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CC-18-1562Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. CC-6-18-1562 Permit Type: Commercial Construction Work Classification: Alteration Permit Status: APPROVED Issue pate::6/18/2018 Expiration: 12/15/2018 Parcel Number Applicant 11300 NE 2 Avenue Number: Weber Hall Miami Shores, FL 33138-0000 1121360000050-15 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone DASH DOOR & CLOSER SERVICE INC (305)477-1164 Valuation: Total Sq Feet: $ 5,412.18 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: EXTERIOR STRUCTURE FRONT 1 Stories: Front Setback: Left Setback: Plans Submitted: Yes Certification Date: Bond Return : Scanninq: 3 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: EXTERIOR STRUCTURE FRONT 1 C Classification: Commercial Fees Due CCF DBPR Fee DCA Fee Education Surcharge P&Z Review Fee Permit Fee Scanning Fee Technology Fee Amount $3.60 $2.44 $2.00 $1.20 $35.00 $162.37 $9.00 $4.80 Total: $220.41 Pay Date Pay Type Invoice # CC-6-18-67835 06/07/2018 Check #: 2776 $ 50.00 $ 170.41 06/18/2018 Check #: 2787 $ 170.41 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Tie Beam Slab Termite Letter Framing Store Front Attachment Insulation Drywall Screw Final PE Certification Window and Door Buck Ceiling Grid Fill Cells Columns Review Structural Review Building Review Planning Review Electrical Review Plumbing Review Structural Review Mechanical 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: 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. Futhermore, I authorize the abovenamed coritr,. or to do the work stated. Authorized Signature: Owner / Applic June 18, 2018 Date Building Department Copy June 18, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-312161 Permit Number: C C-6-18-1562 Scheduled Inspection Date: September 13, 2018 Inspector: Naranjo, Ismael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Weber Hall Miami Shores, FL 33138-0000 Project: BARRY UNIVERSITY • Contractor: DASH DOOR & CLOSxER SERVICE INC Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360000050-15 Phone: (305)477-1164 Building Department Comments EXTERIOR STRUCTURE FRONT 1 OPENING lnfractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments James 305-321-7326 September 12, 2018 For Inspections please call: 305)762-4949 Page 41 of 42 BUILDING PERMIT APPLICATION •BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: 11300 NE 2nd Ave Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING El PUBLIC WORKS Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED JUN 07 2018 B 20R- C C. 18- t 5(0 2 ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Webxr I I` City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): Barry University Address:11300NE 2nd Ave Is the Building Historically Designated: Yes Flood Zone: NO X BFE: FFE: Phone#:786-564-4378 City: Miami Shores State: FL Tenant/Lessee Name: Email: RPalomino@barry.edu Phone#: zip: 33161 CONTRACTOR: Company Name: Dash Door And Closer Service Inc, Address: 7801 NW 29 Street Phone#: 305-477-1164 City: Miami Qualifier Name: Juan Lizaso State: FL State Certification or Registration #: 02BS00932 DESIGNER: Architect/Engineer: Address: zip: 33122 Phone#: 305-477-1164 Certificate of Competency #: NA Phone#: City: State: Zip: Value of Work for this Permit: $ 5412.18 Square/Linear Footage of Work: NA Type of Work: ❑ Addition ❑ Alteration Description of Work: ❑ New ■❑ Repair Replace x T— 4j i o rz S tC-' R-i? P2oAn-- I ❑ Demolition 62r"1"Yv Specify color of color Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ thru tile: --a� Permit Fee $ 162 `�4 CCF $ CO/CC $ Radon Fee $ 2' 00 DBPR $ 2 ' 4 Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ I3 0 • t4' (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this / 1I day of j)ne. , 20 li 8 , by 0hn b . who is personally known to me or who has produced as identification and who did take an oath. NOTARY,PUBLIC: Si Print: Seal: APPROVED BY `�``,1 ININp//.