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HomeMy WebLinkAboutProduct Approval MIAM!•�1DE 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 _ rT(786)315-2590 F(786)315-2599 (I -OF-�(CE�j�E�Owww.minmidade.eovleconomv- y 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 member 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 Miaml-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. MlAMaDaDE COUNTY �,, NOA No.15-0513.03 � Rpiration-Date:08/14/2019 �= .tc, 67—/20152 x,4/20, o8/Z /els Arpr`ovAfDate:08/2P ge lr 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.E., on June 26,2014. B. TESTS 1. See Association's generic approval tinder 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 drawing(No. 14-131)prepared for Just Shutter It,Inc.is engineering wise identical to N.A.S.A.'s generic drawing(No. 14-019.1). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter sheets 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.Maker,P.E.,M.S. Product Control Unit Supervisor sNOA No 15-0513 03 ''Expiration+Date O8/14/2019 , pprova Date 08/27/201."i ?. 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., cert6ing that the drawing(No. 15-146)prepared for Just Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No. I5-113)and complies with FBC,2014 Edition. "Hi y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA-No15=OS13s03. Eapur t Date.08114t2014--=— Approval Date:08/27/2015 E-2 MANUFACTURER-- JUST ANUFACTURER:JUST SHUTTER IT INC 1341 SW S.MACEDO BLVD EXTRUDED ALUMINUM ACCORDION SHUTTER PORT sr. 498 PLORIDA 34983 LARGE MISSILE IMPACT RESISTANT Tel.:(772)201-9919 Pax:(772)G73-0588 W W W.JU5T5HUrrEM.COM GENERAL NOTF5: FLORIDA BUILDING CODE 2014-HVHZ PRODUCT: I-DEFINITION:THIS PRODUCT 15 A14 ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND ERECTED TO EA51LY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS SUPERNOVA 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 2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY IMPACTED RATED HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY V1515LE LOCATION STATING ENGINEERING; THE FOLLOWING; ENGCO INC. C�E1,6 5595 ORANGE DR 201 'JU5TSHUTTERITINC-FORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585-0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' .... ....... ENGCOQAOL.COM SHEET DESCRIPTION' 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS r•purr••••.•••••% PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCUTAYED DESIGNED DE F1,., PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BERE p,�p ••,,••L G •8 ��•••' USED. 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSUTABLE I, I A AND GLA55 ,, 4P .p SEPARATION TABLE 2 .4 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF GOG3-TG OR AS NOTED. 3 TYPICAL SECTIONS A.B 1,152,53,54 WITH ANCHOFAG12 TABLES *# No.5 609 G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE A5 SPECIFIED IN THE CURRENT 5127 OP1 , DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES .�O STAT \F fr�ty: 7-USE:IT SHALL BE THE F95PON51BILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D,E 4 GH WITH ANCHORAGE TABLES TO VERIFY THE FOLLOWING: G TYPICAL 5ECTION5 P,G 4 1 WITH ANCHORAGE TABLES ••,',ON�ir`.•r�N''1' 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED IN5URING PROPER JUL 3 0 2015 ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONSJ' ' REQUIREMENTS.DESIGNED PRE55URE5 ETC. Etymeer Seal 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE 4 FEMALE SECTION51° Pedro De Figuevedo-PE 52609 8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS 9 LOCK UNIMATE 5ECTION5'M' MIAMI DADE APPROVAL• FOKTHI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH I.G LOAD DURATION INCREASE 10 STANDARD LOCK SECTIONS'14' PRODUCTR11VIS6D FOR WIND LOAD HAVE BEEN USED. awmplying'Tilh file FlotiJ:, BuildiI I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AocW Nc oel,ItmmKo o )3,03 1119 Toa U11e o 19 USER IN5TRUCTION5: 12 COMPONENTS M' U Juct Conlro I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 9(°DETAILS 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55UPE ON TABLE I OR TABLE IA. DATE:04/07/2015 SCALE:NA 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF 4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF 5ECTION TYPE TO BE USED AS PER SHEETS 3,4,5 4 G.5ECTION5 ARE INTERCHANGEABLE. SHEET DRAWING B: 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN I OP 13 15-146 M55URE FROM