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HomeMy WebLinkAboutNOA Outswing Dbl Swing DoorNNERM EVMWED FOR MIAMI•DADE CO® CO PL9ANCE NUAMI-DADE COUNTY ® RODUCT CONTROL SECTION OMIC R To LUCEE COUNTS 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONSOURCES MCC Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 'C T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NcA�jvE° nwvv.miamidadcxov/economy Vision Hollow Metal Limited SEP 2 4 2021 400 Zenway Blvd., Unit 1 �. Woodbridge, Ontario L411 FILE � 057 St. Lucie County I— {� Permitting' 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/orthe 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 This product is approv as descriGZvisio been dest o comply with the Florida Building Code, including the High V locity Hurri DESCRIPTION: Seri LS1875 Steel Doors-L APPROVAL DOCUMEN 1 Rev #5, titled "Series 1875 Double/Single Outswing Steel Door", sheets 1 through 7 of 7, prineering, Inc., d 9/24/20, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Prodt Contro evision 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 #19 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: "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 revises NOA #20-0602.06 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. Chanda, P.E. NOA No. 20-0510.0 41AMbDADECOUNTY Expi atioDDate: October 13,2025 tJnuary0Appaae: a7,2021 Page Vision Hollow 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 LS 1875 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 Load ingper 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 (51h 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 (51' 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 I. 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 LS1875 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 (6th 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. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest dated May 14, 2020, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 18-0212.10, expiring 10/13/2025. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0510.09 Expiration Date: October 13, 2025 Approval Date: January 07, 2021 E - 2 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 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 2020 (71h edition) and No Financial interest dated 09-24-2020, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. G. OTHER 1. This NOA revises NOA # 20-0602.06, expiring 10/13/2025. 15A-7 [ • Ll�� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0510.09 Expiration Date: October 13, 2025 Approval Date: January 07, 2021 E-3 FRAME WIDTH C2 F__ 7_1........ - /. I .............�. .......... '/.'."....,'.' ........../ j...... ii ....... ......../ ................... ...... /.." 'D2' • % • �.'.'.'...'.. 3 .. r.-•n-l. �............... .... ...�............ ..... \............ .... \......... .......". O N � ' O KOPTION2 "\" " "' • • •� TWO EXTRA ANCHORS FORANCHOR INTO WOOD ONLY ONE EXTRA ANCHORS FOR ANCHOR INTO CONCRETE BLOCK ONLY = g .'." %.......... ....•..•...............v. .....'.'..'.......... . x _ ......... .b. I .LOCK OPTIONS ....'.'..'\. , f9.. ....... 3 .. .... .......... / w o �........... ... {01 ............... a .�'. . . . . . . .• r.".".". O °o .. �........ .b4. �...... ..3'."... / ...... ............... "........' �........' ...' .. .' .' %.' .' .' .' .' .' .' . 2S /. ,',".'.',','.''�..,', .'......./ ........ ONE EXTRA ANCHOR ......•.......��..........%.........".". FOR ANCHOR INTO �\. Ii .. '.•62.•. WOOD .....".'..... . . .......... ..•.'.'... 71 y.../ ... . . , .. . ........:..:......." , / .. .. 2 r--r... J. . . . . . . . . . / . L- _ _ . . .'....'."......... ........... /.' . ............ - C2 /..... ........ j......... ......./.......... cD '.' 'I.'.'.'.'.'.'.'."."."..'... w — — � W Z C .*.....•..........r� 6a. o �............. r01, LL 0 O \ .� . . . . . . . .I N °o ......... 1'"".".'.".'.'.'.'.' .' . . . ............ ........ ,.......... ' .................. - - ................ ........ . 'Is SEE TYR THRESHOLD MAX. DESIGN LOAD -/ HINGE LAYOUT ANCHOR ON SHEET DOUBLE DOOR TYPICAL ELEVATI (FOR SIZES SHOWN ABOVE OR SMALLER TYPICAL (WITH LOCK OPTION #2&#3 SHOWN) AS PERMITTED BY FBC) +75.0 PSF -75.0 PSF SERIES LS1875 DOUBLEISINGLE PANEL OUTSWING STEEL DOOR (LMII -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -METAL, CONCRETE OR WOOD STR TURES NOT BY VISION HOLLOW ME L REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE GTH EDITIOW2D20 FLORIDA MUST SUPPORT LOADS IMPOSED BY OR SYSTEM AND TRANSFER T M TO BUILDING CODE 7TH EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). THE BUILDING STRUCTURE. -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -DOORS 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-7-10IASCE-7-16, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. - MATERIALS INCLUDING BUT NOT LIMITED TO STEELIMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2017 FLORIDA BLDG. CODE SECTION AS APPLICABLE. -DOOR PANEL MIN. 18 GA (0.05W) STEEL Fy= 54 KSI MIN. DOOR FRAME: MIN. 18 GA (0.044") STEEL Fy = 54 KSI MIN NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 2 UI' F Doi j N WO WN ? U a. Zz W N o� � m E DOOR TYPICAL ELEVATION WIRE ANCHOR LAYOUT (NTH LOCK OPTION 02 & #3 SHOWN) 48•MA NOMIN PA L DT I i OPTIONAL EMBOSSED DOOR LEAF PATTERNS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-1005.09 Expiration Date 10/13/2025 By 1 u-, 1.