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HomeMy WebLinkAboutNOAM IAM I•DADE MIAi1'II-DADS COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33 I '75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) RECEIVED www.miamidade.gov/e.onom Vision Hollow Metal Limited 400 Zenway Blvd., Unit 1 AUG 19 2021 Woodbridge, Ontario L4H 057 St. Lucie County SCOPE: Permitting 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 byMiami-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 notbe valid afterthe expiration date statedbelow. The Miami -Dade County Product Control Section (In Miami Dade County) and/orthe AHJ (in areas other than Miami Dade County) reserve the right to have th is 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, mo di fy, 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 LS1875 Outswing Double Steel Doors-LMI APPROVAL DOCUMENT: Drawing No "AD10-11 Rev #5, titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated 09/24/20, signed and sealed by Yiping Wang, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See anchor options at jamb & threshold on sheet 2. Item 419 at exterior required for Water infiltration rating. 2. Double door with MG950 mullion will require Steel channel reinforcements for size exceeding 7' (84") High. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Woodbridge, Ontario, Canada, series/model and following statement: "Miarni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of thisNOA 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 otherpurposes 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 th e expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall b e 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 NOA 420-0602.06 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chnada, P.E. NOA No. 20-0510.09 MIAMI•DADE COUNTY Expiration Date: October 13, 2025 e ' S GAG L �� n ]� Approval Date: January 0 1'a 0e 1 g Vision Follow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # see below). 2. Drawing No "AD10-11", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated JULO1, 2015, signed and sealed by Yiping Wang, P.E. B. TESTS (Submitted under files #12-0223.30 /#10-0420.02) 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 (w/Exterior astragal) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawings of double outswing steel doors, marked by Fenestration Testing Lab, Test Report No. FTL-6222, dated 05/18/10, signed and sealed by Jorge Causo, P. E. This test report was revised by an addendum letter issued by Fenestration testing lab, dated June 17, 2010, signed and sealed by Jorge Causo, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC2014 (51" Edition), prepared by MCY Engineering, Inc., dated APR 21, 2015, signed and sealed by Yiping Wang, P. E. D. QUALITY ASSURANCE 1. .Miami Dade Department of Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (Submitted