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HomeMy WebLinkAboutProduct Approval M®RADE IWAMI-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`.OF ACCEPTANCE=_(NON)- www.miamidade.eov/economy Just Shutter It,Inc. 1341 SW S.Macedo Blvd. Port St.Lucie,Florida 34983 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade.County RER-Product Control Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Supernova"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement:"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the riser 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 914-0708.05 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. NOA No.15-0513.03 MIAMI•f7ADE COUNTY �I ..., , �• �. );xpira'tion Date:;08714!1019.f 0C__1 /? Approval Dated 08/27!2019 00 Page 1 Just Shutter It.Inc. - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0708.05 A. DRAWINGS 1. Drawing No.14-131, titled"Supernova Extruded Aluminum Accordion Shutter sheets 1 through 11 of ll,and sht. 3.1,4.1, 9.1,prepared by Engco,Inc., dated June 26,2014,signed and sealed by Pedro De Figueiredo,P.E., on June 26,2014. B. TESTS 1. See Association's generic approval under 14-0155. C. CALCULATIONS 1. See Association's generic approval tinder 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 drawing(No. 14-131)prepared for Just Shutter It,Inc.is engineering wise identical to N.A.S.A.'s generic dralving(Vo. 14-019.1). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-146, titled"Supernova Extruded Aluminum Accordion Shutter sheets I through 13 of 13,prepared by Engco,Inc.,dated April 07, 2015,signed and sealed by Pedro De Figueiredo,P.E., on July 30,2015. my A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 E-1 Just Shutter It.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 N.A.S.A.'s generic drmving(No. 15-113)and complies with FBC, 2014 Edition. HOffiy A.Makar, Product Control Unit Supervisor NOA No.15-0513.03 Expiration Date:08/14/2019 Approval Date:08/27/2015 G-2 MANUFACTURER JUST SHUTTER IT INC 5 U=P E---K NOV— A_a 1341 SW 5.MACEDO BLVD EXTRUDED ALUMINUM ACCORDION SHUTTER FORT sr.LUCIE FLORIDA 3498498 3 Tel:(7 201-9919 LARGE M15SILE IMPACT RE515TANT Fax:(772)G73-0585 W NW.JUST5HUTTERIT.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ PRODUCT: I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA ERECTED TO EA51LY ENCL05F 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 4 SMALL IMPACTED RATED 2.CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY HURRICANE LONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC. CA6IIC 'JUST SHUTTER R INC-PORT 5T.LUCIE-FLORIDA 595 TABLE OF CONTENTS: xORANGE 3201 SUPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTE'R Tel.:(954)585-0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' ..._ .... _.... .._ .._SHEET D.ESCRI....PTION ENGCO@AOL.COM 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED-BY A ...... PROFE55IONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS '��•�.• , PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE P� O�' DE F��/F USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, 1 A AND GLA55 SEPARATION TABLE 2 Qom••' gyp` �e 5-MATERIAL:ALL EXTRUDED ALUMINUM 511APE5 SHALL BE MADE OF 6063-T6 ORAS NOTED. o.5 609 1: 3 TYPICAL SECTIONS A,B 1.B2,B3,84 WITH ANCHORAGE TABLES 6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS 5HALL BE AS SPECIFIED IN THE CURRENT SET OFO't- 11 DRAWINGS.INSTALLATION AND LOADS A5 PER T1115 APPROVAL. 4 TYPICAL SECTIONS D 4 C WTI ANCHORAGE TABLES 01 15 STATq F �COR1OP.'�1���: 7-USE:IT SMALL BE THE RESPONSIBILITY Of THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL 5ECTION5 D,E 4 GH WITH ANCHORAGE TABLES '•,Fss� (,� � P TO VERIFY THE FOLLOWING: .,��NAL�����p��� 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER 6 TYPICAL SECTIONS F.G 4 1 WITH ANCHORAGE TABLES JUL g O 2015 ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE 7 JAMB AND CORNER SECTIONS'J° al eu REQUIREMENTS.DESIGNED PRESSURES ETC. Fteer o- ' 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE!FEMALE SECTIONS L° Pedro De FgueuedPE 52609 8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS"M' MIAMI DADE APPROVAL: FORTHI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE IO STANDARD LOCKSECTIONS'N' PRODITCERGVISF-D FOR WIND LOAD HAVE BEEN USED. as wmplying widr Tho Timid., Building Cock I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. A6�- gHw Nu 0-051 4pducl e U5ER INSTRUCTIONS: 12 COMPONENTS 131YMw3. 9 I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAIL5 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. DATE:04/07/2015 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS PER 5HEET5 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 DE51GN I OF 13 15-14G PRE55URE FROM GENERAL NOTES 4 MANUFACTURER; JUST SHUTTER IT INC TA6LE-1 TABLE I AINTVERIOR/LXI]f70R_ _ 6 1341 5W 5.MACE00 BLVD PORT ST.LUCIE MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE #I Q-#I B BLADES ] 34983 SHUTTER SPAN X PRE55URF SHUTTER SPAN X PRESSURE ]� 100']� _ Tet.:FLORIDAIDA 3 201-9919 'AI L ALUMINUM-61ADE5. Fax:(772)6 01-9918 BLADE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(PSE) ]J �3 INCHE5 P05 NEG INCHES -FO-5 NEG ] WWW,JU5T5tiUTTERIT.COM GO 60 160 60 160 IGO 66 158 158 66 158 158 INTERIOR/EXTERIOR 72 144 144 72 144 144 PRODUCT: 78 133 133 78 133 133 84 124 124 84 124 124 INTERIOR EXTERIOR 61 SUPERNOVA 90 IIG 1 16 90 1 16 1 16 ] L COMBINATION 96 108 108 96 105 108 ]� ALUMINUM/LEXAN BLADES EXTRUDED ALUMINUM 104 100 100 104 100 NGI 100' ACCORDION SHUTTER aloo B1ADe5 CAN Be nRRAE+GeD m Marc LARGE 4 SMALL 108 93 93 108 93 1B (BJ COUDINATIOH5A5REOUIRED IMPACTED RATED 114 83 83 114 83 120 75 75 120 75 INTERIOR EXTERIOR 126 68 68 126 68 132 62 62 132 61 ENGINEERING: 138 57 57 138 53 INTERIOR/EXTERIOR ENGCO INC.'F`4 Sr 8 _.52 _' 144 45 5595 ORANGE DR.201 150 41 48 15038 42 1B 1B 1E� DAVIE, FL. 33314 162 30 40 162 28 33 Tel.:(954)585.0304 ALL'LEANBLADES -.. - ENGCO@AOL.COM - ... NOTES:..