• E Rtvii •�;� �9% ZSign: 1 rct t• r .print: OFF 954799 o= VI▪ ,: ; t,0„,�k:oQ� Seal: e111r111111. O`\\`\ '7 Plans Examiner Structural Review Signature TRACTOR The forgoing instrumeri was acknowledged before mejthis day of J1� A. e- , 20 / b , by J kar• Liza 50 , who is personally known t9 meorw as identification and who did take an oath. NOTARY PUBLIC: a e4s - '''''' , MELISSAGUERRA NotaryPublic- StateofFlorida "4 Commission e GG 124263 My Comm. Expires Jul 13, 2021 8crded thrcugh AaticraIN t Assc. *********** • Zoning Clerk (Revised02/24/2014) • Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300NE2AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE LAVOIE BLDG 2ND FL RM 204 MIAMI SHORES, FL 33161-6628 USA PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAUSCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,439,360 $36,913,434 $33,497,476 XF Value $2,607,248 $2,628,780 $2,554,483 Market Value $48,008,208 $46,503,814 $43,013,559 Assessed Value $48,008,208 $46,503,814 $43,013,559 Benefits Information Benefit Type 2017 2016 2015 Educational Exemption $48,008,208 $46,503,814 $43,013,559 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET Generated On : 5/14/2018 Taxable Value Information I2017j 20161 2015 County Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 School Board Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 City Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Regional Exemption Value $48,008,208 $46,503,814 $43,013,559 $0 Taxable Value $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/14/2018 2018 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 30, 2018 Entity Name: BARRY UNIVERSITY,.INC:, Secretary of State CC0782375183 Current Principal Place of Business: 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE MIAMI, FL 33161 US FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name ROSENTHAL, SUSArI Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL COUNSEL AND 04/30/2018 SECRETARY Electronic Signature of Signing Officer/Director Detail Date IVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature o//R , 6+pi) V. $$„ o Date Print Name t.r' t ��r•� ts. < 'ff t t +r> ,`�TTsr+ c• .. , c. rt, t .err•: ! •r - w e" - r„r-Y t- ` �r ,ti'+* r S {1 '{- 1 r S' 4 `, F - .! 1,a' ' • � + 't•3 r .a'� ��r ;! • 1 • �. k }% + .rt t �"� i` �"lr $ 4 -ra 'r-�' • r t 'r k-+. ,t t-{, + f { I ,r •.r'J. l^ :t �• -•v i..`� 'j 1 I ,, , .� •`.- .v.▪ r':,1' . ti t.'!r ' .4 .'JONATHAN°'ZACHEM,�SE„ E , ` .rT - J� �' . t , ,Tr - �,, fir~ RICK SCOTT'rGOVERNOR' , .! ` �� . , , , , :` GRETAf2Y i ' � � . • t a � :5c 3 , a 4 • l ./. • ..it � vf,'., � 'v v�, 9 r . 