(AMk Miami -Dade Product Control TYPE F Ity4 PC'?55983 CAL. 2 scuE .1 'F O�' y(yV 2 DR4tN is' - F D R t�d,� OPArMD ND. i���iFsw;dNA,��� AD10-11 l OF MIAMI DADE COUNTY September 24, 2020 7 CONCRETE a v d 1 /4' MS OR PI45M5 I SEE OETAI SHEET3 I HEAD DETAIL OPTION 1 DOOR VM PANIC OEWCE & MULLION m (7 Z 0w 0 O a = o jr QW O FW— K O W �UBIUKC I S ❑ W da'x2-}"SLEEVE EDGE 'ANCHOR SEE SHEET 3 DISTANCE TYPE G ANCHOR TYPICAL THRESHOLD DOOR NTH PANIC DEVICE & MULLON HEAD DETAIL 2 OPTION 2 DOOR %MTH CYLINDRICAL LOCK& DEAD BOLT UISIAINUC "-- TYPE GANCHOR TYPICAL THRESHOLD @ KA-AI HEAD DETAIL 3 OPTION 3 DOOR WITH MORTISE LOCK& DEAD BOLT z TYPICAL ANCHORS (ED SIDE JAMB: (SEE ELEV. FOR SPACING) (SEE DETAILS ON SHEET 3 & 4) TYPE A 31W DIA LAG SCREW (THRU EMA) INTO 2BY WOOD BUCK OR WOOD STRUCTURAL 1-12" MIN. EMBED 1-12" MIN. EDGE DISTANCE TYPE B. 3/8" DIA HLC SLEEVE ANCHOR BY'HILTI' (THRU EMA) DIRECTLY INTO fd=3000 PSI CONCRETE, 3" MIN. EDGE DIST. DIRECTLY IMO fd=2000 PSI CONCRETE BLOCK, 3-10 MIN. EDGE DIST. 1-1/4" MIN. EMBED TYPE C. 30 DIA CARBON SLEEVE ANCHOR BY'WEJ-IT (THRU EMA) DIRECTLY INTO fd=4000 PSI CONCRETE, 2.3/e" MIN. EMBED DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK 1-1/4" MIN. EMBED 3.12" MIN. EDGE DISTANCE TYPE D. 3W DIA POWER BOLT BY'POWERV (THRU EMA) DIRECTLY INTO fd=3000 PSI CONCRETE 2-12" MIN. EMBED 312" MIN. DGE DISTANCE TVPE E. B DIA SMS OR MACHINE BOLTS MIN. GRADE 2 CRS OR STAINLESS STEEL HRU EMA) NTO METAL STRUCTURES (STEEL OR ALUMINUM 118" MIN. THICK) STEEL : fy = 36 KSI MIN. ALUMINUM: 6D63-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE F. WIRE ANCHOR (fy min. = 60 KSII 0.173 DIA STEEL WIRE ANCHORS EMBED INTO CONCRETE FILLED BLOCK WITH 8.75" EMBED TYPICAL ANCHORS (W THRESHOLD: (SEE ELEV. FOR SPACING) TYPE G. 114" OR 5116" DIA ULTRACONS BY'ELCO' fy =155 KSI fu =177 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2.12' MIN. EDGE DISTANCE 1/4"TAPCON BY ITW N=SO KSI 11=120 KSI DIRECTLY INTO fd=300D PSI MIN. CONCRETE 1-Ire MIN. EMBED 2-12' MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER TYPICAL ANCHORS 0 HEADER: NONE ._,........ PRODUCT REVISED as complying with the Florida Building Code NOAa,e. 20-1005.09 Expiration oats 10/13/2025 By Mlaml-0ade Product Control 140 410104 `v AD10-11 September 24, 2020 z oe 7 d CONCRETE BLBCK 4 4 4 4 A Q d d 4 GROUT FILLED 1/4" MAX. fd = 2000 PSI MIN. _..... . __ w � c -20 x z" MS 14 x1" SMS CONCF ETE p O fc'=3K I CONC OCK fc'= 2 KI Ia- �l PLATE 1/4" MAX. ) 1/4" FH. MS. SHIM SPACE "SLEEVE w OR 1 1/2" EMBED m :ONCRETE 1 3/4" O.C. MIN. 0 2 1/2" MIN E.D. O o 0 3 TYP. ANCHOR MG95OF MULLION 1/4" MAX. SHIM SPAC WITH SERIES 2000 DESIGN HARDWARE PANIC DEVICE JAMB DETAIL `+ 0 1 5/8" x 2 5/8" x 1 5/8" 14 GA STEEL CHANNEL REINFORCEMENT APPLY WHEN DOOR SIZE I GREATER THAN Vx 7'22/1 I u 9 O 9 18 13 pB PH SMS @12"O.C. 18 NN c MAX. OR WIDTH OPNING 98" 19 4 Z r4 5 MAX. FRAME WIDTH 100" 0Z S.. a�0 JAMB DETAIL EXTERIOR LOCK OPTION #1 /�1 2 t N E C 1 RIM 2000 W/ MULLION u l W 7 (REQUIRE DOUBLE W a eo DOOR ONLY) F 2 0 px,o EMBED. w O ca m W 2 a 00 INACTIVE 16 12 F ACTIVE m O SEE TYPICAL EXTERIOR PRODUCT REVISED as complying with the Florida 10 11 Building Code NOA-No. 20-1005.09 1 Expiration Date 10/13/2025 f1 gy Lu.7 t• L , k / `J Mlam1 INACTIVE JAMB DETAIL C2 EXTERIOF @ 12" D.C. LOCK OPTION 02 2 CYLINDRICAL LOCK W/ DEAD BOLT $B PH SMS @ 12" D.C. AAA. UUUM VVIU 111 UetmrvU Vo- MAX. FRAME WIDTH 100" LOCK OPT12NLOCK OPTION #3 3 MORTISE LOCK W/ DEAD BOLT vJ JAMB ANCHOR 8 O �TAL�TRUCTURE m MIN. 1/8" THK :I yt .0 1/4"MAX. N F -�>✓ SHIM SPACE LL JAMB DETAIL CZ m ui 0 a OPP. — n J 3 m 4 J Z m O N0. 