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HomeMy WebLinkAboutProduct Approval 12/9/2015 Florida Building Code Online U6 r u & :Wies.slonal Re.gU101004 FILE Florida pDe-121-- BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts Ptlglr Ion�Flc f BCIS Site Map Links •Search Busines Pro fessi I �1 ig product Approval USER: Public User Regulation. Product Approval Menu>Product or Application Search>Application List>Application Detail • • FL# FL16893-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived CC Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden, FL 33018 (786)621-6706 paloucks@gmail.com Authorized Signature Peter Loucks paloucks@gmall.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory -Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rk' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Pedro De Figuelredo the Evaluation Report Florida License PE-52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By ]esus Gonzalez, P.E. ✓I Validation Checklist- Hardcopy Received Certificate of Independence FL16893 R2 COI 15-112 CI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:/tfloridabuilding.orgtpr/pr app dfl.aspx?pa�am=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOw%3dp/o3d 1/2 12/9/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16893.1 SUPERNOVA ACCORDION SHUTTER ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16893 R2 II 15-112 DWG.odf Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo 52609 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +160/-160 Evaluation Reports Other: PRODUCT TO BE MANUFACTURED, DESIGNED,AND FL16893 R2 AE 15-112 PER.adf INSTALLED PER DRAWING SPECIFICATIONS 15-112 Created by Independent Third Party: Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: © echeck 0 SCCUilt �11i'rILiCS' https://floridabuilding.org/pr/Pr_app d.aspx?param=wGEVXQwtDgtmmTSTNdVPsQpikGjURSLzA6YQkDyTcm7xWdzysdXbOwg/o3d`/o3d 2/2 DE F/ SUPERNOVA ACCORDION SHUTTER ,,•��� IE"aF �� EXTRUDED ALUMINUM ACCORDION 5HUTTEP, `* N 52 60 zea FLOKIDA 5TATE APPROVAL `�► OF CODE VERSION:FLORIDA BUILDING CODE 2014 APPROVED FOR U5E IN HVHZ AND OUTSIDE HVHZ •'•�siS� �, ��..`' N m . CATEGORY:SHUTTERS— 5UBCATEGORY:ACCORDION '•.,,,�,N„�,,.. ' m�'�, IMPACT RE515TANT:(LEVEL D)-LARGE 4 SMALL MISSILE o¢o APR 2 8 2015 u0og - o 000 GENERAL NOTE5: (FLORIDA BUILDING CODE 2014-HVHZ non HVHZ) TABLE OF CONTENT5: �,°, 0 u I-DEFINITION:TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND ERECTED TO SHEET DESCRIPTION 3 Z. EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LEVEL D OR LARGE MISSILE)WITHIN THE ALLOWABLE DESIGNED PRE55URE5 AND LIMITATIONS STATED IN THIS I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS z APPROVAL. Q 2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, 1 A AND GLA55 U~1 2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING SEPARATION TABLE 2 . CODE UNDER TA5 201,202 AND 203,A5TM E330,A5TM E 1886*A5TM E 1996. 3 TYPICAL SECTIONS A.B 1.132,53,134 WITTi ANCHORAGE TABLES ; 3-POSTING:A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2014 SECTION 1710.8.IT SHALL BE ONE LABEL PER j W< OPENING LOCATED ON THE BOTTOM OF THE CENTER MATE FACING THE EXTERIOR SIDE. 4 TYPICAL 5ECTION5 B 4 C WITH ANCHORAGE TABLES O N� 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BY A PROFESSIONAL 5 TYPICAL 5ECTION5 D.E 4 GH WITH ANCHORAGE TABLES z N ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT 1L1 o O EXCEED THE ALLOWABLE PRE55URE5 FOR EACH SHUTTER COMPONENT TO BE USED. G TYPICAL SECTIONS F.G F I WITH ANCHORAGE TABLES D- 0 D —OD 5-MATERIAL:ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF GOG3-TG OR AS NOTED. 