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HomeMy WebLinkAboutProduct Approval MIAM4DADE 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 -.rOF:ACCEPTANCEINOA);.t.- www.miamidade.eov/ecoaomv 'Just Shatter 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 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. / r r NOA No 15-0513.03 MIAMI•DAD'COUNTY t//,,., /2/ /l✓'"' �Exprration Date 08/14/Z019„ Approval Date 08/27/20151: _ 08/27�2oJS Pagclf '=`,' v 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. 33,4.1,9.1,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 14-0153. F. STATEMENTS 1. Release letter issued by the National Approved Shutter Association,dated August 01,2014,certifying this product to meet the criteria of product tested and approved, and allowing Just Shutter It,Inc.to use the test results approved under Miami Dade County Approval No. 14-0155,signed by Mr.Peter Loucks. Z 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 Figurtredo,P.E.,certifying that the drawing(No. 14-131)prepared for Just Shatter 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 Apri107,2015,signed and sealed by Pedro De Figueiredo,P.E.,on July 30,2015. ' d3Wmy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No-15-0513.031;,.- Expiration Date'087I4t2019° 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 tinder 15-0629. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval tinder 15-0629. F. STATEMENTS 1. Letter by Engco Inc.,dated May 05,2015,signed and sealed by Mr.Pedro De Figuriredo,P.E.,certj&ing that the drawing(No. 15-196)prepared for Just Shutter It,Inc. is engineering wise identical to N.A.S.A.'s generic drawing(No. 15-113)and complies with FBC,2014 Edition. 11 y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.15-0513.03 Vi?Expiration Date:08/14/2019 _Approval.Date:08/27/2,015: ,.: E-2 MANUFACTURER: Jj, �_�n O -��-- JUST SHUTTER ITINC I v 1341 5W S.MACEDO BLVD UCIE EXTRUDED ALUMINUM ACCORDION 5HUTTER FORT sr. FLORIDA 3498498 3 LARGE M1551LE IMPACT RE515TANT TeL:(7 19 Fax:(7722))6773.053-05 88 WW W,JU5T5HUTTERIT.COM GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ PRODUCT: I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER,DESIGNED,CONSTRUCTED AND SUPERNOVA ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED (LA ACCORDION SHUTTER PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 6 SMALL IMPACTED RATED 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE NIGH VELOCITY HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE. 3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY V1510LE LOCATION STATING ENGINEERING: THE FOLLOWING: ENGCO INC. MWK 5595 ORANGE DR 201 'JUST SHUTTER IT INC-PORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAV I E, FL. 33314 SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)585.0304 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' - - SHEET DESCRIPTION - - ENGCO@AOL.COM 4-LOADS:DE51GNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A DE Fl, I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED -• ��dc PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE2 TYPIC ELEVATION.ALLOWABLE BLADE PRESSURE TABLE 1. i A AND GLA55 ��•`�QS5 Z;e USED. SEPARATION TABLE 2 ��4 a 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF 6063-TG OR A5 NOTED. NO.5 609 3 TYPICAL SEG110N5 A.B I,B2,B3,B4 WITH ANCHORAGE TABLES * } 1. 