*GH ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH ON TABLE BELOW ON TABLE BELOW 1341 5T' S.MACEDOBLVD . PORT ST.LUCIE (ED) EDGE w (ED) EDGE FLORIDA 34983 DISTANCE w DISTANCE Tel,:(772)201-9919 Fax:(772)G73-0588 E0. EQ. 6A J WWW.JU5T5HUTTERIT.COM W/LEG TRIMMED m 2,2A N 6A tt10X3/4' TEKS W/LEG PRODUCT: _ AT 12' OC TRIMMED SUPERNOVA SECTION D _ I' IN5ET MOUNT W/ (ED) EDGE 2 TRACK 2 OR 2A DISTANCE DCTRUDED ALUMINUM az ACCORDION ShUTiF-R F W z HEADER OR SILL _ t" 'W-s, LARGE t SMALL SECTIONEIMPACTED RATED 1/IB ANGLE INSET MOUNT IHEADER OR 5ILL w 1/4-14X 3/4' TEKS L ;,.. +_ _ T SPACED AT 12'OC w ENGINEERING: 1 = Ja 5ECTION GH ENGCO INC. CAbtIG ADJU5TABLE MOUNT 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER/51U- DAVIE, FL. 33314 T C' AS PER SECTION E - Tel.: 585.0304 ...- -....... .. -_.._.- ._ _. .__. ... ---... -: ON TABLE BELOW .. .. -. .... ..-. - - CCOQAOL.COM .. Te N u d 3.3A 1/4-20X1/2GRHHMSSOR H/NUT. .. .',•'A',o�p.nm.pp••,, . SPACED AT 12'OC �p ...... E SF...zT Q/ td /� w T�. Q ..EN 1to_ 2609 1 *1 ) Qa 1/1B ?�3i STA of !W MAX. BLADE SPAN IN INCHES AUL 8 O 201 SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) BA5ED ON 5PACING IN INGHE5 ON CENTER Engmcer Seal ANCHORAGE SPACING 162 1 132 108 84 1 60 1 162 132 11013 1 84 I60I Pedro De Fuyuercdo-FE 52609 A B I ID I A IB IC D A B C D A B C D A B C D s E E E E E 16 22 27 — 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36 43 16 28 34 41 53 74 MIAMI DADE APPROVAL: 12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BI 97 48 57 12 37 45 55 71 99 SECTION D 8 40 40 26 32 55 62 32 39 67 80 40 48 II6 103 51 61 121 145 71 86 8 40 62 63 106 149 PROnUCCRDv1STD 6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 40 62 93 124 160 moompl)inBwhitthe Florid- q da 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160-T43 160 4 40 62 93 124 160 Building CoN AcuptanacNo 5-05)5.0 3 22 27 33 43 60 6xplte ion Date o� �9 9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 5 73 SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 BO 49 47 8 30 37 46 1 5 82 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 6S 62 6 40 50 61 78 10 M1amID oduut Control 4 40 40 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 1 4 1 40 1 52 64 82 115 -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DATE:0,1/0712015 25 29 -- -- 30 36 23 21 _ 39 46 29 27 55 64 41 37 9 24 30 37 47 66 5CALE:NA SECTION GH 8 23 27 — 28 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 27 34 41 53 4 DESIGN BY:PPMF 6 30 1 36 123 21 37 44 28 25 46 S3 34 31 59 69 43 40 82 96 61 'SG 6 37 45 55 71 9 4 40 40 34 31 56 62 42 38 68 