7 JAMB AND CORNER SECTIONS'J° UQ g G-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. 8 LOCK MALE C FEMALE SECTION5'V J INSTALLATION AND LOADS AS PER THIS APPROVAL. 9 LOCK UNIMATE SECTIONS°M° 7-USE:IT SHALL BE THE RE5PON5161LTTY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 10 STANDARD LOCK SECTIONS'N' 7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE I I BILL OF MATERIAL5,ANCHOR SCHEDULE E BLADE ASSEMBLY. O REQUIREMENTS,DESIGNED PRESSURES ETC. 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 12 COMPONENTS 15 M 8-33 1/3%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OF THE ANCHORS FOR THIS I3 1 SECTION 7C DETAILS N PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH I.G LOAD DURATION INCREASE FOR WIND LOAD HAVE Z BEEN USED. p Q o a �a A550CIAT10N: Q 09 USERIN5TRUCTION5: N . A . S . A z _ 1-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. STANDARD COMPLIANCE: NATIONAL APPROVED C0 K A5TM E330,E199G(LEVEL D MISSILE) SHUTTERA550CIATION L.L.C. I 2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA. TA5 201,202,203(LARGE S SMALL MISSILE) DRnnu+G. e ASCE 7-10,55TD 12-99,ADM-10,NDS-12 8717 NW 1 17 ST,STE I 3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. HIALEAH GARDENS,FL 33018 �*LE: Tel.:(78G)G2 i-G70G NA 4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS Fax:(78G)G2 I-6708 DATE: PEP,5HEET5 3,4,5,G.7 G 8.5ECTION5 CAN BE INTERCHANGEABLE. WWW.NA5A5HUTTER.COM 04/28/15 DRAAvm+G s 5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN 1 5-1 12 PRESSURE FROM GENERAL NOTES 4 5MELT 01 OF 13 +o TABLE I TABLE I A INTERIOR/EXTERIOR 6.58 4= No. 260 MAXIMUM ALLOWABLE #1 BLADE MAXIMUM ALLOWABLE #16#I B BLADES SHUTTER 5PAN X PRE55URE SHUTTER 5PAN X PRE55URE 1� 100'1--� 1� ; A F # 3 BLADE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(P5F) / ALL AUJMINUM BLADES -��',F Ja�4�v`,• INCHE5 FOb I NEG, INCHES POS --NF(;-- I I GO I GO GO I GO I GO GG 158 158 GG 158 158 INTER OR/EXTERIOR • +.+. ++++ m yu m m 72 144 144 72 144 144 „' 5 iR0<o 78 133 133 78 133 133 APR 2 8 2015 84 124 124 84 124 124 INTERIOR/EXTERIOR U a 5.sa ? g°a 90 1 16 I IG 90 I I G I IG 1 1 1 COMBINATION O o 9G 108 108 1 9G 108 108v W o 104 100 100 104 100 100 rm 100' ALUMINUM�UNM� �BLA a z a z IN MANY 108 93 93 105 93 93 COMBINATIONS AS REGURtD w 0 CI w 114 83 83 114 83 83 LB 1B 120 75 75 120 75 75 INTERIOR/EXTERIOR 12G G8 G5 12G G8 G8 F 132 G2 G2 132 GI GI N 138 57 57 138 53 53 ILnLL 144 48 52 144 45 47 INTERIOR/EXTERIOR Q DG 150 41 48 150 38 42 > Be Q I G2 30 40 I G2 28 33 1B� 1B� 1B� Z3 NOTES: Z k d n° ALL L EYAN BLADES O I-ACCORDION SHUTTER BLADE SPAN(INCHES)FOR ALL CONDITIONS Z 2-PRESSURE-DESIGN WIND LOAD Wsr) 1 H 1 B �/ ¢Z N 3-LINEAR INRRPOLATION 15 ACCEPTABLE POR DESIGN WIND LOADS AND BLADE SPAN BETWEEN TABULATED �0 N VALUES. INTERIOR EXTERIOR W w 4-USE TABLE 1 A WHEN ONE OR MORE TYPE 15 BLADE IS USED w 5-BLADE REVERSED INSTALLATION 15 ALLOWED POR ALL MOUNTED CONDITIONS p O TABLE 2 O TYPICAL ELEVATION TYPICAL CROSS SECTION MINIMUM SHUTTER SEPARATION PROM GLAZING � A,B,C,D,E TDP TRACK GLAZING SEPARATION (INCHES) BLADE TYPE BLADE SPAN � r <=G0° <=104° <=I G21 ALUMINUM 2" 2 314' 3° � to u clAss ALL BPVATION5 < LEXAN 3' 3' 3° m w C3 ti <=30'ELEVATION o Q p 1- L, M, N z Q x a LEXAN 2 1/8' 3' 3' 9 >30 ELEVATION g Q H b' QC) NOTES: z < d' I-SEPARATION PROM GLAZING AREAS SHALL A EMEA5UFXDLOCK SURF = lJ GLAZING SURFACE TO THE INNER MOST BLADE OR LOCK SURFACE. I- 2-GLA55 WARATION 15 APPUCABLE ONLY VATMIN THE HVMZ ~ i I (BROWARD AND MIAMI-DARE COUNTIES).WIND ZONE 4 AS PER r T� 2 ASTM E199C AND ESSENTIAL PAULITIES AS DEF NED ON A5CE I 1 H 7-10. LL 3-YMEN 5HUTTER 15 ASSEMBLED W11 BOTH TYPES OP SIAM THE CRAPIPJG tMOREpJC. LARGEST GL153 SEPARATION SMALL APPLY. BOTTOM TRACK 5CALF-- A,B,81,B2,B3 NA B4,C,D,E,F,G,1 DATE: SHUTTER WIDTH (SW) 04/28/15 NO LIMITATION DRAVANGP I5-112 SnQr 02 O I3 TYPICAL 5ECTION5 A,51,B2,B3,134 o AND ANCHOR5CHEDULE - t/1B ,.•'•�QQp \CENs - / �� 1/4-14X1' GR5 SDS OR qz #10X3/4' TEKS •.•Q �' F =,�' 5ECTION A 1/4-20X1/2' HHMS W/NUT a s AT 12' OC r ;0 3 BUIET-OUT ON ANGLE SPACED AT 12'OC ti i N0. ZF)O HEADER OR SILL 16 OPTIONAL t SAB 11 84 T / 2,2A 5ECTION F- t I ADJUSTABLE TRACK t�0�''•• ���• �, ON REVERSE AN %�tC,r"'••.�.e.O"' \��• EMBED. = SILL ONLY `s/ORA4 .•���• w"' YP:.45 mL m>m ANCHORS DESIGNED AS PER SECTION B4 APR 28 2015 u aq yyyyll ANCHORS DESIGNED = 30 ;� W ON TABLE BELOW z z o O AS PER SECT I ON A O O ¢ 1/1B �Q ON TABLE BELOW .,F' ZU O L2 w a 1/4-14X1' GR5 SDS OR z umi a i 3winoiu 1/4-20X3/4' PHMS W/NUT �. c SPACED AT 5'OC _ EMBED.--� w 5ECTION 131 h 1/1 B 'A'TRACK ON REVERSE ANGLE SILL ONLY . 1/1B ANCHORS DESIGNED H > �� AS PER SECTION BS w #10X3/4' TEKS SECTION B3 O z 411 ;� a ON TABLE BELOW ca AT 12' OC ADJUSTABLE ON 4 H = < 5TD ANGLE Z m N a 51LL ONLY �/ z N w I >•u: w p O ul • J-- ANCHORS DESIGNED o 1/4-14X1' GR5'SDS OR _ c EMBED. W I ori -`W'u AS PER SECTION B3 1/4-20X1/2' HHMS W/NUTT 7` W F ON TABLE BELOW8 NJ SPACED AT 12'DC ;' �' i_1 ¢g J B 7 10 ;I EMBED.--� ;, x ?t L7 a ANCHORS DESIGNED .I Li 1/1B `.f •�`W u AS PER SECTION B2 1/4-14X1' GR5 SDS OIR cp = P9 16 ` < ON TABLE BELOW K 2 1/4-20X3/4' PHMS W/NUT w 1- OPTIONAL L' W SPACED AT 5'OC m m MAX. BLADE SPAN IN INCHES _ �j N N SEE ANCHOR SCHEDULE ON z 4 11 EMBED. MAXIMUM ANCHORAGE PRE55UPE(P5F) 0 w SHEET I1 FOR ANCHOR TYPE Q o BA5ED ON SPACING IN INCHE5 ON CENTER z a ANCHORAGE SPACING 1/4-14X1' GR5 SDS OR 5ECTION 52 162 132 108 84 60 O O I/4-20X1/2' HHMS W/NUT 'A'TRACK ON s E E1 E IE1 E Ei E E1 E E1 < _ SPACED AT 12'OC sro ANGLE 14 40 31 62 38 93 46 124 60 160 84 Q p< SILL ONLY SECTIONS 12 40 36 62 44 93 54 L60 70 160 98 !W z a A.81,B2 8 40 40 62 62 93 81 124 105 160 146 d = MAX. BLADE SPAN IN INCHES B3,B4 6 40 40 62 62 93 93 124 124 160 160 4 40 40 62 62 93 93 124 124 160 160 SEE ANCHOR SCHEDULE ❑N SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55UR.E (P5 F) BA5ED ON 5 P A C I N G IN INCHE5 ON CENTER DfY1R4tVDRCW- ANCHORAGE SPACING 162 132 108 84 60 SCALE" A Al B IBI IC D A AL B B1 C D A JAI B JBI IC ID A Al B B1 C D A Al B BI C D NA 14 40 -- 40 40 140 140 62 -- 62 49 62 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107 DATE: SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 �2693 70 93 70 124 34 124 90 124 89 160 47 160 126 160 12504/28/15 A,B1,B2 8 40 26 40 40 40 40 62 32 62 62 62 62 93 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160 DRAWB3,B4 6 40 35 40 40 40 40 62 43 62 62 62 62 93 93 93 93 93 124 67 124 124 124 124 160 94 160 160 160 160 IS-14 40 40 40 40 40 40 62 62 62 62 62 62 93 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 L60 s 03 OF 13 •IIIIIIII/IIIiIiiIl TYPICAL 5ECTION5 B AND C 00 DE F/ - o AND ANCHOR 5CHEDULE �`��,R�4`O•''GENS /�` gha ` No: 260 !