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HomeMy WebLinkAboutNotice of Acceptance 9 i MIAM 1•DADE R E C El V L D AA' 7 MIAMI-DADE COUNTY J7 i PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.mlamidade.aov/economy Next Door Company 1300 N.W.74'h Street Miami,Fl.33147 a 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 to 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"S-808-IL"Outswing Louvered Steel Doors-Impact APPROVAL DOCUMENT: Drawing No.W10-35 Rev F titled"Series"S-808-IL"Outswing Louvered Steel Door(LMI}'Sheets 1 through 6 of 6,prepared by Al-Farooq Corporation,dated 06-03-10 and last revised on APR 15,2015,signed and sealed by Javad Ahmad,.P.E.bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Not approved where Air and Water infiltration requirements are needed. 2. Door�and louver shall meet min yield and ultimate strength per sheet S. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product'Control Approved",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 renews NOA#14-0911.02 and consists of this page-1,and.,evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E.; , NOA No.15=0728.04 Mtttrti anDe CO Expiration Date: January 13,2021 Approval Date: January 21,2016 Page 1 SHOP DRAWING IEVIEW NO EXCEPTIONS TAKEN Z✓\� MAKE CORRECTIONS NOTED C y REV!SE AND PESU8PpIT REJECTED � t SUBMIT SPECIr-IF-D Cr f_C ,I:•� !G CONCEPT O. -iE INFORMATION (i!,L ' JIt- TRACTOR IS RESpo_N!�' ;-OR JIIVILN.:I. i•.:, CON- FIRMED AND CORRELATED AT THE JOB SITE; f=OFt iNF Vt.ATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINAT4ON OF THE WORK OF ALL TRADES. T I_Tcl� I BY n - Next Door Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files#see below) 2. Drawing No. W10-35 Rev F titled"Series"S-808-IL"Outswing Louvered Steel Door . (LMI)" Sheets 1 through 6 of 6,prepared by AI-Farooq Corporation,dated 06-03-10 and last revised on APR 15,2015,P.E. B. TESTS (submitted under files#14-0911..02/#12-0229.03/#10-0727.02) 1. Test reports on 1)Air Infiltration Test,per FBC TAS 202-94 (Not Performed) 2)Uniform Static Air Pressure Test Loading per FBCTAS 202-94 3)Water Resistance Test,per FBC TAS 202-94(Not Performed) 4)Forced Entry Resistance Test,per FBC TAS 202-94 5)Large Missile Impact Test,FBC TAS 201-94 6) CycIic Loading Test,per FBC TAS 203-94 Along with installation diagram of double outswing Louvered steel door,marked-up by Fenestration Testing Laboratories,Inc. Test Reports Nos. FTL 6167 (FTL09009) and FTL 6267 (FTL10049),,dated 04/28/10, signed and sealed by Jorge A.'Causo,P.E. Note: This test report has been revised by an addendum letter dated Dec. 10,2010,issued by Fenestration Testing Lab, signed and sealed by Jorge A. Causo,P.E. C. CALCULATIONS 1. Anchor verification calculations and stiuctural analysis,complying with FBC-2014,prepared by Al Farooq Corporation,dated 07/02/14 and last revised on JAN14,2015, signed and sealed by Javad Ahmad,P.E. . 