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HomeMy WebLinkAboutNotice of Acceptance (5) MIAMI-nAn MWII-DADE COUNTY 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.mi9midade.gov/ecoiiomy Next Door Company 1300 N.W.74 h Street. Miami,Fl.33147 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 unmediately revolve, 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-8080F"Flush Outswing Steel Doors-Impact APPROVAL DOCUMENT: Drawing No.W08-85 Rev F titled"Series"S-8080F"Outswing Steel Entrance Door" Sheets I through 7 of 7,prepared by Al-Farooq Corporation,dated 10-08-08 and last revised on June 12,2014, signed and sealed by Javad Ahtnad,P.E. bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSr-LE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Tlu'eshold Type B1, sheet 2 is not rated for Water infiltration requirement,where needed. LABELING: Each unit shall bear a perrn.anent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in'the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA# 12-0229.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted docuumentation was reviewed by Ishaq I. Chanda,P.E. CM1.1 rNOA No. 14-0211.14 -DAN CduNTY Expiration Date: May 13,2019 MM Approval Date: June 19,2014 ���.?t Page i / _ _77 ,`NO EXCEPTIONS TAKEN ( a 3MAKE CORRECTIONS NOTED ) IREVISE AND RESUBMIT t ) tREJECTED { ) :.SUBMIT SPECIFIED ITEM ) ` DESIGN-(CHECKING, IS OPII_v FOR CONFORNIANCE INITH THE DESIGN (CONCERT OF THC PROJECT AND CO;MIPLIANCE WITH THE 11NFORMATiON GWEN !t-0 TIE CONTRACT D:)COMENTS. CON- CRACTOR fS RESPONSiBLE FOR DIMENSIONS TO BE CON- ` IIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION 'THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF THE'WORK OF ALL TRADES. � l fV OLD flRCNf-f'ECKE C. BY _ _ j m Next Door Comaany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file#12-0229.04/#09-0112.03) 2. Drawing No.WOS-85 Rev F titled"Series"S-80807 Outswing Steel Entrance Door"Sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 10-08-08 and last revised on June 12,2014,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under file# 12-0229.04/#09-0112.03) 1. Test reports on 1)Air Infiltration Test,per FBC TAS 202-94 2)Uniform Static Air Pressure Test Loading per FBCTAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 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 steel door, marked-up by Fenestration Testing Laboratories, Inc. Test Reports Nos. FTL 5578 (FTL08029), dated 09/08/08, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis per FBC 2014,prepared by Al-Farooq Corporation, dated May 01,2014 and last revised on 06/12/14, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory And Economic Resources(RER). E. MATERIAL CERTIFICATIONS (Submitted under file# 12-0229.04/#09-0112.03) 1. Tensile Test report No. FTLO8029Test 1,2 &3 dated 23 APR 03 per ASTM A-3705 for steel face sheet,prepared by Fenestration Testing lab, signed and sealed by Carlos Rionda,P.E. 2. Notice of Acceptance No. 07-1107.08 issued to Dyplast Product,LLC(Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation",expiring on 01/11/17 3. Test Report No. 3145021COQ-004 and Test Report No. 3145021COQ-005,both 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 Surface Burning Characteristics"per ASTMD-1929 respectively. 