GENERAL NOTES 4 MANUPACTURM JUST SHUTTER IT INC TABLE I TABLE I A PR>l 6g 1341 5W 5.MACEDO BLVD 8 PORT 5T,LUCIE MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE M 14 81 B BLADES j FLORIDA 34983 5NUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE Tel.:(772)201-9919 BLADE SPAN PRESSURE(P5F) BLADE SPAN PRE55URE(P5f7 DI[I()jiA B1AD_ES— Paz:(772)673-0588 INCHES G INCHES 05 F144 1 jWww.JU5T5HUTTERIT.COM66 158 158 66 158 72 144 14 72 14 PRODUCT: 78 133 133 78 133 84 124 124 84 124 INTERIOR/EXTERIOR 61 SUPERNOVA 90 116 116 90 116 COMBINATION EXTRUDED 96 108 108 96 108 j ACCORDION SHUTTER 1 DD' ALUMINUM/LE(AN BIADE5 104 100 100 104 100 100Pio BLADES CAN BE ARRAI:GED IN MAI n LARGE 4 SMALL 108 93 93 108 93 93 1 B 1 B COMB NATIONS As REDUIRED IMPACTED RATED 114 83 83 114 83 83 120 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 ENGCO INC. CA 8116 R44 V46 U52% 144 45 47 INTERIOR/EXTERIOR I50 48 41 150 38 42 559DAVIE. DR.201 jjl--� 18� 18� F 31 162 30 40 162 28 33 Tel.:(954))L. 4 585-5-0304 ._... .. ... ....... -.----.. .__. _.... .. .----.ram .._... .. ._. .. ._ ... - ALL-LEXAN BLADES - . - ENGCO@AOL.COM - ..... NOTES:...... .. "A I-ACCORDIDIL 91iURER BLADE SFAII(NIGHTS)TORALL CONDITTON9 j BJ 2-PRESSURE-DESIGN VALID LOAD M) 1 B Lspssrnn•r/••q i 5-UNPAR INf[RPOUQION 15 ACCEPTABLE EOR DEIGN VAND LOADS AND RUDE SPAN DEM01INTERIOR/IXTERIOR ,A,',rr�1• DE F�(rj•• . TABULATED VALUES. . 4-05ETABLE IAWMIoIEORMomwE iowo E)USED \v, ENBF'*-�•A•�� S.ZLADEMPE RED IN9TAUAT011 S AUDMD FORAM MOUNTED CONDITIONS , �D No. 2609 ��{ TABLE 2 yt =yr MINIMUM SHUTTER SEPARATION(ROM GLAZING * TypICpL,F1�57 gpAl� TYPICAL CK055 5ECTION sraT F �,r i C,D.E.GH GLAZING SEPARATION (INCHES) TDP TRACK /O-NAL �a r BLADE TYPE <o60BLADe SPO <=162' ••'�•••rruonrsdss'P JUL 8 0 2015 r ALUMINUM 2' 2 3/4' 3.125' C) ALL MAT1ON5 Engmeer Seal ¢ n m•ss smAynTr Pedro De Piguurrdo-PE z¢ `; LEXAN 3' 3' W o a- <@30 ELEVATION MIAMI DADE APPROVAL: 4 M, N Y a LEXAN 2 1/8' 3' 3° uODUCTRBVaille ¢ �-�mp1 Coda'tlL the Florvda � >3d ELEVATION �Ip�r„�tao 5_05/ 03 aion Ualo Oyu o f NOTES: FROM GLAZING AREAS SHALL BE MEASURED FROM GLAZING SURFACE TO TM INNER MOST BLADE OR LOCK SURFACE. HY N 2-GWS--ZPnRATIOP"5,AfY11CA81E PER-ME mrtiZ_ MI�ni Dad Odua CDniro N 3-YAtEN SNUTRR 19 A95EMBTED IM Will TYPES OF tlLADE9 TNL 1 LARGEST GIA59 SEPARATION 9NAB-APFLY. DATE:04/07/2015 AB,B1,B2,63,84 BOTTOM TRACK SCALE.NA DESIGN BY:PPMP C D E F G I,GH SHUTTER HIDTH (SW) NO LIMITATION SHEET DRAWING H: 2 OF 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 A,13 I,132,133,154 AND ANCHOR 5CHEDULE — —' 1/IB JUST SHUTTER IT INC 1/4-14X1' GR5 SDS OR w z 810X3/4' TEKS SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' OC 13415W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC w I^ PORT 5T.LUCIE HEADER OR SILL l6 /-OPTIONAL FLORIDA 34983 ON 04 Tel.:(77 2)201-9919 2,2A11 =t r- mim _ 6 ADJUSTABLE TRACK Fax:(772)673-0588 _i ON REVERSE ANGLE WWW.JUSTSHUTTERIT.COM EMBED. w SILL ONLY m �• x Ti w m ANCHORS DESIGNED Mw yA �iJ ti 6A ", o�( AS PER SECTION B4 PRODUCT: ANCHORS DESIGNED x ]0 f.' �' ON TABLE BELOW _ �Q AS PER SECTION A " c SUPERNOVA 1/IB ON TABLE BELOW �'" EXTRUDED ALUMINUM .�., ¢ ACCORDION SHUTTER = y •.v r 1/4-14X1''GR5'SDS OR G - ., 1/4-20X3/4' PHMS W/NUT LARGEcSMALL w w SPACED AT 5'OC EMHED.� IMPACTED RATED n w SECTION B 1 x y I/1 B REVERSE ANGLE _ ENGINEERING: SILL ONLY f ENGCO INC. cAellc faW �v::.^::•i..:.- z '-: ¢ 1/1 B 5595 ORANGE OR.201 �w. ANCHORS DESIGNED (L SECTION B3 DAVIE. FL. 33314 AS PER SECTION B1 w DIOX3/4' TEKS Tel.:(954)585-0304 ADJUSTABLE ON 4 - --.. _ ..•_. 11.._}. ti ON-TABLE-BELOW : ---...,- .Q... -. . .. AT'12' OC -. ...... STRANGLE - - -- ENGCO@AOL.COM ' -- a SILL ONLY j• w JI_ •:i.4:. 11j1111/1///IIiIIII�1 ANCHORS DESIGNED .•11/ 1/4-14X1' GR5 SDS DR °: I 6 h w �,..DE F� ,,.,. 1/4-20X1/2' HHMS W/NUT 5: EMBED. E? `oW t AS PER SECTION H3NSol, F ON TABLE BELOW `��'� SPACED AT 12'11C 71. No. 2609N 6A wtt:q STA F �Z i 10 L: EMBED.---I :�G�;+,,c•(. �P,+'��4�C� +•,,,,0 R T L3a ,` -.w>. ANCHORS DESIGNED ORAL 1111 w J 1/1B 4r �'� AS PER SECTION B2 1/4-14X1' GR5 SDS OR ���•n///111/1j1 x w 16 ' ' ON TABLE BELOW 1/4-20X3/4' PHMS N/NUT OPTIONAL w r S� SPACED AT 5'OC JUL 3 0 2015 w f ` s. = I I MAX. BLADE SPAN IN INCHES EgineerSeal y I I Pedro De F�pctredo-PE 52609 4 11 :i EMBED.--- SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(P5F) SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL: BASED ON SPACING IN INCHES ON CENTER 1/4-14X1' GR5 SDS OR SECTION B2 ANCHORAGE SPACING--i162 132 108 84 60 PRODUCT REVISED 1/4-20X1/2' HHMS N/NUT 'A'7RACKON s E E1 E E1 E E1 EI E E1 &u�IdigCoBde`'TlhlhuFimih SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 SRL ONLY SECTIONS 12 40 36 62 44 93 54 16D 70 160 98 aepimccNol - S�$•o3 A,B1.B2 8 40 40 62 62 93 81 124 105 160 146 Tlon�0-��r-� 209 MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 �A jol Dnd uc Cmuro 4 40 40 62 62 93 93 124 124 160 160 SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5P) BASED ON 5 P A C I N G IN INCH E5 ON CENTER DATE: ANCHORAGE SPACING 162 132 108 84 60 SCALE: :N A Al B Ipi C D A Al B B1 C D A Al B B1 C D A Al B B1 C D A Al IB 1BI ic D DESIGN BY:PPMF 14 40 -- 40 40 40 40 62 *62 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107 SECTIONS 12 40 -- 40 40 40 40 62 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125 A B1,B2 g q0 26 40 40 40 40 62 62 62 93 39 93 93 93 93 124 51 124 124 12 124 160 71 160 L60 ]60 160 B3,B4 6 40 35 40 40 40 40 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 1601,1601160 160 SHEET DRAWING N: 4 40 40 40 40 40 40 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 60 160 160 3 OF 13 15-146 MANUFACTURER: TYPICAL 5ECTION5 B AND C JUST SHUTTER IT ING AND ANCHOR SCHEDULE 1341 5W S.MACEDO BLVD PORT ST.LUCIE FLORIDA 34983 ANCHORS DESIGNED Tel.:(772)'201-9919 AS PER SECTION C Fax:(772)673-0588 ON TAHLE BELOW WWW.JU5T5tiUTfERTT.COM 3,3A t. -I z d PRODUCT: x m W '� I/IB 85UPERNOVA EXTRUDED ALUMINUM w Mm _ ACCORDION SHUTTER o'm +:risi:;.. .� 16 .LARGE 6 SHALL OPTtONRL IMPACTED RATED n �,W ANCHORS DESIGNED t 4 AS PER SECTION B W z1/IB ON TABLE BELOW z a SECT(O_N C ivtOUNTivATH GINEERING: TRACK 3 OR 3A s HEADER OR SILL ENGCO INC. ,8116 SECTION B m w 5595 ORANGE DR.201 BUILT-OUT ON ,; DAVIE,�FL. 33314 REVERSE ANGLE 'q EMBED. ., Tel.:(954)585-0304 HEADER ORSILL ... .. -. �' .._. ._. - ....... ... f:. .... ..._ .. --- - -- ENGCOQAOLCOM ._-- -•- ,i moo { �.•' E F l� 1/4-14X1' GRS SDS'OR �� 4 gg� ••• .N 3.3A ,.. Glq aa• �CENy'ti, / 1/4-20X1/2' HHMS V/NUT n, SPACED AT 12113C ,u 1'� - v .•Q ' No. 2609 7— ANCHORS DESIGNEDPER SECTION CTABLE BELOW = gT ad MAX. BLADE SPAN 1N INCHES SEE ANCHOR SCHEDULE ON SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) BA5ED ON 5 P A C I N G IN INCHE5 ON CENTER JUL 302015 ANCHORAGE SPAC 1 NG162 132 1 D8 Ww 60 Eagmeer Seal A �JB Bl C 1) A Al H BI C D A At B Bl C D ®•A Alt B Bl C D A Al B BI C D Pedro De Pguurcdo•PE 52609 14. 4 -- 40 �40 40 4 62 1 62 49 2 49 81 22 8 60 1 60 .104 29 10 77 104 77 145 40 15511081146 107 9 12 40 -- 40 40 40 62 21 62 57 62 57 87 26 93 70 B7 70 111 34 119 9D 1112189 156 47 160 126 157 125 MIAMI DADE APPROVAL. rWB TIC 40 26 40 40 40 62 32 62 62 G2 62 93 39 93 87 93 86 124 li 124 111 124 111 160 71 160 156 160 155 6 40 35 40 40 40 62 43 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 PlIODUCi'1IEVi5ID ®oa�oplying.eltn me!•Te1i4a 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 DuDaina elide Acceptance No J 0 S/3.03 '� � tion lAtao o�� MAX. BLADE SPAN IN INCHES By ✓�' Mi& uctCantrol SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(P5F) SHEET 11 FOR ANCHOR TYPE BA5ED ON SPACING IN INCHE5 ON CENTER ANCHORAGE SPACING 162 1 132 1 108 1 84 60 DATE:04/07/2015 s E E1 E E1 E EI E E1 E E1 SCALL':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 l24 99 160 138 6 40 40 62 62 93 88 124 113 60 158 4 40 40 62 62 93 84 124 108 160 151 SHEET DRAWING N: 4 OF 13 15-14G MANUFACTURER: ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT In AS PER SECTION D AND ANCHOR SCHEDULE AS PERSECTION GH ON TABLE BELOWON TABLE BELOW1341 5W 5.MACEDO BLVD ci PORT ST.LUCIE (ED) EDGE w (ED) EDGE FLORIDA 34983 DISTANCE % DISTANCE Tel.:(772)201-9919 Eo. E0. Fax:(772)673.0588 WWWJU5T5HUTTERR.COM M/EG TRIMMED m 2,2A� N #10X3/4' TEKS 6A _ AT 12' oC TRILD PRODUCT: I SECTION D _ INSET MOUNT W/ (ED) EDGE 2 SUPERNOVA TRACK 2 OR 2A EXTRUDED ALUMINUM Ix w Z HEADER OR SILL DI STANC£ c ACCORDION C( �p 5f.1HNi a N SECTION E Y w z IMPACTED RATED w w a+ I/1 B ANGLE INSET MOUNT w y t'M _I HEADER OR5ILL - w 1/4-14X 3/4' TEKS 7SPACED AT 12'OC Li ENGINEERING: �¢ 1 wa SECTION GH ENGCO INC. U1BI16 ADJUSTABLE MOUM 5595 ORANGE DR.201 ANCHORS DESIGNED HEADER SILL DAVIE, FL. 33314 m AS PER SECTION E Tel.:(954)585-0304 ..... ........ .... __._... . . .._ ..... __. .. . ._._... -- ON TABLE BELON.. .. - -- --. ... . ._. .