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HomeMy WebLinkAboutNOARECEIVED SCA\ WW BY St Lucie Coal DEPARTMENT OF REGULATORY AND ECI BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE Greenheek Fan Corporation P.O. Bog 410 Schofield, WI 54476 SCOPE: This NOA is being issued under the appli materials. The documentation submitted 1 Product Control Section to be used in Mi Having Jurisdiction (AF-+-I). This NOA shall not be valid after the exl Section (In Miami Dade County) and/or to have this product or material tested ; perform in the accepted manner, the mai immediately revoke, modify, or suspend reserves the right to revoke this accept. Section that this product or material fails I This product is approved as described her Code, including the High Velocity Hurri DESCRIPTION: Model EPIFI-601D APPROVAL DOCUMENT: Drawir 21, dated 08/09/2017, prepared by Gr( P.E., bearing the Miami -Dade County and expiration date by the Miami -Dad MISSILE ENIPACT RATING: Lari LABELING: Each unit shall bear a p Frankfort, KY, model/series, and folic unless otherwise noted herein. RENEWAL of this NOA shall be co change in the applicable building cod TERM�IATION of this NOA will the materials, use, and/or manufactur any product, for sales, advertising or comply with any section of this NO ADVERTISEMENT: The NOA mi by the expiration date may be displa it shall be done in its entirety. INSPECTION: A copy of this entire distributors and shall be available for This NOA renews and revises NOA 2, as well as approval document mint The submitted documentation was Irev JUL 2 5 2019 ST, Lucie County, Permitting RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.itov/eco no m v ale rules and regulations governing the use of construction been reviewed and accepted by Miami -Dade County RER i Dade Countyand other areas where allowed by the Authority ition date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right quality assurance purposes. If this product or material fails to facturer will incur the expense of such testing and the AHJ may le. use of such product or material within their jurisdiction. RER ce, if it is determined by Miami -Dade County Product Control meet the requirements of the applicable building code. 1, and has been designed to comply with the Florida Building .e Zone. Louver with and without VCD-40 Damper � o. EB H-601D, titled "EHH-601 D Louver", sheets 1 through 21 of nheck Fan Corporation, signed and sealed by Wayne K. Helmila, roduct Control revision stamp with the Notice of Acceptance number County Product Control Section. and Small Missile Impact Resistant manent label with the manufacturer's name or logo, Schofield, Wl or ing statement: "Miami -Dade County .Product Control Approved", sidered after a renewal application has been filed and there has been no negatively affecting the performance of this product. ccur after the expiration date or if there has been a revision or change in of the product or process. Misuse of thus NOA as an endorsement of �.ny other purposes shall automatically terminate this NOA. Failure to shall be cause for terminati� LLG T tuber preceded by the words t_' a, and followed ed in advertising litera Ljj%''--Wlayed, then NOA shall be provided b >4e�"b�'ilf�'m'qPal�i-�-4�r�ts inspection at the job site at the requf9 �ilding Official. #16-0201.03 and consists of this page I and evidence pages E-1 and E- ioned above. iewed by Carlos M. Utrera, P.E. FILE COPY' O A "p No. 17-0919.05 Expiration Date: November 1, 2022 lz�aBt� Approval Date: December 7, 2017 Page 1 Greenheck Fan Corporation EVIDENCE SUBAMTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NO14 # 10-0921.10" 1. Drawing No. EIIH-600, titlid "EHH-601 D Louver'', sheets 1 through 21 of 21, dated 08/25/2010, prepared by Green —heck Fan Corporation, signed and sealed by L. David Rice, P.E. B. TEST'S "Submitted under NOA # 0-0229.06" I. Test report, on Wind Driven in Resistance per FBC, TAS 100(A)-95, prepared by Architectural Testing, Inc., est Report No. 79201.01-109-18, dated 02/05/2008, signed and sealed by Michael D. Stre el, P.E. C. E. F. "Submitted under NOA # 0 2. Test reports on 1) Uniform 2) Large M1 3) Cyclic �'I along with marked -up drai aluminum louvers, prepare dated 09/04/2007, signed 3. Test report on Standard"Te 1 E8-03, prepared by Archit c 09/12/2007, signed and se 1� y 0925.02" static Air Pressure Test, Loading per FBC TAS 202-94 ssile Impact Test per FBC, TAS 201-94 ind Pressure Loading per FBC, TAS 203-94 ags and installation