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WS-17-2514 (2)Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Issue E Permit NO. WS-10-17-25 t4 Permit Type: Windows/Shutters WoricCtassification: Door Replacement. Permit Status: APPROVED 3/2018 Expiration: 10/30/2018 Applicant 11300 NE 2 Avenue Number: Powers Buildir 1121360000050-22 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 Cell Phone (305)389-0065 (305)757-5129 Valuation: Total Sq Feet: $ 8,500.00 0 Type of Work: REPLACE 3 SETS OF HM DOUBLE DOORS W No of Openings: 3 Additional Info: REPLACE 3 SETS OF HM DOUBLE DOORS W 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 Total: Amount $5.40 $2.00 $2.00 $1.80 $130.00 $80.00 $45.00 $9.00 $7.20 $282.40 Pay Date Pay Type Invoice # WS-10-17-65428 05/03/2018 Credit Card 10/23/2017 Credit Card Amt Paid Amt Due $ 232.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Structural Review Building Review Building 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 AFFIDAVI construction an I certify th Futh Aut rized Signatu the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating uthoPze the above -named contrac do the work stated. Applicant / Agent May 03, 2018 Date Bui : ing De • artment Copy May 03, 2018 1 ,P3" BUILDING PERMIT APPLICATION 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 RECEIVED OCT 2017 I3Y:, FBC20)4Sth Master Permit No.1,\)S ) 7 — 25 4 Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Barry University -Powers 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: Phone#: Email: CONTRACTOR: Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street City: Miami Shores Qualifier Name: Gabriel Rodriguez state: Florida Zip: 33138 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: $ 8,500.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Replace (3) sets of HM Double Doors with new NOA HM Doors at existing Mechanical Rooms. Specify color of color thru tile: Submittal Fee $ 5 po; d Permit Fee $ `� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ o - • cA DBPR $ a , Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ a30-' LII-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. Signatureid6000/14 OWNER or AGENT 0 The foregoing instrument was acknowledged before me this l 0\1 day of OCCC , 20 17 , by US V teals . AL , who is personally known to or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ,utr Pik_ Jeffry Public State of Florida e ,F` I . Jeffry J Yao j My Commission FF 188481 I beopd" Expires 11/12/2018 rt Signature CONT: CTOR The for oing instrument was acknowledged before me this 7-0n day ofnOC )k ,20 ['7 ,by �r L. �'LJ 7/ 21, , who is personally known to -me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: L Print - Seal: ••rz is. 040 Notary Public State of Florida Jeffry J Yao %y� My Commission FF 168481 eo Expires 11/12/2018 ************************************************************************************************************ i6// APPROVED BY (Revised02/24/2014) /04 Plans Examiner Structural Review Zoning Clerk 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 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 m2ttorig fails tg meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the FloridRSuildingI &le, including the High Velocity Hurricane Zone. • ••... .. . • APPROVAL DOCUMENT: Drawing No. AD10-09-001, titled "Genstonn Opaque OutswYiltgAtpel Doc); System (LMI)", sheet 1 through 