2. Glazing complies w/ASTME-1300-02, -04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. 6167 (FTL09009) Sp#A-1 dated'04/14/10 per ASTM'A-3705 for steel face sheet,prepared by Fenestration Testing lab,signed&sealed by Carlos Rionda,P.E. 2. Notice of Acceptance No. 06-1228.07 issued to Carpenter Company for`BPS-Expanded Polystyrene Insulation',expiring on 04/11/17 3. Test Report No. 3145021COQ-004,dated March 28,2008, issued by Intertek.to Next Door Company for"RA-24"Batt Fiberglass,Insulation for"Self Ignition Temperature Test"per ASTM E-84-08 for smoke density&Flame spread and Test Report No. 3145021COQ-005, dated March 28,2008 for"Surface Burning Characteristics"per ASTMD-1929. 4. Test Report No. 3145021COQ-006,dated March 28,2008,issued by Intertek. to Next Door Company for"RA-24"Batt Fiberglass Insulation for"Rate of Burning"per ASTM D-63546. STATEMENTS 1. Statement letter of conformance to FBC 2014(5tt'edition)and"renewal with No change", prepared by Al Farooq Corporation,dated 07/21/15, signed and sealed by Javad Ahmad,RE 2. Statement letter of conformance to FBC 2014(51h edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 06/30/14, signed and sealed by Javad Ahmad,P.E. 3. Lab.compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA#12-0229.03,expiring on January 13,2021. shag I.Chanda,P.E. Product Control Examiner NO o.15-0728.04 Expiration Date: r Approval Date: a ' r 0py E-1 (4)ANCHORS o 26' AT HEAD �� N HEAD CORNERS AT 15-1/2"O.C. MAX. � I 0 Z ANCHOR OPTION ANCHOR OPTION F a AT GROUT FILLED HEAD C a al AT GROUT FILLED HEAD 0 0 100"MAX. 52'MAX. 0 'r v FRAME WIDTH (6)ANCHORS FRAME WIDTH IL 96, AT MTG.STILES cc O u AT 6"O.C. 48" 0�i e DOOR OPNG. DOOR OPNG. a C � 26' 26 t4 i HEAD CORNERS A ------ 6" A Q Irix (1) O 0d LOUVER BLADE SURFACE BOLTS C LOUVER BLADE c LENGTH VARIES AT HEAD/SILL WITH LENGTH VARIES \/ �J 38"MAX. 3/4'PENETRATION 38'MAX. v H (J)ANCHORS AT JAMBS AT 38-1/2"O.C.MAX.FOR o "� tE D AT 30 DOORS D.C. D.C..MM.FOR �g.{ u u ow n 7 Fi.OR LESS p u u o Fii CL 10. m, 3�� po o b� m� �\ � Oo Oo Q t- aLd 9 0cn n Q r M 1 0 zLL� 0 W C3 s PRODUCT;gxat ww Z:2: z INACTIVE ACTIACTIVEVE i `I •I �� �7 `7 lvgwhhtheFto IP C&pN. O 6l2 ` Papbstim D."M ISSM� SEE DETAIL II(I-- L '" SEE DETAIL m SEE DETAIL mwStrt-. '�ll SHEET SHEET 4 BSHEET 4--�FI - 2" c 8>3 6"MAX. 12'MAX. AT ANCHORS AT MTC.STILES H g•MAX., H toi g SILL AT J"D.C.00 Sltl o H u CORNERS CORNERS ANCHOR OPTION XX x AT GROUT FILLED JAMBS rk0l)UCfhKVWED o TYPICAL EXTERIOR-ELEVATIONS 1119 o ne na DY4Dy� t >>rc z PMAXIMUM DESIGN LOAD RATING = + 70.0 PSF E DOWN y.Tll THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1 1 (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF 1"k I' Nw O SHUTTERS ARE NOT REQUIRED. AS LIMITED 13Y CODE WI1� ;� e + moo c SERIES-8080—IL NOTE: o OUT—SWING LOWERED STEEL DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 0 4 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY En JAVAD'AHMAD DOORS NOT APPROVED FOR INSTALLATIONS