Loading...
HomeMy WebLinkAboutNOAMIAMII7ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �.miamidade.eav/eeonomv Next Door Company 1300 NW 741° Street Miami, Fl. 33147 BY St. Lucie Counts 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 "6070F" Outswing Commercial Steel Door-LMI APPROVAL DOCUMENT: Drawing No. W14-41 Rev A titled "S-6070F Out -swing Steel Entrance Door", sheets 1 through 8 of 8, prepared by AI-Farooq Corporation, dated 11-24-14 and last revised on 01116116, signed and sealed by Javad Alunad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance'number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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", 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 this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. STLUC COTJI+�RUILnrrl nIVISION REVLER LD FOR C q,' LIANCE REYI AVE B �`L DATE � PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. AOE COUNTY MIAMIn(� NOA No. 15-0515.04 AD Expiration Date: February 25, 2021 \\\�4 Approval Date: February 25, 2016 q° Page 1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-41 Rev A titled "S-6070F Out -swing Steel Entrance Door", sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11-24-14 and last revised on 01/16116, signed and sealed by Javad Ahmad, P.E., E. B. TESTS 1. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Large Missile Impact Test, FBC TAS 201-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 607OF Outswing Steel Door, by Fenestration Testing Laboratory. Inc., Test Report No. FTL7524 (Auth. No. FTL-13063) dated 09/26/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5"1 edition, prepared by Al Farooq Corporation, dated 04/27/15 and 01/27/16, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. FTL 7524 (Ruth No. FTL-13063) Test A-1 & C-1 per ASTM A370- 05, prepared by Fenestration Testing Laboratory. Inc., signed and sealed by Idahnis Ortega, P.E. 2. Test Report No. 3145021COQ-004, dated March 28, 2008, issued by Intertek to Next Door Company for "RA-24" Batt Fiberglass Insulation for "Spontaneous Ignition Test' per ASTM D-1929. (Submitted under NOA No. 09-0112.03) 3. Test Report No. 3145021000-005, dated March 28, 2008, issued by Intertek to Next Door Company for "Surface Burning Characteristics" per ASTM E84-08. (Submitted under NOA IVo. 09-0112.03) 4. Test ReportNo. 3145021COQ-006, dated March 28, 2008, issued by Intertek to Next Door Company for "Rate of Bum" per ASTM D635-06. (Submitted under NOA No. 09-0112.03) 5. Notice of Acceptance No.11-0926.07 issued to Dyplast Products, LLC for "Expanded Polystyrene Block Type Insulation", expiring on 01/11117. 