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Seats P.E Secretary of the Board Alf www.eiernIdede.goviecorromy Mieml-Dede city 'steins al property rIpMe herein. LIZASOJUAN C T B Construction Trades Qualifying Board USINESS CERTIFICATE OF COMPETENCY 02BS00932 CASH -DOOR & CLOSER SERVICE INC Is certified under the provisions of Chapter 10 of Miami -Dade County AUD -,7fe "4:44 :4:9r 717.f: Muni ci pal Contractor's Tax Receipt Miami-DadeCounty, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 02B930932 BUSINESS NAM E/LOCATION DA9i DOOR & CLOSiR S ER ACE INC 7801 NW 29TH ST DORA.,R_ 33122 OWNER DA41 DOOR & CLOSER S132A/10E INC SPECIALTY BUILDING CONTRACTOR RECEIPT NO. 7545810 MC EXPIRES SEPTEMBER 30, 2018 MIAMIDADE TYPE OF BUSINESS Pursuant to County Code Sec 10-24 PAYMENT RECEIVED BY TAX COLLECTOR 200.00 06/ 15/ 2018 0233-18-003811 This receipt is not Valid in the following Municipalities: Aventura, Doral, tialeah, Key Biscayne. Miarri Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town 0t Cutler Bay. For more information, visit www manidade novftaxcdlector NW 135TH ST 95 • • • • : • NW 115TH ST 1 BARRY UNIV. NW 111TH ST NW 103RD ST •• • • • • • • • • •••• 8i?H ST • PROJECT SITE WEBER HALL 79-199 NE 111TH ST, MIAMI SHORES, FL 33161 BARRY UNIVERSITY JOa NW 123RD ST J) c�J c-, �.: C 8-24D S ••. • W r WEBER HALL EXTERIOR DOOR REPLACEMENT 79-199 NE 111TH ST, MIAMI SHORES, FL 33161 DRAWING INDEX SHEET # SHEET TITLE ISSUE DATE REV. # REV. DATE GENERAL COVER SHEET 04.19.18 ARCHITECTURAL A-1 DESIGN INFORMATION 04.19.18 A-2 KEY PLAN & AREA OF WORK FLOOR PLAN 04.19.18 A-3 DOOR DETAILS 04.19.18 SCOPE OF WORK: THIS PROJECT INCLUDES THE REPLACEMENT OF EXISTING EXTERIOR DOOR ON THE SECOND LEVEL OF THE WEBER HALL BUILDING FOR BARRY UNIVERSITY. fi BARRY UNIVERSITY: WEBER HALL DOOR REPLACEMENT STATEMENT: TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND PROJECT MANUAL ARE COMPLETE AND COMPLY WITH THE "FLORIDA BUILDING CODE", THE "FLORIDA FIRE PREVENTION CODE", AND ALL OTHER APPLICABLE CODES AND REGULATIONS FOR THIS SUBMITTAL. STAMP: DANIEL DIAZ AR # 97839 NO. REVISIONS DATE ® 2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 I F:305.223.0574 I W W W.D-Q-S. COM STUDIO ARCHITECTS • .. .• . . • • •• •• . •. . • . . •• • • . •• • • • ••. •• .. • • .... ..•• . • . . • • • • ▪ • • • • • .. • • . . • • • • • • • •. • • . • .••• . • • • w z CC 0 U DESIGN LOADING PER FBC 2017, WIND LOADS PER ASCE 7-10 ROOF LIVE LOAD = 30 PSF ROOF DEAD LOAD = 20 PSF ULTIMATE WIND SPEED = 186 MPH (144 MPH ASD) RISK CATEGORY II BUILDING: ENCLOSED WIND EXPOSURE CATEGORY "C" Kd = 0.85 INTERNAL PRESSURE COEFFICIENT = +/-0.18 BASIC ULTIMATE WIND PRESSURE = 73.8 PSF 5 4 5 a a WALL WIND ZONES: COMPONENTS AND CLADDING DESIGN CORNER DISTANCE, WALL ZONE a = 4'-0" MEAN ROOF HEIGHT: <= 30 FT COMPONENT AND CLADDING WIND PRESSURES 7 DEG. < SLOPE < 27 DEG. AREA ZONE TRIBUTARY AREA (SQ. FT.) 10 50 WALL 4&5 PRESSURE psf 52 51 4 SUCTION psf -52 -51 5 SUCTION psf -64 -62 TABLE 1: ASD (SERVICE) COMPONENT AND CLADDING PRESSURES STAMP: ,••••• •' A. ' f, VAN • fyi . AR C17.% . 1 4 • ' '../C). -�_4FRE � DANIEL DIAZ AR # 97839 ->- F F� • EL• 9783 ( `� t� D • •AG 0 �Q •'o :7 • • •V •� • �\ DRAWN BY: 1Q D&QPN: 1804 BARRY UNIVERSITY: WEBER HALL EXTERIOR DOOR REPLACEMENT NO. I REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS STUDIO II _ Q _ 9 2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR ) NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY •MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM INFORMATION DESIGN PERMIT SUBMITTAL � • • • • • .• • • • • •. • •• • •• •• • • • • •• •• •• • •• • • • • • • • • •• • •. • • • •••• •••• • • • • * • ••fr. • • • • • •• • • • • • • • • • • •• • • • • • • • • • • ••.