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HomeMy WebLinkAboutProduct Approval MM®BADE MIAMI-DADE 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 NOTICE-I0 ACCEPTANCE 6'474 )L ---� www.minmidade.Eov/economy �Just-Shutter Its Inca 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: t°Supernova"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submitted pages E-1&E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. MIAMFDADCOUNTY ,/�/� NOA No.15-0513.03_ EO E , l ��• A,;� — Expiration Date_08/1d/2019. Approval Date:08/27/2015 O 8/Z 7/2115- Page 1 Just Shutter It.Inc. . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05 A. DRAWINGS 1. Drmving 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 ofproduct 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 drmving(No. 14-131)prepared for Just Shutter It, Inc.is engineering ivise identical to N.A.SA.'s generic drawing(Vo. 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 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 drativing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical Yo N.A.S.A.'s generic drawing(No. 15-113)and complies with FBC,2014 Edition. F[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-2 MANUFACTURER JUST SHUTTER IT INc J 1341 5W S.MACEDO BLVD EXTRUDED ALUMINUM ACCORDION SHUTTER PORTST.LUCIE FLORIDA 34983 LARGE MISSILE IMPACT RESISTANT Fax:(772)201"5 Fax:(772)673-058888 W WW,JU5TSHLn7EPJT.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ PRODUCT: I-DEFINITION:THIS PRODUCT IS AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. ACCORDION SHUTTER LARGE i SMALL IMPACTED RATED 2-CODE:THIS PRODUCT HA5 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 VISIBLE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC. CA 9116 'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA 5AVI ORANGE 3 1 4 TABLE OF CONTENTS: DA.;(9 ) 5-31 4 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.;(954)585-0304 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' .. .... .. ..._ ...... ..._ .._SHEET DESCRI_.-PTION... ..._ -_ •..— -- -- - ENGCO@AOL.COM 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED-BYA DEAF PRESSURE MUSARCHITECT T EXCEED THE ALLOWABLE EACH PRESPECIFIC: SCSOR EACH SHUTTER COMPONENT DESIGNED Be I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ���� USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRE55URE TABLE 1, 1 A AND GLASS SEPARATION TABLE 2 5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 OR AS NOTED. No.5 609 3 TYPICAL SECTIONS A.B 1.B2,53,134 WITH ANCHORAGE TABLES 1 *3 G.FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS 5PECIPIED IN THE CURRENT SET Of 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES ��} STAT t> F ty DRAWINGS.INSTALLATION AND LOADS AS PER THI5 APPROVAL. per',,, A' OR 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 •�••,,s8/ANAL C`61 TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES "'�••a�ui'��d� 7.1.THE STABILITY Of THE STRUCTURE WHERE T11E SHUTTER 15 TO BE ATTACHED IN5URJNG PROPER .JUL S O 2015 ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA,5UCH A5 BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS'J" REQUIREMENTS.DESIGNED PRESSURES ETC. Engineer deal 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTIONS 1° Pedro De figuevedo-PE 52609 8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'TM' MIAMI DADE APPROVAL: FORTHI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'N' PROD1117FREVISBD FOR WIND LOAD HAVE BEEN USED. as complyingwilh flro Plorid.r mclins Clodo I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. A-Wwoa No -o )3,o3 Hv.