6. Notice of Acceptance No.11-1222.01 issued to Carpenter Company for "EPS Polystyrene Block Type Insulation", expiring on 04111/17. ZJorge M. Plasencia, P.E. P oduet Control Unit Supervisor NOA No.15-0515.04 Expiration Date: February25,2021 Approval Date: February 25, 2016 E-1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (continued) F. STATEMENTS 1. Statement letter of conformance to FBC 2014, P edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. None. E-2 %gorge cla, P.E. P duct Controll Unitnit Supervisor NOA No. 15-0515.04 Expiration Date: February 25, 2021 Approval Date: February 25, 2016 \(3) ANCHORS AT M O. SIRLS xx) AT 3-3/4' O.C. ( THESE DOORS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REOUIREO. I SERIES-607OF OUT -SWING COMM R IA TENTRANCE DOOR SEE SHEET B FOR VARIOUS TRANS PROFILE OPTIONS. (SEE MAX. S1ZE ON THIS SHEEN. FRAME JAMS TRIM (WIDTH) - 1-1/4' TO 2" FRAME JAMB DEPTH 4-3/4' TO 8-3/4' FRAME HEAD TRIM (WIDTH) - 1-1/4' TO 4` DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. S.'.'.'.'.'. .. :...\:.': . 6 ACTIVE..'.' NOTE: ALL LOCHS AND SURFACE/FLUSH BOLTS AT HEAD AND SILL MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH ECRION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHI). ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRn9NG OR STUCCO. ANCHORING OR LOADWG CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. MAXIMUM DESIGN LOAD RATING = + 90,0 PSF (FOR SIZES SHOWN ADM OR SMALLER) — 90.0 PSF AS UMITED BY CODE NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL JAN 2 7 2616 APp Ja.. rnmPlylnS wilhlhe PDvrdn llttllAin CnJe Uum �2SR =IV NtlA W-..r.cey M41m1 UMe PrttlurFCelRul RY� h w 0 U < � R m m M j 000 �n- Z LL ^ 0 z t2sGi uaWing no. W14-41 1.626' % Ar THK. STEEL PLATE SPOT WEIDED AT EACH SIDE, 6' O.C. REOD. FOR SVR PHD 9700 " PM, ENIE DEVICE ONLY CONCRETE 12 •�CDNCgEEF 3000. pmfAll. ' J000 51 MIN. ' GL I I 1 _ � ] 10 0/4' MIN. RUSN 00L1 PENEIMPON , t_ ` 6 f� }C E a O S W •4 �; Y— ) Il z� J/4' MIN. RUSH SOLT PENETMRON rn� © T T 19 IT ID 3 E9GF. 0 CDNCREfE JON PSI MIN. . p.. 1/4' pG. KiMcoNs/ 1-1/3' MIN. EMBED SEE VZI. FOR SPdCHG s CONCRETE ;no. PSI, MIN:.'. _ .. . GROUT 3000 PSI MIN. NETAL STRUCTURES NOT BYNEM DOOR CO. MUST SUPPOgi 10A05 IMPOSED BY ODOR SYSTEM AND TRANSFER TIEM TO TIE BUILDING STRUCTURE. �. TYPICAL ANCHORS ®SAMBS: SEE ELEV. FOR SPACING 'HILTI' 3/8" INA. HLC SLEEVE ANCHOR BY DIRECTLY INTO fc'=3000 PSI CONCRETE, 3-1/2" MIN. EDGE DIST. ..; DIRECTLY INTO fc'=2000 PSI MASONRY BLOCK. 