• KEY PLAN WEBER HALL SCALE: N.T.S. EXTG. EXTERIOR PORCH DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-3 NEW r" THRESHOLD FULL WIDTH, REFER TO DETAIL 04/A-3 EXTG. HALLWAY EXTG. TILE FLOOR EXTG. TERRAZZO FLOOR EXTG. PORCH RAILING (01 AREA OF WORK FLOOR PLAN \NA-2 - SCALE: 1/8" = 1'-0" GENERAL NOTES 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE AND COORDINATE PER PRODUCT APPROVAL REQ. STAMP: • v.. • •• •• •• •• •. LiAbb . •.'o' � •v lil NI•I ' / • • • ► 'F! � •• �39 I •�J 0 •• t 1 •'D. qi % `� s' • '� ♦ ED • •� °? • •RG �' DRAWN BY: D&QPN: BARRY UNIVERSITY: WEBER HALL EXTERIOR DOOR REPLACEMENT NO. REVISIONS { DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS STUDIO © 2018 by D 8 Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECT EXCEPT BY WRITOTEN AUTHORIZATION OF D&Q STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 i F:305.223.0574 1 WWW.D-Q-S.COM KEY PLAN PERMIT SUBMITTAL -- - - -------- -- - A ...-- ������ DANIEL DIAZ AR # 97839 6'-10" 0 2" 6'-6" 3'-3" 3'-3" i /" / / 03/A-3 / 01 `' DOOR ELEVATION `�A-3% SCALE: 1/2" = 1'-0" ALLGIZ4E STRESS DESIGN: +51/-51 • • • • DESI6rt 8415: . • •• • MER: VISIOIjI•LDW METAL LIMITED. •• 114ODEL: SERIES L51875,OOUTSWING DBL. STEEL DOORS-LMI. • 25L'Aa&D OUTWARD DOOR W/ FRAME • 40A#:14-0513.64 • • • COWddACTdRTOPROVIDE NOA SUBMITTAL TO AHJ. • $ • • • • GeNERAl:1SOTES 1. • R11IRACTOf1 TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCH ITECT. 2. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE AND COORDINATE PER PRODUCT APPROVAL REQ. 3. CONTRACTOR TO COORDINATE FASTENING DETAILS PER PRODUCT APPROVAL REQ. 4. DOOR HARDWARE TBS BY OWNER AND INSTALLED BY CONTRACTOR. LINE OF WALL BEYOND EXTG. CMU WALL. PATCH AND PAINT TO -- -- MATCH INTERIOR FINISH. 1/4" SHIM PER NOA.- DOOR FRAME MECHANICAL FASTEN PER NOA - EXTG. STUCCO CEILING BACKER ROD AND SEALANT ALL SIDES PERIMETER GASKET LINE OF WALL BEYOND DOOR 5 3/4" jr 2" DOOR HEAD SCALE: 1-1/2" = 1'-0" TOP OF EXTG. TOP OF EXTG. TILE FLOOR / TERRAZZO FLOOR OVER EXTG SLAB. rNEW THRESHOLD HAGER #442S 1'-11 1/2" d V V d V 4_ THRESHOLD SET IN BED OF SEALANT, ANCHOR PER MFR. V d PATCH AND PAINT TO---. MATCH INTERIOR FINISH. BACKER ROD AND -- SEALANT BOTH ALL SIDES 1/4" SHIM PER MECHANICAL FASTEN PER NOA �� �� / DOOR FRAME - v k m In d N DOOR - PERIMETER GASKET PATCH AND PAINT STUCCO--/ MATCH EXTG. COLOR AND TEXTURE .-THRESHOLD BELOW / EXTG. INTERIOR WALL EXTG. CMU WALL. "-EXTG. STUCCO FINISH. ( 03 � DOOR JAMB \\ A-3 SCALE: 1-1/2" = 1'-0'' T LINE OF WALL BEYOND ---- DOOR THRESHOLD SET IN BED OF SEALANT, ANCHOR PER NOA - TOP OF EXTG TILE OVER EXTG. SLAB. d d V pipc APPRO IEw 4 04s\ DOOR SILL & THRESHOLD A-3 / SCALE: 1-1/2" = 1'-0" d STAMP: C DANIEL AR (,)•'• • • �.• # 97839 ••• >RED DIAZ OF Ar,',� '+ '- AR 97839 O • FL 0 `�V •ACG ••'o F • 1 ;� �j/ .•�� "YYYY DRAWN BY: JQ D&Q PN: 1804HALL BARRY UNIVERSITY: WEBER EXTERIOR DOOR REPLACEMENT NO. REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS _ STUDIO • o `• ®2018 by D & Q Studio, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE OR NOT. ECT THYORWHICHTHEYWEDSNWHOLEO PART, I NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS Q STUDIO LLC. JANY SUCH UNAUTHORIZEDECT EXCEPT BY USE N RWILLIBE SOLEON OF LY AT THE USER'S RISK AND D&Q STUDIO LLC WILL BEAR E. RESPONSIBILITYANDARISING OUT OF SUCH USE. 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 1 AA 26003190 P: 786.239.1322 I F:305.223.0574 1 WWW.D-Q-S.COM DOOR DETAILS TYPE & PERMIT SUBMITTAL A ..... 3 M I AM i•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wwwaniamidnde.eov/economv Vision Hollow Metal Limited 400 Zenway Blvd., Unit 1 Woodbridge, Ontario L4H 057 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 LS1875 Outswing Double Steel Doors-LMI APPROVAL DOCUMENT: 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 JUL 01, 2015, 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 Limita.thes:. • j. See Ac? r options.f jamb & threshold on sheet Z. Item #19 at exterior required for Water infiltration rating. 