8 of 8, dated 10-22-99 and last revised on AUG 03, 2015, prepared.1w/ L. Y Engixedlag, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Conttel•Rsvision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product OontroliSection. • DESCRIPTION: Series "GenStorm" Flush Outswing Steel Doors MISSILE IMPACT RATING: Large Missile Impact Resistant • .' • Limitations: • • "•' • 1. Doors are rated for water infiltration requirement w/ threshold B (w/ item #22 & cell foam tape entire tranre perimeter) 2. Lock Options # 1, 3 & 5 in sheet 6 require total two (2) flush bolts (top/bottom) on the corresponding 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 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #15-0526.04 and consists of this page 1 and evidence pages E-I, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy • •• • • • • • • MIAMI.DADE COUNTY APPROVED NOA No. 16-0407.10 Expiration Date: July 14, 2021 Approval Date: June 23, 2016 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. AD10-09-002, titled "Genstorm Louver Outswing Steel Door (LMI)", sheet 1 through 8 of 8, dated 02-05-2099 and last revised on AUG 03, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #15-0526.04/#12-0223.32 /#10-0121.07/#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. Causo, 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 thresIdil) 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 2trz-92• • • • • Along with marked -up drawings and installation diagram of Genstorm Opaque•, Glazed and' • Louvered Single and Double Swinging Doors, prepared by Fenestration Testig Laboratpry. lixc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, bothsigned and sealed by Julio E. Gonzalez, P.E. (tr nsferred from file # 10-0125.01) • • 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test repol't IV:ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prrepaidd by Intertek Testing Services, signed and sealed by Stephen J. Emermart p, :(#05-0n7j11). C. CALCULATIONS (submitted under files #15-0526.04) • ••• 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by MCY Engineering, Inc., dated 05/15/15 and last revised on 08/03/15, signed and sealed by Yiping Wang, P.E. 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 6745 per ASTM A370-05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D. Brinson, P.E. (submitted under file # 10-0125.03) F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition), dated 08/03/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E.(submitted under files #15-0526.04) 2. Statement letter of Lab. Compliance, as a part of above test reports. G. OTHER 1. This NOA renews NOA #15-0526.04, expiring on 07/14/21. 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. lstA6 1- aAc".t.. Ish�q I. Chnda, P.E. Product Control Examiner NOA No. 16-0407.10 Expiration Date: July 14, 2021 Approval Date: June 23, 2016 E-1 SILL CORNERS 99 7/8" MAX. (FRAME WIDTH) 95 7/8" MAX. (DOOR OPENING) SEE ANCHOR DETA ON SHEET 8" MAX. 1, L. 12• �t, MAX. (xx ) _TYPEIF OR FI INTO CONC. DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR (LMI) -THIS PRODUCT HAS BEEN DESIGNED AND 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 6E 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 or THIS APPROVAL - MATERIALS INCLUDING BUT NOT UWTED 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, - DOOR PANEL: MIN. 20 GA. (0.0391 STEEL MIN. Fy • 42 KSI MIN., Fu• 53 KS MIN. EX