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WS-18-3745 (2)Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit Nv.: WS-12-18-3745 1_4D ' Permit Type: Windows/Shutters Wgr� k Cr lassification: Window/Door Replacement Permit Status: Approved Issue Date:01/04/2019 1 Expiration: 07/03/2019 Parcel Number 9600 NE 2 AVE, Miami Shores, FL 33138 1132060132510 Contacts PALAZZO LEONI LLC Owner PALAllO LEONI LLC Applicant TODD LEONI TODD LEONI PO BOX 381703, MIAMI, FL 33238 PO BOX 381703, MIAMI, FL 33238 NEWMAN & NEWMAN GENERAL Contractor CONTRACTORS INC ROBERTO NEWMAN 7705 SW 86 ST B-115, MIAMI, 33143 Business: 3058987526 ROBERTO@ N E W MANGC.COM Description: SHOP DRAWINGS REAR ACCESS DOOR Valuation: $ 800.00 Inspection Requests: 305-762-4949 Total Scl Feet: 617.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $126.55 Building Department Copy Payments Date Paid Amt Paid Total Fees $126.55 Credit Card 01/04/2019 $126.55 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatiq ,ce ruction and zon' . Futhermore, I authorize the above named contractor to do the work stated. Authorizeq',';iignaturg er / Applicant / Contractor / Agent Date January 04, 2019 Page 2 of 2 Miami Shores Village RECEIVED DEC 2 0 2913 �6a Building Department \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 -�j Tel: (305) 795-2204 Fax: (305) 756-8972 ^ ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 Il�IC) FBC 20 BUILDING Master Permit No. CC — i 2'i� -z z 5C PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION EJRENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF CANCELLATION HOP CONTRACTOR i DRAWINGS JOB ADDRESS: ITS N r_- 16 ` T City: Miami Shores r/ County: Miami Dade Zip:JZ✓'(��� Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): FAL Z-2 LE(D 0 L L.L C— Phone#: Address: Po T?-;,o � ldJ� k /0 City: MI_&i-1 i State: C D 2) _b ► Zip: Tenant/Lessee Name: Phone#: Email t.Ir-w YE_1�1>J -� Iv l:i--_ U) lrih$ N CONTRACTOR: Company Name:G(zn�c7cA1 �y) C l Q S ) �C ` Phone#: �OS —U `� (S , Address: ! 70S sLu (� (,ST f S r City: f" LL r' 1 L State: Zip: _1 6 Qualifier Name: P'C)Q—_'&-Vnk-U 0 VJ 1 �� Phone#: 3US - 0 S'26 State Certification or Registration #: CG e 1: ISZSS %S Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: c7U /'' Value of Work for this Permit: $ -' Square/Linear Footage of Work: O t Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: S"D? bt2 IlGy1 �JG'-Z B CCE� SS J7CQ72 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $. Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ ! TJ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apiroved and a reinspection fee will be charged. Signature Vl/V'�' Signat e OWNER or AGENT CONTRACTOR Theforegoing instrument was acknowledged before me this % q day of �%W6177 %jam , 20 ZO/, by �40U la%V/ who is personally known to ------------ me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:1Z -� � J� Print: Seal: *************** APPROVED BY (Revised02/24/2014) ANDREW VOGEL MY COMMISSION # FF919683 EXPIRES: Novtmba 25, 2019 The foregoing instrument was acknowledged before m his day of � 2 :P Q �� W ho is pers23Tfa1 y krlo t� me or who has produced -H tic Q ns e as identification and who did take an oath. NOTARY Si 4 Print: Seal: MAHARAI K. GONZALEZ MY COMMISSION # GG 044602 Bonded Thru Notary Public Underwriters ****************************************************** .,Z'/ Plans Examiner Structural Review Zoning Clerk MIAMI•DADE 1� n ' NM&MI-DADE COUNTY PRODUCT CONTROL SECTION r kk� 1 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURC j R , , , Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE(NOA) r ,� `�', ;" www.miamidade.gov/economy MeskerDoor, LLC 3440 Stanwood Blvd., Huntsville, AL 35811 SCOPE: ••••.• • •• ••..