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MC-11-1283
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT FBC 20 • Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Address: 11300 NE 2nd Avenue City: Miami Shores Barry University M@MEWIE, MAY 0 2 2012 -' BY: Permit No. Master Permit No. CC -11 -586 Phone #: 305 -899 -3050 Tenant/Lessee Name: Same Email: bedwards( mail.barry.edu State: Florida Zip: 33161 Phone #: JOB ADDRESS: 11300 NE 2nd Avenue City: Miami Shores County: Miami Dade Folio/Parcel #: 1121360000040 Is the Building Historically Designated: Yes NO X Flood Zone: zip: 33161 CONTRACTOR: Company Name: II \la Il_ Address: C91 O � S And 014- 4i-g-- /- City: Y (A , r it /I State: / ; 064-5)5 /y�y Qualifier Name: mad_ /l.(Gr 1 ly�tj Phone #: '' 1 State Certification/ or R�ejgistration #: �0 fn en() 2 (j C Certificate of Competency #: 173—J31-1 Ca 161 Contact Phone#: `7 `7' ' 5 5 I 1 V��. (1Emai1 Address: vac-fro c� hi J, o F•- L . CD DESIGNER: Architect/Engineer: Phone #: q51-1* ° 5d5. Lid b-0 Zip:f(42 Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address ❑Alteration ONew Description of Work: P ' % of px. 7 ,-.--v x /V 6' e & - err C e_ Farr 4- 5m ' Pang ®nir - c_PR 46 fRepair/Replace ❑Demolition ******+x+x***+x+x+x******* mix *********'1'5. x�x**** ** Fees****+ x**** �x�x**** �xx�+ xx�x��x ****a��ua:x��r**** * *** *x��x*** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A■FIDAVIT: 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 day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature big,-- 144 Contractor The foregoing instrument was acknowledged before me this ( I day of `i 1 , 201 d, by � (�� ` .. it , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex 4 MY COMMISSION # EE109306 EXPIRES August 07, 2015 (4W) 398-0153 iRwidaNdarySerticacam ********* **+ x****• x*. x** *s:**+x:s*******s:**** *o ** *+ x******* a:+ u******a= *x.*• r• x**+ x+ x**+ x*** x .+s*m**+xu:x:*****s<**** **:x****** APPROVED BY ner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk 4 ✓L Qe��� ket BUILDING ikle PE CATION 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 FBC 2 Permit Type: 1� pt.:17A11 r UILDING ROOFING Permit No. Master Permit No. 11 -586 OWNER: Name (Fee Simple Titleholder): Barry University Phone#: 305 - 899 -3050 Address: 11300 NE 2nd Avenue City: Miami Shores Tenant/Lessee Name: Same State: Florida Zip: 33316 Phone#: Email: bedwards @mail.barry.edu JOB ADDRESS: 11300 NE 2nd Avenue City: Miami Shores Folio/Parcel #: 1121360000040 County: Miami Dade zip: 33161 Is the Building Historically Designated: Yes NO X Flood Zone: CONTRACTOR: Company Name: Moss & Associates, LLC Address: 2101 N. Andrews Avenue, Suite 300 City: Fort Lauderdale State: Florida Qualifier Name: Cheryl Lynn Werner Phone #: 954 - 769 -8107 fir' 9-193 Zip: 33311 Phone #: 954- 769 -8107 State Certification or Registration #: CGC 1506887 Certificate of Competency #: Contact Phone #: 954 - 769 -8107 Email Address: swerner @mossemail.com DESIGNER: Architect/Engineer: Cannon Design Phone#: 703- 907 -2322 Value of Work for this Permit: $ 10,600,000 Square/Linear Footage of Work: 72.000 Type of Work: DAddition GI Alteration ❑New ❑Repair/Replace Description of Work: ASI / RFI Submission Per Meetin • With ❑Demolition * * * * ** * * * * ** * * * * ****** ********** ** SCE g7******* * *** nx�a�* ****** * *** ***** *x�x�****** ** *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I V ✓\ /U PERMIT #: tC) 1 Contractor o Owner o Architect Miamj Shores Village Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -2_, From the building department on this date in or yer to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue process. Acknowledged by: PERMIT CLERK INITIAL: 1` RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: 3-23- 11-- Permit #: e I- SI *�o Plumbing Critique Sheet Date: /g Review Completed by: Rafael Hernandez Chief Plumbing Inspector Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature ° ontractor The foregoing instrument was acknowledged before me this c1/ day of 20 , by �` erj Mir/let- who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi :o tes, 'oa' i. 'Is 4 My Comm. Expires Jul 6, 2014 �l� c; Commission * DD 972411 ,° ;;.`.