BO 51 147 88 103 65 160 123 144 91 84 4 38 47 57 74 103 5HEET DRAWING N: 5 OF 13 15-14G MANUFACTURER: TYPICAL SECTIONS G, F AND I AND ANCHOR 5CHEDULE JUST SHUTTER IT INC ' F x 1341 5W 5.MACEDO BLVD 1/1 B PORT ST.LUCIE w� FLORIDA 34983 a ¢¢ SECTION I Tel.:(772)201-9919 vi F N RECESSED MOUNT Fax:(772)G73-0588 Li SILL ONLY WWW.JUSTSNUTTERIi.GOM #10X3/4' TEKS 3: m AT 12' oc ram PRODUCT: I 5ECTION G _ 'P ANCHORS TYPE D ADJU5TADLE MOUNT A, H, CORD SUPERNOVA x EDGE CLEARANCE(EQ SPACED AT 48'OC ti 'I� SILL ONLY INTO CONCRETE-A'(3000 PSI CONCRETE) EXTRUDED ALUMINUM ^ APPLICABLE FOR ALL LOAD INTO WOOD=2 1/2°(WOOD 56:0.55) _ (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER N 1 INTO METAL:2'(0063-TGNUUARA5TMASCs7M) CLEARANCE LARGE RSMALL IMPACTED RATED 4 IZy (EID EDGE ,w•. _�,.. DISTANCE STANDARD LOCATION _21 ALTERNATE LOCATION ENeNGINEER)NG: ANCHORS SPACED 2 ANCHORS SPACED FLS' AS PER SECTION G w AS PER SECTION G1 GCO INC. LA 0I 1G ON TABLE BELOW %`.r(E D) T ON TABLE BELOW -••• DISTRU w 5595-1 1/1B DAVIE,P PL. 33 201 v� I SEGTtON F Tel.:(954)585-0304 3 14 ___. a. .- .... j., _-._� _.. ... ..... __. .. .. ENGCO©AOL.COM - - -- .ALTERNATE (ED) J •- '- 'I— a A TRACK INS".30 NT `EDGE DISTANCE II M W SILL ONLY ��c„p.DE.F,G�. w ANCHORS DESIGNED �CENS .;.� AS PER SECTION F Q•° - ON TABLE BELOW N0. 2609 ..0 IH I :,.. /ONAL —1 1 • NAL . •... (ED) EDGE JUL 3 0 ?.015 DISTANCE w MAX. BLADE SPAN IN INCHES L'ngmeer Seal SEE ANCHOR SCHEDULE ON Pedro De F:gue—do-PE 52609 SHEET 11 FOR ANCHOR TYPE MNB IMUM ANCHORAGE PRF55URE (P5F) BA5ED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 62 C 132 I 108 84 60 162 132 108 84 60 MIAMI DADS APPROVAL: A C D A B C D A B C D A B C D A B C D s E E E E E 16 -- -- -- - -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCT'REVISr•D 12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 os complying xi(h the l7or)dn SECTION G 8 28 33 20 20 35 4l 24 24 42 50 3D 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 DulldingCode Acoeplmtce NO(�, OS/ 2/9 6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 7l 70 6 40 56 68 88 123 rolonnam o 4 40 40 39 39 62 62 48 46 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 16. 28 3M1 15 21 5. 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 5S 16 5 43 53 68 95 MIUad oduGContro! SE TIONS d 12al36 40 20 27 ';,46'1 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 G10 R;F1 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 ]11 8 40 62 93 124 160 6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 M1O 62 93 124 160 DATE:04/07/2015 4 40 40 M1O 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160M 