under files #12-0223.29/#10-0623.02) 1. Tensile test report # FTL-6222, dated 05/18/10 prepared by fenestration Testing lab, signed. & sealed by Jorge Causo, P.E. F. STATEMENTS 1. Letter of conformance to FBC 2014 (511 edition) and No Financial interest dated May 01, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Letter of conformance to FBC 2007 & "No financial interest" dated 05/30/10, signed and sealed by Yiping Wang, P.E. (submitted under file # 10-0623.02). 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This revises & renews NOA #12-0223.30, expiring on 10/13/20. 2. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Precision Building Products, Florida USA, dated 04/13/15, signed by Nick Siragusa and Jacques Rousseau, respectively, on behalf of their companies. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0510.09 Expiration Date: October 13, 2025 Approval Date: January 07, 2021 E-1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS 1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated FEB 08, 2018, signed and sealed by Yiping Wang, P.E. Note: This revision 4, consist of FBC code update note on sheet 1, only. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (61' edition) and No Financial interest dated February 08, 2018, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 14-0513.04, expiring 10/13/2020. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated May 14, 2020, signed and sealed by Yiping Wang, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. G. STATEMENTS 1. Letter of conformance to FBC 2017 (6fh edition) and No Financial interest dated May 14, 2020, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. OTHER I. This NOA revises NOA # 18-0212.10, expiring 10/13/2025. Ishaq T. Clianda, P.E. Product Control Unit Supervisor NOA No. 20-0510.09 Expiration Date: October 13, 2025 E-2 Approval Date: January 07, 2021 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. New Evidence submitted. A. DRAWINGS 1. Drawing No "AD10-11 Rev #4", titled "Series LS1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc., dated 09-24-2020, signed and sealed by Yiping Wang, P.E. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Letter of conformance to FBC 2020 (71" edition) and No Financial interest dated 09-24-2020, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER I. This NOA revises NOA # 20-0602.06, expiring 10/13/2025. Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0510.99 Expiration Date: October 13, 2025 E - 3 Approval Date: January 07, 2021 MAX. l.. .. 71 �a G ............25 \... -. .. 7t7 \. ............ .... . ..../ .....i ...a ......... 0 .. /..... /. .......... ... ...../.......u. \.......... ... -.. OR ANCHORNCHORS C2 ... .... . ./- . ..... \ INTO WOOD ONLY 3 .... ..../ .....�/. .. . D2 ONE EXTRA ANCHORS .. .. WI 'LOCK OPTION 2 ' ' \ ' ' ' - . . FOR ANCHOR INTO . ._...