-.... m I-ACCO610115HUrTER BLADE SPAN 011=5)FOR ALL CONDMON5 3-LINEAR larmoLAnon IS AcarmBIf FOR DES!GH VAND LOADS NN BND[SPAN BEIWEVI IB I/I/I/IIIIIr/Illi���� EXTERIOR I��Op•' DE F/��. TABUfATF0.VP1UF5. INTERIOR/ 4-USETFBL[IAWHCII ONE OR MORE TSE IB BLADE I9 US[D ,�•, C/•,�'wENS / 5-BIAD,E RLY[RSD,INsTALLAnoN is ALLO.'A'D EOR ALL N.OUtBED COIIDITI0:+9 ,Qt��••�. lC'-•.;�== TABLE 2 N0. 2609 MINIMUM SHUTTER SEPARATION FROM GLAZING *S TYPICAL-ELEVATION- TYP.ICAL-CK055>5ECTION 9 1 STAT F r� C-- GLAZING SEPARATION (INCHES) ��Fs•+,,,,,,,,, , TDP TRACK > BLADE TYPE <-608 AD<=PAN104' <=162• .�NAL l/���'�°� JUL 3 0 2015 Y ALUMINUM 2' 2 3/4' 3.125" v ALL ELEVATIONS Engmeer Seal L ATx ¢ ' sx,-um Pedro De PlgUevedo-PE 526 < I.fXAN 3' 3° 3" o 0. a <=30'ELEVATION MIAMI DADE APPROVAL: w -'- L, M, N u o a LEXAN 2 1/8' 3° 3° w=445iPRODUCRGVI the ¢ J w >30'ELEVATION _ B+uid+og Coda�Llhe FloriJu r SWIdinAcceptiCode 5 05 3.03 NOTES: EXIVionlibleR8 o/[f L W 1-WARATION FROM CASING AREAS SMALL BE M[ASURED FROM F GIAYII:G SURFACE TO THE INNER MOST BLADE OR LOCK 5URFACE.-_ BY F-- ('2`GIA55 SEPARAn01119'AF"HICADLL YER THC(WLR1BROlVARD.AHD_, T'rBOrlt D MtUCI COnlral _ .WhLN KDArTER15 555 N 3-WNLN SHUTTER 19 A55[MDU:D\4101 DOTH TMf9 OF BLADES THE LARGEST GLASS SCFARATIOH SHAH MFLY. it DATE:04/07/2015 A,9,BE,82,63,134 BOTTOM TRACK SCALE:NA C,D,E F G,I,GH DESIGN BY:PPMF SHUTTER WIDTH (SW) NO LIMITATION SHEET DRAWING#: 2 OF 13 15-14G MANUFACTURER: TYPICAL SECTIONS A,131,B2,B3,134 AND ANCHOR 5CHEDULE - -f 1/1s JUST SHUTTER IT INC SECTION A 1/4-14X1' GR5 SDS OR w�z tilOX3/4' TEKS i/4-20X1/2' HHMS W/NUT a a AT 12' OC 1341 5W 5.MACEOO BLVD 9UILT-OUT ON ANGLE SPACED AT 12'OC w'^ PORT ST.LUCIE HEADER OR SILL 16 11 OPTIONAL SECTION B4 FLORIDA 34953 Tel.:(772)201-9919 2,2A I- T L_ j 6 ADJU5TABLY TRACK Fax:(772)G73-0588 I I ON REVER5E ANGLE WWW.JUST5tiUTTMT.COM EMBED. w I - SILL ONLY _ {�� •:.•iii:'. - w "' ANCHORS DESIGNED � �y) 6A W AS PER SECTION B4 PRODUCT: 7a ANCHORS DESIGNED = 10 ',..^ ON TABLE BELOW I_ g AS PER SECTION A w v �� SUPERNOVA 1/1B Wo ON TABLE BELOW ..�'' EXTRUDED ALUMINUM ¢ ACCORDION SHUTTER = y ,.r 1/4-14X1'GR5'SDS OR LARGE.45MALL .. 1/4-20X3/4' PHMS W/NUT—A 7FI w a SPACED AT 5'0C EMBED. IMPACTED RATED W AQ SECTION B1 y 1/1B ON REVETRSEANGGLLE _ ENGINEERING: 51LLONLY I ENGCO INC. cnanc -1 a 1/1 D 5595 ORANGE DR.201 b I ww ANCHORS DESIGNED v°i SECTION B3 DAVIE, FL. 33314 +4.BED., AS PER SECTION B14 ..._. IL- NTADLE-BELOW ----_.. .. .. D / KS .... ADJUSTABLE ON _ el.: 95 585-030 Itl X3 4 TE T 4) 4' c--' AT'12' OC STD.ANGU'_ ENGCOQAOL.COM m 51L1.ONLY1/4-14X1' GRS SDS ORoI6ANCHORS DESIGNED ,.��� DE F� 1/4-20X1/2' HHMS W/NUT ;' wrA� AS PER SECTION B3 �0�p*. °.G N'-' 1_ `' wF ON TABLE BELOW •`s<7/,j�' SPACED AT 12'DC x N No. 2609 '10 6A e . Z �O\ STA F f� F va¢i 10 :i EMBED.