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CC-18-2282Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. CC-8-18-2282 Permit Type: Commercial Construction erillitWork Classification: Alteration Permit Status: APPROVED Parcel Number Issue Date: 9/1412018 1 Expiration: 03/13/2019 Applicant 11300 NE 2 Avenue Number: Thompson Hal 1121360000050-02 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: 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 PP3 CONSTRUCTION CORP (305)389-0065 (305)757-5129 In Review Valuation: $ 20,000.00 Total Sq Feet: 0 Comments: Date Approved:: In Review Date Denied: Type of Construction: REPLACE 1 SET OF ENTRY DOOR Occupancy Load: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Plans Submitted: Yes Certification Status: Certification Date: Additional Info: REPLACE 1 SET OF ENTRY DOORS Bond Return : Classification: Commercial Fees Due Amount CCF $12.00 DBPR Fee $9.00 DCA Fee $6.00 Education Surcharge $4.00 P&Z Review Fee $0.00 Permit Fee $600.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $9.00 Technoiogy Fee $16.00 Total: $746.00 Pay Date Pay Type Amt Paid Amt Due Invoice # CC-8-18-68686 09/14/2018 Credit Card $ 696.00 $ 50.00 08/27/2018 Credit Card $ 50.00 $ 0.00 Hvauame mspecuons: 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 Building Review Structural Review Planning Review Electrical Review Plumbing 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 ELECTRICALA PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID(AVI ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and o g. thermore, I authorize the above -named contractor to do the work stated. September 14, 2018 Owner / Applicant / Contractor / Agent Building Department Copy September 14, 2018 V BUILDING PERMIT APPLICATION Miami Shores Village - Building Department AUG 27 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 LBY. ' Tel: (305) 795-2204 Fax: (305) 756-8972�1 INSPECTION LINE PHONE NUMBER: (305) 762-4949 c FBC 2001-- Master Permit No. CC- � — 7 ZF Z Sub Permit No. FE]BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Thompson Hall) City: Miami Shores County: Miami Dade Zip: 33161 Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: B Load: Construction Type: 111 B Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Phone#: 305-899-3790 Address:11300 NE 2nd Avenue City: Miami Shores State: Florida Zip: 33161 Tenant/Lessee Name: Email: n CONTRACTOR: Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street City: Miami Shores State: Florida Zip: 33138 Qualifier Name: Gabriel Rodriguez Phone#: 305-389-0065 State Certification or Registration #: CGC1516509 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: FL Zip: Value of Work for this Permit: $ 20,000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace Description of Work: Replace (1) set of Entry Doors with new NOA Storefront Door Specify color of color thru tile:, Submittal Fee $, Scanning Fee $ Technology Fee Structural Reviews $ ❑ Demolition Permit Fee $ �..�� Q CCF $ CO/CC $ . Radon Fee $ DBPR $ - CO Notary $ Training/Education Fee $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ ip. C�Z2 Bonding Company's Name (if applicable) NA Bonding Company's Address r' City State _ Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address Zip 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 ee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Z?e— day of AA(A5E 20 19 , by SUSAN (1�'�'(AL who is personally known to me or who has produced Identification and who did take an oath. NOTARY PUBLIC: C-1--) Sign:_ Print: Seal: c� Notary Public State of Florida Jeffry J Yao My Commission FF 168481 ort> Expires 11/12/2018 APPROVED BY �41 CO The foregoing instrument � /was � acknowledged before me this _ day of 41A�1a t 2012 by &481u !L b2 7, . who is personally known to for who has produced identification and who did take an oath. as NOTARY PU J Sign: Print: Sea 121% Notary Public State of Florida . Jeffry J Yao My Commission FF 168481 or Expires 11/12/2018 Plans Examiner Zoning 4-hohr— Structural Review (Revised02/24/2014) Clerk Miami 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: r alifier/Ow Si e Date L/_ 7-- el / /- f&' DitiGal4_Zi Print Name 8/21/2018 Florida Building Code Online BCIS Home Log In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications Contact Us BCIS Site Map Links Search 0 M, Product Approval USER: Public User A;�u r Product Approval Menu > Product or Apnlication Search > Qpolication List > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL18413-R2 ^FN Revision 2017 J�Rt�v _ C� Approved A9v)lp D TRULITE GLASS & ALUMINUM SOLUTI;.N,S• • 0 8136 NW 74th Ave •••�•• ' • • •• • • •••••• MEDLEY, FL33166 (305) 712-8749 Ext 155 •' • •' • • . • • • • bdeato@trulite.com • • • • • • • ' • Yiping Wang 0000 ••••• mcy@mcyengineering.com • • • • • • • • • •; • • • • • •••••• Bong Deato • • • • • . 800 Fairway Drive : • • • • • • • • • Suite 200 • • •0 • 0 Deerfield Beach, FL 33441 • • • (800)432-8132 bdeato@trulite.