� Bonded Through National Notary Assn. * * ** ***** **+ N******* *+ b$ ******************** ******** ****N=*********** ***+ H*********** * ********** *************** APPROVED BY pc LJPlans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) LI ALL HCAP U ROOF Building & Neighborhood Compliance Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street Miami, Florida 33175 -2474 786 -315 -2100 REQUESTED REVIEWS LI BLDG '! DERM ❑ LANDSCAPING ❑ MECH CI SIGN U STRU ELEC LI PLUM ❑ ZNPR LI PERMIT BY AFFIDAVIT CHECK ❑ SHORT TERM EVENT AFFIDAVIT -' Dear Applicant: Please complete the following information for notification Applicant's First Name: (PRINT CLEARLY) 3-1750^...- Cellular Number: 8561. -66g -x7113 miamidade.gov ENRG IRE ❑ PWKS • ❑ PWCC tiAIASD K OPTIONAL PLAN REVIEW 0 BLDG 0 ELEC OMECH 0 PLUM 0 STRU on the status of your plans. ,��oo Last Name: (PRINT CLEARLY) (\�P�N. hn o Office/Home Number: <11,./i EMAIL Address: �4�jj__Zr A4 &MML.0 2 Comments: Customer verified e -mail add {e iteNOTE: IF AN EMAIL ADDRESS WAS PROVIDED YOU WILL TELEPHONE CALL CONCERNING THE STA NOTIFIED VIA E 1 D /OR AUTOMATIC F ' a R PLANS -FOR OFFICE USE ONLY- TO BE COMPLETED BY BUILDING AND OCCUPANCY REPRSEENTATIVE OR PLANS PROCESSING SPECIALIST: Application DateI'i Clerk Name: Process No(s): o( 2- ()D ,30 ❑ Walk -Thru ❑ Residential 46.1". Commercial 7---) Arrival Time: v : Rework ❑ Re -Issue Plan Revision ❑ Shop Drawing c Customer Notified By: Date: / / 123 01 -117 12/09 TO BE COMPLETED BLDG OA 00 Cdr! DERM OA CID UN ELEC C]iA ❑D UN ENRG D IA On CAN FIRE ❑A ❑D ON BY BU1L"DING AND OCCUPANCY REPRESENTATIVE OR A S " ROCESSING SPECIALIST: HCAP Cw. UD UN ROOF CIA LID UN LAND CIA CID UN SIGN OA OD ON MECH CIA CID UN STRU CIA LID UN PLUM CIA CAD ON ZNPR IDA 0D ON WASD CIA ❑D UN HRS CIA CID ❑N Time: 319‘Y112 --spot� Permit No: 11 -586 Revision 3/12 Job Name: March 26, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide permit application for all trades. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 44J Perm No: 11-586 Revision 3/12 Job Name: April 19, 2012 Miami Shores Vuiage Building Department Building Critique Sheet 2nd 1) Provide permit application for all trades. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are correccd, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 s CAN%ONDESIGN Washington DC Baltimore Boston Buffalo Calgary Chicago Houston Los Angeles Mumbai New York Phoenix St. Louis San Francisco Shanghai Toronto Vancouver Victoria 1100 Wilson Boulevard Suite 2900 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 www.cannondesign.com RE: Permit No: 11 -586 Job Name: Barry University Dorm January 25, 2012 CPR -0006 Per the discussions had on the Barry University Residence Hall about drawing coordination, please refer to the following descriptions of the revised drawings that are to be inserted into the record set. Drawing Revision Descriptions G0001 - Revised Sheet Index G0100 - Occupancy Loads for the first floor were revised to reflect the addition of a new office suite. New calculations did not add any additional occupants to the total for this floor. Also, the egress width calculation for the first floor was revised. G0101 - Room layout by SW corner of the courtyard was revised to reflect a new office suite. Occupant load on Door Exit M changed to 4. A0101 — Detail 1 was edited to reflect the new office suite. A0112 — Rooms 132 and 134 were revised to eliminate the mailroom and incorporate an office suite. Also, daylight drains were relocated from the courtyard to the western side of the building. Additional washing machines added to room 131. A0203 — Detail 2 was revised to reflect the updated location for door 132. A0601 — Details 7 and 8 were eliminated. Detail 6 was revised to illustrate updated frame type of door 132. A0602 — Details 2-4 were revised to reflect the new entry into room 132 and the elimination of hold open doors at door 157. Detail 1 was revised to illustrate the hold open doors for door 100C in elevation. A0603 — Detail 5 revised to show additional washing machines. A0712 — The RCP was revised to reflect the new office suite layout and adjusted ACT pattern in laundry 131. Also, the lighting dimensions in room 133A were revised. CANVONDESIGN Page 2 A1002 - Hold open doors at door 157 were eliminated. The door type for door 100C was changed to F,F. Schedule information for doors 132, 132A, 132B, and 134A was added or revised. General Note 5 was added. A1201 — Materials legend modified to reflect elevator flooring. changes in rooms. Schedule information for rooms 132, 132A, 132B, and 134 was added or revised. The accent paint at RA suites was eliminated. A1203 — Tile floor at rooms 132, 134 and elevator cabs was eliminated. U0111 — Furniture schedule added and counts revised to reflect new office suite furniture layout. U0112 — Furniture layout revised. P0212 - Trench drain and sanitary connections added for (3) new washer machines @ room Laundry —131. Sanitary connections added for dishwasher @ room Staff Kitchen —133E P0312 - Cold and hot water connection added for (3) new washer machines @ room Laundry —131. Cold and hot water connection shown for new dishwasher and new refrigerator @ room Staff Kitchen —133E P0501 - Sanitary isometric revised. Trench drain, sanitary and vent connection for new (3) washer machines @ room Laundry —131 shown. Sanitary isometric revised. Sanitary connection for new dishwasher @ room Staff Kitchen — 133E shown. P0601 - Domestic water isometric revised. Cold and hot water connections for new (3) washer machines @ room Laundry —131 shown. Domestic water isometric revised. Cold and hot water connections for New dishwasher and new refrigerator @ room Staff Kitchen —133E shown. FP0101 - Fire protection coverage in rooms 132 and 134 were redesigned due to architectural changes. The hazard has not changed and will remain Light Hazard. M0112 — Revised HVAC routing in new offices area per changes from Mail Room to new offices M0211 — Revised ductwork from kitchen hood to exterior louver. E0211 - Added a Tight in the 4 room suite CANNONDESIGN Page 3 E0212 - Revised lighting circuiting and switching in new offices area per changes from Mail Room to new offices E0312 - Revised power circuits, added receptacles, TV, data outlets and security devices in new offices area per latest changes E0312k - Added AHU1 -7B per RFI00121. Removed data outlets in Cafe area E0314 - Added AHU1 -7B to Electrical Schedule for Mechanical equipment. E0401 - Added a light in 4 rm suite E0402 - Added 3 washers to Laundry Room with corresponding circuiting. E0601 - Revised panel schedule for all power changes related to office changes, AHU addition and 3 washers addition FA0212 - Added fire alarm devices as required per changes from Mail Room to new offices FA0501 - Revised Fire Alarm Riser to add devices per changes on FA2.1 T0001 - Changed "C1" mounting height to 60 ". In Laundry room mount outlet at 70" AFF for LCD monitor above Washing Machine. T0101.A - Delete "V2" outlets. T0101.B - Add data outlets as shown on sketch to support office needs. Provide add alternate price to provide and install LCD TV and associated outlets in rooms 132 and 134. Provide add alternate pricing to add access control devices (card readers) and associated connections at doors 132, 132A, 1328 and 134A. Relocate Card reader and push plate at East and West main lobby entrances. Sodexo area relocate data outlet for time clock to opposite side of wall. T0102.A - Delete "V2" outlets. T0102.B - Delete "V2" outlets. T0103.A - Delete "V2" outlets. T0103.B - Delete "V2" outlets. • CANoIONDES1GN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00001 Phone: 703 - 907 -2300 Title: Exterior Louver Sizes Project: To: Barry University Residence Hall Moss and Assoiciates 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Wemer Date: 7/27/2011 Cannon Project No.: 0361700 !MAR 2 1 2i 2 Custom Code: ......... ' M i NOTE: This Is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The attached sketches reflect the e-mail coordination that took place on 07/26/11 in regards to the exterior louver sizes. Please note that the louver along column line G.8 was eliminated and the louvers within the food service/ retail area were changed to L -3. A PRO`•/ED CEF r M'ami Shores Village 1 C(.MP .IANCE WI rH-I ALL FEDERAL r{L_,LES AND REGULATIONS R VI Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Peter G. Mendola Expeditlor® Date: Signed: Contractor /CM Date; LOUVER TYPES AS I -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Scale: N.A. Project No: 03617.00 Sheet Ref No: A1002 © 2010 Cannon Design CAFNONDESIGN SD -A001 CONCRETE F TILE, TYP. SECURITY CAMERA OUTSIDE AIR LOUVER, UNLESS NOTES OTHERWISE, LOCATE C.L. OF DOOR/WINDOW. (TYP.) 6" DIA. DAYLIGHT DRAIN, 18" ABOVE GROUND (TYP.) EIFS BANDING FINISHED WITH H TEXTURED COATING AND PAINT, YP. D EXTERIOR ELEVATION - EAST 6' 11 (1 ASI -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Project No: 03617.00 Scale: 1/8 " =1' -0" Sheet Ref No: Partial of 1/A0301 © 2010 Cannon Design CW1ONDESIGN SD -A002 L EXT. PNT. / TYPE III n FIXED WINDOW SYSTEM, TYP. 3' 0" OPEN A R LOUVER HOLLOW METAL DOOR WITH PAINT EXTERIOR