-' u� 3 a ANCHORS DESIGNED Pi';. F r•�,` �� AS PER SECTION C %OA 'Ft 0 R TABLE BELOW 'ytC�1''�....... �•p�pv I13,3A w nj11 �am� 3: Z APR 282015 U0ao ti ego wqT�=n 1/1B =z w rm i t imONwu r cvm .0 ^�i•'.'<:. 16 :.i:;;. i Z umi Q Z = DPTIGNALw m o ANCHORS DESIGNED AS PER SECTION B .. z 1/IB 2.2A11 r' W ON TABLE BELOW = as SECTION C F L w a WALL MOUNT WITH L() w w r a TRACK 3 OR 3A N SECTION B HEADER OR 5ILL 12F- BUILT-OUT ON ✓� w 1/1B SKU REVERSE ANGLE EMBED.- w HEADER OR SILL `�*^�%t• O Z g r` tem I _ z N oC aZN kn I/4-14X1' GR5 SDS OR Lu o 0 1/4-20X1/2' HHMS W/NUT N 3,3A ` �� 0_ ISoG SPACED AT 12'OC a v a O Donu�Sa3 ANCHORS DESIGNED. AS PER SECTION C ON TABLE BELOW -1 MAX. BLADE SPAN IN INCHES Mugu$ SEE ANCHOR SCHEDULE ON 4 SHEET 11 FOR ANCHOR TYPE OI MAXIMUM A N C I1 0 R A G E PRESSURE (P S F) BASED O N SPACING I N INCHES ON CENTER � m ANCHORAGE SPACING 162 132 108 84 60 A IAl IB IBI IC ID A Al B B1 IC D A B Bl C D A Al B B1 C D A Al B B1 C D pj 14 40 -- 40 40 40 40 62 IB 62 49 62 49 --U-1-121— 86 60 81 60 104 29 110 77 104 77 145 40 155 108 146 107 s Q z 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 p w B&C 8 40 26 40 40 40 40 62 32 62 62 ,6 62 93 39 93 87 93 86 124 51 124 111 124 111 160 71 160 156 160 155 zz 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 4 40 40 '40 40 40 40 62 62 62 62 62 62 93 76 93 .93 93 93 124 98 j?.jj 12411 P4 124 160 IIq71jrn 160 160 160 < _ Q 0H MAX. BLADE SPAN IN INCHES z y SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(PSF) P K BA5ED ON SPACING IN INCHES ON CENTER' ANCHORAGE SPACING 162 1 132 1 108 1 84 1 60 ° th1pFZW- s I E I Eil E I Ell E IEI I E EI E E1 SCALE: 14 40 31 62 38 87 46 112 60 157 84 NA - SECTIONS 12 40 36 62 44 93 54 121 70 160 98 DATE: B&C 8 40 40 62 621 93 177 124 99 160 138 04/28/15 6 40 40 62 6293 88 124 113 160 158 DRAWNG0 4 40 40 62 62 93 84 124 108 160 151 15-112 sneer 04 OF 13 „, off, DE F/A0 ANCHORS DESIGNED TYPICAL SECTIONS D,E 4;G11 ANCHORS DESIGNED �pp��r” C EH AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH ��Q`V;•�' 3F �,h ON TABLE BELOW � � � ON TABLE BELOW ? NO. ZEO Vol (ED) � (ED) EDGE CED) EDGE % DISTANCE w DISTANCE .0 X S 'ft� E0. E0. �0il�'•4f`( It, .'t1fV�i • s�aHAL � m 2,2A #10X3/4' TEKS 6A' ^' S a m m AT 12' ac APR 28 2015 o 0 0 5ECTION D z 0 0 1NSET MOUNT W/TRACK 2 OR 2A (ED) EDGE 2 O O W HEADER OR 5ILL DISTANCE ��>� r Q2 'pwu�i aF �y SECTION E � r I w I/1H ANGLE IN5ET MOUNT w = -1 HEADER OR 51LL7 + W 1/4-14X 3/4' TEKS SPACED AT 12'OC W DLL]J ^2 ~ OZ K 1 = a SECTION GF-1 Q w ADJUSTA&.E MO ANCHORS DESIGNED w ro AS PER SECTION E tll rz w ON TABLE BELOW O = 3,3A I/4-14X1' GRS SDS OR <z 1/4-20X1/2' HHMS W/NUT W p O 0 = SPACED AT 12'OC p(]^ p w p0� w �m O °ttL a s 1/IB 0 j y J R1 Z _I aQpFQ MAX. BLADE SPAN IN INCHES 4i a0 SEE ANCHOR SCHEDULE ON 44 0 SHEET 11 FOR ANCHOR TYPE M MAXIMUM ANCHORAGE PRESSURE (P5F) 5A3ED ON SPACING IN INCHE5 ON CENTER 0� ANCHORAGE SPACING 162 132 108 84 60 W44 108 84 60 A B C D A H C D A B C D A B C D A B C D E E E w 16 22 27 -- -- 27 33 -- 20 34 40 20 24 43 52 25 31 60 72 36 43 41 53 74 12 30 36 -- 21 37 44 22 P62 45 54 26 32 58 69 34 41 81 97 48 57 55 71 99 O D4 SECTION D 8 40 40 26 32 55 62 32 67 80 40 48 86 103 51 61 121 145 71 86 83 106 149 0 6 40 40 35 40 62 62 43 90 93 53 64 115 124 68 82 160 160 95 115 93 124 160 Q 4 40 40 40 40 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 93 124 160 11 -- 22 -- -- 22 26 -- -- 27 32 20 -- 35 41 26 24 49 58 36 34 11 22 27 33 43 60 z 9 22 26 - 27 132 120 - 34 39 124 123 43 51 �70 30 60 71 44 42 9 27 33 41 52 73 SECTION E 8 25 30 -- -- 31136-422 21 38 44 27 26 49 57 33 68 80 49 47 8 30 37 46 59 82 6 34 39 24 23 41 48 30 28 50 59 36 35 65 76 44 91 106 65 62 6 40 50 61 78 109 . 