6-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES STAT�Y IF t� DRAWINGS.INSTALLATION AND LOADS A5 PERTHI5 APPROVAL. O�xp QQ, Q�4,�•` a 0111 7-USE:IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD 5 TYP)CAL SECTIONS D,E C GH WITH ANCHORAGE TABLES TO VERIFY THE FOLLOWING: G TYPICAL SECTIONS F,G 4 I WITH ANCHORAGE TABLES ""•••��••''"r��� 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING 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 SECTIONS*J` at REQUIREMENTS,DESIGNED PRE55URE5 ETC. Engineer o- 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8 LOCK MALE K FEMALE SECTIONS'I! Pedro De FiguuredPE 52609 8-.33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL: FORTHI5 PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK 5ECTIONS'N' PRODUCT REVISED FOR WIND LOAD HAVE BEEN USED. as complying%vial Ilro Florid,, Building Lbdo I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. Ac m m 0.o )3,03 9 USER INSTRUCTIONS; 12 COMPONENTS py M- D I-DETERMINE PROJECT DE51GN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION W DETAILS duce control 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE I A DATE:04107/2015 SCALE:NA 3-VERIFY GLASS SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS PER SHEETS 3,4,5 4 G.5ECTION5 ARE INTERCHANGEABLE. SHEET DRAWING N: 1 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: TYPICAL 5ECTION5 A,B 1,132,133,B4 AND ANCHOR 5CHEDULE -f I/IB JUST SHUTTER IT INC 1/4-14X1' GR5 SDS OR w z 810X3/4' TEKS 5ECTION A 1/4-20X1/2' HHMS W/NUT ¢Qa AT 12' OC 1341'5W 5.MACEDO BLVD BUILT-OUT ON ANGLE SPACED AT 12'OC -10 PORT 5T.LUCIE HEADER OR SILL L6 OPTIONAL FLORIDA 34983 SECTION B4 ) 201-9919 Fax:.(77)G73-0588 6 ADJUSTABLE TRACK I ON REVERSE AN WWW.JU5T5HUTTERIT.00M m EMBED, w SILL ONLY ANCHORS DESIGNED rem ti`; N 6A AS PER SECT ION B4 PRODUCT: 10 ; Lln ON TABLE BELOW ANCHORS DESIGNED = SUPERNOVA AS PER SECTION A y a - EXTRUDED ALUMINUM L3 z I/1H ON TABLE BELOW ACCORDION5hUTTER = ti 1/4-14X3''GR5'SDS OR - 1/4-20X3/4' PHMS W/NUT _ LARGESSMALL � W SPACED AT 5'OC IMPACTED RATED w c EMBED.--I w SECTION B1 :( X 1/1 B 'A°TRACK ON ENGINEERING: REVERSE ANGLE SILL ONLY -I ENGCO INC. G61�C rim ;:+ •ru>��;.. a 1/1 B 5595 ORANGE DR.201 1 ANCHORS DESIGNED $ SECTIONEI3 DAVIE. FL. 33314 F, AS PER SECTION BI 410X3/4' TEKS ADJUSTABLE Tel.:(954)585-0304 4 - ---- "--- 11--% ^y ON••TABLE•BELOW .:-:- i- a'"•' " "" AT-12' OC -' STD ANGLE " - ENGCOQAOLCOM "- v1 a w SILL ONLY 1/4-14X1'.GRS SDS OR _ 6 i` �W ANCHORS DESIGNED ,.,p�..�'. �%.% 1/4-20X1/2' HHMS WIN ;� EMBED.--� F L wF - ON TABLEAS PER EBELOW CTION B3 ,� y��C Ngo�� = SPACED AT 12 OC c ati fNO. 2609? 6A Z �O STA F y41/11 •�:� B 10 ci EMBED.--•I .AkF,`..'.�,•,[:0R„Op•,°�\t1,P��, u a ^•-W Y. ANCHORS DESIGNED •�'ss1�NAL ���°�� w c r A� AS PER SECTION B2 •a-11,.eON TABLE BELOW 1/4-14X1' GR5 SDS OR Hm W� 1/A-20X3SPACEDMATW5NOC JUL 3 0 2015 rmo Engineer Srai MAX. BLADE SPAN IN INCHESPedro De Piguenedo-PE 52609 411 :i EMBED.