•• This NOA is being issued under the applicable rules and regulations governing the use of eoi amction materials. The • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Pgttltibt ContW&4ion to • be used in Miami Dade County and other areas where allowed by the Authority Having JurisBficlion (AHJ)� * ' * : 6 6. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Conntyl:roduct4j;4el Secfion• • • 0600 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re, sp"j •the right So have Ms. - product or material tested for quality assurance purposes. If this product or material fair to•pdrform.in tljp acceWCd.;. 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 reservers• lha right to revoke �k is• . acceptance, if it is determined by Miami -Dade County Product Control Section that this product or nrztterial 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: N-Series Outswing Opaque Steel Doors-LMI APPROVAL DOCUMENT: Drawing No. AD14-19, titled "N-Series Outswing Opaque Steet Door (LMUSMI)", sheets I through 12 of 12, prepared by MYC Engineering Inc., Sep OS, 2017, signed and sealed by Yipping Warig, 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 sheet 1 thru 4 for Lock Hardware Options. See sheets 1 thru 5 for Anchor Bracket types and anchor types. 2. See sheet 3 for Embossed or Flush panel options. 3. Private labelling is not part of this approval. 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. r— TERMINATION of this NOA will occur after the expiration date or if there has been a visi n materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en ors m, for sales, advertising or any other purposes shall automatically terminate this NOA. Failur to or of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida; expiration date may be displayed in advertising literature. If any portion of the NOAis di played in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or i shall be available for inspection at the job site at the request of the Building Official. I U) This NOA revises # 14-1021.03 consists of this page 1 and evidence pages E-1 & E-2, as well 'as mentioned above. Fi The submitted documentation was reviewed by Ishaq I. Chanda, P.E. "-N0 MlAMFDADE COUNTY � Expiration Da Approval Date: D. 2�r�7 nge nx�i any r�d aq U rith E ny,4ticti6n Lj LL qi ell- d- y the it sh A one ' " 4 -ibut rs d C) ial documeA U C] w p LL n� - do. 17t0920.0 'Juiy16, 2020 inlietV, 2017 Page 1 Mesker Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT G. OTHER 1. Test proposal #13-1401, dated 04/04/14 approved by RER. • • • • •2 Internet posting of Mesker Holding, LLC. . . .:.... 2. ' • •' +Eividenee;aabmitted under previous approvals • A. -nkAWV&% • • • • ...L Drajvipg.LTo. AD14-18, titled "N-Series Outswing Glazed Steel Door (LMI/SM1)", sheets 1 '....' througW12 of 12, prepared by MYC Engineering Inc., dated Sep 05, 2017., signed and sealed • by Itilritt Wang, P.E. Nate: Rtvision consist of FBC 2017 code update in sheet 1 B. '.' *ALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayer", expiring on 07/4/18. 2. Notice of Acceptance No. 13-0717.01 issued to Sabic Innovative Plastics, Inc. for their "Lexan Polycarbonate sheet Products", expiring on 07/17/18. E. STATEMENTS 1. Statement letters of conformance to FBC 2017(6th Edition) and FBC 2014 (5"' Edition), dated 11/29/17, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E. 2. Statement letter dated 11/28/17 of code revision note update only and no other changes in approval drawings, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E. F. OTHER 1. This NOA revises NOA # 14-1021.04, expiring 07/16/20. �s4.!$1.(�<IN11_ Ishfiq I. Chanda, P.E. Product Control Examiner NOA No. 17-0920.08 Expiration Date: July 16, 2020 Approval Date: December 07, 2017 E -2 Mesker Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals ...... A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files beloWj.