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CC-13-2366Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205996 Permit Number: CC -10 -13 -2368 Scheduled Inspection Date: January 23, 2014 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Health & Sports Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION tsu comments Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -23 Phone: (954)241 -2583 REPLACE ENTRY DOORS TO ATHELTIC FIELD BATHROOMS AND REPLACE BATH PARTITION INSPECTOR COMMENTS False Inspector Comments Passed BASEBALL FIELD BATHROOM CALL RALF AT 786 - 251 -1331 Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 22, 2014 For Inspections please call: (305)762 -4949 Page 22 of 22 l.o1a5113 -YAtAa11- BUILDING Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING "'.GCii tv \.fir„ FBC 2010 Permit No. Master Permit No. 1 ROOFING JOB ADDRESS: kh r-Le-71c FkILO 8tiV POVAi j �AIMY UIJ IVG"j'N 11300 N , E . ZxDb AV City: Miami Shores County: Miami Dade Zip: U / b / Foho/Parcel #: Is the Building Historically Designated: Yes NO "-,— Flood Zone: OWNER: Name (Fee Simple Titleholder):_ t, NIVEM,4y Phone#: Address: ./130® k•E . 2fJ0 AJa. City: MIAMI "gA State: FL Zip: 3 3 16/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:, aMERALD awlS`iUte.TjyAl -. Phone #: 9S/ °241-2. -5'S3 Address: l ®g& AL W).. I G°i City: AAU -Ato JDALE State: EK , Zip: 33 eo c 9 Qualifier Name: IAA J414AA Phone#: * (/ ^24t -z6-&9,3 State Certification or Registration #: CSC 15-1 T 7y" Certificate of Competency #: Contact Phone# 29(; Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 25'4 610 e 0 Square/Linear Footage of Work: Y ai &L-00 W-) Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: ZM d VE: AiV O r?�12LAc,� 4ZNC�� 0fL E:AJ (Ly D O MS `-ra FgiLo 8AnUlcooA 9 cjl ®�P�.5 e�.1>9Pl� ��)P�1/L AnsA /4dL� AAMAOLI�4 Color thru tile: Submittal Fee $ Permit Fee $ 60 • CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ r r� 1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Signature�� fj Owner or Agent G Contractor 10 The foregoing instrument was acknowledged before me this The foreg ' g instrument was acknowledg before me sC day of -, 20 13 by �1UC-C �oWffiX day of 20 i by A. � LA^" who is personally known to me or who has produced who is personally known to me or who has produceedd As identification and who did take an oath. as identification and who di4bke an oath. NOTARY 1 ' sip: 4, Sip: Nint: Print: i My Commission Expire •IvE Pss10N #EE36829 My Commission EXPIRES: November 12, "14 t- 8003dRDTARY flNotary Disma -Ana4h %IVVVVVVVVVY �kakakd�akak�kaAdaa�S�da04�nR $�akHa�k�K`dak�aak& sA�kkd��7��sk$ Oadaade ���ksIaAsHaskd�skakk�4Aa�k�k�kek +B�kskd�sk�k�k+k8aez6�sk�k�A�� APPROVED BY / v % _ Plans Examiner Structural Review (Revised 3 /1212012)(Revised 07 /10107)(Revised 0611012009)(Revised 3/15/09) COMMISSION #EE 144681 