ANCHOI ESTRAANCHORS FOR CI10R INTO WOOD ONLY DESIGN LOAD (FOR 612E6 SHOWN ABOVE OR TMALLER) AS PEHMI I TED BY FBC. +65.0 PSF -85.0 PSF 52• MAX. (FRAME WIDTH) 48" MAX. SEE DETAIL ON SHEET 6 MAx. ( x ) L 12• ,, SILL CORNERS TYPE FORF e MAX. INTO CONC. SINGLE DOOR TYP. ELEVATION - WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOAOS TO THE STRUCTURE. - A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED TO BE USED WITH 3000 PSI MIN. GROUT FILLED HEAD/JAMB •I$ODUCI BMW • eaoplyla6 with dae YuGRa;Cde Aeteph6 a Na /L'-O 1.1plP.lie6 DO* 4y Must CIO '"me WIRE ANCHOR LAYOUT TYPE G OPTIONAL EMBOSSED DOOR LEAF PATTERNS: 47314' MAX. IN DESIGN OF ANCHORS INTO WOOD ONLY. +.— (PANEL )MDT.) DOOR FRAME: MIN. 18 GA. (0.048")STEEL MIN. Fy • 42 KSI MIN., ,t, z Fu•53KSI MIN. - DOOR PANEL STAINLESS OPTION: 20 GA. (083 STATIOS • • STEEL DOOR PANEL MEETING MIN. Fy = 42 MEd, Fu = 53 K55 MIN, • OR BETTER MAY QUALIFY HAVING "MIL-CERTIMCATEG" am�H.H• • • VERIFICATION OF THE AVAILABLE MIN. VIEW it (ENg • • • DOOR PANEL STAINLESS OPTION: 20 GA. (0.0481STAINLESS STEEL DOOR PANEL MEETING MIN Fy • 42 KSI, Fu • 53 K51 MIN. OR BETTER MAY QUALIFY HAVING "MIL-CrRTIFI AS A • VERIFICATION OF THE AVAILABLE MIN•YlEI 3 SfRiatTH. • • • • • • EGRESS REQUIREMENTS TO BE REVIEIVPBY BUteING • OFFICIAL. • • • DO nn OD • • • •• DO • • • • • • 9RWN& REVISED • • y11L14 di Plod& bunting Cods Aoeepaee4 Ns ) c, oi2(• U y InplerM 9.s JvL.' 14/20 I • 7Mto Moho Ce. • • • • • • • • • • • 50 no O a O 0 00 0 00 �®a MIAMI DALE COUNTY t(�•.: EFING tWANC, P.E. i FI0RIOA REGISTRATIONY PE456983 .,,CAN. 28677 „,, • • � J IP . AUG 0 8 2015 • • • • • • • ••• • • • • • • • • • • • • ••. • • • • • • • . • • . • • • •• •• • • • .. •• • • • . • • • • • • • I/CY. Engineerfne•Att.net 0 H4 0 0 O OATS ><ur MUlni ee .4 W. AD-09-001 sneer 1 OF 6 HEAD DETAIL O •120.C. TYPICAL THRESHOLA APPRO FOR WAIER RE W 1AN01 TYP. ANOKA TYPICAL THRESHOLD B� AFFROFOR WATER R2cbTMCa METAL STRUCTURE HEAD DETAIL HEAD DETAIL O TYPICAL ANCHORS W/ EMA (EXISTING MASONRY ANCHOR) (61 JAMB: TYPE A. 5/18" DIA, ULTRACONS BY 'ELM Fy158 KSI Fu = 177 K$1 (TYPE Al) DIRECTLY INTO 2BY WOOD BUCK (TYPE A2) DIRECTLY INTO fd=3000 PSI CONCRETE 1-1/2' MIN, EMBED 2-1/2' MIN. EDGE DISTANCE TYPE B. 3I8" DIA. HLC SLEEVE ANCHOR BY MILT/ (TYPE B1) DIRECTLY INTO fc'=3000 PSI CONCRETE, 3' MIN. EDGE DIST. (TYPE B2) DIRECTLY INTO fo'•2000 PSI CONCRETE BLOCK, 3-1/2' MIN. EDGE DIST. 1-1µ" MIN. EMBED TYPE C. 3/8' DIA. SLEEVE ANCHOR BY 'WEJ-IT' DIRECTLY INTO fc'•4000 PSI CONCRETE, 2-3/8" MIN. EMBED DIRECTLY INTO fc'=2000 PSI CONCRETE BLOCK, 1.1/4" MIN. EMBED 3-1/2" MIN. EDGE DISTANCE TYPE D. 3/3' DIA, POWER BOLT BY 'POWERS' DIRECTLY INTO fc'•3000 PSI CONCRETE 2.1/2' MIN. EMBED 3" MIN. EDGE DISTANCE TYPE E. 5/18' DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. TlU ) • • • 5/8" MIN. EMBED STEEL : Fy = 35 KSI MIN. ALUMINUM : 6083-T6 MIN. APPROVED SENT/CAULKING TO BE APPLIED AS NEEDED HEAD DETAIL O TYPE F. TYPE F1,. • • • • • • • • • • • • •• ••• (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) TYPE G. - WIRE ANCHOR (Fy • 60 kE).) MEJ. 10' LONG 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOlIA • • • • • • • • • • • • •• • . • HEAD DETAIL O TYPICAL ANCHORS la! THRESHOLD: 1/4" OR 5/18" DIA. ULTRACONS BY'ELCO' Fy • 156 KSI Fu = 177 KSI DIRECTLY INTO (ds3000 PSI MIN. CONCRETE 1.1/2" MIN. EMBED 2-1I2. MIN. EDGE DISTANCE tµ" TAPCON BY ITN/ Fv = 80 KSI Fu • 120 KSI DIRECTLY INTO