4 40 40 36 35 62 62 45 42 76 89 55 52 97 11467 136 160 98 93 4 40 52 I 64 82 115 12 -- -- -- -- I -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DRAMJGIMaMW- 9 20 24 - 25 29 - 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 5CALE: 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 NA 6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 56 6 37 45 55 71 99 DATE: 4 40 40 34 31 1 56 162 142 38 68 1 80 51 47 1 88 1103 65 60 1 123 144 91 84 4 38 47 57 74 103 04/28/15 DRAVANG 0 I5-I 12 5MEEf 5 OF 13 TYPICAL SECTIONS G,F AND I _ �o'' _ / •''•.- AND ANCHOR SCHEDULE f •'� •"" "" 8 ,.Q�,�+�'1 ENBF •�,p to �3 -f I/laif No. 260o Z5 v x a a Z SECTION 1 O? B a c i tiAf 1/IB W Jy REGE55m MOUNT •p; STAT r a R1 SILL ONLY �0--"![0 R 1 Q?•r����, 10X3/4' TEKS x _ wpq T 12' oc X . ...n m w rxD APR 2 8 Z o 0 0 r 5ECTION G •' ANCHORS TYPE ti u'a M ADJUSTABLC MOUM' z 0 x A, B, C OR D -3 EDGE CLEARANCE(EC) y SILL ONLY SPACED AT 48'OC a O O.0 INTO CONCRETE=4°(3000 PSI CONCRETD O N$ INTO WOOD=2 1/2°(WOOD SG:0.55) _ c Ec) EDGE APPLICABLE FOR ALL LOAD W UmINTO METAL:2°1cOci-76wn.I.cxtASMns� CLEARANCE CONDITIONS FROM TABLE 13zu�bw nA 4 _ (ED) EDGE STANDARD LOCATIONs DISTANCE ¢ ANCHORS SPACED -2j ALTERNATE LOCATION - AS PER SECTION G Fi ANCHORS SPACED N ON TABLE BELOW (ED) w AS PER SECTION G1 OSE ON TABLE BELOW ➢ISTANCE -1 1/I B > 2 Q I ALTERNATE (ED)�f� ¢ 5ECfION F ?j EDGE DISTANCE I = vai 'A'TRACK INStT MOUNT O m�� M w 51LL ONLY _ _ ¢ W pLD0 r ANCHORS DESIGNED p O -� AS PER SECTION FU Is x ON TABLE BELOW w ¢g N 4 J J a � � (ED) EDGE w O MAX. BLADE SPAN IN INCHE;M:A� DISTANCE f a� SEE ANCHOR SCHEDULE ON SHEET 11 FOR ANCHOR TYPE z X I M U M ANCN.ORAGIf PRE55URE (P5 F) 5A5ED ON 5 P A C I N G IN INCHES ON CENTER w ANCHORAGE SPACING LL- 162 132 108 84 60 162 132 108 84 60 0 A B C D A II C 1) A B C D A II IC ID I A IB IC ID s ErEEE E16 -- -- -- -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27. 26 16 -- 33 46 G 12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 2344 62SECTION G 8 28 33 20 20 35 41 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 66 9238 40 26 26 46 543232 56 67 39 39 73 86 51 50 102 120 71 70 6 40 88 123 z4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 93 130 16 28 34 15 21 35 42 -- 25 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 g )( SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 K G10R F 8 40 40 30 40 62 62 37 50 85 93 45 62 109 132 58 79 153 160 81 111 8 40 62 93 136 6 40 40 40 40 62 62 49 62 93 93 60 82 145 160 77 106 160 160 108 148 6 40 62 93 160 4 40 40 40 40 62 62 62 62 93 93 90 93 160 160 116 158 160 160 160 160 4 40 62 93 160 5core: NA DAM- 04/28/15 AM-04/28/15 DRAAvmicw I5-112 5nen OG OF 13 ''•rrrppurr••ny TYPICAL HORIZONTAL DE F1 F' 8 r' etis = JAMB AND CORNERSECTIONS J �• ,••'°� ,m. F �a� OPTIONAL SEALANT �# NO. 26W MIN. (3) ANCHORS ?,0 @ a: o ANCHORAGE TO WALL SECTION J TYPE A, B, C OR D IS NOT NECESSARY JAMB CL05URE 4' FROMS ENDSLAMEICLC N J I i�o�' ,cZ e� :��`'�•', .t WALL MOUNT AND ONE AT MIDDLESURE 0 R l UNT -----s,'s�ONAL Q• rr`'''u N m —I (X2) #10X1 SDS IA a 7 TOP AND BOTTOM APR 2 S 2015 �j g 9,9A TRACKS z? O lA 2OO ,o r===� L .,U m w I� u m» ¢ 3w umiow i Li zz ___J a Q fu o U1 TOP & BOTTOM TRACKS L � AWG 0 0_ 1E �ZN �W oQn o� p 22 ANCHORS TYPE t U� SPACED AT 24'OC [a 0 w (IS)TANCEE r Eo. Ea - SECTION J2 __ - JAMB CLOSURE BUILT-OUT MOUNT '02 YQ{2 21 OR 11 M m #10X3/4' SS SMS OR _ 3/16' POP RIVETS Z N W IA SPACED AT 24'OC SECTION J3 q� Z CORNER CLO5URE Q wQ O K > 00 ,^ 0 U 7 Q Q O� PKN ORAPfING tMORPPlG SCALE: 7OR 7A NA 113 IR PUSH BUTTOM LOCK DATE: 7LOCATED ON ACCORDION 04/25/15 INTERIOR OR EXTERIOR SIDE DRAMNG0 I5-112 s„ecr 07 OF 13 TYPICAL HORIZONTAL SECTIONS HD LOCK SECTIONS L �•�Q �`�� exsF f 260 % STAT fes` NOTE:5HUTTER CAN BE LOCKED FROM o N -O��s�(�R""P � p_ INSIDE OR OUTSIDE BY FIACING'LOCK �- 5ECrJCN '•.,;r�ONAL �`° - m INSIDE OR OUT5IDE A5 REQUIRED. o r <<'' LOCK BLADE 5ECTION "•"""'���� , $a CLOSE POSRION APR 2 S 1015 ci 2°a p CwujL -d-. u O o O O L , 0 3¢ziuNiou� F a 1 1 Q 1B 1B > 2 Om e eA z 2u=i� 62 az(n W p0u1 oa' jaw COMMERCIAL MORTISE LUCK W/ O D O EXTERIOR KEY OR THUMB TURN AND INSIDE THUMB TURN ANCHORS TYPE INSTALLED ON SHAPE 8 A, B, C ORD SPACED AT 24'0C ALTERNATE 5ECTION LI 5ECTION L LOCK BLADE WITH F LOCK BLADE 5ECTION STARTER BLADE SECTION LOCK A OPEN P051TTON M 4 z W O Q p G. N < Q 8A a 8ATW/ a FK 1B� COMMERCIAL MORTISE LOCK W/ SCALE EXTERIOR KEY OR THUMB TURN NA COMMERCIAL MORTISE LUAND INSIDE THUMB TURN DATE:INSTALLED ON SHAPE 8 04/24 15 IB EXTERIOR KEY OR THUMB TURN 1B DRAW NGO AND INSIDE THUMB TURN 15.112 INSTALLED ON SHAPE 8 Sneff 05 OF 13 TYPICAL HORIZONTAL UNIMATE LOCK SECTIONS M OPTIONAL LOCKING PINS •�� ENs6 �A(•�•' • Q •' i�O' m'u APPLICABLE ONLY TO } No. 260 '-� SECURE STACK IN THE > OPEN POSITION *i e '• iso �0'. TAT �� .. 7A s�F'+a�C o I C�' 0` d'' N m m m NOTE:SHUTTER CAN BE LOCKED FROM •''•. NAL..� . �a m� INSIDE OR OUT51OF BY PLACING LOCK APR 2 S 2015 INSIDE OR OUT5I0E A5 REQUIRED. v F. LOCK BLADE05ECTION 1.ago N¢W CL05E P05MON 7A Z z 0 0 u— Q J¢m 4 k o o O c7a ,°IUNvv w GZM w m A !n N P1cu00 7 OR 7A 7 OR 7A 7 OR 7A Q �wQ w I O ZZ� IBJ 1/4-20X3/4'THUMB SCREW z j LOCATED ON ACCORDION ^/ INTERIOR OR EXTERIOR SIDE 11 Z to DRILL AND TAP OPPOSITE 1/4Xl 1/2 PULL PIN Lu p O U1 6a 31 BLADE TO RECEIVE SCREW INSIDE IIR OUTSIDE Ow p �Ow PUSH BOTTOM LOCK WITH KEYACCORDIOR O Q g THUMBTURN LOCATED ON ON V J INTERIOR OR EXTERIOR SIDE—/ U ALTERNATE 5ECTION M I SECTION M LOCK BLADE WTtl Z LOCK BLADE 5ECDON STARTER BIADE SECTION Q� OPEN P05MON ANCHORS TYPE O 7 A, B, C OR D m 8 7 OR 7A SPACED AT 24-CICAM I G m z 7 OR 7A lA 0 Q w 0 N p um 7 OR 7A 00 Q 1 — IB PUSH BUTTOM LOCK 7 OR 7A LOCATED ON ACCORDION FK INTERIOR OR EXTERIOR SIDE ' DRAPING 4MME NC. SCALE: NA 1 1 Dnre: IB 1 1 B 04/243/15 DRAWING B 15-112 SHEET 09 OF 13 TYPICAL HORIZONTAL SECTIONS ��,ao�,�DE f/ ez '••.,• STD LOCK SECTIONS N • No.5260 0 .ya= STA /,W, 2 NOTE:5HUTTER CAN BE LOCKED FROM %.�ts 0 R; •''','�a IN51DE OR OUTSIDE BY PLACING LOCK •'•. /ONp� E - INSIDE OR OUTSIDE ZREQUIRED. z^� 5ECTION N • m�! LOCK BADE 5ECTION m E2 f N W CLOSE POSRIONAPR 2 2095 a° o �a 000 yN z�Of7U 6z M 0 F !n 1 u I 22A O z 22z �N!�j 6 22B w 0OR o Q-- Olu OD °L8� a(n u ag ANCHORS TYPE A, B, C ORD SPACED AT 24'OC ALTERNATE SECTION N I 5ECrION N LOCK BLADE WTR1 LOCK BLADE SECTION STARTER BLADE SECTION I A OPEN POSITION OfCE0N W m . /4N If qf ri z w O Q N o 22A—/ 22 P K 1 IB 22B V22A' D�nrnNGsmDRtwc. 22 5CALE` NA DATE.