4 40 62 93 124 160 5CALE:14A DESIGN BY:PPMF SHEET DRAWING#: 6 OF 13 15-146 MANUFACTURER TYPICAL HORIZONTAL ANP AMS C -' --, JUST SHUTTER IT INC -71�RR CP OPTIONAL SEALANT 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE MIN. (3) ANCHORS FLORIDA 34983 ANCHORAGE TO WALL SECTION i TYPE A, B, C OR D Tot.:(772)201-9919 IS NOT NECESSARY rJAM5-CLOSURE;: 4' FROMS ENDS 5ECILONJ I Fax:(772)G73-0588 LL MOD AND ONE AT M —�: CLOSURE VAW.JU5T5"UTTCRJT.COM 1,DDE ;aAW 1W5trP-LINT (xa) #IOXI SDS [A) TOP AND BOTTOM PRODUCT: TRACKS IA 9 9A 3 5UPERNOVA 11 EXTRUDED ALUMINUM X2' #TX' TOP AND BOTTOM9'9A TRACKS IA DS I., ACCORDION 5HUITER > t LARGE 4 WALL IMPACTED RATED L TOP & BOTTOM TRACKS FNGCO INC. 5595 ORANGE DR.201 DAVIE, PL, 33314 Tot.:(954)585-0304 ENGCO@AOL.COM IB '66yrirparprlr4gq, 111, ANCHORS TYPE EN A, B, Da. SPACEDC ATOR 24'OC o,52 09 1 as (ED) EDGE DISTANCE N STA OF r_ 0 -5ECTION12 _JAM 21 OR I I I BUILT-OUT MOUNT JUL 3 0 2015 IIIOX3/4' SS SMS OR 3/16' POP R I VF I A JS Pedro De h,3vce4o-PE 52GO9 SPACED AT 24'GC SECTION J3 CK - COMER CLOSURE MIAMI DADS APPROVAL: PRODUC"LSVISM m c ipf)ing with the r1odda BuildingCod, E ion pato n/Li ' rm 0y uct 7 OR 7 '19) PUSH DUTTON LOCK cm4. DATE:04/07/2015 5CALE:NA 7 OR 7A OE51GN BY,PPMI- D . LOCATED ON ACCO *RDION INTERIOR OR EXTERIOR SIDE 5HEET DRAWING#: 7 Of 13 15-146 • MANUFACTURER,- TYPICAL HORIZONTAL SECTIONS HD LOCK SECTIONS L JUST SHUTTER IT INC 1341 5W 5.MACEDC,BLVD PORT ST.LUCIE FLORIDA 34963 Tel.:(772)201-9919 Fax:(772)673-0588 NOTE:SHUTTER CAN BE LOCKED CKED FROM Www.ju5T5t1uTT1RIT.COM OT "Lff�!p IN51DE OR OUTSIDE BY PLACING LOCK INSIDE OR OUTSIDE A5 REQUIRED, ru "n Q 5ECTICIN L LOCK BLADE SECTION CL05E POSITION PRODUCT: SUPERNOVA EXTRUDED ALUMINUM L -1 ACCORDION 5HUTTER LARGE 4 WALL A----L IMPACTED RATED cqm ENGINEERING: ru FNG0 INC. CAells I B 5595 ORANGE DR.20) IB DAVIE, FL. 33314 SA Tel.:(954)585-0304 ENGCO@AOLCOM yr DE COMMERCIAL MORTISE LOCK -W/ OEN EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN ANCHORS TYPE NO 2609 INSTALLED ON SHAPE 8 A, B, C OR D SPACED AT 24'OC ST OF 0 SECTION L LOCK BLADE SECTION STARTER BLADE SECTION LA OPEN POSITION JUL 3 0 2W C"weer Seal Pedro De Nqm'ed..FE 52609 MIAMI DAVE APPROVAL: PRODUCT TuivisrD its complying with the Morida DidtlinglCudo AowpWnea N., GA—/ BA tB DATE:04107/2015 COMMERCIAL MORTISE LOCK W/ SCALE:NA Dow EXTERIOR KEY OR THUMB TURN Dr51GN BY:PPMF (W COMMERCIAL MORTISE LOCK W/ AND INSIDE THUMB TURN INSTALLED ON SHAPE 0 EXTERIOR KEY OR THUMB TURN IB AND INSIDE THUMB TURN stifff DRAWING#: INSTALLED ON SHAPE 8 8 OF 13 15-146 MANUFACTURER: TYPICAL-i