EXPIRES: NOV. 18, 2015 WWW.AARONNOTARY.com Zoning Clerk � e MIAMI D E MIAMI -DADE COUNTY ®,:., PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W 26 Street; Room'208 ' AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamid de.s©vinerat Gensteel Doors Inc. 4950 Ilickmore Street Ville St. Laurent, Quebec, Canada II4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "GenStorm" Single Outswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. AD10 -02, titled "Genstorm Outswing Single Door System - LMI ", sheet 1 through 7 of 7, dated 02/10/11 and last revised on May 08, 2012, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. See Design Pressures & corresponding Hardware in sheet S. Max. Exterior (positive) DP= +65, where water 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 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4TIK6 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 revises # 10- 1203.03 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chnnda, P.E. NOA No 12- 0223.35 MIAMI-DAD, COUNTY= Expiration Date: July 14, 2015 Approval Date: May 17, 2012 Page 1 Gensteel Doors Inc. s NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # 10- 1203.03) 2. Drawing No. AD10 -02, titled " Genstorm Outswing Single Door System - LMI", sheet 1 through 7 of 7, dated 02/10/11 and last revised on May 08, 2012, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. ` B. TESTS (submitted under file # 10- 1203.03) 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 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 Along with marked -up drawings and installation diagram ofGenstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed 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 report No. ITS - 3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and scaled by Stephen J. Emerman, P. E. (# 05- 0127.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by MCY Engineering, Inc, dated 03/25/11, signed and sealed by Yiping Wang, P.E. (submitted under file # 10- 1203.03). D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Tensile test see item (B) (2) (7) above. F. STATEMENTS 1. Statement letter of conformance to FBC 2010, dated 02/22/12, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of conformance to FBC 2007 & "No financial interest" both 01/06/10, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. (under file # 10- 1203,01) 3. Statement letter of Lab. Compliance & Addendum dtd 12/20/10, as a part of above test reports. G. OTHER 1. This NOA revises # 10- 1203.03, expiring 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 Geivasi and Antonio Gervasi, re pe t'vely. Ish I. Chnnda, P.E. Product Control Examiner NOA No 12- 0223.35 Expiration Date: July 14, 2015 Approval Date: May 17, 2012 E -1 P T SINGLE DOOR TYP. EXT. ELEVATION DESIGN LOAD tva+eaes mwwN neoveonemouFn AB P2WAIR°BYPBLy SEE