- 04/25/15 ATE04/25/15 IB IB DMV4NG. 15-112 5tiWT 10 OF 13 TYPICAL BLADE A55EM13LY BILL OF MATERIALS •t•��'d' DEx/ ,�•.�. �� 13 ITEM DESCRIPTION MATERIAL MANUFACTURER �`',Q f f'� 8F = •' c�� I BLADE 6063-T6 ALUMINUM N.A.S.A. N 5260 N d 12 13A IA STARTER BLADE 6063-T6 ALUMINUM N.A.S.A. -? * * g a 115 COMP051TE BLADE 6063-T6/LEXAN N.A.S.A. 16 0.19 IC FLOATING STACK BLADE 6063-TG ALUMINUM N.A.S.A. �TLaaL 2 CEILING TRACK 6063-T6 ALUMINUM N.A.5.A. 20 14 3 I'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. `•..�,0 0 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM N.A.S.A. �•.�ss� ,.p 10 - 16 4 'A'TRACK 6063-T6 ALUMINUM N.A.5.A. SNA m J m 14 1B- 5 RECE55FD TRACK 6063-T6 ALUMINUM N.A.5.A. ,���••. . .....� a m� 6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A.5.A. o¢O 6A ADJUSTABLE MALE TRACK 6063-TG ALUMINUM N.A.5.A. APR 7 8 2015 w o u UOaD 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.S.A. =z 7A UNIMATE LOCK BLADE W/LP 6063-T6 ALUMINUM N.A.5.A 200 HEADER 8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A. H U m w 0.14 BA HD MAID LOCK BLADE 6063-T6 ALUMINUM N.A5.A. u Z m Q z BB HD ADAPTOR FILLER 6063-T6 ALUMINUM N.AS.A. 3 w m o w 13-B 1 OX3'HH 9 I'JAMB CLOSURE 6063-T6 ALUMINUM N.A.5.A. BLADE SCREW 9A 2'JAMB CLOSURE 6063 TG ALUMINUM N.A.5.A. 4 10 5TAINLE55 STEEL I0 1/-4-2X ANGLE 6063-T6 ALUMINUM N.A.5.A. Z 11 1/8-2X ANGLE 6063-T6 ALUMINUM N.A.S.A. H 12 WHEEL CARRIER PLATED 5TEEU NYLON N.A.S.A. to 13 0I OX3'HH BLADE SCREW 41 O STAINLESS STEEL N.A.5.A. t0 0.19 13A #I OX2'HH BLADE SCREW 410 STAINLESS STEEL N.A.5.A SILL N 14 0.44'0 FLAT WASHER STAINLESS STEEL N.A.S.A. o _ 15 0.46'0 x 0.93'BUSHING NYLON N.A.S.A. > ne w 4 ni 16 0.46.0 x 0.65'WHEEL BUSHING NYLON" N.A.S.A. O Z 19 PUSH-BOTTOM LOCK 1 20 1/2.3/8'WHEEL SPACER NYLON N.A.5.X Z t= 14 113 14 21 I/16'-IX2,IX2.5,IX4,I.5X3ANGLF5 6063-TS ALUMINUM N.A.S.A Q Z UL 16 -I I- 22 5TD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.SA F=Lu Q 9 N 15 ISI 0 14 22A STD MALE LOCK BLADE! 6063-TGAWMINUM N.A.S.A U U 13J 13A 2213 5TD LOCK KEEPER 6063-T6 ALUMINUM N.A5.A p p O w 13A-dx10X2'HHO,n u�Sg BLADE SCREW v, 410 STAINLESS STEEL U ' J 0.500 0.460 J 10_._4160 0.390 0.20 0.390--fi 1 �IIIJI n 0.44. 0.03 o�� �ItlL;?JRI � L�I o N -I- ANCHOR SCHEDULE T a i i ILI�iJI I I m 1 0.331100 � TYPE DESCRIPTION EM8 E.D. G m 14-0.03'X0.44°0 A I/4'RVJTAPCON INTO 3000 P51 CONCRETE 1.75 3.0 iT((HQ))I o 0 STANLESS STEEL 1/4'ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2.5 0 0 o FLAT WASHER A 1 14'ITW TAPCON INTO CONCRETE BLOCK 1.25 3.0 w 16-.46.0X.65' 15-.46.0 X.93' 1/4'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 0 Q 0.50 NYLON WHEEL BUSHING NYLON BUSHING, B 1/4-20)(1 ALL POINT5 5OUD-5ET INTO 3.0 K51 CONCRETE 0.875 3.0 z 20-1/2.0 X 0.36' 51 14-20X I ALL POINTS SOUD-SET INTO CONCRETE BLOCK 0.875 3.0 0 (n O NYLON WHEEL C 1/4'WOOD LAG SCREW INTO G=.55 WOOD 1.50 0.75 < < SPACER D I/4°-14 SELF DRIWNG SCREWS INTO 1/8'STEEL OR ALUMINUM --- 0.75 p Q 4 E 1/4°CRETE-FLEX 554 INTO 3000 PSI CONCRETE I.75 3.0 m E I 1/4°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSp I.25 3.0 z _ Naas: ED:EDGE DISTANCE 5nALL BE BEYOND WALL DREFi5MG p 12-WHEEL CARRIER EMB:EMBEDMENT SHALL BE BEYOND WALL DRESSING r STAMPED 55 WITH N4'TAPCON,1/4'CRETE-RDx,.14 WOOD 5CREW9 CAN BE USED IN REPLACE OF 1/4'LAG SCREWS p NYLON WHEELS DRAFnNG4MOFEW. �6 SCALE: NA Do m DATE: 0 04128/15 DRAWNG. 15-112 StIEET II OF 13 ( /(-}' ENR RECEPTOR SII UTTER COMPONENTS , � f� •.