2. Doubiedovr with MG9p mullion will require Steel channel reinforcements for size exceeding 7' (84") High. 3. Electrioal/Electrcnic ii, tjction is not part of this approval, such functions to be reviewed and approved by AHJ LABELING: Each unlit shall bear a permanent label with the manufacturer's name or logo, Woodbridge, Ontario , • • • • • • •Canada, series/mode4 mid following statement: "Miami -Dade County Product Control Approved", unless otherwise • • • *noted bgteme . . • • • • . • R.ENE\'At of this.a §hall be considered after a renewal application has been filed and there has been no clange.in tog applic4lalt.tatilding code negatively affecting the performance of this product. • TERM1NA'x'ION o tkis NOA will occur after the expiration date or if there has been a revision or change in the materia4sJ us r and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #12-0223.30 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMIDADE COUNTY APPROVED NOA No, 14-0513.04 Expiration Date: October 13, 2020 Approval Date: Judy 02, 2015 Page 1 Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 (5`1' Edition), prepared by MCY Engineering, Inc., dated APR 21, 2015, signed and sealed by • .. Yiping Wang, P. E. .. • D. • •QUAL1 FV SURANCE •: • •1..: Miapii Dale Department of Department of Regulatory and Economic Resources (RER). • • E. • MATERiA•C:CERTIFICATIONS (Submitted under files #12-0223.29/#10-0623.02) • . 1. Tens�iie test report # FTL-6222, dated 05/18/10 prepared by fenestration Testing lab, signed • • . ...• • • F. • • • 9TATEIVIENTS & seakd by Jorge Causo, P.E. ••• 1. Letter at•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. bf 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. \S14a 1. LL ,L lishaq I. Caaada, P.E. Product Control Examiner NOA No. 14-0513.04 Expiration Date: October 13, 2020 Approval Date: July 02, 2015 E - 1 100' MAX. FRAMEWIDTH 00 MAX. DOOHOPH .WIDTH - -'�1W0 EXTRA ANCHORS FOR ANCHOR INTO WOOD ONLY ONE FORA ANCHORS / ANCHOR 24.20 1100X 0TON2..\.... FOR CONCREBLOCK 0WV f ........ .63 WITH LOCK OPTION 3 .... . ....1_ .... .... .../ • •• rust • • • • • •WLLCOFNER8 • ANC • • UINGE LAYOUT �ET'� TM'� O_ J 21OUBL.E DOOR TYPICAL ELEVATION TYPICAL 011CFIOR ON SHEE•2 • • • • • BEMESLS111ip�t01051KLEDANELOVIORNO$14T414ri` • • -WB PRODUCTM. PEEN DESGr® AND TENTED TO COW, WON THE • • • •.SiwEMEMOOFyF(LOMGBAlo6Y.CDOE mom*SDG1•rAuBNO A�0 VELOCIV 0 W C NFiOIL 6N144J. • • . •• • 0 *Abets Mwm rEO FOR Maas r mon o D00 OrPFDUd S•HIlf1FRs • • .. • •I>M• $RS Arm:Neu FORrams wen wATERSE •w�1� 1I�ABTAICE EDURED. • • • • . meta. SHLLL DE 441@sitoNtcro AS B10MNOtotTNB • • • • •.•E•0R6 EEBEpBR TO 11A6E14.42E464/ 61411.I44:Y ::e)t661W OR Irmo. • • • Ni A2X,.) 07°,,A Zr rrRr;5rir � NaLN NryE•L0q • Rk�1or PAIIT M IMMBBAAFWE��oD�+.��AALL • • • • LESS TNArla eat/Ai . TO IANI. rrslw LoFnw TMD.Dci•lNT. • •••S • • • I T000N CTEMBMIC 0S40mWIT01RFN MALL EETT. COA: NTOIONTAR WIF xontI[R g6EMMn AA. C VES MALL BEET TE RF-0URElFMI80F MI0�1•FRA�A NDR. CaDE 1'ELTO1r A9 APNIG•£ IF I 0' B 8 OWN LOCK OPTION 4261S SH0000 VINE EXTRA ANCHOR FOR ANCHOR INTO WOOD ONLY 1YR 7.11 MAX. DESIGN LOAD Dal VI. ot WIsuNlr +760 PSF -75,0 PSF 12 0 52 MAX FRAME WIDTH ATFAAX DOOR OPNO. WIDTH .. / - / 8 8 R• MAX SRL COWERS 17 G MAX. SINGLE DOOR TYPICAL ELEVATION RWTH LOCK OPTION 02613 SHOWN) -NEEAL. CON424.4TE00 W(XO60 UC UDF1 NOT RV V6101411aIOW METAL LYITFD MUST SUPPORT LOAM WOOED RV DOOROYSTFMAND TRAN0F9i THEN TO TUC DURONO STRUCTURE. • ALGA OLSAMUN FACTOR NNIpYARE SERMON USED N DESIGN OF ARRFGR61NF0 YY0OD pltY. -DOOR DNIEI. MN. IS M N0.053))2TED. Fr' M NB MN. UXN FRAME' MM 1600. POW" STEEL *Y. N MOAN TOTER EORESS REgAR`M[ME TORE RENENEO BY WILDING OFFCLLL. Off 03E111 WIRE ANCHOR LAYOUT OPTIONAL EMBOSSED DOOR LEAF PATTERNS. MAw DOE COUNTY TYPE F F.Dwcr Isvm• 7.