23 24 m 2 ONp le Z c N_ 12 rc � ACTIVE H 8 EXTERIOR INTERIOR ASTRAGAL OPTION ($ FOR WATER INFILTRATION ---- gNQri,�r �*$ irrh �S�ONP�t��`I ADIO-11 MIAMI DADE COUNTY September 24, 2020 11==� 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 xYr" FH MS AND TO PANEL WITH 'P. ANCHOR CTURE 'ORCEMENT SINGLE DOOR LOCK OPTION #2 & #3/-C, LOCKSEAM DOOR EDGE CONSTRUCTION 00'MAx FRAME,MOTR SS' MAX OOOR OPENING,MDTI Al z L --- J / \ L--- J v Fr( INACTIVE \ / ACTI E -ir ONES% -FORANQIORINTOOftIMO VKIODONLY IYP. 'gym ss ONEEMR/, PlidiDR -FOR PNp10ftIM0 W90D ONLYTYP. SILLTITNERS MM —T—T 1w TYP. ELEVATION W1 LOCK OPTION #1 (RIM PANIC & MULLION) LOCK OPTIONS 1rj LOCK OPr10NS FOR DOUBLE OOORS ACTIVE LEAF CAN APPLY FOR SINGLE DOORS C_3 ACTIVE LEAF / \ 'DESIGN HARDWARE 2000 SERIES' PANIC EXIT DEVICE / / 22 \ \ LOCATED AT PANELS AT 40" FROM BOTTOM, FASTENED WITH (6) 14 x 1Y2" FH SDS. INACTIVE LEAF x N N z' N e N o w \ / 'DESIGN HARDWARE 2000 SERIES' PANIC EXIT DEVICE V \ / LOCATED AT PANELS AT 40" FROM BOTTOM, FASTENED m uuuiov I � .nrre . WITH (6) 14 x %" FH SDS m e m LOCK OPTION #1 "LOcKWOOOD c� DOOR W/ PANIC EXIT 95OF MULLION" (2) SURFACE MOUNT METALLIC KEEPERS 0 6,6 w DEVICE 8 MULLION 40" FROM BOTTOM WITH (3) #10 x 1 1/4" FH SDS = OF >: U — — — — — — — — — — — — - Z c�D G. ACTIVE LEAF 2 25 SCHLAGEAL53PD SERIES" F E LOCATED AT 39Y2' FROM BOTTOM, W j °u P_] FASTENED WITH (2) 8 x 3/4"MTS. 111 9 "SINGLE CYLINDER DEADSOLT LOCK" Ya = 0 a 0 v / \ LOCATED AT 47Y4" FROM BOTTOM WITH (2) 28 x I %" 0 Z PH MS AND (2) 8 x y" FH SMS. \\ INACTIVE LEAF00 // 'WES FB458 MORTISE FLUSHBOLTS 2 m z LOCATED AT TOP AND BOTTOM, FASTENED WITH (4) 8 "' FH MULTI THREAD SCREWS w 4 LOCK OPTION #2 STRIKE PLATE 39.1/2" FROM BOTTOM WITH (2) #12 X1" FH s DOOR W/ CYLINDRICAL MULTI THREAD SCREWS LOCK & DEAD BOLT' w ,.. ~ STRIKE PLATE AT MIDDLE SPAN OF FRAME HEAD '° WITH (2) #8 X314" FH MULTI THREAD SCREWS $ STRIKE PLATE AT MIDDLE SPAN OF THREHOLD J 2 = WITH (2) #8 X1 1/2" FH MULTI THREAD SCREWS a Q ] o d I--moo ----------------------------Nwdz„ € >OLL ze ACTIVE LEAF 3 > o _ _ "SCHLAGE L9453P MORTISE LOCK W/INTEGRATED DEADSOLT" s OJ ��w C-3 / \ C-� HANDLE LOCATED AT 3r/j," FROM BOTTOM, ' J Z m , / \ FASTENED WITH (2) 10 x D/4' MTS. O w 0 m / \ DEADBOLT LOCATED 40'" FROM BOTTOM E' = 00 FASTENED WITH (2) 12x1" FH MULTI THREAD SCREWS rn o 3 \ / N O INACTIVE LEAF T Iwcm� "IVES F8458 MORTISE FLUSHBOLTS' 'N" > I I LOCATED AT TOP AND BOTTOM, FASTENED WITH (4) h LOCK OPTION #3 8 X /." PH MTS. DOOR W/ MORTISE STRIKE PLATE 39-1/2" FROM BOTTOM WITH (2) #12 X1" LOCK & DEAD BOLT FH MULTI THREAD SCREWS FLUSH MOUNT METALLIC FLUSH BOLT AND FLUSH GUIDE TOP AND BOTTOM WITH (2) #8 X3/4" FH I&qI„UTHF4 SCREWS aaaaa CLi WANp ,"1, a PRODUCT REVISED ♦ c,'v E. as complying with the Florida �.