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer — Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 01/03/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL18413 R2 COI Certificate of independence FL S5.11df Referenced Standard and Year (of Standard) Standard Year ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQwtDgsGsvRHsb6W70KKbkTuDsm6RKLXc7419PygEg9jGRBajQ%3d%3d 1/2 8/21/2018 1 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 04/18/2018 04/18/2018 04/23/2018 06/12/2018 FL # Model, Number or Name Description 18413.1 351 Series Aluminum Outswing Dry- Aluminum outswing dry -glazed doors w/ or w/o transom - large Glazed Doors missile impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18413 R2 II 351 Entrance Door-4-18-18 SS.p-df Verified By: Yiping Wang PE #55983 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes • • • • Design Pressure: +70/-70 Evaluation Reports • • • 0000 • • • • • • Other: For door sizes and lock options vs. design pressures, L ' % • see installation drawings. Pa : Yes • • • • ende• Created by Indepnt • F.rkl Next 000000 • • • ' ' •••• • •• ••••• •••••• ••• • ••••• • • • • • • • • • • • Contact Us :: 2601 Blair Stone Road,. Tallahassee FL 32399 Phone: 850-487-]6t4 • • � The State of Florida is an AA/EEO employer. y QRyJjght 2007-2013 State of Florida.:: Privacy Statement :: Accei6iu S't' ement : ;Refund Statement • • • • • •••••• Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records requM,188 &Psend eIVronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 890.487.2395. *Purslant to Section 455 Z5ji l,• • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department witMap email ddress if tV4 have one. Thyemails • provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish o supply a perapnalbaddress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,f.S.►please click here . Product Approval Accepts: ©� t_ Credit Card Safe https://www.floridabuilding.org/prlpr_app_db.aspx?param=wGEVXQwtDgsGsvRHsb6W70KKbkTuDsm6RKLXc7419PygEg9jGRBajQ%3d%3d 2/2 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 August 28, 2015 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, FL 32399 Ref: Series 351 Outswing Aluminum Door — L.M.I. & S.M.I. . • • • • • • • • • Trulite Glass & Aluminum Solutions, LLC. • ...... .. . ...... Certificate of Independence .""• �' • • .... . .. ..... ...... ... . ..... .. .. .. ...... Dear Sirs, • ...... . . . . ...... As the structural design engineer retained by Trulite Glass & Aluminum Sciutignp, LLC. :....: on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Trulite Glass & Aluminum Solutions, LLC. in any way. August 28th, 2015 MID RAIL �o CHART#3 mw nmx awe YYenli nc1Ye 72' 1 17' 84" 16" 96' 13' . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 98 1/2' MAX. • • • • • • RAME WIDTH • • • • • nnnonxu/ur_ • • � �u • • • • LEAF WIDTH A CLUSTER OF ANCHORS 3715116' MAX. SEE #1 • • • c • • 000 3 D. L.O. • \ - \ L \ a / \ w DENOTESANCHOR 1µ L T N / o �LL /m I �a )ITS AT MEETING STILE HEAD 3' Ig Wf Y5 f; Y• W Y 6 + 1/�' W M]IB' 5 + 7 W FI 5 4 6 4 7 2 10 DC 5 3 6 3 7 48' MAX. IOTA f 6a' WIDTH c BB' WIDTH LEAF WIDTH — _ 3. 15✓i6MAX. D.L.O. / 8 INTO CONC. ONLY OUTSWING DOOR MAX. DESIGN LOAD WITH 3000 SERIES FRAME TYPICAL EXTERIOR ELEVATION + 70 PSF SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS . 70 PSF ,. Tru I ite .H 21 ' JG httpNlwww.Wite.com 48- MAX • A CLUSTER OF 403 WESTPARK CT. SURE 201 PEACHTREE CITY, GA 30269 P. 6pD.432 113211. 064-7242063 LEAF WIDTH 37 15/16' MAX. ANCHORS SEE CHART #1 O.L.O 351 SERIES ALUM OUTSWING \ \ N DRY -GLAZED \ 10 oPP. DOORS \ W/OR W/O TRANSOM \ ( LARGE MISSILE IMPACT) \ C'1 DENOTES ANCHOR LOCATION REIN DATE/REIAAMCS a pp J-MHA. ITY. 1RESHOL6CORNERS .7HRES OLD CLUSTER OF 5 OUTSWING DOOR ANCIA ORSATTHRESHOLD WITH 5000 SERIES FRAME INTO INTO CONC. ONLY TYPICAL EXTERIOR ELEVATION SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS MAX. DESIGN LOAD + 70 PSF 70 PSF NOTE: 351X DOOR FRAME CAN BE USED FOR THIS APPROVAL LIMITATIONS OF USE SERIES 351 LARGE MISSILE IMPACT DOOR • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO • A LOAD DURATION INCREASE IS USED IN DESIGN OF THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED A- BY THIS ENGINEER IS GENERIC AND DOE5 NOT PROVIDE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ANCHORS INTO WOOD ONLY. INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. MERE BUILDING CODE 2017 6TH EDITION INCLUDING HIGH THE SITE CONDITIONS DEVIATE FROM THE P.E.D. VELOCITY HURRICANE ZONE HVHZ ( I• • MATERIALS INCLUDING BUT NOT LIMITED TO CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH B. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON • DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR OTHER DISSIMILAR MATERIALS SHALL MEET THE THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT EXTERNAL PROTECTION DEVICES IS NOT REQUIRED. REQUIREMENTS OF 2017 6TH EDITION FLORIDA DEVIATE FROM THE CONDITIONS DETAILED ON THIS BUILDING CODE SECTION AS APPLICABLE. DOCUMENT. • ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 10, MULTIPLY BY LOAD SHALL BE LESS THAN OR EQUAL TO • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. MAX. DESIGN LOAD IN THE DOCUMENT. DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A • FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON D- FLORIDA flE0I9TERED ENGINEER OR ARCHITECT WHICH WILL SHEET 4 & 5. • LIMITATION: BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TO PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER • 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED STOREFRONT (UNDER SEPARATE APPROVAL LOWER DESIGN USE OF THE P.E.0 ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER SHALL PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO PRESSURE FROM DOOR, DOOR WITH TRANSOM OR SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS BE REVIEWED BY BUILDING OFFICIAL. STOREFRONT SHALL GOVERN IN THE ENTIRE ASSEMBLY. FOR REVIEW. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN • WHERE APPLICABLE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING E. THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL BEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF THESE DETAILS ARE NOT PART OF THIS APPROVAL. OFFICIAL. RECORD THAT PREPARED IT. MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Aw Ste. 205A MIAMI, FL 33183 P: 3D5-271-0117 E.A MCY.E/ glr—dNa.Ln I •vw'.MCYEn!Jnwriip.mm Of �` �i��AFss'list ONaA,,��� APRIL 17th, 2018 ROMA APPROVAL FL #18413 DRMft nMNII I DRNI NG him DATE: 03-24-15 1 OF 13 DWG: A015-23 THR . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • 98 1/2" MAX. • • • • • • • • • • • • • • • • • • • • • • D.L.O. • • • • • • FRAME WIDTH 94 1/2' MAX. • • IS OUTSWING DOOR WITH TRANSOM TYPICAL EXTERIOR ELEVATION SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS CHART*9 MAX. DESIGN LOAD + 70 PSF - 70 PSF ANCHOR TYPE 1/4' SHIN 3/B' BHIN YiA1BER " ANCN9RS 1/4' SHIY 1 3/8' SHIN 1 1/4' SHIN 1 3/8' SHIN A 4 5 4 6 5 6 B 5 5 6 6 7 7 C 3 5 3 6 3 7 72" WIDTH 4 84" WIDTH 4; 96" WIDTH NUMtltK Ut' ANCHUKS A I 1 KANSUM tNU OUTSWING SINGLE DOOR WITH TRANSOM ELEVATION MAX. DESIGN LOAD + 70 PSF 70 PSF Tru I ite httpdf—trulte.c 403 WESTPARK CT. SURE 201 PEACHTREE CITY, GA 30269 p. 800432-813211. 954-724-2083 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINMR: MCY ENGINEERING, INC. GLAZING CON.=LTANT SWI SW 124 Ave. Ste. 205A MIAMI. FL 33183 P: 305-271-0117 En MCY.Engkr *v®W.net wwN.MCYEnBYrwY•.mm 1: rEylYtY1 rtnttm of : w" APRIL 17th, 2018 FLORIDA APPROVAL: FL #18413 DPMft PRANK DRAWING No: ATE: 03-24-1S 2 OF 13 0WG: AD15-23 } G S2 o OPP. �n 3' MAX. TYP. THRESHOLD CORNERS A CLUSTER AT THRESHOLD i .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . • • 48• • • • MAX. • • t � I SIDELITE, MULLION REINFORCEMENT AND ANCHORS REFER TO SEPARATE PRODUCT APPROVAL WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TO STOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGN PRESSURE FROM DOOR, DOOR WITH TRANSOM OR STOREFRONT SHALL CONTROL FOR TNC CMTIAC ASSEMBLY. LD MAX. DESIGN LOAD + 70 PSF — 70 PSF OUTSWING DOOR WITH OR W/O TRANSOM SIDELITES(UNDER SEPARATE APPROVAL) (SINGLE DOOR ALSO APPLIES) \ 3" 3" 3" 4Y FRAME WID7 • • • • 94 112" MAX. • • • • D.L.O. • • • • A 22" M • 7 TYP.AC. 7 (SEE LIMBS ON S•EEIM) • II / I \ / I \ I I I I 3 / Ie/LTNE 7 I � Acmt= 3"3 i 43/4' Ty.7HRE H 7 AN H RS TO CONC. ONLY 3T-1'Wl6' MAX. 37 15116' MAX. D.L.O. D.L.O. 48' MAX. 48' MAX. LEAF WIDTH LEAF WIDTH 96. DOOR OPENING OUTSWING SINGLE DOOR ELEVATION MAX. DESIGN LOAD + 70 PSF — 70 PSF Trullte hltpl/w.vw. W Yt8. 403 WESTPARK CT. SURE 201 PEACHTREE CITY, GA 30289 P. 00G4n 81321 t. 0547242083 PROM= 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR 14410 TRANSOM ( LARGE MISSILE IMPAC7) ENGINEER: rI MCY ENGINEERING, INC. GLAT^IG CONFW TANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271-0117 EiroN: MCV.Enpinesrleq®"0.rnt _.MCVEnol..ft om APRIL 17ih, 2018 PLOF" APPROVAL: FL #18413 DRAWN: FRANK I DRAWING No: 1ATE: 03-24-1 3 OF 13 M' AD15-23 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . Ire ue ri eeq • • • • • • • • YER SENTRYGLAS • • MERICA INC. 31 • w • 17 f L� to �m r O c W FROM END 8 O.C. TYP. G 4 9 18" TOTAL LAMINATED GLASS I THICKNESS AT TRANSOM • • • • • • • TYPICAL ANCHORS: SEE ELEV, FOR SPACING • • • • • TYPE A: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) ne: ••• • ••• • OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi) 1/a•H.S.GLASS • THRU 1BY OR 2BY WOOD BUCKS 0.090"INTERLAYER 1-1/4" MIN. EMBED INTO CONC.@ HEAD/SILL SENTRYGLAS RICAINC, 1 -1 /4" MIN. EMBED INTO CONC. /MASONRY @ JAMB • • YVR ra• H.S.QIAsS • INTO 2X WOOD BUCKS OR WOOD STRUCTURAL • • • • • • 1-1/2' MIN. EMBED @ HEAD AND JAMB • • 6 • GO9/16' LAMINATED GLASS 1 GLAZING DETAIL DOOR LEAF (ACT/IRACT) 1/4' H.S. GLASS 0.0110 INTERLAYER SENTRYGLAS BY KURARAY AMERICA INC. 7/4• H.S. GLASS NOTE: 172"AIRSPACE GLAZING CONPLIES WITH A9TM E1300-09. 1/4' TEMP. GLASS yl" AIR SPACE WITH AN ALUMINUM SERIES LPXC SPACER BY ALL METAL INC. AROUND THE PERIMETER OF GLASS. PRIMARY SEALANT: PIB - POLYISDBUTYLENE 1YY FROM END ® 16 O.C. TYP. SETTING BLOCK: TWO BLOCK PER DOOR LITE TWO BLOCK PER TRANSOM LITE G. 1 5/16' TOTAL INSULATED LAMINATED GLASS THICKNESS AT TRANSOM • • • TYPE B: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi) OR 1/4' DIA. TAPCON (FU=120 ksi Fy=92 ksi) ' • DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED @ HEAD/SILL 1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMB TYPE C: 1/4" TEK OR SELF DRILLING SCREWS(GRADE 5 FU=120ksi FY=92ksi) INTO METAL STRUCTURES (HEAD/JAMB) 543"FROM END • STEEL : 1/8" MIN. THICKNESS (Fy = 36 ksi MIN.) a10•D.C.TYp. ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 1/2" INTO WOOD STRUCTURE = 1 1/2" INTO METAL STRUCTURE = 1" CONCRETE V c = 3000 PSI MIN. MASONRY C-90 V c = 2000 PSI MIN. WOOD SG= 0.55 SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH CLEAR SEALANT. 1X OR 2X WOOD BUCKS AND METAL STRUCTURES BY OTHERS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEMS AND TRANSFER THEM TO THE BUILDING STRUCTURE. ATrulite "p:lh—.t7elite.W0 403 WESTPARK CT. SUITE M PEACHTREE CITY, GA 30269 p. 900432-8132 I1. VA-n4-20V 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/0 TRANSOM ( LARGE MISSILE IMPACT) ENGINEER. 1TI MCY ENGINEERING, INC. Y GLAZING CONCULTANT 6501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 306.271-0117 Em : MCY.E ,*,kipC) l "mw.MCYEnpYrwY•.00m WANQ ' N 0- Al 17th, 2018 FLORnA APPROVAL FL 018413 DRAWN: RMK DRAWING NO: 717E 03-24-15 4 OF 13 IWG: AD15-23 . . ... . . . ... .. .. . . . .. .. . . • . . . . . • . . . . ... . . . . ... • . . . •• . . . . .. . . LOCKS: • • • • • • ' ' ' LOCK OPTION 1(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO Ptl1911P LCCK • • • • SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC INTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON D"-01M ICyIfi90••Gb� TWO POINT LOCK SYSTEM WITH STRIKE PLATES AND AL7iIVA1�U S F E• • • • MOUNT METALLIC PANIC DEVICE ON THE INTERIOR • • • • • • ' ' LOCK OPTION 3(ACTIVE/INACTIVE PANEL): VON DUPRA 99R7 CVR TWO ' ' ' • ' POINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGE STANDARD KEY OPERATOR ON THE EXTERIOR LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, MS1881 & ILCO 1880 CONCEALED TWO POINT LOCK SYSTEM WITH VERTICAL ROD AND STRIKE PLATES. THUMB TURN ON THE INTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: ADAMS RITE W/AR4016 OR ILCO 4016 TOP ROD & AR4015 OR ILCO 4015 BOTTOM ROD WITH STRIKE PLATE, CONCEALED THREE POINT LOCK SYSTEM WITH ILGO185 EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR LOCK OPTION 5: INACTIVE PANEL: REGENT ML-207-TT-2PT TWO POINT LOCK SYSTEM WITH EIGHT PLY HOOK LOCK. THUMB TURN ON THE INTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: REGENT ML-207-012, CONCEALED THREE POINT LOCK SYSTEM WITH EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR HINGES: REFER TO DETAILS H1 H2 & H3 ON SHEET 7 OF 11 HINGE OPTION 1:32 H1: (3) 4 1/2" BUTT HINGES (26298) 9 1/4" FROM TOP & BOTTOM, CENTERED HINGE OPTION 2:31 H2: OFFSET CAST ALUMINUM PIVOT HINGES TOP (H160X) BOTTOM (H160X) MIDSPAN (2456x) HINGE OPTION 3:33 H3: CONTINUOUS ALUMINUM GEAR (60095) DOOR CONFIG. LOCK OPTIONS WJM (MAX) EIGHT(MAX <072" < 96" XX 1,2,3,4,5 " 96" < 96" XX 4,5 < 36" < 96" X 1,2,3 (ACTIVE PANEL) < 48" < 96" 1 X 4,5 (ACTIVE PANEL) ATrulite MtpJAeYr .t"'te.00tn 403 WESTPARK CT. SURE 201 PEACHTREE CITY, GA 30269 p.600432-e132I f. 264-724-2093 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENOWEEM %fNc MCY ENGINEERING, GLAZING CONLULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305.271.0117 Em l: MCY.Enpineulnp®ee.net —MCYEnp1neeAnp.— N77 OF ' APRIL 17th, 2018 RARIDA APPROVAL: FL #18413 DRAM PRAIIK WAWNO No: XV- 03-24-15 5 OF 13 3W0: AD15-23 . . ... • . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TYPICAL SEE ELEVATION ANCHOR(SEE.$HEET FOi;SSi%�!)CING • • • • • • • • • • (SEE CHART 1 ON SW-ET•1) • • • • • • • • • • • • • • • TYPICAL ANCHOR(SEE SHEET 3) A. • • • • • • • • • EDGE DISTANCE SEE ELEVATION FOR SPACING 'w (SEE CHART 1 ON SHEET 1) w 0 1XOR2 OD DSUCK STRUCTURE •• •O �3paiMN. �WNWE • • • ir • 1 • • • • • • • • 1 • • e • • • • • • • •'Q •21 e 5 SEE S�RIKEbEE 6 _ 11 ON SHEE 11 I I 1/2" MIN. ENGAGEM NT e I 14 SEE STRIKE ON DETI HEE ILS 11 I I �, ��--- P. Ix O 19 r i g 47 w µ! 1/2" MIN. ENGAGEME a NIT x B 31W Tr� w ~ w P. a 1s w x > x I 3/ • W ww W 17 I 18 w v wy y I I I I O II � x y II I � II O PANIC DEVICE OPTION w j (SEESHEET 3 FOR p LOCKOPTIONS) W W y _ Ir EPDM GASKETS USED IN THIS FENESTRATION PRODUCT Mu ARE IN COMPLIANCE WITH ASTM STANDARD C864. 6 = w 7 II I II NOTE #1: UNITS WHERE WATER INFILTRATION IS REQUIRED MUST BE INSTALLED 7 AT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA AS PER ILLUSTRATION BELOW OR IN NON -HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE. IT IS APPLIED TO 4" NON -WATER ? RATING SADDLE THRESHOLD (DETAIL C/7) AND 4"(DETAIL I/7) OR N 47 5"(DETAIL H/6) BUMPER THRESHOLD. SEES RIKE D TAIL ON SH ET 11 t2 1/2". .ENGA TYP EME� OVERHANG LENGTH 4 H 6 CONCRETE fc=3000 peiMW.. < 0 CONC. INSTALLATION w 'SEE ELEVATIONS �1 ONLY OH RATIO= OVERHANG LENGTHGHT w OVERHANG HEI FOR SPACING EDGE DISTA (SEE SHEET 1) CE 5"BUMPER THRESHOLD EXTERIOR a (NON -WATER RATING) NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING OFFICIAL. ATrulite httpj/.