COURTYARD ELEVATION - SOUTH AS I -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Project No: 03617.00 Scale: 1/8 " =1' -0" Sheet Ref No: Partial of 2/A0303 © 2010 Cannon Design CAPNONDESIGN SD -A003 • T.O. MANSARAt 46' - 4" T.O. PARAPET 37' -8" ROOF LEVEL 37' -0" THIRD FLOOR 25' - 0" SECOND FLOOR 13' -0" FIRST FLOOR 0" ASI -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Project No: 03617.00 Scale: 1/8 " =1-0" Sheet Ref No: 4/A0303 © 2010 Cannon Design CANNONDESIGN SD -A004 CANIIONDESIG 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00004 Phone: 703 - 907 -2300 Title: Elevator Partition Infill / N. JC Date: 9/12/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheets: SD A006 - A008 Description: The attached sheets reflect the partition infill at the Elevator entries as well as the chase revision within the Janitors Closets on the North side of the building that were requested by Rightway Plumbing. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditior Date: 9/12/2011 Contractor /CM Date; 15'- 103/4" 4' - 4 7/8" 6.4 5' -51/2" 4'- 81/4" SINGLE 15' -3" 1' -6" CLEAR fV N SINGLE L - N 3' - 1 3/8" 5'-47/8 SINGLE I103BI rn SINGLE SUITE STORAGE 6'- 4 7/8" 8 1/ SINGLE 0605 16 Sim. 5' - 3 3/4" 5 - 4 7/8" 2' - 6 1/4" 7'- 13/8" 30' -41/4" SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4' = 1' -0" ASI 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1/4" -1'..0" Sheet Ref No: 1 / A0201 ® Cannon Design 2010 CAI NONDESIGN SD -A006 ELEV. MACH. ROOM 121 15 - 2" HOISTWAY AND PIT 81/ ELEVATOR ENLARGED PLAN AT FIRST FLOOR o 0) HOISTWAY AND PIT 1 1/4" = 1' -0" AS 1 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1/4" = 1-0" Sheet Ref No: 1 / A0505 © 2010 Cannon Design CANJONDESIGN SD -A007 TYP. PLAN DETAIL AT ELEV. OPENING 1 1/2" = 1-0" AS 1 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1 1/2" = 1-0" Sheet Ref No: 8 / A0505 © 2010 Cannon Design CAN'JONDESIGN SD -A008 CANVONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00007 Phone: 703 - 907 -2300 Title: Trash Chute Details Date: 9/22/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheet: A0506 Description: Response to RFI 00046. Trash chute was modified above the roof level to allow the chute to vent outside of the mansard roof. Also, Door 135B was eliminated and replaced with a 90 minute rated, ADA pneumatic chute door similar to the levels above. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 9/22/2011 Contractor /CM Date; Expeditior® (3D -7'i.) — -(7-- h \ , AU I )1 ,t, .r./ ,a i i1,A,,,,,, , 0:,/ '0••••: • i --s- • eA U'T,T,Z=VstfAltt ' ELOnak°41Zt 'Cr ,... 1 ■. / i . ' Tr irve. ' es I ... , — ■ ‘5" \ ..... \ . NOP \ri---------; Barry University Residence Hall 1:: — IFM14) h___.,4111 i 0 m -71. E-2ME —.2. -7 4 ...... + -0 k EffiliirtE ir 1812 1, POP PNEUMATIC I , .1 3/.7. CHUTE DOOR CE,ELIN, - - I IC DOOR VL LISTED B LABEL ------ TEMPERATUDE RISC OYER 30 eCt=r/i'L=112t21' A 'PD..' 'TP STEEL A '0. T.511 CHUTE OPENING. G C s • a IIIIMEMErIA S-■ .2 L.--,..-1' .. -,II . E— .. ni LII I... 'ffil • MC )SS t 11"50ttltlt =XII', ■ • I ' ,Lior TRASH CHUTE ENLARGED ENGINE. M MEM THIRD FLOOR PLAN AT ROOF ' TRASH CHUTE ENLARGED PLAN AT 110.51425 Boulevard S.2500 ......e • em . 6... Calgary • C.. "utntr.v,'„ • ",7::',. "— ,...— — -=°",,.„. e • 7...p, ....... ilIllinll / Alik ( %a' t \i ''. ) / I m, A ■ 1'5.11 541 2.2.., st• InilliM fill 2 I NISI CIR FIRED RATED ENCLOSURE G C CO.ODINATE WITH SUPPLIERS y s' ROOF TE11,41. r 11 2,IR FRE 0 RAt ED EN,0911PE ,,,, ROOT LEVEL 5' \ 0 I, 17 , NI I pirw II I" , 1 IST IPLUR UL LIETEE B LOBEL 1115. IN A 1/00/1 WIIN 250 D5CREE 51,2 TEMPERA.. Pl. OYER 00 1.111,111... - ._ T ..S24 2330 F 954 524 .77 —.e.....—.,— 1 COT 620 20. 305.6. 0052 I ‘Cre is 0 ita. I I I TRASH ONUTE OPENING "PR.'" 00.2.011 55 05.11 2 DISCIPLINE COORDINATION 04 29.2011 1 1ST PE.IT REVISION .4 .2011 A L. 5-5 2. FIRED RATED ENCLOSED T FLOOR rl WALLS Etge zna FIRED RATED ENCLOSED WALLS. G C. CORRODINATEWITN SUPPLIERS "7? G. C CORRODINATEDICH SUPPLIERS TRASH CHUTE ENLARGED PLAN AT SECOND )TCRCX=EM'T''' „,..,.. cf- P" I, 1, A. ...IC CHUTE 000, 1 . HOUR . I ISTED P 1A.L DOOR WI.. DEGREE MAX TEMPE.T.E TISE OYER 30 MINUTES TYP A I THASH I I VIV I , • 10 7/, ' 1111111111 I TOrC"OCOWIPTErr I MVEgrIATEESTIr SUPPLIER 11,101,5111W D.'11ZDITVO'PEE=,,IC M -H.......1,7257 4 III 1 ! *Rh .1.11 sa . A .= R =4.,T711V,',': GAUGE ALUMINIZED STEEL T =1'.nsr.