• ... . .. ...... 2. Drawing No. AD14-19, titled "N-Series Outswing Opaque Steel Door (LMI/SA ', sheets l.through.12 of 12, prepared by MYC Engineering Inc., dated 01/21/15 and last revised oR Ar 01, 29;5, signed anT' •: sealed by Yipping Wang, P.E. 000000 ' • • • • ; • • • ...... .... ..... . B. TESTS (submitted under file # 14-1021.03) .. .. .... ..... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ; • ; • • ; • 2) Uniform Static Air Pressure Test, Loading per•FBG TAS 102794 3) Water Resistance Test, per FBC, TAS 202-94 • • • • 000000 • • • 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 marked -up drawings and installation diagram of outswing Steel door w/ glazed steel lite kit assembly, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 7245, dated 08/22/14 and FTL 8120, dated 12/19/14, signed and sealed by Idalmis Ortega, P. E. Note: Test report FTL7245 has been revised by an addendum letter dated April 10, 2015, issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor Verification calculation dated 01/12/15, 07/01/15 and last revised on JUL 07, 2015, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile strength test report FTL 8319 for "Kit Steel frame" per ASTME-08, dated 04/07/15 issued by Fenestration Testing lab, signed and sealed by Idalmis Ortega, P. E. F. STATEMENTS 1. Statement letter of conformance FBC 2014 (5th Edition) and letter of no financial interest, dated 01/09/15, prepared by MYC Engineering Inc., signed and sealed by Yipping Wang, P.E. 2. Statement letter dated 07/08/15, issued by Mesker Holding, LLC stating Mesker Door, LLC is the subsidiary of Mesker Holding and requesting NOA to be issued under Mesker Door, LLC, signed by Aaron R Schwartz, Chief Financial Officer. 3. State of Alabama Business entity details and legal name listing dated 11-07-2013, signed by Secretary of State. 4. Lab compliance as part of the above referenced test report. �-4-C,�•(U-- ,-- 1sha4 I. Chanda, P.E. Product Control Examiner NOA No. 17-0920.07 Expiration Date: July 16, 2020 Approval Date: December 07, 2017 E - 1 i (FRAME WIDTH) A 96" MAX. (DOOR OPENING) 6 IT L- --� DEADBOL HARDWARE \ FOR LOCK `\ OPTION 1 ONLY B INACTIVE `\ ,/ ACTIVE TYPICAL EXTERIOR ELEVATION (XX) (LOCK OPTION 1 (MORTISE LOCK WITH DEADBOLT) & LOCK OPTION 2 (CYLINDRICAL LOCK) SEE SHEET 9) N SERIES OPAQUE OUTSWING STEEL DOOR (LMI & SMI) - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 6TH EDITION FLORIDA BUILDING CODE 2017 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE AND SMALL MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS_ - ALL DOOR OPENINGS PASSED WITH WATER INFILTRATION. - 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. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 6TH EDITION 2017 FLORIDA BUILDING CODE SECTION AS APPLICABLE. OPTIONAL SEE SHEET 2 ,ANCHOR TYPES A OR L INTO CONC. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . .. .... .. .. v 52" MAX. .. • • • .: • : : • • • • • • in 4ME WIDTH) • • • • • GROUT FI11ED&RAME ae^ MAX. A 1R (1PFNIN(:1 • 11NCHORS • • • • • • WHEIfIRA601fit • ARE USED \ \ \ DEADBOLT \ HARDWARE \\ FOR LOCK OPTION 1 ONLY / / B / ACTIVE •• •• • • • • •• ion ff o \\ _ \\ v w \ FOR HINGE -LOCATION / LL / _ SEE SHEET 2 / v / 2 PRODucr // a ��•h�Twr uq .._ _.. 74" - SEE SHEET 2 (DOOR PANEL WIDTH) ANCHOR LAYOUT ANCHOR TYPES. A WIRE ANCHOR H & TYPICAL EXTERIOR ELEVATION (X) OR L INTO CONC. STRAP ANCHOR K (LOCK OPTION 1 (MORTISE LOCK WITH DEADBOLT) & (FOR BOTH SINGLE & DOUBLE DOORS) LOCK OPTION 2 (CYLINDRICAL LOCK) SEE SHEET 9) METAL STRUCTURES NOT BY MESKER DOOR INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1X OR 2X WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. DOOR PANEL: MIN. 18 GA. GAV. STEEL, Fy = 42 KSI MIN., Fu = 51.5 KSI MIN. DOOR FRAME: MIN. 16 GA. GAV. STEEL, Fy = 42 KSI MIN., Fu = 51.5 KSI MIN. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE-7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ALL OPENINGS PASSED WITH WATER INFILTRATION. DESIGN LOADS (FOR SIZES MH "WE OR SMALLER) AS PERMITTED BY FBC +65.0 PSF CEP p 5 2017 - 65.0 PSF gwow• CA.N. 28677 �_ = 7i,01!.O�Fo MMMI ON)E COUNTY m 2 0 w U o J w aS m N <00" o O cl Qa� w it g w O zZ (n ro = N 3 Lu m D N O .. w n s U) z II AD14-19 II t 6" MAX. TYP ANCHOR BRACKET TYPE A IMI6ER OF It READ 401OR TYPES DOOR YA[NOTxx NEW erxss• arxM• D1 a B 81,D 2 2 C, F 2 1 (DOOR OPENING) SVR \ �.r2-==•=__ -----=Sy�] FOR HINGE \ / LOCATION \ / SEESHEET2 TYP. ANCHOR \ \\\\ / B SEE SHEET ACTIVE ACTIVE 47 314" 47 3/4" p SEE SHEET 2 OOR PANEL WIDTH) (DOOR PANEL WIDTH) X -ANCHOR TYPES A TYPICAL EXTERIOR ELEVATION (XX) OR l INTO CONC. (DOUBLE PANEL OUTSWING OPAQUE DOOR) (LOCK OPTION 5 (SVR) SEE SHEET 9) FRAME ANCHOR H SILL ANCHOR DOUBLE RABBET FRAME (OPTIONAL) ANCHORS A AND L SEE SHEET 5 MAX. ------T--—1 \ L----� rz \\ N U Q i Nb \ W U 4W i z 2 g \ \ y �z o \ \ \ 0Ill W a SVR ZS Z J R FORHINGE d Wz // // / LOCATION 0 z U �m / SEE SHEET "v '� 00 6 z a€3 V 0 �� / / ACTIVE 7 "' g m 8" MAX. TYP. 12" AT CORNERS MAX. H OPTIONAL OPTION 1 OPTION 2 c 47 314" SEE SHEET 2 6B5 HINGE CONTINUOUS HINGE a (DOOR PANEL WIDTH) ANCHOR TYPES A m I TYPICAL EXTERIOR ELEVATION (X) OR L INTO CONC.HINGE LAYOUTS K 8 J $ o (SINGLE PANEL OUTSWING OPAQUE DOOR) (FOR BOTH SINGLE & DOUBLE DOORS) _J g (LOCK OPTION 5 (SVR) SEE SHEET 9) (SEE DETAIL ON SHEET 5) g ¢ 4 O g O DESIGN LOADS (FOR SIZES SHOWN ABOVE OR SMAU-M AS P MITTED ByFBC W D1 a3 N� t<- j lL Vl .`Op NOTE: +65.0 PSF w gz 1 Y ~ CONTINUOUS HINGE OR EIB5 HINGE -65.0PSI z (� n=� ACCEPTABLE ON ALL OPTIONS. vi Il.l FOR PANEL HINGE OPTIONS, SEE SHEET S. GCP C1 5 2017 a N FOR DOOR EDGE AND EDGE SEAM • • •' • " 1 !. w a OPTIONS SEE SHEET 4. • • • • •' /// • • •• • • • • • • • • • • YIPIN6y1'A'AN6�P.6 Z • • • • • • • • •jL0•la1 REGISIRAnd4 Vxo/is PRODDC t REVOW wcw phkgwftbft nod" -- mistsimAAa C.A.N. 28677 -7 r a 6�Trriran�,�p• • • • • • • • •"' AD14-19 ' MIAMI DARE COUNTY ' 2 OF 12 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MWER OF ANCHOR REO'O ANC" TYPES DOOR WJI WOTN%H3OIT arxsr xxx Dl 4 4 B. B1, D 2 2 OR L INTO CONC. TYPICAL EXTERIOR ELEVATION (XX) (DOUBLE PANEL OUTSWING OPAQUE DOOR) (RIM PANIC LOCK OPTION 3 SEE SHEET 9) WITH MULLION ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . 1. 52" MAx. • • e FRAME WIDTH • • • • • *00 • • 48" MAX. 1 3 (DOOR OPENING) • • • • • • 11/4-20 X -F-- 6 • • • • 3/4"iH MS � • •• • • • • \ \ •• ••• • • • • • \ on \ NCO eq \ 1f1 a7 iWi I \\ RP >.; o Z C w z I \ (2) 1/4-20 X 1 1/2" FH TEKS y (� Q m a \ Z H i W IM PANIC o i DEVICE / W Z t! p Q0 S ( ------ —� WQ q Z I / FOR HINGE 0 <m 6 I / LOCATION Zp Z- / SEE SHEET (2) 5/16" ULTRACON 13/4"EMBED. ) D 1 / 5" MIN. EDGE DIST I / // ACTIVE g 6" MAX. TYP. 12" A7 ORNER.5 MAX. H OPTIONAL 47314 SEE SHEET 2 (DOOR PANEL WIDTH) ANCHOR TYPES A DESIGN HARDWARE SERIES KRM OR L INTO CONC. REMOVABLE MULLION TYPICAL EXTERIOR ELEVATION (X) FY=36 KSI MIN. (SINGLE PANEL OUTSWING OPAQUE DOOR) PROI1LICf REVISE-p 1/8' THK. STEEL (RIM PANIC LOCK OPTION 3 SEE SHEET 9) Y4•�PlyhRaMs iht NwMs 4Ceds DESIGN LOAD +M.rMM•tC V• 2b •D (7 fwRs¢es 9AOYMA!(NEOR•IALLFR> RS PeRrunEn BY FBC 47 314' MAX ANEL MADT tiw go a �� ®® Hug g OPTIONAL PARTIAL EMBOSSED DOOR LEAF PATTERNS (MIN. Fy = 42 KSI, MIN. Fu = 51.5 KSI) NOTE: Lij CONTINUOUS CONTINUOUS HINGE OR BBS HINGE ACCEPTABLE ON ALL OPTIONS. > r FOR PANEL HINGE OPTIONS, SEE SHEET 5. O FOR DOOR EDGE AND EDGESEAM. '// w a OPTIONS SEE SHEET 4�:' �- L`; "' w z WANC,^P.E. • "DA REGISTRATION �ryp/is C�kk�� 7 @i 2017 FLUSH DOOR r OR.-�\\ ...ea.n (MIN. Fy = 42 KSI I % /w/OM1' 1, c 0 �`� 1 AD14-19 MIN. Fu = 51.5 KSI) : AIWM DARE COUNtt r; l l ! 