diagram of Series,2vlodel EHH-601D, fixed by Architectural Testing, Inc., Test Report No. 74301.01-602-18, sealed by Joseph A. Reed, P.E. Methods for Tensile Testing of Metallic Materials, per ASTM tural Testing, Inc., Test Report No.74301.02-602-18, dated ;d by Joseph A. Reed, P.E. CALCULATIONS "Submitted under NOA # 10-0921.10" 1. Structural calculations, prepared by Rice Engineering, dated 09/03/2010, signed and sealed by L. David Rice, P.E. QUALITY ASSURANCE 1. Miami -Dade Departmen of Regulatory and Economic Resources (RER) MATERIAL CERTIFICA 1. None. STATEMENTS "Submitted nderNOA # 16-0201.03" 1. Statement letter of cod conformance to the 5" edition (2014) FBC issued by Rice Engineering, dated 01/ 1/2016, signed and sealed by L. David Rice, P.E. "Submitted under ATI # 12-0830.08" 2. Statement letter of co e conformance to 2010 FBC issued by Rice Engineering, dated 11/06/2012, signed and sealed by L. David Rice, P.E. "Submitted under N A # 10-0921,101, 3. Statement letters of l , ormance and no financial interest issued by Rice Engineering, dated 09/03/2010, signed and sealed by L. David Rice, P.E. 4�1 Ito Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0919.05 Expiration Date: November 1, 2022 Approval Date: December 7, 2017 E-1 Greenbeck Fan Corporation A 2. NEW EVIDENCE SUBMITTE A. DRAWINGS 1. Drawing No. EHH-601D,Ied "EHH-60ID Louver", sheets 1 through 21 of 21, dated 08/09/2017, prepares{ by Greenbeck Fan Corporation, signed and sealed by Wayne K. Helmila, P.E. I B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Depart E. MATERIAL CERTIFICA 1. None. of Regulatory and Economic Resources (RER) F. STATEMENTS 1. Statement letter of code Lformance to the Oh Edition (2017) FBC issued by Rice Engineering, dated 08/3 b/2017, signed and sealed by Wayne K. Helmila, P.E. 2. Statement letters of no mancial interest issued by Rice Engineering, dated 08/30/2017, signed and sealed by Wayne . Helmila, P.E. 66 17 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0919.05 Expiration Date: November 1, 2022 Approval Date: December 7, 2017 E-2 0.250 TYP, TO 0.50 EV --144.0 MAX. ACTUAL LOUVER HEIGH� Ej 00 00 N N O Ul m O Z�� I C) L \ .p a a m Go f�ON� Gl % J PZBOX 410 SCHOFIELD, WISCONSIN 54476-0410 EHH - 01D LOUVER F NGE FRAME SL EVE MOUNT ELEVATION 0.250 TYP, . TO 0.50 — 0.156 W---I J� w"'o OeA Lg"o0 C O Oby� Obi B� EAmm S m c p .OD m O BY DATE IES 8/9/2017 1 OF 21 ID DRAWING NO. EHH-601 D _4o i Ln 144.0 MAX. ACTUAL LOUVER HEIGHT W Odd * Fk/7.// 03 �o i0 �o,omg -�1 N m F� dap„ 8a n o z 3 NNO. b oo k � m. AAy S / /6�V P,O,BOX 410 SCHOFIELD, ❑ WISCONSIN 54476-0410 E EHH I601 D LOUVER CONTINUOUS ANGLE MOUNT ELEVATION fr-Q--I L__ J � N � N I 3m � oe�p I 3� a"O a �m30 9 am c m '� 0 o - 6 ppN IRAWN BY D MES 8 9 2017 ;CALF 1:24 'HEFT NO. 2 OF 21 EHH-601 D 21 0_ O r O O tD I LO O r N P- 0 0 22 HORIZONTAL SECTION CUT PRODUCT REVISED compyNg with the Florida Building Code N �21NOA-No. 17-0919.05 Expiration a 11101/2022 N Q By a Produet ConKo O OMiam co 16 13/2 �w 3 � Nz Lu l7 WLLJ L1 r _ A = a ■ FBI • • --0.156AL 7 • 0. 125 TYP, TO • AC JA �• �• 6(10 • � UVER WIDTH LOUVER WIDTH LOUVER WIDTH LOUVER WIDTH — 0.156-1 OUTSIDE OF SLEEVE WIDTH _ \ u • I#tJVFIP • ► ► 1 • ■ 1 I J 17 VERTICAL SECTION CUT 0.125 TYP, TO 0.375 C d- �Ro W� o LLJ Ion ' z z Of 0:: 0 0 > o�ocN1 OLLJ j w J zCD Lwj L j Lt.. (n 0 I �w F- N v No. 69092 �.0 STATE ��` At fill C.E AUG 3 0 2017 EIVGBVBERING 105 School Creek Trail Luxemburg, WI 54217 Phone: (920) 617-1042 Fait (920) 617-1100 . wv.rlc lnc.ccm Florida Finn No: F-01000005061 certificate ol`Authori=lion: g9090 Wayne K. Helmlia Registration No: 59092 C z r Fr C r C C tT 7 C I rr z Z c 144.0 MAX. ACTUAL LOUVER HEIGHT - CA 14 V o� N O (l� Ln zj 0� m r Z nr- (7 L — — -I 3m 91 zawy o�mA ?'a$ O T L Zg30 o w � -� a� al I NQ mm o ��o IWISCONSIN C0Inf5dvvWLs� fMES s s 2017 g'ff� � \\\��p�d yy���i P.O.BNX 410 SCHOFIELD, SCALE •• �LL ❑ 54476-0410 1 :24 o c Z _ g N� o z m TITLE SHEET NO. -� d R � ���m � � _ s q o � EHH-601 DI LOUVER W/VCD-40 4 OF 21 N Ko CONTINUOUS ANGLE MOUNT S c my N �m CAD DRAWING NO. 0 a i���tiF�R ��`�\ ELEVATION EHH-601 D HEAD DETAIL n HEAD DETAIL 1 A LOWER HEIGHT S 144 IN. BUILDING STRUCTURE/DEPTH MAY VARY. 1 LIVER HEIGHT 5 144 IN. 0 0 BUILDING STRUCTURES INCWDE BUT NOT ff cj/21 LIMITED TO WOOD FRAME, STEEL STUDS, _/21 ['7 T� 0 o STRUCTURAL STEEL AND CONCRETE/MASONRY (BY OTHERS). 