Loading...
HomeMy WebLinkAboutNotice of Acceptance (2) P,ECEIVLD AP v MIAMI•DADE � 7 j;7 MUM-DADE couNTv ,� 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) _ -wymy.inlamidade.jovleconomy Next Door Company 1300 N.W.7411 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 reseives 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 5. 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 endorsementof 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 014-0911.02 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,. QI-DADE CO NOA No:15=0728.04 Expiration Date: January 13,2021 Approval Date: January 21,2016 Page 1 ,t SHOP DRAWING RIEVIEW NO EXCEPTIONS TAKEN MAKE CORRECTIONS NOTED REV!SE AND PESUBM.!T R=jECTED SUBMIT SFE:CIFIED CONCEPT Ol.- 7 INFORMATION TRACTOR IS REST CINS' !,;!_.- I-OR CON- FIRMED AND CORRELATED AT THE JOB SITE; FOR I W•-.�ViATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES-OR TO TECHNIQUES OF CONSTRUCTION, AND FOR COORUINARfbN Of THE WORK OF ALL TRADES. FI-NNVOLD ARCHITLCTURt,1:W. DATE.Az/11- i 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 Al-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) Cyclic 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 structural 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 Bruning"per ASTM D-63546. STATEMENTS " 1. Statement letter of conformance to FBC 2014(51h 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(51" edition)and letter of no financial interest, b Al Farooq Corporation,dated 06/30/14 signed and sealed b Javad Ahmad prepared Y q p � g y ,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. shaq I.Chanda,P.E. Product Control Examiner NO o. 15-0728.04 Expiration Date: ry , Approval Date: a ` ' r , 010py E 1 26' (4)ANCHORS AT HEAD {� HEAD CORNERS AT 15-1/2"O.C. MAX. M I 0 z ANCHOR OPTION ANCHOR OPTION F• a AT GROUT FILLED HEAD AT GROUT FILLED HEAD a N al O o 0 100'MAX. 52"MAX. C) FRAME WIDTH (6)ANCHORS FRAME WIDTH a ru 96' AT MTG.STILES AT 6"O.C. 48' Q M1 DOOR OPNG. DOOR OPNG. 26" 26' O W i HEAD CORNERS A ' - \` 6, A p a¢a 1°0 botiptt li tll s N U.Z�- C LOWER BLADE SURFACE BOLTS C LOWER BLADE E -- F LENGTH VARIES AT HEAD/SILL WITH LENGTH VARIES 38'MAX. 3/4"PENETRATION 3B'MAX. N (3)ANCHORS AT JAMBS AT 38-1/2'D.C.MAX.FOR o m D B FT.DOORS $ AT 30"O.C.MAX.FOR c4 a � a am 7 FT.OR LESS x a ° Z i o> W a < at ' O 5 O OOLd a mo ownO1o �� � a = - ss o = O v) n U Q n M 1 m 0 O�v O p PRODUCT 9,CNtWjA0 m Z i INACTIVE ACTIVE ACTIVELdj `7 x -.A, A nee N. - ) - Riptmdsn Dnfm 1 SHEET 4 ZEE E 4 `-' m� SEE DETAIL m SEE DETAIL ' mw Ski '� "• C.B SHEET 4 B 12" a o o o+$'" 6"MAX. 12"MAX, o `` �(3)ANCHORS AT MTG.STILES MAX. MAX. o ° Slll AT 3"O.C. CORNERS CORNERS ANCHOR OPTION Q • XX X AT GROUT FILLED JAMBS MODUCr-AWED in g 4� u no h►1►e Fla 2i TYPICAL EXTERIOR ELEVATIONS 1Y N.Iyoq)1.o �m,%IMUIVI DESIGN LOAD RATING = + 70.0 PSF Eryk�dw ONe'7As1_1 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1 1 c ^' SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF lt4 1Aq o o :1 a SHUTTERS ARE NOT REQUIRED. AS LIMITED BY CODE SERIES-8080—IL NOTE: 0 OUT-SWING LOWERED STEEL DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. c 4 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY En r.JAVAD'AHMAD e DOORS NOT APPROVED FOR INSTALLATIONS WHERE HURRICANE ZONE(HVHZ). n CmL AIR AND WATER INFILTRATION RESISTANCE IS REQUIRED. LTA. E/I 70592 m ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS C ..X538 SEE SHEET 6 FOR VARIOUS FRAME SIZE OPTIONS. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y FRAME JAMB TRIM (WIDTH) /4"TO 8-3/4 1-O 8 TO 2" ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE a " NOT PART OF THIS APPROVAL. FRAME JAMB DEPTH 4-3/ FRAME HEAD TRIM (WIDTH) = 1-1/4"TO 4' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Ap 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 of 6 • v EOCE DIST. TYPICAL ANCHORS TYPICAL ANCHORS EDGE DIST. TYPICAL ANCHORS �(] vo EDGE DIST. w _ SEE ELEVS. SEE ELE15. . SEE(:LEVS. 14. FOR SPACING '• 1� _ .FOR SPACING _ w ,FOR SPACING 12. "• a' n CONCRETE . �Y M '.CdN&ETE a o �Z z B �E � a ww Ia z Ia �a Goi o o O `=� mLL ur I Q:O 14 7 O o O ILaM g � SURFACE BOLTS WITH S • 17 3/4'PENETRATION J p Q SEE SHEET 5 FOR DESCRIPTION TYPICAL ANCHORS METAL Q 16 FOSEE R SPAC NG TRR ES O METAL STRUCTURES NOT BY NEXT DOOR CO. C ,t MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND 1O TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. J � e _ o � 0 5 TYPICAL ANCHORS ® HEAD/JAMB: SEE ELEV. FOR SPACING o y > v Nr 3/8" DIA. HLC SLEEVE ANCHOR BY 'HILTI' tt VVV�III Z w DIRECTLY INTO fc'=3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. w�+ O I d Lu DIRECTLY INTO fc'=2000'PSI MASONRY BLOCK, 4" MIN. EDGE DIST. < 0 w �+ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) �'' m O n vi = OM .1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) w z V F Ir �t w Z a 3/8" DIA- SUP-R-SLEEVE ANCHOR BY 'MKT' TYPICAL ANCHORS METAL sr'i' O 0 0 W DIRECTLY INTO fc=3500 PSI CONCRETE (HEAD/JAMBS) SEE ELEvs. 0 5 O o: (~ 3-3/4" MIN. EDGE DISTANCE FOR SPApNC SSTEREUCTUCES o p Z o oW 1-1/4" MIN. EMBED d o "1/8' CIA, SLEEVE ANCHOR BY 'WEJ-IT' EOCE DIST. = DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EDGE DIST. yo , DIRECTLY 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 a 3/8' DIA. POWER BOLT BY 'POWERS' x i DIRECTLY INTO fc'=3000 PSI CONCRETE, 3" MIN. EDGE DIST. w 1 g DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 3" MIN. EDGE DIST. \vx o 17 2-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) GROUT - 2' MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 1C 3000 Psl MIN. ! 