—.Wlte.Com 403 WESTPARK CT. SURE 201 PEACHTREE CRY, GA 30269 p 800432A132 I f. 954-724-2093 PROD=' 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) M MCY ENGINEERING, INC. L lA7 •,•. Cr1N I''ANT 5501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 Em : WY.E"91" IQ®AO. —NICYErOnw g— # 2 A/ # APRIL 17th, 2018 FL #18413 DRAWN: FRANK I ORAWNO No: — Da-s4-1s 6 OF 13 MM . ADIS-23 METAL STRUCTURE ¢ N I �i 24 wF x¢ O >y 38 0 w 37 W y 34 �� Ua7 LLLL» N 17 I 4 7 OPTION e 7 SEES RIKE DETA S I I ON HEET 11 i" MIN. E GEME T O P. KP. 48 WITH#10-24X1/2" = a PHMS 4' FROM W EN05 ®i6' O.C. MA w w I LL N 1 I. IC DEVICE OPTION i = H SEE STRIKE ON E x w a o I 112' MIN. ENGA uJ W 17 t8 � I y7 W 7 B U, T N I I I'I II II II II m i � ze (OPTIONAL WATER KEY) i f SEE S RIKE DETAI / \ SEE STRIKE D TA S I. / \ ON HEET 11 \ ON SM E 11 \ !'MIN. N EME C 1/2" MIN. ENGAGEME T I ILI B ONE BEAD CONC E. IONC. INSTALLATKN ONLY 'CONCR TE. C / ic= WI MIN. fe=3000 MW. i SEE ELEVATIONS FOR ,ACING _ ; / \ \ i ® \ i -\ CONC, INSTALLATION ONLY \ 29 w_ SEE ELEVATIONS FOR SPACING EDGE DISTANCE ;O / EDGE DISTANCE I 4" BUMPER THRESHOLD 4" ADA SADDLE THRESHOLD I (NON -WATER RATING) (NON -WATER RATING a NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDING NOTE: ADA COMPLIANT TO BE REVIEWED BY \ ` BUILDING OFFICIAL. \• ", / OFFICIAL. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . IN DIST ••• •• IX WOOD BI�K • • • • • •• ••• • TUPICAL#NCHORWEE SHEET 3) TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING • • • • • _ o • W SEE ELEYATIOWOWPACING (SEE SHEET 2) • • (SEE SHEET 2) • CONCRI:�E. m ' • • • • 37 is=3000 pY MIN. w 34 .. Ev • • OPTION 6 C z2 rn • • • • • • • o • SEE STRIKE DETAIL ON SHEET 1 112" MIN. ENGAGEMENT s TYR �60 32 A Tru I ite 22 ALT 4e AT 4' FROM END ,12' O.C. http:lh—.twtits.00m 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 Op. 000-432-813211.984-724-2083 PRODUCT: 351 SERIES ALUM OUTSWING OPTION USED FOR FRAME HEIGHT LESS THAN OR EQUAL TO 120' ONLY is TRANSOM HEIGHT - 24" MAX. DRY -GLAZED 'S DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) {CQII E ALT AT 4' FROM END ,12' O.C. ENGINEER. MCY ENGINEERING, %INC GLAZINi CON'U: TANT 8501 SW 124 Ave. Sle. 205A B OPTION MIAMI, FL 33183 7 P: 305.27"111 Em"11: MCY.Er,&.rB 9C A.It M SED FOR FRAME HEIGHT LESS —.MCYEnp." — HAN OR EQUAL TO 120" ONLY RANSOM HEIGHT = 24" MAX. *t Al 'I eFL OPTION '] OPTIONAL APRIL 17th, 2018 FLORIDA APPROVAL: 018413 WAWIk FRANK WAWNM No: 7 OF 13 DATE: 0'-24-1 DM: AD1S-23 � • IIW1III � 31 22 e ZWO W � N 39 37 94 !v e 7 2' � SEE STRIKE D AI u ON SH E7 1 1/2' MIN. ENGAGE ENT 97 48 w `1 lC o x wJ �w e PA IC DEVICE OPTION LL W ^O TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACNG (SEE CHART 1 ON SHEET 1)7 �I_ O , ° ! , 4 1/8' FROM END I /P. EXTERK)R /E- �0 it O.C. Trr. INACTIVE e ACTIVE 6 LOCK OPTION 1 (SEE SHEET 3) INACTIVE EXTERIOR ACTIVE e8 LOCK OPTION 2 (SEE SHEET 3) (SEE ELEVATIONS) .L.O 5 118" (SEE ELEVATIONS) 5118, D.L.O INTERIOR LOCK OPTION 4 LOCK OPTION 7 10 44 28 33 B 67 Do O O _ 314" /14 1/8" FROM END INACTIVE EXTERIOR ACTIVE 8 LOCK OPTION 4 & 5 1 (SEE ELEVATIONS) D.L.O 51/8' (SEE ELEVATIONS) 51/8" D.L.O INTERIOR LOCK OPTION 3 0 LOCK OPT ON 3 "�3.835 111. v91r U.O. ITr. INACTIVE EXTERIOR ACTIVE e8 LOCK OPTION 3 (SEE,SHEET 3) NOTE: 1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTO APPROVED STOREFRONT(SEE SHEET 2 AND DETAIL E/8). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCT APPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL. ATrulite http:/h—.twIIte.4om TYPICAL ANCHOR(SEE SHEET 3) 403 WESTPARK CT. SURE 201 SEE ELEVATION FOR SPACING PEACHTREE CITY, GA 30289 (SEE CHART 1 ON SHEET 1) p. 800-/32-8132 I L e54-724-2083 PRODUM. 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/0 TRANSOM ( LARGE MISSILE IMPACT) ENGDEM MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 E-11: MCY.EnglnWrp®W—I wwwMCYEr•IroMnB.com * : /1/_ 1K APRIL 17th, 2018 FLORIDA APPROVAL: FL #18413 ORAWN:FTLWK I DRWANO No: NTE 03-24-15 8 OF 13 Xwfs: AD75-23 TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) lx WOOD BUCK TYPICAL ANCHOR(SEE SHEET 3) SEE ELEVATION FOR SPACING (SEE CHART 1 ON SHEET 1) (SEE CHART 2 FOR TRANSOM END ANCHORS) f a 0 JHI 37 EXTERIO K F- 1/4" MIN 7/8" a 2 1/8" D.L.O. 2 AR (SEE CHART 2 FOR TRANSOM END ANCHORS) MIN. Z N 0 w r�-,rl , L 1A �i w jg va" N 7/a" 2 8" D.L.O. 46 4" FROM END 11" O.C. TYP. (SEE CHART 2 FOR TRANSOM END ANCHORS) NOTE: 1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTO APPROVED STOREFRONT(SEE SHEET 2 AND DETAIL E/8). 2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCT APPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL. D TRANSOM OPTION EXTERIOR NOTE: HINGES SHOWN ARE IMAGE ONLY. H1 HINGE OPTION 1: (26298) 4-112" STEEL BUTT HINGE (SEE ELEVATION FOR LOCATION) ATrulite httpl/v Arulte.wm 403 WESTPARK CT. SUITE 201 2OM END PEACHTREE CITY, GA 30269 11" O.C. TYR p. W0432-513211. 854-721-2093 PRODUCE: 351 SERIES ZL HINGE LOCATIONS ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/0 TRANSOM ( LARGE MISSILE IMPACT) -- 14 ` 35 O ) I 1 i I Q 41 1\ O ` EXT./ I„12 HINGE OPTION 2: TOP (H160X) BOTTOM (H160X) OFFSET PIVOT HINGE MIDSPAN (2456x) (SEE ELEVATION FOR LOCATION) EXT.// 43 H3 HINGE OPTION 3: (6DD9X) CONCEALED ALUM. CONTINUOUS GEARED HINGE (SEE ELEVATION FOR LOCATION) E1101 *lm MCY ENGINEERING, INC. GLAZING CON :`LTANT 8501 SW 124 Ave. Ste. 206A MIAMI, FL 33183 P: 305-271-0117 Em : MCY.Fi,ph,ee qc- - MCYE,g ...