6 BUILDING DEPTH co o 1 D .125 7 —t3 CTI N a o C5 ZS6,pACI(t:,(-�B/CONNE G WELD PERIME'E , , _,D --- � CAP 4 — — — — I s" ) c. I 4 I I SPACING 1 III 119 ALMNATE REAR WELD LOCATION .125 1 I I I .125 0.75 I 2 I I I I 0 I I III I 7 g i1 TYPICAL @ BLADES 1-4 .125 , III I I RODUCTIRE1DSEP 1/HEAD,BLADE,SILL a: pryNe with tho.61il >w> 2 I 1 W� III I J NOA-N". 17-0919.05 22 f^/ Z lii Jx� Exp4atmn ef1101120 (Fq 1 z e n- L w 4 JJ I J miam eir"a""e centre 0 O O III I I ALTERNATE REAR WELD LDrA7i0cc N I wow I .725 0.75 O¢ vl 2 J 1 S" O.C. J o z III I J I SPACING I a II I I S I 8 II 4 7 JI I I I 11 2 13 I II. I I I I I I II9 1 I 6" O.C. I SPA G I I 4 I .125 — I o c, N� 1 p g 6" O.C. 8/CONNECTI N r WELD PERIMETER % SPACING 9 CAP 0 0 . B oo ~ BUILDING DEPTH SILL DETAIL n: SILL DETAIL BUILDING STRUCTURE/DEPTH MAY VARY. 2 B LOUVER HEIGHT 5 144 1 6 a Z 2A LOUVER HEIGHTS 144 IN. BUILDING STRUCTURES INCLUDE BUT NOT LIMITED TO WOOD FRAME, STEEL STUDS. 5/21 N N 5 21 / STRUCTURAL STEEL AND CONCRETE/MASONRY c, 0 (BY OTHERS). 4 r c— � a LL O z � 4 Ul ;w Nz _ � Ld N � L' W m J o =v j W I—' w O Q LL- :2 1 ' w U n�! f W Lil 0 O O ZQ NJ D: 3 (D WW w Q W w J = K. 11 ems' s' No. 59092 _ = STATE �� IAI1V\NG\\\ AUG 3 0 Z017 CE ENGINEERING 4 105 School Creek7rall I Luxemburg, WI 54217 ,mar Phone: (920) 617-1042 Fax: (920) 617-1100 www.nce-inc.com Florida Fnn No: F-01000005C61 Certificate of Authorization: #9090 Wayne K Helrnila Registration No: 59092 HEAD DETAIL 00 3A LOWER HEIGHT S 96 JN. o 0 6/21 6 BUILDING DEPTH O O p -_y125 1 —8 O z L� Z W Z J 2, =W W V) _j a 0 0w ?L' C O O W W p -Jul Z) to _l C, Q Z 0�— I Q 6" BUILDING STRUCTURE/DEPTH MAY VARY. BUILDING STRUCTURES INCLUDE BUT NOT UMREO TO WOOD FRAME, STEEL STUDS, STRUCTURAL STEEL AND CONCRETE/MASONRY (BY OTHERS)- 0 1 � 1 � �,, �lRrlIJR17�� • - i� 1! • IIMI• , � •� •,, BUILDING DEPTH SILL DETAIL 4A LOUVER HEIGHT S 96 IN. 6/21 BUILDING STRUCTURE/DEM-H MAY VARY. BUILDING STRUCTURES INCLUDE BUT NOT LIMITED TO WOOD FRAME, STEEL STUDS, STRUCTURAL STEEL AND CONCRETE/MASONRY (BY OTHERS). \ • 1 1 O ri �i �s ■ W • �GENSZZ - i N0, 59092 —_ .p STATE 4 s s� 4 RICE • ENGEVEERHAW WELD INTERIOR 105 School Creek Trall Ltocemburg, W1 54217 CAP Phone: (920) 617-1042 Fatc (920) 617-1100 SILL DETAIL 6 4B LOWER HEIGHT S 96 1 v .noe-Tnc.00m Florida Firm No: F-01000005051 6 21) / Certificate of Authorization: #9090 Wayne K Helmlla Registration No: 59092 ' MULLION DIRECT MOUNT (SHOWN HERE AT MULLION DIRECT MOUNT (SHOWN HERE AT W HEAD) IS FOR SUBSTRATES WHERE MINIMUM HEAD) IS FOR SUBSTRATES WHERE MINIMUM ' FASTENER EDGE DISTANCE S� BE ACHIEVED BY FASTENER EDGE DISTANCE TAM BE ACHIEVED BY USE OF HODS IN THE MULLION ENO CAP. N C� HEAD 1) TAIL USE OF HOLES IN THE MULLION END CAP. HEAD DETAIL DETAIL IS TYPICAL FOR BOTH HEAD AND SILL 5 LOWER HEIGHTS 144 W. DETAIL IS TOAL FORAPPLIBOTLHEAD AND SILL 7 LOUVER HEIGHT 5 96 IN. CONDITIONS WHEN APPLICABLE - NCONDITI 7/21 7/21x 00 FASTENERS CAN BE ENTIRELY IN ONE ROW. FASTENERS N BE ENTIRELY IN ONE ROW CA(TWO (TWO ROWS SHOWN ROWS SHOWN) O Z REVISED I7 PRODUCT plying with the Florida N BOA -No coat FASTENER Noq-No. 17-09•I9.05 FASTENER EDGE cl w o I ^ z 3 T a ..l_ SUBSTRATE LIMITED TO WOOD, EDGE DISTANCE exPira t',onD e 11I01I2022 SUBSTRATE LIMITED TO WOOD' STEEL, CONCRETE AND DISTANCE 2 Z W r W a STEEL, CONCRETE AND MASONRY (CMU) (BY OTHERS). U Li W MASONRY (CMU) (BY OTHERS). B o to N U Miami-q Qo roduct Control F.P Lr .125 1 I I .1 1 Z IT r ) III _ T I I rtclEvuae �.e ran tanov I 18' O.C. = n _ C'] O J J J oz z Q 1 II I I 4 4 �loo ad� o_ Q �• o O a 1/BLADE,HEAD,SILL I t t 1 BtaDEHEAD,s O (J) III I J J ri I I a: :Br (D D J —1-0 i i I I 11 f I I ws wpL.LLz C o I w.roena wn tpcaox I I VV 43 Ld �G 9 2 2 O (--- I� SPACING5 I I I I I O Q I Q I,I U Lcl w B I _ o I I III I E N III I III 6/END P\C R 3 I I I I B/END m 3 I I+ ---- _ 140. sso'sz • = .O STAT" 4EDGE\ -\ DISTANCE 1.1 Er\�\�\ /�� S DISTANCE EXCESS MATERIAL BEYOND FASTENER EXCESS MATERIAL BEYOND FASTENER EDGE DISTANCE IS ALLOWED TO BE AL j1111 ))W EDGE DISTANCE IS ALLOWED TO BE SUBSTRATE LIMITED TO WOOD, REMOVED (THIS LEG ONLY). AUG 3 0 2017 SUBSTRATE LIMITED TO WODE REMOVED (THIS LEG ONLO. STEEL, CONCRETE AND SfEl, CONCRETE AND MASONRY (CMU) (BY OTHERS). MASONRY (CMU) (BY OTHERS). ITEM #56 FASTENERS SHALL BE 1N AT LEAST TWO ROWS MCE ITEM 7j54 FASIENQLS SHALL BE IN AT LEAST 7W0 ROWS PROPERLY DISTRIBUTE THE LOAD TO THE SUBSTRATE. TO PROPERLY DISTRIBUTE THE LOAD 70 THE SUBSTRATE. ENGINEfiRING MULLION ANGLE MOUNT (SHOWN HERE AT SILL) MULLION ANGLE MOUNT (SHOWN HERE AT SILL) IS FOR SUBSTRATES WHERE MINIMUM FASTENER 105 wool Cytyeje5421� r9. • IS FOR SUBSTRATES WHERE MINIMUM FASTENER EDGE DISTANCE CANI BE ACHIEVED BY USE EDGE DISTANCE CANNOT BE ACHIEVED Bf USE Phone: (920) 617-1042 OF HOLES IN THE MULLION END CAP. DETAIL OF HOLES IN THE MULUON END CAP. DETAIL F= (920) 617-1100 IS TYPICAL FOR BOTH HEAD AND SILL IS TYPICAL FOR BOTH HEAD AND SILL CONDITIONS WHEN APPLICABLE www.iio 4no.com ILL DETAIL CONDITIONS WHEN APPLICABLE SILL DETAIL Florlda Firm No: F-010D0005061 (2)" LOUVER HEIGHT S 1441N. LOUVER HEIGHTS 96 IN. CerfificateoTlmlla za0on: 9090 ' 7/2 i 7/21 Wayne Wayne K Helm: 5 ReglstratiOn No: 59092 O w BUILDING STRUCTURE/DEPTH MAY VARY. L, BUILDING STRUCTURES INCLUDE BUT NOT LIMITED TO WOOD FRAME, STEEL STUDS, STRUCTURAL STEEL AND CONCRETE/MASONRY w (BY OTHERS). 