3/8" DIA- SMS OR MACHINE BOLTS (MIN. GRADE 2 CRSI f'F Alftllkeieawnu, GROUT FILLED HEAD OPTION _ J INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) �>tena�ylo�611AiEemorua B 9otd1all Cnde STEEL - Fy - 36 KSI MIN. 'Aessp.n..Nol -27-4.ny AWuUCTMCVLtw ALUMINUM : 6063-T6 MIN. B=pintim1)af. */2.2� .—p(ringwhYlMFlodk. O 5 >=._ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Deldly Cde S 4nnpu.ce(o/y"bt//.02• E o n W,. ") TYPICAL ANCHORS ® THRESHOLD ONLY: E`ae t1opD` o o 3 1/4" DIA. ULTRACONS Fu=77 KSI,F=155 KSI ( 1 Y- ) Engr.JAVAD AHMAD a •1 c DIRECTLY INTO fc'=3000 PSI CONCRETE AE,ALsss 2-1/2" MIN. EDGE DISTANCE I•' CONCRETE'' 1-3/4" MIN. EMBEDTYPICAL ANCHORS CONCRETE AT HEAD,SILL OR JAMBS MIN. Pc - SEE APPLICABLE ANCHOR1/4"DIA-ULTRACONS draw1-1/2'MIN.EMBED SEALANT: W10-35 EDGE DIST. SEE ELEV.FOR SPACINGALL JOINTS AND CORNERS SEALED WITH SILICONE. sheet 2 of 6 • c TYPICAL ANCHORS o SEE ELEV. {� z FOR SPACING M 1 4"MAX. o SHIM SPACE G F f Z a w 1 IL to tti 6 0W �( V 4A 19 C LL O�i a - --- QaQo 16 Q E 1 N METAL NOTCHED LOUVER ANGLE (� STRUCNRES ATTACHED TO DOOR SKIN d LL Z _4 WITH SPOT WELDS .1 f: WELDING ELECTRODE ZZ U��f EDING FOR STEEL Q w all E308L-16 FOR ST.STEEL O EXT. a � 1 TYPICAL ANCHORS o"o SEE ELEV.FOR SPACING TYPICAL ANCHORS SEE ELEV. LOUVER BLADES o n FOR SPACING WELDED TO ANGLES } M p-1/4'MAX. AT EACH END to Z I 1/4'MAX Lj SHIM SHIM SPACE X 3/4' g 0 N n PH SELF-GRILLING SCREWS i OHµ AT 2'FROM ENDS 4 AND 9'O.C.MAX. Q 1- S O IN-ACTNE 11 ACTNE 20 2t Fx W EMBED'- EMBED.* w Z G'i � g n' � y'�L•'�' uo� u 0 EXT. 0¢ ° 14 19 i'i 3 o 22 6 D EXTERIOR 13 y g TYPICAL ANCHORS `o SEE ELEV.FOR SPACING COINER BLADE LENGTH LOCK OPTIONS 1/4'MAX• SEE SHEET 1 SEE SHEET 5 SHIM SPACE OPNG.WIDTH �------ FO MAX. FRAME WIDTH SEE SHEEP 1 0 0, .9� 99 9 m u o w r PRODUCT IUIVIbQD O ---- PR[TDUCI N(;NBWt•T ~�Phus whh l4 Mfd. o L �Lll I u eo® �dIM Q•de , F$'�nilh 11� Engn JAVAD AHMPD EMBED, � el�NOhIS•672. 3i FIAhPE 359E l 2015 o 3 o�e " GROUT PSI MIN. w $ V z yy drawing9 no. ::::,'::En. W10-35 GROUT FILLED JAMBS OPTION sheet 3 of 6 U " �y� Z TYPICAL ANCHORS 1/4'MAX.SEE ELEV o " FOR SPACING SHIM Z m j 1/4"MAX. F 1/4'MAX. SHIM SPACE SHIM SPACE © O TYPICAL SEE �ANCHORS a ny U FOR SPACING a q LL 0�i v c,0 IL W EMBED' •EMBED ••n = .EMBED LL Z?tr(oy1� 8 0: z ' — W • z 0' O o O ..K Z W J N EXTERIOR LOCH OPTIONS 2 e u o LOUVER BLADE LENGTH SEE SHEET 5 SEE SHEET 1 EXT. Z 48'MAX.OPNG. WIDTH d W tc O_ MAX. FRAME WIDTH SEE SHEET 1 of p Of M S Oo^Me d ZLLI o 0 O Z�2 m O 1-3/8"X 1-3/4'% 053'THK. STEEL/ST.STEEL ANGLE,4'LONG WELDED TO FRAME JAMBS IAA a PRODpUryCl�I w.4nio ruoot CP W189Y 18BGA.CHANNEL EL Buldlmey-codexilG tAe Flanm Bold)sC de h►1►e FbrtM AeeegeoeeNe -6 2NIDy- +asqu�e►7o1Tf 02" m= 4'X 1-3/4"%.067"THK. Eipin0Do ft 7,2) E.Plnllw%ft L STEEL/ST.STEEL ANGLE, 4'LONG \•� ,�. u1 WELDED TO SUB CHANNEL k 1f(� eY 11mkvmibvwmaww