WHERE 9`' ^o AIR AND WATER INFILTRATION RESISTANCE IS REQUIRED. HURRICANE ZONE (HVHZ). FIA Ems//70592 g ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS C .'3538 - a SEE SHEET 6 FOR VARIOUS FRAME SIZE OPTIONS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y FRAME JAMB TRIM (WIDTH) = 1-1/4'TO 2' ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE FRAME JAMB DEPTH = 4-3/4"TO 8-3/4" NOT PART OF THIS APPROVAL. FRAME HEAD TRIM (WIDTH) = 1-1/4"TO 4" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT AF 2015 drawing no. HEAD/JAMB DEPTH TO BE MATCHED, TRIM MAY VARY. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-35 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 6 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS U EDGE DIST. SEE ELEVS. EDGE DIST, SEE ELEVS. EDGE DIST. • SEE�L,EVS. z ° FOR SPACING '• y. _ .FOR SPACING .•FOR SPACING 'n a - °m r 12. • .'. ° CONCRETE ° •. •.CONCRETE O / rG B w �E- I w �' w Eg"'g wW I a w I 3a ¢O gGo 3 I < J IL w 1B I wu 49 �Z SURFACE BOLTS WITH z E Y: 17 3/4 PENETRATION g TYPICAL ANCHORS METAL ,zO SEE SHEET 5 FOR DESCRIPTION Q W � 16 SEE ELEVS. STRUCTURES Q METAL STRUCTURES NOT BY NEXT DOOR CO. FOR SPACING SEE SPEC •t MUST SUPPORT LOADS IMPOSED 1TY DOOR SYSTEM AND m TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. N oe o � 6 TYPICAL ANCHORS ® HEAD/JAMB: SEE ELEV. FOR SPACING Fo 0 _ 3/8" DIA. HLC SLEEVEANCHOR BY 'HI TI' Z v w DIRECTLY INTO fc'=3000 PS CONCRETE, 3-1/2- MIN. EDGE DIST. s= O I � P' a w N DRECTLY INTO fc'=2000'PSI MASONRY BLOCK, 4" MIN. EDGE DIST. e m m w �+ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) w m o O rn n can Vwi = .1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) i z U 1=-•`f_ = z z 9 3/8"DIA. SUP-R-SLEEVE ANCHOR BY 'MKT' p n� w d o W DIRECTLY INTO fc=3500 PSI CONCRETE (HEAD/JAMBS) IYPICASEAENEFI� METAL o S O m w- 3-3/4" MIN. EDGE DISTANCE FOR SPACING STRUCTURES S SPEC p Z o o W 1-1/4" MIN. EMBED d t o }/8" DIA. SLEEVE ANCHOR BY 'WEJ-IT' EDGE DIST. $ Z per) m DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EDGE DIST. No DRECTLY INTO fc=2000 PSI MASONRY BLOCK. 2-3/16" MIN. EDGE DIST. 2-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) m- 3/8" DIA. POWER BOLT BY 'POWERS' i 3i DRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST. 1 g '-3 3 DIRECTLY NTO fc'=2000 PSI MASONRY BLOCK. 3" MIN. EDGE DIST. \ t7 2-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1C .•.caour o W 2" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3000 PSI MIN. $ 3/8" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) (Rtblycl:T ioLsit. GROUT FILLED HEAD OPTION _ INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) 61-mPg1atOAIAtlrcPTmtiv D _ BulAnw C.dr g _ STEEL : Fy - 36 KSI MIN. 'A .eRRol C7 o c v �, a �_4• y AtODUCT ItkViSYD c o- -+ ALUMINUM : 6063-T6 MIN. R.pMtbepap *�y2� ummpyingwlLLTYeFlodir g S$ © 5 >=_ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Balding"t o u --._) 4urpn.te No/Yf^b`!