*v— * APRIL 17th, 2018 FT.OPoOA APPRWAL: FL 018413 DRAWN: FRAW I MOM No: )ATE 03-24!15 9 OF 13 Wp: AD13-23 . ... . . ... % .. % .. . . . . . . . . . . . . ... . . . . .. . • ••• ATrulite • • • • • • • •• • • • • ••• • ••• • htipl/wxw.WWe.com 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 • • • • 3/8"AX. • • • • • LEAIFSWIDTH P WG-432.81321 (.954-724-2003 MIN. EDGE DISTANC TYPICAL ANCHOR (SEE SHEET 3) • M • • •� SE5" I EVATIONS) lx WOOD SEE ELEVATION FOR SPACING • • •, 1 • • •(J).L.0 PROpK,7; BUC (SEE SHEET 2) • • • : : • 41MI • : 4" FROM PNO 5T310 STEEL BAR FULL 351 SERIES 12•t7'C. TYP. LENGTH (Fr36 KSI) 1 IN. ONCRET Z m INTERIOR MIN. ALUM OUTSWING Pc=.310 'M �� INTERIOR DRY -GLAZED TYPICAL ANCHOR (SEE SHEET 3) SEE ELEVATION FOR SPACING _ _ _ DOORS (SEE CHART 1, SHEET 1) W/OR W/O TRANSOM z5 Q EM ED 14 8 1 18 T 35 14 5 (LARGE MISSILE IMPACT) iv�:- -0 z .20 ALTO U --- REVN DATE/RENARKS F' O O ¢ x Q ,I w H O �u8 = O Z W Um — — _ '•i6 THREADED ROD 1 p w o00 u Lite 3 5/8" 1 1 EXTERIOR EXTERIOR 42 REFERTO SEPARATE ENDRIEQ�%INC N PRODUCT APPROVALFOR STOREFRONT SYSTEM = O 20 r E REINFORCED DOOR JAMB WITH MCY ENGINEERING, W Q 1 O 1 SIDELITE (UNDER SEPARATE APPROVAL) GLAZING CONC:;LTANT Wiv s R 8501 SW 124 Ave. Ste. 205A Lu NOTE: MIAMI, FL 33183 w 26 i'v 0 TYPICAL ANCHOR(SEE SHEET 3) END LOAD, ANCHORS TO BE REVIEWED BY P: 306-271.0117 LL y SEE ELEVATION FOR SPACING AUTHORITY HAVING JURISDICTION emu:E"a"'° e ' ` (SEE CHART I, SHEET 1) 2R 3 w.rW ucrEn9rr.r`gAom 1 5 O O INTERIOR r W. 1 R 7 .�` l,�} WAIyQ wi wi ti �� �i: v • FW Q SEE STRIKE DETAILS MI Ns ul ON SHEET 11 M ED * n # J EN MIN. 'p OE • �+ ENGAGEMENT TYP. � W w APPLICABLE TO SINGLE ��� Z ' O AND DOUBLE DOORS ¢N o Oz.o� �ONP��,p w APRIL 17th, 2018 of o.12s w� � FLORIDA APPROVAL: 41 D 1 3/4"MIN. DOOR OPENING FL #'I84'I3 NOTE: 1/2" MAX. 1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTO APPROVED 3/8" Ak FRAME WIDTH STOREFRONT(SEE SHEET 3 AND DETAIL E/10). SH M (SEE ELEVATIONS) 2• REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCT EXTERIOR APPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL. DRAWN: FRANK DRAWING No: DATE o3-24—, 10 OF 13 DRG: AD15-23 ,.250 r2.500 7 9.1 � 5.000 0.1zs Ljjo.2so a. DOOR HEADERKILL JAMB ea63-n /1 55051 DOOR HEADER/9DE JAMB 3000 5,3 amt-n . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • t .250 .664 0.125 0.083 4.500 2.0ro n SYS 3100 JAMB MEMBER /1 3 IT TOP RAIL V 3101 6MY.- 260,5 1013-TB 0.113 0.125 0.090 0.106 S 0.108 0.500 o. 1.000 5.000 3.822 M[N. 3.638 MIN. 3.886 MIN. 1.664 NON -WATER RATED LIMITED WATER RATING 7 5• BOTTOM RAIL n BEVEL HINGE STILE /1 MEETING STILE-ACT!S /.1 MEETNG BTILE-MACTNE ^4' SADDLE THRESHOLD /,y 5' BUMPER THRESHOLD t% 28384 6083T6 \:✓ 28386 816146 26378 6]63-T8 t.i� 28371 8083-Tfi t140280 fi08}TB �=% �1054 6063-T6 1.750 0 0.125 0.087 0.0e3 i 3 4.000 1.750 f.281 1.135 0.063 t_ 0.841 LIMITED WATER RATING 4" BUMPER THRESHOLD /14 DOOR STOP rl OPTIONAL DOOR STOP /1'1 INTERN3R DOOR ADAPTOR /17 EXT RM3R DOOR ADAPTOR 13 1012 8093-Ta f0039 MOTE tl 44013 6063-i6 2B031 87A3-Tfi t%Z6032 6063-T6 yA TOR-0/1B•GLS083TO a Tru I ite httplh w truMte.mm 403 W ESTPARK CT. SURE 201 PEACHTREE CITY, GA 30269 p. 8DDA32-8132 I I. IA-724-2063 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM (LARGE MISSILE IMPACn ENGINEER: MCY ENGINEERING, INC. GLAV 3 CONLJLTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P! 305-271-0117 Em61L MCY.E Vk.. 6p® - -,MCYEn•mxYV- 0.063 0.976 O.ow 0750 0.631 0.530 0.083 Nam, 77 aoo 1- O O O O o eoe o.7so t J o•?so 1E i2 Of 1 .700 �_t o.063 o.e44 1 _ 3.938 I 3.750 ,�i • • •0�,,� ,18 W NG ADAPTOR a063_Ta 20 3,033100 GLASS ADAPTe n 5SYS 0 SHEAR CLIP SYa3100 SHEAR CLIP 21 C A NG ADAPTOR W03Ta 3 NG ADAPTOR SDWTB ,'Sul APRIL 17th, 2018 0.1 0./99 t .7so 1.BSa Q FLORIDA IfiPPRGVAL% 0.e44 o.ow D. 81 0.011 1.670 D. 125�750 0.406 a•12 t_ FL #18413 O.OB3 0.719 2.250 1.2I90.537 , 2.500 11re'LONG�6.616'TWt. 30.125 OOOR lTOP CLP WI8 v-PHMB 6•FROMI-NAHO12'OL DRAWN: FRANK DRAWING No: GLAZING ADAPTOR FOR 14i/18' GLASS n ASTRAGAL PLATE /\ DOOR BOTTOM SWEEP ASSEMBLY n BUMPER THRESHOLD n MID RAIL (,tea Mm RAIL ADAPTOR r,T EPDM GLAZING GASKET r\ EPDM GLAZING GASKET i_'�31 DOOR 9TOP CLIP - 1R1• LONG 4 3700 5063-TB l`J 28375 fi06iT6 1l`J 25W7 IKX&T6( 40296 SM3TB �128014 6083.T6 C7 2801J a063-T61i R676 \":l RG-I H87 aTE 03-2�--1 11 OF 13 •• •• • • • •• •• • BILL OF MATERIALS • • • • • • • • ' •' • ' ' • ' • • A Tru I ite ITEM # PART # DESCRIPTION MATERIAL: ' •' •SU?PL:ER/VRUF• ' � 1 3000 3000 DOOR HFADERISILL JAMB ALUM. 6063-TO • • • BRINELL • • 2 50513 5000 DOOR HEADER/SIDE JAMB ALUM. 6083•TB •WVLL • • • 3 10220 SYS 10220 1.3/4' X 4 1/2' TUBE ALUM. BOSS J6 BONNELL http9/ww.v.truHe.com 40T CT. SURE 201 PEACHCHTREE EE CITY, GA 30289 P. BOOd3247132 (. 