fd=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-1/2' MIN, EDGE DISTANCE SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SIUCONE AT PERIMETER PRODUCT 1WM1w eampylnp WWI the Florio, BoldlyCw Nu ,-DYay./O .541/0i..D,/ 7 V �/t •g>, Sit _ R.n.te • • • •• • • • •• • ••• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • ►RODUC/REVISED 2.1e0•00811 orkb the FTodd. YrMks Cads mar Poor (WINOCwbd� AUG 0 3 2015 - MIAMI OAOE COUNTY ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • e ••• • • • • • • • • • • • • • • • • • • • •• •• 8 7 g R A CV VI N 8 w Q 2 UTZ sMs nRAn ua 00-011 0140/146 Ira AD-09-001 58868 2 OP 8 3i (4) }" _20 x }" MS Or #14 x1" SMS STRIKE PLATE WITH (2) #12 SMS x 2-1" SLEEVE ANCHOR EMBEDED 1-}" INTO CONCRETE HC822 REMOVABLE MULLION W/REINFORCEMENT — , CONCRETE BLZEIT /40 IVES SB 453 SURFACE MOUNT FLUSH BOLT LOCK OPTION —(SEE SHEET 6) © INACTIVE GROUT FILLED WIRE ANCHOR (SEE ELEVATION FOR SPACING) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 1 /4" MAX. SHIM SPACE ij EiokE MEN_ Zo 1/4" MAX. SHIM SPACE •• ••• • • • . • • • •• • • • •• • A -• • • • • • • • •• ••• •• • • • •• *' 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER • INFILTRATION NOT NOMAD • • • • • R • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • ••• • • • fF7 14/ ACTIVE EXTERIOR #8x1/2" SMS 12" O.C. OPENING WIDTH (SEE SHEET 1) MAX. FRAME WIDTH EMA ANCHOR AT EA. ANCHOR (SEE SHEET 1) LOCK OPTION # 1 SERIES 8200 SARGENT MORTISE LOCK W/ SURFACE BOLTS (INACTIVE) INACTIVE LOCK OPTION (SEE SHEET 6) EXTERIOR Z LOCK OPTION # 2 'Un R6NE1V� PRECISION HC2100 RIM PANIC EXIT WI HC822 REINFORCE MULLION Re4ih18wslb Mr 17r1� A�.Y.Nreee Ne/LKfV.f7 CY ACTIVE 2 F. 2 YCY. Engine ringBAtt.net 8 ►RODUC E REVISED a 4644414ft Wtti the Florida 14414146 Cede Mallow Ne)5-'OS2• •U �1 [14Yrlr D. 7 lMimi lb* Mimed 061,1 •..1111.:.J MIAMI OADE COUNTY .WANC. P.EI FLORIDA'REGISTRATION PE 855983, CAN.) 28877 DIRE NONA Nit aure rloan AD-09-001 SHIM? 3 OF AUG 03 Z0)5 ••• • • • • •••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 1/4" MAX. SHIM SPACE SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) z g i4 x14 18 GA STEEL 4-4" LG ANGLE (1;" DIA, ULTRACONS (14" EMBED) SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) "" 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED INACTIVE EMAANCHOR AT EA. ANCHOR "PRECISION" HC 2800 CVR EXTERIOR ACTIVE LOCK OPTION IVES SB 453 SURFACE (SEE SHEET 8) MOUNT FLUSH BOLT CONCEALED VERTICAL ROD #8 x 1/2" SMS LOCK OPTION # 3 @ 12" O.C. "PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD(INACTIVE) / "PRECISION" HC2300 MORTISE PANIC EXIT(ACTIVE) Wl (2) SURFACE FLUSH BOLTS "PRECISION" HC 2300 MORTISE PANIC EXIT Y © INI:AT°EAMIANCHOR EMA ANCHOR ACTIVE 11 i11fflmNHHNI 1/4" MAX. SHIM SPACE MIN. EM OMEN 1/4" MAX. SHIM SPACE CONCEALED VERTICAL ROD EXTERIOR LOCK OPTION (SEE SHEET 6) LOCK OPTION 04 "PRECISION" HC 2800 PANIC DEVICE W/CONCEALED VERTICAL ROD! "PRECISION" HC2200 PANIC DEVICE Wl SURFACE VERTICAL ROD SURFACE VERTICAL ROD PROOUCI R8Nt'WID . complyingwlh Me no** Bokiloode A eeNe/40447•/0 Expiration 0 M▪ ibudalielhwhoetbuski INACTIVE EillEW 11011 41.1NM®1 �° WI ►R DUC rNFvism rf, t Amplylny Avirt the Florins s - #8 x 1/2" SMS 12" O.C. AaelnAn[e 6'e,JS--o122• Ly4MML• NIA -®EMAANCHOR ACTIVE AT EA. ANCHOR • •• • • ISx112"`MS12"O.C. • •• • VTCI ••• • •• • • • •• • • • •• LOCK OPTION # 5 'PRECISION" HC2200 PANIC DEVICE W/ SURFACE VERTICAL ROD (ACTIVE) / "IVES" SB453 SURFACE BOLTS(INACTIVE) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • LOCK OPTION (SEE SHEET 8) IVES SB 453 SURFACE MOUNT FLUSH BOLT INACTIVE 00 8 0 9 7 A 7- • • L MIAMI DADE COUNTY \:`Y1PINE•49AN6. P.E. FLORIDA REGISTRATION. PE_ /55985 C 4.N. 286/7 donor a-aa rw.eRc AD-09-001 SHERT a Of e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • AUG 03 2015 SE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) 1/4MAX. SHIM SPACE SEE SHEET 2 FOR TYPICAL ANCHOR (SEE ELEVATION FOR SPACING SEE SHEET 1) w O IN VON DUPRIN LOCK OPTION PRECISION O ACTIVE Q EMA ANCHOR HC 2800 p z[1:IL AT EA. ANCHOR ACTIVE 9847 (CVR)' (SEE SHEET 8) (CVR) , ME=11111111 IJiFiinnri1I O CONCEALED VERTICAL ROD 68 x 112" SMS EXTERIOR a 12" O.C. LOCK OPTION # 6 "VON DUPRIN" 9647 PANIC DEVICE W/ CONCEALED VERTICAL ROD! "PRECISION" HC2800 PANIC DEVICE W/ CONCEALED VERTICAL ROD !I• MIN. EMBEDMENT i� i w a 1/4" MAX. SHIM SPACE ©EMA ANCHOR AT EA. ANCHOR 0 O 'VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEESHEET8) CSi. EXTERIOR OPENING WIDTH 0 (SEE SHEET 1) MAX. FRAME WIDTH • VE• +EET3) • • • • • • SINGLEBLEAF LOCMIOPIS019# P • d• • • 7� "VON DUPRIN" 98MORTIiCPAjIC:XII:DEIIIC• : • • • • • • • • • • • •• ••• •• • • • •• "' 22 PEMKO 375 ASTRAGAL W! SPONGE NEOPRENE NOT REQUIRED, IF WATER INFILTRATION NOT NEEDED • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • ••• • • • 3 ?RODUC7 111048W47 al "OPIFI511 WW1 Me II egfElei Cade AKg3009 N. a 07•/0 Evbetlain i/ =awl&N•llhdll softer Owe Cyhy (. "NA/ MAIN DADE COUNTY .9'719110,WANG; >.E. _l VI OR10A' RECISIRATION PE d55983 , CAN; 28877 8pp 5 a a a pp 9 cC Cn wn IAA 041-1115. 0 9 110 AD-001 SHEET 5 OF 5 AUG 03 2015 ••• • • • • ••• • •• • • • • • • • • •• • ••• • • • • • • • • •• • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCK OPTIONS R DOUBLE DOORS LOCK OPTIONS ACTIVE PANELS FCOAN APPLY TO SINGLE DOORS OPTION 1 ACTIVE LEAF: "SARGENT" 8200 SURFACE MOUNT MORTISE LOCK WITH HANDLE. WITH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38" FROM BOTTOM WITH (2) 832 x ' FH MS INACTIVE LEAF: 6.3/4" LONG 18 GA STRIKE BOX TO BE FASTENED BY (2012-24 SCREWS IVES" S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 1/4-20 it1.3/8" FH MS SURFACE MOUNT METAWC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) 610 x 1-1/4" FH SMS OPTION 3 ACTIVE LEAF: "PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WfTH (4) 10 x 1-1/4" FH SMS INACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROD TWO POINT LOCK SYSTEM WITH "PRECISION" PANIC DEVICE LOCATED 40" FROM BOTTOM WITH (4)10-24 x 1-1/4" OH MS OPTION 5 ACTIVE LEAF: 'PRECISION" HC2200 SURFACE VERTICAL ROD. (4)10.24 x 1-114" OH MS. LOCATED 39-3/4" FROM BOTTOM INACTIVE LEAF: "NES" S8453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WTH (4) 12 x 1.1/4" FH MS OPTION 7 'em�c SINGLE PANEL DOOR ONLY: WON DUPRIN" 9875 MORTISE PANIC EXIT WITH (2) 8-32 x 3/8" FH MS. LOCATED 393/4" FROM BOTTOM OPTION 2 (PRECISION RIM EXIT W. MULLION) ACTIVE LEAF: "PRECISION" HC2100 RIM EXIT PANIC DEVICE. SURFACE MOUNT LOCATED 41-3/4" FROM BOTTOM MATH BY (4) 10-20 x 1.1/4" OH MS INACTIVE LEAF: "PRECISION" HC2100 RIM EXIT PANIC DEVICE. SURFACE MOUNT LOCATED 41-3/4" FROM BOTTOM WITH BY (4) 1/4-20 x 1' FH MS REINFORCED REINFORCED MULLION: HC822 PRECISION HARDWARE REMOVABLE WITH (4) i" 20 xi" MS OR 014 x 1" SMS AT TOP. }" x 2-1" SLEEVE ANCHOR EMBEDDED 14. INTO CONCRETE AT BOTTOM. OPTION 4 ACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROD TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE WTH (4) 10-24 x 1-1/4". LOCATED 39-1/2" FROM BOTTOM INACTIVE LEAF: "PRECISION" HC2200 SURFACE VERTICAL ROO TWO POINT LOCK SYSTEM WITH PRECISION PANIC DEVICE %NTH (4) 10-24 x 1-1/4" OH MS. 