0 0 o Cn BUILDING DEPTH J 0 w o o N I U N rn Ca N C O5 5 m v r, `n ;o rn 0 oa z > o ram- �" a 0 r 0o o T zF 00 zA c� o0 m ...i o? m in Fn 2 55 pun `\\\\IIIIII//�� II�o DRAWN BY DATE a• ���� a x iif �Uu���Wls�� VIES 8 9 2017 P.D.BOX 410 SCHOFIELD, SCALE WISCONSIN 54476-0410 1 :2 n o TITLE SHEET NO. EHH-601D LOUVER c, G� D ��, F I NGE FRAME 8 OF 21 I CAD DRAWING NO, SLEEVE MOUNT EHH-601 D JAMB DETAILS SUBSTRATE LIMITED TO WOOD, STEEL, CONCRETE AND MASONRY (CMU) (BY OTHERS). EDGE DISTANCE _ ALTERNATE ORIENTATION / (CAUTION, BOLT CLEARANCE) 0.75 MAX C 0.75 MIN 6^ D.C. 1 /BLADE, HEAD,SILL SPACING PL 0.13 TYP, TO 0.375 ACTUAL OVERALL LOUVER WIDTH, ACTUAL LOUVER SECTION WIDTH LOUVER OPENING JAMB DETAIL LOUVER HEIGHT S 144 IN. 9/21 0 � N O co LI- O O Z CO w Nz a w a LJJ ~ q o �wo Z � w O to Lnn = O J rn IJ— Z ` in z win � W Q � o O (n M 1—O _ -73 RAIOw = Z Z �C ILJ ) G E N, No. 59092 3 =* .D STATE ; P ��\ SUPPORTIL LOUVER 2 UVER HEIGHT 96 IN. I/ i 9/21 AUG 3 0 2017 SCE ENGINEERING PRODUCT REVISED 105School Creek Trail as complying with the Florida Luxemburg, WI 54217 Building Code Phone: (920) 617-1042 Hol-No. 17-0919.05 Fen (920) 617-1100 Explratlon Date 11/0112022 w .rrce-incxom Florida Finn No: F-01000005061 gy C_rtifieete of Authorization: #9090 Miami-0a 1 Product Control Wayne K Helmila ' Reglsbatton No: 59092 B/CONNECTION SPACING 00 6" O.C. SPACING ts" D.C. ® 4C 4 16" O.C. SPACING SPACING O 6/CO©65, CTION O OO ri U EXPANSION JOINT OF UP TO 025 MAY BE USED ON LONG OVERALL WIDTHS ACTUAL LOUVER SECTION WIDTH ACTUAL LOUVER SECTION WIDTH ACTUAL OVERALL LOUVER WIDTH MULLION DETAIL PRODUCT REVISED 13A LOUVER HEIGHT S 144 IN. BuiildinglCod with the Florida 1 O/2 NOA-No. 17-0919.05 Expiration to 11101/2022 By Miami-D do Product Control 6" O.C. f-Z'S fZt]� EXPANSION JOINT OF UP TO 025 MAY BE USED ON LONG OVERALL WIDTHS. ACTUAL LOUVER SECTION WIDTH ACTUAL LOUVER SECTION WIDTH ACTUAL OVERALL LOUVER WIDTH MULLION DETAIL 11_3B LOUVER HEIGHT K 96 IN- L/2 r` 0 N c— � � N A DO LL r— 0 O z _0 'mom 6 Nz ¢ CD W I _ 9 w qo 0 1 �_'I- j W H _j OD Q ��rn z J � 0 W nn nn LI Vwu - W W z Z. �o� O =0 >> O a 3 tD Q LLI J 2 (n LJ W J F- F- K. No. 59092 i O STATE ' II AUG 0 20i7 RICE ENGJAWERMG 105 School Creek Trall Luxemburg, WI 54217 Phone:(920) 617-1042 Fax: (920) 617-1100 I WWWAGe-mo.com Florida Finn No: F-01000005MI Certificate of Aulhoriza0on:#9090 f Wayne K Helmila Reglstratlon No: 59092 MULLION DIRECT MOUNT (SHOWN HERE AT SILL) IS FOR SUBSTRATES WHERE MINIMUM FASTENER EDGE DISTANCE .CBN, BE ACHIEVED BY'USE OF HOLES IN THE MULLION END CAP. DETAIL IS TYPICAL FOR BOTH HEAD AND SILL CONDITIONS T 1 WHEN APPLICABLE. 18, O.C. SPACING SUBSTRATE EDGE ----------- f L------- ---- --- — — FASTENER FASTENERCAN BE DISTANCEDGE ONE ROW. (TWO ROWENTIRELY SHOWN) ® ® ® A o OVERALL WDTHS. ACTUAL LOUVER SECTION WIDTH -T- ACTUAL OVERALL LOUVER WIDTH r� . r ..SPACIN • ilnhrnmeillle_ • • •AISEE :�ummmnIi,�i • • • • FASTENER TABLE FOR /1 QUANTITY AND SPACING/ i i 8" O.C. o c m°A SPACING 3 a a$ O ��a b � o m s�no 0 �a ~ m °o `N 0 c O N rr y Q EXPANSION JOINT OF UP TO 0.26 UAY BE USED ON LAND OVERALL WLOTHS. ACTUAL LOWER SECTION WIDTH ACTUAL LOUVER SECTION WIDTH ACTUAL OVERALL LO R WIDTH ED gNEEgNSCby DRAWY DATE ME5 8 9 2017 R d \\O�d * w� ��i� Q P,O,BCX 410 SCHOFIELD, SCALE g.=5 A 9 o �xll �� 2�� WISCONSIN 54476-0410 1 :2.5 <i (n TITLE SHEET NO. 3 Ef ' — ° EHH-601 D LOUVER ,nwU �;�,im� D — -Di ut Ill u_j � ' r m y m CONTINUOUS ANGLE MOUNT 1 OF 21 CAD DRAWING NO, MULLIJ DETAILS, 1­1s144" EHH-601'D Z i MULLION DIRECT MOUNT (SHOWN HERE AT SILL) IS FOR SUBSTRATES WHERE MINIMUM FASTENER EDGE DISTANCE CAN BE ACHIEVED BY USE OF HOLES IN THE MULLION END CAP. DETAIL IS TYPICAL FOR BOTH HEAD AND SILL CONDITIONS WHEN APPLICABLE. 