/1.62• c TYPICAL ANCHORS ® THRESHOLD ONLY: k"q E`ar111O0 os3 3 1/4" DIA. ULTRACONS (FV=177 KSI,Fy=155 KSI) Engr.JAVAD AHMAD el��- ' 3 DIRECTLY INTO fc'=3000 PSI CONCRETE CIVIL .. 2-1/2" MIN. EDGE DISTANCE 8C a�5385g2 ' ^ d I „ CONCRETr'' 1-3/4" MIN. EMBED e A` TYPICAL ANCHORS CONCRETE AT HEAD,SILL OR JAMBS MIN, f'c - SEE APPLICABLE ANCHOR o 1/4'DIA.ULTRACONS drawing no. 1-1/2"MIN.EMBED EDGE DIST. SEE ELEV.FOR SPACING SEALANT: W10-35 ALL JOINTS AND CORNERS SEALED WITH SILICONE. A? q�2015 sheet 2 of 8 TYPICAL ANCHORS III: SEE ELEV.FOR1/4-MAX.SHIM SPACEto 0oaO M U 4A 19 O O$ v V o pHp�� C,0.2 16 O•y¢d�cc a METAL NOTCHED LOUVER ANGLE STRUCTURES - ATTACHED TO DOOR SKIN WITH SPOT WELDS O WELDING ELECMI E +�Z E60t3 FOR STEEL Q Ui Rt E308L-16 FOR ST.STEEL ---� EXT. 0 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV. LOUVER BLADES FOR SPACING WELDED TO ANGLES �, n 1/4-MAX. AT EACH END z 1/4-MAX. O �f O If Lj LC SHIM SHIM SPACE w °' C a D ,/ O t Rib 1E11 ..WNG SCREWS V Y - AT 2•FROM ENDS ky n M AND 9.O.C.MAX. I O M._ 4 5o a IN—ACTIVE ACTIVE .03Z t�y 11 tt i o 14 9 9A IB 20 21 10 10 p , EMBZTP: EMBED• N lllLLLLaaazlllll M�F Ll rn ^•i:•y:❑ � O r ppppppE•.. p� WP 'P .v�t:•�. OR EXT. o¢o'• 14 t9 83 uo p EXTERIOR tt o w 13 Ngd TYPICAL ANCHORS `o SEE ELEV.FOR SPACING ? LOUVER BLADE LENGTH LOCK OPTIONS u g 8 a 1/4-MAX SEE SHEET 1 SEE SHEET 5 SHIM SPACE OPNG.WIDTH FO MAX,FRAME WIDTH SEE SHEEP I AIUDUCT kRVIbW rnr07Ut wk►1!e nod& • PRODUCT�h6Wtu Mldlat Qodt p = u eoaptyLlg ill,it l}'1t flntlN.• gyp4��No1Datb�`. ( Engr.JAVAD A HD - CIVIL EMBED A. E 92 CA JS39 Cepfnll®oeee DNw•!G Dwata u W Z015 .. GROUT w 9 Gt z o' ........ 3000 PSI MIN. drawing no. EXr. W10-35 SROUT FILLED JAMBS OPTION sheet 3 of g � r 1 r\ U v O 2 TYPICAL ANCHORS 1/4"MAX. I SEE ELEV. FOR SPACING SHIM ZO J 1/4"MAX. T �p 1/4"MAX. SHIM SPACE SHIM SPACE a (• © O 0 U TYPICALANCHORS OSEE ELEV. a 7j FOR SPACING p — - pa4 EMBED „�... •EMBED 8 EMBED m ¢" _ •"L.,,�. 'A Q Ili .if F u p N W J N ..U O 5 EXTERIOR LOCK OPTIONS 2 :;.e LOUVER BLADE LENGTH SEE SHEET 5 SEE SHEET 1 �• } 48"MAX.OPNG.WIDTH d W MAX. FRAME WIDTH SEE SHEET 1 0 r, n 0O n M 1 So 0 3 m .1 O Z V W C,� N z r2 m� O 1-3/8"X 1-3/4'X.053'THK. STEEL/ST.STEEL ANGLE,4"LONG WELDED TO FRAME JAMBS `0��55 PRODUCT h6f'4ni./ "Wut llf kkV1MLD La7`33 RR SUB CHANNEL w mNy4ep xil(�tAe Floruu r eemplTlee whb lM l7a"6 u3 U S 1B CA STEEL Duldlcy-Code `' Boldlt—N „- _"V m o A,eeeplsoee Na -6 2�r D$ Araqunae fig L 4"X 1-3/4"X.067'INK. � dPU'ell� Ze2� L.pIn11w DW STEEL/ST.STEEL ANGLE, 4'LONG 14— j WELDED TO SUB CHANNEL k It, j�1 ♦DII��de m �-o el a Engr,JAVAD AHMAD a •T g CIVIL n FI1. 