`Zo' A 1 ioriduritIMT6B LAriPi- - - - GAUGE POSSAINCE0 DOOR.. 250 DEGREE MAX. STEEL I 510.1.2. IUSt OVER 30 L\ MINUTES. PI, MI in Vilir FR5.2 „Hp* FIRST FLOS_ - - - - - 1 -r /- 11117METPrItrOtA'SH TRASH CHUTE PLANS, SECTIONS & DETAILS STRU ENGINEER /101 A `41V ■••,. P451 kW 10. 20' TRASH CHUTE SECTION CHUTE SECTION TRASH CHUTE ENLARGED PLAN AT FIRST FLOOR ) ° A0506 (TRASH () ._,„,..,... CANNONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00010 Phone: 703 - 907 -2300 Title: Trash Chute Revision Date: 10/11/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Trash Chute and its enclosure edited to utilize standard flashing cap. Refer to SD A013. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditior® Date: 10/11/2011 Contractor /CM Date; _.oezrrnnr u. nurru•.l■ rrta111rr'.v ri•mMi, 1• MP' v 2HR FIRED RATED ENCLOSURE. G.C. CORRODINATE WITH SUPPLIERS •I1 IMI ROOF LEVEL 37' - 0". T.O. MANSA 46' - 4' TRASH CHUTE SECTION 1/4" = 1' -0" Z-91/4 1'- 10" 1' - 10 1/4" 3' - 11 3/8" 2HR FIRED RATED ENCLOSURE. G.C. CORRODINATE WITH SUPPLIERS T.O. PARAPET k llla 3T -8 ' • TRASH CHUTE SECTION ROOF LEVEL 37' - 0" 1/4" = 1' -0" .1.i11.1.i1h.1.i.1■1...pi 111111111111111101111N011111P46 111111011 II11.11MS- I111I.111111Ir1111 !'.Pr -O .Ir01.I1.1nm1Iiir 11.Ir0I.IIIIIi1 "-mrr- 111111111/ r,;;;::.r -1 1i11I.Irn11r,;,,_ jlr„_,. .1r11I.Ir„'�,,:r•!'.Ir:r'!lll. II.1111r'rr"E!riransr""ir b. r2 rrrr a 4 A0506 2HR FIRED RATED ENCLOSED WALLS. G.C. CORRODINATE WITH SUPPLIERS METAL PANEL WRAP TO MATCH BACK OF MANSARD ROOF TO BE PROVIDED BY ROOFER. 10 1/4" 6.4 A0506 24" DIA. TRASH CHUTE CONSTRUCTED OF 16 GAUGE ALUMINIZED STEEL TRASH CHUTE ENLARGED PLAN AT ROOF 1/4" = ASI 0010 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.10.11 Project No: 03617.00 Scale: 1/4" = 1' -0" © Cannon Design 2010 Sheet Ref No: A0506 CNNONDESIGN SD -A013 CAN 1ONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00012 Phone: 703 - 907 -2300 Title: Partition Rating /Chute Doors Date: 10/25/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheets: A0211, A0506, and A1001 Enlarged plan details edited to illustrate proper rating between suites and around columns /risers. Partition type 'S' was replaced with partition type 'H', which implements the UL design U420. Also, the description on the trash chute doors was revised to eliminate the word pneumatic per the GMP. Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 10/25/2011 Contractor /CM Date; Expeditior® . / 1 I trail,. ,1 i''�►�j 'max, -.um= cm .1"..c aocurnialsra ...um � � Q� � ._ 1 �e ": WI :• r_1-_____-_-94-•_-_-_0:1; ,,..„, . J1; ^`� RECESSED FEC; G.C. TO COORDINATE DEPTH AND WIDTH OF POCKET. RECESSED FEC; G.C. TO COORDINATE DEPTH AND WIDTH OF POCKET. PLAN DETAIL @ COLUMN TYP. 1/2" = 1' -0" t PLAN DETAIL @ FEC 1 1/Z' = 1' -0" PLAN DETAIL @ FEC 1 1/2' = 1' -0" ASI 0012/RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Project No: 03617.00 Scale: 1" = 1. -0" Sheet Ref No: A0211 fJ Cannon Design 2010 CAIWONDESIGN SD-A01 6 REVISED e • 2HR FIRED RATED ENCLOSURE D.0 CORRODINATE WITH SUPPLIERS 2.11R FIRED RATED ENCLOSED WALLS. G.C. CORROOINATE WITH SUPPLIERS 18 18" ertillbUTE DOOR. 11, HOUR U LISTED S LABEL DOOR Tal"PaTtZEIMER MINUTES. TYP. SECOND Fla?,* TRASH CHUTE OPENING, G C COORDINATES WI = SUPPLIER E; S111'1'1'21 STEEL A ()TRASH CHUTE SECTION ()TRASH CHUTE ENLARGED PLAN AT THIRD FLOOR Qc:N. TRASH CHUTE ENLARGED PLAN AT SECOND FLOOR ) 18, 18, ADA CHUTE DOOR O'NINO_,_ 1 127,2A1)111-5.116-6 — LABEL DOOR WITH 234 DEGREE MAX. 2, DN. TRASH CHUTE OVERHEAD LINE. TRASH Z'cIZMN.Z' STRU. ENGINEER OTRASH CHUTE ENLARGED PLAN AT FIRST FLOOR ASI 0012/RFI 00063 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.24.11 Project No: 03617.00 Scale: 1/8 = 1.-0" Sheet Ref No: A0506 © Cannon Design 2010 CANSIONDBIC1■1 SD-A017 UNDERSIDE OF DECK ABOVE FIRE RESISTIVE JOINT SYSTEM DEFLECTION TRACK FINISHED CEILING (SEE RCP) SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) BRACE @ EACH STUD @ 48" 0.C. MAX VERT. STEEL STUD FRAMING (SEE SCHEDULE BELOW) (1) LAYER OF 5/8" GWB AT EACH SIDE ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN BLANKET KEYED NOTES ® 2-1/2" PLAN NONE N/A ® 2 -1/2" LAN 3" N/A ® 3 -5/8" PLAN NONE N/A /e 3 -5/8" SEE PLAN 3" N/A 1 HR RATED PARTITION SCALE: 1 1/2" = NOTE: PATITION TYPE 'S' REMOVED AND REPLACED WITH TYPE 'H' UL DESIGN U420 RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Project No: 03617.00 Scale: 1 1/2" = 1' -0" Sheet Ref No: A1001 © 2010 Cannon Design CAN'4ONDESIGN SD -A018 r ALIGN z 0 J 10" { DIM. VERIES DUE TO RISER SIZE. G.C. TO REFER TO MECHANICAL DRAWINGS. EQ EQ RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Scale: 1/2" = 1' -0" Project No: 03617.00 Sheet Ref No: © 2010 Cannon Design CAtNONDESIGN SD-A01 5 REVISED ONLINE CERTIFICATIONS DIRECTORY Page Bottom Design No. U420 BXUV.U420 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Design No. U420 October 18, 2011 Nonbearing Wall Rating — 1 or 2 HR. HORIZONTAL. SECTION VERTICAL SECTION 1. Studs — Channel shaped, min. 1 5/8 in. depth. Fabricated from No. 25 MSG galv steel. Studs to be cut 1/4 in. less than assembly height. 