---I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSn SHEET 11 FOR ANCHOR TYPE MIAMI DADE APPROVAL: I^ BA5ED ON SPACING IN INCHES ON CENTER SECTION 152 ANCHORAGE SPACING 162 1 132 108 1 84 60 PRRODUCTRBVISED 1/4-14X1' GR5 SDS OR u A TRACKON S E E1 E E1 E EI E1 E E1 1/4-20X1/2' HHMS W/NUT BaLldi gCoda iWthaFlon�a SPACED AT 12'OC STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 Aaeplaneo No I - S13.03 SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 g tion N a n A,Bl,B2 8 40 40 62 62 93 81 124 105 160 146 MAX. BLADE SPAN IN INCHES 83,84 6 40 40 62 62 93 93 124 124 160 160 �Y 4 40 40 62 62 93 93 124 124 160 160 M1mneDnd ue Contra SEE ANCHOR SCHEDULE ON SHEET Il FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5 F) BASED ON 5 P A C I N G IN INCHE5 ON CENTER DATE:04/07/2015 ANCHORAGE SPACING 162 1 132 108 84 1 60 SCALE:NA A Al H BI C D A Al II B1 Tc---FD A Al B B1 C D A Al B B1 C D A Al B B1 C D DE51GN 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 1OB 160 107 SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 79 93 70 124 34 124 90 124 89 160 47 16011261160 125 A,B1,62 8 40 26 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 l60 160 160 83.84 6 40 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING N: 4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 160 3 OF 13 15-146 MANUFACTURER. ANCHORS DESIGNED TYPICAL 5ECTION5 D.E*GH ANCHORS DESIGNED JUST SHUTTER IT vic AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH 1341 SW 5.MACEDO BLVD ON TABLE BELOW ON TABLE BELOW <ED> PORT ST.LUCIE EDGE (ED) EDGE FLORJDA 34963 -tl—'DISTANCE: w DISTANCE Tel.:(772)201-9919 EQ. r..,-1 Fax:(772)673-0588 www.jU5T5t1UTTERJT,C0m 6A W/LEG 2,2A TRIMMED #IOX3/41 EKS GA LOG PRODUCT: AT 12 oc 18419 a w 5ECTION D TRIMMED x: INSET MOUNT W/ SUPERNOVA 04 TRACK 2 OR 2A —(ED) EDGE Li HEADER OF SILL DISTANCE UTRUDED ALUMINUM ACCORDION SHUTTER. _j(L ,4 5 ION 11 w LARGE t SMALL t ANGU 7 I/IB US IMPACTED RATED 6 rim MOUNT HEADER OR T 1/4-14X 3/41 TEKS 0! SPACED AT 1210C ENGINEERING: n FNGC0 INC. X -im SECTION Gti� ANCHORS DESIGNED m ADJUSTABLE MOUNT 5595 ORANGE DR.201 SECTION AS PER S ON HFADFA I SILL FL. 33314 ON TABLE BELOW lei,(954)585-0304 ENGCO@AOLOOM 3,JA EDGE ,NCE L E& AS BELOW EDI DOE AE EDGE LA Z NCHEIRS III A, "", ", 1/4-14XI' GRS SDS OR 1/4-20XI/21 HHMS it/NUT ss, E Flo X SPACED AT 1210C E w (1)w ir A. No. 2609 ST MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE A 8 0 2015 MAXIMUM ANCHORAGE PRE55URE (PSP) 5 A 5 F D ON SPACING IN INCHE5 ON GENTER. Friemeer Seal ANCHORAGE SPACING 162 1 132 1 108 1 84 60 1 16211321108 84 60 Pedro De,F.Juctred.-FE 52GM LC ON ITYPE MAXIMUM I M U WMA ANCHORAGE C ti 0>1 I 3L A B D A B D A B C D 1 A B C D A IB IC ID I —s E !E- 19. 1 54 a. 1p. 1�52 43 5E 25 131 60 172 36 43 16 ed 27 j3 1-6 53 74 MIAMI DADE APPROVAL: 4 L 31 4, 12 30 36 -29 I� 3 3� 357 1 g4�4 6 45 54 1? 