--. .. - - ENGCO®AOL.COM = N 3,3A 1/4-14X1 GR5 SDS 0R ��"���•������~'••• 1/4-20X1/2' HHMS N/NUT.r IL _ SPACED AT12'OC ENS"'•. fA°' L11 s No.' 2609 -� JN I/IB L�O FT' F •J -4 04� o S O R 1�''A��•�'�d� MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON A 8 O 2015 SHEET 11 FOR ANCHOR TYPE6AB M ANCHORAGE PP.E55U RE (P5F) BASED ON SPACING IN INCIIE5 ON CENTER Engmeer 5eal ANCHORAGE SPACING 132 108 84 60 162 132 108 84 0 Pedro De Fyuw da-PE 52609 D I A 1B IC ID I A I B IC ID A B C D A D C D s E E T74 E 16 22 27 - 27 33 -- 20 34 40 20 24 43 52 25 31 6 72 36 43 16 28 34 MIAMI DADS APPROVAL: 12 30 36. -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 4B 57 12 37 4599SECTIOND 8 40 40 26 32 55 62 32 39 67 BO 40 48 86 103 51 61 121 145 71 86 8 40 62 149pA()DUCT RL'VISFD6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82160 160 95 115 6 40 62 160 asccmplyingwiththoFlorida 4 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 160 BulldingCudo Acecpmnw No 1T--0'5A-o3 11 22 2 26 -- -- 27 32 20 - 5 41 26 24 49 58 36 34 11 22 27 33 4 60 6cpim ion Date o$ 9 22 26 -- -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 9 27 33 41 5 3 SECTION E 8 25 30 -- -- 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 41 5 2 Dyy 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 7 44 91 l06 65 62 6 40 50 61 78 109M1w D cl Contra 4 40 40 139135 62 62 45 42 76 B9 55 52 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 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 SCALE: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 74 DE91GN BY:PPMF 6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 B2 96 61 'S6 6 37 45 55 71 99 4 40 40 34 31 56 62 42 38 68 BO 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103 5HEET DRAWING @: 5 OF 13 15-14G MANUFACTURER: TYPICAL 5ECTION5 G, F AND I AND ANCHOR 5CHEDULE —� JUST SHUTTER IT INc _ _ r 1/t B 1341 SW 5.MACEDO BLVD } w PORT ST.LUCIE z = w� FLORIDA 34983 (L 1/1 B Of ¢a RECESSED MOUPIT Tel.:(772)201-9919 �-- y Fax:(772)673-0588 h a m SILL ONLY WWWJU5T5HUTTEW.COM x ¢ N10X3/4' TEKS x wJm AT 12' oc V) rnoo SECTION G ^P ANCHORS TYPE PRODUCT: ADJUSTABLE MOUNT A, B, CORD SUPERNOVA y I 51u ONLY EDGE CLEARANCE(EC) SPACED AT 48.00 INTO CONCRETE- P(3000 PSI CONCRETE) APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM 3 INTO WOOD=2 1/2'(WOOD 5G:0.55) (S (EC) EDC£ ACCORDION SHUTTER N: t CONDITIONS FROM TABLE 1 I INTO METAL:2'(Goa3-7cAtuMD2A5rtn�3G MW � CLEARANCE �j LARGE 6 SMALL IMPACTED RATED 1 4 (ED) EDGE v - �-�s,:;.�•. DISTANCE STANDARD LOCATION - y \ ALTERNATE LOCATION ANCHORS SPACED ANCHORS SPACED ENGINEERING: AS PER SECTION G w AS PER SECTION GI ENGCO INC. caetts ON TABLE BLOW ;' (ED) go ON TABLE BELOW '1-- EDGE w 5595 ORANGE DR.201 DISTANCE 1/IB _ . _ DAVIE, FL. 33314 r Tel..(954)585-0304 ..- - - .-.. -, .-. ... .. -.... ENGCO@AOL.COM w TRACK INSET ... .-... ' . .ALTERNATE (ED) -�\ -� ._ SECf10N,tJIOl1N1` ' fff'— - '. EDGE DISTANCE SRL ONLY \�\n..n.....hM• . . go W ANCHORS DESIGNED e�.� �NBF`, s PER SECTION F • v ON TABLE BELOW -No 2609 's STA OF !a C x 181�: •''�S/ONAL to.' W (ED) EDGE m JUL 3 0 ?-015 DISTANCE w MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ONE grocer Seal Pedro De Fi uevedo-PE 52609 SHEET Il FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON 5PACING IN INCHES ON CENTER ANCHORAGE SPACING 162 132 108 �84>® 60 162 132 108 84 60 MIAMI DADE APPROVAL• A B C D A B C D A B C D A B C D A B C D s E E E E 16 -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCT REVISDD 12 22 23 27 - -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 sse�mplyingwith the Florida SECTION G 1 28 33 20 20 35 41 24 24 A2 50 30 29 54 64 38 38 76 90 53 53 8 34Ik 66 92 BnildlrtDCode 6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 S1 50 102 120 71 70 6 40 88 123Aeaptmallo4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 1054 40 93 130 S�IrmwnDete — Z�'19 [ •28 34 15 21 35 42 25 42 51 23 31 e55 66 29 40 76 93 41 55 16 35 43 53 6 95 MBYtiDad duGCon' trot S�EG,jjm rL2= 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 G1(DR 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 111 8 40 62 93 124 160 6 40 40 40 40 62 62 49 62 93 '93 60 82 124 124 77 IOb 160 160 108 14B 6 40 62 93 124 160 DATE:04/07/2015 4 40 40 40 40 62 62 62.162 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA DE51GN BY:PPMF SHEET DRAWING N: 6 OF 13 )5-146 r - _ i P o .. _. � __ R i# MANUFACTURER: TYPICAL f10R►ZONTAL, JUST SHUTTER IT INC JAM ND-CORNER 5ECTION5 J OPTIONAL 1341 5W 5.MACEDO BLVD SEALANT PORT 5T.LUCIE MIN, C3) ANCHORS FLORIDA 34983 ANCHORAGE TO WALLrJ-ECTtON„ TYPE A, B, C OR Tel.:(772)201-9919 1 FROMS ENDS SECTION J I Pax:(772)673-0558 IS NOT NECESSARY (JAMB CL05URE 11JALLMOD AND ONE AT MIDDLE JAMBCL05URE VV4IW.JU5T5NUTTERIT.COM .i IN5ET MOUNT X�,•�• �. .