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WS-17-2515 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue D Permit NO. W S-10-17-2 515 Permit Type: Windows/Shutters VorkC1assiticatiorr. poor Replacement Permit Statue: APPROVED : 5/3/2018 Expiration: 10/30/2018 Parcel Number Applicant 11300 NE 2 Avenue Number: Renne M. Hall 1121360000050-20 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone CeII BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) PP3 CONSTRUCTION CORP Phone CeII Phone (305)389-0065 (305)757-5129 Valuation: Total Sq Feet: $ 1,500.00 0 • Type of Work: REPLACE HM DOOR WITH NEW NOA HM DOO No of Openings: 1 Additional Info: REPLACE HM DOOR WITH NEW NOA HM DOO Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $1.20 $2.00 $2.00 $0.40 $110.00 $45.00 $80.00 $9.00 $1.60 Total: $251.20 Pay Date Pay Type Invoice # WS-10-17-65429 10/23/2017 Credit Card 05/03/2018 Credit Card Amt Paid Amt Due $ 50.00 $ 201.20 $ 201.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural Review Structural 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 AFFIDAV T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a e, I authorize the above -named contractor to do the work stated. May 03, 2018 Date May 03, 2018 1 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 BUILDING PERMIT APPLICATION •BUILDING ❑ ELECTRIC ❑ ROOFING OCT , 2017 FBC 20 sty Master Permit No. k..AS 17 — 2S 15 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Barry University -MD Hall) C �rhnz+,,Gm DosS 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: OWNER: Name (Fee Simple Titleholder): Barry University, Inc. Address: 11300 NE 2nd Avenue FFE: Phone#: 305-899-3790 City: Miami Shores State: Florida Tenant/Lessee Name: Email: Phone#: Zip: 33161 CONTRACTOR: Company Name: PP3 Construction, Corp. Address: 750 NE 96th Street Phone#: 305-389-0065 State: Florida Zip: 33138 Qualifier Name: Gabriel Rodriguez 305-389-0065 City: Miami Shores State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: CGC1516509 Value of Work for this Permit: $ 1,500.00 Type of Work: ❑ Addition ❑ Alteration Phone#: Certificate of Competency #: Phone#: State: FL Zip: Square/Linear Footage of Work: ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Replace HM Door with new NOA HM Door under existing Stairs. Specify color of color thru tile: Submittal Fee $ SO l �' Scanning Fee $ Permit Fee $ (( ©• D® Radon Fee $ Z Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ 2- ` O Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Z•Q ' 2.0 (Revised02/24/2014) Bonding Company's Name (if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NA 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 The foregoing instrument was acknowledged before me this 2i day of WE , 20 17 , by day of OCIOMt S r�r ,.ar who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: s/i lhV Print: Seal: Notary Public State of Florida 4 , Jeffry J Yao j My Commission FF 168481 pow Expires 11/12/2018 , 20 1-7 , by 74G1?. b/_ (K.tvI6Lr7 , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Sea Notary Public State of Florida !!