��N��FR••.F6Fb If-oSN3AVOw 0 8 5 la: 6949 19 WW1 ADIO-11 1 OFT JUL 01 2015 0 • •• • • • 0 •• • • •• 0 • • • • . • • • • CONCRETE HEAD DETAIL OPTION Doom. PANE DEVICE L MULLION • •• • • • • •• • • • • 1 • •r • • •x • • • I • •ID••• • • • • 1 x 2408LEEVE • EO MW.Y'iy EPEET • OBT • TYPE G ANCNCR • • • • ••��7�7 • • •••I wwIIN�r0'c `J • • Nrivmum • • • • HEAD DETAIL OPTION • now tau TYPICAL $ES1_QbD® METAL STRUCTURE TYPICAL ANCHORS M SIDE JAMB: ISEE ELEV. FOR 8%[ 18 041(11180N91'EE1 Ea) EAT) DETAIL OPTION 3 100 LOLAa OwBwr. )WOOL INT SCREW (01(0 MN P IIOIOY W0008UIX OP W0000TRUCTIW.k S... W_EMIEO SVr MN. MOE DISTANCE }8' OIA M4•EEVE ANCHOR BYlILTl pow oak) U WECYLY IITO IC•NN PSI CONCRB(E. Y W. EDGE DIST. ONSCILY ALTO w•0000 PSI CONIXEIE BLOCK SVY W. EOGC U19T, I•Yr W. EMBED VP 0NL CNi008 •EEVE N11008 DY'0E011' (TINE ENT) Ow1CILYw10K•H0N PSI CONCAVE. SW W. EMBED DIRECTLY INTO WINO 00NGRflE BLOCK I -IN' MN. ENBEo a-rr W. To. 0I310NcE Vrno POWER DIYT ET PONITIE3' PIPU EPA) DIRECTLY TOOK•a000 P81 CONCRETE Rt/Y W. ENE. 01/r MP. EDGE OSTANCE y0 OIASMBONNACITNEDOLTS BIN 0000P ECRB) ABTATEE80 STEP, (WC EVA) INTO L1 TAL STRUCIU003 (STEEL CR ALIIMNLM 01 01. TIEIX.) A S1EEL: y=3ONSI W. 1 1ELNP: B00ST0 LIIAI. (SlE0. WCOMACiwrtNALDNNLBBro SE RAIEO AIL P.vn®) EO 010E N0:4070 011.•NM Pep TIP TWO DI1a OK STEN ME NICIp8SENDEO MOCONCRETE E11110&00N TYPICAL ANCHORS •! THRESHOLD: (SEE KEY TOP SPACING) TYPE 0. IIT NT NW ON VEGAN: NS EY IICO'11 ITO EN I•- n)N1 Iy DIRECTLY P3 TOI NO PSI MN CONCRETE O•dX■L*E7{ 1.11T W. EMIFD E-V•PKm TOE DSTANCE I0'r0P0000Y Itt.' iv•NKai N=120 Nw 001ECTLY INTO N 3000 PSI PK CONCRETE FEIDYDCTNEVNLD 1- Vr W.FLEO ▪ wB101F1ywM the NlIN1Y 002. MN. EWE OETNICE GSM ONO alNEO7.. iofKJ-e [y1MNw uNN ie,�[f/j%je KL TONNE (OINT8ND aPIPER8 TO DE SEALED • / Z I . WITH BEICONE AT 1ERDETEN Kiwi Dade Motarl C•40•0 TYPICAL ANCHORS co HEADER: NONE NVM 000C CNwNF TCWO, Robb, P.E Em NNW 'V WPM AD10—]1 E Or JUL 011015 • • ••0 ••• • • • • • • •• • ,I114 11� jam, 0 II STRIKE PLATE I114WITH (3)II/4" FHA. ,. • • • �% • • N`/ • • • • • • • • • •••• (4)4'-20MS OIN11 x11 SMS •• ••E •. i x 2-e SLEEVE ANCHOR *1REIRBED INTO CdlCRETE • 1 3/4" 0.C.4A.1.• • 2 1/7 M1N E.D. IAMBA VA HARM/UMW DEVICE 13 / 118PNsus®1r0.C. MAX POOR 2110114 OPHING 96. EXTERIOR EMBEDMENT CONC E : Y=3 CONC TE BLOCK k=2K 1M' LMX. 2YMM SPACE MAX FRAME MOTH 10P 9 LOCK OPTION N1 MN 2000 W/ MULLION (REQUIRE DOUBLE DOOR ONLY ) 1 sMX x 2 S'S" x 1515' a CM STEEL CHANNEL REINFORCEMENT APPLY WHEN DOOR SIZE GREATER THAN O's T' 1M' MAX. SHIM SPACE JAMB DETAIL (114 MBEWAENT • TYt VNCHOR • • • • • 1N'MAX. SHIM SPACE mm Who 0 Iiiui INAC THE LOCK OPTION 4t2 024 CYLINDRICAL LOCK VW DEAD BOLT N0 PH093 M IT O.C. m st, illld_ii111011111i EXTERIOR © 0 ACTIVE 40' :®1TO.G 0 MAX DOOR WIDTHOPENING SIP MAX. FRAME WIDTH 100. JAMS DETAIL CO LOCK OPTION N3 MORTISE LOCK W/ DEAD BOLT JAMB DETAIL O ©® i12 1I1111 ACTIVE EXTERIOR R•R : G •P • �:�1 FOR WATER INFILTRATION X NOT RGDURED .110 WI 141111141) ▪ m .p,bp NM N. SWIM %May Code I.y• 1N4N.0.4 .wW•sb1. DCarl YAW MOE °SLAM JUL ,d1,1U1- FBI 1 1 9 a W MAX AD10-1L 3OF • TYP. ANCHOR METAL STRUCTURE 114'MAX SHIM SPA 0 EXTERIOR MAX. DOOR WIDTH OPE4ING4r MAX. FRAME WIDTH 52' JAMS DETAIL O EMBED TYP. ANCHOR METAL STRUCTURE VA" MAX. M SPACE LOCK REINFORCEMENT SINGLE 000R LOCK OPTION 82 800 HINGES STEM MOTISE HINGES FOUR PER LEAF AT 10' FROM BOTTOM TO C.L. OF HINGE. 