ORIZONTAL, �7 JUST SHUTTER IT ING UNIMP E-LOCK SECTIONSM LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD ONLY AT OPEN POSITION PORT 5T.LUCIE TO SECURE STACK FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)C73-0588 --au 7A WWW.JU5T5HUTTER T.COM N NOTE:SHUTTER CAN BE LOCKED FROM INSIDE OR OUT5IDE BY PLACING LOCK Z n SECTION M PRODUCT: IN51DE OR OUT5IDE A5 REQUIRED. o_ ( LOCK BIADESECTION- Q¢= _clos€POSmoN 7A SUPERNOVA a rn 4 EXTRUDED ALUMINUM o-w ACCORDION SHUTTER N w LARGE R SMALL IMPACTED RATED ENGINEERING: 7 OR 7A' 7 OR 7A ENGCO INC.5595 CAbl 16 cc '--, DAVIE. FL.ORANGE333141 • - - '-- I J -- HTeENGCO@AOLCOM4 /4-20X3/4'THUHB SCRENLOCATED DN ACCORDION RIOR OR EXTERIOR SIDE I/4X1 1/2 PULL PIN ,A�c��" �'•RILL ANO TAP OPPOSITE DE F/3� LADE TO RECEIVE SCREW INSIDE OR OUTSIDE ,,,��cO�. GUF.,- 4., GEjiSF:.t/ (19) PUSII BUTTOH LOCK' Q� •tiO LOCATED ON ACCORDION NO.52GO9 INTERIOR OR EXTERIOR SIDE ff ALTERNATE SECTION M I '�4 STA •OF r .` LOCK BLADE WITH P'• --TSEGTIOLfi STARTER BLADE SECTION .�,o'••;;��0 R t OP.�'\��: LO_C&I)LADC SECTION- . FS `............ (� OPEN PO51TION ANCHORS TYPE A, B, C OR D JUL $0 2015 7 OR 7A SPACED AT 24'OC Engineer Seal Pedro De Pigue,redo-PE 52609 7 OR 7A--,,- IA U�"m MIAMI DADE APPROVAL: ,N PRODUCTREVISGD ar wmplying Willi(Ito Florida Building Code Acmplance ho 7 DR 7A 5513.03 N RE� ptW1 lm on Dale R 1 ,4/70/9 8y 1 rUade 1Comro 1 B PUSIi BOTTOM LOCK 7 OR 7A LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA DE51GN BY:PPMF 1 1 1B SHEET DRAWING N: 9 OF 13 15-14G MANUFACTURER TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC STD LOCK SECTIONS N 1341 SW S.MACEDO BLVD PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 WWW.JU 5TStiUTTEPJT.COM NOTE:5HUTTER CAN BE LOCKED FROM IN51DE OR OUTSIDE BY PLACING LOCK 5ECTI I N tN51DE OR OUTSIDE AS REQUIRED. Z tv LOCK B AD2 SECTION o CLOSE P051TION PRODUCT: N~W -iaH SUPERNOVA EXTRUDED ALUMINUM y y ACCORDION SHUTTER LARGE t SMALL IMPACTED RATED _ ENGINEERING: c ENGCO INC. CA., I I 5595 ORANGE DR.201 LB 1B DAVIE. PL. 33314 22A Tel.:(954)585.0304 ... _. _ X - - - CNGCO@AOL.COM 22 ,'�ppllrrrgrpry Qi No. 2609 o` ANCHORS TYPE A, H, C OR D SPACED AT 24.0E 2�0 R +''(V�V•� ALTERNATE SECTION N I �'o�''•r.�OR P''.'��1,.`, SECTION N LOCK BLADE WITN S',s/ ���,o� LOCK BLADE SECTION STARTER BLADE SECTION I A ,,,,,t OPEN POSRION zm � rrr rr�,rr„�` JUL 3 0 2015 3 2. 