4" MIN. EDGE DIST. .61 S 1-1/4' MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 'MKT' 3/6" DIA SIP-R-SLEEVEANCHOR BY DIRECTLY INTO w-3500 PSI CONCRETE (JAMBS) 3-3/4" MIN. EDGE DISTANCE 1-1/4" MIN. EMBED 3/8" DIA SLEEVE ANCHOR BY'WEJ-R' DIRECTLY INTO fc'=4000 PSI CONCRETE, 2-3/8" MIN. EDGE DIST. DIRECTLY INTO Tc'-2000 PSI MASONRY BLOCK, 2-3/16' MIN. EDGE GIST. 2-3/8" MIN. EMBED INTO CONCRETE (JAMBS) 1-1/4' MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 'POWERS' ' 3/8' DIA POWER BOLT BY DIRECTLY INTO fc'=3000 PSI CONCRETE. 3' MIN. EDGE DIST. DIRECTLY INTO fe'=2000 PSI MASONRY BLOCK, 5-5/8" MIN. EDGE OIST. 2-1/2' MIN. EMBED INTO CONCRETE (JAMBS) 2' MIN. EMBED INTO GROUT FILLED BLOCK (JAMBS) 3/9' DIA SMS OR MACHINE BOLTS (MIN GRADE 2 CR5) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS O THRESHOLD ONLY: 1/4' DIA. ULTRACON$ (F0-17) KSI, FY=155 MO [non DIRECTLY INTO fc'=3000 PSI CONCRETE DA u 2-1/2" MIN. EDGE DISTANCE 1-1/2' MIN. EMBED CONCRETE AT SILL OR JAMBS MIN. ('c = SEE APPLICABLE ANCHOR SEALANT: ALL JOINTS AND CORNERS SFALED WOH SILICONE. I z 0 A Q ) a zD� 0 G'm n CO" p It o o�. Q ��u N - jumg Q �WmE of i7 P71 A�rie.o le�"c ue N Tmlw�lNUp NO Ueltl 2 1' c 14 tlr9wing W14-41 1w; MIN. EMBEOEO BETWEFH BLOCKS 1])' MIN. THX. (Fp42 MI. Po -TO MST) MEOX STEEL 85' MIN. THK. TY-83 MI) Si. STEEL LOCK OPTION 01 & k2 LOCK OPTION Al & H2 (ADVANTAGE E OR E AND AOVMITAGE M) X 1-1/2' X .099" THK. .977' X .097' WK. FULL LENGTH r J' O.C. IN -ACTIVE NERVE A LEY RBNLOFLING RMFORCING .99' X 1'.44' .99' X .097' THK. .977' X 1.156• .On' X .097' THK. STEEL CILWNE4 FULL LENGTH STEEL CHANNEL. AT ACTNE LFAs SPOT WELDED AT J' O.C. 32' LONG ABOVE LOCK AC k INACTNE LEAF 58' LONG BELOW LOCK SPOT WELOEO AT J' D.C. LOCK STILES REINFORCING �piFMNW tWlPlrint �viO Ub IR01Q9 u9Kemtax D�aIA=7 aslL MI IJCbvyval OIL orvW' g nD. 7 2616 W14-41 znea�i o� ADVANTAGE 66WE5 BI00 6: 8200 REMOVABLE 7 3 V TYPICAL ANCHORS a I SEE ELK. FOR SPACING t'% 1/E' PAN. © p O TOP BRACKET FASTENERS Q ° SHIM SPACE 4' % 6° % 14 GA (5) 5/16 % 1-1/2° PH MACHINE BCREWS 5 B' / Q G ulW SIEq PUTS ABOVE O BgOW PANIC DEVICE 1ST � Q OI. OQ SPOT WEIDED EACH SME EACH SIDE Q• I. Q 6 R3$ 1 yy0..0 Q�Wpa a iY gM O I S W J�u��( L _ Q6ERk� RM g..., ,^..