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 ACTIVE LEAF: WON DUPRIN" 9847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 8-32 x 3113" FH MS. LOCATED 39-3/4' FROM BOTTOM INACTIVE LEAF: "PRECISION" HC2800 CONCEALED VERTICAL ROO. SURFACE MOUNT TWO POINT LOCK SYSTEM WTH PANIC DEVICE WITH (4) 10.24 x 1-1/4". LOCATED 39-1/2' FROM BOTTOM •• •••• •• •• ••, •• •• ••• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • HINGES: STEEL MORTISE HINGES 3 PER. LEAF. LOCATED AT 9-(}" MAX. FROM TOP OF DOOR TO CENTER LINE OF 1ST HINGE. BALANCE TO BE SPACED OUT NOT TO EXCEED 37-15/16" MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY 112-24 x }' FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION PROOUC1 RBNN:Wii! es complying wUb Ibe leddi beidlmg Cads Acceptance No /L-6 Y07 /C Eepir'dos btla� .7/A//2( M4ed Ihde 1 eodea sr r 3't§ EI� 0. 8 L°le x'+^ 3 1- T K 'ROOM r afir L`ds fined& rei Meep•esNei ialltnall fate Cae•Id O w O O. O MIAMI DADE COUNTY �YIPINB' WM1C. P.E. •1FLORIOA REGISTRATION PE /55983 OAN -28677 AUG 03 N115 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MCY. Enginer[ngeAtt net Oair esus "n ea.ra PKINCT O 9▪ -015 OedNOm ae, AD-09-001 SNOOP 8 OF 8 18 GA DOOR FRAME JAMB AND HEAD THRESHOLD 2 1I7'.10 GA STEEL CAP RETAINING CITES 2 Ur-1e GA STEEL CAP )17aS ow STEEL CAP PART No. DR1010 10 CA MORTISE SOX REINFORCEMENT 12 GA REINFORCEMENT PLATE FA1040 FLOOR ANCHOR .134' THICK STEEL HINGE HR2000 DUST BOX HR1030 0 CA MNOE REINFORCEMENT • • • • •• • • • • • �• • • • • li •• • • • • • • • • • • • • • • • • • • • • • • • FA3030 • • • • MASONRY WIRE ARCA adtsi • • • • • • • 10 CA MORTISE LOCK EDGE REINFORCEMENT TRM1E REINFORCEMENT HOLE DRSED AND TAPPED FOR tt2-24 SCREW DR1700 MORTISP 1 OCR PIIOE REINFORCEMENT • • • • 1112 I • •• • • •• • A• 36 • • • • • • • • STEELAF1 NART • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • HOLES DRILLED AND TAPPED FOR 512.2A SCREWS c':..<.YIPTSICT.W ANG, P.E. 'FLORIDA REGISTRATION PE 155983 C.A14.•28577 OPTIONAL THRESHOLD FERRO 2005AT f0 CAKE REINFORCEMENT FR1100 A.G STRRE SOX REINFORCE MEET PRODOC f REVISED os �logC PFNY U• AM* Ro1iWr Dote Asceproate r-ar •UL! to S4- Coma PRODUCT;OAOO_ AuMaMMYIIAAAAn *Rh de AttoTe No 0 • G-_ eprt L*ptrMios (Ado M Mled W P WIN DAOE COUNTY 8 OAK EMU CIMFN uS Pm OCT MOM NO AD-09-001 SIEERT 7 OF D BILL OF MATERIALS ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL OR ST/ST AS REQD. FRAME HEAD/JAMB (5-a' x 2') 18 GA. (0448MINJ Fy- 42KSI MIN. 2 PMKI77-T ALUM. 1 THRESHOLD WITH THERMO SEAL INSERT PEMKO 177AT W/ THERMOSEAL(T) 3 - STEEL OR ST/ST AS REQD, DOOR PANEL 20 GA. (0436MIN) Fy= 42 KSI MIN. 4 DR1010. STEEL AS REQD. MORTISE BOX REINFORCEMENT GENSTEEL 5 P 387 - AS REQD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REQD. 2-j' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL 7 HC822 STEEL AS REQD, 2' X 3' X 1/8' REMOVABLE MULLION PRECISION HARDWARE HC822 Fy = 46 ksI 8 FA3010 STEEL AS REQD. EXISTING MASONRY ANCHOR GENSTEEL 9 SB453 - AS REQD. SURFACE BOLT IVES SB453 10 FR1200 STEEL AS REQD. 1-i' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLOOR ANCHOR 18 GA. (1-}' x 1-i' x 4-i' LG) GENSTEEL 12 HR2000 STEEL 3 PER LEAF HINGE DUSTBOX GENSTEEL 13 HR1030 STEEL 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 14 DRI700 STEEL AS REQD. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 FR1100 STEEL AS REQD: ASA STRIKE BOX GENSTEEL 16 179-454 STEEL 3 PER LEAF DUREX, HAGER-N179-454-15 HINGE STANLEY 17 FA3030 STEEL AS REQD. MASONRY WIRE ANCHOR .173 DIA, 18 - STEEL AS REQD, 20GA, DUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 OPTIONAL THRESHOLD WITH THERM? SEAL INSERT PEMKO 2005AT W/ THERMOSEAL(T) 20 PEMKO 315_N - 1 PER LEAF, WEATHERSTRIP AT BOTTOM OF PANEL PEMKO 21 - STEEL 1 PER MULLION 1 1/2' x 2 1/2' FULL LENGTH STEEL BAR REINFORCEMENT A36 PRECISION HARDWARE HC822 INSERT 22 PEMKO P375 - AS REQD, . PEMKO 375CR ASTRAGAL WITH SPONGE NEOPRENE PEMKO WEATHERSTRIP APPLY WHEN WATER INFILTRATION IS REQUIRED 23 HONEYCOMB - AS REQD. INSIDE OF DOOR PANEL GENSTEEL SLOTS FOR GUSSETS SLOTS FOR INTEGRATED TABS ON JAMBS 4:11 FRAME FACE/TRIM CONTINOUSLY WELDED AND GROUND SMOOTH 41 E *es..jI •G•G•••••7GA SSVikii-l'•••••••• • • ••••• • •••• • ••• • • • • •• • • • • • • • • • • • ••• • • • • • • • CORNER FRANtiONSTISIICTION • ••• • • • • • • • RUDUC1 IIKACWEM ' complypn` MIA die Flute guiding Cade Acceptance NoL6.L.7-(G EaplralNn Date TPIr/v/2021 lay MMaIPROAII{i AlWID rdrf PROIWC F REVISED a• yMit the Perkin Cade 8 5 2 MA MI Q tiS mien MIAMI DADE COUNTY .. . TIRING wvle..P,e. ;CLOlRDA:RCCISTRATg7N •- 'PE I55883 C.A.N..28877 en IS O NCY. EngineeringAtt net StAlr ..,ee ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• AUG 0 3 2015 Re„TtT MAIM 1.10. AD-09-001 SHER! 8 DF 8 NW 135TH ST NW 115TH ST BARRY UNIV. NW 11HST (9 5) PROJECT SITE POWERS BUILDING MIAMI SHORES, FL 33168, VICINITY MAP BARRY UNIVERSITY NW 123RD ST r „ROAD CS / fl POWERS BUILDING EXTERIOR DOOR REPLACEMENTS POWERS BUILDING, MIAMI SHORES, FL 33168 BARRY UNIVERSITY 11300 NE 2ND AVE, MIAMI SHORES, FL 33161 DRAWING INDEX ••••• • SHEET # SHEET TITLE ISSUE DATE REV.• : Rt.,.\ PATE• GENERAL ••.• X, •• COVER SHEET 04.19.18 r ARCHITECTURAL ••��••{• Y A-1 DESIGN INFORMATION 04.19.18 •••••• •; A-2 KEY PLAN & AREA OF WORK FLOOR PLAN 04.19.18 • • • • • • • • • I Of • • • • A-3 DOOR DETAILS 04.19.18 • SCOPE OF WORK: • • • • • • •• •• • • • •• • • • • • • •• • •••• • • • 0000 • • • • • • :•• • .• • •.{ •••• � • • • THIS PROJECT INCLUDES THE REPLACEMENT OF THREE (3) SETS OF EXTERIOR DOORS ON THE GROUND LEVEL OF THE POWERS BUILDING FOR BARRY UNIVERSITY. AffiR p18 • BARRY UNIVERSITY: POWERS BUILDIN g 1'3 ,) REPLACEMENTS il AMP: yr'• is �' t%. DANIEL AR # L - . F4 �• •�� • AN/AIEL I 'I' RI976 •• �k V1 ta•�`" • 4'�Ff�ED • �AR' �;.''yo� DIAZ 97839 • .: vv 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. 72- G ((o — (9 3 I NO. I { RWP91'lShores Village DATE ®2018byD&OStudio, LLC. THESE DRAWINGS AND S - "ROVED BY DATE 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 IAA 26003190 P:• 766.239. 1322 1 F:305.223.0574 ( WWW.D-Q-S.COM _ _ STUDIO ARCHITECTS T 1 �1 !� _ _ . I G D E PT 1� PT O, d )c/ ....;,,,,D a :I TO CO.,1P1.IA``Gil WI I I ALL I- t= it ID C;nf INTY R111 FS ANIri Rf DI 1 AT1nr I cc w Z 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 5 4 5 a a WALL WIND ZONES: COMPONENTS AND CLADDINA.GesitN CORNER DISTANCE, WALL ZONE a = 4'-0" •. • • • • • • • • • • • • • •• • • • • • • • • .