1 S Engineer Seal Pedro De P.guevedo-FE 52609 W a MIAMI DADS APPROVAL: FRODUC9'[iDVISBD oW22 I4 n GWT44aB with the Florida N Build1118 Code Aeeeptatea No S, 3.03 EMA ion Date o L 9 v 72212A 22A� \\ DATE:04/07/2015 `2? SCALE:NA DESIGN BY:PPMF I I 1B 1B 5t1EE7 DRAWING N: 10 OF 13 15-14G MANUFACTURER: CTYRICAN BLADE AS5EM5LY- JUST SHUTTER IT INC BILL OF MATERIALS 13 13A I SW 5.MAGEDO BLVD ITEM DESCRIPTION MATERIAL MANUF CTURER PORT ST.LUC1E 12 13A I BLADE 60 3- ALUMINUM N.A.S.A. FLORIDA 34983 16 0.19 IA STARTER OLA.DE 6063-T6 ALUMINUM NA.5.0. 7e1.:(772)201-9919 �IIO+u. 15 COMP051TE BLADE 6063-TG/LEXAN N.A.5.A. Fax:(772)G73-0588 IC FLOATING STACK BLAVE 60G3-T6 ALUMINUM N.A.S.A. µWrW,JU5T5HUTTERIT.COM 20 14 0 2 CEIUNG TRACK 60G3-T6 ALUMINUM N.A.S.A. 16 3 1'/1/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.S.A. 14 1 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. I D 4 'A TRACK 6063-TG ALUMINUM N.A.5.A. 5 RECESSED TRACK 6063-T6 ALUMINUM N.A.S.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A. GA ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA HEADER 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A. EXTRUDED ALUMINUM 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER 0.14 a HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. LARGE 4 SMALL 8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. �AAI� IMPACTED RATED 13-#1 OX3'I1H BB hD ADAPTOR NLLER G063-T6 ALUMINUM N.A.S.A. YYYY Y BLADE SCREW 9 1'JAME CL05URE 60G3-TG ALUMINUM N.A.S.A. 4 10 STAINLESS STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.A.5.A. 10 1/4-2X ANGI-E 60G34ALUMINUM N.A.5.A. 11 1/62X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING: 0 19 12 WHEEL CARRIER PLATED 51EEU NYLON N.A.5.A. ENGCO INC. G1BI 16 13 N I OX3'HH BLADE SCREW 410 5TAINLE55 STEEL N.A.5.A. SILL 13A #I OX2'HII BLADE SCREW 410 STAINLESS STEEL N.A.S.A. 5595 ORANGE DR 201 14 0.44'DIAM.FIAT WASHER STAINLE55 STEEL N.A.5.A. DAVIE, PL. 33314 nI _ 15 0.46'0 x 0.93'BUSHING NYLON N.A.S.A. Tel.:(954)565-0304 IG 0.40 0 x 0.65'WHEEL BUSHING NYLON ffiN.k5.k ENGCOQAOL.COM 14 1 19 PUSLI-BUTTOM LOCK g 14 20 1/2x 3/8'WHEEL SPACER NYLON rr�ui••••••••••rr� 15 2I 1/10-1X2 IX2.5,IX4,1,WANGLES 6063-TS ALUMINUM .rrr'�`` E d'lIDS9L 0.l4 22 STD FEMALE LOCK BLADE 6063-T6 ALUMINUM P Q ......"•- 13 13A 22A, STD MALE LOCKBIADE 6063-T6 ALUMINUM ���-p ,,'°��GEBS13A-A 1 OXZ'I1H 220 STD LOCK KEEPER 6063-T6 ALUMINUM ''�t17 t BLADE SCREW ,4z 1�0. 526Q9 o 410 STAINLESS STEEL 0.500 0.4 0 E STATE OF t4�: '0.4160 0.390 �.