4 4 97 49 43671 451 55 71 99 5 S � 58 9 1 61 --§-- IVISP I BECTIONJ40 26 6 39 67 80 0 149 86 103 1�� 1 14 71 86 401 621 83 106 149 D a 40 61 8 82 16 j6 32 PRODUC717IRL 4 160 160 95 6 401 621 93 124 160 1 0 160 16 E 'si 14 1 40 1 40 160 1 16 4 401 62 I qq 124 160 0 y 05 22 2 32 20 1 1 35 141 26 2A1 49 198 Iq A 34 - 11 22— 3 4 9 22 1 26 1-- 27 32 20 1-- 34_ 39 24 1 131 30 1 60 171 44 4 2 9 7 1�3 43 573 26 A3 44 2 4'j �/ 13Z5 133 25130 1 33 SECTION E -9— 1 36 3 68 1 a 30 82 Dy 34 1 39 1 0 40 -6— 4-1 50 59 36 135 65 176 109 4 q0 40 36 35 62 b2 45 42 /6 89 55 152 1 97 1141/U 167 1 1361160198 193 1 4 40 52 64 82 Its 1 2 29 3 - 22 27 !FO 24 JD " DATE:04/07/2015 — —, 25 92 3 3 23 1 39 146 129 27 55 64 41 37 9 24 30 37 47 66 SECTION GH -6— 1 9 34 40 125 23 44 151 133 30 1 42 8 271 341 41 53 74 SCALE:MA _�46 DESIGN DY:PPMF b ;ju igb p 21 37 44 '28 e5 45 53 134 31 59 169 143 40 8e2 34 I '_!W_ 6 371 45 1 55,� 71 94 4 40 40 31 56 162 —a 68 80 1-1 47 88 1103165 60 123114419§ 84 4 38 47 57 74 103 5HEfT DRAWING#! 5 Of 13 IS-14G MANUPACTURER: TYPICAL SECTION5 G, F AND I JUST SHUTTER IT INc AND ANCHOR 5CHEDULE x 1341 SW S.MACEDO BLVD I/1 B PORT ST.LUCIE _ FLORIDA 34983 as 1/1 B a Q¢ 5ECTION I Tel.:(772)201-9919 vi wa a RECESSED MOUNT w Fax:(772)673-0588 F w� SILL ONLY WWWJU5T5t UTTEFJT.COM #IOX3/4' TEKS y w w AT 12' oc XD w c•xm1FflI _ ..~ PRODUCT: 1 SECTION G ':r ANCHORS TYPE ADJUSTABLE MOUNT A, B, C OR D SUPERNOVA rxn •�, SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'OC INTO CONCRETE 4°(3000 PSI CONCRETE) APPLICABLE FOR ALL LOAD FJRRUDED ALUMINUM A 1 INTO WOOD-21/2•(WDOD SG:0.55) (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION SHUTTER .INTO METAL:2'(c0r3Tcwau.oRA5IMAwfM3) CLEARANCE "LARGE 4SMALL �- 1 4 IMPACTED RATED ITM tE➢> EDGE 'u-: .::.F' - :t;• DISTANCE STANDARD LOCATION - 2j ALTERNATE LOCATION ANCHORS SPACED ANCHORS SPACED ENGINEERING: AS PER SECTION G w AS PER SECTION G1 ENGCO INC. c.,.,,,ON TABLE BELOW ,r tENE w ON TABLE BELOW DISTNSE —} 1/1B - - DAVIE,5595 ���2 41 .� z - SECTION F=-_...- I_ .ALTERNATE (ED) --. ._...= y.._ _ ._ ....._ .... �.y •- -.... Te ENGCOQAOL.C.OM4 _. ..... � a � � •'TRACK:IN$CI MOUNT �+: EDGE DISTANCE M w SILL ONLY w ���pu�•..••� a = _j o`'�,• DE J F� . ANCHORS DESIGNED •` + BFB. AS PER SECTION F •4Q �pE axi -{v I ON TABLE BELOW No 2609 4 ) STA OFA Cs,.• flo- cEn> EDGE JUL g 0 2015 DISTANCE w MAX. BLADE SPAN IN INCHES E SEE ANCHOR SCHEDULE ON Pedro De fi meet Seal uececlo-PE 52609 SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (PSF) 5A5ED ON 5 P A C I N G IN INCHE5 ON CENTER ANCHORAGE SPACING 162 132 ` 108=-- 84 60 162 132 108 84 60 MIAMI DADS APPROVAL A B C D A B C D A II C D A 11 C 1) A B C D s E E E E 6 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- V123 46 PAODUC1REVisC;p 12 22 23 27 28 33 20 20 36 43 25 25 51 60 35 35 12 23 44 62 rswmplying with the Floddn SECTIONG 6 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 66 92 Bolding Code 6 38 40 26 26 46 54 32 32 56 67 39 39 73 51 50 102 120 71 70 6 40 88 123 AeoeplaneeNo(� o513•c3 4 40 40 39 39 62 62 9 48 85 93 59 59 109 124 76 75 153 160 06 105 4 40 93 130 fi�inl)en[k10 0 ojg 1 28 34 15 21 35 42 -- 25 42 51 23 31 55 66 29 40 6 93 41 55 16 35 43 53 68 95 flims pad duo Control 690IONS 12 38 40 20 27 46 56 25 34 X57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127 8 40 40 30 40 62 62 37 50 BS 93 45 62 109 124 58 79 1531160 81 111 8 40 62 93 124 160 6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 62 93 124 160 DATE:04/07/2015 4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 1 401 62 1 93 1124 1160 1 SCALE:NA DESIGN BY:PPMF SHEET DRAWING H: 6 OF 13 15-146 MANUPACTUREIL' - TYPICAL HORIZONTAL JUST SHUTTER IT INC S AiVt7xC�3RNElZ 5-j - OPTIONAL 13415W 5.MACEOOBLVD SEALANT PORT 5T.LUCIE MIN, (3) ANCHORS FLORIDA 34983 ANCHORAGE CE HALL SECTION TYPE A, B, C OR D Tel.:(772)201-9919 IS NOT NECESSARY -JAM8C�05UR1` _=- 4' FROMS ENDS SECTION J( Pax:{772)&73-0568 t WALL MOUNT AND ONE AT M DOLE JAMB:CL05URE WWW.JU5TSHUTTFRIT.COM (X2) #IOXI SDS 1A B 9,9A TOP AND BOTTOM DtPEW1INI� PRODUCT: TRACKS IA SUPERNOVA if w EXTRUDED ALUMINUM ACCORDION SHUTTER it > hl ..