SHEET 5 OF 7 SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR (LMI) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION 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 STEELIMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 40° eIAX. (FRAME WIDTFIi -� �4z ' 3° MAX o -- m 00 dqq ° ®® ® ®® a ®® Ing Z ®® N CIO ON BFPET4 + Z V 6'MAK 1E- Z Z o CORNERS g W a ANCHOR LAYOUT OPTIONAL EMBOSSED DOOR LEAF PATTERNS: v m � s rva+vmsAU°roaann o� -7N N V zt ° t p or - 2 X WOOD BUCKS BY OTHERS MUST BE ANCHORED ®m PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E3 mo a7ipAUCT Nt'Ne:Jtr•A p�11�1� {sM►Ue Fle�tAc � s �� A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED AIM yi-Oz23.3 f u, ; a IN DESIGN OF ANCHORS INTO WOOD ONLY. �N y sM - DOOR PANEL: MIN, 20 GA. STEEL MIN. Fy = 66 KSI MIN. o a z N DOOR FRAME: MIN. 16 GA. STEEL MIN. Fy = 48 KSI MIN N n m� DOOR PANEL STAINLESS OPTION: 20 GA STAINLESS STEEL y DOOR PANEL MEETING MIN. Fy = 56 ksl OR BETTER MAY �u QUALIFY HAVING 'MIL-CERTIFICATE- AS A VERIFICATION OF o THE AVAILABLE MIN. YIELD STRENGTH. 6`4Q`e�e ! °W DOOR FRAME STAINLESS OPTION: 16 GA STAINLESS STEEL *° 4�: ' p E N S ° °•. °o O MEMOS DOOR FRAME MEETING MIN Fy - 48 ksl OR BETTER MAY po IPINGeeY� P.E. QUALIFY HAVING °MIL - CERTIFICATE° AS A VERIFICATION OF FLO%Yi�Lh�rRAnoN e PE 5583 THE AVAILABLE MIN. YIELD STRENGTH. C A.N�k'2=7 % W M, NOTES' 9 ° -TAX, O� 14 MAW , w-b EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. AD10 -02 �ePeaeYYaeeeeoa �-- 6RAMI nAnF cnlinrry aAAV n II 9849 I SHM I OF 7 3_ DETA�R oNSrreera SINGLE DOOR TYP. EXT. ELEVATION DESIGN LOAD tva+eaes mwwN neoveonemouFn AB P2WAIR°BYPBLy SEE SHEET 5 OF 7 SERIES GENSTORM OPAQUE OUTSWING STEEL DOOR (LMI) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY NTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION 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 STEELIMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 40° eIAX. (FRAME WIDTFIi -� �4z ' 3° MAX o -- m 00 dqq ° ®® ® ®® a ®® Ing Z ®® N CIO ON BFPET4 + Z V 6'MAK 1E- Z Z o CORNERS g W a ANCHOR LAYOUT OPTIONAL EMBOSSED DOOR LEAF PATTERNS: v m � s rva+vmsAU°roaann o� -7N N V zt ° t p or - 2 X WOOD BUCKS BY OTHERS MUST BE ANCHORED ®m PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. E3 mo a7ipAUCT Nt'Ne:Jtr•A p�11�1� {sM►Ue Fle�tAc � s �� A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED AIM yi-Oz23.3 f u, ; a IN DESIGN OF ANCHORS INTO WOOD ONLY. �N y sM - DOOR PANEL: MIN, 20 GA. STEEL MIN. Fy = 66 KSI MIN. o a z N DOOR FRAME: MIN. 16 GA. STEEL MIN. Fy = 48 KSI MIN N n m� DOOR PANEL STAINLESS OPTION: 20 GA STAINLESS STEEL y DOOR PANEL MEETING MIN. Fy = 56 ksl OR BETTER MAY �u QUALIFY HAVING 'MIL-CERTIFICATE- AS A VERIFICATION OF o THE AVAILABLE MIN. YIELD STRENGTH. 