�'��'-' "1, (O R I D P''••\��,d,�� 0.20 0.3910-W, 1 � 0.44 0.103 I� sGs��r f r tj�}- o d o JUL 3 0 2015 cs 0.310 T o 14.0.03'X 0.44'0 Engineer Seal v Q v o o STA0.03 STEEL Pedro De FRluvredo-PE 52GO9 d a d FIAT WA511UR ANCHOR SCHEDULE I G-AG'0 X.65' 15-400X.93' MIAMI DADE APPROVAL: 0.50 NYLON WHEEL BUSHING NYLON BUSHING Tl'P.E� DESCRIPTION EMB E.D. 20-1/2'0 X 0.36' '"A I/4°ITW TAPCON INTO 3000 P51 CONCRETE 1.75 X3;0 1 w complying WSED with NYLON WHEEL 1/4'ELCO ULTRAGON INTO 2700 P51 CONCRETE 1.75 2.5 aul1dscbd. the Floride SPACER 14'I WTAP ON INTO CONCRETE BLOC I - -'3s0 Aoceplma No 05! -or 1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Evi Lou Date.98 ? �q B 1/4-20X1 ALL POINTS 50LID-SET INTO 3.0 K51 CONCRETE 0.875 3.0 B 1 1/4-20X I ALL POINTS 5OLID-5ET INTO CONCRETE BLOCK 0,875 3 0 B G I °W OD LAG SCREW INTO G=.55 WOOD 1.50 1. Dad d ContrDl 12-WHEEL CARRIER D 1/4'-14 SELF DRILLING SCREWS INTO 1/8°STEEL OR ALUMINUM 0.75 STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 o NYLON WHEEL5 El 1/4"CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015 SCALE:NA is Nores: Eu:EDer.DisrauesnnLLBeeevoBDwwURessn+G DE51GHBY:PPMF EMB,fm0CDMEIIt 5"M DE DEYOnD WALL DRT551NG W 1 14'TAFCON.1/4'CRETE-f L(X 014 WOOD SCREW5 CAII BE USED In REPLACE or 1/4'IAG 5CRIMS d I--1.24-I 5HEET DRAWING N: I I OF 13 15-146 SHUTTER COMPONENT5 MANUFACTURER, 4,56 -3.92 JUST SHUTTER IT INC -4.54- 10 3.23- 016 E 4.068 tr� 'I ) 1 1 1341 5W 5.MACEDO BLVD C4 0 -1.24---3.99 0.61 -2.85 C5 PORT ST LUCIE coild 97 I"LORIDA'34983 C5 3 Tell(772)20 t-9919 FFax:(772)G73-05 14, 8- T W 15-COMPOSITE 1 4VAVW.JU5T5HUTTfW.00M - ALUMINUM/LCYAN BLADE 2. 6 AS FE POLYCARBONATE APPROVED 7A-UNIMATF W1 LP T-Fl.45----j (3 AS FER NOA 13-0717.O 1 7-LINIMATt WIO IT' - LOCKING BLADES 0.41 XL 1 O2UV LOCKtNG'SLADZ5 PRODUCT: 4*61 1.83 0.51 -2 ,31 - t 5UPERNOVA ai A 4.0 1.77 w WRUDFD ALUMINUM ci 6 .4 ACCORDION SHUTTER C3 LARGE 4 SMALL tn -10.86rl IMPACTED RATED 0 d - ADAPTOR -P 80, ,FfLtC, 4"' 1 r-aos-FLOATING STACK&ADc 61 fa of USE WITH 8 AND 8A 0.07 2-IN ETT K W/RG OPTIONAL j 3� UGINEZRING� HrADEP I SILL MOUNT L FNGCO INC. CA 8116 0.64 5595 ORANGE DR.201 O.13 1`-110-,Do 4L 2.1-INSET TRACK W/O RG d'A-MALE HD a Do 0.60 DAVIE. FL. 33314 -ALTERNATE CALK HEADER/SILL MOUNT FEMALE HD LOCKING BLADE - Tel.:(954)585-0304 END RECEPTR LOCKING BLADE CNGCO@AOLCOM AMICABLE T, TRACKS 3, 1 l 3,83 2A AND 31L I 0.10 D TRACK 0 .$1 $. DE F1 ONLY 0.10 06 0, 2.83 d 0. 2609 tp 0 76 83 2.41 0.86 1 T- 0", 0.61 0 STA d 0,07 T T 6 RG 3A-2'bUILD-Ot;T OPTIONAL 913-HE)JAMB CLO51i --7 4 d to 0 -.. I K 0 .61 t---HEADER'/'SILL: _tS --L 0, 6 -T 6 0:6 o I-IEADIfRj*5IU:M0 ATC 1.0 OR ---- - 3A.I-P'DO TRACK W/O 2.7-0 .59 -10 1 RAIN GUARD(RG) 2M LOCK rXEMP INSERT , _ I JUL 3 0 2015 .0a BC 0.07 22-PCMAU!SEE) 22A-MALE STE, -guiN IRG LOCKING BLADE LOCKING BLADE In cromeer S.W 05 7 MK LIPTIONAL C6, Anlro De FSvewcdo-PE 52r.09 T f-HEADEF1 5TU7MO'rNT 0.125 3.1-I'll�W TRACK WO O. MIAMI DADE APPROVAL:GUARD(RG) -R.43- 9A-2'JAMB C105URE PRODUCrREVISED wild Lha Ff.I d3 0.06 Eel 11epkaft�1in-1.11c'n-9 0 AccNo 6.0;13.