--� :��p t c(OR OP.,••��tV`: a -ur ANCHORS DESIGNED .• s�ONAL W a 1/1B `�' AS PER SECTION B2 1/4-14X1' GR5 SDS OR '••••.,mrrri"' = m 16 '� sw ON TABLE BELOW 1/4-2OX3/4' PHMS W/NUT woPTlaNa1 jT �q SPACED AT 5.00 JUL 30 2015 i 'z �o0 1' v MAX. BLADE SPAN IN INCHES Engineer Seal H S j Pedro De Figuaredo-PC 52609 4 x-11 ?; SEE ANCHOR SCHEDULE ON EMBED. SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5F) BASED ON SPACING IN INCHES ON CENTER MIAMI DADC APPROVAL: 1/4-14X1' GR5 SDS OR SECTION B2 ANCHORAGE SPACING PRODUCTRBVISBD 162 132 108 64 60 1/4-20X1/2' HHMS W/NUT ii.. 'A!TRACK ON s31 E EI E EI E E1 E E1 E E1 as complying with the Flosido SPACED AT 12.00 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 BAcctpIgCode SILL ONLY SECTIONS 12 40 36 62 44 93 54 U41 160 98 «eptence t 0 S/3.o3 A.81,B2 8 40 40 62 62 93 81 160 146F'P' ton UateB3,B4 6 40 40 62 62 93 93 160 160 oMAX. BLADE SPAN IN INCHES q 40 40 62 62 93 93 160 160 Mlmn DW� uc Cattro SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE P R E 5 5 U R E (P5F) BASED ON SPACING IN INCH E5 ON CENTER /07/2015 ANCHORAGE SPACING-1162 1 132 108 84 60 SCALE:N 19 1 A AI 113 IBI IC ID I A IAI 1B IBI IC D A Al B Bl C D A Al B B1 C D A Al H IBI C r25 DESIGN BY:PPMF 14 40 -- 40 40 40 40 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 SECTIONS 12 40 -- 40 40 40 40 62 21 62A57 62 57 93 26 93 70 93 70 124 34 124 90 124 69 160 47 160 l26 160 A,81,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 Sl 124 124 124 124 160 71 160 l60 16D83,B4 6 40 35 40 40 40 406243 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 1604 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 3 OF 13 I5-146 MANUFACTURER: TYPICAL 5ECTION5 B AND C JUST SHUTTER IT INC AND ANCHOR SCHEDULE 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel.:(772)201-9919 AS PER SECTION C Pax:(772)G73-0588 ON TABLE BELOW WWW.JU5T5HUTTERIT.COM ' $ 3,3A q1 N z PRODUCT: a as a 2 ',y41A 1/]B �Q SUPERNOVA DED ALUMINUM w (nm 1 - ACCORDION ON SHUTTER. r~- e= -.y;z.;,;,, 16 .LARGE 6 5MALL _ _ F OPTIONAL IMPACTED RATED oANCHORS DESIGNED =AS PER SECTION B z11 w" W c ON TABLE BELOW i a —�SCCTION Ca _ � to WALL MOUNT WITI1l ENGINEERING: �q ~ CK 3 OR 3A HEADER OR SILL ENGCO INC. A-,-- SECTION B v BUILT-OUT ON s; H 1/IB ^+ �� EMBED. 595 ORANGE DR.201 REVERSE ANGLE .- c HEADER ORSILL ;>' ;`..Y.•• _ AVI(CO@A 85--0304 D T ._.._. ... .... ... .. .. T __. ._. _ ..... .. - � -.. .. ENGCOQa AOL.COM 1/4-14X1' GR5 SDS OR d 3.3A �cl �`��QOrr"'\C EN,p'. Eji 1/4-20X1/2' HHMS W/NUT cV SPACED AT 12'OC n] ��C V 0E �• v � No. 2609 • ANCHORS DESIGNED � AS PER SECTION C r ON TABLE BELOW ' C'.ST w ' (bR �pr�����•• MAX. BLADE SPAN 1N INCHES ""••••••••"`��� SEE ANCHOR SCHEDULEON SHEET 11 FOR ANCHOR TYPE JUL a U 2015 MAXIMUM ANCHORAGE PRESSURE (P5F) EASE[) ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING ]62 132 108 �$4- 60 Engineer Seal IA A Al D B1 C D A Al B BI JC_11) A At B B1 C D