� THERMAL I TI NA kTF� L 5 ENERS J._/llf, J J EXTERIOR uae •'• ODOR OPNG. WIDTH i N DOOR FRAME WIDTH z r m m LOCK OPTION i/3 I � o (PRO 9500 WY PANIC W/ PHG 9000 SERIES MULLION) 1 o TPIC4 ANCHORS SEE VUW B RTebP s t z o C MR SPACING H Z 6_ BOTTOM BRACKET FASTENERS 1/E' MA%. (4) 5/16° DA, ULTRACONS O SHIM SPACE 1' MIN. EMBED © O ITRO Sun PSIECONC. y/B. STEEL' X PH SELF DWLUNG SCREWS .DTP AT 1-1/2' FROM ENDS STET UENCM ELINE. IN ACE SPOT WgOED IN PUCE AND 61 O.C. MAY.. C c Ei � uPi ® ® PHG REMOVABLE MULLION o .'1tOf19hRENi�W/0, STEE(�•51/f RSr, - o o 6 $y. ``�] p rtn� a�, Lo��Ay;nfi.;w lk ml r e, : EXTERIOR ID 2r�ie. T, MDA En9" JAVAD AHW waft - - CML C4Wol 'j A. DOOR OPNL, WIDT1 PA. PE CAN.570592 By ^ DOOR FRAME W10TH e O W1 4-41 LOCK OPTION A4 (PHO 9700 PANIC W/ SURFACE VERBCAL RODS) OI° sheet of 9 IIUI.LION ITEM N0. RBAN41'IV DESCRIPTION MM1i6R1AL RSEIARXB A 1 TOP MULLION SUPPORT BRACKET STEEL B 1 2° X 3' X 3/i6' TURF MUWON SIE0. Fy = I6 N51 C 1 BOIIOM MUWON SUPPORT BRACKET STEEL ]ONLb-4lM\"INtl-dNOJ •BSi-M (GOO Wv 6BSl-169 WO "131 J +19 'nva 6p a srzsz (soU aroi o>sessz (9oU �az Lb LC£ 'mmx /9 v m (•� ecceevalaozd YwvLw 133U5 H14L 'M-M'N 0021 OOft aza 3ans'3nlaa i35luns Dees I J.NVdNOO 8000 1X3N finannm mn ne ian s�9n> r .' - •W� •i�° o N 1N3WdOl3AiDY'nUOtln95a33NIhN3 >o Ou o NOLLVHGdUOC) DOOUV-A-IV 1 18000 30WdIN3 133L5 ONIM1LS-1f10 l0009-S :suopu>3, i •"'z-'L '0Nv1 0 s a £ e� u \/ w ' i� ryi o3u c Z 6 a urn ¢ i ' 65 z< • i U W s ��n��u• nl �dd U d \ i r•- Y , odd �Co urn Div ITEM ND. PART NO. DUANTM DFSCRIPTTDN MATERIAL 1WNP./SUPPL�N/ABNAAKS 1 AS REDO. FRAME HEAD/JAMB (4-3/4- X 1-1/4') SIEEL/ST. SR 16 GA. (.053') MIN. Fy - 49.0 K51 IA AS REDO. FRAME HEAD/JAMB (5-3/4' % 2") STEEL/ST. SR. 16 GA. (.053-) MIN. Fy - 49.0 KSI IS AS REDD. FRAME HEAD/JAMB (0-3/4' % 4) STEEL/ST. STL 16 GA (.053-) MIN. h 49.0 KSI 2_ AS HERD. FMME JAMB (6-3/4" % 21 STEEL/ST. 4 16 GA (.0531 MIN. Fy a 49.0 KSI 1 1500 THRESHOLD 6063-TG PHG 4 _ - _1 AS REDD. BOLT SPACER 1-1 4' FRAM STEEL/ST. SR- 16 GA. .042' M - AS REDD. BOLT SPACER (2' iRAME) STEEL/SM. SR Ie GA .0{2' 4R - AS REDD. BOLT SPACER 4" f STEEL/ST. STI_ 18 GA. .042' 5 - B/ LEAP HAT MFENER IN PAIRS AT 5-1/2" O.C. _ STEEL/Sr. 8TL 22 GA. (.030') MIN. Fy - 49.0 MT 6 DOOR IFAF STEEL/ST. STL 18 GA. (.042) MIN. Fy = 52.0 KS T - 2/ LEAF TOP AND BOTTOM RAL CHANNEL (ALL UNGTH) STEEL/ST. SM. 7/8 % 1-21/32 X 7/6 % .068' 8 - 1/ " TOP RAIL CAP (ALL LENGTH) STEEL/ST. SM. 3/4 % 1-1/2 X 3/4 X .053" 9 - 1 _ POLy51yHENE - DWI.AST OR CARPENTER W/ CURRENT HOA 9A - 1 THERMAL INSULATION - OWENS CORNING M-24 BAR 10 W412 AS REDO. PERMETER W'SHUPPING ADAPTER - PHG IDA B6 % 5/8" AS REDD. PERIMETER WSIHIP FASTENERS, AT C O.C. - PH SMS _ 11 MAT BAR ASTRAGAL STEEL/ST. SR.. 12 GA. 11A 110 X SIC AS REDD. ASTMM FASTENERS, AT 4" O.C. PH SOS- 12 