1A. Framing Members * — Steel Studs — As an alternate to Item 1 for a 2 hour rating only - For use with Item 3A, channel shaped studs, min 1 -5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD http: / /database.ul. com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD 1B. Framing Members * — Steel Studs — As an alternate to Item 1- For use with Item 3B, channel shaped studs, min 1- 5/8 in. wide, fabricated from No. 25 MSG galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. KIRII (HONG KONG) LTD — Type KIRII 2. Bracing — Cut from the steel runners, min. 4 -1/4 in. long, fastened to the studs with two No. 8 by 1/2 in. long self - drilling, self- tapping steel screws in each stud. As an alternate, but limits the stud cavity depth to maximum 9 -1/2 in., cut from the gypsum wallboard, 9 -1/2 in. long and 12 in. wide, fastened to the studs with three Type S wallboard screws in each stud. Vertical spacing of bracing not to exceed 48 in. OC. 3. Floor and Ceiling Runners — Channel — shaped 1 5/8 in. wide with 1 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and ceiling with fasteners spaced 24 in. OC. 3A. Framing Members * — Floor and Ceiling Runners — (Not shown) — As an alternate to Item 3 for a 2 hour rating only - For use with Item 1A, channel shaped, min 1 -5/8 in. wide, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK 3B. Framing Members * — Floor and Ceiling Runners — (Not shown) — As an alternate to Item 3 - For use with Item 1B, channel shaped, min 1 -5/8 in. wide fabricated from No. 25 MSG, attached to floor and ceiling with fasteners 24 in. OC. max. KIRII (HONG KONG) LTD — Type KIRII 4. Gypsum Board* — Nom 5/8 in. thick gypsum board with beveled, square, or tapered edges. For 1 Hr Rating — One layer of gypsum board to be used. Applied vertically with joints centered over studs. Fastened to studs with 1 in. long, Type S, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. For 2 Hr Rating — Two layers of gypsum board to be used. The inner layer to be applied in the same manner as for the 1 Hr Rating. The outer layer to be fastened to the studs (through the inner layer) using 1 5/8 in. long, Type S, wallboard screws spaced 8 in. OC at the joints, located 3/8 in. from the edges and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. Joints to be staggered 24 in. from the inner layer. Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) category for names of Classified companies. 4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (2 -hr system) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed with steel framing. Horizontal edge joints and horizontal butt joints in adjacent layers (2 -hr system) staggered a minimum of 12 in. For the single layer system, panels attached to steel studs and floor runner with 1 in. long Type 5 steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when applied vertically. For the double layer system, base layer panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 16 in. Face layer panels attached to steel studs and floor runner with 1 -5/8 in. long Type 5 steel screws spaced 16 in. OC. CGC INC — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. http: / /database.ul. com/cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 IL IL 1 UNITED STATES GYPSUM CO — Type AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1 -1/4 in. CGC INC — Types AR, IP -AR. UNITED STATES GYPSUM CO — Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 4C. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4B) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527. 4D. Gypsum Board* — As an alternate to Item 4 - For 2 Hr Rating - Nom. 5/8 in. thick gypsum board with beveled, square, or tapered edges. Two layers of gypsum board to be used. Inner layer applied vertically with joints centered over studs. Fastened to studs with 1 in. long, Type S, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. The outer layer to be fastened to the studs horizontally using 1 5/8 in. long, Type S, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C or PG -11. 