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-635-06. F STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation,dated 04/28/14, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/17/12, signed and sealed by Javad Ahmad, P.E. (Submitted under file# 12-0229.04)- 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises &renews NOA#12-0229.04,expired on May 13, 2014. 2. Test proposal#07-3699 dated 01/31/08,approved by BCCO. q C ha d ,�jt1 Pro o ol� ce Expiration Date: May 13,2019 Approval Date: June 19,2014 E-1 i 25° AT H D°� HEAD CORNERS AT 15-1/2.O.C. MAX. a�lo ANCHOR OPTION ANCHOR OPTION rwoaurrrw�ssn F. { AT GROUT FILLED HEAD AT GROUT FILLED HEAD 100"MAX. 52"MAX. At17��11'r oZr!• ry o W v j FRAME WIDTH (5)ANCHORS FRAME WIDTH ~ice O a I AT MTG.STILES a 96"MAX. AT 6'O.C. 48'MAX. R3511 - o rs DOOR OPNG. 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Z °° /.. .. . . . .. p. . .. ... .. . .. ... ..'�.'.'.'. i. . . .... . .. ... . . i f. . .... ... .. �.. . � .... . . .. ... . . . . j,','•','•',',',',',',',',',',',',',•',',' \,' 0 = 1.'.'.'..... . . .. .. . . .. . w Z ...... ... . . . .. .... . . ..... . ... ... = d _ o o W Q W g �� �.. ... . . . . .. . . .. m oN j.. m mo �. . .. .'�. ... ........ .. .. . . . ..../.. .. $' ....�... . . .. ... ... . .. �. .. . . . .... ....... .. .__. .�. N Q n M . / ... . .... O Z G . ...... l�.'.'.'.'. ✓•� .'.'.'.'.' '.'.. .... . . \\. . .. .. Lu C3¢v �. .. .... .. ... .. . .. ... ... . ... ... .. o B .. ..MACTK.'.'.'�.. '..j. .. . ncTn!E'.'.'.'.'.'.'.' 8.. .ACTIYE'.... �.. .1.. .... . .. ..... .��,.� ..-f.�`.... . . . . . .. . . . .� . '.... . ........ . ..� IL SEE DETAIL / . . . .. . .. m w SEE DETAIL m�w SEE DETAIL SHEEP 4 ANCHORS AT MTG.STILES N ¢ SHEET 4 12. N¢ SHEET 4 N 6'MAX. 12°MAX. AT 3-3/4'O.C. chi 6'MAX. MAX. o SILL (2)REOD.FOR SILL TYPE'B' SILL B w CORNERS (5)REOD. FOR SILL TYPE'B7' CORNERS ANCHOR OPTION - o XX X AT GROUT FILLED JAMBS y rc S uo I i 1 THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. TYPICAL ELEVATIONS SHUTTERS ARE NOT REQUIRED. OPTION 1 MAXIMUM DESIGN LOAD RATING = + 75.0 PSF w .. (FOR SIZES SHOWN ABOVE OR SMALLER) - 75.0 PSF 4 m o SERIES-$0$OF AS LIMITED BY CODE o 0 0 0 o Hm m O w LL OUT-SWING COMMERCIAL STEEL ENTRANCE DOD NOTE: COMMERCIAL STEEL ENTRANCE DOOR NOTE: o EGRESS REQUIREMENTS TO BE REVIEWED BY.BUILDING OFFICIAL. f SEE SHEET 7 FOR VARIOUS FRAME PROFILE OPTIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o (SEE MAX. SIZE ON THIS SHEET). REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY "r..JAVAD AHMAD m ' FRAME JAMB TRIM (WIDTH) = 1-1/4-TO 2- HURRICANE ZONE (HVHZ). CNIL o \ I FLA.PE$70592 j FRAME JAMB DEPTH = 4-3/4'TO 8-3/4- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CA.N.3536 FRAME HEAD TRIM (WIDTH) = 1-1/4-TO 4" EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE:DETAILS,.ARE. Lf o DOORS WITH THRESHOLD TYPE B ARE APPROVED FOR INSTALLATION NOT PART OF THIS APPROVAL " c :( jU QO`d drawing no. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MET��.REWS,.tkWT, DOORS WITH THRESHOLD TYPE B7 ARE APPROVED FOR INSTALLATION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEtT THE WOB-85 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 7 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS U EDGE DIST. EDGE GIST. EDGE DIST. • SEE ELEVS. �� z SEE ELEVS. SEE ELEVS. • - I- FOR SPACING --. ., n FOR SPACING ,' - - c --a. _ FOR SPACING -- m CONCRETE 12 a• - C9NCREYE a• - •'CbNCREJE -• olo 3000�P51 CAI '3000 p51 MIN. . ° j000 PSI"JAIN.' p Zr n j w w w a W I 8 r1 I � to B VI I Q L'ru�, I I 4 O 1 m N 7 10 OPTIONAL 1A 2 b I V D 'M _ 1z w o as-4 7 O aO FLU BOLT •!•';•g:• I O N PENETRATION wW M 3 LL N x -w: 4B Q o c, a : LL z o -IL _a e x J °ah a J. TYPICAL ANCHORS o SEE ELEVS. MErAL STRUCTURES xo o j. FOR SPACING o a g o `) o ry 0 METAL STRUCTURES NOT BY NEXT DOOR CO. w • ly''. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND z W TRANSFER THEM TO THE BUILDING STRUCTURE m4 a J Z x TYPICAL ANCHORS ® HEAD/JAMB: SEE ELEV. FOR SPACING a La u ;p i 3/8" DIA. HLC SLEEVE ANCHOR BY '811.11 \ N M DIRECTLY INTO fc'=3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. x cO0 En �x w O DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 4" MIN. EDGE DIST. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) TYPICAL ANCHORS METAL w IX-t M w z W 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) FOR SPACL NSEE c STRUCTURES o 0 3 'O o F 3x/8" DIA, SUP-R-SLEEVE ANCHOR BY 'MKT' z n "- o �i W DIRECTLY INTO fc'=3500 PSI CONCRETE (HEAD/JAMBS) F-o—n oo W W 3-3/4" MIN. EDGE DISTANCE ao w ¢_w 1-1/4" MIN. EMBED Z r1 m r 33/8" DIA, SLEEVE ANCHOR BY 'WEJ-fT' I Su DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EDGE DIST. DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK, 2-3/16" MIN. EDGE DIST. N 2-3/8" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) AR ,3/8" DIA, POWER BOLT BY 'POWERS' 1C GROUT o m F DIRECTLY INTO fc'=3000 PSI CONCRETE (HEAD/JAMBS) 3000 PSI MIN. 3" MIN. EDGE DISTANCE GROUT FILLED HEAD OPTION a a 2-1/2" MIN. EMBED m Q rc rc 3 4-MIN. 33/8" DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) /ROoUCFkVVLSED PEN6E;RArioN INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) �.cn��lwl v C w A-vptftSTEEL : Fy = 36 KSI MIN. �/ ^� /y 2 ALUMINUM : 6063-T6 MIN. y `o m a © 7 B1 3A (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Rf 0 10 I l--w"MowwAdd- 3 TYPICAL ANCHORS @ THRESHOLD ONLY: 1 1 I En9r.JAVAD AHMAD I op B I I I I m 1/4" OR 5/16" DIA. ULTRACONS (Fu=177 KSI, Fy=155 KSI) CIVIL Q I I ^ DIRECTLY INTO fc=3000 PSI CONCRETE FIA N.5 70592 n CA.N,3 38 EDGED coNCRETE •` •• ED(: IIS7. CONCRETE". 