� LARGE 4 5MALL �I IMPACTED RATIO I a L -� a TOP & BOTTOM TRACKS ENGINURINGFNGCQ INC. CA t}t 18 5595 ORANGE DR.201 DAVIE, PL. 33314 .._ _. .. ... ..�. I ._-. ... __. -. .__ _. .. .._. __ .. .. ._.. ._ ..• .... ... TeENGCO@AOL.COM .. .. 1B ' `ttttgrrrrupru, . E R/� ,, ANCHORS TYPE .`•,' �` EN3F '�'P�_ — SPACEDCATTR24'OC 4 N0 52609 tt©L (ED) EDGE w DISTANCE r STA OF Ea Ea 5ECTIONJ2,_ ��� -_ TAME cCdsu y`_ ~+"'cs;tIONAL BUILT=a -MOUNT" �uu urertlrd 21 1 it JUL 3 0 2015 410X3/4' SS SMS OR IA 3/16' PDP RIVETS P'9" ad'. Pcdro De Ptgveuado-PE 52609 w SPACED AT 24'OC SECTION J3 CORNER CLOSURE MIAMI DAVE APPROVAL: PRODUCTREVISCO 0 cmirlyinD t%ilh Lha Florida BWldingLkMa AtxwpkncoNofS-o513•a? , [on Date v/Lf Mg ctcomm DATE:04/07/2015 SCALE:NA 1 I 7OR 74 OF51GN BY:PPMF 4 1B IB (19) PUSH BOTTOM LOCK LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE SHEET DRAWING N: 7 Of 13 15-146 MANUFACTURER: TYPICAL HORIZONTAL 5ECTIONS ND LOCK 5ECTICN5 L JUST SHUTTER IT INC 1341 5W S.MACE60 BLVD PORT ST.LUCIE FLORIDA 34953 Tel.;(772)201-9919 Fax.(772)G73-0558 INOTE:5WTTER CAN BE LOCKED FROM ou WWW.JU5T5t1UTTERrr,OOM 1`151DE OR OUF51DE BY PLACING LOCK 6- INSIDE OR OUT51DE AS REQUIRED, 5ECTION L LOCK BLADE SECTION CL05C POSITION PRODUCT, (L ui 5UPf KNOVA yW EXTRUDED ALUMINUM L JACCORDION 5hUTTER. LWA 4 WAU. IMPACTED RATED ft" ENGINEERING: NENGCO INC. IB 55595 ORANGE DR.201 IB \-BA DAVIE, FL. 33314 Tel.;(954)585-0304 < FNGCO@AOL:COM -68 DEZ COMMERCIAL MORTISE LOCK W/ EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN ANCHORS TYPE No 52609 1 INSTALLED ON SHAPE 8 A, B, COR SPACED AT 24'0C ALTERNATE SECTION L s 0 5f LOCK BLADE WITH)ON L STARTER BLADE SECTION LOCK B IA LADE SECTIO OPEN Fo5rnON AIL 807.015 Pedro De Neveweda-PE 52609 tin IN I A WA I MIAMI DADE APPROVAL: IPRODUCTREVIS1113 cu gr tiling lite Florida L Code A410 7wucN -T yye )4 a I BA I BA-/ D P, -4"- L L A DATE:04107/2015 COMMERCIAL MORTISE LOCK W/ SCALE:NA EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMF a 61 AND INSIDE THUMB TURN COMMERCIAL MORTISE LOCK jW/ 1 INSTALLED ON SHAPE 8 EXTERIOR KEY OR THUMB TURN iB AND INSIDE THUMB TURN 5HEff DRAWING 0: INSTALLED ON SHAPE 8 8 of 13 15-14G J MANUFACTURER TYPICAL HORIZONTAL,_= JUST SHUTTER IT INC UNIMATE=LOCK.SECTiA_ ON5`Me s°' = _ LOCKING PINS APPLICABLE ONLY AT OPEN POSITION 1341 5W 5,MACEDO BLVD TO SECURE STACK PORT ST.WCIC FLORIDA 34983 Tel.:(772)201-9919 Fax:(772)673-0588 iv IA WWW.JU5T5HUTTER T.COM N NOTE:5HLITTER CAN BE LOCKED FROM INSIDE OR OUT5IDE BY PLACING LOCK z m SECTION.M,�. — PRODUCT: INSIDE OR OUT51DE A5 REQUIRED. C --LOCK8IADE SECTION ¢a= cEeosmON' 7A SUPERNOVA a ra 4 WRUDED ALUMINUM w W ACCORDION SHUTTER y W LARGE 8 5MALL IMPAMD RATED ENGINEERING: 7 OR 7A' 7 OR 7A ENGCO INC. c 16 t 7 OR 7A D595 ORFNGEM 201 333 14 Tel.:(954)585-0304 ;77 ENGCOQAOL.COM 1/4-20X3/4'THACC SCREVLOCATED DN ACCORDIONINTERIOR DR EXTERIOR SIDE 1/4X1 1/2 PULL PINDRILL AND TAP.OPPOSITEINSIDE OR OUTSIDE dt �, DE F.BLADE TO RECEIVE SCREV .