�s• Jeffry J Yao j My Commission FF 168481 Expires 11/12/2018 i***************** ***************** APPROVED BY '''/ (' '/ % Plans Examiner (Revised02/24/2014) Zoning Structural Review Clerk MIAM1•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Gensteel Doors Inc. 4950 Hickmore Street Ville St. Laurent, Quebec, Canada H4T1K6 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 inanner, 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcct, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m iamidade.xov/economy DESCRIPTION: Series "GenStorm" Flush Single Outswing Steel Doors • • • • • APPROVAL DOCUMENT: Drawing No. AD10-02, titled "Genstorm Outswing Steel DoorSSrstdtf (LMTj", Iheet 1 through 7 of 7, dated 02-10-11 and last revised on AUG 21, 2015, prepared by MCY Engineertnp,Ync., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp.viLt4the NN[ioe of' Acceptance number and expiration date by the Miami -Dade County Product Control Section. • • • • Limitations: • • • 1. See Design Pressures & corresponding Hardware in sheet 5. Max. Exterior (positive) DP='+65, %there rfateg infiltration requirement is needed. • . . 2.. Options •#1, 2 & #4 require total two (2) flush bolts (top/bottom) on active panel. •:' • LABELING: Each unit shall bear one of the following permanent labels: •• • Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive MISSILE IMPACT RATING: Large Missile Impact Resistant . . .. .. • • 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, CanadaK6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the raterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #12-0223.35 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. MIAM1 DADE COUNTY lc t81 APPROVED NOA No. 15-0825.03 Expiration Date: July 14, 2020 Approval Date: October 15, 2015 Page 1 • • Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-02, titled "Genstorm Outswing Steel Door System (LMI)", sheet 1 through 7 of 7, dated 02-10-11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12-0223.35 /#10-1203.03/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Canso, P.E. 2. 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(PMK177T threshold) 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 and TAS 202-94 •• • • • • 7) Tensile test per FBC, TAS 202 •• •• •• • • • • • • Along with marked -up drawings and installation diagram of Genstorm Opaque,'Glafzed and : •' • • Louvered Single and Double Swinging Doors, prepared by Fenestration Testi ; noratoiy; tnc.,• • Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, bollaAgned apt sepled by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) • 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test reportticto:I'S-3Q5817Q- • DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door'S•yst€m, prepditd'Uy Intertek Testing Services, signed and sealed by Stephen J. Emerman, r. %�I 05-012,11). • • C. CALCULATIONS• •••• 1. Anchor verification calculations and structural analysis, complying with C 2D14(5'h,1 dition), • • prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, PEE. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), dated 08/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. This NOA revises & renews # 12-0223.35, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1st"1 1 •�l��.�. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0825.03 Expiration Date: July 14, 2020 Approval Date: October 15, 2015 E - 1 5'MAX. 1Y L CORNERS MAX. . VMS ANCHORS POR MOOR OM WOOD ONLY MC1011 TYPL0.r 0111.2. PRO CONS SINGLE DOOR TYP. EXT. ELEVATION DESIGN LOAD POS PIZCSi WIGIIIDYBI sp ITE WWI SEE SHEET SOFT SERIES GENSTORM OPAOUE OUTSWING STEEL DOOR (LMI( - THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE (2014) INCLUDING:. HIGH VELOCITY HURRICANE ZONE (HVHZ). - DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS OR IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO BE APPLIED ENTIRE PERIMETER OF FRAME). - 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 5TH EDITION FLORIDA BUILDING CODE (2014) SECTION AS APPLICABLE, • METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE DPTXRNAL DETNL OH SHEET 40' MAX (FRAME WIDTH) 35' MAX. (DOOR OPENING) MAX. ]OOOPSIYM GROUT PILLED PEPPER Imo PSI wN GROUT FILLED PRN.EJAMP NVCHORIYPrf.P CR tirwo CONC. ANCHOR LAYOUT (FOR WIRE ANCHOR ONLY) Ell IA ti OPTIONAL EMBOSSED DOOR LEAF PATTERNS: - 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. - 2 X 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. 