6`4Q`e�e ! °W DOOR FRAME STAINLESS OPTION: 16 GA STAINLESS STEEL *° 4�: ' p E N S ° °•. °o O MEMOS DOOR FRAME MEETING MIN Fy - 48 ksl OR BETTER MAY po IPINGeeY� P.E. QUALIFY HAVING °MIL - CERTIFICATE° AS A VERIFICATION OF FLO%Yi�Lh�rRAnoN e PE 5583 THE AVAILABLE MIN. YIELD STRENGTH. C A.N�k'2=7 % W M, NOTES' 9 ° -TAX, O� 14 MAW , w-b EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. AD10 -02 �ePeaeYYaeeeeoa �-- 6RAMI nAnF cnlinrry aAAV n II 9849 I SHM I OF 7 APPROVED SEALANT /CAULKING TO BE APPLIED AS NEEDED— METAL TRUCTURE 1 2 - w I I 1 i I WIMSBOLTS 17 14" (2) 910 x 1 10 x V) TECH BREW w Lu w w LJ i -!— z HEAD DETAIL O HEAD DETAIL A w = w w p It I (2) #18 x 1 1/2" I �TECHISREW f (2) 914 x 1 1/4' © 3 g MS B' LTS 3 1 1 1 #6x1'TEK a m SCREWS TYP. ANCHOR MI . EDGE; DI w EDGE DI S" O.0 TYP. ANCHOR OPTIONAL THRESHOLD B TYPICAL THRESHOLD APPRO FOR WATERRESISTANCE APPR'O FOR WATER RESISTANCE TYPICAL ANCHORS Q THRESHOLD: TYPE F. 1/4' OR 6/16° DIA. ULTRACONS BY'ELCO' FY =166 KSI Fu =177 KSI DIRECTLY INTO fc'=30DO PSI MIN. CONCRETE 1 -10 MIN. EMBED 2 -112' MIN. EDGE DISTANCE -CONCRETE , L INJ� HEAD DETAIL A amoucirmoviou �w lm �e 2 L2 • r h~Rari De roTlgd� CHOR TYPICAL THRESHOLD M AR" FOR WATER RESISTANCE v MIAMI DADE COUNTY Wai(c N S c'•.. $Tp ?.E L� ^m o a o� 'F of o NON „ � tm Z ZQm N . wz Z n7 <€3 g � m Y F- N y m OM fq ® ti N O P'1rnm �3 n' 9 N w y 5M n In Z NM i � h � dd o� rL a O .. -- IRA,Ip St. reo,e¢r ,e-m oxavum so. AD10 -02 SHM 2 OF 7 SEALANT: 1/4" TAPCON BY ITW FY - 90 KSI Fu = 120 KSI ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER DIRECTLY INTO fc' =3000 PSI MIN. CONCRETE 1 -112" MIN. EMBED WS ALL SCRE SEALED WITH GE SILICONE It 2 -112" MIN. EDGE DISTANCE amoucirmoviou �w lm �e 2 L2 • r h~Rari De roTlgd� CHOR TYPICAL THRESHOLD M AR" FOR WATER RESISTANCE v MIAMI DADE COUNTY Wai(c N S c'•.. $Tp ?.E L� ^m o a o� 'F of o NON „ � tm Z ZQm N . wz Z n7 <€3 g � m Y F- N y m OM fq ® ti N O P'1rnm �3 n' 9 N w y 5M n In Z NM i � h � dd o� rL a O .. -- IRA,Ip St. reo,e¢r ,e-m oxavum so. AD10 -02 SHM 2 OF 7 , a O MIN. IBEDME SEE SHEET 3 FOR SEE SHEET 3 FOR TYPICAL ANCHOR TYPICAL ANCHOR (SEE ELEVATION CONCRETE BLOCK 1 (SEE ELEVATION FOR SPACING 8 > V U W FOR SPACING SEE SHEET 1) W z r ?U z z am SEE SHEET 1) N OD Y E d to o y ®° n �a1N/Na Menlo � ®c m a Mr,lteeee lls 2roa s' Btpirnllw Baca Q 8 n o By Ilj �na o- p /��. o ��W`` W AJ De P ul J O 6:✓f x mmmm \"000 „WANGP`° 0 m d . �pENSF•.• s uCi YI RG WelP.E. FLORIDA REDISTRATION �T i 18 O 1 2a 19" MAX WIREANCHOR HIM SHIM (SEE ELEVATION SHIM SPACE 6 FOR SPACING) HINGE JAMB >� U STRIKE JAMB ANCHOR DETAIL (LOCK OPTION 2 OR 4 SHOWN) TYPICAL ANCHORS TYPE A. 5/16" DIA. ULTRACONS BY'ELCO' Fr -155 KSI Fu =177 KSI TYPE D. 3t8" DIA. POWER BOLT BY'POWERS' DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fd =3000 PSI CONCRETE DIRECTLY INTO fd-3000 PSI CONCRETE 2 -112" MIN. EMBED 1 -12" MIN. EMBED 3" MIN. EDGE DISTANCE 2 -112" MIN. EDGE DISTANCE TYPE E. 