954-724-2083 4 3001 3000 TRANSOM BAR/TRAM HEADERNAMB ALUM. S063-T6 BONNELL 5 3101 3100 TRANSOM BAR/TRANSOM NEADEA/JAMB ALUM. 6063-T6 BONNELL 6 26315 3 1/2' TOP RAIL ALUM. 6063-T6 LL 7 26364 5' BOTTOM RAIL ALUM. 6063-T6 • • • •BONRLL 4 • • • 6 26368 BEVEL HINGE STILE ALUM. 6063•T6' LL PRODUCT: 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/OR W/O TRANSOM (LARGE MISSILEIMPACn g 28375 AEE7ING STILE•ADTIVE ALUM. 6C83-T6 • • • • SEINELL • • • • • 4 10 26371 MEETING STILE•IMICTIVE ALUM. WS3-T6 BONMELL 11 40290 4'SMDLE THRESHOLD 5'BUMPER THRESHOLD ALUM. 6063-76 SCHNELL 12 20W ALUM. 6063•T6 PEMKO 13 1042 4'8UMPER THRESHOLD ALUM. 6063-T6 BONNELL 14 10029 DOOR STOP ALUM. 6063-TO SCKNELL t5 44013 OPTIONAL DOOR STOP ALMA. 63-T6 8C BONNELL 16 26031 INTERIOR DOOR ADAPTOR ALUM. 6063-T6 BONNELL 17 20D32 EXTERIOR DOOR ADAPTOR ALUM. 6063•T6 DONNELL 18 3DO6 GLAZING ADAPTOR-9/16' ALUM. 6063•T6 SONNELL REVN DATE/REMARKS 19 3009 GLAZING ADAPTOR ALUM. 6063•T6 BONNELL i0 3103 SYS 3100 GLAZING ADAPTOR ALUM. 6063-T6 SCHNELL 21 3109 TRANSOM GLAZING ADAPTOR ALUM. W63•76 BONNELL 22 3003 GLAZING ADAPTOR _ _ TRANSOM GLAZING ADAPTOR FOR 1-5/16' GLASS ALUM. SOS3-T6 SCHNELL 23 3108 ALUM. 6063-T6 DONNELL ENGINEER: Qml RACY ENGINEERING, INC. GLAZING CO­JLTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 E-9: Att:Y.En9ineMnp�aen•t wewdlwEnpN,esnnp.wrt, 24 3004 SYS 3000 SHEAR CLIP ALW. 6063•T6 BONNELL 25 3104 SYS 3100 SHEAR CLIP ALUM. 5063-T6 BONNELL 26 26375 ASTRAGAL PLATE ALUM. 6083•T6 DONNELL 27 1122 INSULATED ALUMINUM SPACER ALUM. 6063-TO ALL METAL INC. 2B 25047 DOOR BOTTOM SHEEP ASSEMBLY ALUM I RUBBER HMFA 29 40296 1 1/2' . 3 314' BUMPER THRESHOLD ALUM. 6063-T6 BONNELL 30 26014 MID ARIL ALUM. 6083-T6 BONNELL BONNELL 30A 20013 MID RAIL ADAPTOR ALUM. 6063-TO 31 R015 EPON GLAZING GASKET EPDM (DUROMETER 70 ME A) TREMOO 32 RG1 EPUM GLAZING GASKET EPDM (DUROMETER 70 SHME A) TREMCO \\` \�` �.WANo � ��,�`� } ��� 1k of ,��j�,•�•• �'(nE1-:`���,, ��so Allst,' APRIL 17th, 2018 33 23301 RUBBER GROMMET AT ASTRAGAL NITRITE RUBBER GAONIET 34 H62D 1/2'z 1/4' SETTING BLOCK EPDM (DUROMETER 85 +1-5 SHORE A) TREMOO 34A H62F 1 318'K 1/4' SETTING BLOCK EPDM (OURDMETER 85 -1-5 SHORE A) TRENCO 35 AM DOOR STOP GASKET EPDM (DUROMETER 65 SHORE A) THEMOO/CORSON 36 DONSIL995 DMS SILICONE SILICONE DON CORNING 37 V2108 1/4'X3/8' GLAZING TAPE FOAM ST. GDRAIN 41 H160X SET (TOP) OFFSET PIVOT HINGE ALUM. 6063-TO GLOBAL DOOR (BOTTOM) ALUM. 6063-T6 GLOBAL DOOR 26298 MID6PAM 8083•TB GLOBAL 42 4.1/2' STEEL BUTT HINGE 1/8' THK. ST�i �RCOMPANIES 43 BOO9X ALUM CONTINUOUS GEARED HINGE 0.094' THK. ALUM. 6063-T6 xAM COMPANIES 44 24110 BRUSH PILE AT DOOR MEETING STILE YARN AMESBURY GROUP 45 23501 DOOR STOP CLIP-1 118' LO, 6' ON ENDS, 12' O.0 STEEL EVANS MANUFACTURING FLORIDA APPROVAL: FL 918413 46 SPMER2 PVC SETTING BLOCK FOR 9/16' GLASS PVC PLASTIC M S M PLASTIC 47 2620301 SACKING PLATE ALW. BC63•TS BONNELL 48 23163 012.24' z 3/4' PFH-23 ZINC COATED STEEL ALLOY FASTENER 49 23897 #10-24' z 1/4' PFH STEEL VARIES 50 23302 N6 4 3/4' UC-PFH TEN STEEL VARIES 51 26139 HINGE RACKING PLATE 52 23233 114.20 X 1-112' PFH —NLIDATEC STEEL ALLOY FASTENER DRAWN. FRAM( ORAWMMi Noe 12 OF 13 53 23089 #10.24' z 5/10' PFH ZINC COATED STEEL ALLOY FASTENER DATE Oy—p4-1 23079 #10.24' K 3114' PFH DWG= AD15-23 (2) 8-3/4(19) SELF TAP SCREWS (TOP AND BOTTOM) #10.24 BY 3/8' MOUNTING SCREW STRIKES (FALCON DOOR-O-MATIC) LOCK OPTION 2 STRIKES (AHT 8000) LOCK OPTION 1 . . ... . . . ... •. .. • . . .. .. . . . . . . . . . . - . . ... • . • . ... .- .... .. ••.... 000 • e • • • • • • • • • • ••• • (2)12-24 BY 3/4' FLAT HEAD MACHINE SCREWS. • • • \ � •� M)NI /4-"BY 1 1 /2' PAN •� • • 4iEAD NkJHINE SCREWS. 11/16' THROW 0 0 Bolt _ Guide ADAMS RITE TOP/BOTTOM STRIKE I II LOCK OPTION 4 Screw P4 GW285•- 11 338 Stake (Top) Standard Panic or Fire Exit Hardware (2)#10.24 BY112" STRIKES (VONDUPRIN 9947) FH.MS. LOCK OPTION 3 (2)12-24 BY 3/4" FLAT HEAD MACHINE SCREWS. 1 � (2)1/4-20 BY 1 1/2" PAN HEAD MACHINE SCREWS. (2)10-24 BY 112" FLAT HEAD MACHINE SCREWS. 3/8'-16 STEEL THREADED TRUSS -ROD WITH 3/8" DIA. NUT I I \� I I 3/8'-16 STEEL THREADED TRUSS -ROD WITH 3/8' DIA. NUT I I I I I DOOR PANEL CORNER CONNECTION -,%,Trulite h"p!/_.tmllte.Wm 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 8OG432-8132 I I.054724-1=1 351 SERIES ALUM OUTSWING DRY -GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) ENGINEER: � MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 306-271-0117 Emil: MCY.Engin• ,;00..t —.MCYEnp ...d,Q m �yr • N APRIL 17th, 2018 ROMA APPROVAL: FL #18413 DRAWN: PRANK I DRAWING No: '"r< 13 OF 13 1wc: Ao,e—at I . 1 1 1\VJL�.1 Ji 1 L THOMPSON HALL BUILDING MIAMI SHORES, FL 33168, BARRY UNIVERSITY AUG 27 2018 THOMPSON HALL EXTERIOR DOUBLE DOOR REPLACEMENT/RETROFIT THOMPSON HALL, MIAMI SHORES, FL 33168 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHQR&S, Ft:3►31610•;• DRAWING INDEX SHEET # SHEET TITLE - _ - _ _ _ .. 000 ISSUE DATE �/ #I REV�DAT? ... GENERAL COVER SHEET 05.18.18 t• _ •• ARCHITECTURAL • • • • • A-1 _ __ _ ____ _ DESIGN INFORMATION _ _ _ —T 05.18.18 05.18.18 _ 00 • • ' ... A-2 KEY PLAN & AREA OF WORK FLOOR PLAN _ ---------- A-3 DOOR DETAILS _ 05.18.18 PERMIT #: M ami Shcles Village O ADPRO\ED BY DATE ZONING`[)EPT BLDG nFPT fo t7pl7rj I'0 CCNIPLIA E WI*(H A11 STATE ANj C( I.jNii'( ULES AND RF 'ULATIONS VICINITY MAP l.v cc' ig ZZg2 SCOPE OF WORK: THIS PROJECT INCLUDES THE; REPLACEMENT 0P EXTERIOR DOUBLE GLAZED DOORS ON THE GROUND LEVEL OF THE THOMPSON HALL BUILDING LOCATED AT BARRY UN VERSITY, MIAM' SHORES CAMPUS. NEW DOJBLE STOREFRONT DOOR WILL INCLUDE THE ADDITION OF ADA LOW ENERGY DOOR OPERATOR W/ WIRELESS PUSH PLATES. BARRY UNIVERSITY: STAMP: THOMPSON HALL DOOR REPLACEMENT Cl 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. ` NO. REVISIONS _ ® 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 —_ — _DATE 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. STUDIO 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 1 AA 26003190 A R C H I T E C T S P: 786.239.1322 1 F:305.223.0574 I WWW.D-O-S.COM STAMP: w Z cc O 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 • • • .... ..