20 GA. (0.039') STEEL MIN. Fy = 42 KSI MIN., Fu = 53 KSI MIN. DOOR FRAME: MIN. 18 GA. (0.048') STEEL MIN. Fy = 48 KSI MIN., Fu = 53 KSI MIN. - DOOR PANEL STAINLESS OPTION: 20 GA. (0.039') STAINLESS STEEL DOOR PANEL•( EEEAACPMII=. F� 42 RSI FLR 59KSI NIR. OR BETTER MAY QUAL Y HAVING AIL-C�i,T1F CAE" ZS •A Ei;IFICATION OF THE AVAILABLE MIN. YIELIO6TRENOPTH• • • • • • • • • • • • • • • - DOOR FRAM STAITJLE6S OPrIi)N: 11GA. `"8.04116 T INLESS STEEL DOOR FRAME MEETING MIN Fy= 48 KSI, Fu = 53 KSI MIN. OR BETTER MAY QUALIFY HAVING "MIL -CERTIFICATE' AS A VERIFICATION OF THE AVAILABLE MIIL.YIBLD STRENGTH* •• • • • • • • • • • • • • • • • ••• • P EGEGRESS REQUIREMENTS TO 8E REVIEWED BY BUILDING QFFICIAL. • • ••• • . t •••• ••••••• - • • •• •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • • • •• • • •••• •• • • • • ••• •• • • • • • • • • • • • • ?FODUc C REVLSEO >dcteksty WH016s Ferlil uaI ) ag Zr 4) 3 EI `aU 113wI0El/E tuRt1GT TIRING WANG, P.E, ELORIDA REGISTRATION • PE 155983 CA N. 28677 NMI DADE COOKY YCY. Enginecring®Att.nal AUG s 12ou D111 SCAM ors. DAPa Nwmr 19-0.1 ERINIR IPA AD10-02 SHEET 1 OF 7 APPROVED SEALANT/CAULKING TO BE APPLIED AS NEEDED i METAL TRUCTURE A5 x1" TEK SCREWS !© 8" O.0 HEAD DETAIL O NOTE: HEADER TO BE 3000 PSI MIN. GROUT FILLED WHEN WIRE ANCHORS ARE USED AT JAMBS TYP. "F.1" OR "F.2" ANCHOR OPTIONAL THRESHOLD APPRD FOR WATER RESISTANCE \ u/ TYPICAL ANCHORS THRESHOLD: TYPEF.1 1/4" OR 5/16" DIA. ULTRACONS BY'ELCO' Fr a 155 KSI Fu • 177 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-1/2" MIN. EMBED 2.12" MIN. EDGE DISTANCE TYPE F.2 1/4" TAPCON BY fTW Fy = 00 KSI Fu = 120 KSI DIRECTLY INTO 1c=3000 PSI MIN. CONCRETE 1-1/2' MIN. EMBED 2-12- MIN. EDGE DISTANCE ffl I� © I x 1 1/4" �: 1� \ •LTS ACE Occ 111.114 ,x11/2" A' SCREW HEAD DETAIL TYP. "F.1" OR'F2" ANCHOR TYPICAL THRESHOLD APPRD FOR WATER RESISTANCE • •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • •• • • IY 0 w w CONCRETE HEAD DETAIL s E ,RODUCf REVISED o••p with IM FI&MA ANtp4m,“ N• V Cock Z • 03 e%.,„,,.• D•I. ZO TYP. "F.1" OR "F2" ANCHOR TYPICAL THRESHOLD APPRD FOR WATER RESISTANCE SEALANT: • AW-111 VIME JOINTS AND CONERS TO SE SEALED • • WITH NLICONSI AT PERWETTR • • • AI%. SCRE% S Sit 7 AITH eE SILICONE II • • • • • • • • • • • • • MAMA DADE COUNTY FLORID REGSIRATION , PE if6b98.Y. .,CAN. 28677 ' 0 2 O YR rM ma 10-01 MIRA Ka AD20-02 SALLY 2 OF 7 AUG 212015 ••• • • • • • • • • • • • • • •• • • •• • •• •• •• • • • •• • • • • • • • •• • • • • • •• •• • • • •• •• • • • • • •• • • • • • woo PSi GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) TYPE A.1 TYPE A.2 TYPE B.1 TYPE B.2 TYPE C.1 TYPE C.2 1/4" MAX. SHIM SPACE DOOR JAMB/HEADER TO BE 3000 PSI GROUT FILLED WHEN WIRE ANCHORS ARE U ED qinummin EXTERIOR SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 11111111111111111111111 EXTERIOR SINGL DOOR OPENING WIDTH = 36' MAX. ° MIN. MBEDMEN I tX Y • CC 0Zp• 00 rs co0 11 "MAX. SHI, SPA HINGE JAMB C ANCHOR DETAIL (SEE SHEET 1) SINGLE DOOR FRAME WIDTH = 40" MAX. (SEE SHEET 1) STRIKE JAMB p (LOCK OPTION 2 (VONDUPRIN MORTISE EXIT) OR 4 (PRECISION MORTISE EXIT) SHOWN) TYPICAL