�� IA PRODUCT: -� � (X2) X1 SDS ENIE@EM 9.9A _TOP ANNDD BOTTOM TRACKS 5UPERNOVA IA EXTRUDED ALUMINUM . ACCORDION5MALL ER L II IMPACTED RATED 1 rm L_—=J L:J`" ENGINEERING: INC. cAn�iG TOP & BDTTOM TRACKS 5595 ORANGE DR.201 DAVIE, PL. 33314 Tel.:(954)585-0304 1 1B p»ou....... P A, B,RC ORPD 4 I No.52609 SPACED AT 24'OC *E STA OF w CED) EDGE �D R r w DISTANCE a ter. �' 0 10P,•���.. . eo. co. 5EC710I 2w p »» 3 �SAMB cioSURE ss��NAL�•��;n•• BUILT-OUT MOUNT JUL 30 2015. 21 OR 11 1110X3/4' SS SMS OR Engineer Seal 1 A 3/16 POP RIVETS 5ECTION J3 Pedro De Rguaredo-PE 52609 m SPACED AT 24'13C w CORNER CLOSURE MIAMI DADS APPROVAL: of > PRODUCPREVISED v complying ail6 the Florid. sawing Cade A0.11 CNo/5'05/3.0? , Ion Data rro itiloti at Contra N DATE:04/07/2015 5CALE:NA 7 OR 7A DESIGN BY:PPMF 1 1 119) PUSH BUTTI3M LOCK 1B IB LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE SPIFFY DRAWING N: 7 OF 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC HD LOCK 5ECTION5 L 1341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)G73-0588 NOTE:SHUTTER CAN DE LOCKED FROM W W W.JU5T5HUTTERR.COM�nr INSIDE OR OUT5IDE BY PLACING LOCK INSIDE OR OUT5IDE A5 REQUIRED. o, 5 LOCK BLADE 5ECTION N�-•W "� CL05F P051TIO14 PRODUCT: .Qiavzi '^� aw 5UPERNOVA y W EXTRUDED ALUMINUM L -A ACCORDION R SMALL IMPACTED RATED ENGINEERING: cu ENGCO INC. cA..., I 5595 ORANGE DR.201 )B TB DAVIE, FL. 33314 Tel.:(954)585.0304 BA "" ENGCO@AOLCOM 65 rrnoe•••••.. 6 DE F/��.• COMMERCIAL MORTISE LOCK W/ NO 52609 = EXTERIOR KEY OR THUMB TURN AND INSIDE .THUMB TURN ANCHORS TYPE, k INSTALLED ON SHAPES A, B, C OR SPACED AT 24'13C ' STA OF ALTERNATE 5EGTION LI L�O� o , �.• LOCK BLADE WITH •. 'a„�,O�1�,..+' \?�J LOCK BLADE SECTION STARTER BLADE SECTION I A EKEEfA2Hl •••'ss�ONAL ���'� OPEN P051TION •nurnrrrrA 111L 8 0 2015 2,� 2 L -, Engineer Seal S.t Pedro De P:gummao-FE 52609 MIAMI DADE APPROVAL: PRODUCEREVISIED N w complyinawlln the Honda Bonding Code Ae«ptmc No Sr—o .0-T LAkFYpi lon Doto 0 19 mBA D GA-/ B hemi uct wuo B IJIB DATE:04/07!2015 COMMERCIAL MORTISE LOCK W/ 5CALE:NA EXTERIOR KEY OR THUMB TURN DL'51GN BY-FPMF AND INSIDE THUMB TURN COMMERCIAL MORTISE LOCK W/ T INSTALLED ON SHAPE H )g EXTERIOR KEY OR THUMB TURN TB AND INSIDE THUMB TURN 51-lEET DRAWING H: INSTALLED ON SHAPE 8 8 OF 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL JUST SHUTTER IT iNc UNIMAR—EQ,CK 5ECTIONS M��—'r 3r " LOCKING PINS APPLICABLE 13415W S,MACEDOBLVD gNLY AT OPEN POSITION TO SECURE STACK PORT ST.LUCIr FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673.0588 •-xv 7A WWW.JU5T5hLrrr IT.COM N NOTE:SHUTTER CAN BE LOCKED FROM IN51DE OR OUTSIDE BY PLACING LOCK ti SEGTIONAtvI� PRODUCT: IN51DE OR OUTSIDE A5 REQUIRED, a LOCK BlgDE5ECi1-N ¢a= z iosEPoSmoN 7A SUPERNOVA a 0 4 EXTRUDED ALUMINUM Ulu,w ACCORDION 511UTTER ti w LARGE 4 SMALL IMPACTED RATED ENGINEERING: 7 OR 7A' 7 OR 7A ENGCO INC. CAb116 cn o 7 OR 7A 5595 ORANGE DR.201 DAVIE, FL. 33314 _ . 1 J .. .._ .. .._ ... .. .. ._ .. ...7LPft TENGCOQAOL.COM 1/4-20%3/4'THUMB SCREWLOCATEp ON ACCORDIONINTERIOR DR EXTERIOR SIDE DEp1/4%i PIN .. ,' 7DRILL AND TAP.DPPOSITE INSIDE SIDE dog �. BLADE TO RECEIVE SCREW o0 6� 3� �J< 'v\tEN'q F���:` <19) PUSH BUTTON LOCK LOCATED DN ACCORDION, NO.52609 N G e INTERIOR OR EXTERIOR SIDE ALTERNATE SECTION M I .o LOCK gTA F W SEC-nON M^ BLADE WITH STARTER BLADE SECTION 4p�i0 A( LOCK8LAD25ECIION : w,00.1.,,,..f"\a. S � o ANCHORS C OR ORP AD JUl 8 0 2015 7 OR 7A SPACED AT 24'OC Engineer Seal Pedro De Fique,redo-PE 52609 7 OR 7A lA �� MIAMI DADE APPROVAL: a PRODUCTREVISOD r eoalplyhV u ilh the Florida Buildinscede ., uW0 7 OR 7A A=ptmAwN.P5-0513.03 v ,CQF.�i/^1/I onDmeo /1��_,/1•/22p�9 1 " Dada d Lon ro IB PUSH BUTTOM LOCK 7 DR 7A LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA DE51GN BY:PPMF 1 1 1B )� 1B SHEET DRAWING#: 9 OF 13 15-146 MANUFACTURER. TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC STD LOCK 5ECTION5 N 1.341 5W 5.MACEDO BLVD PORT 5T.