70592 C.A. 3538 3/16'DIA ULTRACONS 3/16"DLL ULTRACONS o b 1-1/2"MIN.EMBED INTO GONG. 1-1/2'MIN.EMBED INTO CONC. 0 AT 2-1/2'O.C. AT 2-1/2"O.C. R drawing no. BOTTOM CORNER ANCHORS DETAIL W10-35 she6t 4 of 6 ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS U o 1 - AS REQD. FRAME HEAD/JAMB(4-3/4'X 1-1/4') STEEL/ST.STL 16 GA. (.0537 MIN.Fy-47A KSI.Fu-56.6 KSI tA _ - AS REDD. FRAME HEAD/JAMB(5-3/4'X 2') STEEL/ST.STL 16 GA(.053•)MIN.Fy=47.1 KSI,Fu-56.6 KSI ,Y I 18 - AS REQD. FRAME HEAD/JAMB(8-3/4'X 47 STEEL/ST.STL. 16 GA. (.053-)MIN.Fy=47.1 KSI,Fu=56.6 KSI Z 3 1C - AS READ. FRAME HEAD/JAMB(4-3/4"X 2') STEEL/ST.STL 16 GA(.053')MIN.Fy=47.1 KSI,Fu=56.6 KSI 0 2 - AS READ. FRAME JAMB (8-3/4-X 2-) STEEL/ST.STL 16 GA.(.0537 MIN.Fy=47.1 KSI.Fu-56.6 KSI ul 3 2005AT 1 THRESHOLD ALUMINUM PEMKO 0 o 0 4 - AS READ. BOLT SPACER(1-1/4-FRAM STEEL/ST.STL 18 GA. a v 4A - AS READ. BOLT SPACER(2-FRAME) STEEL/ST.STL. 18 GA IL IL C 48 - AS READ. BOLT SPACER 4"FRAME) STEEL/ST.STL. 18 GA Q G V 5 - AS READ. HAT STIFFENER IN PAIRS STEEL/ST.STL. 22 GA. (� . 6 - - DOOR STEEL/ST.STL. 16 CA (.053')MIN.Fy=47.1 KSI. Fu=56.6 KSI 0'op W 7 - 2/LEAF TOP AND BOTTOM RAIL CHANNEL(FULL LENGTH) STEEL/ST.STL 7/8 X 1-21/32 X 7/8 X 14 GA. a<p 8 - 1/LEAF TOP RAIL CAP(FULL LENGTH) STEEL/ST.STL. 3/4 X 1-1/2 X 3/4 X 16 GA 9 - 1 POLYSTYRENE EPS CARPENTER CO.W/CURRENT NOA Q w 3 41 N 9A - 1 THERMAL INSULATION - OWENS CORNING RA-24 BATT J z 1N4 Q ti 10 - 2/LOCK SPACER STEEL/ST.STL 12 GA a Z Ly d 11 - _ - FIAT BAR ASTRAGAL STEEL/ST.STL 12 GA. ul ei h- 12 S88 AS REQD. FRAME W'STRIPPING VINYL PEMKO 13 J/LEAF MORTISE HINGES STEEL 14 - 2/HINGE HINGE REINFORCEMENT(FRAME/DOOR) STEEL/ST.STL 1-1/4-X 10"X 7 GA 16 - AS REQD. Z LOUVER BLADE STEEL/ST.STL. 16 GA (.053')MIN.Fy=49.0 KSI,Fu=53.1 KSf o m 17 - 2/LEAF LOUVER ANGLE(HORIZ.) STEEL/ST,STL 15 GA (.053')MIN.Fy=49.0 KSI,Fu=53.1 KSI u^> 18 - 2/LEAF LOUVER ANGLE(VERT.) STEEL/ST.STL. 16 GA (.0537 MIN.Fy=49,0 KSI. Fu-53.1 KSI } LOCK OPTIONS: SLIDE BOLTS 19 - 2/LEAF LOWER ANGLE(NOTCHED) STEEL/ST.STL 16 GA (.053')MIN.Fy=49.0 KSI, F6=33.1 KSI �j INTERIOR SIDE 20 - 2/LEAF HINGE STILE REINFORCEMENT TUBE,FULL LENGTH STEEL/ST.STL 12 GA(ADO-)MIN.Fy=49.0 KSI, Fu=53.1 KSI D.W ACTIVE LEAF: OPTION #1 21 - 1/LEAF MTG.STILE REINFORCEMENT TUBE,FULL LENGTH STEEL/ST.STL 12 GAMIN.MIN.Fy-49.0 KSI,Fu=53.1 KSI o O 'SCHLAGE' L SERIES MORTISE LOCK 22 - 1/.LEAF EDGE REINFORCEMENT STEEL/ST.STL 14 CA O m (FUNCTION MUST INCLUDE DEADBOLT) ST.STEEL MIN. Fy-51.9 KSI LL' n a MOUNTED 38"FROM FINISHED FLOOR -- ST.STEEL MIN.Fu-86.7 KSI I O M " TO CENTERLINE OF STRIKE ) 00 3 Z L N � •n ixectNE PRODUCT"Newto o " SLIDE BOLTS OPTION 01 acwpbin/wNhtEeNotlaf Z M INTERIOR SIDE Auld N HINGES: OPTION 82: �*� zG 'YALE' 6800 SERIES MORTISE LOCK MORTISE HINGES 3 PER LEAF AT 7-1/4'FROM TOP TO yti (FUNCTION MUST INCLUDE DEADBOLT) CL OF HINGE.AT 12-1/4'FROM BOTTOM TO CL OF HINGE, MOUNTED 38'FROM FINISHED FLOOR -__ CENTER HINGE EQUALLY SPACED FROM TOP&BOTTOM HINGE TO CENTERLINE OF STRIKE - -- -- FASTENED WITH #12-24 X 1/2"FH MACHINE SCREWS gg $$ FOUR PER HASP(LEAF). p IRODUCT kirVIND o f5 5 "0 DOOR EDGE CONSTRUCTION OPTIONS: muldiftcok rMikr14 ' SLIDE BOLTS OPTION®2 11"Vt mNo 0 )•O m INTERIOR S1DE OPTION A7: 8cpinIs"fle ei w 2 91001 OPTION B3: LTn.. 