4E. Gypsum Board* — (As an alternate to Item 4A, not for use with Items 1A and 3A) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4A. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. 6. Batts and Blankets* — (Optional, not shown) Glass fiber batts may be installed in the interior or wall cavity. The max thickness of the batts shall be 2 1/2 in. for the walls with 2 Hr assembly ratings and 3 1/2 in for the walls with 1 Hr assembly ratings. Attached to wallboard with wire staples spaced horizontally 12 in. OC and vertically 24 in. OC. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 6A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. http: / /database.ul.com/cgi- bin /XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 6B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) and Item 6A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 6C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs /ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 7. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. 2 -Hr System - Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type PermaBase *Bearing the UL Classification Mark Last Updated on 2011 -10 -18 Ouestions? Print this page Notice of Disclaimer Page Top Copyright © 2011 Underwriters Laboratories Inc.© The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc. ®" http: / /database.ul. com/cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 CANNIONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00014 Phone: 703 - 907 -2300 Title: West Overhang Drainage Date: 11/7/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Drawings revised to incorporate drainage at west overhang as discussed in the project coordination. Drainage will include two deck drains that will be piped back into the building. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 11/7/2011 Contractor /CM Date; Expeditior 16' -2" ENLARGED PLAN - LOBBY AT SECOND FLOOR 1/4" = 1'-0" ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 1/A0204 0 Cannon Design 2010 'OM , SD -A019 Sim rrwvi k Tr./ SEE SCHEDULE FOR PARTITION TYPES SECOLD FLOG rr 13' -0' SEE REFLECTED CEILING PLANS FOR CEILING TYPES AND HEIGHT SEE LANDSCAPE DWGS. FOR FINISHED GRADE 1 -11 I -I 1- 111- 111 -111 -I 11 H 11 =1 1 -1 11 -1 I ICI I C=1 I I III= I1 =1I 1 =1 l I -1 I I -1 11 -1 11- 11tN-I =f1 I -1 I I -1 11 =1 I f =1 11= =1111 trIIII�IIII IIIIIII�I IIfl�lllll�lllll�il_Iililll II►IIIIIiII Illilllll�lllli�lllllilf_I WALL SECTION 05 3/8" = 1' -0" FIRST FLOOR 0 ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 3/A0402 © Cannon Design 2010 '`ONDWM , SD -A020 1 1/2" X 1 1/2" ALUM. ANGLE. ALIGN WITH BACK OF TILT PANEL COLUMNS AT WEST EDGE. HOLD SIMILAR DIMENSION AT SIDE EDGES. TOPPING COMPOUND FINISHED WITH A TRAFFIC COATING. SLOPED AT 1/4" PER 1' -0 ". SLOPE —� 10" SQUARE TOP DECK DRAIN. ZURN 158 6" CONCRETE SLAB NOTE: 1. DECK DRAIN TO BE PIPED BACK INTO BUILDING. REFER TO PLUMBING DRAWINGS. 2. A 16" HOLE WILL BE CORED INTO THE SLAB TO ACCEPT THE DECK DRAIN. ONCE SET THE DRAIN WILL BE CAST IN PLACE. 3. THE TILT PANEL UNDER THE OVERHANG WILL BE CORE DRILLED TO CREATE A PENETRATION TO ACCEPT THE PLUMBING FROM THE DECK DRAIN. REFER TO PLUMBING DRAWINGS. Av SECTION DETAIL - WEST OVERHANG 3" X 1" ORNAMENTAL METAL TUBE GUARD RAILING. TYP. TILT -UP CONCRETE COLUMN BEYOND CUSTOM ALUM. SHAPE SECOND FLOOR cruily EIFS SYSTEM W/ TEXTURED COATING AND PAINT (TYP.) TILT -UP FEATURE PANEL STUCCO CEILING. SEE REFLECTED CEILING PLAN FOR HEIGHT 1" = 1. -0" ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 3/A0414 © Cannon Design 2010 CANNONDESIGN SD -A021 CANCRETE FLAT TILES MO ZW,NY,T;T:Er'" rE-TLEVgl`gr.,9',Tc. EIFS SYSTEM W/ TEMURED COATING AND PANT (TYR ) TILT UP CONCRETE PANEL. W., FTWLSIXT:TVI=D PAINT (TYR )PANEL JVP SEE SCHEDULE FOR PARPTION EIFS SYSTEM WI TEXTURED COAPNG AND PAINT (TYR) 4:07,,NZENTAL METAL SEE LANDSCAPE 0.S. FOR FINISHED. GRACE lallt= IEI LEI = El EllEllE11- - - I .--1=IIIETEME IIEI := :111 IIIII':-EIIIEIIIE II Ell 11 1=111E11E111E 1E1 1-h-}}. =111-=1111-1E LIFEllEillEillEliMIEllEllEllEllE11111E11=MEIIEIIIE OWALL SECTION 04 _ - VE7TITETC4OWATING AND PAINT 1TYR) PPR, TION TYPES SEE LANDSCAPE MVOS. FOR FINISHED GRADE m=111=111=111=111=11 OWALL SECTION 03 I•1511E II=11111=11[ ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: 3/16" = 1.