- ton Ualo 9 USER INSTRUCTIONS: 12 COMPONENTS Ny� M' U duct Conlro I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'W°DETAILS 2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP 4-DETERMINE MAWIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE. SHEET DRAWING N: 1 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146 PRESSURE FROM GENERAL NOTES 4 MANUFACTURER; JUST SHUTTER IT In TABLE I=- TABLE I A �LjsDKV��'OR 6� 1341 5W S.MACEDO BLVD C.�._�-. PORT ST.LUCIE MAXIMUM ALLOWABLE #I 13LADE MAXIMUM ALLOWABLE fl 1 4.fl I B BLADES FLORIDA 34983 SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE 1 100,I--� 1� Tel.:(772)201-9919 BNMNJ,JU5TSt1UTTERIT.COM LADE SPAN PRESSURE(PSE) BLADE SPAN PRESSURE(P5F) / Fax:(772)673.0588 J ALT ALUMINUM-BLADES` INCHES NEG INCHES 05 NEG 1 1 ' ' 60 60 I6 60 I60 ISO - -_ INTERIOR/EXTER1oR 66 158 I58 66 158 158 72 144 144 72 144 144 PRODUCT: 78 133 133 78 133 133 84 124 124 84 124 124 INTERIOR/EXTERIOR 6� SUPERNOVA 90 116 116 90 116 116 COMBINATION 96 108 108 96 108 108 L ) I� ALUMINUM if LEXAN BLADES ACCORDIONEXTRUDEDASHUTTER 104 100 [Do 104 100 100 elro loo AC LARGEACCORDION HLnoeS f,Atl Be nRP,NtrceD IN tuurr 108 93 93 108 93 93 COMDiNA71DN5 AS REQUIRED •' IMPACTED RATED 114 83 83 114 83 83 tB lB 120 75 75 120 75 75 INTERIOR/EXTERIOR 126 68 68 126 68 68 132 62 62 132 61 61 ENGINEERING: 135 57 57 1138 53 53 ENGCO INC. CABIIG - `L 44 _—+48^----—52-_.. 144 45 47 INTERIOR/EX(ERIOR 5595 ORANGE DR.201 1 62�- 4 1 40� 1 I62 28 33 50 38 42I B--\ I BB-\ B-� DTeIV(354)LSB530304 ,••. ._... ........ _._._.... _ — ... -. ----•IOD ._ .. .. .. ._. - - ALL-LEXAN BLADES -.. - ENGCOQAOL.COM NOTES: I-ACCORDION 5HUr7ER BLADE STAN(IIICHr5)rOR ALL CONDI710tL5 2-FRr55URE-DESIGt1 WILD LOAD ITS* 3- 3-WEAR 119CRPOLATION 15 ACCtP7AULE rOR DEVGN WIUD LOADS AND BLADE SPA!OMWCOI .�' TA13ULATED,VUIiES. ,`,.INTERIOR/EXTERIOR ,'��.0�, DE A-USE TA%F IAY.MCII OtIC OR MORE TYPE 10 BLADE 13 USED ,��^�.,•;n••E .,,1�,p-_: 5-DIPDE RV91,5ED INSTALLADOII LS ALLOWED roKAL.MOUtriev COIIDmon5 �l•'„\. 0 r�{` TABLE 2 No. 2609 i e MINIMUM SHUTTER SEPARATION FROM GLAZING *! F C ICAL-ELEVA710_ __ YFICAL ACROSS SEC7rON--_ _'0% STAT F si A.B.C.D.E.GH X Vic GLAZING �� OIP•'�\�<tP,: RACK GLAZING SEPARATION (INCHES) „ BLADE TYPE BLADE SPAN I•'ss � /� RNAI������'��� <=104' JUL 3 0 2015 x ALUMINUM P. 2 3/4' 3.125° ALL ELEVATIONS Engineer Seat v¢ n Qp a;�a Pedro De Pjguevedo-PE 52609 � Z � ~ < LEXAN 3' 3” 3" E3 O. u MIAMI DADE APPROVAL: M N <=30'ELEVATION Y a i ' w LEXAN 2 I/8° 3" 3" �ODUCT REVISED U oompl)ing will the Florida < J >30 ELEVATION Huiiding Coda r AmWor=14o1570513.03 K NOTES: Ion mic Iq I-SEPARATION S PROM To TmIG AREAS SHALL A MEASURED PROM tw- GlAZI1;G 5LIRPACE TO THE INNER MOST BLADE OR IACRS D All'! BY - F' � 2-GLA555tP"ATiDtl l5'AFMCABU PtP THC WMZ MRQNARD AID MIIfrlli U MIULY Cnnllo H I I tAIAMI-DAOECOU:ITiCSJ•—""`­ _.) 1 9-WjirNLAKr 5IjVrrCRGLA5 of ASSEMBLED LN ILL DOTH. E50P BLADES THE IARGCST GLASS 9CPARAT10115I1A11 APPLY. DATE:04/07/2015 A,B,B1,82,B3,84 BOTTOM TRACK SCALE: C,D E F G I,GH DESIGN B BY:PPMF SHUTTER WIDTH (SW) NO LIMITATION SH[l=T DRAWING fl: 2 OF 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 A,B 1, 132, B3,134 AND ANCHOR5CHEDULE — —' 1/la JUST SHUTTER IT ING SECTION A 1/4-14X1' GR5 SDS OR w z N10X3/4' TEKS 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 1341 5W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC a`o'^ PORT 5T.LUCIE HEADER OR SILL I6 OPTIONAL FLORIDA 3498301 11 � SECTION B4 Tel.:(772)201-9919 2,2A I 6 Fax:(772)G73-0580 _ ADJUSTABLE TRACK 1 i ON REVERSE ANGLE WWW.JU5T5HUTTERIT.COM _ EMBED. w SILL ONLY 04 Tf �' a " ANCHORS DESIGNED "n0D r y.) I 6A '' u AS PER SECTION B4 PRODUCT: 7d ANCHORS DESIGNED x 10 ,; `••� ON TABLE BELOW AS PER SECTION A ti Wq SUPERNOVA M z ON TABLE BELOW. EXTRUDED ALUMINUM 1/1B ACCORDION SHUTTER 41 aaa. 1/4-14X1''GRS SDS OR .. .. 