� -4.54 e.to��1L1f/- 1.23 ,••p''ye.�o .. N Al o D,lD1 � 3.oD 0 �- f �� m `1 A I-- n1 0 2.83 I.as No. 60 0.64 o 'ry 2.4l 0.60 I A-STARTER BLADE Q), " moo' ; STAT O A.` a I-0.05'ACCORDION BLADE .,d + o "��'�'`'F�0 R l p •\�� - a n N w'�n n.wwn••' '',��02- 4. 4 a.oe y 1'D ==__=� 0.77 �J o APR 2 R 1015 o p 58 L 3.07-i =Z O p 0.07 RG 5-RECESSED TRACK c °�Q p O® y No OPTIONAL SILL MOUNT ONLY 9-I'JAMB CLOSURE 0 w p Oy p 3-I°//}'BUILT-OUT TRACK 3.I-I'//}'BO TRACK W/O t.65-�1 a.70 -� w w v w 8 I C-0.05"FLOATING STACK BLADE HEADER/SILL MOUNT RAIN GUARD(RG) I 51 T� 9A-2'JAMB CL05URE I z 0.86 my 4.56 0.61 �O 90-HD JAMB CLOSURE D) 4.08 0, 3.23 Q c o 1.24 1.99 > w Q ro o 0.97 2.60 42814."6. O 0 0 _- 3.21 0.95 �-1.13-�--1.29 Z O1 I B-COMPOSITE 3.37 >� 1.48. 0 )_O. ¢O 0�] H W ❑.. ALUMINUM/LEXAN BLADE 4-"A`TRACK LEWW POLYCARBONATE APPROVED SILL MOUNT ONLY ❑ O ul AS PER NOA 13-0717.01 7-UNIMATE W/O LP 0 Q g XL 1 02U LOCKING BLADES U -2.43 J 0.86 3.92 o -�r 0.61 0.46 I 22-FEMALE 5T6 22A-NG B STD ,n m L o 0.61 2.85 LCCKJNG BLADE LOCKING BLADE 0.86 'u u' -I 0.79 t0 °. o 0 o I w o o ^ oop'1 � ispi _ m -'{0.611-- o .. 0.07 d OPTIONAL 0.07 2.23 0.07 8 Z -"N 2-INSET TRACK W/RG 2.1-INSET TRACK W/O RG 7A-UNIMATE W/LP p��j+w. HEADER/SILL MOUNT HEADER/SILL MOUNT. LOCKING BLADES 228-LOCK KEEPER INSERT O Q a C) 6-ADJUSTABLE FEMALE !3F HEADER/SILL MOUNT p C9 �a = 0.125 ^ END RECEPTOR 0.51 2.31 p Q F a 01 4 3.83 -2.07 1.77 St t.56 0.41 z Z= 1.9119-09 P K o T N, P o � -P. m o P .. d N W 006 N CPi LRA IWG11.1�P1G 0 0.86 m _ ..1 ani o ni ni -+I _1.99 O �u ."' o o _ 5CALe _- 0.83 LJ� t--1 o NA j.7 0.61j61 0.75 0 8B-ADAPTOR FILLER 04/28/15 3OPTIONAL 0.OB 0.OB USE WITH 8 AND 8A ORAWMGr 3A-2'BUILD-OUT TRACK 3A.1-2'BO TRACK W/0 GA-ADJUSTABLE MALE 8-FEMALE HD 8A-MALE HD 15-112 HEADER/SILL MOUNT RAIN GUARD(RG) HEADER!SILL MOUNT LOCKING BLADE LOCKING BLADE sneer 12 OF 13 E.F.. . SECTION X ��� �••''�\�EH3F TRACK 2 OR 2A INSET MOUNT ;Q/� x u' SECURED TO AN ALUMINUM PLATE NO. 260 BETWEEN WOOD TRU55E5 3�t F Q; ��. <t OR v 0.63 0.62 -''sit OVAL 0 W, m m 1.25—}-1.25�1.25 5.00 1 -"-,.......•. a m m II (4 PER RAFTER) 1 N APR 29 8 2015 w o VIDaJ 1/4'X 2 1/4 FH TAPCONS o z 3 0 Q WITH 2' MINIMUM 1/4'X5°6063-T6 ALUMINUM PLATE O o0 PENETRATION INTO WOOD U N w O uzm'» �iW umiOw S.00� N _ 1/4'X5' OR 1/S-X5' 6063-T6 o T _ 2,2A ALUMINUM PLATE SECURED TO I N = RAFTERS AT MAXIMUM 24' DC o ALTERNATE TO PLAT[ o� SEE TABLE BELOW FOR SHUTTER w mco 1/4°X27(5°6063-T6 ALUMINUM ANGLE = T SPAN >s PRESSURE O w Q, 1 (- W 1/4'-14X 2' SELF DRILLING SCREWS z j 2 r- Q z SEE SHEET 5 MOUNT TYPED ti ANCHOR TYPE D FOR ANCHOR SPACING <z O u)vla G W c— �fL n 0 J OT J T 1/87(5'6063-T6 ALUMINUM PLATE2 ALLOWABLE DF51GNPD PRE55URE5 ALLOWABLE DESIGNED PRE55URE5 FOR5XnON X WITH 114'ALUMINUM PLATE FOR 5ECRON X Wf1H I/8'ALUMINUM PLATE o BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED 5.00 SPAN PRESSURE(PSF) SPAN PRE55URE(F5 m I m (IN) BLADE I BLADE I B (IN) BLADE I BLADE ID 60 ±159 ±159 60 ±99 ±99 w uxi 72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE 0 84 ±1 13 ±1 13 84 ±7 I ±7 I I/8'X2°X5'6063-T6 ALUMINUM ANGLE 0 Q a 90 ±I06 ±106 90 ±66 ±66 fu 0 108 ± 88 ± 88 108 ±55 ±55 I o (f� 2G ± 68 ± 68 126 1 ±47 ±47 132 ± 62 ± 61 132 ±45 145 Q 144 +48,-52 1+45-47 144 ±41 ±41 162 +30,-40 +28,-33 162 ±30 1+28,-30 z x PK NOTE: I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES �� •' SGAIP: NA DATE: 04/25115 DRAWING o 15-112 Sneer 130E 13