1(1F 'Ii t 4 000 0 00 0000000 0000000 SEAMED TOP VIEW STIT H _.. I / / / / C1 z Pi 1 a/ w � � \ \ ACTIVE \\ PANEL WIDTH) -0-O-0-C OO000 ()C 0000000C O O C TOP VIEW 1FULLY DOOR EDGE SEAM OPTIONS Kll TRIM / / / B / ACTIVE 47 TYPICAL EXTERIOR ELEVATION (XX) (DOUBLE PANEL OUTSWING OPAQUE DOOR) (RIM PANIC LOCK OPTION 4 SEE SHEET 9) WITH MULLION 4 SQUARED EDGE 4 BEVELED EDG 4 000 OOOC 00000 O 000 4SDS D0000 O O O C O O O O O 0 O O O O O O O O O 0 0000000C 000 000 0000 O O C O O TOP VIEW EXTERIOR RIOR #10 X 3/43" FRO 8" O.C. TYP. DOOR EDGE OPTIONS ANCHOR BRACKET TYPE A NUMBER OF ANCHOR REO9 ANCHOR TYPES D00RWWDTHXFEW WXW B4•Xar D1 4 4 BIIID z z C, F 2 TYP. ANCHOR SEE SHEET 5 SEE SHEET 2 ANCHOR TYPES A OR L INTO CONC. 1-tA Mk13 (DOOR OPENING) PROYUCFYEVIIIIIIIIIIP -w'ylq MF\ Rye Ilnli -----T-- l `°� .07 no \ L — — — — J \ N \ O F I \\ DESIGN LOADS x CD C i (FORSR SS PERNASO Rom'/ FRCMP LER) xw I F1 \ +65.0 PSF \ - 65.0 PSF - 0 I KILTRIM w ______ / p o I------=��o NOTE: ( / CONTINUOUS HINGE OR BB5 HINGE ACCEPTABLE ON ALL OPTIONS. / FOR PANEL HINGE OPTIONS, SEE SHEET 5. I / / FOR DOOR EDGE AND EDGE SEAM OPTIONS SEE SHEET 4. 5 2017 / ACTIVE• • • • • • • • •. • 6" MAX. TYP. 72" ,(\\fug • • • • • • ' • )1PHG•BANt,7 'F.L AT CORNERS MAX, VOPTIQ�`` • • • • • • • •fl()QI�F, RECd57RAAON ^',. 47 3/4" SEE SHEET 2 pe_Es5893 5 (DOOR PANEL WIDTH) ANCHOR TYPES A ._ OR L INTO CONC. TYPICAL EXTERIOR ELEVATION X • • • • • • •' L+ (SINGLE PANEL OUTSWING OPAQUE DOOR) • • • • • A ' O ,^,P ` (RIM PANIC LOCK OPTION 4 SEE SHEET 9) • • • • • • i fS; �C� \\ • MIAMI D& ColA 4f)rlll;t`:1,. .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AD14-19 4 OF 12 TYPICAL ANCHORS - JAMB: (REFER TO ELEVATION FOR SPACING) TYPE B 31W DIA. HLC SLEEVE ANCHOR BY'HILTI' DIRECTLY INTO fc'=3000 PSI CONCRETE 1-3/8" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE ANCHORS BRACKET: TYPE Bt 3/8" DIA. HLC SLEEVE ANCHOR BY'HILTI' DIRECTLY INTO fm'=3000 PSI INTO GROUT FILLED CONCRETE BLOCK 1-3/8" MIN. EMBED, 3 1/2" MIN. EDGE DISTANCE TYPE C 3/8" DIA. SLEEVE ANCHOR BY'POWERS' DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. 2 12" MIN. EMBED, 3 1/8" MIN. EDGE DISTANCE TYPE D 318" DIA. WEDGE BOLT BY'POWERS' DIRECTLY INTO CONCRETE fc'=3000 PSI MIN. 1 12" MIN. EMBED, 3 1/4" MIN. EDGE DISTANCE TYPE D1 318" DIA_ WEDGE BOLT BY'POWERS' DIRECTLY INTO GROUT FILLED CONCRETE BLOCK fm'=3000 PSI MIN. 1 1/2" MIN. EMBED, 3 3/4" MIN. EDGE DISTANCE TYPE F 5116" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST INTO METAL STRUCTURES, 518" MIN. EDGE DISTANCE STEEL: Fy = 36 KSI MIN. 1/4" MIN. THK. ALUMINUM: 6063-T5, 1/4" MIN. THK. NOTE: EACH TYPE OF ANCHOR SHALL BE USED WITH ANCHOR BRACKET TYPE A. WIRE ANCHOR (REFER TO ELEVATION FOR SPACING (SEE DETAIL ON SHEET 10) 87i 2 MAN TYPE H WIRE ANCHOR (PF-2) (Fy = 60 KSI.) MIN. 0.182 DIA. STEEL WIRE ANCHORS EMBED INTO GROUT FILLED CONCRETE BLOCK fm'=1500 PSI MIN. vlo MW STRAP ANCHOR (REFER TO ELEVATION FOR SPACING) (SEE DETAIL ON SHEET 10) TYPE J R K STRAP ANCHOR (PF-2) (PS-241) (Fy=60 KSIJ MIN. INTO GROUT FILLED CONCRETE BLOCK fro'-3000 PSI MIN, TYPE J TYPE K NOTE: WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL -STUD WALLS MUST BE DESIGNED TO CARRY AT LEAST 271 LB/FT FOR DOORS RATED @ 65 PSF. (SEE DETAILS ON SHEET 10) TYPE A TUBE ANCHOR (PF-10) (SEE ELEVATIONS ON SHEETS 1 THRU 4 0 FOR ANCHOR BRACKET LOCATIONS) TYPE B Z ANCHOR (PF-9) (SEE ELEVATION BELOW FOR ANCHOR BRACKET LAYOUT) 9 TYPE C WOOD STUD ANCHOR (F-24) (SEE ELEVATION BELOW o FOR ANCHOR BRACKET LAYOUT) 0 SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER NOTE: JAMB SUBSTRATE CAN BE GROUT FILLED CONCRETE, 2X WOOD BUCKS, WOOD STRUCTURAL MEMBER(S), FILLED CONCRETE BLOCK WALL AND METAL STRUCTURE (STEEL OR ALUMINUM). ANCHOR TYPE SHOWN ABOVE SHOULD BE CHOSEN BASED ON SUBSTRATE TYPE IN THE PROJECT. ANY TYPE OF ANCHOR