ILA— !A1' B Bl C D A At B B1 C .D Pedro DePigueiredo-PE 52609 1'4' 40 -- 40 40 40 4D 62 18 62 49 62 49 B1 2 86 0 1 60 1104 29 110 77 104 77 145 40 1 5 108 146 107 SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADE APPROVAL: B&C~1 8� 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 87 93 86 124 5P 124 111 124 111 160 71 160 156 160 155 FRODUCrrsBVISDD 1711 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 43 124 67 124 124 124 124 160 94 160 160 160 160 otx,nptyingaith the f9odda 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 Bu tding Code Accepuance No 513.03 Bxpi tion Uatoo o/e // MAX. BLADE SPAN IN .INCHES Byerei MiDad uct Cnnnol SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(P5F) BASED ON SPACING IN INCHES ON CENTER ANCHORAGE SPACING--i162 1 132 1 108 1 84 1 60 DATE:04/07/2015 s E E1 E Cl E E1 E EI E EI 5CALE:NA 14 40 31 62 38 87 46 112 60 157 84 DESIGN BY:PPMF SECTIONS 12 40 36 62 44 93 54 12Vil3 160 98 B&C 8 40 40 62 62 93 77 12160 138 6 40 40 62 62 93 88 12 160 158 4 40 40 62 62 93 B4 160 151 SHEET DRAWING N: 4 OF 13 I5-14G MANUPACTURER: ANCHORS DESIGNED TYPICAL 5ECTION5 D, E*GH ANCHORS DESIGNED JUST SHUTTER IT INC il AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION ON TABLE BELOW ON TABLE BELOW 1341 ST. 5.MACEDO©LVD PORT 5T.LUCIE (ED) EDGE w (ED) EDGE FLORIDA 34983 ' DISTANCE w DISTANCE Tel.:(772)201-9919 k Fax:(772)673.0588 E0.. E0. 6A WVvW.JU575HUTTERIT.COM u/LEG TRIMMED 2,2A N m 6A F H10X3/4' TEKS W/LEG PRODUCT: = AT 12' oc TRIMMED 5ECTION D W i SUPERNOVA = INSET MOUNT W1 (ED) CDGE 2 TRACK 2 OR 2A ECCO D I ALUMINUM w H£ADER OR SILL DISTANCE ACCORDION SHUTTER w Lu ci LARGE 4 SMALL ~ a SECTION E < _ I IMPACTED RATED w 1/1 B ANGLE INSET MOUNT w aim HEAD£ROR51U. = 1/4-14X 3/4' TEKS SPACED AT 12'OC a ENGINEERING: w T- 1 = Ja SECTION GH ENGCO INC. CADIIG C4 w�' ADJU5TA6LE MOUNT 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER/SILL DAVIE, PL. 33314 ro AS PER SECTION E Tel.: 954)585.0304 ..._ ....... .. _ .... .__. ._ ___... ON TABLE BELOW .. .. __. . ... ENGCOGAOL.COM -- N 3,3A 1/4-14X1' GR5 SDS OR .. ''r�prurn..�"'•• 1/4-20X1/2' HHMS W/NUT. �p`�0� E j T; SPACED AT 12'11C �,P lAj,��'�ENS� .�/ �_ F - ''gam— ; rOf 1: I �11 4��No. 2609 1 as 1/1B ='O;; STA OF tV j 0111 -I ���ss�4NAL E�..�. 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WWW.JU5T5HUTTeRIT.COM 20 14 L 2 CBUNG TRACK 6063 TG ALUMINUM N.A.5.A. 16 3 I•/I/2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. 14 1 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.5.A. 1 g 4 R TRACK 6063-T6 ALUMINUM N.A.5.A. 5 RECF 5E0 TRACK 60''3-T6 ALUMINUM N.A.S.A. PRODUG7: 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.S.A. 6A ADJUSTABLE MALE TRACK 6063-76 ALUMINUM N.A.5.A. SUPERNOVA HEADER --I I 7 UNIMATE LOCK BLADE W/O LP 6063 TG ALUMINUM N.A.S.A. EXTRUDED ALUMINUM 0.14 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.S.A. ACCORDION SHUTTER 8 HD FEMALE:LOCK BLADE 6063-TG