W415 AS RE00. AOHESNE B X W'STRIPPING NML PHO 13 LEAF MORTISE HINGES STEEL 19 _3/ 2/ HINGE HINGE REINFORCEMENT (FRAME/DOOR) STEEL/ST. STL I-1/C % ID' X .173' 15 9000 AS REDD. 2- % Y % 3/I5' THK. MULLION TUBE WEL PHG• Fy - 46 KSI T6 OBS311 1 OVERHEAD RAIN DRIP ALUMINUM PHG IGA 1/2" 1 MIN GRIP FASTENERS, AT 4" O.C. PH SMS 12 13 1 ODOR BOTTOM SWEEP PHG 17A T/8" M REDO. DOOR SWEEP FASTENERS• AT 6' O.C. hWH SOS 18 :DBS319 1 DOOR SHOE WYTWPPING PHG 18A 1/2" AS REDD. ODOR SHOE FASTENERS, AT 6' O.C. - FIT SMS 19 SMOM CAP CHARNEL STEEL/ST. SH. 1/2' % 1-1/2' % 1/2" % A66' 4.w POOR EDGE CONSTRUCTION OPTIONS: OPTION 91: g LOCK SEAM EDGE CONSTRUMON o �8 S LOCK VM v •+NING,q 5NIE:•3, ' ^'.LOCA:STOE': v^ q m. RDNFORCINGS M a SEE LOCK OPTIONS v o OPTION B2: SHEETS 3 AND 4 SM SEAM EDGE CONSTRUCTION $ CWO,�, SPAN "':..:•.. \t.... !: '..l:p_n ..'..;.^.... .,y(. rrJAVAO AIWAO APPIUvtdmmmPlyj,,t,Q \ i CML Plaids NBdin6 Cok _ ^ '.Af}GE SIDE.!. :...:•.vb.•n• r, `. -ti r^ +,LOGH'S(OE.0 ,•p'„ MPEI TOSBB Oele2 al {- n n A27' drawing no. % 1-Y/I6" % I' X 12 GA FULL LENGTH CHANNEL W14-41 J116 ,Hem t R or LOCK OPTIONS: OPTION #1 ACTIVE LEAF• 'ADVARLACE B SERIES CYLINDRICAL LEVER SET WITH SURFACE MOUNT METALUC LEVER WE HANDLE. BY 'PHILADELPHIA HARDWARE GROUP' . LOCATED AT 38' FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 112-24 X 1-3/8' ON MS (2) /B X 3/4' FH SCREWS 1 2' THROW ST. STEEL. LATCH DOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK PRE WITH (2) #10 X 1' FH SCREWS L• IL AI'T-..GAF' (ALTERNATE) 'ADVANTAGE F' SERIES CYLINDRICAL LEVER SET WITH SURFACE MOUNT METAWC LEVER TYPE HANDLE, BY 'PHILADELPHIA HARDWARE GROUP' LOCATED AT 38' FROM BOTTOM FASTENED TO LEAF LOCK STILE WITH (2) A10-32 X 1-1/2- ON MS (2) p8 X 3/4' PH SCREWS 1/2' THROW P. STEEL LATCH BOLT ENGAGES FLUSH MOUNT METALUC STRIKE PLATE AT INACTIVE LEAF FASIENEO TO LOCK STILE WITH (2) 18 X 7/8' FH SCREWS INACTIVE I SERIES 'HDSB-12-12" HO SQUARE SURFACE MOUNT METAWC MANUALLY OPERATED SURFACE BOLTS BY 'PHILADELPHIA HARDWARE GROUP' AT 8' FROM EACH END (TOP AND BOTTOM) FASTENED TO LOCK STILE WITH (4) 1/4-20 X 1-1/2" PH US WITH SEX BOLTS FRAME WIDTH / \ PV.CRr£\ / ACTIVE ACTIVE LEAF: 'F95CO' SERIES SURFACE MOUNT METALLIC RIM PANIC EXIT DEVICE BY 'PHILADELPHIA HARDWARE CROUP' LOCATED AT 41-1/2' FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WRH (6) 11/4-20 X I' PH ME UTCH BOLT ENGAGES KEEPERS AT FRAME OR VERTICAL MU WON FASTENED WITH (2) 110 X 1' FIR SUS FRALI, � E WIDN , / t / L5 / T / \ KLTML \ I / \ / urrrt OPTION W2 ACTIVE LEAF: 'ADVANTAGE M' SERIES