2-1/2" MIN. EDGE DISTANCE FOR 1/4"ANCHORS " t 3060 PSI MIN. ' 3000 PSI MIN. 3-1/8" MIN. EDGE DISTANCE FOR 5/16"ANCHORS a " P. TYPICAL ANCHORS' 0 TYPICAL ANCHORS 5/16"DIA ULTRACONS 1-1/2" MIN. EMBED 1/4"DA. ULTRACONSEMBED q04$ dfaWlflg f10. 1-1/2"MIN.EMBED SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING THRESHOLD TYPE 8 THRESHOLD TYPE B1 SEALANT: WOS-85 APPR'0 FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE ALL JOINTS AND CORNERS SEALED WITH SILICONE. sheet 2 of 7 t.i Vi Ci U 1/4' MAX. 1/4'MAX. {�� z SHIM SPACE m SHIM SPACE to TYPICALSANCHOR 1 O O PH SELF DRILLING SCREWS O TYPICAL ANCHORS FOR SPACING AT 1/2'FROM ENDS a SEE ELEV. AND 8'O.C. MAX- I--m FOR SPACING 4 a 6 4A IN ACTIVE ACTIVE O W 10 OPTIONAL -- s L o --- Ocy ff, v vo � 0 UN44ml 0°L 0 w ...: THERMAL I TIN VINERS O 0 m T9 H W 14 _ og�:, EXTERIOR t1 — $ 13 a�I�� � ' LOCH OPTIONS METAL MAX. OPNG.WIDTH — 96" SEE SHEET 6 STRUCTURES MAX. FRAME WIDTH SEE SHEET 1 �ao�Pying with lie FTarM�. Oo m A-Wfuse Na � 7 m N LOCK OPTION #1 �rf10eD1eL�gr u 1/4'MAX. Its S u, L N.ti,�. SHIM 1/4'MAX. made z } SHIM SPACE © O w ZQ TYPICAL ANCHORS TYPICAL ANCHO PH SELF DRILLING SCREWS w d w SEE ELEVRS. SEE ELEV. FOR SPACING AT 1/2'FROM ENDS N N FOR SPACING ANO 8'O.C. MAX. z U n m � m IN—ACTIVE ACTIVE FLUSH BOLTS BTT TOP/OOM 0 O Z ^ N e• PbLYSTYRENE W/0 STE�LMWEE Z 50 Un Exr. u ° EXTERIOR W �A s � LOCK OPTIONS c € MAX. OPNG.WIDTH = 96' SEE SHEET 6 MAX. FRAME WIDTH SEE SHEET 1 u u o V 1/4•Max. LOCK OPTION #1 SHIM SPACE a TYPICAL ANCHORS c d;a N SEE ELEV. 1 C FOR SPACING •> o 0 v o m c O ........... Engn dAVAD AHMAD 1 CIVIL o FlA PEA 70592 CAN. 5.16 GROUT o •e W O •..`"' "•"" 3000 PSI MIN. I �p dFOwing n0. EXT. f} WOS-85 Ue' GROUT FILLED JAMBS OPTION sheet 3 of 7 SDI ANCHORS FOR SPACING 1/4'MAX t: SHIM SPACE © ti MAX. 1/4'MAX. SHIM SPACE SHIM U m '• COCK OprypN 8 W.�+•n _ ~ '` '.�, ST"'CAL ANCHORS +ZW o FOR SING ^ O �.. :. OL V O H EXTERIOR 'a„ �� fj MAX. OPNG. 0 q�Q WIDTH= 48° •• MAX,FRAME WIDTH SEE SHEET 0 o pep EELOC O ry K OPTION�' 0&ucrb,6vxD LOC tSVR 2 PANIC) &`1�l ow Ftor 4 _ Z 0 0 3TE48•X 1_3/4"X.OS n WELDED i0 FRAME STEEL OLE 4 1/2 TANG y0 n N RxmDR _ o O z N .a CHANNEL DOOR SUR OPNG. WIDTH 18 C&STEE z� t DOOR FRAME WIDTH - 4 r LOCK 1 3i O CRIM jayl i 3/r6•DA u 1-1/2'MIN.EMB CDNS i 3/16' DA 1-1/2'M(NU QED HS EXTRRIOR ..� f^91 JAV ,WMAU crvk f1A'Pf'8 7GS92 .