•'`` �� ;. fiCORIDPA$$ 'OSTRA Il Building Code .NO_t]%55983 4 i Doze NOA-No. 20-1005.09 %C.I.2 sc4Le Expiration Date 10/1312025 ; i O� BIB DwfN By 1,="7 Mlaml-Dade Product Control F d� ♦� �. L D-� •(Gi1a�. DRAl11Nc xD. ����ipSS;ONppOaa� ADIO-11 MIAMI OADF COUNTY Septembef 24, 2020 a --e v lu N qG a C C N t U m s� v � C fV 6ti �� w U z F ui Wy m z0 a o z z sa m Wp a` U Nx s$ Y W c F- o J mom H =gym N 0 11 3 m� o > 3E� J Z m0 7 e O NOW H = �0 z o F Ln a � c . !_arm a pj0 55983 DAiE PRODUCT REVISED WA4..W.E.--er" as ldingcompCing with the Florida Building Code SNOA�Io. 20.1005.09q�ersaecr Boa BxptratfonzDae 70H312029 ,,',i �S4� ...... p�A.7 11 it Miami -Dade Product Control Se tember 24, 2020 s oe v MIAMI DADE COUNTY P BILL OF MATERIALS ITEM NO. PART NO. MATERIAL QUANTITY DESCRIPTION MANE./SUPPLIER/REMARKS 1O - STEEL AS REQ'D. FRAME HEAD/JAMB (2" x 5 18 GA.(0.053"MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) 20 - STEEL AS REQ'D. DOOR FACE SHEETS (48" x 96" x 0.044") 18 GA.(0.044" MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) 3O 520S ALUMINUM 1 BUMPER TRESHOLD (5" x %" x 0.094") HAGER 4O S88_ VINYL AS READ. ADHESIVE VINYL BULB PEMKO 0 - STEEL 4 PER LEAF HINGES HAGER /DESIGN HARDWARE © - STEEL MASONRY WIRE ANCHOR 0.173 DIA. Fy = 60 PSI 7O - STEEL AS REQ'D. CLOSER BOX (1 9/s' x 43/s' x 0.053") 16 GA. GALVANNEAL STEEL ® - STEEL AS REQ'D. END CHANNEL (1 5/e" x 1 3/s' x 0.053") 16 GA. GALVANNEAL STEEL 9O - STEEL AS REQ'D. HINGE REINFORCEMENT 10 GA. GALVANNEAL STEEL 10 - STEEL AS REQ'D. EMA 18GA ANCHOR (PIPE) VISION HOLLOW METAL 11 - STEEL AS REQ'D. EMA 18GA ANCHOR OPTION (BUTTERFLY) VISION HOLLOW METAL 12 - STEEL 1 CYLINDRAL LOCK REINFORCING - 13 - - AS REQ'D. HONEY COMB 1" CELL - 14 - VINYL/STEEL AS REQ'D. TOP CAP OPTIONAL VISION HOLLOW METAL 15 MG 950E STEEL AS REQ'D. 2x3x1/8" REMOVABLE MULLION LOCKWOOD Fy min. = 46 KSI 16 A0010 STEEL AS REQ'D. ASA STRIKE REINFORCEMENT VISION HOLLOW METAL 17 A0024 STEEL 1 MORTISE BOX REINFORCMENT VISION HOLLOW METAL 18 A0051 STEEL 2 /PANEL RIM PANIC BOX 14" LG. VISION HOLLOW METAL 19 - STEEL AS REQ'D 1 3/4" x 0.12" THK ASTRAGAL VISION HOLLOW METAL 20 - STEEL AS REO'D FLUSHBOLT GUIDE VISION HOLLOW METAL 21 - STEEL AS REQ'D REVERSABLE FLUSHBOLT HEAD REINFORCEMENT VISION HOLLOW METAL 22 2000 STEEL AS REQ'D SERIES 2000 DESIGN HARDWARE PANIC EXIT DEVICE DESIGN HARDWARE 23 AL53PD STEEL AS REQ'D SCHLAGE Al-53 PD CYLINDRICAL LOCK &DEAD BOLT SCHLAGE 24 - STEEL AS REQ'D SCHLAGE L9453 MORTISE LOCK W/INTEGRATED DEADBOLT SCHLAGE 25 - STEEL AS REQ'D IVES FB458 MANUAL FLASH BOLTS IVES p�t"'µygrr+r��is 21 UNIVERSAL #12-24 MS roe FLUSHBOLT GUIDE DRILL 8 TAP 1!8" %� 4 PER LEAF 4.500" S a a a REINF. PLATE FOR / I #8-32 M.S. (4 12" FOR 80", 62" x PLACES), 1/8" AND 84" DOORS MORTISE AT TABS. 24" FOR TOP FLUSHBOLT 96" DOORS 10.0287" 4 Y, I I I ' I I v es 2.11248" iL� iY„ I 4.500" 6'/a" I