1/4-20X3/4' PHMS W/NUTTf S; LARGE 4 SMALL Q: a SPACED AT 5'OC EMBED. IMPACTED RATED SECTION B 1 _ 'A'TRACK ON ti 1/1B REVERSE ANGLE ENGINEERING: SILL ONLY I ENGCO INC. CABIIG rmo >•r: )/)B 5595 ORANGE DR.201 ww ANCHORS DESIGNED tan SECTION B3 DAVIE, FL. 3331 4 '•• Az AS PER SECTION BI IJ 1110X3/4' TEKS ADJUSTABLE ON Tel.:(95A)585.0304 q .---._.. .._. )1__�_ wQ ON•'TABLE DELOW .y... .. .. .. AT 12' OC - ENGCO(�AOL.COM .- -. 5TD.ANGLE I' va _ � j1 •:•r:. SILL ONLY .. DE'P 1/4-14X1' GR5 SDS OR 'i00 i 6 .•.ww ANCHORS DESIGNED ,�.�� �G(/�''.�� 1/4-20X1/2' HHMS W/NUT �; w 1 F� oy AS PER SECTION B3 �pOO�,:,��C N8�1,t� SPACED AT 12'OC EMBED. r-" [ w F ON TABLE BELOW 4 IV _ � � No. 2609 � 6A I STA F i�tV v°¢i 10 EMBED—'ll g_.P t.,!�(0 R pP,,•������; LJ .A-,,,,• ANCHORS DESIGNED '` I�'css�ONA1.•0�C'°�' 1/1H Y o� AS PER SECTION B2 1/4-14X1' GR5 SDS OR - "'•....n.ii"'��' w 16 •�— yjza�' ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT Lj �'T1o^''u 1 ! A'^ SPACED A7 5'11C JUL 3 0 2015 cnm 1. = MAX. BLADE SPAN IN INCHES Engineer Seal Pcdro Dc P:guc:rcdo-PE 52609 4 r 11 s EMBED.•---I SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE M55URE(P5F) MIAMI DADS APPROVAL: di BASED ON SPACING IN INCHES ON CENTER 1/4-14X1' GR5 SDS DR SECTION B2 ANCHORAGE SPACING 4RODUCTRBVISGO 162 132 108 84 60 1/4-20X1/2' HHMS W/NUT N. A'TRACKON s E1 E EI E E1 E1 E E1 as CO°W11''ng wii1'the FIa'91Ie SPACED AT 12.00 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 A�ocdvtfanect�aI - S/3.o3 SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160%146 A,81,B2 B 40 40 62 62 93 81 124 105 160 E�' 1io Uate n �19 MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 13 Ded uc Contra 40 40 62 (2 93 93 124 124 160 SEE ANCHOR SCHEDULE ON SHEET It FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UR.E (P5F) BASED ON SPACING IN I N C H E 5 ON CENTER ANCHORAGE SPACING 16WCD 132 100 84 60 SCALE:NA 7/2015 A Al B Al B B1 C D A Al B BI C D A AI B B1 C D A Al B . B1 C DESIGN BY:PPMF SECTIONS 14 40 -- 4p -- 62 49 62 49 90 22 93 6D 92 60 116 29 124 77 118 77 160 40 160 108 160 107 12 40 -- 40 21 62 57 62 57 93 26 93 7D 93 70 124 34 124 90 124 69 160 47 160 126 160 125 A,B1,B2 8 4-026 40 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160 B3,B4 6 40 35 40 2 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 i60 160 160 160 SHEET DRAWING N: 4 40 40 40 2 G2 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 AND ANCHOR 5CHEDULE JUST SHUTTER IT INC 1341 SW 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel.:(772)201-9919 AS PER SECTION C Fax:(772)G73-0585 ON TABLE BELOW WWW.JUSTSHUTTMT.COM I , $ 3,3A �- a a PRODUCT: to a a 1/1B �Q SUPERNOVA i- EXTRUDED ALUMINUM w rmo I ' ACCORDION 5HUTTER 16 - .LARGE 4 5MALL S _ F OPTIONAL IMPACTED RATED ANCHORS DESIGNED LO= s AS PER SECTION D 1/IB ON TABLE BELOW = a (�SEGTION G, w WALL MOUNT WITH ENGINEERING: eq A CK 3 OR 3A HEADER OR 5111 ENGCO INC. CAel1c SECTION B 01 QUILT-OUT ON - v N f° 1/1B AVIE,595 FL. 3 14 REVERSE ANGLE _ `+ EMBED.--� .._ t1CADER OR SILL 1V 1(ENGCO@A 55.0 M - Te cow f '• E,,,,,,,� 1/4-14X1' GRS SDS OR FIGO 1/4-20X1/2' HHMS W/NUT N 3,3A �g ��•�,pT ""05N9F��•I�' SPACED AT 12.00 ¢t No. 2609 • 1` ANCHOIRS DESIGNED *'t }*'• it AS PER SECTION C' ON TABLE BELOW MAX. BLADE SPAN 1N INCHES 1/0 AL ���' E ON SHEET IISEE CFOR ANCHOR HOR LTYPE JUL 3 0 2015 ANCHORAGE SPACING MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON SPACING IN INCHrS ON CENTER 162 132 108 c — . 