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 N BE LOCKED FROM WWW.JU5T9H UTTERIT,COM NOTE:SHUTTER CA INSIDE OR OUTSIDE BY PLACING LOCK 5ECTION N INSIDE OR OUTSIDE A5 REQUIRED. ICU LOCK BLADE 5ECTION y o w LLOSE P05RION PRODUCT: -JIM SUPERNOVA EXTRUDED ALUMINUM �^y ACCORDION SHUTTER LARGE 4 5MALL IMPACTED RATED ENGINEERING: M ENGCO INC. cAnllc 1 1 5595 ORANGE DR.201 LB LB DAVIE. PL. 33314 22A Tel.:(954)585.0304 .... . .. _. .. .. ... .. .-. ENGCO@AOL.COM 22 6 ,'rrrprnrn•.iry.• 22B 01 D F/G.,'•. ?,,, : � No 2609NOs ANCHORS TYPE *L A, B, C OR 0 SPACED AT 24.00 ALTERNATE SECTION N 1 F OR 5ECTION N LOCK BLADE wlm ........ "(�a�o• LOCK BLADE SECTION 5TARTER BLADE 5ECTION 1A •�••�NAL�rri���� OPEN POSITION ENL>EDICH JUL 3 0 2015 Eng+neer Seal B Pedro De Pupe,redo-PE 52609 MIAMI DADS APPROVAL: PRODucr LiDV19ED L3 D��wiQ10�eFbrfda N 5 � Accgm KeNo)5_05 3.c3 Expiry iantYrte oB'�p�9 e v 22A 22 l D uc ConUo� 22AJ 1B� 22B DATE:04/07!2015 22 SCALE:NA DESIGN BY:PPMP I t 1B IB SHEET DRAWING N: I O OF 13 15-14G MANUFACTURER: TYPICALxBlADE ASSEMBLY JUST SHUTTER IT INC BILL OF MATERIALS 13 134 1 5W 5.MACEDO BLVD ITEM DESCRIPTION MATERIAL t,MANUP CTURER PORT ST.LUCIE 12 13A I BLADE C0634G ALUMINUM UMN.A.5.A. FLORIDA 34983 16 0,19 IA STARTER BLADE 6063-76 ALUMINUM N.A.5.A. Tel.:(772)201-9919 OPT]I I B COMP051TE BLADE 6063-T6/LtXM N.A.5.A. Fax:(772)673-0588 20 14 0 2C CEIOUNG TRACK ATING K BLADE 6063-TG ALUMINUM N.A,5.0. WIMV.JU5T5HUTTERI7.COM 16 N 3 1'/I/2'WALL MOUNT TRACK 6063-TG ALUMINUM N.A.S.A. 14 1 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. IB 4 TRACK 6063-T6 ALUMINUM N. S.A. R 5 ECE EDT 6063.76 ALUMINUM N. S.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A. GA ADJUSTABLE MALE TRACK 6063-T6 ALUMINUM N.A.S.A. SUPERNOVA HEADER 7 UNIMATE LOCK BLADE W/O LP 6063 TG ALUMINUM N.A.S.A EXTRUDED ALUMINUM 0 14 7A UNIMATE LOCK BLADE W LP 6063.76 ALUMINUM N.A.S.A ACCORDION SHUTTER 8 HO FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A., LARGE 4 SMALL 6A HO MALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATED iv 13-d 10X3'HH 85 HD ADAPTOR FlUER 6063-T6 ALUMINUM N.A.5.A. BLADE SCREW 9 1'JAMB CLOSURE 6063 TG ALUMINUM N.A.S.A. If 410 5TAJNLE55 STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.A.5.A- -To—O 1/4-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. I I 1/8.21(ANGLE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING: 0.19 12 WHEEL CARRIER PIATEDSTEEUNYLON N.A.5.A. ENGCO INC. Gel l6 SILL N 13 #1 OX3"HH BLADE SCREW 410 5TAINLE55 STEEL N.A.5.A 5595 ORANGE DR 201 13A N 10X2'HH BLADE SCREW 41 O STAINLESS STEEL. N.A.5.A. o 14 0.44'DIAM.FLAT WASHER 5TAINLE555TEEL N.A.5.A. DAVIE, ) 5-03 4 of 15 0.46'0 x 0.93'BU5HING NYLON N.AS.A Tel.:(954)585-0304 16 0.40 0 x OAT WHEEL BUSHING NYLON N.A.5.A. ENGCO@AOL.COM 1 19 PUSH-BUTTOM LOCK 14 1B 14 20 1/2'x 318'WHEEL SPACER NYLON N.A.S.A '•�p�'r"'••••••• 16 yr: 21 1/IB-IN2 1X2.5 IX4 I.5X3AXGlE5 6063 TS ALUMINUM N.A.S.A. [c E I5 L)PLIE@UL 0.14 22• 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. �•• ,4,( F/���''� 13 13A 22A, STD MALE LOCK BLADE GOG3-T6 ALUMINUM N.A5.A ��!` +'�\v,ENB�' 13A-d 10X2'HH ��L 2ZB STD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A. Q r' 4105 AIINL�E55STEEL * No.12609 0.500 .4 m STATE OFty 0.4 m 0.390 1�it•'+,k(ORipP,+���•,�. o.zo 0.39m a 44 0.03 S/ T� WJ ' o �•''••r...r......m' L � 4 dT�- d JUL 8 0 2015 0 n 0.310 � o I 14-0.03'X 0.44'0 Engmeer 5e 1 o Q v 2 o o STAINLE55 STEEL Pedro De Figmredo-PE 52609 c1 0T o FIAT WASHER ANCHOR 5CHEDULE 16-.46'0 X.65' 15-.46'0 X.93' TYPE DESCRIPTION EMB E.D. MIAMI DADE APPROVAL: 0.50 NYLON WHEEL BUSHING NYLON BUSHING 20-I/2'0 X 0.36' i)'411TW:Tf1P.(:ANi1NTOi3 }[CpNCRET� »; it .� 1'RODUCf RLLVB6D I/4'ELCO ULTRAGON INTO 2700 P51 CONCRETE 75——2. - wcomp}ying with tho Florida NYLON WHEEL - RWidhg Code SPACER f APEON4llTQICONCRETE�B st`25—� Building M-61 14'ELCO ULTRACON 1C0 CONCRETE BLOCK 1.25 2.5 A ioDD1leB 14-20X I ALL POIM-5SOLID-5ET INTO 3.0 K51 CO CRETE 0.875 3.0 B1 14-20X I ALL POINTS 50LID-SET INTO CONCRETE BLO 0,875 3 0 DC I 'W LAG 5CREW I O G=55 WOOD 1.5 1. Not D 12-WHEEL CARRIER D I/4'-14 5EIP DRILLING 5CREW5 INTO 1/8'5TEEL OR ALUMINUMI -- 0.75 STAMPED 55 WITH E 1/4'CRETE-FLEX 554 INTO, PSI CONCRETE 1.75 3.0 p NYLON WHEELS E 1 114'GRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015 �� NA Uores: Eo:cote DISTNAa5 dual.Be BMW LL D ESSING+G SCALE:B ' e�4n:eMeeDMeLrr SnAu Be BcrouD wau oRrssLNG DESIGN BY:PPMF W +14'TAFCON.I14'CKM-rU!A 014 WOOD SCREWS Cul BE USED n1 R"IACE OF 1/4'LAG 5CRLN9 C3 I— 1.24•-1 5HEET DRAMNGM: 1 MANUFACTURER: L�Bt ADI= sSEr�Bi'1'' JUST SHUTTER IT INc BILL OF MATERIALS 13 1341 SW 5.MACEDO BLVD ITEM DESCRIPTION MATERIAE. MANUP CTURER PORT ST.LUCIE 12 13A I BLADE G063• ALUMINUM N.A. .a FLORIDA 34983 16 0,19 IA STARTER BLADE 6063-T6 ALUMINUM N.A.5.A. Tel,:(772)201-9919 Ipll@ra ID COMPOSITE BLADE 6063-T6/LBIAN N.A.S.A. Fax:(772)673-0588 IC FLOATING STACK BLADE 6004G ALUMINUM N.A.5.A. WWW.JUSTSHUTTERIT.COM 20 14 a 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A. 16 3 1'/1/2'WALL MOUNT TRICK 6063-T6 ALUMINUM N.A.5.A. m 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N,A.5.A. 14 11) 4 1 "M TRACK 6063-TG ALUMINUM N.A.5.A. RXCES 5 RECESSETRACK 60 3-T6 ALUMINUM N.0.5.