✓........3. ................\... .. CONCRETE BLOCK ONLY E ......�..... ✓.................'.. \. .. 4 i .. /...... ./ .......... ............\... F /... .. 4. .03 WI W I ................ 3. r'i .... .. Ka M- - .................. . '..'. .... b4. '. .' .........'.� _' Or -........ ..... -__ -\\•\�. l.f. ONE EXTRA ANCHOR ............. �.�....-.... ._...... ' - FOR ANCHOR INTO ...... WOOD ONLY TYP. .. \........ n 2 _ 62 — a z \ .. HINGE LAYOUT SEE 7YP.THRESEET2 DOUBLE DOOR TYPICAL ELEVATION . DESIGN LOAD ANCHOR ON SHEET2 TYPICAL ffA-S SHOWN ABOVE OR SMPLLER (WITH LOCK OPTION #2&#3 SHOWN) PERMrrTED BY FeC) +75.0 PSF SERIES LS1875 DOUBLE/SINGLE PANEL OUTS IVING STEEL DOOR LMI -75.0 PSF -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION/2020 FLORIDA BUILDING CODE 7TH EDITION INC[ UDING HIGH VELOCITY HURRICANE ZONE (HVH7). - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - ODORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - ULTIMATE DESIGN LOAD OBTAINED FROM ASCE-7-101ASCE-7,6. MULTIPLY BY 0.8 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF2017 FLORIDA BLDG. CODE SECTION AS APPLICABLE. SINGLE DOOR TYPICAL ELEVATION WIRE ANCHOR LAYOUT (WITH LOCK OPTION 42 & #3 SHOWN) TYPE IF MAX. NONIN PANELWIOT I - METAL, CONCRETE OR WOOD STRUCTURES NOT BY VISION HOLLOW METAL LIMITED MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i �o - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED z IN DESIGN OF ANCHORS INTO WOOD ONLY, a DOOR PANEL MIN. 1R GA, (0.055•) STEEL Fy = 54 KSI MIN. DOOR FRAME: MIN. 18 GA. (0.044•) STEEL Fy= 54 KSI MIN NOTES: OPTIONAL EMBOSSED DOOR LEAF PATTERNS EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. PRODUCT REVISED Or Complying with the Florida Building Code NOA-Ho- 20-1005.09 Expiration Date I OM 312025 By I s-7 (. L 4,k Miami -Dade Product Control 140 S J ~ 0 O < Z=^ in W f j z 5 >OLL 3 0Uj e J Zm C NO. Z N. _ 0 Z ti nMD w u�l > a I.! too �G A5f1lG NO SSaONP�����' lotall AD10-11 September 24, 2020 F1 OF 7 ly _0 x I— X W N m CONCRETE a HEAD DETAIL OPTION 1 DOOR WITH PANIC DEVICE 8 MULLION a EDGE 2'-SLEEVE DIS ANCHOR SEE SI TYPE G ANCHOR TYPICAL THRESHOLD B1 DOOR NBTH PANIC DEVICE 8 MULLION HEAD DETAIL 2 OPTION 2 DOOR LVITH CYLINDRICAL LOCK $ DEAD BOLT - ..--R TYPICAL THRESHOLD B2 nerrAI HEAD DETAIL 3 OPTION 3 DOOR V/fD{ MORTISE LOCK S DEAD BOLT TYPICAL ANCHORS @ SIDE JAMB' (SEE ELEV. FOR SPACING) (SEE DETAILS ON SHEET 3 & 4) TYPE A 3/8' DIA. LAG SCREW (THRU EMA) INTO 213Y WOOD BUCK OR WOOD STRUCTURAL 1-1/2' MIN. EMBED 1-112' MIN. EDGE DISTANCE TYPE B. 3/8' DIA. HLC SLEEVE ANCHOR BY'HILTI' (THRU EMA) DIRECTLY INTO 0--3000 PSI CONCRETE, 3' MIN. EDGE DIST. DIRECTLY INTO fe=2000 PSI CONCRETE BLOCK, 3-1/2-MIN. EDGE DIST. 1-1/4' MIN. EMBED TYPE C. 3I8' DIA. CARBON SLEEVE ANCHOR BY'WEJ-IT' (THRU EMA) DIRECTLY INTO fe-4000 PSI CONCRETE, 2-3/8' MIN. EMBED DIRECTLY INTO (m'=2000 PSI CONCRETE BLOCK. 