18" O.C. SPACING FASTENERS CAN BE FASTENER EDGE ENTIRELY IN ONE ROW. DISTANCE (TWO ROWS SHOWN) 6" O.C. c �,°" SPACING 3 ag°0 a T e om'aC 9 °f7J `v o tr(4 :O N N y N ICJ / SUBSTRATE EDGE O� 0�0000 'o 0 U /i01 EXPANSION JOINT OF UP TO 0.27 MAY Cl BE USED ON IDNO OVERALL WIDTHS. ACTUAL LOUVER SECTION WIDTH J CTUAL LOUVER SECTION WIDTH ACTUAL OVERALL LOUVER M DTH MULLION ANGLE MOUNT SHOWN HERE AT SILL) IS FOR SUBSTRATES WH�RE MINIMUM FASTENER EDGE DISTANCE CANNOT BE ACHIEVED BY USE OF HOLES IN THE MULLION END CAP. DETAIL IS TYPICAL FOR BOTH HEAD AND SILL CONDITIONS WHEN APPLICABLE. 6/END 18" O.C. ® SPACING O O O 1 O O O O O SEE FASTENER TABLE FOR 6" O.C. QUANTITY AND SPACING SPACING 4 4 SUBSTRATE EDGE O O O O O �I O O O O u (D3 (� U}E-US JDINT OF E -L 0.25 —3 lJ t"J DE USED aN LONG OVE7IALL WIDTHS. ACTUAL LOWER SECTION WIDTH I ACTUAL LOUVER SECTION WIDTH ACTUAL OVERALL LOU4 WIIDDTTJH� /�,JJJ� /vJ mwi'� IS��WiS�WDRAWNBY DATE MES 8 9 2 ,BDX 410 SCHDFIELD, SCALE N-zCCNSIN 54476-0410 1:2.5 ° o� g z n �' N P m ITLE SHEET N0, 0 3 €o — ° x = EHH I601 D LOUVER ��oT yJ�0n -y m m ` 3o;N + =�' N' �m CONTINU I US ANGLE MOUNT 12 OF 21 CAD DRAWING NO. Rilliii��MULLIO, DETAILS, Hs96" EHH-601 D AVA 0.125, 0.156 -�I il� I 366 ��tloa, 851 gao g� G 9-9 —LOUVER OPENING — -OUTSIDE OF SLEEVE - ACTUAL LOUVER HEIGHT, INSIDE OF SLEEVE 0.125,' TYP, TO 0.375 0.250 TYP, TO 0.50 0.125 30.156 V. 3m Zmmp 8 o6"A n ° Amm 8 e n t5i ° y N m Zg "O N f�i1 g LOUVER OPENING 0.125 TYP, TO 0,375 10.125 TYP, TO 0.375 ACTUAL LOUVER HEIGHT , N Ln vm n0 'o m c 6 z Sx o =� �r h $ OD gg66 �Ztl016 ��z>y y�K �0c N N CO ma p Z .A<' o r xSn r26 nz� � age or avo .`c -I N o . $ z i o $u�N _° o^m = o �� \\����o�d �9J/��i z 2 ! 0 � ���///❑ IIo� W������� O,BOX 410 SCHOFIELD, �ISCONSIN 54476-0410 DRAWN BY M ES DATE 8 9 2017 SCALE zll o iDi Savor 1. ,y, �" a N;g m .... "1 =A > o 0 - ,> M z TITLE EHH-601 D LOUVER W/VCD-40 SHEET NO• �.� a o�'� M n �r ° �' y m FLANGE FRA E W�SLEEVE MOUNT, 13 OF 21 COEAD&USILL ANGLE CAD DRAWING NO, DETAILMOUNT EHH-601 D III rr- 0 N c— rn N FZ(Cco L'-O O 2 REQ'D > W N oZ tO 3= MANUAL QUADRANT ACTUATOR AS SHOWN NOTE: DAMPER MAY BE OPERATED BY _ LLJ MANUAL QUADRANT, AN ELECTRIC OR PNEUMATIC ACTUATOR. do � o O �1 v = � 0 LIJ D D- � < U r �ME Q Q XZ ca � Q O C) S F- F — — — — — — — — — — — — S� 9 D PRODUCT REVISED No. 59092 •* O O as complying with the Florida Building code = it NOA-No. 17-0919.05 -o STATE C E.piration Date 1110112022 0� 1 p-By_ O MiamF-D d Product Contro /S� (( A AUG 0 1 l ------------ RICE ACTUATOR DETAIL ENGINEERING 'ZQ LOUVER HEIGHT S 144 IN. 105 School Creek Trall OR 3/ACTUATOR ASSY. AND 12- O.C. THEREAFTER 4.�2 Luxemburg, WI 54217 Phone: (920) 617-1042 ® ALONG LENGTH OF ANGLE ITEM #44 Fax: (920) 617-m vn+iw.dce-inc.w Florida Firm No: F-01000005061 - CerOficate of Authorization: #9090 Wayne K lielmila Registration No: 59M , a) N 0 r 00 L �— O o 6 q 1 6 6 0 W Z8 8 18' O.C. 4 Z wW a/ CONNECTION O SPACING 5/4 <U =¢[-.LJ 16 16 qo In7 12• D.D.p$PACING 49NNECTION jpj pvnn,,t BSATTr CD4� — VCD-40o Q rd Ul of 0 W 6O.C. ��JJ11 I�7 X Z LJ_ JSPACIN :D W s' D.C. 6• D.C. d 3 J Z LJ >' SPACING SPACING l�l Li Q a! O j o O Yoe Em 0 zz w m o m EtiH-601 D =1 EHH-601 D w= Q J= 7 (=eeUOy.. Gi 3 '., W ~ ZZO m n�� JO N0. 59092 l 9 O.,S6 TO INSIDE OF SLEEVE— EXPANSION JOINT OF UP TD 025 UAT BE USED ON LONG OvatALL WIDDE �E EXPANSION JOR1T OF UP TO B75 UAY BE USED ON LONG MERALL WIDTHS. -�1 STATED 4: ACTUAL OVERALL LOUVER WIDTH, ACTUAL LOUVER SECTION WIDTH ��� LOWER BECKON WIDTH ACTUAL LOWER SECTION WIDTH ACTUAL LOUVER SECTION WIDTH ACTUAL LOUVER SECTON WIDTH .123 TO OUTSIDE OF Ste— ACTUAL OVERALL LOWER WIDTH W ACTUAL OVERALL LOUVER WIDTH AL TO 0. //� LOUVER OPENING 111111\\�\ 'Z JAMB DETAIL LOWER HEIGHT S 144 IN. MULLION DETAIL 2� LOWER HEIGHT 5 144 IN. ZZ MULLION DETAIL LOUVER HEIGHT 6 96 IN. n p�r� AUG 3 O 2017 15/2 15/2 15/2 ltL LENGIIVP.ERING PRODUCT REVISED 105School Creek Trail ' as computing with tho Florida Luxemburg, WI 54217 tCode Phone: (920) 617-1042 N13=Building 0. 17-0919.05 Fax: (920) 617-1100 —xicrtinacom Expiration Dote 11/01/2022 Florida Fum NO: F-01000005061 By Certificate of Authorization: #9090 Mlamt-13696 Product Control Wayne K HeMda , Registration No: 59D92 r` 0 N r- rn N � 00 LL_ O z O z Lo MULLION END CAP NOT SHOWN FOR CLARITY V) p CO w z ¢� • B MULLION END CAP NOT SHOWN FOR CLARITY I- a w 15, O.C. 18' O.C. SPACING c rn y U SPACING O 1 4 d (n ACING [a o o I Z J 4 IU OEDG 40— a--_— NwDISTANCE �,____—_-DR-J.