60 EnjinwrSeal kAA l B IBI IC ID A Al B BI C D A Al B BI C D A 1--•� H Bl C D A Al B III C D Pedro PCriguaredo-PE 52609 • 40 -- 40 40 40 40 62 18 62 49 62 49 81 22 8 60 1 60 4' 29 110 77 104 77 145 40 ISS 108 146 107 DOTONS 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 4 119 90 112 89 156 47 160 126 157 125 M1nMIDnDEAPPRovnL: 8f 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 SP 124 111 124 111 160 71 160 156 160 155 phooucrltIIVISCD 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 124 124 124 124 160 94 160 160 160 160 omnplying srilh the l7orido 4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124 160 137 160 160 160 160 Building Codo Atoeptnnee No 0513.03 Bspt tion Uato0 MAX. BLADE SPAN IN INCHES By SEE ANCHOR SCHEDULE ON Miami Dad connol SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE.55UR1=(P5� BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING 162 1 132 108 1 84 60 DATE:04/07/2015 s E I E1 I E EI E E1 E El EEI SCALE:NA l4 01 31 1 62 38 87 46 112 60 157 84 DESIGN BY:PPMF SECTIONS 12 40 36 62 44 93 54 121160 98 B&C 8 40 40 62 62 93 77 1241991160 138 6 40 40 62 62 93 88 124 160 158 4 40 40 62 62 93 84 124 160 l51 SHEET DRAWING N: 4 OF 13 15-14G MANUPACTURYR: ANCHORS DESIGNED TYPICAL 5ECTION5 D.E#GH ANCHORS DESIGNED JUST SHUTTER IT INC AS PER SECTION D AND ANCHOR5CHEDULE AS PER SECTION Gil ON TABLE BELOW ON TABLE BELOW 1341 5W S.MACEDO BLVD PORT ST.LUCIE (ED) EDGE w (ED) EDGE FLORIDA 34983 DISTANCE w DISTANCE Tel.:(772)201-9919 —Eo. Eo. Fax:(772)673.0588 6A WWW.JU5T5HUTTERJT.COM - W/LEG TRIMMED 2,2A N / W 810X3/4' TEKS W/LEG PRODUCT: AT 12' oC TTRIMMED j 5ECTION D SUPERNOVA _ o INSET MOUNT%V1 (ED) EDGE 2 TRACK 2 OR 2A EXTRUDED ALUMINUM F W� HEADER,OR SILL DISTANCE I ACCORDION tSMALL ER ~ a SECTION E ;� 1 �- ( IMPACTED RATED I/IB ANGLC INSET MOUNT w W moo -I �- HEADER OR SILL _ w iT 1/4-14X 3/4' TEKS 11 = I SPACED AT 12'OC 'r' w ENGINEERING: — t a¢ 5ECTIONGH ENGCO INC. molls ADJUSTABLE MOUNT 5595 ORANGE DR.201 ANCHORS DESIGNED HEADERl SILL DAVIE. FL. 33314 ro Te 4 AS PER SECTION E 1.:(954)585.0304 ...;. ON TABLE BELOW. .. .. 1-.. _.. .... . .. ..... .-- - ENCCOQAOL.COM N = N 3.3A 1/4-20X1/2GR5 SDSW/NUT. ••rr :rrrEr f' SPACED AT 12'11C •�••oQ� "°•EN /��• �1, • 4,/ No.' 2609NOI. ti Qa 1/IB tq STA0 ID cn s• �'�ss�otuai e�,.r• •ririrrrrrrsrrrr• MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON AL 8 0 2015 SHEET 11 FOR ANCHOR TYPE KA XIMUM ANC110 RAGE PRE55U RE (P5F) BASED ON SPACING IN INCHES ON CENTER Engmeer Seal ANCHORAGE SPACING162 132 108 84 60 162 132 108 84r74 Pedro De Pigue,redo-PC 52609 H C D A B C D A B C D A H C D A B C D s E E E E 16 22 27 - K40 27 33 -- 20 34 40 20 24 43 52 25 131 60 72 36 43 16 28 34 41 53 MIAMI DADE APPROVAL: 12 30 36 -- 37 44 22 26 45 54 26 32 58 69 34 41 81 97 48 57 12 37 45 55 71 SECTION D 8 40 40 26 55 62 32 39 67 80 40 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 PRODUCTRt;VISCD 6 40 40 35 62 62_143 A52 90 93 53 64 115 124 68 IBP I 160 160 95 115 6 40 62 93 124 160 as compl)ing,vllh Ilia Florid- 4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 760 143 160 4 40 62 93 124 160 Building Coda Aeuplanee No 5-05 .03 11 -- 22 -- -- 22 2G -- -- 27 32 20 -- 3S 41 26 24 49 5B 36 34 11 22 27 33 43 60 6xplre ion Dale $ 9 9 22 1 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 144 42 9 27 33 41 5a 73 SECTION E 8 251 30 - -- 31 36 122 21 1 38 44A27 26 49 57 135 33 68 80 49 47 8 30 37 46 59 82 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 109 M&valU oduct control 4 40 40 36 35 62 62 