•••• .. . • • • • • .••••• •• ••••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • 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 WALL ZONE 4&5 _ 4 PRESSURE psf SUCTION psf _ — I TRIBUTARY AREA (SQ. FT.) 10 52 50 51 -51 _ _ 5 SUCTION psf __-52 -64 -62 TABLE 1: ASD (SERVICE) COMPONENT AND CLADDING PRESSURES DRAWN BY. D&Q 1715 BARRY UNIVERSITY: THOMPSON -- 17 CHECKED BY: DATE: HALL DOOR REPLACEMENTS DD 05.18.18 ® 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 DQ 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 STUDIO USER'S RISK AND D&Q STUDIO LLC WILL BEAR NO RESPONSIBILITY ARISING OUT OF SUCH USE. A R C H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 1 F:305.223.0574 I WWW.D-Q-S.COM DESIGN INFORMATION NO. REVISIONS PERMIT SUBMITTAL A-1 DATE STAMP: I KEY PLAN SCALE: N.T.S. „w r EXTG. STAINLESS STEEL CORNER GUARDS TO REMAIN, TYP. EXTG. WALLS EXTG. GUARD RAIL i 01 A-2 ADA OPERATOR AND HEADER WIRELESS PUSH PLATES ----� --E — l EXTG. WALLS .'.""� •••••• \\--- �. WIRELESS ADA PUSH PLATES • 6'4 F.V. \. .,., .. :....� -- -- DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-3 EXTG SIDEWALK - • • �. . ...... oe . AREA OF WORK FLOOR PLAN SCALE: 1/4" = V-011 GENERAL NOTES 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PROIR TO BIDDING AND STARTING CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE PER PRODUCT APPROVAL REQ. DRAWN BY: D&Q PN: NO. -- 1715 BARRY UNIVERSITY: THOMPSON -- CHECKED BY: DATE: HALL DOOR REPLACEMENTS DID 05.18.18 © 2018 by D & O Studio, LLC. THESE DRAWINGS AND i PERMIT SUBMITTAL KEY PLAN & AREA --- SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&O 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 OTHER PROJECTS OR EXTENSIONS TO THIS O WORK O R K FLOOR _ PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF D&O STUDIO LLC. ANY SUCH UNAUTHORIZED USE WILL BE SOLELY AT THE NO STUDIO RESPONSIBILUSER S RISKND DARISINGIOUT OFSTUDO LLCILL SUCHAUSE.. A R C H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 A2 P LA N P: 786.239.1322 1 F:305-223.0574 I WWW.D-O-S.COM N 6'-4„ /f—`--31-011 31 011 LPANIC HARDWARE I � ------ -�- PANIC - - - HARDWARE/ � \ I / / LL: �1a 01 `, DOOR ELEVATION A-3 , SCALE: 1/2" = V-0" ALLOWABLE STRESS DESIGN: +51/-51 03/A-3 LL: Q m ADA OPERATOR AND HEADER -- ADDITIONAL BUSINESS EXTG. CMU WALL. DECALS BY OWNER -- "AUTOMATIC CAUTION PATCH AND PAINT TO DOOR" DECAL, VISIBLE MATCH INTERIOR FINISH. ON BOTH SIDES 1/4" SHIM PER NOA. PER ANSI A156.19 DOOR FRAME MECHANICAL FASTEN L PER NOA WIRELESS ADA L— PUSH PLATES LINE OF WALL BEYOND (FIELD LOCATED) BASIS OF DESIGN, OR APPROVED EQUAL: • MFR: CGI WINDOWS AND DOORS, INC. • MODEL: SERIES SE-3550 ALUMINUM OUT -SWING DOOR (WITH ADA THRESHOLD) • FINISH: CLEAR ANODIZED • GLAZED OUTWARD DOOR W/ FRAME • NOA#:17-1114.01 • CONTRACTOR TO PROVIDE NOA SUBMITTAL TO AHJ. DOOR HARDWARE, BASIS OF DESIGN OR APPROVED EQUAL: • CONCEALED VERTICAL ROD PANIC EXIT DEVICE MODEL: VON DUPRIN, SERIES 3347 • HEAVY DUTY SURFACE MOUNTER CLOSER • ADA DOOR OPERATOR* MODEL: STANLEY, MAGIC-ACESS (CLEAR ANODIZED FINISH) W/ WIRELESS ADA PUSH PLATES *CONTRACTOR SHALL PROVIDE ELECTRICAL CONNECTION PER PRODUCT REQUIREMENTS. STAINLESS STEEL CORNER GUARD, TYP. PATCH AND PAINT TO MATCH INTERIOR FINISH. BACKER ROD AND ---- SEALANT BOTH ALL SIDES 1/4" SHIM PER NOA,_, MECHANICAL FASTEN— PER NOA DOOR FRAME EXTG. STUCCO \ m _ BACKER ROD AND 'n SEALANT ALL SIDES - — — PERIMETER GASKET ,---THRESHOLD BELOW -EXTG. INTERIOR WALL a G � • �,, \ •.•• ••.••• LINE DOOR . DOOR F WALL BEYOND PERIMETER GASKET / � � • '\�� :� :':MU WALL. •. 5 3/4" � 02 DOOR HEAD - �SCALE: 1-1 2" = 1'-0" A 3� / GENERAL NOTES 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PROM TO BIDDING AND STARTING CONSTRUCTION. 3. CONTRACTOR TO COORDINATE FASTENING DETAILS PER PRODUCT APPROVAL REQ. ••• tmi .6T000••••• PATCH AND PAINT STUCCO' ••'••• FINISH. ;,�••; MATCH EXTG. COLOR AND ' • • • • • ' • TEXTURE '••• ' •• ••••• 03 \`, DOOR JAMB \\, -3 / SCALE: 1-2/2;''= 1'-0' ;..••; EXTG. EX JOINT TOP OF EXTG. SIDEWALK WHERE SHOWN IN PLAN / 04 DOOR SILL A-3 , SCALE: 1-1/2" = 1'-0" --LINE OF WALL BEYOND DOOR FRAME DOOR ADA THRESHOLD SET IN BED OF SEALANT, ANCHOR PER NOA - TOP OF EXTG FLOOR OVER EXTG. SLAB. STAMP: DRAWN BY: D&Q PN: 1715 BARRY UNIVERSITY: THOMPSON HALL HALL DOOR REPLACEMENTS NO. REVISIONS DATE ---- -- CHECKED BY: - - DATE: DD 05.18.18 {, I \ ppp 1 0 2018 by D & Q Studl0, LLC. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF D&Q STUDIO LLC. WHETHER THE PROJECT FAR 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 STUDIO USER'S RISK AND 0 STUDIO LLC WILL BEAR N0 RESPONSIBILITY ARISING OUT OF SUCH USE. DOOR TY P E & DETAILS PERMIT SUBMITTAL ----------------—-- --- A 3 A R C H I T E C T S 8245 S.W. 42ND STREET MIAMI, FLORIDA 33155 I AA 26003190 P: 786.239.1322 1 F:305.223.0574 I WWW.D-O-S.COM