• CAN.353E i t DOOR pPNG.WIDTH ° c DOOR FRAME yADTH 2014 m � a b � 5v` dr°Wl� W08-85 sheet 4 OF 7 ' i i A 0 F W TYPICAL ANCHORS SEE ELEV. a m FOR SPACING 1/4'MAX. O 9' Q� SHIM SPACE `\A see 0 Q r j{ © #6 X 1/2' CW ro i PH SELF DRILLING SCREWS TOP MULUON a /. i �£; aD9� &>0 00 AT 2-1/2"FROM ENDS ® Asa SUPPORT 0 y Q C H AND 6'O.C. MAX. `\ a l 0 a 3LLA s a 2 U°y1 1:o I �Z' 1 I ® ® 1/4-20 X 3/4" Q 4l 5 Z. F FH MACHINE SCREWS I PDLY.3 ENE W/0 Srm-'sYi H o N .... . ..... : _ : I . . . . . ... ... .: :....::::. �o Z m � s o I 0 10 Z EXTERIOR 2"X,3"•X 3/16" w } STEEL TUBE MULLION w �j MAX. OPNG.WIDTH -96' MI00(F) w d W . Fy 46 KSI h �E N MAX. FRAME WIDTH = 100' O 3 0 LOCK OPTION #2 F af n STRIKE PLATE (YALE PANIC W/SURFACE VERTICAL RODS) 757F p OO 3- fNfJOUCT kiCVISFD ✓at �oam�. (INTERIOR) wWl TYPICAL ANCHORS �cw% /?SEE ELEV. A � 7 FOR SPACING iapirYk� 9 N 1/4" MAX. L A— O SHIM SPACE © DO (2) 1/4'DIA ULTRACONS 15 1-3/4"MIN.EMBED sI 2 PER.SUPPORT w w AT 3'D.C. 2-1/2'MIN. EDGE DIST. u INTO 3000 PSI CONC. o.8 33 ¢6 —- SET SCREW n U IWII m0.2rcp amo�N O •> •N�a N d of:d THERMAL I TIN / L ENERS '0 .0 0 0 YALE M200FWS m 0 EXTERIOR Eny,:.1ACIV AHMAD m p o ML F1A PE MAX. OPNG.WIDTH = 96" 7059 c C. M38 n MAX. FRAME WIDTH = 100" $ LOCK OPTION #3 2 2-01 drawing no. (YALE RIM PANIC W/YALE M200(F) MULUON) W08-85 sheet $of 7 .a ITEM NO. PART NO. QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARR3 1 - AS READ. FRAME HEAD/JAMB(4-3/4"X 1-1/4') STEEL/ST.STL 16 GA (.053') MIN. Fy= 49.0 KSI 1A - AS READ. FRAME HEAD/JAMB(5-3/4"X 2") STEEL/ST.STL. 16 GA. (.053') MIN. Fy= 49.0 KSI �Y m 1B - AS REQD. FRAME HEAD/JAMB(8-3/4"X 4") 'STEEL/ST.STL. 16 GA (.053'MIN. Fy=49.0 KSI Z 3 1C - AS REQD. FRAME HEAD/JAMB(4-3/4'X 27 STEEL/ST.STL. 16 GA (.053")MIN. Fy=49.0 KSI 0_��T•., m 2 - AS READ. FRAME JAMB (8-3/4'X 2' STEEL/ST. STL 16 GA (.053' MIN. Fy=49.0 KSI 3 200SAT 1 THRESHOLD TYPE B ALUMINUM PEMKO O o o i 3A 2051AT 1 THRESHOLD TYPE BI ALUMINUM PEMKO 0 4 - AS REQD. BOLT SPACER (1-1/4"FRAME) STEEL/ST.STL. 18 GA a 4A AS REQD. BOLT SPACER 2'FRAME STEEL/ST.STL. 18 CA a 4B - AS REQD. BOLT SPACER (4"FRAME STEEL/ST.STL. 18 GA 5 - B/LEAF HAT STIFFENER IN PAIRS(4 ROWS VERTICAL) STEEL/ST.STL 22 GA 6 - - DOOR LEAF STEEL/ST.STL 18 GA.(.042 MIN.Fy=52.0 KSI 0 a 40 tt^pp 7 - 2/LEAF TOP AND BOTTOM RAIL CHANNEL(FULL LENGTH) PS.TEEL/ST. 7/8 X 1-21/32 X 7/8 X 16 GA ¢N m O 8 - 1/LEAF TOP RAIL CAP (FULL LENGTH) 3/4 X 1-1/2 X 3/4 X 18 GA. 9 - 1 POLYSTYRENE DYPLAST W/CURRENT NOA 9A - 1' THERMAL INSULATION OWENS CORNING RA-24 BATT 10 303AV AS REQD. W'STRIPPING ADAPTER(OPTIONAL AT VEAD/JAMBS) PEMKO Q w et f 11 - - FLAT BAR ASTRAGAL 14 GA12 S88 AS REQD. FRAME W'STRIPPING PEMKO 0 13 3/LEAF MORTISE HINGES STEEL - 14 - 2/HINGE HINGE REINFORCEMENT FRAME DOOR STEEL/ST.STL 1-1/4'X 10'X 7 GA. cWJ m z 15 M200FWS AS REQD. 2"X 3°X 3/16'THK.MULLION TUBE STEEL YALE 4d in I ~ M LOCK OPTIONS: c Q .�w1 ACTIVE LEAF: . 'YALE' 8800 SERIES SURFACE MOUNT MORTISE 100°MAX SE LOCK {� � z U n WITH A DEAD BOLT FUNCTION, FASTENED WITH(2) #6 X 3/8'PH SELF DRIWNG SCREWS. 