45 42 76 89 55 !2 97 114 70 67 136 160 98 93 4 40 52 64 82 115 12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DATE:04/07/2015 9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 5CALE:MA SECTION GH 8 23 j�iti 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 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 '56 6 37 45 55 71 99 4 40 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103 5HEET DRAWING I1: 5 OF 13 15-14G MANUrACTURFR TYPICAL 5ECTION5 G, F AND I AND ANCHOR 5CHEDULE —' JUST SHUTTER 1T INc _ Y _ 1341 5W S.MACEDO BLVD w ' PORT 5T.LUCIE FLORIDA 34983 a 1/1B a¢ -SEGfION•I- Tel.:(772)201-9919 h F _JH RECE55ED MOUNY F.:(772)G73.0588 r- wm 70, SILL ONLY %V".JU5T5[IUTTERIT.COM c #10X3/4' TEKS W N m AT 12' oc mm 2 r 1- SECTION G ANCHORS TYPE PRODUCT: ADJUSTABLE MOUNT ,-A, B, C OR D SUPPRNOVA _ EDGE CLEARANCE(EC) w SILL ONLY SPAL.ICAR 48'OC �� •I• INTO CONCRETE—4'(.3000 PSI CONCRETE) L. ®T� EXTRUDED ALUMINUM APRLICABLE_FRD ATA LOAD N INTO WOOD=2 I/2'(WOOD SG:0.55) _ CLE EDGE CONDITIONS FROM'TABLE"'1'"'� , ACCORDION SHUTTER I INTO METAL:2'(G0C3-TG ALLRALRA9mA3GSMI) CLEARANCE 'LARGE C SMALL IMPACTED RATED (ED) EDGE iS CS-- ':F•c•r DISTANCE STANDARD LOCATION _22 ALTERNATE LOCATION ANCHORS SPACED ANCHORS SPACED ENGINEERING: AS PER SECTION G << w AS PER SECTION GS ENGCO INC. GDI=6 ON TABLE BELOW (ED) w ON TABLE BELOW `(-- EDGE - w 5595 ORANGE DR.201 �ALTERN STRa -I 1/1B DAVIE, FL. 33314 ATE (1 ___ _ a. .. - -- .... ..-SECTION F.. _. , TeEN o aOAOLCOM4y 'A°TRACK INSCT MOUNT EDGE DISTANCE SILL ONLY w ,'''rrrpnonrn•... W A r ;ANCHORS DESIGNED Q�4,e°��C EN AS PER SECTION F -NO2609 ON TABLE BELOW c q STA OF ty ci •••nrr�rrrrr'�r W (ED) E➢GE m JUL 3 U 2015 DISTANCE w MAX. BLADE SPAN 1N INCHES SEE ANCHOR SCHEDULE ON Eoevewe Seal Pedro De R vevedo-PE 52G09 SHEET Il FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) BASED ON 5PACING IN INCHES ON CENTER ANCHORAGE SPACING 162 132 108 84 60 11621132 108 841 60 MIAMI DADE APPROVAL: A B IC ID A B C D A B C D A B C D A Ic D s I E E E E E 38 L45 27 26 16 -- 21 26 33 46 PRODUCT REVISED 12 22 23 27 - 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as cmplyimg with IIIc FlOA&I SECTION G B 28 33 20 20 35 4l 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 A-Ccplr Code 6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 TVirstimDal157-c-513-o? 4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130 T�=rwwn Daloo Zn J9 16 28 34 15 21 35 42 - 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43W4160 Ml�llhd oduG Cmitrol SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 1 11 8 40 626 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 62DATE:04/07/2015 4040 40 62 62 62 62 93 93 90 93 124 124 llb 124 160 160 160 160 4 40 62 5CALE:NA DESIGN BY:PPMF SHEET DRAWING U: G OF 13 15-14G MANUFACTURER: r YDPALAQR!ZQNTAL— OPTIDNAL JAM5-ANC!C0RNER-5ECT10N5-s JUST SHUTTER IT In SEALANT 1341 5W 5.MACCOO 15LVO FORT ST.LUCIE ANCHORAGE M WALL -5F-C-TION-J- MIN. (3) ANCHORS FLORIDA 34983 is NOT NECESSARYA TYPE A, B, C OR D Tel.:(772)201-9919 —jAm13'CL0swz- 4, rROMS ENDS SECTION-J-I-- Fax:(772)G73-0588 WALL MOUNT AND ONE AT MIDDLE -- -CLO5UPf—jZZ- WWW.JU5TSHUrTERJT.COM I i!"S"T MOUNT JC (X2) #IOXI SDS IA) TOP AND BOTTOM PRODUCT.' IA 9,9A TRACKS SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER LN51'7: MO LARGE 4 SMALL IMPACTED RATED r TOP & BOTTOM TRACKS FNGCO INC. CA 6116 5595 ORANGE DR.201 DAVIE, FL, 33314 Tel.:(954)585-03G4 tNGCO@ACL.COM E .............. EN `--m ANCHORS TYPE A, D *C OR D SPACED AT 24-OC NO 52609 (ED) EDGE D IS p ANCE EST STA OF tV EO EO —EO. 0 5f-G-T-1GN-J2— JAMB-CLO5URE--j<=- "/ONAL