�$ CEN9F (19) PUSH HUTTOM LOCK' ��IX i LOCATED ON ACCORDION. NO.52609 INTERIOR OR EXTERIOR SIDE f! ALTERNATE 5ECTION M I SF tv•' FEC -M LocKDUDewlrn TA d STARTER BLADE 5ECTION I .. OCK 0111DC SCCiION 'y F `'•............ oPeN'rbsmoN" �ONAL �� ANCBORC P OR AD JUL 8 0 2015 7 OR 7A SPACED AT 24-EIC Engineer Seal Pedro De FuJoeiredo-PE 52609 7 OR 7A IA � MIAMI DADE APPROVAL.,nt PRODUCP BEVIHBD a eamplyMg with the Florida BmMlnBCude 513 03 Acceptance No vm 7 OR 7A � on Date o r o/9 By 1B PUSH Du am LOCK 7 OR 7ALL Dade Con ro LOCATED ON ACCORDION INTERIOR OR EXTERIOR SIDE DATE:04/07/2015 SCALE:NA 1 DE51GN BY:PPMP 1B Oil 5HEET DRAWING#: 9 OF 13 15-14G MANUFACTURER: TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT 1Nc STD LOCK 5ECTION5 N 1341 5W 5.MACEDO BLVD PORT 57.LUCIE FLORIDA 34983 Tel.:(772)201-9919 Fax.(772)G73-0588 WWW.JU5TSH UT TERIT.COM NOTE:SHUTTER CAN BE LOCKED FROM INSIDE OR OUTSIDE BY PLACING LOCK 5ECTION N INSIDE OR OUTSIDE A5 REQUIRED. z a LOCK BLADE SECTION rn o w CLOSE POSITION PRODUCT: Ed SUPERNOVA CL EXTRUDED ALUMINUM N H ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED ENGINEERING: L� ENGCO INC. CADI16 5595 ORANGE DR.201 1B DAVIE, PL. 33314 1B 22A _ Tel.:(954)585.0304 .... -. _ .. ... -. .. .-. ENGCO@AOL.COM FO . 22 ' ..ppu.n...".�. 22B F ��•'����,���C EHSFk�,p•%t 4jN0. 2609 `to E ANCHORS TYPE A, B, C OR D .SPACED AT 24'13C 's�°p tV�•` ALTERNATE SECTION N I 'L'o�t•° O R ,P•' ��P� 5ECTION N LOCK BLADE WITH sS�% ����•� LOCK BLADE SECTION STARTER BLADE SECTION 1A OPEN POSITION JUL S 0 2015 2 15 Engineer Seal 3 Pedro De Pigueuedo-PE 52GCO MIAMI DADE APPROVAL: G MowcTgBVISBD a SuildiffsC�iM WM rile Florida Aagdal.e No 5.05 Bpi ioni>ara �9 22A 22 D ue Contra 1 1 BJ 22B 22A—/ DATE:04/07/2015 22 SCALE:NA DE51GN BY:PPMP 1 1 1B 1B SHEET DRAWING N: 10 OF 13 15-146 AL BEADS ASS�MB MMUPA=RfF_- BILL Of MATERIALS JUST SHUTTER IT iNc 13 ITEM DE5CRJPTION MATERIAL MANUPACTURfR 1341 SW S.MACZ00 BLVD le 13A I BLADE 6063-TC ALUMINUM MA.5.k PORT5T.LUCIE 16 Al N.A.5.A. �M .19 to STARTER BLADE ALUMINUM FLORIDA 34983 lint 113 COMPOSITE BLADE §2G­3_­T- I. Tel.:(772)201-9919 QQ.T;7 N.A.S.A. 20 IC FLOATING STACK BLADE 6063 TG ALUMINUM N.&S.A. Fax:(772)673-0588 16 6 CEILING TRACK 6063 TG ALUMINUM N.A.5.A- WWW.JU5T5tiUTrERrr.COM 14 1'/11.1 WALL MOUNT TRAM 6063-TG ALUMINUM N.A.SA 01 3A OWAI.LMOUNT TiU�CK � 6063.76 ALUMINUM N.A.5.A. 4 *X TRACK 6063-T6 ALUMINUM N.A.SA 5 RECE55ED TRACK 6063-T6 ALUMINUM N.A.S.A. PRODUCT: 6 ADJUSTABLE FEMALE TRACK, 6063-TG ALUMINUM N.AS.N.A.S.A. GA ADJUSTABLE MALE TRACK G A,5-A. HF-ADER 7 UNIMATE LOCK BLADE WO LP GOG3-Tr.ALUMINUM N.A.'S'A.* SUPERNOVA 0.14 7A UNfMATE LOCK BLADE W LP 6063-T6 ALUMINUM A-$A_ EXTRUDEO ALUMINUM a 110 FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. ACCORDION SHUTTER 13-#1 OX3'till _—FA— HO MALE LOCK 6063-T6 ALUMINUM A.S.A.A.'A LARGE 4 SMALL BLADE SCREW 85 HD ADAPTOR rILLEP 6063-T6 ALUMINUM N.A.S.A. IMPACTED RATED 4 10 STAINLESS STEM 9 t',)AM5 CLOSURE 6065-T6 ALUMINUM 'I.A. 9A 2'JAMB CL05URE 6063-T6 ALUMINUM WkS.A. 10 71 4-2X AtdGlP — 6063 TG ALUMINUM N.A,5.A. I I 1/8-2X ANGLE! 