`) O 0 W Z JVCD-4D VCD-40 •a p>Q 0 Xp jO (f) �C--6' O.0 5" O.C. ALTERNATE ORIENTATION SPACING (CAUTION, BOLT CLEARANCE) EHH-601DSPACING QIH-601 D 4/ Ij1 Ld U Q J = 0 Em wLIMITIED SUBSTRATE TO WMASONRY ( C SAND G 3 11�i�9 0.13 1YP, TO 0.375 ACTUAL OVERALL LOUVER WIDTH, [�i�/fiII,� E>PN19ON .wall OF ur 10 CM PAT ON ux:c °�xAll NO. 59092 ACTl1AL LOUVER SECTION WIDTH_' I mOns` 0.25 Y'.O STAT LOUVER OPENING LOUVER -ACTUAL LOUVER SECTION WIDTH.-..=={}o—o— ACTUAL LOUVER SECTION WIDTH - -ACTUAL LOUVER SECTION WIDTH ACTUAL LOUVER SECTION WIDTH- /j/ Q� ACTUAL OVERALL LOW(7i WIDTH 1 INIIII�N\\\� 23 JAMB DETAIL LOUVER HEIGHT S 144 IN. MUWON DETAIL 24A LOUVER HEIGHT s 144 IN. MULLION DETAIL 24. LOWER HEGHT S 96 IN. RICE AUC 3 0 2017 ENGINEERING - PRODUCT REVISED 105 School Creek Trall as complying with the Florida Luxemburg, WI 54217 Building Code Phone: (920) 617-1042 NOA-No. 17-0919.05 I = (920) 617-1100 Expiration D t 11/0112022 '•dcc-l�c.cam Florida Finn No: 17-01000005061 By Cerfificate oTAuthorizalion: 49090 fi1lamt-D6db Product Control Wayne IC Helmila Registration No: 59092 NOTES: AVAILABLE SHAPES 1. OTHER SHAPES MAY APPLY PROVIDING THEY ARE SIMILAR TO THOSE SHOWN AND HAVE CORNER CONSTRUCTION AS DESCRIBED ON ALL SHEETS. 2. ALL SHAPED LOUVER PANELS ARE RESTRICTED TO THE SAME PANEL WIDTH AND PRESSURE AS THE RECTANGULAR LOUVER PANELS AND MAY BE STACKED VERTICALLY AND HORIZONTALLY THE SAME AS THE RECTANGULAR PANELS. 3 WHEN-SEC-T-IONS-EXCEED 36" IN LENGTH BLADE SUPPORT ANGLE AND BRACKET-S-ARE REQUIRED. fil PRODUCT REVISED as comp)yrng with the Florida Bullding Codo NOA-No. 17-0919.05 Expiration Dato 11/0112022 sy MiamrD d Product control w � O O Z (D LLLJ �W z ~ w A = A LIJ ao o O ,� 1 d- m: w I w v > p 0- tiN z p U v y OJ O U) � � J �r o m w C E SFC���'i� Z_ No. 59092 q STATE AL 1111101\ CEi AUG 3 0 2017 ENGINEERING 105 School Creek Trail Luxemburg, WI 54217 Phone:(920) 617-1042 Fax: (920) 617-1100 www.ricctinc.com Florida Finn No: F-01000005061 Certificate o1 Authorizagon: #9090 Wayne K Helmlla Registration No: 59092 ITEM DESCRIPTION MATERIAL NOTES 1 LOUVER HEAD 6063-T5 ALUMINUM 2 LOUVER BLADE 6DG3-T5 ALUMINUM WES' MAX, SPACING 3 LOUVER SILL 6063-T5 ALUMINUM 4 LOUVER JAMB 063-T5 ALUMINUM 5 LOUVER/DAMPER FLANGE 6063-T5 ALUIONUH 6 FORMED SLEEVE 5052-H32 ALUMINUM 1/0' FORMED SLEEVE -DEPTH VARIES 7A 1 1/2 X 1 1/2 X 1/4 ANGLE 6063-T5 ALUMINUM BLADE SUPPORT ANGLE 7B 1 1/2 X 1 1/2 X 1/4 ANGLE 6063-IS ALUMINUM USED AT HEAD/SILL/JAMBS OF SLEEVE 8 3 1/2 X 6 X 1/8 ANGLE 6063-T5 ALUMINUM JAMB ANLBF 9 1 3/2 X 1 1/2 X 1/8 ANGLE 61163-TS ALUMINUM USED AT HEAD/SDI/JAMBS OF LOUVER 10 1 1/2 X 1 1/2 X 1/8 ANGLE GD63-T5 ALUMINUM USED AT HEAD/SILL NG OF SLEEVE FLAE 11 3 X 6 X 5/16 STEEL TUBE A36 12 1 I/2 X 1 1/2 X 1/8 ANGLE 6C63-T5 ALUMINUM USED AT SILL AS BACK [IF SILL PAN 13 LOUVER BLANK OFF 6663-TS ALUMINUM IF REQUIRED, SPANS SILL OPE14LNG 14 DAMPER HEAD/SILL 6963-TS ALUMINUM 35 DAMPER JAMB 6063-T5 ALUMINUM 16 DAMPER BLADE 6063-T5 ALUMINUM 3.75 MAX SPACING 17 DAMPER BLADE SEAL SILICONE/RUBFR TYPE MATERIAL VARIES 18 DAMPER JAMB SEAL SS 19 —DAMPER—TOP/BOTTOM CLOSURE ALUMINUM --20A- DAMPER LINKAGE BAR GALV. STEEL 20B I DAMPER LINKAGE -MAR_ SS 21A I DAMPER AXLE BUSHING --------- BELRIN 213 I DAMPER AXLE BUSHING BRONZE 23C I DAMPER AXLE BUSHING SS 2PA I NON -DRIVE DAMPER kXLE ASST. ZC STEEL PIN V/10" BUSHING 22B NON -DRIVE DAMPER AXLE ASST. ZC STEEL PIN V/BR@IIE BUSHING 22C NON -DRIVE DAMPER AXLE ASST. ZC STEEL PIN W/ SS BUSHING 22D NON -DRIVE DAMPER AXLE ASST. SS PIN V/ DELRIN HUSHING 22E NON -DRIVE DAMPER AXLE ASST. SS PIN W/ BRONZE BUSHING 22F NON -DRIVE DAMPER AXLE ASST. SS PIN W/ SS BUSHING 23A DRIVE SIDE DAMPER AXLE ASST. ZC/GALV, STEEL 23B DRIVE SIDE DAMPER AXLE ASST. SS 24A 1/4 IRA. E-CLIP ZP PRODUCT REVISED ww, Ine Florida 243 1/4 DIA. E-CLIP SS 25 26 #9 X .75 TPH TYPE AB SMS R14 X .75 TEK SS ZP OW11nglc d NDA-Nc. 17-0919.05 ExplraUon D e 11/01/2022 27A 1/4-20 X L25 KH CS ZP 27B 28A 1/4-2D X L5 HH CS 1/4-20 SF NUT SS ZP By Miami-D d Pmduet Conbol 28B 1/4-20 SF NUT SS 29 REINFORCING STRAP I8-8 SS 30 1/4-20 X 562 BALL SWIVEL ZP 31A DAMPER BLADE DRIVE LEVER SS 313 DAMPER BLADE DRIVE LEVER GALV. STEEL 32 DAMPER MANUAL QUAD ASSY. 33 5/16 DIA.