EIUILT-OUT MOUNT 21 OR 11 JUL 3 0 2015 010X3/4' SS SMS OR Engmer 5 1 IA 3/16' POP RIVETS Pedro De hemredo"PE SP609 SPACED AT 24'UC rjEC'r�ON J3 MIAMI DADE APPROVAL: PRODUCT RBIVISISD w contplyinswith the Florida Buildipp Codo Auapt�a No/5-0513.83 2 7 Ion Dato vwrxn iw m.contur. DATE:04/07/2015 SCALE:NA 7 OR 7A DE51GN 13Y:PPMr IR '19) PUS14 DUTrEH LUCK LOCATED 5�' �UCATED ON ACCORDION I INTERIOR OR EXTERIOR SIDE 5HEET DRAWING#; 7 Of 13 1 15-14G MANUFACTURER: TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT 1NG HD LOCK SECTIONS L 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 W WW.JU5T5 HUTTER]T.COM NOTE:SHUTTER CAN BE LOCKED FROM �sv I1451DE OR OUT5IDE BY PLACING LOCK ty n w SECTION L INSIDE OR OUT5IDE AS REQUIRED. o F 5 a rN LOCK BLADE SECTION aCLOSE P051TIO-4 PRODUCT: ACL _ SUPERNOVA vWi w EXTRUDED ALUMINUM ACCORDION SHUTTER L J LARGE t SMALL IMPACTED RATED ENGINEERING: Nn ENGCO INC. CA8116 1 5595 ORANGE DR.201 1B IB DAVIE, FL. 33314 Tel.:(954)585-0304 .. ... . . ... - gq .... ._ .... ENGCO@AOL:COM 8 68 •r••rp..........q• ••p-•••o•40�•'CE S'GGFj�: COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN i NO 52609 o AND INSIDE THUMB TURN ANCHORS TYPE . INSTALLED ON SHAPE 8 A, B, CORD 4L SPACED AT 24'101 STA OF i qty•. ALTERNATE 5EGTION LI .�OT`+Azo 1 , r •� LOCK BLADE WITH •�.(Os"`'• (�� 5ECTION L STARTER BLADE SECTION 1 A .��S�I •�a d LOCK BLADE SECTION _ DIDEW'LM� .�NAL..rt•••••• OPEN P051TION JUL 3 0 7.015 2� 2 L �, En Seal Pedro De f'iguctreuevedo-PE 52609 MIAMI DAVE APPROVAL: PRODUCT RRVISHD N as complying with the 1•Torid:r Building Code Accepmncc No$moo .o$ Bapire ion Dato a o)9 HA U © GA—/ )� 8 ME Ad uct mtco 1H DATE:04/07/2015 COMMERCIAL MORTISE LOCK W/ SCALE:NA EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF AND INSIDE THUMB TURN 1 1 COMMERCIAL MORTISE LUCK W/ L INSTALLED ON SHAPE 8 )D EXTERIOR KEY OR THUMB TURN LB 5MEET DRAWING 8: AND INSIDE THUMB TURN INSTALLED ON SHAPE 8 8 OF 13 15-146 MANUFACTURER: TYPICAL_HORIZONTAL JUST SHUTTER IT 1Nc U�ATE-LOC K 5EGT10N5-MD LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD ONLY AT OPEN POSITION FORT 5T.LUCIE TO SECURE STACK FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 E17A 7A WWW.JU5T5HUTTERIT.COM NOTE:SHUTTER CAN BE LOCKED FROMINSIDE OR OUTSIDE BY PLACING LOCK SECTIOMPRODUCT: INSIDE OR OUTSIDE A5 REQUIRED. SUPERNOVA -j¢N 4 EXTRUDED ALUMINUM w w ACCORDION SHUTTER 0 w LARGE 4 SMALL IMPACTED RATED ENGINEERING: 7 OR 7A; 7 OR 7A ENGCO INC. LA8116 (No TL 201 N,7 DSAVI , FL. 3 314 HUTeENGCO@AOL.COM I/4-20%3/4'THUHB SCRENLOCATED UN ACCDRDIDNNTERIOR.11 EXTERIORTA S.SIDTIPP E 1/4X1 1/2 PULL PIN � . pEFBLADE TO RECEIVE SCREW INSIDE DR OUTSIDE s." I�� $(19) PUSH BUTTON LOCK •Q + •1':'O ' LOCATED ON ACCORDION ` No.52609 N o INTERIOR OR EXTERIOR SIDE * �• } ALTERNATE SECTION M I ---- LOCK BLADE VVITI1 �'p; 5 F f •� s"SLCTTON M j STARTER BLADE SECTION ��'C�•*%M1,[0 R 1 Q"'+\� .LOCK BIADC-SECTION .RFs OPEN POSITION '•s�ONAt ��� P� panOp��",P ANCBORC ORPD ,r Jul $0 1.015 7 OR 7A SPACED AT 24.00 Cngmeer Swl Pedro De 5,3 a—do-PC 52609 7 OR 7A---- IA � MIAMI DADE APPROVAL: N PRODUCT'RF.VISCD p complying with the Piorida Building Cade .03 um 7 OR 7A A� °)°lil1 `Sc 9 ]B PUSH BUTTON LOCK it). a J 'l Con to LOCATED UN ACCORDION 7 OR 7A INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF 1 1 5HEET DRAWING H: 9 O 13 15-14G MANUPACTURER: TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC STD LOCK SECTIONS N 1341 SW 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tet.:(772)201-9919 Fax:(772)G73-0588 NOTE:SHUTTER CAN BE LOCKED FROM WWW.JU5T5HUT rEPJT.COM IN51DE OR OUT510E BY PLACING LOCK 5ECTION N IN51DP OR OUTSIDE A5 REQUIRED. Z n LOCK BLADE SECTION ED CL05E POSITION PRODUCT: olu a _JaH SUPERNOVA E%TRUDED AWMINUM y y ACCORDION 5t7UTTER LARGE!SMALL IMPACTED RATED ENGINEERING: ENGCO INC. CA 9I I6 1 5595 ORANGE DR.201 1B 1B DAVIE, PL. 33314 . -. .. ... 