4-7/8"LONG STEEL STRIKE PLATE AT 38" FROM BOTTOM, El - I U M { FASTENED TO INACTIVE LEAF WITH (2) #12 X 1'FH SMS _ 0 0 3 1( INACTIVE LEAF o Fx Z 'MCKINNEY FBO1M' MANUALLY OPERATED FLUSHBOLTS PROS•=k9�Eo .0 WAT 12"FROM EACH END OF LEAF 4'�1M411tl 1�Florl£a -1 Z!0 FASTENED WITH (4) #8-32 X 3/4"FH MACHINE SCREWS ,, / _d / O STEEL STRIKE PLATES FASTENED TO HEAD AND SILL WITH OPTION #1 HINGES: (2) #8 X 3/4"PH SELF DRILLING SCREWS MORTISE LOCK W/DEAD BOLT FUNCTION STEEL MORTISE HINGES 3 PER LEAF AT 7-1/4"FROM TOP TO I NOTE:TOP AND BOTTOM FLUSH BOLTS MUST 8E CL OF HINGE,AT 12-1/4"FROM BOTTOM TO CL OF HINGE, `' -^l - Iv M ENGAGED DURING PERIODS OF HURRICANE WARNING. CENTER HINGE EQUALLY SPACED FROM TOP &BOTTOM HINGE N o w FASTENED WITH #12-24 X 1/2'FH MACHINE SCREWS FOUR PER HASP(LEAF). c ACTIVE/INACTIVE LEAF: 100'MAX: OPTION #2: (YALE PANIC W/SURFACE VERTICAL RODS) DOOR EDGE CONSTRUCTION OPTIONS: q g 'YALE' 7110 SURFACE VERTICAL ROD PANIC DEVICE / j; \ OPTION #1: i z z a ON INTERIOR ST. STEEL LEVER TYPE HANDLE WITH KEY OPERATED ON EXTERIOR AT 40"FROM BOTTOM. / \ LOCK SEAM EDGE CONSTRUCTION I FASTENED WITH (2) #1/4-20 X 1"PH MACHINE SCREWS " _ " 1 AT LOCK AND HINGE STILES \ -_/ /� ,'••�; "'�:^ o°' n m a 1-5 8' LONG STEEL STRIKE PLATES AT HEAD '-^ 0 0 0 FASTENED TO FRAME WITH (2) #10 X 1" FH'SELF DRIWNG ACTIVE �' ACTIVE J •` 0 m a�o SCREWS LOCK SEAM OPTION 42 O 100"MAX. MUWON EM-- c OPTION 41: Engr:JAVAD AHMAD $ •n { OPTION #3: (YALE RIM PANIC W/YALE M700 MULLION) CIVIL o 1 0592 YALE' 7100 RIM EXITS PANIC DEVICE ON INTERIOR ST. STEEL / BUTT SEAM EDGE CONSTRUCTION FLA PE�F 78 LEVER TYPE HANDLE WITH KEY OPERATED ON EXTERIOR AT 40" / \ CONTINUOUSLY _ CAN.3538 FROM BOTTOM. a WELDED SEAM 8 FASTENED WITH (2) #1/4-20 X 1"PH MACHINE SCREWS 3-1/2"LONG STEEL STRIKE PLATE AT 40"FROM BOTTOM ?'• "'', •',` drawing no. FASTENED WITH (2) 1/4-20 X 1'PH MS AND \ / `"•" ' �s (2) #10-24 X 1"PH MACINE SCREWS ACTNE ACTNE •^•y 16 GA."EDGE.CHANNEL ,•"EXT. V 111 014 W08-85 OPTION#3 7/8"X 1-5/8'X 7/8" sheet 6 of i OO I I 2-24 4.750 MIN. �^-4.174------- { 2.625 MAX. 41PER LEAF z .053 1.250 4.500 1.875 MAX. J.f-.42 1.743 1.9 1.938 562 - 00Q. IL 0 + m oO 1.250 ao I O a W V (D FRAME HEAD/JAMB ® BOLT SPACER 4.600 11 c 5.750 MIN. I I 0, �5.174� 8-750 MAX. 4.873 I I Q' �u m o Gaaa 1.250 MIN. .053 I I 0 co co `T 2.000 MAX. 2.625 MAX. 2.493 -042 C;gjjj a�10 13 .134"THICK STEEL HINGE {(any 1.938 1.873 1.938 1.503 1.938 O to FRAME HEAD/JAMB 4A BOLT SPACER o m 1'Rf)�IIC1'kCVOCD 8.750 MAX.- BiiaY�rIbAE� v '� �5.174 -j 1. 0 MIN- 2.00000 MAX. -053 0 FRAME JAMB 5 H� w Z . w 1.250 MIN. .042 -" 0 ccn 4.000 MAX. - 4.625 MAX. 4.493 I C) i FRAME CONTINUOUSLY WELDED INTERLOCKED AND GROUND SMOOTH TABS Z w^ o o Ld OLd n a 1.938 4.873 1.938 1.503 Z M O 18 FRAME HEAD 48 BOLT SPACER 4.750 MIN. i .828 .026 0 -053 2.000 g 2.500 2.625 MAX. m ® HAT CHANNEL REINFORCING i i 1.625 a 1-938 1.562 c v m s I .115 ,500 1.250 w C g o g i d .250 1C FRAME HEAD/JAMB (GROUT FILLED) FRAME CORNER$ L.vc 5:000 OO BUMPER THRESHOLD (TYPE B) Ergr.JAVAD AHMADCWIL g u FLA.PE 19 70592 b .075 4CAN.000 I -3.312--d 2 2014 wo8-85 i 3A BUMPER THRESHOLD (TYPE B1) sheet 7 of•J j i i