ANCHORS THRU EMA (EXISITING MASONRY ANCHOR) (a JAMB: 5/16" DIA. ULTRACONS BY 'ELCO' Fy=155 KSI Fu = 177 KSI DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fd=3000 PSI CONCRETE 1-1/2" MIN. EMBED 2-1/2" MIN. EDGE DISTANCE 3/8" DIA. HLC SLEEVE ANCHOR BY'HILTr DIRECTLY INTO fc'000 PSI CONCRETE, 3" MIN. EDGE DIST. DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 3-1/2' MIN. EDGE DIST. 1-1/4" MIN. EMBED 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT' DIRECTLY INTO fC=4000 PSI CONCRETE, 2-3/6" MIN. EMBED DIRECTLY INTO fm'=2000 PSI CONCRETE BLOCK, 1-1/4" MIN. EMBED• • 3-1/2" MIN. EDGE DISTANCE • • • • •• TYPE D. 3/8" DIA. POWER BOLT BY 'POWERS' DIRECTLY INTO fc"=3000 PSI CONCRETE 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE E. TYPE G. w 0 w 5/18" DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8° MIN. THICK.) 518" MIN. EDGE DISTANCE STEEL : Ty = 36 KSI MIN. ALUMINUM : 6063-T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) WIRE ANCHOR (Fv =60 KSI) M N.10" LONG CY. Engiaeering®Atl no E �w Ul�=_ PROW r REVISED 3 bs.•910.11, Mlbe NerYA, y O •.di.t Cede � Amplante N.y�7gZ�Up3 as E. (t wn0 n0 Mrs i7Ml PjW5 t wfv • • a • 0.113 DIA. STEEL WIRE OIYCHORS EMBED INTO 3000 PSI CONCRETE BLOCK • (H!AE R:AAl T: B GROUTED WITH 3000 PSI CONCRETE) • • • ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • ••• • • • • •• • er_ ••• • • • • ••• • • • • • • • • • • • • .• ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • NMI DADE COUNTY 1PINO: NANO. *PE :,• FLORIDA REM-RATGN • • • PE; /53483.. CAN. 28677 •. 0 Us DAM MILL u MO= en AD10-02 SHCIFT OF 7 2 15: MIN. _ =EMBEDMENT mct Oh Do 3 SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) iI!llhIHhIllhIH 1/4" MAX. EXTERIOR SHIM SPACE 0 C. SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION • FOR SPACING SEE SHEET 1) 1' f~q C7 0 • OEMAANCHOR • AT EA. ANCHOR HINGE JAMB© DETAIL 25 9 1/4' MAX. I SHIM SPACE MIN. • MBEDME 470,111 ! HINGE JAMB DETAIL v *rnrrr;WO, M1 Y cc Uz O 1/4" MAX. SHIM SPACE EMA ANCHOR AT EA. ANCHOR EXTERIOR 0 EMA ANCHOR AT EA. ANCHOR 1111111/11111 EXTERIOR H NGE JAMB © DETAIL SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING . SEE SHEET 1) 0 EMA ANCHOR AT EA. ANCHOR ° MIN. MBEDMENt 77p'r1C.1.1'�WH:V:IiuiN{N1n1► 111111111 411 EXTERIOR STRIKE JAMB (LOCK OPTION 3 (SARGENT MORTISE LOCK) OR 8 (DOREX CYL LOCK & DEADBOLT) SHOWN) SURFACE VERTICAL ROD 0 w w U, m U 1/4" MAX. SHIM SPACE EMA ANCHOR AT EA ANCHOR ° MIN. ■'- BEN IVES SURFACE = • LT �1 vc,0' �.ngs,aaeva.'a` t1Mca': FOR LOCK OPTION 1 M�� 1111111111I '1ii . 111.1111111.11 EXTERIOR SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATIO FOR SPACING EE SHEET 1) U4U 0 w ANCHOR TYPE F.3 11' DIA. ULTRACONS (1-}" EMBED) 24" E.D. 0 14" x 18 GA STEEL 44" LG ANGLE 0 w 0 w m t' STRIKE JAMB (LOCK OPTION 1 (VON DUPRIN SVR & IVES QQ SURFACE BOLT). 5 (PRECISION CVR) OR 6 (PRECISION SVR) SHOWN) SEE SHEET 3 FOR TYPICAL ANCHOR (SEE ELEVATION VON DUPRIN FOR SPACING CVR SEE SHEET 1) OR !MI INIMIECt F.1,,GNSSRaaVA V '0 110 MI, 0 SHIM SPACE EMA ANCHOR AT EA. ANCHOR ° MIN. MBEDMEN{ • • • •• • • • • • • • STRIKE•JAMB • • • (FrOCK OPII N 7 nail) e• • • • • • • • • • • • • •• • • • • • • • • • • a . •—• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • K111 z.pozo 8 0 g SHIM SPACE OPTIONAL BOTTOM CORNER ANCHOR DETAIL SVR = SURFACE VERTICAL. ROD CVR = CONCEALED VERTICAL ROD 'RODIJC r aEv,SED a. n••pM.i.66 Ik Ibt h.tliq Cad. Wad Malt 4.4•41,01 AupI..ae N•! o •a3 E.phd•. Arc (y T.a 0 MIAMI DADE COUNTY AUG 2:1:2015' 4 4 x.0 m. mn r.e,m a<r IMmo .A AD10-02. SHVA7 4 Or 7 DESIGN