•. • • • • • •• •• • • • MEAN ROOF HEIGHT: <= 30 FT • • • • • • • • •• • • • • • • • • • •• • • • • • •• •• • • • • •• • • • •• • • • • 7 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: DANIEL AR P;. • ,�kt • • FRf• DIAZ # 97839 z:La-- �F "ANTE• Are, 04�(1 D • • �' •�� O • 7E1 39 V 1 tfr3 • •,`4/ 1 ) P�G DRAWN BY: JQ D&Q PN: 1805A BARRY UNIVERSITY: POWERS BUILDING DOOR REPLACEMENTS NO. -- REVISIONS 1 DATE CHECKED BY: DD DATE: 04.19.18 1.--, STUDIO ARCHITECTS o 4 I ® 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 f 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 1 AA 26003190 P: 786.239.1322 I F:305.223.0574 I WWW.D-Q-S.COM INFORMATION DESIGN PERMIT SUBMITTAL A MIMI 1 /! POf 1WERSBOILDING NW 111TH ST KEY PLAN - / SCALE: N.T.S. EXTG. WALLS --` 61/2" DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-3 6'-4" / 2'-3" I L EXTG. SIDEWALK EXTG. ROOF ABOVE 16'-0" AFF - - EXTG. WALLS (oi \ AREA OF WORK FLOOR PLAN A-2 I SCALE: 1/4" = 11-0" ••.. • • . • .••• • • . • •• • .•.. • • •.. • .•.• • • . • • • • .• • • • •. • • •• • • • • • • • • • .... •.••• • EXTG. WALLS • • •• • • • • • EXTG. ROOF ABOVg • • 3'-1" 28'-0" AFF •.. • • • .. . • • . .• • --f DOOR TO BE REPLACED,REFER TO DETAILS SHEET A-3 i� 02 \_) AREA OF WORK FLOOR PLAN \ A-2 % 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: --( . ? OF Fc • • • • • •. �P• �O 1 AN IF_ •®2018 • • ID'. •. AR 97839 .•I) %• VA'H t$ .:( j •• k_, S rr /�E D .ARC DANIEL DIAZ AR # 97839 DRAWN BY: JQ D&QPN. 1805A BARRY UNIVERSITY: POWERS BUILDING DOOR REPLACEMENTS NO. REVISIONS DATE CHECKED BY: DD DATE: 04.19.18 :. ARCHITECTS j 1 _ 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 THEASTUDIO USER'S RISK R NO RESPONSIBILITYDARISING IOUT OF SUCH O LLC WILL 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 KEY O F PLAN WORK P LA & FLOOR N AREA PERMIT SUBMITTAL A-2 2" 6'-4" 6'-0" 2" 3'-0" 3'-0" 01 DOOR ELEVATION K A-3 / SCALE: 1/2" = 1I-0II ALLOWABLE STRESS DESIGN: +51/-62 DESIGN BASIS: • MFR: GENSTEEL DOORS INC. • MODEL: SERIES "GENSTORM" FLUSH SINGLE OUT SWING STEEL DOORS. • NOA#: 16-0407.10 • 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. CMU PATCH AND PAINT MATCH INTERIOR FINISH. 1/4" SHIM PER NOA. DOORFRAME \ MECHANICAL FASTEN PER NOA PATCH AND PAINT TO -- MATCH INTERIOR FINISH. BACKER ROD AND SEALANT BOTH ALL SIDES 1/4" SHIM PER MECHANICAL FASTEN ' PER NOA DOOR FRAME —� EXTG. STUCCO BACKER ROD AND SEALANT ALL SIDES PERIMETER GASKET LINE OF WALL BEYOND DOOR 5 3/4" i 02 ( DOOR HEAD '\A-3 j SCALE: 1-1/2" = 1'-0" EXTG. EX JOINT TOP OF EXTG. SIDEWALK WHERE SHOWN IN PLAN G d O • m In DOOR PERIMETER GASKET -- PATCH AND PAINT STUCCO---Z MATCH EXTG. COLOR AND TEXTURE 7 03 \\,„ A-3 • a f- THRESHOLD BELOW -EXTG. INTERIOR WALL \ EXTG. CMU WALL. -EXTG. STUCCO FINISH. •... • • ••.•.• DOOR JAIYC6; •- • • • SCALE: 1-1/2" =-•1:-0" •. • • .•• ....•, •• • • . • • •. • . • ....•,,,.. __ —LINE OF INAL& EY0ND • • * • DOORFRAME ' • • — DOOR • • ' • •• • THRESHOLD SET•IN BED•a& • • •• • / SEALANT, ANCHOR PER IIOA TOP OF EXTG FLOOR OVER IEXTG. SLAB. a a a /04 DOOR SILL \ A-3 \ SCALE: 1-1/2" = 1'-0" STAMP: r1-1-o • • . • F �P• AfJIE• • L7 • rrl •• (i STFR E• D• DANIEL DIAZ AR # 97839 , y F �0� �O •• • 7� 7� • F V {l 1� •• `�/ • Y'� ) •• ARG�� •LLC. 1 DRAWN BY: JQ D&Q PN: 1805A BARRY UNIVERSITY: POWERS BUILDING DOOR REPLACEMENTS NO. REVISIONS J DATE CHECKED BY: DD DATE: 04.19.18 I I L STUDIO ARCHITECTS vH ('• B 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 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 DOOR DETAILS TY P E & PERMIT SUBMITTAL A NMI 3