NOT SPECIFIED HERE IS NOT PART OF THIS APPROVAL. TYP.A SEE Si ANCHOR BRACKET TYPE B & C LAYOUT ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . TYPE L • M4" DIA ULTRACONMY'ELCB' (Fy=15 5K%I F i j77 KSI) • DIR INTO fc'= 000 NCRE-& 1-1/2" EMBED INTO CONCRETE, 2-1/2" MIN. EDGE DISTANCE TYPE A WIS- DIA"TIRACQNG BY'WCO' `Fy=655 *31 Fu = 177 KSI) DIRECTLY IN70 1`4k3000 P%I CONMEIE • 03%" EMBft:NTC J(SNCJETC 2-:'&' MlIt EDGE DISTANCE •• ••• • • • • • •• A8 X 508" PH SMS 8 4" FROM EN 30 tQ 8• D.C. TYP. 3- X tr X 18 GA STEEL PLATE OO 5.517'X 19"LG.XIBGA O O STEELPLATE (4) 12-24 X 112" 22 GA 4 1/2" LG. FH MS STEEL PLATE `" HINGE OPTION 1 B85 BALL BEARING HINGE A8 X WS" PH SMS 26 4- FROM EN a a- D.C. TYP. 30 14 X 1 117 FH SDS 1.385" BY FULL LENGTH BY 9 1/r O C 0.08T THICK STEEL PLATE 0 O SPOT WELDED AT EACH END 1 75" BY FULL LENGTH BY 0 O O 11.95" LG. X 0.087" THK. STEEL 0.007• THICK STEEL PLATE, O GOVT. NO. 86 MORTISE LOCK SPOT WELDED 7" O 0 O BLANK FACE REINF. TO BE USED FROM TOP 8 r O.C. EXT. MA'H LOCK OPTIONS 3, 4, & 5 10 HINGE OPTION 2 CONTINUOUS GEARED HINGE /RW(lC f- REVLSW M41Nply1� Ili tk ll•rU6 ?n-D-7 Xqk W/re� SEP 0 5 2017 i u 0 fii n U m I m J 8 lL O n 7 d O o OJ�o h W o N Y YL" z (n n 2 3 W m 0 W a W Z i3�BS „ v vm/�a CAN. 28&77'" � arm s aroax .." Ne 55c3 em ouwa is zG' AD14-19 MWAI DADE COUNTY ,' :)!4f \\�\ I nF 1 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . B$ TYPE H ANCHOR 1/4" MAX. 100" MAX. FRAME WIDTH • • • • • • • • 1K' MAX! • • • • " SEE SHEET 5 SHIM SPACE SEE SHEET 1. 2.3 & 4 • • • • • •SHIM A • (SEE ELEVATIONS 2" 96" MAX. DOOR OPENING WIDTH 0 • • 2"• • • • • • • ! FOR ON SHEET 1 SEE SHEET 1, 2,3 & 4 • • • • • 000 000 c CONCR TE OR 2 GROUT FILLED 2 CONCRETE OR p $ CONCRE E FILLED BLOCK 14 ONCRETE FILLED BLOCK •� ,�na,ftt 3 KSI #8 X 5/8" PH SMS SEAMED PANEL SIDE GROUT FILLED 1 • 6R ✓,<, L_'>'•i.k •Z��, . — _ 4" END _ _ _ _ _ _ • .. • • • Hu.'A 4 .:.,"�-•,`.:: ti n 31 3© 8"O.C.TYP. •.ip • • _7t"' .M'.fi«f ') FOR OPTION 1 • • " U s F +~ 8 ®FOR OPTION 2 • • • �• ., . �, Y.�;ayr.-",;i - 10 4 4 30 • • ! • d 000 000 000000 0°0000000000000 00 000000000000 0 00000 000o p hm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000 0 o 0 00000000 00000000 0 0 0� a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 a °°° °°o°o°°°o°° °°°°°°°°°°o°o°o°° 00 0°00000000°00 °0°0°0°0°00000° o U N 3 OR 10 EXTERIOR OOR 10 e TYPE J ANCHOR < 8-3/4" MIN. klcSEE SHEET 5 Z o WIRE ANCHOR EMBED. (SEE ELEVATIONS ON K j . SHEET 1 FOR SPACING) W i 14 Wp DETAIL C DETAIL D DETAIL E NtoDttC�Ykwrer K a 0m LOCK OPTION 1 (MORTISE LOCK W/ DEADBOLT) Z 2" LOCK OPTION 2 (CYLINDRICAL LOCK) i�iiih• �1 z W �! �\7-0420•07 U Pe p 1/4" MAX. 57' MAX. FRAME WIDTH 1/4" MAX. -"' '0 SHIM SPACE SEE SHEET 1, 2, 3 & 4 SHIM SPACE �1.. ' �.. i m w TYPICAL ANCHOR p w 2" 48" MAX. DOOR OPENING WIDTH 2" w SEE SHEET 5 m j SEE SHEET 1, 2, 3& 4 N 2 (SEE ELEVATIONS ONMOPTION Y~ 2 GROUT FILLED 2 CONCRETE OR p 0 SHEETS 1, 2, 3 & 4 ONCRETE FILLED BLOCKw FOR SPACING) 12 1 GRTYPICAL ANCHOR ::�SEE SHEET 5 z 2m w (SEE ELEVATIONS ON SHEETS 1, 2, 3 & 4 - c•; _ d JFOR SPACING)4�,cc.�12 5 Zw o 0 0 0 0 o 0 0 0 0 0 0 0 o o0 0 0 0 0 0 0 0 0 0 0 0 0 0 G0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 o g0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 O O 36 w o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p pwJOw 0 4 EXTERIOR 3QOR 10 TYPE K ANCHOR a))31 32 FSEE SHEET 5 z(K W/ DEADBOLT) (SEE ELEVATIONS ON LLI w MBED ° 0 - 0000000000 ® FOR OPTION 2 (CYLINDRICAL LOCK) SHEETS 1 FOR SPACING) F ;o V' °O° °O°000°O°O°O =O N Q w DETAILE DETAIL �� w d EXTERIOR LOCKJAMD F :i1i11€!(!!