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A. 6A ADJl/STABI£MALE TRACK 6063-T6 ALUMINUM N.A.5.A. SUPERNOVA 7 UNIMATE LOCK BLADE W/O LP G063 TG ALUMINUM N.A.5.A. HEADER EXTRUDED ALUMINUM 7A HD FEMALE BLADE E LP 6063-T6 ALUMINUM N.A.5.A- ACCORDION SHUTTER 0.14 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.0.5.0. 8A HD MAID LOCK BLADE 6063-T6 ALUMINUM N.A.S.A. LARGE 4 SMALL iv 13.#1 OX3'HH BB HD ADAPTOR FILLER 6063-T6 ALUMINUM N.A.5.A. IMPACTED RATEO BLADE SCREW 9 ['JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A. If 410 STAINLESS STEEL 9A 2'JAMB CL.O5URE 6063-16 ALUMINUM N.A.S.A. 10 1/4.2X ANGLE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING: I I 1/8-2X ANGLE G063-TG ALUMINUM N.A.5.A. 0.19 12 WHEEL CARRIER PLATED5TMU NYLON N.A.S.A. ENGCO INC. CA 0116 13 #1OXT HH BLADE SCREW 410 5TAINLE55 STEEL N.A.S.A. SILL 13A M 10X2'HH BLADE SCREW A 10 STAINLESS STER N.A.5.0. 5595 ORANGE DR 201 0 14 0.44'DIAM.FIAT WASHER STAINLESS STEL N.A.5.A. DAVIE, PL. 33314 oS _ 15 O.A6.0 z 0.93 BUSHING NYLON N.A.5.A. 'Tel.:(954) OL.COM 4 16 0.46'0 x 0.65'WHEEL BUSHING NYLON N,A.5.0. ENGCOQa AOL.COM 19 1 PUSH-BUTTOM LOCK 14 1 E 14 -+ 20 125E 3/8'WHEEL 5PACER NYLON N.A.S.A. ttt�i"�'r•"r••��•• IG r: 21 1/16'-IX2 IX25.1X4,1.5X9 ANGLES 6063-T5 ALUMINUM N.A.S.A. ��t'��� �F F��•. 15 upll 0.14 1 22• 1 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM I N.A-5.0. 13 13A 13A-N 10X2HH •,,,,.,....w, �(••• ' 22A, STD MALE LOCK BLADE 6063•T6 ALUMINUM N.0.5.0. 0 +' V GENS``-},p•� 22B STD LOCK KEEPER 6063-T6 ALUMINUM N.A.5.A. BDNo.6260E ISTAINLESS srEEL a 0.500 0.4 0 _�� STATE OF fl+'Q 4 0.4 0 0.390 9�'A<(.•''-..�<O A 1 P,+''' 0.2 0.39m � .p. a 44 a 03 ••s;S�f7NAL���NG'�• Ts o i I a JUI- 3 0 2015 0.310 o T 14-0,03'X 0.44'0 Engineer Seal O 'o o o d STAINLESS STEEL Pedro De Plguelredo-PE 52609 ci "�� I Fur WASHER Cp_R;50FI>DULF� I G-.46'0 X.65' 15-.46'0 X.93' TYPE DESCRJPTION ___ �-•s iE(uI _E,D, MIAMI DADS APPROVAL: 0.50 NYLON WHEEL BUSHING NYLON BU5HING 1 �'•�-1775` 193!0 MLODUCr RBVLSBD 20-1/2.0 X 0.36' i%494`CWaTIiP•CO,UUr 3000.P511CONCRETE NYLON WHEEL 1/4'ELCO ULTP.ACON INTO 2700 P51 CONCRETE----,- 1.75, 2,5 w complying with dw Florida SPACER *t 4 , 7ARCONIINTOLC.ONCREM 251!' °Olt ADcep mce No ..05/ .off 1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 e*DI )Dni).Tte fq B 1/4-20XI ALL POINTS SOLID-5ET INTO 3.0 I CONCRETE 0.875 3.0 B 1 4-20X1 ALL POtNiS SOLID-5ET I O CONCRETE BLOC 0.8 5 3 0 tiy C I 'WOOD LAG 5 14TO G=55 15 1. 1NILad Dad tConWl 12-WHEEL CARRIER D I/4'-14 SELF DRIWNG 5CREW5 INTO I/&STEEL OR ALUMINUM 0.75 STAMPED 55 WITH E I/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 3.0 . NYLON WHEELS El 114'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015 �6NA NOTES: ED:EDGE DISTA/NX SHALL BE BEYOND WALL DRESSING DE51G B DIG EEBdMBEDMOR SHALL BE BEYOND WALL DRESSING DESIGN BY:PPMF 1/4'TAPCON,1/4'CUMF E,a14 WOOD SCREWS CAN BE USED 111 REPLACE Of 1/4'LAG SCREWS OD O I--1.24-�-1 SHEET DRAWING N: I I OF 13 15-146 5HUTTER COMPONENT5 MANUFACTURER: 4.56 -3.92 JUST SHUTTER IT INC 4.54 4.08 3.23 0.46 4.08 g 0.61 2.65 134 1 5W 5.MACEDO BLVD 1.24 1.99 PORT 5T.WOE Lon d O,97 o FLORIDA 34983 a C) d o d o Tel.:(772)201-9919 o h 3.21 s d m Pax:(772)673-0588 o www.JUST5HUTiERiT.COM IB-COMPOSITE 2.0440 a ALUMINUM/LDWN BLADE O'.O57AGCORDIT OP1-3f31ADE ALUM POLYCARBONATE APPROVED 7A-UNIMATE W1 LP o T- o AS PER NOA 13.0717.01 7 1k11AiJATE0 LOCKING 13LADF5 0.41 XL 102W 1.060-NG BLADES PRODUCT: IA-757AR7ERTBUtDP y �"t R-A r:Z =.. 2.31 4 5UPERNOVA 461.83 0.51 51 ' 606 EXTRUDEDALUMINUM 1.77 L56 ACCORDION SHUTTER LARGE d SMALL 4➢° oTIMPACTED RATED 0.86 m T •. 8B•ADAPTOR FILLER =cc- y d a., a• -• USE WITH B AND 8A BS @° I C.0.05'FLOATING STACK ADE D 07 0.61 1 N N m N a i 1.99 co N ENGINEERING: 2-INSET TRACK W/RG OPTIONAL d o 3.00 ENGCO INC. -8116 HEADER/SILL MOUNT -9,64- 5595 ORANGE DR.201 Q08 8A 0. HD a08 0.60 DAVIE, FL. 33314 . 