5/16° DIA. SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STST TYPE B. 3/8" DIA. HLC SLEEVE ANCHOR BY'HILTI' INTO METAL STRUCTURES (STEEL OR ALUMINUM 118° MIN. THICK) DIRECTLY INTO fd =3000 PSI CONCRETE, 3" MIN. EDGE DIST. STEEL: Fy = 36 KSI MIN. DIRECTLY INTO fd =2000 PSI CONCRETE BLOCK, 3-12° MIN. EDGE DIST. ALUMINUM: 6063 -T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 -1/4 °MIN. EMBED TYPE C. 3/8° DIA. SLEEVE ANCHOR BY'WEJ -IT TYPE G. WIRE ANCHOR (FV = 60 ksl.) , ,mwm DIRECTLY INTO fd =4000 PSI CONCRETE, 2-3/8" MIN. EMBED 0.173 DIA. STEEL WIRE ANCHORS EMBED INTO CONCRETE BLOCK DIRECTLY INTO (0.2000 PSI CONCRETE BLOCK, 1 -1/4" MIN. EMBED 3.12" MIN. EDGE DISTANCE - a O MIN. IBEDME z'w os NN t u F 0 m Z M ? d:G: Z > V U W F o rozw W z ?U z z am N OD Y E d to o y ®° n �a1N/Na Menlo � ®c m a Mr,lteeee lls 2roa s' Btpirnllw Baca Q 8 n o By Ilj �na o- p /��. o ��W`` W AJ De P ul J O 6:✓f x mmmm \"000 „WANGP`° 0 m d . �pENSF•.• s uCi YI RG WelP.E. FLORIDA REDISTRATION �T U v glffidEn.• // ADIO -02 rawmi DADE COUNTY MAY 0 S 201/2/ stlesr s oP HINGE JAMB C DETAIL SEE SHEET 3 FOR o 8 EMA ANCHOR 1'— MIN. MBED D EMBEDMENT AT EA. ANCHOR (SEE ELEVATION O SEE SHEET 3 FOR A~i� 1 TYPICAL ANCHOR SEE SHEET 1) 7 (SEE ELEVATION 111 IB j 8 EMA ANCHOR ,FOR SPACING �YU, 2 N» �' g� 7D U 114" MAX. AT EA. ANCHOR SEE SHEET 1) `U tQ v 11 114" MAX 114" MAX. SHIM SPACE SHIM SPACE HINGE JAMB C HINGE JAMB C DETAIL DETAIL of I ZF a� r STRIKE JAMB� OPTION OR 18 GA STEEL 4" LG ANGLE I q o e 114" MAX. � (LOCK 3 8 SHOWN) SHIM SPACE HINGE JAMB C DETAIL SEE SHEET 3 FOR MIN < 8 EMA ANCHOR TYPICAL ANCHOR MBED AT EA. ANCHOR (SEE ELEVATION O FOR SPACING SEE SHEET 1) SEE SHEET 1) w 111 IB j W �YU, 2 N» �' g� 7D U 114" MAX. io `U tQ O 114" MAX 114" MAX. SHIM SPACE SHIM SPACE HINGE JAMB C HINGE JAMB C DETAIL SEE SHEET 3 FOR MIN < e E TYPICAL ANCHOR MBED A (SEE ELEVATION O FOR SPACING SEE SHEET 1) •U W IB j W �YU, 2 N» �' o 7D U 114" MAX. io `U tQ O 114" MAX. SHIM SPACE HINGE JAMB C DETAIL M ANCHOR EA. ANCHOR 1 SEE SHEET 3 FOR g EMA ANCHOR TYPICAL ANCHOR AT EA. ANCHOR (SEE ELEVATION '' MIN. FOR SPACING MBEDME SEE SHEET 1) O L/ 2 —s u ITJ Ca fn 1A G •U W IB j g i N» �' 7D U 114" MAX. io I a i V SHIM SPACE 1 "x1 iii I of I ZF a� r STRIKE JAMB� OPTION OR 18 GA STEEL 4" LG ANGLE I q o e Z N N (LOCK 3 8 SHOWN) le e I SEE SHEET 3 FOR ��g" DIA.d A I W TYPICAL ANCHOR 8 EMA ANCHOR ULTRACONS A EA. ANCHOR T Z z ¢i 6 (SEE ELEVATION FOR SPACING (1 y" EMBED) m °® A a 8 MBEDME Aodl } ® BOTTOM CORNER ANCHOR DETAIL x _ N ZOZ U'D0 ++ p90�riM &p g®o on 1 1 19 SHIM SPACE pplQpu47•actilsw }� P m V ®` ®y q at STRIKE JAMB Q1 MCI (LOCK OPTION 1,6 OR 6 SHOWN) 4 SEE SHEET 3 FOR TYPICAL ANCHOR BgT to (SEE ELEVATION ANCHOR (n nn FOR SPACING ' MIN. MBEDMEN e a SEE SHEET 1) L- Ys `''11111.1 1! /d; F c p'nj d lJ � FLORNA REGISTfFA`IION ", (, U BJ3 U 11 PE 065983 I! 1 s�AT 28877 My SHIM SPACE B+ O I �S 0 ° "511 A90AENA ro-M e�.um o STRIKE JAMB D ®� q 1 (LOCK OPTION7SHOWN) t peep AApesaa` AD10 -02 MAY 0 8 2012 MIAMI DADS COUNTY 8H8E7' A OP T OPTION 4 'PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 If 1- 114" FH SMS DESIGN LOAD +88.0 PSF -88.0 PSF LOCK OPTIONS OPTION 1 - VON DUPRIN 9847EO SURFACE VERTICAL ROD WITH #228 STRIKE USING SIX #8x25mm (1' MACHINE SCREWS AND TWO #14x25mm (1') MACHINE SCREWS SEALED WITH 1101M LOAD 'GE SILICONE IP DESIGN LOAD - IVES" 68453 SURFACE MOUNT MANUALLY OPERATED FLUSH +55.0 PSF BOLT. TO BE FASTENED WITH (2) 10 x 1 -112" TEKS SCREW + (2)14x1 •55.0 PSF 1-1/4" MS OPTION 4 'PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 If 1- 114" FH SMS DESIGN LOAD +88.0 PSF -88.0 PSF LOCK OPTIONS OPTION 2 -'VON DUPRIN" 9875EO MORTISE EXIT WITH (2) 8-32 x 3V FH MS. LOCATED 39 -314" FROM BOTTOM - "IVES' SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH 1101M LOAD BOLT. TO BE FASTENED WITH (2) 10 x 1- 112" TEKS SCREW + (2)14x1 DE$ION LOAD 1 -1w MS +80.0 PSF BE FASTENED WITH (2) 1/4-20 FH MS -80.0 PSF OPTION 4 'PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 If 1- 114" FH SMS DESIGN LOAD +88.0 PSF -88.0 PSF LOCK OPTIONS OPTION 3 'SARGENT' 8200 SURFACE MOUNT MORTISE LOCK WITH HANDLE, WITH SURFACE MOUNT METALLIC DEAD -BOLT. LOCATED 38° FROM BOTTOM WITH (2) 8.32 x I' FH MS 1101M LOAD 88.0 PSF DE81ON•LOAD -88.0 PSF +BB.a PSF OPTION 4 'PRECISION" HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WITH (4) 10 If 1- 114" FH SMS DESIGN LOAD +88.0 PSF -88.0 PSF LOCK OPTIONS DES*?4 LOAD +80.0 ml; -80.0 PSF DESIONLOAD +80.0 PSF -80.0 PSF DESIGN LOAD 80.0 PSF .80.0 PSF nPTInN F "PRECISION" HC2200 SURFACE VERTICAL ROD. (4) 10 -24 x 1-114" CH MS. LOCATED 39314" FROM BOTTOM nPTInN 7 'VON DUPRIN" 8847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 8.32 x 318` FH MS. LOCATED 39,V4' FROM BOTTOM C)PTInN R 'DOREX' PC 10 SERIES LEVER LOCK. "DOREX "HFASIDEADBOLT SINGLE DOOR HINGES: STEEL MORTISE HINGES 3 PER LEAF, LOCATED AT 9-" MAX. FROM TOP OF DOOR TO CENTER LINE OF HINGE. AND TO BE SPACED OUT 31 -15M S" MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY #12 -24 x P" FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION 0VAWUC9' RBVIVA a *.**in wm of F%dit Aaw .N.J -021 ' f ry 1 l.k Lf'G .S Datk b w If a FLORIDA o� Q� L =j �m o o�n pp N.( m QN tC z tl:w Z F; g � N Wa z8 zZ W vi q`• �..r.�gg x S yn 7 a� a ym ® U V O) E3 'N 0 a \�QO 1� ex"asrr io- o pttf b� °/6Ly� %a I uAA9aG x0. AD10 -02 MAY 8 201 MIAMI OADE COUNtt tri SFiEE'f 6 OP 7 OPTION 5 "PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WITH "PRECISION' PANIC DEVICE WITH (4) 10 -24 x 1 -114 ". LOCATED 38 -112" FROM BOTTOM DE81ON•LOAD (2)-SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO +BB.a PSF BE FASTENED WITH (2) 1/4-20 FH MS -s0.o PsF DES*?4 LOAD +80.0 ml; -80.0 PSF DESIONLOAD +80.0 PSF -80.0 PSF DESIGN LOAD 80.0 PSF .80.0 