/� w SINGLE DOOR �:' SG (� �!! m SEAMED PANEL SIDE NOTE: fL�oR oRoN��% Z ALL OPENINGS CAN BE SEAMED OR SEAMLESS. PE f W'3 DETAILS ALL OPENINGS CAN BE SQ. EDGE OR BEVELED EDGE. C" FRAME HINGE JAMB OPTION r V�� wa - ,'•�� AD14-19 mKm WE couw 17 OF 12 TYPICAL ANCHSR1 SEE SHEET 51 (SEE ELEVATIONS ON— SHEETS 1, 2, 3%4 e FOR SPACTNGj Y U w m � 0OH 345 z Now TYPICAL ANCHOR TYPE F SEE SHEET 5 (SEE ELEVATIONS ON SHEETS 1, 2,3 & 4 FOR SPACING). DETAIL FRAME HINGE JAMB OPTION SEE SHEET 1, 2,3 & 4 DOOR OPENING W SEE SHEET 1, 2, ? WELDED SURFACE VERTICAL I LOCK OPTION Mil u 0 000000p00000000000-0 o°o°o°o°o°;0o°o°o°o°o ] 0000000000000000000 (4) #8 X 1 3/4" SMS OR (4) #8 X 1 3/4" WOOD SCREWS PER BRACKET. FOR LOCATION, REFER TO ANCHOR LAYOUT ON SHEET 5. DETAIL p• RIM EXT. LOCK JAMB F1 SINGLE DOORS DETAIL C1 FRAME HINGE JAMB OPTION DETAIL RIM EXT. LOCK "JAMB DOORS , 2, 3 & 4 ENING WIDTH 2" SHIM SPACE SPOT WELDED 2,3&4 MULLION 2 J ON SHEET 3) rz u �. f r oo . 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O pj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° W O O 000000000000000 0 0 O O O O O O O O O O O O O O00 °000000 O0O0000000000 0000000000000°O00°O00 O0 Z W Nb O 0 0 0 0 0 0 0 0 0 0 02020 _ O_0_O_0000000_ 0 Q ow XTERI R 2 22) #12 X 1 1/2" Z d:d: QOR 10 HH SIDS @ 2 1/2" O.C. - ,FOR LOCATION. REFER Z DETAIL E1 1 TO ANCHOR LAYOUT m) DETAIL D KIL TRIM (LOCK OPTION 4) ON SHEET 5. W Z ? U 1 /4" MAX. MAX. FRAME WIDTH Z i 'gym o SHIM SPACE SEE SHEET 1, 2, 3 & 4 ° m { 2" DOOR OPENING WIDTH U m SEE SHEET 1, 2, 3 & 4 2 SPOT WELDED Vg m 0.688" CL93' 9� 9 Y -6 U 55 U w 7 0 W a 0Ocri 20 �n z X o C^C N 0 co ` m h O 00000,00000°000000 ° O J 1° Y 0°0°0°0000000°°°0°0°0 O W 000000000000000000 0 EXTERIOR (4) #8 X 1 3/4"SMS OR (4) #8 X 1 314" d 0 WOOD SCREWS PER BRACKET. a g FOR LOCATION, REFER TO 0 o • o ANCHOR LAYOUT ON SHEET .1; w DETAIL F2 N W g ° RIM EXT. LOCK JAMB pgppp� f.A€y18E8 O Y a SINGLE DOORS epwp4rbswitbtkrig" 3 W Ampina ftwNe_�07 usm •• •• �L>N •s `n: • • w_ c • tom+ iw ,rm�,s * NOTE: CAN. 28677 o^ WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL -STUD WALLS MUST BE DESIGNED TO CARRY • 000 • • • • ^ AT LEAST 271 U 3,'FT FOR DOORS RATED 65 PSF. • • • • • • �_� _ U-- '� " • • • • • ^ • • , ��R • • • • • • • • • • • • s. Orin •',Cg�� AD14-19 • <, NWiI oat: c.ujo 8 OF 12 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a c c 100" MAX. M'bFRIES LOCK\ e / \ / N INACTIVE\ /ACTIVE FLUSH BOLTID-(XX) 100" MAX. LOCK LOCK OPTIONS ACTIVDOOR RHARDWARE CAN APPLY TO SINGLE IOR ELEVATIONS OUTSWING DOORS) OORS OPTION (EXTERIOR ACTIVE LEAF: DESIGN HARDWARE M SERIES EXTRA HEAVY DUTY (GRADE 1) MORTISE LOCK WITH (2) 8-32 X 1 1/8" FH MS LATCH = SS 3/4" THROW, DEADBOLT = SS 1" THROW. INACTIVE LEAF: DESIGN HARDWARE UL-MFB-M FLUSH BOLTS WITH (4) 8 X 3/4" FH MULTI THREAD SCREWS, TOP AND BOTTOM, a FLUSH MOUNT METALLIC FLUSH BOLT GUIDE WITH (2) #8 X 3/4" FH THREAD SCREWS, c FLUSH MOUNT METALLIC STRIKE PLATE, WITH (2) 1 /4" X 3/6" FH MS 100" MAX. / 3 \ IL TRII\M\ N \\ C, \\ ACTI // /ACTIVE DESIGN HARDWARE _/ ( ) ACTIVE LEAF: KRM VERTICAL DESIGN HARDWARE X SERIES (GRADE 1) CYLINDRICAL MULLION LOCK, WITH (2) #8 X 3/4" FH THREAD SCREWS AND (2) #10 X 1 9/16" FH MS. LATCH = SS 1/2" THROW. \ / INACTIVE LEAF: N \\ DESIGN HARDWARE UL-MFB-M FLUSH BOLTS, FLUSH MOUNT METALLIC FLUSH BOLT GUIDE, INACTIVE \ /ACTIVE SURFACE MOUNT METALLIC STRIKE PLATE, WITH (4) 98 X 3/4" FH MULTI THREAD SCREWS, TOP AND FLUSH BOLT 8 (XX) BOTTOM 1 DO" MAX. RIM PANIC / OEVICE \ c \ / ACTIVW /ACTIVE DESIGN HARDWARE / (XX ) KRM VERTICAL) MULLION OPTION 3 OPTION 3.A a ACTIVE LEAF / ACTIVE LEAF: DESIGN HARDWARE 2000 SERIES STANDARD DUTY SURFACE MOUNT METALLIC RIM PANIC DEVICE WITH (6) 14 X 1 1/2" FH SDS RIM PANIC LATCH AT LOCKS = 5/8" THROW. ROLLER STRIKE WITH 5/8" PROJECTION & 118" SHIM. WITH 2' X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, Fy=36 KSI MIN. OPTION 32 ACTIVE LEAF / ACTIVE LEAF: DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH (5) 14 X 1 1/2" FH SDS. ROLLER STRIKE WITH 5/8" PROJECTION & 1/8" SHIM WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, Fy=36 KSI MIN. 100' MAX. i VR \\ b,=-- =_ � \ i ACTIVE \ /ACTIVE ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . . • • • . . . . . . .. OPtjO�V 4 ; ; .