Mod D*Ae I II . �Cuome. &gr.JAVAD AHMAD •1 g CIVIL FHA.PE d 70592 C.A. 3538 Sa. 3/16'DIA.ULTRACONS 3/16-DIA.ULTRACONS o v $ 1-1 le MIN.EMBED INTO CONC. 1-1/2'MIN.EMBED INTO CONC. (� AT 2-1/2'O.C. AT 2-1/2"O.C. R drOwing no. W10-35 BOTTOM CORNER ANCHORS DETAIL sheet 4 Of 6 I M a ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANE./SUPPLTER/REMARKS U U 1 - AS RE00. FRAME HEAD/JAMB(4-3/4"X 1-1/47 STEEL/ST.STL. 16 GA. (.0537 MIN.Fy=47.1 KSI,Fu=56,6 KSI n to _ - AS REQD. FRAME HEAD/JAMB(5-3/4-%2") STEEL/ST.STL 16 GA. (.053')MIN.Fy=47.1 KSI,Fu=56.6 KSI ,Y I 18 - AS READ. FRAME HEAD/JAMB(8-3/4'X 4') STEEL/ST.STL 16 CA. (.0537 MIN.Fy=47.1 KST,Fu=56.6 KSI Z 1C - AS READ. FRAME HEAD/JAMB(4-3/4'%2') STEEL/ST.SR. 16 GA, (.053')MIN.Fy=47.1 KSI,Fu-56.6 KSI 0 m 2 - AS READ. FRAME JAMB (8-3/4"X 2") STEEL/ST.STL. 16 GA. (.053') MIN. Fy-47,1 KSI,Fu-56.6 KSI P 3 200SAT 1 THRESHOLD ALUMINUM PEMKO O o 0 4 - AS REQD. BOLT SPACER(1-1/4-FRAME STEEL/ST.SR. 18 GA 4A - AS REQD. BOLT SPACER(2"FRAME) STEEL/ST.STL. 18 CA 4B - AS REQD. BOLT SPACER(4"FRAME) STEEL/ST.STL. 18 CA 14 O 0 F a 5 - AS REQD. HAT STIFFENER IN PAIRS STEEL/ST.STL. 22 CA. 0G 6 - - DOOR STEEL/ST.STL 16 GA. (.053') MIN.Fy=47.1 KSI, Fu=56.6 KSI 0'00,�t7 7 - 2/LEAF TOP AND BOTTOM RAIL CHANNEL(FULL LENGTH) STEEL/ST.STL. 7/8 X 1-21/32%7/8 X 14 GA 0 d Q 8 - 1/LEAF TOP RAIL CAP(FULL LENGTH) STEEL/ST.STL 3/4 X 1-1/2 X 3/4 X 16 GA 0 ya a C 9 - 1 POLYSTYRENE IFS CARPENTER CO.W/CURRENT NOA Q w 3 41 E 9A - 1 THERMAL INSULATION - OWENS CORNING RA-24 BATT LL W - a ..� 2 C' 10 - 2/LOCK SPACER STEEL/ST.STL 12 GA. Q Z ry� L{ 11 - - FLAT BAR ASTRAGAL STEEL/ST.STL 12 GA. lu e7 F 12 S88 AS REQD. FRAME W'STRIPPING VINYL PEMKO 13 3/LEAF MORTISE HINGES STEEL 14 - 2/HINGE HINGE REINFORCEMENT(FRAME/DOOR) STEEL/ST.STL. 1-1/4"X 10"%7 CA. 16 - AS REQD. Z LOUVER BLADE STEEL/ST.STL. 16 CA (.053')MIN.Fy=49.0 KSI,Fu=53.1 KSI o Mm 17 - 2/LEAF LOUVER ANGLE(HORIZ.) STEEL/ST.STL. 16 GA (.053)MIN.Fy=49.0 KSI.Fu=53.1 KSI ^ 18 - 2/LEAF LOUVER ANGLE(VERT.) STEEL/ST.STL. 16 CA (.0537 MIN.Fy=49,0 KSI. Fu-53.1 KSI } LOCK OPTIONS: SUDE BOLTS 19 - 2/LEAF LOUVER ANGLE(NOTCHED) STEEL/ST.STL. 16 CA. (.053')MIN.Fy=49.0 KSI,FO=93.1 KSI ACTIVE LEAF: INTERIOR SIDE 20 - 2/LEAF HINGE STILE REINFORCEMENT TUBE,FULL LENGTH STEEL/ST.STL 12 GA(.100')MIN.Fy-49.0 KSI.Fu=53.1 KSI d 21 - 1/LEAF MTG.STILE REINFORCEMENT TUBE,FULL LENGTH STEEL/ST.STL 12 GA(.100')MIN.Fy-49.0 KSI,Fu=53.1 KSI N OPTION A1: C) 'SCHLAGE' L SERIES MORTISE LOCK 22 - 1/.LEAF EDGE REINFORCEMENT STEEL/ST.STL 14 CA . I) (FUNCTION MUST INCLUDE DEADSOLT) ST'STEEL MIN.Fy=51.9 KSI 9 MOUNTED 38"FROM FINISHED FLOOR -_ )_ ST.STEEL MIN. Fu =86.7 KSI 5 00 M TO CENTERLINE OF STRIKE 0 Z 4J.• m n INAaiwE PRODUCT"A1EN'F.7 w p I" SLIDE BOLTS OPTION #1 a mpbloIwNhlEellorlW - Z n I INTERIOR SIDE BuIA Code '- OPTION k2: HINGES: AeeepneN�IT-°72$ Lhphlldo� 'YALE' 8600 SERIES MORTISE LOCK MORTISE HINGES 3 PER LEAF AT 7-1/4"FROM TOP TO .