12- FROM TOP TO C.L OF HINGE AND 26. OZ. MAX. ALL HINGES FASTENED TO FRAME WITH .14)12Z46 Xe' FH MS AND TO PANEL. WITH • 4L 4FH MS • • •• • • •• •4 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • DOOR EDGE CONSTRUCTION • • • • •'• ,Ft t T`tr • • (X() • • • • TYP. ELEVATION WI LOCK OPTION *1 (RIM PANIC B MULLION) \ L_] /L iw ACTIVE LEAF •DE6IONHARDWAIF' 2000 SERIES" PANIC EXIT DEVICE LOCATED AT PANELS Al 40• FROM BOTTOM, FASTENED WRH(6)14x 1)(• FH SOS. INACTIVE LEAF 'DESIGN HARDWARE 2000 SERIES' PANIC EXIT DEVICE LOCATED AT PANELS AT 40' FROM BOTTOM, FASTENED WITH (8)14 x 11S- FH SDS. LOCK OPTIONS LOCK OPTIONS FOR DOUBLE oOaroACTIVEfeAF CAN PPP, fORSwaFC ORS C=3 / 1 \ gg LOCK OPTION #1 MULLION LOCKWOOD SWF&RALSON' 000R45110 OT (2) SURFACE MOUNT METALLIC KEEPER6 DEVICV8 E MULLKX4 MB• FROM BOTTOM WITH 88Ox 11)1• FH SUS LOCK OPTION #2 DOOR WI CYLINDRICAL LOCK A DEAD BOLT ACTIVE LEAF •SCISAOE ALSTPO SERIES' LOCATED AT 38)(' FROM BOTTOM, FASTENED WITH R) 8 It 3' MTS. -SINGLE CYLINDER DF.4DBOLT LOCK' LOCATED AT MIX' FROM BOTTOM WITH (2) 1)-26.1(4 PH MS AHD (2) 8 x K' FH SMS INACTIVE LEAF 'WES RIM MDR FEVSHROLTS• LOCATED AT TOP ARO BOTTOM, FASTENED WITH (4) 8 x 5• FH MULTI THIREAD SCREWS. STRIKE PLATE 3S-1II FROM BOTTOM WITH (2) /12 Xi' FH MULTI THREAD SCREWS STRIKE PRATE AT MIDDLE SPAN OF FRAME HEAD WITH (2)1/8 X3N' FH MULE ) HREAD SCREWS STRIKE PLATE AT MIDDLE SPAN OF THROIOID WITH (2) 86 X112' FH MULTI THREAD SLEW E II ACTIVE LEAF •SON AGE W463P MORTISE LOCK KYINTE'GRATED DEAOBO-T ' HANDLE LOCATED AT 2Tg(i FROM BOTTOM, FASTENED WITH (2)10 x V.' MTS. DEADOO.T LOCATED 40 54. FROM BOTTOM FASTENED WITH (2)120? FH MULTI THREAD SCREWS INACTIVE LEAF 4ESFB46e TISEFLUSROOCTS' LOCATED AT TOP AND BOTTOM, FASTENED WITH (4) LOCK OPTION #3 a x%-FIT MTS. DOOR W) MORTISE STRIKE PLATE 38-10 FROM BOTTOM PATH (2) W 2 X1' LOCK 6 DEAD BOLT FH MULTI THREAD SCREWS 4f4160CT N0VI8I P TwTylw vAM Or WPM* Ne�u.n44,JF A Fwwe N4y nNniwTuti,/' /s�•0M!/M641(�:M" F USN MOUNT MIETALLK1 FLUSH BOLT AND FLUSH GUIDE TOP AND BOTTOM WITH (2) 88 %3'4' FH MULTI THREAD SCREWS 6Iwi5: Pfi ,RO81M R8 PE 155855DN 96T CAN 2067 0I IUD AD1O-11 4 D/T • ••• •• • • •• • •• • ••• •• • •• BILL OF MATERIALS , E V lir'll 0::;c11 II ITEM NO. PART NO. MATERIAL QUANTITY DESCRIPTION MANFJSUPPLIERIREMARKS 0 - STEEL AS REQ'D. FRAME HEAD/JAMB (2" x 5 %') 18 GA.(0.053"MIN.) GALVANNEAL STEEL (Fy = 54 KS1 MIN.) 8 Lg o8e-I ` $ 8 • $e- r al C 0 t V y li q V 8 •}p 4 VI F 11 1I, f ® - STEEL AS REQD. DOOR FACE SHEETS (48" x i 8" x 0.044") 18 GA.(0.044" MIN.) GALVANNEAL STEEL (Fy = 54 KSI MIN.) Q 520S ALUMINUM 1 BUMPER TRESHOLD {5" x )4" x 0.0941 HAGER ® 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 0 - STEEL AS REQ'D. CLOSER BOX (1 %6" x 4%6" x 0.053") 18 GA. GALVANNEAL STEEL ® - STEEL AS REQ'D. END CHANNEL (1 %" x 1 3/,a x 0.053") 18 GA. GALVANNEAL STEEL 0- STEEL AS REQ'D. HINGE REINFORCEMENT 10 GA. GALVANNEAL STEEL•u 0- STEEL AS REQ'D, EMA 180A ANCHOR (PIPE) VISION HOLLOW METAL N - STEEL AS REQ'D. EMA 180A ANCHOR OPTION (BUTTERFLY) VISION HOLLOW METAL CO - STEEL 1 CYLINDRAL LOCK REINFORCING - gg 1 n R b^� i' 1 '3.