LOAO •65A PSF 45.0 PSF DESIGN LOAD B0D PSF 40.0 PSF DESIGN LOAD •850 PSF 45.0 PSF DESIGN LOAD +85.0 PSF 45.0 PSF OPTION 1 • VON DUPRIN 9847E0 SURFACE VERTICAL ROD WITH e229 STRIKE USING SIX 69x25mm (1') MACHINE SCREWS AND TWO 1114x25mm ,. (1') MACHINE SCREWS SEALED WITH 'GE SILICONE 0' - 9VES' S8463 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (2)10 x 1-1/2' TENS SCREW • (2) 14x1 1.1/4' MS OPTION 2 - VON DUPRIN' 9875E0 MORTISE EXIT WITH (2) 8-32 x 318' FH MS. LOCATED 39.3/4' FROM BOTTOM • "IVES' SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO 8E FASTENED WITH (2) 10 x 1-1/2' TEKS SCREW + (2) 14x1 1-1/4' MS OPTION 3 "SARGENT' 8200 SURFACE MOUNT MORTISE LOCK WITH HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38' FROM BOTTOM W(TH (2) 8-32 x i' FH MS OPTION 4 "PRECISION- HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4)10 x 1-1/4' FH SMS LOCK OPTIONS DESIGN LOAD •60.0 PSF 40.0 PSF DESIGN LOAD 80.0 PSF 40.0 PSF DESIGN LOAD 80.0 PSF 40.0 PSF OPTION 5 'PRECISION" HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH 'PRECISION' PANIC DEVICE WITH (4) 10.24 x 1-1/4'. LOCATED 39-1/2' FROM BOTTOM (2)•SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2)1/4-20 FH MS OPTION 6 'PRECISION' HC2200SURFACE VERTICAL ROD. (4)10.24 x 1-1/4' OH MS. LOCATED 39.3/4' FROM BOTTOM OPTION 7 'VON DUPRIN' 9647 CONCEALED VERTICAL ROO WITH PANIC DEVICE WITH (2) 8-32 x 318' FH MS. LOCATED 39.3)4' FROM BOTTOM I.OPTION 8 • .• •••••••• • "' 1QF�DSDE ig. L.• ••• ••A� • • • •• DESIGN LOAD •80.0 PSF ee0A Py • I • • • • • / • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • SINGLE DOOR HINGES: STEEL MORTISE HINGES 3 PER LEAF. LOCATED AT 9-1" MAX. FROM TOP OF DOOR TO CENTER LINE OF HINGE. AND TO BE SPACED OUT 31-15116' MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY 912-24 x 3" FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION PKODUCf REVISED Es mmMTM1 with the Clods. UexXe1 Cue. Aeti9t.ete Nei r—c452f o3 L $III$tu Dols, Imo %..c Ee•ud LOANS DADE COUNTY ••. • • • • ••. . • • • • . • • • • • • 000 • • • • . • • . • • • • • • •• •• • • • •• •• • • • • • • ••. • • AUG .U; ., 2015 2y z Zr W• z z8 a 0 W� a V DAM SCIIx el- to. Il eYM FwI¢r u u•m fut0• x.. AD10-02 SHORT S OF 5 23'6' N 4 1/2' O 0 O 0 112.24 N3 11 PER LEAF) J n II i+ TT TT II II 0 O O 0 v 18 GA DOOR FRAME JAMB AND HEAD .134' THICK STEEL HINGE THRESHOLD 5" 3i/s" We" THRESHOLD 5' 33/8" 1% O OPTIONAL THRESHOLD O PY16" VINYL CAP 0.173' FA0010 EMA ANCHOR 00' 60 RSI 70• FA10U1 FLOOR ANCHOR 12 GA. REINFORCEMENT PLATE wlmoo DUST BOX ewu scams' m FA30T0 MASONRY WIRE ANCHOR FT • 6a.N 1MGASURIACE REINFDAI'.!!1AENT • MDLI✓pRSAZD AND TAQ'20 FOR • • 010.24 =Fr • •• ••1M • • • • P. MR103D 10 GA HINGE REINFORCEMENT PART NO. DCI0000 OR1000 18 GA CLOSER BOX REINFORCEMENT 1 1/R' • • • •• 0R• 1700M SURFACE BOLT STRIKE REINFORCEMENT • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • 0 10f00.EMORTISE • REN PENT • • • • • • • • • • • • •• ORM° MORTISE LOCK EDGE REINFORCEMENT • • • • • • • • • • F41100M PART No. 011I010 1BGA MORTISE BOX tat20° REINFORCEMENT FRAME REINFORCEMENT to GAUGE REINFORCEMENT MOLES DRILLER AND TAPPED FOR 11244 GCREWS STRIKE DUSK BOX ••• • • • • ••• • • •• •• •• • • •• •• •••• •• • •• • • •• • •• • ••••••• • • • • • • • • • • • • • • • • • • • • •• • •• ,ye OWLLFD AND TAPPED FOR 0/2.21 SCREW e OAUDE REIKORCEMFM HOLES DRILLED AND IMPED FOR M12@+SCREWS FR1100 ASA STRIKE BOX REINFORCEMENT PAODUC C REYISpD ble!pNg C d wu� F4 FbTW Atsc4 wTe po E.p4•7MR L2 MM ad I4••77 t.ct Control s 0 0 0 ti •TIRING WANG, P.E. FIONEN RECISTRM10N PE./55983 • . CA.N. 26677 MUNI DADE COUNTY AUG 2,X 2015 Rat seas OUP neuccr 06 MN NI AD10-02 SNSRT a OP 7 • . .