1-114' MIN. EMBED 3-1/2' MIN. EDGE DISTANCE TYPED. 3/8' DIA. POWER BOLT BYTOWERS (THRU EMA) DIRECTLY INTO fc' 3000 PSI CONCRETE 2-1/2' MIN. EMBED 3112. MIN. EDGE DISTANCE TYPE E. 318 DL - SMS OR MACHINE BOLTS MIN. GRADE 2 CRS OR STAINLESS STEEL (THRU EMA) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK) STEEL : fy = 38 KSI MIN - ALUMINUM: 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE F. WIRE ANCHOR ffy m' = 60 KSI) 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE FILLED BL WITH 8.75' EMBED OCK TYPICAL ANCHORS 0 THRESHOLD: (SEE ELEV. FOR SPACING) TYPE G. 1/4' OR 511 V DIA ULTRACONS BY'ELCO' =155 K51 to = 177 K31 DIRECTLY INTO fc =3000 PSI MIN. CONCRETE 1-1/2' MIN. EMBED 2-112' MIN. EDGE DISTANCE 1/4'TAPCON BY ITW fv=q6 KSI fI-120 KSI DIRECTLY INTO (0=3000 PSI MIN. CONCRETE 1-1/2' MIN. EMBED 2-1/2' MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER TYPICAL ANCHORS /� HEADER' NONE PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 20-1005.09 Expiration Date 10/1312025 BY I5"7 I. LRtn.� NliamF-Dade Prodaat Conbel 0 S a T.iO A'. 2 83/ e C.A.N. 2 ecete / $ OF ~ �1. ` 4 ➢ROtFCA liallitti 4 NIAMI DADE CO-- September 24, 2020 2 OF 7 A I(4) 4" -20 x }" MS 0 r414 x1" SMS 15 CON fc'=3 CONi i ➢c' = 2 O 0 JAMB DETAIL C� EXTERIOR INACTIVE 1 518" x 2 5/8" x 1 5/8" 14 GA STEEL CHANNEL REINFORCEMENT APPLY WHEN DOOR SIZE GREATER THAN 6' x T 22 r-1 in, #6 PH SMS @ 12" LOCK OPTION #1 RIM 2000 Wl MULLION (REQUIRE DOUBLE DOOR ONLY) 0 ACTIVE _ 0 O Y �ib �JNG% STRIKE PLATE EXTERIOR 25 4 19 13 WITH (3) 114" FH. MS. 1IM14 MAX MAX DOOR WIDTH OSHIM SPACE 3 MAX, FRAME WIDTH 100" � —© JAMB DETAIL LOCK OPTION #2 MBEDMENT PRODUCT REVISED CriINORICAL LOCK as comPly➢ng with the Florida W/DEAD BOLTBuij 10 11 NDIding A-Ho 46 PH SMS @ 12" O.C. En 20'1-5.09 o w 1 EzP➢ration Date 1011312025 w R' x 24' SLEEVE w 4 MI ID 7. r.ft � Mlami-Dade Product Control � ANCHOR 1 1/2" EMBED INTO CONCRETE INACTIVE 1 3/4" O.C. MIN. O ACTIVE 2 112" MIN E.D. O 0 1 17 24 130 90$ O T(P. ANCHOR —/ g 5 EXTERIOR 25 4 19 #6 H SMS @ 12" O.C. MG950F MULLION 114" MAX. MAX DOOR WIDTH OPENING 96 WITH SERIES 2000 DESIGN SHIM SPACE HARDWARE PANIC DEVICE MAX. FRAME WIDTH 100" JAMB DETAIL G+ LOCK OPTION #3 p MORTISE LOCK W/ DEAD BOLT D3 EXTERIOR N Nb 6 2 �m U 2aLu w )Y J @ 7 .0 W Z x� iED. VJ ? O 0. � L W W ❑ w Z Z j W a� SEE TYPICAL C JAMB ANCHOR FALSTRUCTURE C w -MIN.1/B"THK F - J F0h O� 1/4" MAX. < Z � JIM SPACE w Z u -f2)OPP. J Cl li S 3-➢% v O Jtu m0 24 O tu oOm Z J t w j y ACTIVE .. �s ,ION ...... , ANC y wo 2 %* 1�k�R_PC-P55983Ayi�1 e p10 �77 55983/ : 'O x o— AD10G11 wa• 24, 2020 Fs oa TYP. ANCHOF METAL ST JAMB DETAIL E HINGES STEEL MOTISE HINGES FOUR PER LEAF AT 10" FROM BOTTOM TO C.L. OF HINGE 12" FROM TOP TO C.L. OF HINGE AND 26- O.C. MAX. ALL HINGES FASTENED TO FRAME WITH (4) 12-24 x )j" FH MS AND TO PANEL WITH (4) 12-24 x W FH MS - �. ANCHOR :TURE )RCEMENT SINGLE DOOR LOCK OPTION #2 & #3 F LOCK SEAM DOOR EDGE CONSTRUCTION 19m 1r: OEE 10R M PN6fwINT ORINTO 'NDDD DXLI'T'R ] w. Ary - 7 A AV.NDR INiD NODDONLI'Tl'V. TYP. ELEVATION W/ LOCK OPTION #1 (RIM PANIC & MULLION) LOCK OPTIONS 015 LOCK OPBONS FOR DOUBLE DOORS ACTB/F LEAF CAN APPLY FOR SINGLE DOORS \ �_� ACTIVE LEAF ITDEVICE 2 \ \ LOCATED AT PANELS AT 40" FROM BOTTOM. FASTENEDWITH (6)14 x 1Y" FH SDS. INACTIVE LEAF / 'DESIGN HARDWARE 2000 SERIES° PANIC EXIT DEVICE / LI FROM BOTTOM, FASTENED Imo, WITH (6)14 x 1)z FH SDS. LOCK OPTION #1 MULLION DOOR W/ PANIC EXIT LOCKWOOD 950E MULLION' DEVICE & MULLION (2) SURFACE MOUNT METALLIC KEEPERS — — — — — — — — — 40" FROM BOTTOM WITH (3) #10 x 1 1/4" FH SOS 25 ACTIVE LEAF — — — — "SCHL4GEAL53PD SERIES° LOCATED AT 39Ye FROM BOTTOM, FASTENED WITH (2) 8 x 1W MTS. / "SINGLE CYLINDER DEADBOLT LOCK" / \ LOCATED AT 47Y°FROM BOTTOM WITH (2)Y-28 x 1'B" PH MS AND (2) 8 x 3/" FH SMS. INACTIVE LEAF \ / '1'VES FB456 MORTISE FLUSHSOLTS' LOCATED AT TOP AND BOTTOM, FASTENED WITH (4) LOCK OPTION #2 � 8 x " FH MULTI THREAD SCREWS. STRIKE PLATE 39-1/2' FROM BOTTOM WITH (2) #12 Xi' FH DOOR W/ CYLINDRICAL MULTI THREAD SCREWS LOCK $DEAD BOLT STRIKE PLATE AT MIDDLE SPAN OF FRAME HEAD WITH (2) 48 X3/4" FH MULTI THREAD SCREWS STRIKE PLATE AT MIDDLE SPAN OF THREHOLD WITH (2) #8 X7 112" FH MULTI THREAD SCREWS - - - - - - - 25 ACTIVE LEAF 'SCHLAGE L9453P MORTISE LOCK W/INTEGRATED DEADBOLT' HANDLE LOCATED AT 375/6" FROM BOTTOM, / \ FASTENED WITH (2) 10 x T/" MTS. / \ DEADBOLT LOCATED 40 5/" FROM BOTTOM FASTENED WITH (2) 12xl" FH MULTI THREAD SCREWS \ INACTIVE LEAF LIVES FB4g8 MORj73E FLUSHBOLTS" LOCATED AT TOP AND BOTTOM, FASTENED WITH (4) LOCK OPTION #3 8 x-Y," FH MTS. DOOR W/MORTISE LOCK & DEAD HOLY STRIKE PLATE 39-112' FROM BOTTOM WITH (2) #12 X1" FH MULTI THREAD SCREWS PRODUCT REVISED as ComPlyi"g with the Fiorida Building Code NOA-wo. 20-1_ 005.09 Expiration Date 10113/2025 By 15-7 I. C6""1_ Mlaml-Dad. Product Co.,., FLUSH MOUNT METALLIC FLUSH BOLT AND FLUSH GUIDE SLOP AND BOTTOM WITH (2) #8 X3/4' FH"IVIILI(_,'Fk7tdi �- 1ao COUNTY If tseptember 24, 2020 BILL OF MATERIALS ITEM NO. PART NO. MATERIAL QUANTITY 1 DESCRIPTION O STEEL AS REQ'D. FRAME HEAD/JAMB (2" x 5 %") O 520S STEEL AS REQ'D. DOOR FACE SHEETS (48" x 96" x 0.044") O ALUMINUM 1 BUMPER TRESHOLD (5" x %Z" x 0.094") 4 ® 888_ - VINYL AS READ. ADHESIVE VINYL BULB STEEL 4 PER LEAF HINGES © O STEEL MASONRY WIRE ANCHOR O STEEL AS REQ'D. CLOSER BOX (1 %6" x 43/6" x 0.053") O STEEL AS REQ'D. END CHANNEL (15181, x 1 3/16" x 0.053") 10 STEEL AS REQ'D. HINGE REINFORCEMENT 11 STEEL AS REQ'D. EMA 18GA ANCHOR (PIPE) 12 - STEEL AS REQ'D. EMA 18GA ANCHOR OPTION (BUTTERFLY) STEEL 1 CYLINDRAL LOCK REINFORCING 14 AS REQ'D. HONEY COMB 1" CELL 15 MG 950F VINYL/STEEL AS REQ'D. TOP CAP OPTIONAL 16 A0010 STEEL AS REQ'D. 2x3x1/8" REMOVABLE MULLION 17 A0024 STEEL AS REQ'D. ASA STRIKE REINFORCEMENT 18 STEEL 1 MORTISE BOX