� (FUNCTION MUST INCLUDE DEADBOLT) CL OF HINGE,AT 12-1/4"FROM BOTTOM TO CL OF HINGE, • G 0 MOUNTED 38•FROM FINISHED FLOOR --- CENTER HINGE EQUALLY SPACED FROM TOP&BOTTOM HINGE § TO CENTERLINE OF STRIKE - --- ---- FASTENED WITH 012-24 X 1/2"FH MACHINE SCREWS s7 g g FOUR PER HASP(IEAF). PRODUCT WVIM o W 6 n a rG cod whY Ib IbIMt. e P7A0 DOOR EDGE CONSTRUCTION OPTIONS: Butdtp0ode 'a SLIDE BOLTS OPTION B2 4mvpb. Na 0 OPTION 03 INTERIOR SIDE OPTION A7: Ecpin11wi1W :YALE' LOCK SEAM EDGE CONSTRUCTION Sy 6 ( LNti Mhr D. ►iodalCR�iY (PASSAGGE)E)A AT T SERIES CYLINDRICAL LOCK 38"FROM FINISHED FLOOR. - _-_- _ HING'STANE Y' 941 SURFACE MOUNTED HEAVE DUTY _ w 5-HINGE HASPS AT 40'FROM FNISHED FLOOR WITH'REST' 418 SERIES PADLOCK. LOCK SEAM •�oIIUCTNEOPTION y3(W/PADLOCK) o - INACTIVE LEAF9PIIQN�2: En9r. vA0 AHMpO 'TYPICAL EXTERIOR ELEVATIONScml 'MCKINNEY'SB72HD SURFACE BOLT BUTT SEAM EDGE CONSTRUCTION RA. 35�592 SEE SHEET 1 FOR MAX.SIZE CONTINUOUSLY ;•-.�• 8 S' MANUALLY OPERATED 12"LONG SLIDE BOLT ( ) AT TOP AND BOTTOM OF LEAF WELDED SEAM ASA MOUNTED K35"FROM FINISHED FLOOR1/16- NOTE: ❑ e o TO CENTERLINE OF STRIKE. •Y%�;••: Z .T drawing no. TOP AND BOTTOM SURFACE BOLTS MUST BE 16 CA. EDGE CHANNEL W10-35 ENGAGED DURING PERIODS OF HURRICANE WARNING. 3/4"X 1-21/32'% 1/2' sheet 5 of 6 4.750 MIN. 2.625 MAX. 012-24 MS �4.174� 4 PER LEAF 1.500 Z 0 1.250 4.50 1� .053 F-Imo" .053 S00 1.875 MAX. 1.7'43 .042 1.938 * Z j r �+ I I 053 2.500 F' 7ql 1.562 1 I QIL.250 1.000 .500 0 04 v (D FRAME HEAD/JAMB OO BOLT SPACER ii ® 4.500 5.750 MIN. W 2.500 I I O t6 LOUVER BLADE 0 o 8.750 MAX. 4.873 0 a a a 1.250 MIN. •0 2.000 MAX. 2.625 MAX. .042 2.493 N IQL ivi:o� 13 .134"THICK HINGE 1.938 1.87J 1.938 1.125 1.938 � 1A 4A _ tRODUC'1 giMlh lEel9eriee O FRAME HEAD/JAMB O BOLT SPACER rnm Buldl�Cade o 8.750 MAX. I�-5.174� 1.250 MIN. A MeaN'IN 1 -07Z •0 0 2.000 MAX. E[WnHoe q� By�Sl. .053 Q FRAME JAMB ^" 1.250 MIN. .042 Q 4.000 MAX. 4.625 MAX' 4.493 z U Q FRAME CONTINUOUSLY WELDED O m AND GROUND SMOOTH INTERLOCKED o 10 3-j LTABS Z 4 o � 1.938 4.873 1.938 1.125 Z M f O 18 FRAME HEAD 48 BOLT SPACER 3 500 4.750 MIN. .828 026 o 053 RtlYS � --2.500 2.000 W 2.625 MNC. .067 1.625 O HAT CHANNEL REINFORCING I w 4-1.625 .750 y .115 I ,500 1.93 8 1.250 - ;m.250 1C FRAME HEAD/JAMB (GROUT FILLED) 22 EDGE REINF. FRAME CORNERS mO 5.000 O BUMPER THRESHOLD 1'750 O9J En9r.JAVAD AHMAD n 1 0 CIVIL fitOBUCiVip 3 1.250 CA 3 18592 r 11 sliding�"VM♦M Fk hk o A 3 .OSJ 1.0T94 •053 1.625 .093 1.625 �on __4•eI D 6[pInNOn NI 1.187 i1 ( , �Y- by )*`� .-U.. drawing na. 1.625-�i I •05J - 1.000 F- n Z 01i�M Diode w 2.soo W10-35 17 LOUVER ANGLE (HORIZ.) 18 LOWER ANGLE (VERT.) 19 LOWER ANGLE (NOTCHED) 20 HINGE STILE REINF. 21 MTG. STILE REINF. sheet 6 of g