•• . . . .•• .• .• . • .• • .. .• . • • . • •. •• •• •. • • • •• • . •• •..• •. • •. • . •1 •1 • •• •• •• • • • • • • • • • • ... • . • •.1 • • • • . • • • . .. . • . . •1 • • ... . x i Io ppy i i F. • • • • • • • • • • • ma BILL OF MATERIALS ITEM PART No. MATERIAL ' QTY, • • • ISOLPT:e1 • • • • • MANUFACTURER/SUPPLIER/ REMARKS . - MCY ENGINEERING, INC. GLAZING CONSULTANTS 8501 S6 124 AVE- STE. 205A P. 305.271.0117 ll1A1Q, FL 33183 F: 788.573.5053 5 a 7. P. NI n ,� V jl e 1 - STEEL DR ST/ST AS READ. •FjRAi A1'J41Bh-r. x••i•) •• 18 GA. (0448MIN.) fy=48KSI MIN., Fu=53KSI MIN. 2 PMK2051 ALUM. 1 • • • all ' 1114/41111) 'I . • • • • • PEMKO 3 PMK177A ALUM. l THRESHOLD PEMKO ' 4 PMK200SAT ALUM. 1 THRESHOLD OPTION . PEMKO 5 - VINYL. 1 VINYL CAP - - 6 HINGE STEEL 3 PER LEAF HAGER 0179-454-15 HINGE - 7 FA3010 STEEL AS READ, EMA ANCHOR GENSTEEL 8 FA3030 STEEL AS READ. MASONRY WIRE ANCHOR 0.173 DIA. Fy= 60 KSI MIN. 9 FAI040 STEEL 2 FLOOR ANCHOR 18 GA. (1-i' x 1-i' x 4-i' LG) GENSTEEL 10 - STEEL AS REQD. 2-a' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 11 HR2000 STEEL 3 PER LEAF HINGE DUST BOX GENSTEEL 12 HR1030 STEEL (10 GA.) 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 13 DR1700M STEEL AS REQD. SURFACE BOLT MORTISE STRIKE REINFORCEMENT GENSTEEL 14 DR1700 STEEL AS REDD MORTISE LOCK EDGE' REINFORCEMENT WELDED GENSTEEL 15 DC1000 L DR1000 STEEL AS REQD. CLOSER BOX REINFORCEMENT GENSTEEL 16 DRI010 STEEL AS REQA MORTISE BOX REU4FORCEMENT GENSTEEL 17 FRI200 STEEL AS REQD. 1-1' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 18 FRIIDOM STEEL AS REQD. STRIKE DUST BOX GENSTEEL 19 FR1100 STEEL AS REQD. ASA STRIKE BOX REINFORCEMENT GENSTEEL 20 -- STEEL OR STJST AS REQD. DOOR PANEL 20GA. (0.039 MIN.> Fy=42KSI, Fu=53KSI 21 P 387 - AS REGD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO GENSTORM OUTSWING SINGLE DOOR SYSTEM - LMI Gensteelnoors .1 wrr.gensteeldoors corn ■0 4950 N,cimore. St. Laurent, Oucbec. Condo, H4T1K6 1el: (514) 733-3562 F0x:. (514) 733-1932 22 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 23 2100 ALUM. AS REQD. DOOR SWEEP UNIQUE 24 HONEYCOMB STEEL AS REQD. INSIDE OF DOOR PANEL GENSTEEL 41111111111frill*, ROTS FOR 6111S!T1 SLOTS FOBS RATED TATADS.JN JAMBS N10DpCfR VISCO • u!6•P C d wilR lYt }1611d6 with b,Wiq Cab FRAME CACC/rNU AtalplaMl N. r• 3 Ameolla. Cq1 WOURr rsufc6 AND OROUNOS400M1i 1N i 4 ` 441 n aic6 GLUM • CORNER 1111 FRAME A CONSTRUCTION i ',MIDAWAND:RP.E..05 •FLORIDA RECISTRATWN ', FEAss88J. ' C.A.N. 26677', . wa F:-,e-n 9Cn6 m DRAM 10 AD1O-02 OF 7 taw DADE county .. wUtl:a;l; BILL OF MATERIALS 2 Q, ITEM ,PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS ='��'_.:! 1 - STEEL OR ST/ST AS READ. FRAME FEAD 18 GA. (0.04811IN.) Fy= 47.3 KSI MIN. I I ' 0 2 - STEEL OR ST/ST AS REQD, FRAME JAMB 18 GA. (0.048MIN.) Fy= 47.3 KSI MIN. x 3 PMK177-AT ALUM. 1 THRESHOLD WITH THERMO SEAL INSERT PEMKO 177AT MCY ENGINEERING. INC. Igf GLAZING CONSULTANTS 8501 SW 124 AVE. STE 205A P. 305.271.0117 V '1/ 141A611. FL 33183 F. 788.573.5063 4 PMK 2005AT ALUMINUM 1 OPTIONAL THRESHOLD WITH THERMO SEAL INSERT PEMKO 2005AT `a 5 - STEEL OR ST/ST AS REQD, DOOR PANEL 1 3/4' THK, 20 GA. (0,036MIN) Fy= 47.3 KSI MIN, 6 DR1600 STEEL AS REQD. CYLINDRICAL LOCK REINFORCEMENT GENSTEEL PROGRESSION WELDED TO THE PANEL m 7 FR1000 STEEL AS REDD. DEAD BOLT STRIKE REINFORCEMENT GENSTEEL PROGRESSION WELDED TO THE PANEL .5 8 FA3010 STEEL AS REQD, BUTTERFLY MASONRY ANCHOR GENSTEEL e 9 FR1100 STEEL AS