ALUMINUM N.A.5.A, LARGE 4 SMALL 8A HD MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED iv 13-N I OX3'HH DB HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. BLADE SCREW 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A. 410 5TAINLE55 57CEL 9A 2'JAMB CLOSURE 6063TG ALUMINUM NA.S.A. 10 114.2X ANGLE 6063-T6 ALUMINUM N.A.S.A. I I 118-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. ENGINEERING: 0.19 12 WHEEL CARRIER PLATED STMIJ NYLON NA.S.A. 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PIA�Q I/4'ITWTAPCON INTO 3000 P51 CONCRETE 1.75 0-* PRODUCfREVISGD 20-1/2.0 X0.36' 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 a a complying with the Floolde NYLON WHEEL BWldingCbde SPACER _A1 14'I•TW TAPCON INTO CONCRETE BLOCK, 12 3:0. - Aoccplmcc No51 o5I3.o3 1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Fipi ioe Daleoff 7/�/7 of g 8 1 4-20X I ALL POINTS SOLID-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 B I 14-20X1 ALL POINTS 50LID-5ET INTO CONCRUE BLOCK 0,875 3 0 /+•!�i'�- C 114,WOOD LAG 5CREW INTO G=.55 WOOD ___ 1.51.0 Dad ct Jbnwl 12-WHEEL CARRIER D 1/4'-14 SELF DRILLING 5CREW5 INTO I/&5TEEL OR ALUMINUM0.75 STAMPED 55 WITH E I/4'CRETE-FLEX 554 INTO 3000 PSI CONCRETE 1.75 3.0 0 NYLON W11EEL5 E I 114"CRETE-FLF�(554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015 �dNA NOTeS: rM XIAB D15TNJ S ALL B BG BEYOND WAIL DRESSING SCALE: B eMn:naeeoMelrt 9nN1 Be DerouO WALL DRessmc DESIGN BY:PPMF ND I/4'TAFCON,1/4'CRM.rLrX./14 WOOD SCREWS CAH BE USED DJ RFPIACe OF 1/4'LAG S=115 OD -- C1 1--1.24-1 15)OET3 DRAWING#: MANUFACTURER: SHUTTER COMPONENT5 4.56 3.92 JUST SHUTTER IT ING 4.54 4.00 3.23 0.1L 4.OB 0 134 1 5W 5.MACEDO BLVD 1.24 1.99 0.61 2.85 PORT 5T.LUGIE p.�� o m o 0 97 0 0 FLORIDA 34983 m1c3 s -� o TIE ru o do Tel.:(772)201-9919 Fax:(772)673-0588 o N o WW W,JUSTSHUTTERIT.COM Oh 1.23 1 48 p. 113-COMPOSITE 2.04 0 I- .05°ACCORDION BLADE a- 1 `b' ALUMINUM/LERAN BLADE 7A•UNIMATE W/LP lr�-- _-- oLEXAN POLYCARBONATE APPROVED T o AS PER NOA 13.0717.01 7-UNIMATE W/O LP LOCKING BLADES 0.41 XL 1 02U LbC__KING B1ADE5 PRODUCT: IA-STARTER BLADE _-' -""` C=---r 0.51 SUPERNOVA 1.83 51 n�i m 0.06 m m E1(EFUDED ALUMINUM 4.6 1.77 1.56 o o ACCORDION SHUTTER 4.OB m LARGE 6 SMALL m T- J--1--- ipT ==__1L�-L• a m �o -r IMPACTED RATED 86 ir T-T- 85-ADAPTOR PILLEP 6PND 8A 4 IC-0.05'FLOATING STACK BADE 1 o ENGINEERING: 07 199 2-INSET TRACK W/RC OPTIONAL d 1 3.00 ENGCO INC. 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G//�•'••• + o 2.60 2.n1 . �f,••�; E�%SF;•tet i .T ,+ ?�`•_ a.to � � � 06 0.p6 - 0.77 r'� No.. 2609 ;o E 2.83 0.86 0. 1.65��1 :* ? 2.41 �S j __=�=-LL -{0.79 d ':�s STA 'tV a° o o.61 z.ze-I� •��•t�t f[OR��P'"���•�, +F.R o 0.07 _--- OPT.ONAL 9! m " e n 9B-ND JAMB CLOSURI'. o •••Fss/OVAL r`rrl 3A-2'BIHLD=OUT TRACK 0. 6 d I N rrrrrnrnrprrr/r 0.86 p1_ �I•- --I"1EADER7 511.L MOUNT ,,• 3h 1-2'BO TRACK V!