6063-T6 ALUMINUM N.A,S.A. ENGINEERING: 0.19 12 WHEEL CARRIER PLATED 5T=NYLON WkS.Aw FRED 0 Is #10X3'HM BLADE SCREW 4 10 STAINLESS STEEL N.A-5.A. ENGCO INC. CA8114 0 0 _13—A #I OX2'HH BLADE SCREW 410 5TAINLE55 STEEL _VA_.5.A 5595 ORANGE!OR.201 —14 0.44"DIAM,FLAT WASHER STAINLESS STEEL N.A,5.A. DAVIE, FL, 33314 _15_ O.4G'0xO.93'BUSHING NYLON N.A.S.k TEL:(954)585-0304 I x 0.65 WHEEL BUSHING NYLON N.&5.A. ENGCO@AOL.COM 14 1 14 PUSH-BUTTOM LOCK 112'x 318'W"EEL 5PACER NYLON N. k I A5I . 0 E i3v 1110-1)(2,IX2.5,LX4 GOGEI-TS ALUMINUM 00 arrrarr,r.- 15 _, N.A,5.A. ip. 1-3(A 0.14 STI)FEMALE LOCK 81A��ANGLES 6063-T6 ALUMINUM is 13 ETD MALE LOCK DLAOI! rOG3-TG ALUMINUM 13A,#IOX2'Hh ENq,,,Z, X 57D LOCK KEEPER G063-T6 ALUMINUM N.A.5.k 13LADE BCRE� - - 410 STAINLESS STEEL No 52609 0.500 4 0 0440 0.390 0,390- 0,44 0.03 0 IIYTTT" C3 2 0.310 JUL 3 0 2015 'o 14-0.03'X 0.441 0 En sneer Swl d 61 6 C5 STAINLESS STEEL Pedro De FtSmredo-FE 52CO.9 IG­.4G10X.G5' IS..4G"0X.931 FIAT WASHER ANCHOR SCHEDULE (150 NYLON WHEEL BUSHING NYLON BUSHING -TYPE DESCRIPTION EMB F.D. MIAMI DAVE APPROVAL: 0 1 + iit 20-1/2'0 X 0.30 '=A_:—-l-W 4TW_TAPOON INTO 3000 P51 COMCRI!TE PRODUC17REIVISM NYLON WHEEL WINTO-2700F5L0DNCRffE---_F75——Z'.5— w COMPlYins with the Florida SPACER �-Al_,, _I/4!-(TW_TAFQON. SulldinSCbde O'UNk6INTO0ONCAMVR= 4.25__-3,0 OT -1/4'-CLEOWNTO.CONCMTEBLOCK­f _I=25"---=2:15L2 5 114-20XI ALL POINTS SOLID-5ET INTO 3.0 K51 CONORM 0.875 3.0 51 114-20X I ALL POINTS QOUD-5ET INTO CONCRETE M= — 0.875 310 12-WHEEL CARRIER c 1/4WOO P LAG_SCREWtNT0 G-.55 WOOD 1.50 1.0 STAMPED 55 WITH D 1/4'-14 SELF DRILLING SCREWS INTO 1/8'MEL OR AW�NU M -- 1 0.75 1 0 NYLON WHEELS F 1/4`CRETE-FLEX 554 INTO 3000 F51 CONCRETE 1 1.75 1 3.0 1 554 INTO CONCRETE BLOCK(2000 r5l) 1 1.25 1 3.0 DATE:04107/2015 NCTI!5: ED:t=015MAa 5KqL BE BEYOND WALL PROSMG SCALE:NA DA511ABEOMM$HALL DC BEY01M WALL DRC55111G DESIGN BY:PPMF 1/4*TAFCON.IM SCR=-rUX 014 WOOD SCWAG CAN BE USED 01 RMACE OF 1/4'LAG 5MrW5 5HEET DRAWING I I OF 13 I5-146 MANUFACTURER: SHUTTER COMPONENTS 92 JUST SHUTTER IT INC 4,56 44.54 4.Ofl a 23 0.16 134 I SW 5.MACEDO BWD 4.OB g 1.2a 1.99 0.61��2.BS PORT ST.LUCIE o d o.97 o FLORIDA 34983 Op m o d c Tel.:(772)201-9919 N d G 0 3.21 d Fax:(772)673-0588 � NNJW,JU5T5HUTTERIT.COM (� �'' 15.COMPOSITE O �3 -- ALUMINUM/LEWW BLADE I-0.05"•ACCORDION BLADE J- 0 7A-UNIMATE W/LP o AS PER POLYCARBONATE APPROVED _ LOCKING BLADES 0.41 1 45 T o AS PER NOA 13-0717.01 UNIMATE_W/0-LP )(LIO2W OCKING BIf+DE5. PRODUCT: I A STARTEK'BW71`;_ 2.31 SUPERNOVA 0.5l a n .o n EXTRUDED ALUMINUM 4.61 h n 1.83� 1.77 51 1.56 -7 d 0 o ACCORDION SHUTTER �q.Og Th o II LARGE 4 SMALL @O' oF IMPACTED RATED 0.86 -r yLEP 6 I -� cmu P o o P 80-ADAPTOR C5 --•1 ---�---- N N N N N WITH WH 8 AND 8A D 8A ENGINEERING: RO I C.0.05'FLOATING STACK BLADE 0 07 0,61 1 o y 1I.,_f,99 " o 2-INSET TRACK W1 RG LOPTIONAL o 3.00 ENGCO INC. GBI16 HEADER/SILL MOUNT 0.64 5595 ORANGE OR.201 0.08 8A-MALE HO 0.08 0.60 DAVIE, FL. 33314 0.13 2.1-INSET TRACK W/O RG Tel.:(954)585-0304 ALTERNATE CALK HEADER/SILL MOUNT 8•FEMALE HD - .. LOCKING BLADE ENGCO@AOL.COM -�� END pECEpppp LOCKING BLADE APPLICABLE 10TRACKS �- '° S-RECE55EO TRACK 4rr``dHuw••••••••• ••»���.. 