-LINKAGE ROD ZP 34 310 X 3/4' TPH SNS 3B-8 SS 18-8 SS 35 410 X 1 I/4' SMS 316 SS 316 SS 36 1/4' DIA. SS SCREW 1 1/2' LONG 37 1/4' DIA SS SCREW 1' LONG 38 1/8' DIA, BLIND RIVET ALUMINUM 39A DEAD LOAD SHIPS NOT 3Y MANUFACTURER 393 SEALANT AND BACKER ROD NOT BY MANUFACTURER 4D 5 1/4 X 2 X 1/4 ANGLE 6D63-T5 ALUMINUM USED AT JAMB OF LDNER/SLEEVE 41 4' CHANNEL 606E-T6 ALUMINUM USED AT JAMB OF LOUVER/SLEEVE 42 MLLLIDN SLEEVE BRACKET 5052-HL32 ALUMINUM 43 1 1/4 X 1 1/4 X 1/8 ANGLE 6D63-T5 ALLD41NUH K24 SIZE, JAMB ATTACHMENT ANGLE 44 SILL DAM ALUMINUM 45 BLADE SUPPORT, OPTIONAL GD63-T5 ALLL@NUM 46 STEEL MULLION END CAP (SM) STEEL FACTORY WELDED TO MULLION 47 ALUMINUM MULLION END CAP (SM) 5052-KIE! ALUMINUM FACTORY WELDED TD MULLION 48 STEEL MULLION END CAP (ICJ STEEL FACTORY WELDED TO KILLI64 49 ALUM MULLION END CAP 0.G) 505E-H 32 ALUMINUM FACTORY WELDED TO MULLION 50 MULLION KOUNTING ANG. BRACKET STEEL 36 KSL 09 6061-TES MULLION MOUNTING ANGLE, HS744 51 1/4' DIA THREAD STUD SS OR PLATED STEEL 1/2, MIN. LONG r` O CV r N rn 00 r O Z CO LD co z Z _ W q a Ld W m LLl q'o Z J _J d 2 LL] W vL)i� > Q U U) 2Z 0 > O q-N O O XZ oL) H J O �— pn _ ' (f) LJ 9131i w LL1 O J z w S6F X 65KSI Fy 1 BOLT/NUT OR TAPPING SCREW 1/4 7/ANG. L000 0.50 0.LES 3.766 \\\\` E K- HF< \\\ -�� G E N SF �j No. 59092 56G % 65KSI Fy BDLT/NUT OR TAPPING SCREW 1/4 6/ANT L000 0SD OJES 3.000 56H X SG 0.42 LAG 3/8 1 S/ANG. I L500 1 1.50 2375 13.766 56f X SG D.42 LAG 3/e I 4/ANG. I LEDO 1 1S1) 2.075 3.000 GENERAL NOTES, 1. IT SMALL BE THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL INTEGRITY OF THE DOST143 STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LONERS. �• 2. THE LOUVER HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ZONE (HVKq REQUREMENIS OF THE CURRENT STATE Q� Z FLORIDA BUILDING CODE (FBC) TO TEST PROTOCOLS ASS 201-94 (IMPACT). TAS- 202-94 (U)OFORM STATIC PRESSURE), TAS 203-94 (CYCLIC PRESSURE). AND, WITH VCD-40 DAMPER ATACHED AND DAMPER BLADES FULLY CLOSED. TAS 1DO(A)-95 (HIGH VELOCITY WIND DRIVEN RAIN). i /V z 3. LOUVER ASSEMBLY IS QUALIFIED FOR A MNOULDN DESIGN LOAD OF i/- 150 PST. ,� F /� \R\\ {• MAYAWUM SINGLE S-i,ION SZE IS 72' WIDE X 144' HGHL MAX114UM ASSEMBLED LOUVER SSE IS UNLIMITED WIDE X 1W HIGH. 5. S=ONS OR ASSEMBLIESLOADTMAYBE STACFROM KED VERTICALLY PROVIDING A SUITABLE STRUCTURAL SUPPORT IS DESIGNED AND INSTALLED 13Y OTHERS TO THE LDLNM //LSUPPORT ALL E CONCRETE MASONRY SMALL BE ASTM CEO. TYPE k 2,ODJ PS1 GROUT -FILLED. II till 7. THE SLEEVE MOUNT STYLE LOUVER UNJZES AN ANCHORUSS I STALIATION METHOD THAT ODES NOT REQUIRE THE USE OF FASTENERS INTO THE SUBSTRATE IT MAY BE INgAU.ED IN ANY SUBSTRATE THAT WILL WITHSTAND THE LOAM TRANSFERRED TO IT BY THE LOWER ALSO SE NOTE }l. AUG a. THE CONTINUOUS ANGLE MOUNT STYLE UTI ZES A CONTINUOUS JAMB ANGLE THAT IS ATTACHED TO THE SUBSTRATE BY FASTENERS. IT MAY BE INSTAUEDD IN CONCRETE, CMU, SFM. OR WOOD ACCORDING TO THE FA5FE1ER SCHEDULE AM SEE NOTE /1. CE 9. LOUVER ASSEMBLY WITHOUT VCD-40 DAMPER SHALL ONLY BE INSIALIED IN A LDGTION WHERE THE ROOM BEHIND THE LOUVER IS DESIGNED TO DRAIN WATER PENETRATING INTO THE ROOD AND THE ROOM WILL HOUSE WATER VS7 /wATR PROOF EQUIPMENT. COMPONENTS, OR SUPPLIES F.NGI]VEEXIIVG 10. UDUA4R ASSEMBLY WITH THE VCD-40 IbtU IER MAY BE INSTALLED IN A LOCATION WHERE THE ROOM BEHIND THE LOUVER IS NOT DESIGNED TO DRAIN 105 School Creek Trail WATER PENETRATING INTO THE ROOM OR THE ROOM WILL HOUSE NON -WATER RESSTANT/WATER PROOF EQUIPMENT, OOMPONENB• OR SUPPLIES. DAMPER BLADES MLST BE HILLY CLOSED DURING OCIRET.E RAIN OR BLOWN -WATER WEATHER EVENTS IN ORDER TO COMPLY WITH NOTE g10. Luxemburg. VA 54217 11. MSTAU.ER TO PROVIDE SEPARATION OF DISSMR.AR MATERIALS AS REQUIRED (SE CURRENT FBC)L SEE OLDER 2DIO FDC, BUILDING, 2DO3.B.4 FDR Phone: (920) 617-1042 MORE INFORMATION ON SEPARATION OF DIS5MIUR MATMAI c ALL ALUMINUM, STAINLESS Sn:EL (SS) AND PLATED/MATED STEEL PARIS PROVIDED BY MANUFACTURER ARE INHERENTLY CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING. Far (920) 617-1100 vmV.n.ce-mc.CDm 12. THE VCD-40 MAY BE OPERATED BY THE MMANUAI QUADRNIT SHOWN ON PACE 14/21 OR BY AN ELECTRIC OR PNEUMATIC ACTUATOR THE DAMPER'S ACTUATOR IS NOT PART OF THIS APPROVAL Florida Firm No: F-010DOD05061 -EMBEDMENT DEPTH IS EQUAL TO OVERALL FASTENER LENGTH FOR CONCRELE/CMU FASTENERS. 13. FRAME CONSTRUCTION. HEMS AND SUS ARE SQUARE CUE. JAMBS SQUARE CUT a HEAD AND SILL CORNERS ARE SECURED WITH (2) g10x1-1/4 Cer"cate of Authortzation:#9090 IF SHIMS ARE USED, FASTENER LENGTH MUST BE INCREASED BY THICKNESS OF SHIMS. SMS AND SIUCONE SEALED. BLADES ARE SECURED TO JAMBS WITH (2) g10x1-1/4 SMS AND WELDED O EACH END. Wayne K He1m0a 14. STE L/STAINLESS-SIEEL,/A XMOUM PARIS MAY BE MADE OUT OF ALTERNATE KIM THAT HAS EQUAL OR GREATER YIELD STRENGTH. NDTO THE CONTINUOUS ANGLE MOUNT FASTENERS DO NOT ACCOUNT FOR INSTALLATION INTO CRACKED CONCRETE THE SLED 15. BLADE SUPPORT ANGLE (AND OPTIONAL BLADE SUPPORT BRACKETS) ARE ONLY REQUIRED WHEN ACTUAL LOWER SECTION WIDTH IS GREATER TM 36 Registration No: 59092 MOUNT STYLE SETUP DOES ACCOUNT FOR INSTALLATION AROUND CRACKED CONCRM INCHES. 