REINFORCMENT 19 A0051 - STEEL 2 / PANEL RIM PANIC BOX 14" LG. 20 STEEL AS REQ'D 1 3/4" x 0.12" THK ASTRAGAL 21 - - STEEL AS REQ'D FLUSHBOLT GUIDE 22 2000 STEEL AS REQ'D REVERSABLE FLUSHBOLT HEAD REINFORCEMENT 23 STEEL AS REQ'D SERIES 2000 DESIGN HARDWARE PANIC EXIT DEVICE 24 AL53PD STEEL AS REQ'D SCHLAGE Al-53 PD CYLINDRICAL LOCK & DEAD BOLT 25 - STEEL AS REQ'D SCHLAGE L9453 MORTISE LOCK W/ INTEGRATED DEADBOLT - STEEL AS REQ'D I IVES FB458 MANUAL FLASH BOLTS MANF./SU PPL I ER/REMARKS 18 GA.(0.053"MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) 18 GA.(0.044" MIN.) GALVANNEAL STEEL (Fy= 54 KSI MIN.) HAGER PEMKO HAGER / DESIGN HARDWARE 0.173 DIA. Fy = 60 PSI 16 GA. GALVANNEAL STEEL 16 GA. GALVANNEAL STEEL 10 GA. GALVANNEAL STEEL VISION HOLLOW METAL VISION HOLLOW METAL ------------- VISION HOLLOW METAL LOCKWOOD Fy min. = 46 KSI VISION HOLLOW METAL VISION HOLLOW METAL VISION HOLLOW METAL VISION HOLLOW METAL VISION HOLLOW METAL VISION HOLLOW METAL DESIGN HARDWARE SCHLAGE SCHLAGE IVES PRODUCT REVISED as Complying with the Florida Building Code rtoa-rla. 2Q-1_ 005 U9 Explratlen Data 10/13/2025 By I-1 MiamFDade Pradw, Conhol Ne 24, 2020 Z om UNIVERSAL FLUSHBOLT GUIDE DRILL &TAP 118" REINF. PLATE FOR i18-32 M.S. (4 12" FOR 80", 82" PLACES). 118" 3/^ AND 84" DOORS MORTISE AT TABS. 24" FOR TOP FLUSHBOLT 96" DOORS X" ' 1z" 3/a 6W„ 1" CUT OUT 14" MEETING EDGE DETAIL OPTION 2 & 3 5.75D" .625" 0.4375" 1.875" FRAME HEAD/JAMB 18 GA STEEL (0.053") S.00D" Sa0" 3 TRESHOLD #12-24 MS 4 PER LEAF O O 4.500" O+ i O ii O O STEEL HINGE 5 t min = 0.134" 1� 4 Yle 10.0287" —J _ 5 �s" 2 9/e" 16" 6MASONRY WIRE ANCHOR I CLOSER BOX FyMIN=60KS1 Y32 3- AREA (0.775") VV,� 1 '1;' SI9� 6' 1" CD O %•• � I 12., 11 Y,o, 1 Ya" END CHANNEL 8 16 GA STEEL 1 .0906 ___ 1 1 .56 1 I 0.352 (8) 0.75 ° 3.413 11.006 10.5 6.98 2.462 9,288 16.14 R.100 1.23 ° DIMPLE (6) 3.413 .266 o o .14 0 0 R.237 (8) �1 .a25 9 10 GA SHINGE REINFORCEMENT `� TEEL fI _W vmV YwuI RCV�.ICY as complying with the Florida Building Code won -Bo. 20-1005.09 Expiration Date 10/13/2025 By I5(.--7I ZS-- Miarni-Dade P—duet Control 140 24, 2020 oxnvmo Ho AD10-11 6 OF 1!B" SPOT WELDS TABS SENDED FRAME CORNERS DETAIL 01" 4.3158" 1" . 3995" .285" 3" .95" .25" 1.625" 3.9213" 3.3073" 0.15" .25" .375" 075" R.25' 1.575' 12 CYLINDRICAL LOCK REINFORCING 2.5 5" 1.3285" 1.25" "1`✓; �1-1 .05 2" 4 0.1088" 20 FLUSHBOLT GUIDE Q DRILLrrAP FOR x/ TWE 2, REVERSABLE FLUSHBOLT HEAD REINFORCING 4� �. 4 17132" 18 ASA STRIKE REINF. 20 GA STEEL STEEL TOP CAPVISD LOCK WOOD SERIES 950F OPTIONAL REMOVABLE STEEL MULLION PROmplyi gDUCT �withthe 15 Florida Building Code NOA-No. 20-1005.09 Expiration vote 1011312025 14 VINYL TOP CAP OPTIONAL 4 15116" N MORTISE BOX REINF. Na �� � Nr.. Nan 2 nn r d 2 Q E W m r �c! a z 0 wN a� v t7 a W Ui 0 �� 0 w F J FOm J °p Q = J m 3 mLu } ¢O� O Owm o< ' NO m i = o 0 z m 0 AD10-11 MIAMI DADE COUNTY September 24, 2020 of