3A ANO 3A.1 n .� SILL MOUNT ONLY �1•„ E F/ '•�. •'. _V 0.io q o P 6o �� EHaF•z1�p O p6 No. 2609 2.03 0.06 2.a1 - -==�-L n 0.79 =1T d i� STA aO o o.61 a T a „(frff"___eITT eB--1 T q O,�; F<O R I o RG OPTIONAL d" d r" 90-HD JAMB CLOSURE c tn •'•,`rS/ONAi. 3A-2'BUILD-OUT TRACK 0 0.06 �_ HEADER/SILL MOUNT 0 6 v d •Amnp = 3A 1-2-BO TRACK W/O 228-LOCK KEEPER INSERT 2 70 ,.o -�__l_ � JUL 802015 OR .58 0.61 �, RAIN GUARD(RG) 22-FEMALE STD 22A-MALE STD9�f°7AMB CLOSI�P.E 0.07 LOCKING BLADE LOCKING BLADE N Engmeer Seal OPTIONAL d Pedro De Frgueredo-PE 52609 3--1''#! -BUILT-OuTTRACK HEADER/SILL MOU - 3.70 MIAMI DADE APPROVAL: 0.125 0.25 9A-2'JAMB CLOSURE3.1-I'//k BO TRACK W/0 PRODUCT REVISED RAIN GUARD(RG) *07 2.07 0.09 I_ T-- L I` �s complying widr the FluriAa 0 1'91 0.06 Building Code �IL Aueplanee No 5-o 13,03 II ErWI ion DOto /9 M rP'1 ,Z-,X M k D.86 ay d 21-1/16'THIGC ANGLES BWlemi uct Conhn 6063-TS ALUMINUM A110Y0.61 Oi' N00O i510E CLOSURE USE ONLY 0.fl3 Ld�C•6t o.75 I DATE:04/07!2015 3.36 IL SCALE:NA o �. DESIGN BYe PPMP T 6A-ADJUSTABLE MALE u 13--I--I.29 G'ADJUSTABLE FEMALE HEADER(SILL MOUNT JI- 3.37 NEADER/SILL MOUNT q_.AITRACK,.`?._.;-. SFIEET .DRAWING H: SII):NOl/NT'ONLYr_'' I1-I/8"THICKPNGLES 10.1lA'•THICK� ANGL 9 11 OR 1.5'� 12 OF 13 15-146 6063-T6 ALUMINUM ALLOY 6O63_1EG-ALUM NUM)ALLOY MANUFACTURER: SECTION x JUST SHUTTER IT INc TRACK 2 OR 2A INSET MOUNT SECURED TO AN ALUMINUM PLATE 1341 ST. S,MACEDO BLVD BETWEEN WOOD TRUSSES PORT 5T. ' FLORIDA 3498498 3 Tel.:(772)201-9919 Fax:(772)673-0588 WWW.JU5T5HUTrEFJT.COM 0.63 0.62 1.25-7-1.25-}�1.25 PRODUCT.' (4 PER RAFTER) N -7� I/4'X 2 I/4 FH TAPCONS T o SUPERNOVA WITH 2' MINIMUM 1/4`X5'6063 TG ALUMINUM PLATE PENETRATION INTO WDDD EXTRUDEDALUMINUM ACCORDION SHUTTER LARGE 4 SMALL IMPACTED RATED �L 1/4'X5' OR I/B-X5' 6063-T6cT ENGINEERING: 2,2A ALUMINUM PLATE SECURED TO G6116 RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE 0ENGCO INC. L, SEE TABLE BELOW FOR SHUTTER ei w T SPAN & PRESSURE 1/4'X27(5"6063-T6 ALUMINUM ANGLE 5AVI ORANGE 3 14 x DAVIE, FL. 3-03 4 w 1/4'-14X 2' SELF DRILLING SCREWS Tel.:(954)585-0304 k -W z SEE SHEET 5 MOUNT TYPE D ENGCO@AOL.COM as ANCHOR TYPE D FOR ANCHOR SPACING ��pu++++••.•,��� •aa¢ N0. 2609 ? cu—L{�-----5.00—�I *i a STA F 4 tV t 1/87(5'GOG3-T6 ALUMINUM PLATE i� ` 0 R ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5 SSS-.. FOR SECTION XWITH 1/4'ALUMINUM RATE FOR SECTION X%WM I/&ALUMINUM PLATE "•••....+.++�"°��', BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED cu � JUL Y O ZOIS 5.00----I SPAN PRURE(P5F) SPAN PRESSURE PSF I E55 IN BLADE I BLADE 113 (IN) BLADE I BLADE 113T' Engineer 5e 1 60 ±159 ±1551 60 ±99 ±99 1 Pedro De Figueredo-PE 52609 x- 72 132 ±132 72 t82 ±52 ALTERNATE TO PLATE o 84 ±113 ±1 13 84 ±71 ±71 1/87(2'X5°6063-TG ALUMINUM ANGLE to MIAMI DADS APPROVAL: 90 ±106 ±106 90 ±66 ±66 108 ± 88 + 88 108 ±55 ±55 P80DUCFRBVISCD ng 126 ± 68 ± G8 Bm1�C126 ±47 ±47 �WI gCododwilhlhefloi(du 132 ± 62 ± 61 132 ±45 ±45 e AaeP 144 +48,-52 +45-47 144 ±41 ±41 eDnol - 513.03 19 162 1+30,40 +28,-33 162 ±30 +28.-30 py 9 Dndo ucl CunUo NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015 SCALE:NA DESIGN BY:PPMP 511FET DRAWING N: 13 OF 13 15-14G