22A Tel.:(954)585-0304 - '• CNGCO@AOL.COM 6� *'2"22 •1�s�pino•••••t•.• • �P�p��,,o��C E1VSFv���? �•Q d' t No. 2609 i o ANCHORS TYPE ,* 1 Lor A, B, C OR D44 ''0 SPACED AT 24'OC �_� ° •� ALTERNATE SECTION N I „P''�\���� SECTION N LOCK BLADE WITH LOCK DLADE SECTION STARTER BLADE 5ECTION 1 A •'ss,/ONAi.����`� OPEN POSRION -EHBELIFNi—� ,������"��� JUL S 0 2015 3� 2. 1 S ,. Engmeer Stat W Pedro De Pigoevedo-PE 52609 W ` MIAMI DADE APPROVAL: PE2 1RtOAUCPDBVISED N � 6�u1dC�ade itT�the Flordda ” Aeeq�awctw)5.o5. 3.03 Erni iooDotc° -� -0�y 'D D� 22A 22 M byd�71 uct Conlro 1 1B 22A22II� \\ DATE:04107/2015 `22 5CALE:NA DE51GN BY:PPMF I 1 1B IB 5F1EEf DRAWING N: I O OF 13 15-14G MANUFACTURER: Tl'P_ICA-BIADE-A55EMe_LY_3<- JUST SHUTTER IT INC BILL OF MATERIALS 13 134 1 5W 5.MACEDO BLVD ITEM DESCRIPTION MATERIAL NJWUF CTU N.A.S.A. PORT 5T.LUCIE 12 13A t BLADE 6063-T6 ALUMINUM N.A.5.A. FLORIDA 34983 l6 0.19 IA $TARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Te1.:(772)201-9919 O'JIOAL I B COMPMTE BLADE 6063-T6/LIXM N.0.5.A. Fax:(772)673.0588 14 IC FLOATING STACK BL ADE 6063-TG ALUMINUM N.A.S.A. WWW.JU5T511UrrERIT.COM 20 0 2 CEIUNG TRACK 6063-T6 ALUMINUM N.A.5.A. 16 N 3 I'/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. 14 1 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. It4i I ; 5 RE ESSE 6063.76 ALUMINUM N.A.S.A. _JJJIII---fes S RECESSED TRACK 6003-i6 ALUMINUM N.A.S.A PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A. GA ADJUSTABLE MALE TRACK 6063•TGALUMINUM NA.5.A. SUPERNOVA NEARER 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. EXTRUDED ALUMINUM 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER 0. 14 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. LARGE 4 SMALL 8A HO MALOCK BLADE G063-TG ALUMINUM NA.S.A. LE IMPACTED RATED 13-N I OX3'Hit 8B HD ADATTOR FILLER 6063-TG ALUMINUM N.A.S.A. BLADE SCREW 9 I'JAMB CLOSURE 6063-TG ALUMINUM N.A.5.A. 41 O 5TAINLE55 STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A. 1 O 14-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. I I 118-2X ANGLE 6OG3-T6 ALUMINUM N.A.S.A. ENGINEERING: 0.19 12 WHEEL CARRIER PLATED STEEU NYLON N.A.S.n. ENGCO INC. CA8116 O 13 M I OX3'HH BLADE SCREW MCI) STAINLESS 5TEEL N.A.S.A. SILL 0 13A N I0X2"Ht1 BLADE SCREW 41 O STAINLE55 STEEL N.A.5.A. 5595 ORANGE'DR 201 0 „ 14 0.44'DIAM.PIAT WASHER STAINLE555TEEL N.A.S.A, DAVIE, PL. 33314 d 15 0.46'0 x 0.93'BUSHING NYLON N.A.5.A. Tel.:(954) OL.CO 04 16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.S.A. ENGCOQAOL.COM 14 L 19 PU511-BUTTOM LOCK g 14 -- 20 1/2x 318'Wt1EEL SPACER NYLON N.A.5.A. 1/l/aululna•••• 21 1/16'-IX2,IX2.5 IX4 1.5X3 ANGLES 6063-TS ALUMINUM N.A.5.A. .���1 E F�GG•i� 15 upIIRAAL 0.14 22 S7D FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. ��� 0 �,,. ••. 13 13A 13A-#I 0X2°tIH 22A. STD MALE LOCK BLADE 6063.76 ALUMINUM N.A.5.A. ,��.p�,.•4\C,ENSF..,,.�r��" . ' BLADE SCREW 22B STD LOCK KEF1'ER 6063-T6 ALUMINUM N.A.S.A • '447}' 410 STAINLESS STEEL P10. 