**g Ewltirujion Daw Loll 0.06 TT Z>� 0.61 cj T- 70 - By L 00 d 21-IJIG'ThICKANGIX5 00 6063-T5 ALUMINUM ALLOY Mi'Aml4AU 'C0NW'10f<- C3 101,113 cd Vi rti > SIDE CLOSURE U5[ONLY C5el 09 2.61 .�75 0.0 0.07 2.23 36 PATE;04/07/2015 T 5CALE:NA 91 95I^1.13--,-1.29 G-ADJUSTABLE rEMALE GA-ADJUSTABLE MALE DE51GN BY;PPmr HCADEW SILL MOUNT 3,37- HEADER/SILL MOUNT �-2�0 4-•'A'-TRACK--) SjL ------ OPAVANG#: r--I-I--I W THICK 10-?14'THICKANCLE5 I' OR 1.S'� 12 Or 13 15-14G 1,-6053:TGALvmAjm ALLOY GOG3-TG ALUMINUM ALLOY MANUFACTURER: SECTION X JUST SHUTTER IT INC TRACK 2 OR 2A INSET MOUNT 5ECUREO TO AN ALUMINUM PUDE 1341 5W S.MACEDO BLVD BETWEEN WOOD TRU55E5 PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673.0588 WWW.JU5T5HUTTMT.COM 0.630.62 II I 1.25�--1.251.25 + �5.00--7 II I� in PRODUCT: (4 PER RAFTER) T N 1/4'X 2 1/4 FH TAPCONS I p SUPERNOVA WITH 2' MINIMUM 1/4°X5'6063-T6 ALUMINUM PLATE PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER ILARGE 4 SMALL ' 5.00 IMPACTED RATED I�TI" 2,2A ALUMINUM PLATE SECURED3T06 6T- I ENGINEERING: m _ RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. CnBli6 SEE TABLE BELOW FOR SHUTTER I/4'X2'X5°6063-76 ALUMINUM ANGLE ni ram SPAN g PRESSURE 5595 ORANGE DR.201 -,—I DAVIE, FL. 33314 w I 1/4'-14X 2' SELF DRILLING SCREWS .._ „_ - .. .._. Te4 ENGCO@AOLCOM z SEE SHEET 5 MOUNT TYPE D a ANCHOR TYPED FOR ANCHOR SPACING S N j1IIII///IIII/II,,I v1B 0 �� EHs�(Qtj• L 4 • 5.00— !' No ' 2609 N 1%. STA OF �ty 0 _ C 1/8`X5'6063-T6 ALUMINUM PLATE '�'� �[OR OQ,••r'\��,1� ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED FIRE 1,111 FOR 5EC ION X WITH 1/4'ALUMINUM PLATE FOR SECTION X WITH 118'ALUMINUM PLATE ••I"css/ONAL I" �'•• L.aa1' BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED I �5.00� SPAN PRE55URE(P5F) SPAN PRE55URE5PAN (PSP) a J_ JUL .� 2��5 IN BLADE I BLADE 1 B (IN) BLADE I BLADE 115 Engineer Seal 60 ±159 3.159 60 ±99 ±99 Pedro De F,gue redo-PE 52609 72 2:132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 00 84 ±1 13 ±113 84 ±71 ±7 I I/8`X2'X5°6063.76 ALUMINUM ANGLE ni MIAMI DADE APPROVAL+ 90 ±106 ±106 90 3.66 ±66 ED 108 ± 88 ± 88 108 ±55 ±55 mcompCingwit the 126 ± 68 ± 68 12G ±47 ±47 Bc Building complying the Florida 132 ± 62 ± 61 132 ±45 ±45 ABIdidLg Codo expwnret¢ol - 5!3.03 144 +48,-52 +45-47 144 ±41 ±41 17011 uaL o oJq 162 +30,-40 +28,-33 162 ±30 F28,-30 8y Mluu Dndc dot Conlro NOTE: I- UNCAP INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF I 5HEET DRAWING#: 13 OF 13 15-146