0,l3 21-INSET TRACK W/O RG Tel.:(954)585-0304 �\�ALTERNAT[CALK HEADER/SILL MOUNT 8•FEMALE ND - .. LOCKING BLADE ENGCOQAOLCOM (()� END RECEPTOR LOCKING BLADE •�•�i•I!•% M D RECEPTOR !0 3.83 rrplrnr..r�� TRACKS 3, 0.1 10 .�°� 5•RECESSED TRACK IdArr �• 3A AND 3A.1 .°. n SILL MOUNT ONLY �p �1L• E F)GG•.�� J a io a i .Ta a 6o z.eL �,.•' ,�� ENS ��' ° 0.10 cul �: 06 0.04 0.771- `4'�No. 2609° 2.03 a -� 2.41 0 0.?6. 1' I n 0.79 0� d + d 0.071 t N 0.06 r t Io0I d e.ze - 77 ?���``,'�l 0 R 1�P•'P��4trP�• y d o OPTIONAL °�' ^ �' a 913-HD JAMB CLOSURE o .�4P ""••^,•••,,•, G'l�d� 3A-T BUILD-OUT TRACK 6 d a I :I,fl,!�NAL/r��lr` d 0.06 HEADER/SILL MOUNT o 1.0 ___== A1 3A.1- TRACK wro 228•LOCK KEEPER INSERT 9.nI:_:1AtiLBciog-.use �` JUL `802015 .50 -�0.6l RAIN GUARD(RG) 22•FEMALE STD 22A-MALE 5TD 0.07 R6 LOCKING BLADE LOCKING BLADE voi Engineer Seal 3�1�/Y,j+8L11LT•Ot1fYRAZ OPTIONAL o Pedro D.Rgvuredo-PE 52609 IIE'ADER.%5[LL';NAUNT 3.70 � MIAMI DADE APPROVAL: 0.125 0.25 3.1-I'//J'130 TRACK WJO �J(� _I 9A-2'JAMB CLOSURE RAIN GUARD(RG) 2.43 2.07 I I- �T I~ PROi)t1CT RLiVISED 0.86 1.91 0.09 0.O6 plying Coodde iW Lha Florida 0.61 �� Aueplanee No 5.o !3.oT 1. Exp) (on DOM Z•p19 O � �.aj Z X .Z-.X h0.61 m s E E 21-I/16'THICK ANGLES N7 0 ^ d d 0 0 P GOG3-T5 ALUMINUM ALLOYeml uct Canhn0 0Ei SIDE CLOSURE USE ONLY0.83 N� ni vi2.09 e'6I . DATE:04!07/2015 0.07 .07 3 2.23 .36 N 5CALE:NA 6A-ADJUSTABLE MALE DESIGN BY:PPMP 0.95 1.13 t.29 6-ADJUSTABLE MOUNT HEADER!SILL MOUNT SIJ 3.37 HEADER/SILL MOUNT 2'0 I 4-A,Tt;ACK 5HEET DRAWING N: 51 OUNT ONLY I1-I/B'THICK ANGLES 10•IU4-TMCKAN LE5 L' OR 1.5'� 12 OF 13 15-14G 0003-TG ALUMINUM ALLOY GO'3d&ALUMINUM ALLOY . MANUFACTURER: SECTION x JUST SHUTTER IT we TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 5W 5.MACEDO BLVD BETWEEN WOOD TRUSSES PORT ST.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673.0588 WWW.J U5TSHUTTERIT.COM 0.63 0.62 1.25�+ 1.25 +1.25 5.00� - PRODUCT: (4 PER RAFTER) a 1/4'X 2 1/4 FH TAPCDNS -T ci SUPERNOVA WITH 2' MINIMUM 1/4'X5'6063-T6 ALUMINUM PLATE PENETRATION INTO WOOD EXTRUDED ALUMINUM ACCORDION SHUTTER • LARGE 4 SMALL IMPACTED RATED cu 1/4'X5' OR 1/8—XS' 6063—T6 dT ENGINEERING: 2,2A ALUMINUM PLATE SECURED TO Y _ RAFTERS AT MAXIMUM 24' OC ALTERNATET7A.GLI ENGCO INC. aellc SEE TABLE BELDW FOR SHUTTER 1/4'X27(5"6063-T6 Ani 5595 ORANGEDR.201 w taw SPAN & PRESSURE x DAVIE, FL. 33314 . W _ .. .._. Tel.:(954)585-0304 F WZ 1/4'-14X 2' SELF DRILLING SCREWS ENGCO@AOL.COM SEE SHEET 5 MOUNT TYPE D aN ANCHOR TYPED FOR ANCHOR SPACING EiuBFFi 4!No. 2609t �s tn N�I- s. ?'O STA of cs—F I/8"X5'6063-T6 ALUMINUM PLATE �' �,�O R �P•6\��0�, ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5 FOR5EMONXMTH 114'AIUMINUMPLATE FOR SECTIONXWITH 110AWMINUMPIATE -•�,,,0NA1. BLADE MAXIMUM DE5IGNED 5 MAXIMUM DESIGNED 5.00 SPAN PRESSURE PS SPAN M55URE(P5P) N I JUL $0 2015 (IN) BLADE I BLADE 113 (IN) BLADE I BLADE I B Eng neer Seal 60 ±159 ±159 GO ±99 ±99 Pedro De Pigmredo-PE 52609 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE o 84 ±1 13 ±113 84 ±71 i-7 I I/8'X27(5'GOG3-T6 ALUMINUM ANGLE al MIAMI DADE APPROVAL: 90 ±106 ±106 90 ±66 ±GG 108 ± 88 ± 88 108 ±55 ±55 PRODUCI'RBVISDD 1—i as comAying 126 ± 68 ± 68 126 ±47 ±47wilh Tho Florida 132 ± 62 ± 61 132 ±45 ±45 AaspWrcoNol 144 +48.-52 +45-47 144 341 ±41 Dnt f9 162 1+30.-40 +28,-33 162 ±30 +28,-30 By �Dado�duc Cuntro� NOTE: 1- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015 5CALE:NA DESIGN BY:PPMP 5HEET DRAWING N: 13 OF 13 15-146 Property Card Page 1 of 1 Property Identification Site Address:8908 Sandshot CT 5124 Parcel ID:3327-502-0274-000-5 Sec/Town/Range:27/36S/39E Account#:155978 Map ID:33/27N Use Type:0400 Zoning:AR-1-CO Jurisdiction:Saint Lucie County Ownership : Charles Fenley ` 163 Belmont Ave , ` West Babylon,NY 11704 " Legal Description CASTLE PINES CONDOMINIUM(OR 2053-386)UNIT 5124(OR 3311- � 2965) ;- Current Valuesr Just/Market Value: $74,800 Assessed Value: $74,800 r Exemptions: $0 "� K Taxable Value: $74,800 Total Areas Taxes for this parcel:SLC Tax Collector's Office 12 Download TRIM for this parcel:Download PDF p Finished/Under Air(SF): 1,312 Gross Area(SF): 1,761 Land Size(acres): 0.02 Land Size(SF): 1,000 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2016 Saint Lucie County Property Appraiser.All rights reserved. h4://www.pasle.org/RECard/ 3/2/2016