READ. ASA STRIKE BOX GENSTEEL PROGRESSION WELDED TO THE FRAME AND/OR THE DOOR W 10 FA3030 STEEL AS READ. MASONRY WIRE ANCHOR 0.273 DIA. GENSTEEL Fy=60 KSI Fv=24 KSI MIN. u 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-1' x 1-i') (OPTION) GENSTEEL s 12 HR2000 STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HR1030 STEEL 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME & DOOR GENSTEEL PROGRESSION WELDED TO THE FRAME AND/OR THE DOOR 14 HINGE STEEL 3 PER LEAF 4 1/2' LONG HINGE . HAGER USA OR EQUAL 15 FA3012 STEEL AS READ, ANCHOR CLIP (OPTION) GENSTEEL PROGRESSION WELDED TO THE FRAME 16 PEMKO P375R - AS READ, PEMKD 375R ASTRAGAL WITH SPONGE NEOPRENE PEMKD (WITH 86x5/6' ST/ST SMS 2 6' O.C.) 17 PEMKO 303_S STEEL AS REQD. PERIMETER GASKETING WEATHERSTRIP ADAPTER PEMKD (WITH 26x5/8' ST/ST SMS e 6' D,C.) 18 PEMKD 387 - AS REQD. ADHESIVE CLOSED CELL SPONGE WEATHERSTRIP PEMKO E P. 19 PEMKO 88 SILICONSEAL TM AS REQD. ADHESIVE GASKETING WEATHERSTRIP PEMKO '0 20 PEMKO 315_N - 1 PER LEAF. DOOR SWEEP WEATHERSTRIP AT BOTTOM OF PANEL PEMKD (WITH *6x1' ST/ST SMS 2 6' O,C>. 21 HONEYCOMB CORE - AS REQD, INSIDE OF DOOR PANEL GENSTEEL s 22 IVES FB 458 STEEL AS REDD. IVES TOP . BOTTOM FLUSH BOLTS 6 IVES i 23 CH3601 STEEL AS REQD. 1' X 1-5/8' X 1' X 18GA DOOR END CHANNEL GENSTEEL " /�I IIIIIIIIr All BRACKET GUSSET TABS ON I FOR CONNECTION FORINTEGRATED JBS NO WELDING fOR INSTALLATION 011 � , %�$gSLOTS I Arii+•a+Y4'MY e1fAM �v - 2 C Z GENSTORM OPAQUE INSWING STEEL DOOR (LMI) u _Y E `a o`x 8 o° P ®c if E �_01 _ YJ n y l'A al IIIIIIIIIIIII NOM i' oil litihiL Winnejlion ! I... TABS SPOT WELDS1111 GAUGE • , • • • • • •GUSSETS a al 111, II �_ `5 WAN.. `'.,l,Y! d• S, •,• c �•- 4 �i ili • • • z. C. zt167T ...01-.02.12 ? TO SA. • •..O• ••• • • . . •i .,� • • JHE•JAMB AND H6i40 MEETING CORNERS ARE • • Nd RE �D O C tIfE TO EACH OTHER.!�'p�0A. CORNER FRAME CONSTRUCTION ,,,• • OLL•THg RA S E E E A "KNOCK -DOWN" UNITS. ?. A ,' - • • F L O.. PV�, .0 - lel ADI1 04 • • • • • • • MIAMI DAOE COUNTY _��4��•(p�.F/Sy+S�IfON sum a OP e ' E",L 1' L012" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • '• • • • • •• ••.• C • •• •• ••• • • • ••• • • PROJECT SITE RENEE MOTTRAM DOSS HALL MIAMI SHORES, FL 33168 VICINITY MAP BARRY UNIVERSITY RENEE MOTTRAM DOSS HALL DOOR REPLACEMENT RENEE MOTTRAM DOSS HALL, MIAMI SHORES, FL 33168 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHORES, FL 33161 DRAWING INDEX • N SHEET # SHEET TITLE ISSUE DATE RE:V. #I� R'EV..• DATE. .. • •••• GENERAL . COVER SHEET 04.19.18 �••1.. 1 ' '.•. —•i 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 RENEE MOTTRAM DOSS HALL BUILDING FOR BARRY UNIVERSITY. C WED JAPR2.2Ot8 BARRY UNIVE SITY: RENEE MOTT HALL DOOR & WALL REPLACEMENT riorw 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. 0-S Shores Village • . . • • ... .. . • • • .. • GROUND LEVEL �� `THE STAMP: OF FL • • � �, AR 97839 •' V ST• ;r\ DANIEL DIAZ AR # 97839 • •• • • ••• •-*• ••• •••• • •• • • NO. L,REVISIONS ''..X'. n N G D E P T :'LDG 0—PT E3Y DAWE t,1L[ f0 COIMIPLIAN a WITH ALLLFEDEFTAL t Aft_ AND COUNTY Ix(1LES AND REGULATIONS © 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&O 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 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 • • • • • •• • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • •• •• • • • 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 ,1 TABAE. OMPONENTAND CLADDING PRESSURES STAMP: QAr • �'T S FREDIO DANIEL DIAZ AR # 97839 OF • ' • ' 1© AR 97839 i �1�� D • • • • �� 'off V ay �L' � 'ARCt}T s�66 -IARCHITECTS