j j N� 0 om = y F m4� m W 5 T/s" 1" CUT OUT Z ¢ w y„ 2 %e' 16" W— m c WZ x Z0 0 m m MEETING EDGE DETAIL STEEL HINGE MASONRY WIRE ANCHOR CLOSER BOX m i OPTION 2&3 s tmin=0.134" B FyMIN=60KSI N a �Q 0 0 N� 2.000" d o W 2.55 H .776 .774 1.500" 1 .0906 .56 J 0.4375" 1 »Q 11Y. F3.413 J}31-a¢l: WpZ c (�N7 5752375' o"9 .625" 0.4375" 1.875" j p 11.006 yz' 1 �s" —* %" — L� 10.5 6.984 R.100 1.23 ° DIMPLE (6) .266 3.413 H Ic N �O eoLL On O N O m = o O Z v O 14 U)~ FRAME HEAD/JAMB 34 �6' AREA (0.775") o o w 1 8 GA STEEL (0.053") 1 %s' W, R.237 (8) 6" 12 Y" " me HINGE REINFORCEMENT fiul! � 3/„ s 10 GA STEEL 5.000" END PRODUCT REVISED CHANNEL complying with the Florida ;�� e G �'P E. mae 8 Building Code ;. R'bRID RSTRAU B Ito 55983 16 GA STEEL NOn-No. 20-1005.09 _ •� C.A.N. 2 - 1� l scvc .500, Expiration Date 10/13/2025 i ~ O By Ise•: !.L�.�4 ,p'L � �yd' Pswecr �aa Mlaml-0ade Product ControlR s TRESHOLD .i8o0iNP.``� MIAMI DADE COUNTY September 24, 2020 AD10-11 8 OF 7 Uw - 2.5" m zo�per�� 5.5158� 5° 4.3158" _ y �w 1" 8-32 TAP X 2 PLS. 1.3285' 1.25' • TO 2" oao Q. .63" .7989" 0 0.6" .45" z ® m 4782" 0 0.1088" ^' C R.08 •3995" FLUSHBOLT GUIDE U 981, 20 1l8" 01 1.62" .6" 0 o co u t r C 0 Y]' NN m 6.2158'1 .285" z 0. w SPOT WELDS 1Bps" .1394" .95" 3• v1s * 3yy 2 U .25" 2 aid:a 2" ; N o 4.257" 3.9213" W N 9 3.3073" - ,- 2%^ Z po L25""7 5' .25" .375" /e '� 1Yz" p �'• m m 2 7" � W N 2.66" TABS BENDED .074" •075' I > g X 1.575" DRILLRAP FOR %Z SCREW 0 4 TWO PLACES N� CYLINDRICAL LOCK REINFORCING 21 REVERSABLE FLUSHBOLT "s FRAME CORNERS DETAIL 12 HEAD REINFORCING w F b �2 4 9,1. o J E O m J O F =Jm w W ❑Z.. N BOLL w 4 17132" 3 > 0 0 ae� J 2„ 18 ASA STRIKE REINF. e 0 N o m 20 GA STEEL _ Z STEEL TOP CAP 15 LOCK WOOD SERIES 950F m 1D EMA ANCHOR REMOVABLE STEEL MULLION PRODUCT cos FloridagREntlsiEw 18 GA STEEL OPTIONAL Bolldln® code NOA-Ho. 20-1005.09 g Explratlon Date 10/13/2025 Miami -Dade Product Control '•»'." ? ! 415/16" 0@0�'p •WANq++q�� ;.F&1R 511 STRAL(1<V i n re w %0 55983 WCA4..VINYL TOP CAP 14 OPTIONAL �. n �PtaR•.•2C,.� �� MORTISE BOX REINF. ���.+F3310NA�'t, AD10-11 EMA ANCHOR 18 GA STEEL MIAMI DADE COUNTY September 24, 2D20•�` 11 7 OF 7 (mtKt) z 00 �-osq,__ a e uj ¢w �W C �. �i ry°0° ,orb SET 112" ' IRON ROD LB 0463 NOT PLATTED SET 112" I IRON ROD ,� 1 Le#7463 X, S89054,'12"W 272.26' 20'-0" SIDE ry u I _ SETBACK � � � f o° PORTION OF I o x� SgUTHWEST 1/4Ito ( SE TION 7-34S-40E o I m , f � ivINCLUDED). h')20'-0" y �' 40'.-0" - y DCD m x60 i X ,�"°"` 1(n w m I f4 x- cq I' 1 t FF: 22.67 F00 T I � f i 20'-0" SIDE :' SETBACK I ry, ei N ti�h� 4 °.rt' N89057'46"W 272.24't x FOUND 112" IRON ROD ti NO 1.D. NOT PLATTED _ Or%f ITU I IAIC /1C O Mf a /A Reviewed by Emma T. Mellinger P.E. 50049 BUILDING DATA: w U Z �w o W cn CO a ce O RE U) J . 0 wmIL U Q 71 m • �� N cc(���111 V1 3 0PYLL. w N U - O N J Z' 0a Z o: d s.. co F AER �V •�+.+ SS'WQR ECTION7-340E S80°31'03"E ;59' SNU1009 O�NCRETE MONUMENT �y (wa Y