'DALE' 5400LN SERIES CYLINDRICAL LOCK LOCK SEAM EDGE CONSTRUCTION Mbr 19odWtGv iU ,. (PASSAGE)AT 38"FROM FINISHED FLOOR. ' --- -_--_ _ •.�:.N STANLEY' 941 SURFACE MOUNTED HEAVY DUN t °o n HINGE HASPS AT 48'FROM FINISHED FLOOR WITH �� 'BEST' 410 SERIES PADLOCK. LOCK SEAM `:'Y c wAcmE OPTION#3(W/PADLOCK) g gA INACTIVE LEAF .OPTIC Engr. va0 AHMAD TYPICAL EXTERIOR ELEVATIONS CML ro 'MCKINNEY'SB12HD SURFACE BOLT BUTT SEAM EDGE CONSTRUCTION FU. /70592 a � SEE SHEET 1 FOR MAX.SIZE CONTINUOUSLY -- }' a MANUALLY OPERATED 12"LONG SLIDE BOLT ) 3538 AT TOP AND BOTTOM OF LEAF WELDED SEAM IgA. AT STRIKE 4-7/8'X 1-1/4"% 1/16'MOUNTED 3B"FROM FINISHED FLOORTO CENTERLINE OF STRIKE.NOTE:TOP AND BOTTOM SURFACE BOLTS MUST BE EDGE CHANNEL W10-35 ENGAGED DURING PERIODS OF HURRICANE WARNING: 3/4'X 1-21/32'X 1/2' sheet 5 of 6 s � � I 4.750 MIN. - 2.625 MAX. fl12-24 MS [ o �4.174� 4 PER LEAF 1.500� �/ z 1.250 .053 � 4.5W 1.875 MAX. •053 --5T00 1.743 .042 1.938 � 1 Z j I ( 11 2.500 O 1.938 1.250 1.562 1.000 ® I I .500 •053 C 4 O 0 FRAME HEAD JAMB Q4 BOLT SPACER i I 4.500 5.750 MIN.' I I 16 �2.590� Q LOWER BLADE 8.756 MAX, 4.873 + I I + c m IL<1. �11,125 250 MIN. .053 n24002.625 MAX, 072. .042 35vio.134"THICK HINGE1.938 1.873 1.938 7.938 1A FRAME HEAD/JAMB 4A BOLT SPACER . tRODUCItEhe,w Buldil.Ah'48 MPo tpe MKW a 8.750 MAX. �5.174� t2..011 50 MIN. Acct Has i _072 •D �o MAX, Etpinrya� ^n .053 Q FRAME JAMB 1,250 MIN. ,042 j 4.000 MAX. 4.625 MAX. n m 4.493 Q^M N FRAME CONTINUOUSLY WELDED - INTERLOCKED v Q 3 J m AND GROUND SMOOTH TABS Z 17< ta 1.938 4.673 1.938 1.125 ta oM N tB FRAME HEAD 4B BOLT SPACER r-3.500--1 4.750 MIN. .828 026 n .053 2.000 Q67 2.625 MAX. 1.625 OO HAT CHANNEL REINFORCING I ° Q Q o 1.625 ns 1s3e 1ss2 „�o 5po 1.250 e a m .250 �� 1Q FRAME HEAD/JAMB (GROUT FILLED) 22 EDGE REINF. FRAME CORNERS g a W�• 5.000 Q BUMPER THRESHOLD' t,75Q 093 Engr.ONAO AHWD c o CIVIL AIIQ2WTYttYUD 41tc �.7 .BtaNY LM IMeI�1.250 592 rfW 11.6.053 omikka owe -�_�0 1,09 4 .053 1.625 .093 1.62 c� Na) -ftom 1.187 .053 1.000 F� 6awing no.1,625� 2.soo tD�` `� (W10-35 17 LOUVER ANGLE (HORI2.) 1E LOUVER ANGLE (VERT.) 19 LOUVER ANGLE (NOTCHED) 20 HINGE STILE REINF. 27 MTG. STILE REINF. sheet 6 of B MIAM1'C MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT, AND REGULATORY AFFAIRS 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww,v.miamidade.gov/pera Southeastern Metals Manufacturing Company,Inc. 11801 Industry Drive Jacksonville,FL.32218 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-bade County PERA-Product Control Section to 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. PERA 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 Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: SEM-Lok Snap Standing Seam Aluminum Roof Panels LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",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 consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY NOA No.:41-0714.07 A Expiration Date:08/30/17 Approval Date:08/30/12 Page 1 of 5