- 1 a A $ / > 9 ;1w il 13 - - AS REQD. HONEY COMB 1" CELL - 14 - VINYL/STEEL AS REM, TOP CAP OPTIONAL VISION HOLLOW METAL 15 MG95�� • STEEL AS REQ'D. 2x3x1B" REMOVABLE MULLION LOCKWOOD Fy min. = 46 KSI • AMID • STEEL • OS REQ'D. ASA STRIKE REINFORCEMENT VISION HOLLOW METAL I • • 9 A0024 STEE1• • 1 MORTISE BOX REINFORCMENT VISION HOLLOW METAL (ID• IONA •• ••• STE€L 2 (PANEL RIM PANIC BOX 14" LG. VISION HOLLOW METAL • • • STEEL• • •AtREQD 1 3/4" x 0.12" THK ASTRAGAL VISION HOLLOW METAL ® - STEEL • AS REQ'D FLUSHBOLT GUIDE VISION HOLLOW METAL 6••OYET pYvwCP • • Q • •• • • • STEAL • • • AS READ REVERSABLE FLUSHBOLT HEAD REINFORCEMENT 'b6Iairs P $ 4 VISION HOLLOW METAL ...141.0 • 200d • • STEEL • • AS REQ'D SERIES 2000-DESIGN HARDWARE PANIC EXIT DEVICE DESIGN HARDWARE Mrw.•tiji' • • • Q 05'0t)• • • • SCHLAGE A133 PD CYLINDRICAL LOCK & DEAD BOLT• SCHLAGE zi Alcto 10, 6 ISi � V • • • • • STEAL STEEL A9REQ'D AS READ SCHLAGE L9453 MORTISE LOCK W/ INTEGRATED DEADBOLT •"-4ru"4-S' SCHLAGE • STE�L• : � • AS•REQ'D IVES FB458 MANUAL FLASH BOLTS IVES • • • �5 • • • • • • •• ••••• • ••,6,� • • • 11• •• • • •• • • • • •w•• NIU16 ONCE COUNTY E CA . 2661) //////��, - ",. rev rump AD10-ll 6 0/ 2 L012015 GRILL 8 TAP i/8" �� R€11f.11 0832 MSRATE O(4 \ PLACES). me. 4.� NOWISE AT TABS. Y' • �'' /: ' UNIVERSAL FLUSHBOLT DUDE _<500' 12"FORBR.Br AHD Sr DOORS 24'fOR TOP FLUSHBOLT DOORS ," CIO OW 012-24 MS 4 PER LEAF 0.0287' Y.1248` MASONRY WIRE ANCHOR iv I 4i4! �\ I1[il :Z-.f II dig d f iq t0 72 pa 1 51 -2 i i ® O ® 'lµl i 1 H Ir e ° 1 _ r 2ice 1 10' MEETING EDGE f DETAIL OSTEEL HINGE CLOSER BOX 6 FV MIN •80 KS! O OPTION 2&3 tmin=0.134" z.000• O • O 13p .776 2.65 pm .774 ,SERIES LSISESTrYW TTINGLE OUTSWING STEEL DOOR ME) VISION HOLLOW METAL LIMITED 400 ZENWAY BLVD.. UNIT tt WOODBRIDGE. ON LANOS7 TN: (ST7)9M •S1SS Fact DE1. 1281 • •••• •5.75V • • • • 600" 1376 • • 40,I375" • • • •• • .626' 0.1379 • • • • • •• • • • I 6s , in ( jai 0.352 (8) 1 11.006 1 t 10.5 mi.123 9.7 6.Y8 • JAtJ 2.962 9.288 1614 • • O 11S8 AREA ro.m, DIMPLE (6) i268 I 1913 • 1.875' • •• •• I i • 4 • • I • • • • ME 'MAD/JAMB 1 f„' Ile { sb 6" R.237(0) ()HINGE REINFORCEMENT �FI • I • • • • 6 Gp sT L (0.053") • • • • Ix1 ri'i ff1 I� ' I • • • • • • •� 50O t5" it 1Y' (END CHANNEL 10GASTEEL nBmuLTMYYMAO e•Ny"�j42.N.~u M PMN4-- `;�' ,‘PE /6588J . OAK 218n • • • • • • • • • • • • • • w • 16 GA STEEL • r, •• „ • w ®TRESHOLD sOP '�'' 8H4n0+OW fit ' WOW M. AD10-11 0.� ..Noft l.e MOM DADE COMM 6 OF 7 JUt'01 2015 • • • • • • • • • • • • Sbf6g'• MGY ENGINEERING, INC. swarms MAW NO CONSULTANTS f �;iLs^e•:1, T.8^7R.SF SIXEV 8501 811184AVE 47L205A P. 505.871.O11T ST IITIT G % 7 Lf114 R. 43189 F. 758.678.6089 EIEEN�EMEEI ws.11OS7 eevivE-mm IMY.EegloeerBl/I061-wl INmummimm ` tuns Cit 006' 010817 FLUSHBOLT CCS • 45• GUIDE , sazTnPxans • • 930' � 4762• . o �� ' ' l `ate inr or 20 O 8.2158. 255. i SPOT WELDS i 9is — — -- — '� 951. 7,164 110 .1386' ,9S EMI 7 4.25T' 3.3073 0.15 3.9213' 97b' I , fill' • IMMIEMEI a 2 2 �• DR9 MAP FOR I'u SCREW 1 TABS BED Qg .07<• R'2Y Mi TWO PLACES 1 21 REVERSABLE FLUSHBOLT � SERIES LS18Ti 110U8LSSNGIE WISHING STEEL BOOR 3.I41 VISION HOLLOW METAL LIMITED 400 ZENWAY BLVD., UNIT N1 WOOOBRIDGE, ON L4I4O57 TN: (877) 894 - Nm5 FTQ 1805) 551-1261 -. CYLINDRICAL LOCK REINFORCING HEAD REINFORCING FRAME CORNERS DETAIL 12 • • • A 9/37 1 • •••• • ► • •• • • • • ro- 4 nnz w • • • r • STRIKE REINF. • • • • • � • • • • • 2 OASA 18 20 GA STEEL • / • • • • !�` • • • • •• ••• • s TOP CAP LOCK WOOD SERIES 950E T1•m•• '•64•'R'N' EMAA • • • ',STEEL 15 REMOVABLE STEEL MULLION ST• 10 • 18GASTEE6 OPTIONAL •••• �.` yi >1 I•••• • •••• •••R./�f-aY33•oy �'a•s • • • • • • • • •.•.. w••• w• ov/C' ~"1 uS_ •••• J • •••• • •0111 a•c'RTM a 2egT7 e,. • • • • • • r 001 I •••• • -•• • • • • VINYL TOP P 14 s.v .... • 'O • OPTIONAL MORTISE BOX REINF. AD10-11 �MA ANCHOR '� ' °" 11• 18 GA STEEL