PSF nPTInN F "PRECISION" HC2200 SURFACE VERTICAL ROD. (4) 10 -24 x 1-114" CH MS. LOCATED 39314" FROM BOTTOM nPTInN 7 'VON DUPRIN" 8847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) 8.32 x 318` FH MS. LOCATED 39,V4' FROM BOTTOM C)PTInN R 'DOREX' PC 10 SERIES LEVER LOCK. "DOREX "HFASIDEADBOLT SINGLE DOOR HINGES: STEEL MORTISE HINGES 3 PER LEAF, LOCATED AT 9-" MAX. FROM TOP OF DOOR TO CENTER LINE OF HINGE. AND TO BE SPACED OUT 31 -15M S" MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY #12 -24 x P" FLATHEAD MACHINE SCREWS. DOOR EDGE CONSTRUCTION 0VAWUC9' RBVIVA a *.**in wm of F%dit Aaw .N.J -021 ' f ry 1 l.k Lf'G .S Datk b w If a FLORIDA o� Q� L =j �m o o�n pp N.( m QN tC z tl:w Z F; g � N Wa z8 zZ W vi q`• �..r.�gg x S yn 7 a� a ym ® U V O) E3 'N 0 a \�QO 1� ex"asrr io- o pttf b� °/6Ly� %a I uAA9aG x0. AD10 -02 MAY 8 201 MIAMI OADE COUNtt tri SFiEE'f 6 OP 7 C lJ 's, r THRESHOLD O 6" THRESHOLD OPTIONAL THRESHOLD O 11 ai • VINYL CAP 4� ® i' 0 612.24143 14 PER LEAn .134" THICK STEEL HINGE 0 '15 • A' 1Q ANd101t c1 ay1 a' • 1�a� a U FA1090 12 GA. REINFORCEMENT PLATE b FLOOR ANCHOR a,re.uan Z PARTR. DC1000 &OR1000 PART W. OR1010 W 18 GA CLOSER BOX 1 8G MORTISE BOX FRt2W 2 v' REINFORCEMENT REINFORCEMENT FRAME REINFORCEMENT Z 0 o 18 19 .^IA a /e OAUOE pp g 11/4' REWFORCE1ACNf �� 1RONFORCEVS4T "D & � B Y N E�w G on 13 °� a HOLES ORO.LES m y ANDTAPPED FOR ANOT DR01E0 .. AND TAPPED FOR g 11/16' 612.24 SCREWS ; 612- 248CREVtl9 � a FRllOGM Ts FRt1W {nom' -• �N STRIKE DUSK BOX ASA STRIKE BOX REINFORCEMENT n, W � N AJ In O 'Y4� 9 S � 36; DUT BOX ••,w.csum,m AWYMPEI}PF FA3010' EMA ANCHOR �o A ° mim u�- 10 GA HINGE REINFORCEMENT slr 13 � e 14 � 106A68RFACE e # au 1O GA NORfiSE ° B� OTC MM { # LOCK EDGE # # # N REINFDRCEIaarr HOLE GRILLED LAND TAPPED SCREW 1' b 6 6 OLE DRILLED ' r t—i2 -2 PEDFOR DR1700M OR /700 01a- i2 -J-MT TYIRG fY1VV1lVR F7 °WItBI SURFACE BOLT STRIKE MORTISE LOCK EDGE REINFORCEMENT REINFORCEMENT t ""UGV VAVIRB@ w�vAl! t!6lIICU4. m 1�'CAe f�E o n6�wt,46n. -oZZ3.35' {Y y s, to ar � Ina ak.�c O Mrdwf p ee1{JCitia� #�a 6`Qz 11J •••�cEtis" •. m ° F1 mmw%A, Ci.SYRAUf nOy •k nM cn're me -•o -,• .• PEf9 �A 28675583 7 : m•..< "m STATE AD1O -02 ? SHSl21' 8 OF 7 CORNER FRAME CONSTRUCTION ii1pucrNCma wf* 0e Pk1'IdG 01�t 1p h Ay �- Dade z v a � i 0 oN qq NN; O m Z v � Z j o it a Z� z o 9 a w V 6 a t' o ro. m Y V o• m ®� �'7rn oi; ® T � LLJ f1\ ; J yV'd W �y p in ? .......... NON (SS21$f13' P.E: I,DRIDA REGlSTRA"'! 2 C..A.A..b . 