0 Il to 0 4.000 -I�i 0.081 V�J ODAMPER HEAD SILL 6063—T5 ALUMINUM 0 0 0.1 20 DAMPER LINKAGE BAR MATERIAL VARIES �--or 1,000 m rn 0 0.125 2.500 o.sss 0.062 O 0 0 15 DAMPER JAMB DAMPER BLADE 606 —TS At 6 6063—T5 ALUMINUM 0.618 0.375 2 DAMPER AXLE BUSHING (.445" LG.) MATERIAL VARIES O LOUVER JAMB N 9 SUPPORT ANGLE 0 0 6063—T5 ALUMINUM 0 N T E - 5.25D ----� 7 - I r 0.125 o LN 1.25D L AMB 43 ATTACHME AN LE 6063—T5 ALUMINUM LOUVER JAMB SUPPORT CHA EL 4 6061—T6 ALUMINUM t rD N 3.397 0.063 1 '� rn • � 0 rn O N 0.750 -- ! 0-081 44 DAMPER SILL DAM 45 SUPPORT BRAC ET ALUMINUM 6063—T5 ALUMINUM V• 0.317 7 DAMPER BLADE SEAL MATERIAL VARIES In t` W CD of 0 2.310 O 0.061 rn CN r Q0 z DAMPER JAMB SEAL Lj N o � 8 .007" SS O DAMPER TOP/BOTTOM P4 W z (V ¢ _ 1 9 C�LOSU� E z� w 1-- a AAWIII ¢ ¢ T q L U n M O BUSHING RETAINING RING ZZ NON —DRIVE DAMPER AXLE ASS , MATERIAL VARIES 4Z MULLION SLEEVE BRACKET 5052—H32 ALUMINUM KNURL PIN O u] �WC - O 3.620 O d N� I1Dnon PIN I v 4 JO O L'- (4 7) O O LEVER (,W] ox o z \ w L) E— Z3 DLLSIDE DAMPER AXLE ASSY MATERIAL VARIES -125-I/ 1.5'--4 12-000 PRODUCT REVISED g as complying with the Florida '000 Building Code NDa-No. 17-0919.05 Expiration Date 11101/2022 By Mlaml—Datfe&roduct Control K. C E 9 No. 59092 STATE �� AL liL C PNGINEERL?VG 1 D5 School CreekTrall Luxemburg, WI 54217 Phone: (920)617-1042 Fax: (920) 617-1100 w, Ace-inacom Florida Firm No: F-01000005061 Cerlificate of Authorization: #9090 Wayne K Helmffa Registration No: 59092 D 2.686 +�1 1 584 LENGTH MAY VARY, TYPICALLY 24.D r, _ I ALUMINUM CENTERED MULLION A B DRAIN HOLE FOR PAINT PROCESS N LOCATION N DRAIN I La HOLE I o A O O O O O O 00 0 0 MULLION 1 q ' B C I I u QD LbcnnoN B� _ I STEEL 1 w N o a LO ((�}1 I MULLION I O O " Q °° cV z (�f c_ 1 PEtOML�x wm I QUANTITY VARIES WITH I LOCATION i I ¢ a w F W i o FASTENER TYPE I I PERIMElsx WED 16 D a y y ALUMINUM MULLION END CAP I q % FOR SLEEVE MOUNT QUANTITY VARIES WITH I I SUBSTRATE EDGE - _ 5052-H32, 0.25 ALUMINUM FASTENER TYPE FIELD DRILLED O LIFTING LUG + + I 1 + + + d- A nnR �� 1 O STEEL MUWON END CAP �---� u�a W p Tn FOR SLEEVE MOUNT rn > Tn W 0.313 STEEL B n nM z O 0> —� A STEEL MULLION END CAP TOTUFTnN(G LUG pippp ❑❑J � J O O O DIM. DESCRIPTION i8 FOR CONTNUOUS ANGLE MOUNT ¢ LJ p Zp OR A >0.375/0.50 FOR 1/40 FASTENER IN ALUMINUM/STEEL--0,_31Zs,F 1 4 maLd01r�111�Ix > °�i:9L T=DL A >0.563/0.75 FOR 3/80 FASTENER IN ALUMINUM/STEEL FltL1 R 1/4/ 6 O Rom, 0 3 O Q B ZFASTENER SPACING DISTANCE `.J C >FASTENER CLEARANCE HOLE DIAMETER LENGTH MAY VARY. I O �Q D FASTENER SUBSTRATE EDGE DISTANCE TYPICALLY 13.5 FOR HEIGHTS96 AND 21.5 FOR HEIGHT>96 C 95ET GROUP CENTER = CENTER OF FASTENER HOLE PATTERN SUBSTRATE EDGE WELD BREAK ALLOWED z = W ¢ W -- --- AT GUSSET(S) o U 1 4 4 FILLER a W LENGTH MAY VARY, TYPICALLY 11.0 1 4 4 a Ld B QUANTITY VARIES WITH w FASTENER TYPE GUSSET SUPPORT I� �+ EXTRUDED ANGLE OR (IF REQUIRED) TWO WELD STYLE r A z D o WELDED PLATES 4"x4" TRIANGLE VARIES -�{ lo-- AT CENTER ±2" OPTIONS \\,I 1/// OgE L OREONE NEAR EACH END nWtR IFc GEN z B B C MULLION p w 6vssET �P �t SF y + O C, / O + 4 _�� mm FILLER N0. 59092 -_ a SUBSTRATE EDGE BC FIELD +/� B 1 4 4 - a + + + 1 4 4 FILLER A / QUANTITY VARIES WITH / g/2 FASTENER TYPE l/s AL B QUANTITY VARIES WITH A O SIDE VIEWS FILLER MAT'L 1 II1110 A FASTENER TYPE SHOWN AT ALUM=4043 OR 5358 ALUMINUM MUWON I_ND CAP 1/2 SCALE STEEL=E70XX AUG MULLION MOUNTING BRACKET CE 49 FOR CONTINUOUS AN MOUNT A B 50 FOR CONTINUOUS ANGL MOUNT ENGIlVCEMIG 5052-H32,_0.25 ALUMINUM VARIES, SEE B.O.M. & TABLES BELOW 105 School Creek Trall PRODUCT REVISED plying with M. Florida B.Ildln9 Cod. NOA-N.. 17-0919.05 Expimtlon D to 1110112022 By Mlam,Da .Product ...VW MULLION MOUNTING BRACKET TABLE 1 of E LOUVER HEIGHT SUBSTRATE LEG THK LOUVER LEG THIC. GUSSET THY, MIN CUT LENGTH MAT'L TYPE PROCESS TYPE 5144 4/2 i1/2 I NA 16.5 6061-TG EXTRUDED 5144 i7/16 a7/16 NA 24 A36 ROLLED X144 21/2 21/2 NA 18.5 A36 ROLLED 5144 25/16 z1/4 25/Ib 20 GD61-T6 WELDED 5144 25/16 23/16 25/16 20 STEEL WELDED MULLI IN MOUNTING BRACKET TABLE, 2 1IF 2 LOUVER HEIGHT ATE TFIK. LOUVER LEG THY GUSSET THY. MIN CUT LENGTH MAT'L TYPE PROCESS TYPE 596 4/2 NA 6.6 6061-T6 EXTRUDED 596 ;��7/16 k3/8 NA 12.34 STEEL ROLLED 596 i7/16 NA 9 STEEL ROLL596 6 21/4 JS/16 9 6061-T6 WELDED s96 6 23/16 25/1, 9 STEEL WELDED Luxemburg, WI 54217 Phone:(920) 617-1042 Fax: (020) 617.1100 envwAbc.com Florida Firm No: F-010D0005061 Celafxate of AlrthoraaUon: #9090 Wayne K Helrtdla Registration No: 59092