DRAWN BY: JQ D&QPN: 1805E BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL DOOR REPLACEMENT REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 L STUDIO Igo. O 2018 by D & Q Studio, LLC. THESE DRAWINGS AND _SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF 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 C. ANY SUCH UNAUTHORIZED USE WILL XCEPT BY WRITrEN AUTHORIZATION BE SOLELY AT THE USER'S RISK ANDNO RESPONSIIBILITYDARISINGIOUT OFLLCISUCHLLAR 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 A . i and IWVIW N EXTG. LAUNDRY ROOM i L EXTG. — STAIRS ABOVE / 0 -DOOR TO BE P"I o 1 REPLACED,REFER TO DETAILS SHEET A-3 . . •,.. . •• • EXTG. WALLS -- EXTG. STAIRS NW 111TH ST KEY PLAN - ) SCALE: N.T.S. .... • • • • .••• • .. •. . •..• • .••• •. •. • • • • .. •. • • • • AREA OF WORK FLOOR PLAN:"'.' SCALE: 1/4" = 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: DANIEL AR �'• • c• �S•. # 97839 . APJ AR •t • TFR��� • e DIAZ F • • . 97839 t `g D ' 'ARC 0�1, "V 9 4L '� 1 ; • v ci '�� ` DRAWN BY: JQ D&QPN: 1805B BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL DOOR REPLACEMENT NO. REVISIONS 1 DATE CHECKED BY: DD DATE: 04.19.18 _ STUDIO ARCHITECTS • 02018 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 1 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 KEY O PLAN p R LA K & F N AREA LOO R PERMIT SUBMITTAL A1111111112 INS EXTG. --- WALL L i 2" 3'-0" 2'-8" 1 03/A-3 I - EXTG. CONC. STAIR - EXTG. RAILING EXTG. CONC. STAIR / LANDING ABOVE -- I y°y EXTG. RAILING if EXTG. STAIR DOOR ELEVATION A-3 / SCALE: 1/2" = 1'-0" ALLOWABLE STRESS DESIGN: +51/-62 DESIGN BASIS: • MFR: GENSTEEL DOORS INC. • MODEL: SERIES "GENSTORM" FLUSH SINGLE OUT SWING STEEL DOOR. • NOA#: 15-0825.03 • CONTRACTOR TO PROVIDE NOA SUBMITTAL TO AHJ. 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. 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. WOOD FRAMED -- WALL. PATCH AND PAINT - TO MATCH INTERIOR FINISH. 1/4" SHIM PER NOA. DOOR FRAME —' MECHANICAL FASTEN--' PER NOA 5 3/4" 1' PATCH AND PAINT TO--\ MATCH INTERIOR FINISH. BACKER ROD AND :ALANT BOTH ALL SIDES 1/4" SHIM PER NOA. MECHANICAL FASTEN PER NOA \\� DOOR FRAME EXTG. STUCCO BACKER ROD AND SEALANT ALL SIDES PERIMETER GASKET -LINE OF WALL BEYOND ---DOOR ( 02 DOOR HEAD � A-3 SCALE: 1-1 2" = 1'-0" / / d m In .-I /- THRESHOLD BELOW j -EXTG. INTERIOR WALL DOOR PERIMETER GASKET / PATCH AND PAINT STUCCO--/ MATCH EXTG. COLOR AND TEXTURE TOP OF EXTG. CONC WALKWAY 4 v 04 C A-3 VJ \ - EXTG. WOOD FRAMED WALL. \`-EXTG. STUCCO FINISH• .•.. • • • • • • •••• ••• • 03 , DOOR JAI`;; d SCALE: 1-1/2"'t.1-O DOOR SILL • • •• •• • • • • • • • • • •, • • • i • • • • . • • • •• •• VOAIL BEYQND • • - DOOR f RAQ+E., --DOOR •• • •••••. --THRESHOLD SET IN BEI, CIF SEALANT, ANCHOR PER NOA TOP OF EXTG CONC. FLOOR. i A-3 / SCALE: 1-1/2" = 1'-0" a d • O 4 • • • • STAMP: OF •. • • ' DAId • n • A 1�'3 • ��� STFDIO RED DANIEL DIAZ AR # 97839 • • • • • OQ • ' E I. • 839 •.G a � rp ••�� } • •ARC' \...... DRAWN BY: JQ D&Q PN: 1805B BARRY UNIVERSITY: RENEE MOTTRAM DOSS HALL DOOR REPLACEMENT NO. REVISIONS I DATE CHECKED BY: DD DATE: 04.19.18 ARCHITECTS STUDIO © 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.OR WHICH THEY SEDE PREPARED EO EXECUTED,INANY NOT. THEY ARE NOT TO BE USED, IN WHOLE OR IN PART, IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS LLC. PROJECT SUCH UNAUTHORCEPT BY IZED USE WIN LL.BESOLEON OF LY ATQ THE RESPONSIBILITYR NO DARISINGQ IOUT OFO LLC ISUCHLL AUSE. 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 DOOR DETAILS TY P E & PERMIT SUBMITTAL i