•• ..•. T••W— • ••• ••• ••• OPTION 4.A ACTIVE LEAF / ACTIVE LEAF: DESIGNURORDVy/jFj� 20%0,SERIgS STANpAf 4 DUTY SFACE MDUNir METALLIC FIANIC DEVICE WITH DESIGN KIL211><,L1• • • WITH (4;14 X 1 1/2'•FH0, HANpLE:WIiH je) #8-36 X 1 1l7 PR INS • • • • • • • WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, Fy=36 KSI MIN. OPTION 4.B ACTIVE LEAF / ACTIVE LEAF: DESIGN HARDWARE 1000 SERIES HEAVY DUTY SURFACE MOUNT METALLIC PANIC DEVICE WITH WITH DESIGN KIL TRIM WITH (5) 14 X 1 1/2" FH SDS, HANDLE WITH (2)#8-36 X 1 1/2" PH MS WITH 2" X 3" X 1/8" THICK STEEL VERTICAL TUBE MULLION, Fy=36 KSI MIN. I�eouucrR ��Mrrs.,h►u� rl..t+. OPTION 5dk''-o�zo.a� OPTION SAS �— ACTIVE LEAF / ACTIVE LEAF: DESIGN HARDWARE 2000 SERIES STANDARD DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC 2 POINT LOCK SYSTEM WITH PANIC DEVICE AND VERTICAL RODS ON INTERIOR WITH (6) 1/4"-20 X 3/4 PH SMS AND (6) 14-20 X 3/4" FH MS. TOP STRIKE WITH (3) 1/4"-20P X 3/4" FH MS. OPTION 52 ACTIVE LEAF / ACTIVE LEAF: DESIGN HARDWARE 1000 SERIES HEAVY DUTY (GRADE 1) SVR SURFACE MOUNT METALLIC PANIC DEVICE WITH (2) 14-20 PH MS AND (4) 14 X 1 1/4" FH SMS, VERTICAL ROD AT TOP AND BOTTOM (2) 14 X 1 1/2" FH SDS. TOP STRIKE WITH (3) 1/4%20P X 3/4" FH MS. NOTE: CONTINUOUS HINGE OR BB5 HINGE ACCEPTABLE ON ALL OPTIONS. FOR PANEL HINGE OPTIONS, SEE SHEET 5. FOR DOOR EDGE AND EDGE SEAM OPTIONS SEE SHEET 4. 'OIE PEN i \ C_.A,N.�2QB-nn . iz MWAtl DADE COUNTY i AD14-19 g 1 ? 8 I —J 1.937' 2.250" .563 mo 5.750' MIN 14.75W MAX. FRAME HEAD OPTION � (I i I I I I I I I 2 000" 0.650" 2 Jra4 1 [ ggffi GGa.Si� zo19- 0.1 6 KRM REMOVABLE MUWON L OR T T ry= KS MIN. 35 750" STEEL REINFORCEMENT I.756" X 35 3/4" LG. 6 GA (0.0671 m S 3- a e ��g e•yM�N to `� 12 TUBE ANCHOR (PF-10) WIRE l�EA7�G1 AiiO. b'O`j 4 TWE KN N Fy=60 51 MIN. S Q yB• N 'll1{TO M� o M a tiy. Z ANCHOR METAL S1UD (PF-9) 09 MIN000S HINGE ^t DOOR Dorrom EXTENDER 0.W SELF-ADHE5NE WEATHER `C75TRP ,�, I" BUMPERTHRE5HOLD ' 6063-T'Ei N AWM, 0 �gt5 (p)WOOD STUD ANCHOR (F-25) e 8 HANDICAP 1/2" BUMPER ADA ®mResHOW 60G3-T5 PWM, �PERIMETER 5EAL 3-TS AWM. CYLINDRICPL LACK PREPARATION 17 GA (0. )54') MORTI5E LOCK W5N) 11 8 MEETING 5TIIP A5TRAGAL SrEE FULL PANEL WIDTH to 7 a• 5 7 ANCHCR (PF-2) E I I2 1 T STRAP ANCHOR (PS-241) h A 20 GAUGE STEEL PLASTER GUARD PROJECTION IS WELDED TO STRIKE REINFORCEMENT. A 16 GAUGE STRIKE REINFORCEMENT PROJECTION IS WELDED TO FRAME. STRIKE MORTISE CONFORMS TO ANSI r A156.115. �� I pb Rib Op b� U — N r OY Q N IU Q % 5TRIKE MORTISE (ASA STRl K17 z U {� (' (7 S m �, Z= �i �'-�/gLr 21 GA(0.032') y f m II �7T''��'{{{ ® f(yI 1.2 1. kr � r I 8 FW5h BOLT STRIKE FLATE5 m I FRAME .EL Q S J J LNGE RENICKCEMENTREINFORCEMEM STEEL B GA (0.170'9 Q (L 0 o,LL O LU LU N Q Q W�p N J O I Y + z to h = 3 W m F a b 0 10 a • • • 1 n L E • • TES IcPAo,.'•I.nrt)t (X Vmw /IIWUCfR6VIB� _ CAFIEN�c! 57559 �saaw, 1••••ic.e. , A01yr1•R N. 17-O S'�y.o� • • w ••• .�y♦ _ "'°s'— MIAMI D.SIE COUNTY • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • s • ••s • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TAB 5 OFFSET TO OBTAIN W00114 BEND ALONG 1 TOP OF fRAME NEAR. SECnwTWgTAB CORNER ASSEMBLY IUDUS SPOT WELD FAIT SEAM SMOOTH, PRIME, AND PAINT CORNER ASSEMBLY 4INCH FA DOUBLE RABBET ONLY STANDARD CORNER ASSEMBLY CONTINUOUS SPOT WELD FAIT SEAM SMOOTH, PRIME, AND PAINT CORNER ASSEMBLY P'NEO"c r NDivim ft emobC sw%LishulNk A�Mrte N� - D �lV�.Il.h ♦ L 7�•Zo •• ••• • • • • • •• • • 000 • • • -� �A4)f�PnoNF�� PE f55983 S=677 � �?�Q 5 203? • . • • • N'.��_ • • • . • • • • • • DZE COUtRY IF12 OF 1. .... • ...•.. . . . . . . . . . • . . .. .. . . . .. .. ... . . . ... . .