/O 2,-70 228-LOCK KEEPER INSERT ',y- JUL 3 0 2015 RAIN'GUARU(RG).4 - 1--JAMBCL05URE�58 --j0.6l 22•FEMALE SID 22A-MALE 570 En mecr Seal 0.07 �RO I�.0=--'- LOCKING BLADE LOCKING BLADE = o Pedro De P:gvcredo-PE 52609 3.1'//k BUILT-OUT TRACK �TIOUAL �hf ER/_.SILLMOUNT 8.70 -I 0.25 MIAMI DAOE APPROVAL: 0.125 9A-'2•JAMB CLOSURE 3.I-I'//J'50 TRACK W/O 2.07RAIN GUARD(RGy -2.43- 2.07 PRODUCTRCVISED _ -- 1.9l 0.09 �� � �T I~ as canplyi�with the Florida 0.86 J0.0L6 Building Cato II Aaeplence No 5.0 13.03 0.6l II FEdi ion Dole0 Z-D!4 L Z¢ MX fi0.61 qh n m m d ig i 21-1/I G'TI11CK ANGLES t Z� MI I 49.;2 Conlro Ocs d 0 0 0 0 6063-TS ALUMINUM ALLOYQ' L o SIDE CLOSURE USE ONLYrj 2.092.61 0.75 0.07 _2.23 0.07 3.36 DATE:04/07/2015 � N SCALE:NA I T 6A-ADJUSTABLE MALE I DESIGN BY:PPMP -{ 0.95 I-1.13-�-L29-I 6•ADJUSTABLE FEMALE ryPADER/51LL MOUNT2'0_ 2.0 'll 3.37 HEADER/SILL MOUNT (-4•'A�TRAGK---� SHEET DRAWING N: !.'.5IL6:M0UN7:ONLY' I I-3-TG LU ANGLES IO-I/4'THICKANGLES 1' OR I.5' I2 OF I3 I5-146 6063-T6 ALUMIPIUIvf ALLOY 6063-TG ALUMINUM ALLOY w MANUPACTURER: SECTION X JUST SHUTTER IT INC TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD BETWEEN WOOD TRUSSE5 PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73.0586 W WW.J U5TBIiUTTEPJT.COM 0.63 0.62 1.25�--1.251.25 5.00 I PRODUCT: (4 PER RAFTER) T cja 1/4'X 2 1/4 FH TAPCONS I SUPERNOVA WITH 2' MINIMUM 1/47(5'GOG3-TG ALUMINUM PLATE PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER LARGE{SMALL 5.00 IMPACTED RATED 1/4'X5' OR 1/B-X5' 6063-T6 0� ENGINE CNG: 212Ak ALUMINUM PLATE SECURED TO RAFTERS AT MAXIMUM 24' OC 0o ENGCO INC. cqww SEE TABLE BELOW FOR SHUTTER ALTERNATE TO PLATE ti cAa,,, SPAN & PRESSURE 1/4'X27(5"GOG3-TG ALUMINUM ANGLE 5595 ORANGE DR.201 — DAVIE, ) 5-03 4 1/4'-14X 2' SELF ➢RILLING SCREWS . Tel.:(9541585-0304 SEE SHEET 5 MOUNT TYPE D ENGCOQo AOL.COM �a. ANCHOR TYPED FOR ANCHOR SPACING = -J V' 'I,j1111,1I,II,II�,, j L 1/113 EIIISF..; t_ �s.oo , R }No. 2609 4io e tn� * `* cu ,} STA OF C3 ° O .. . - I/8'X5'6063-T6 ALUMINUM PLATE �F�'ry,Z 0 R ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 ,"'ss'•/ONAL FOR SECTION X WITH 1/4'ALUMINUM PLATE FOR SECTION X WITH IIB'ALUMINUM PLATE •.,,,,,,,,,,,n�'' BLADE MAXIMUM DE5IGNED BLADE MAXIMUM DESIGNED N JUL 3 0 2015 5PAN PRE55URE(PS SPAN PRE55URE(PSF) IN BLADE 1 BLADE I B (IN) BLADE 1 BLADE 113 Engineer 5ral 60 ±159 ±159 GO ±99 ±99 o Pedro De Figue rcdo-PC 52609 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 00 84 ±113 ±113 84 +7 I ±7 I 1/8'X2'X5'6063-TG ALUMINUM ANGLE ni MIAMI DADE APPROVAL: 90 ±IOG ±LOG 90 ±66 ±GG 108 ± 88 '_• 88 1 108 ±55 ±55 PROmacooEviE mirly�ingwwtihSryeFlorida 12G ± 68 ± GB 126 ±47 ±47 132 ± 62 ± G I 132 ±45 ±45 A�oa�t�ance�o! - 713.07 144 +48,-52 +45,-47 144 ±41 ±41 Fop lialDat o 0l9 I G2 1+30,-40 +28,33 162 ±30 +28,-30 8y y Dada duc Cunuo NOTE: I- UNCAP INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN 512E5 DATE:04/07/2015 SCALE:NA DESIGN BY:PPMF i 5HEET DRAWING ft: 13 OF 13 15-)4G