MORTLRE LOCK WRH SURFACE MOUNT METALLIC LEVER TYPE HANDLE. BY 'PHILADELPHIA HARDWARE GROUP' KEY OPERATED ON WERIOR AND THUMB PUSH ON INTERIOR LOCATED AT 38' FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 112-24 X 1-3/8' ON MS (2) 08 X 3/4' FH SCREWS 1/2' THROW ST, STEEL UTCH BOLT ENGAGES FLUSH MOUNT METALLIC STRIKE PLATE AT INACTIVE LEAF FASTENED TO LOCK STILE WITH (2) 112-24 X 1/2' FIN MACHINE SCREWS INACTIVE LEAF SERIES'EFB-01' METAWC MANUALLY OPEUUEO FLUSH BOLTS BY 'PIBLNELPHIA HARDWARE GROUP' AT 12' FROM TOP AND DMOM FASTENED TO LOCK PILE WITH (4) 10 X 1-3/8" FH MACHINE SCREWS FRAvE FRAu,_ E WIDTH x / / \ \ / Kcnv; nuLTAE \ / KCINE OPTION # ACTIVE OR INACTIVE IFAP 'F9200' SERIES SURFACE MOUNT METALLIC VERTICAL ROD PANIC EXIT ONCE BY 'PHILADELPHIA HARDWARE CROUP' LOCATED AT 41-1/2' FROM BOTTOM FASTENED TO ACTIVE LEAF LOCK SIRE WITH (4) 1/4-20 X 1-1/2' PH MS (2) 1/4-20 X 5/8" PH ME VERTICAL ROM FASTENED WITH (2) 1/4-20 X 1' PH MS W/ SEX BOLT HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT HEAD & SILL SURFACE MOUNT MEIIAWC VERTICAL RODS GUIDES AT 24-1/2' AND 60-1/2' FROM BOTTOM FASTENED WITH (2) #10 X 2" FM SMS FRAM,_ E MOM. FRAME WIDTH 1 z I 1 1 \ 1 \ I KQ1NB 1 I I II uNArnvE \i i/ ACME R700 SERIES PANIC MIT OENCE SEE NOTE ABOVE FRAME WIDTH I I / 1 \ / j \ / I \ / I I I I \ I / \ I / RYCINE \ I / K2II2 m 4" W } ADVANTAGE E OR IF DZa, ICYUNORICAL LOCK N SEE NOTE ABOVE 0 N 3 L) a j 0n^ i O n a o 2E o z W n5 PI Z—E OPTIONAL LOCK COMBINATIDR. SYR PANIC ONCE ON INACTIVE LEAF CYLINDRICAL LOCK ON ACTIVE LEAF SEE SHEETS 3 & 4 FOR REINFORCING NOTE: INACTIVE LEAF BOLTS CAN BE USED WITH ANY ACTIVE LEAF LOCKS HINGES: 4-1/2' LONG RUSH MOUNT METAIC BUR HINGES (3) PER LEAF (1) AT 7-1/4' MOM TOP TO CL OF HINGE CIENTER 1 HINGE4EQLUALLY S PACED FROM TOPN&IXGBOTIOM HINGE FASTENED WITH 112-24 X 1/2' PH MACHINE SCREWS FOUR PER HASP(U". Approved am plyfnBWilh L4e RMda ml t+ arAe c`, Dale ,C m Ded NOAR_L; p� t._ R� ADe advt By J.,Al g no. W14-41 4.)50 MIN. 1250 OSJ .B)5 M. 1.938 1.562 1.250 (D FRAME HEAD/JAMB (GROUT RUM) 5.750 MIN. 1.250 MIND MIN. .O-- —7 2.000 MAX. 2.625 M4%. 1.9J6 1.axJ 1.938 Q) FRAME HEAD (GROU1 L�aso.� axa 026 xsao HAT 1.625 .125 500 250 5.000� (D BUMPER THRESHOLD FRAME 2.416 TII— 760 1.,ED .042 1.000 2.416 x50 F — .042 4.500 .000 BOLT SPACER Mw L FRAME JAMB (GROUT FILLED) m p m O � 'if�l{�mNN11 B1 (Q) T ED JAN 2 7' 61DaMl�yl..V�axiN Oro Due i 2T in0 L NOAf 1S e Mfiunl De4 Rdloel GaYtr91 By m Z 0QQ C£ S O � M FFO mm Q u�h V um m 0 ao$ LL'i7i0 Q Yuu �rl LL:R+ juQ Q u�tmi .rowing m W14-41