52609 0.500 a 4 m �j. STATE OF ,f 1 + 0.4 0 0.390 •'0A�� 0.390 a 44 0.03 0� ••'ss�ONAL 0a 1•'��� m U C3 Q • 111111111/// I f e,-Pe) - I JUL 3 0 2015 0.31 m T 0 14-0.03'X 0.44'0 Engineer Seal h O O V N � Q po 1 ll� 0 0 0 STAINLESS STEEL Pcdro De Figuevedo-PE 52609 �"' I FLAT WASHER ANCHOR 5CHEDULE 16-.4G"0 X.65' 15-.46'0 X.93' DESCRIPTION EMB F MIAMI DADS APPROVAL:0.50 NYLON WHEEL BUSHING NYLON BUSHING 20.I/2'0 x 0.36' RA-1I/4°ITW TAPCON INTO 3000 P51 CONCRETE1'RODUCI'RRVISGD NYLON'OX 1/4'ELCO ULTRAGON INTO 2700 P51 CONCRETE 1.75 as complyingwith the Florida SPACER I 'ITWTAPCON INTO CONCRF-Tf BLOCK 12 X3:0:�` BuildingCbde 14"ELC,O ULTRAGON INTO CONCRETE BLOCK 1.2.5 AacptmuNo �05/ .oT P.xpi Lou Uatc o /g B 1 M-20X I All POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 B I Iq-20X I ALL POINTS SOLID-5ET INTO CONCRETE BLOCK 0.8 5 3 0 Qy ' C 11,4*WOOD LAG 5CREW INTO G=.55 WOOD 1.50 1. Mtani Dad odu0 Control 12-WHEEL CARRIER D I/4'-14 SELF DRILLING 5CREW5 INTO 1/8°57`EEL OR ALUMINUM 0.75 STAMPED 55 W1Th E 1/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 06. NYLON WHEELS E 1 1/4°CRETE-FLFX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015 NA IIOfCS: ED:CDGE DISTPJT S SNAIL Dt UEYON7 WALL MSM NG SCALE: B tMU:E1.RIEDM[IR S11PJ1 OC DC10ND WAIL.DRGSSING DESIGN BY:PPMF `D J14W TAPCOH.114'CKM.rLIX.114 WOOD SCRY1�5 CNI DE USED RJ REPLACE Or 114'LAG SCREWS W O 24-1511EET DRAWING N: 1 1 OF 13 I5-14G MANUFACTURER: SHUTTER COMPONENT5 4.56 -3.92 JUST SHUTTER IT INC 4.54 4.00 3.23 0.46 134 1 5W 5.MACEDO BLVD -4.08 0 1.24--1.99 0.61 2.85 PORT ST.LUCIE 0 a+ o 0.97 0 o FLORIDA 34983 co `^ 3 0 o 1 o Tel.:(772)201-9919 cu O o o T Fax:(772)G73-0588 I y 3'21 o �: 0 N A/W,dU5T511UTTERIT.COM p0 1.23 15-COMPOSITE 2 p440 I-'0:05 ACC` ORDION`BLAD N1 1, ALUMINUM/LEW+N BLADE o LExAN POLYCARBONATE APPROVED ��, 7A-UNIMATE W/LP o 1.45 T o {v PER NOA 13-0717.01 (-'7-I1AlIMATE IN/O LP 's LOCKING BLADES 0.41 XL I OPUV LOCKING-BLADE5 PRODUCT: IA-5TARl ERI A-DE y Op,yo��183� •�_o --2.31 SUPERNOV A o.sl EXTRUDED ALUMINUM 44.08 1 .51 ^u m 1.56 0 ACCORDION SHUTTER LARGE 0 SMALL o IMPACTED RATED 0.06 T .. 86-ADAPTOR FILLER y _= 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 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 W W W.JU5T5MUTTERIT.COM 0.63 I II 0.62 1.25-^1--1.25--y-1.25 I 5.00 PRODUCT: (4 PER RAFTER) a 1/4'X 2 1/4 FH TAPCONS -T ci SUPERNOVA WITH 2' MINIMUM I/4 X5'6063-T6 ALUMINUM PLATE PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE 4 SMALL il-5.00------------ IMPACTED RATED 1/4'X5' OR I/O-X5' 6063-T6 0� ENGINEERING: -' 2,2A ALUMINUM PLATE SECURED TO j RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE 0 ENGCO INC. CABI16 JI SEE TABLE BELOW FOR SHUTTERN w --1--- SPAN & PRESSURE I/4X2X5"6063-76 ALUMINUM ANGLE 5595 ORANGE DR.201 x IDAVIE, ) .03 3 4 W w 1/4'-14X 2' SELF DRILLING SCREWS •- .. - .-. Te4 ENGCO@AOLCOM r- qz SEE SHEET 5 MOUNT TYPE D �a ANCHOR TYPED FOR ANCHOR SPACING S N 11111111I,I,II,,,,I 1/IB1110, E F/GUF.. 2609 a e 4 STA OF 1/8X5'6063-T6 ALUMINUM PLATE •�'��--AZ OR ALLOWABLE DE51GHED PRE55DRE5 ALLOWABLE DE51GNED PRE55URE5 FOR 5ECTION X WITH 114'ALUMINUM PLATE FOR 5ECNON X WITH I/8'ALUMINUM PLATENAL j/ 11 ''• ......111 BLADE MAXIMUM DE5IGNED BLADE MAXIMUM DESIGNED I��5.00JUL 3 0 2015 � SPAN PRESSURE(PSF) SPAN PRESSURE(P5F) cu IN BLADE 1 BLADE 113 (IN) BLADE I BLADE 113 C3 Engineer Seal 60 ±159 7159 60 t99 t99 Pedro De Figuerredo-PE 52609 72 132 132 72 t82 ±82 ALTERNATE TO PLATE 0 84 ±113 ±113 84 t7 I t71 1/8'X2 X5.6063-TG ALUMINUM ANGLE 0 rti MIAMI DADS APPROVAL: 90 ±106 ±106 90 ±66 ±66 108 ± 88 ± 88 108 ±55 t55 1 PRODUCrREIASGD 126 ± 68 + 68 126 t47 ±47 a complyingwilhthe FlDr(da B=U.g Code 132 # 62 ± GI 132 ±45 t45 Acceptance No _ S 13.03 144 +48,-52 +45-47 144 ±41 ±41 tknDat Q o/9 162 +30,-40 t28,-33 162 ±30 -1-28,-30 By Mluu DndD' d"cl Contro NOTE: I- UNCAP INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN WE5 DATE:04/07/2015 SCALE:NA DE51GN BY:PPMP i SHEET DRAWING N: 13 OF 13 15-146