2887N7 7 STATE OF "BB�eVaei ijl�iepq° ADIO -02 MIAMI DADE COUNTY MAY " G01L - OF 7 BILL OF MATERIALS ITEM PART No. MATERIAL QTY, DESCRIPTION MANUFACTURER /SUPPLIER/ REMARKS 1 STEEL OR ST /ST AS READ, FRAME HEAD /JAMS (5 -9' x 2') IS GA. (0.048MIN.) Fu= 48KSI MIN. 2 PMK2051 ALUM: I THRESHOLD PEMKO 3 PW177A ALUM. I THRESHOLD PEMKO 4 PW2005AT ALUM. I THRESHOLD OPTION PEMKO 5 - VINYL. I VINYL CAP - 6 HINGE STEEL 3 PER LEAF HAGER #179 - 454 -15 HINGE - 7 FA3010 STEEL AS READ. EMA ANCHOR GENSTEEL 8 FA3030 STEEL AS READ. MASONRY WIRE ANCHOR 0.173 DIA. F = 60 KSI MIN. 9 FA1040 STEEL 2 FLOOR ANCHOR 18 GA, (1 -j' x 1 -P x 4 -k LG) GENSTEEL 10 STEEL AS READ. 2 -' x 4' 12 GA, STEEL REINFORCEMENT GENSTEEL 11 HR2000 STEEL 3 PER LEAF HINGE DUST BOX GENSTEEL 12 HR1030 STEEL UO GA.) 3 PER LEAF HINGE REINFORCEMENT WELDED TO FRAME GENSTEEL 13 DR170DM STEEL AS READ. SURFACE BOLT MORTISE STRIKE REINFORCEMENT GENSTEEL 14 DZ700 STEEL AS READ. MORTISE LOCK EDGE REINFORCEMENT WELDED GENSTEEL 15 DC1000 & DRI000 STEEL AS READ. CLOSER BOX REINFORCEMENT GENSTEEL 16 DRID30 STEEL AS READ, MORTISE BOX REINFORCEMENT GENSTEEL 17 FR1200 STEEL AS READ, 1- x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 18 FRII00M STEEL AS READ. STRIKE DUST BOX GENSTEEL 19 FR1100 STEEL AS READ, ASA STRIKE BOX REINFORCEMENT GENSTEEL 20 -- STEEL OR ST /ST AS READ. DOOR PANEL LOG& (0.036 MIN.) Fu = 55KSI 21 P 387 AS READ. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 22 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 23 2100 ALUM. AS READ, DOOR SWEEP UNIQUE 24 HONEYCOMB STEEL AS READ. INSIDE OF DOOR PANEL GENSTEEL CORNER FRAME CONSTRUCTION ii1pucrNCma wf* 0e Pk1'IdG 01�t 1p h Ay �- Dade z v a � i 0 oN qq NN; O m Z v � Z j o it a Z� z o 9 a w V 6 a t' o ro. m Y V o• m ®� �'7rn oi; ® T � LLJ f1\ ; J yV'd W �y p in ? .......... NON (SS21$f13' P.E: I,DRIDA REGlSTRA"'! 2 C..A.A..b . 2887N7 7 STATE OF "BB�eVaei ijl�iepq° ADIO -02 MIAMI DADE COUNTY MAY " G01L - OF 7 BARRY UNIVERSITY CAM('[;!' -Miami Shores, Florida I Cor Jesu Chapel 2 Thompson Hall '3 Monsignor William Barry Memorial Library 4 Broad Center for the Performing Arts S Pelican Theatre 6 Fine Arts Quadrangle 7 O'LauKhlin Hall 8 ` College of Health Sciences (Natural and Health Sciences Building) 9 Adrian Hall 10 Wiegand Center 20 Mottram Doss Hall 30 Center for Community Health - 11 Wiegand Annex 21 Flood Hall and Minority Medicine 12 Kelley House 22 Powers Building 31 Silvester Tower 13 Farrell Hall 23 Andreas Building 32 Alumni House 14 LaVoie Hall 24 Lehman Hall 33 11600 Building 15 Weber Hall 25 Garner Building 34 Holly House Apartments 16 Browne Hall 26 R. Kirk Landon Student Union 3S Hopper Building 17 Sage Hall 27 Health and Sports Center 36 Villa 18 Dunspaugh Hall 28 John and Neta Kolasa Hall 37 School o£Adult and 19 Dalton Hall 29 Benincasa Hall I Continuing Education (ACE) 0 'a= •h yr' a Y ��I 1 r � ........ ----- .-------- .. - - -; 1 I t .....i... ...... . mom 1 I � f ' 1 a a e { aia}a la 1 I 1 �r_rr rte,— .!0__�„T — iLr.(...r w —�T�l • i001�i— i rrr —rr ' i : i B \ \ t 1 ( a!m VA w ` p J am 1 �, 1 i jZgPl.,®c.� �XiSITi�vl�• s7�,� t . I I Arco ®a2� iv %1/�1it/ f,-I,tV-S cWD ® ®o25j of 4-- � 1 ' 1 �: ... . . ........ . • 1 i j i I t I i i ► . ... 1., of .'.0 .. ........ .. , . .......... I