-0" Sheet Ref No: A0402 © Cannon Design 2010 CAI SD-A022 CANNONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00015 Phone: 703 - 907 -2300 Title: Mech. Riser Rm. 317 Date: 11/9/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The mechanical riser at suites 203 and 303 has been revised to allow the riser to run vertically through storage room 317. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Expedition® Peter G. Mendola Date: 11/9/2011 Contractor /CM Date; Q 6.4 9' -8" ! 16' -2" 8' -6" 1 A0331 6' -91/2" 11' -11" 11111" 19'- 01/2" 1' - 11" TOIL :309 SINGLE `303D in C.8 E.2 TELECOM SINGLE (303C) STORAGE ELEC. (303B) • SLNGLESULTE SINGLE 303B f SINGLE SINGLE 304A 1 TOILET DOUB E DOUBLE (301 B) 01 (302) DOUBLE SHOWER SHOWE BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Project No: 03617.00 Scale: 1 /8" = 1' -0" Sheet Ref No: 11A0131 ® Gannon Design 2010 STAIR 3 A0211 3, ASI 0015 CANNONDESIGN SD -A023 o 0 15 - 103/4" 5' - 5 1 /2" 4' - 8 1/4" M 0 1- SINGLE - — -t 3' -13/8" SINGLE (103AI 15 - 33/4" L SINGLE SUITE 103 1 O NOTE: REFER TO DETAIL 2/A0204 FOR PLAN VARIATION AT THIRDt FLOOR 0601 5' -47/8" 2'- 61/4" 7' - 1 3/8" 30' -41/4" SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4" = 1' -0" ASI 0015 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: 1/A0201 Cannon Design 2010 CAMONDESIGN SD -A024 SINGLE I303CJ (303C) _ _ — SINGLE 13036, (3038) SINGLE 1303A I (303A) (303 SHOWER I303E SINGLE SUITE 303 14" X 14" DUCT. REFER TO MECH. DWGS. 0 '303) 0, o� L t STORAGE 317 I 8 1/2 "--1N 6' - 4 7/8" } Ic If 4W_, , 6.4 II I 6' X 26" DUCT. REFER TO MECH. DWGS. ENLARGED PLAN - STORAGE ROOM 317 1/4" = 1' -0" ASI 0015 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: 2/A0204 5 Cannon Design 2010 CAM1ONDESIGN SD -A025 - iry 4 i EF -10 v t' r . I� Y • CIE CP ! 8x6 SR , . '\ ` / U I 100 CFI 1 M 24x 24QRL Ir D' i o - -- 8x6 SR _ R ' ` '- ' ' ' - - 1 X _ 100 CFYii _ ■ F /, I FD(B) - - -- IN 1/F -- ■ ■I E ;ax14 RELIEF , - ,., ,LEVEL 1� 4'5(14 - -- : i �- C ' FD BY �_ –,__ -_ III —•I - F0i37, ,' r RR) - K • V y „ „ - -- j(!rel! 7-1 LV- - -, ' - 1",s 8x6 SR 100 CFri IMM110 FD(G) I r i I ) ' , s_ I i I I I I �r. i ■ R H;H HILL YORK CORPORATION or 2nd LEVEL RELIEVE RISER RELOCATION Date : 11/1/2011 Drawn By : STEVE BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Scale : 1/4" = 11-0' I THE AIR CONDITIONING PEOPLE I 2125 � R. 5 • THIS DRAWING TO BE usEO ONLY BY WRITTEN AUTHORIZATION ASI #15 Sheet No.: SD M0001 ' _ k- ,----- , G �� Cif ' EF -10 _ - � , f ti I,; Lug Sx6 SR 100 CFM' Er�rrrrr ' 4x24QRL I i ii, W /BDD , rrrr D(G) 11 1I ° AIL plif_VM 1 1 ®I 100 CFr NNW _! E it II FD (5 1: ' , . ,'20ac20 kELIEF - DUCT',UF_ . 'Iv rD(B)_ .ROOF -14xi4 RELIEF it I! , DUST bq„4N; =- ►�i i w � �rl' ®BI TO'2nd °LEVEL ' „I I ' 'G Ts K ■ FD(B) – — — FDC31, , -(�rll c ` 111 �� RRif r 1► 1' f.l�CZ'S II FD(G) II 0 V .2.. i x , Sxb SR 100 CFM ”— I11 -' Hill HILL YORK or CORPORATION 3rd LEVEL RELIEF RISE R RELOCATION Date : II/1/2011 Drawn By : STEVE BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Scale : 1/4' = V-O' THE AIR CONDITIONING PEOPLE Z�, SCUM . PALM `56;�4�, 71 II �,,,,, ,o USED ONLY BY WRITTEN AUTHORIZATION THIS ASI #15 Sheet No.: SD M0002 C f NONDESIG\ 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00017 Phone: 703 - 907 -2300 Title: Toilet Room Bump Out Date: 11/21/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: A bump out was added in toilet rooms 108D, 208D, 238D, 308D and 338D in order to accommodate the space needed for the exhaust air riser. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Expeditior� Peter G. Mendola Date: 11/21/2011 Contractor /CM Date; 77 0UBLE SUITE (107D) 107 1 HOWER (10ac) 08C 104x PARTIAL FIRST FLOOR PLAN - NORTH 1/8" =1'-o" SI IE T A0'111 r ALIGN r %Xi SIM 1 e. • NOTE: 5' -81/8" TOILET 208D 5' - 5' y (208D) ALIGN • DOUBLE 1208A I DOUBLE SUITE 12081 1. THE FLOOR PLAN OF ROOMS 1080 & 308D ARE SIMILAR; THE FLOOR PLANS OF ROOMS 238D & 338D ARE OPPOSITE 9MIRRORED ALONG THE EAST WEST AXIS) 2. A ONE -HOUR RATING WILL BE MAINTAINED AROUND ALL EXHAUST AIR RISERS LOCATED BY THE TOILET AND SHOWER ROOMS PER FBC 707.4. ASI 0017/RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" =1.-0" & 1/2" = 1' -0" K) Cannon Design 2010 Sheet Ref No: A0111 CANVONDESIGN SD -A029 DOUBLE SUITE TOILET 37D 1 (237D) PARTIAL SECOND FLOOR PLAN - SOUTH 1/8" = 1' -0" SI I([ 1 A0122 (209 (209) HOWER 08C STORAG SINGLE 11' 11" PARTIAL SECOND FLOOR PLAN - NORTH S1-1[1 =1 A0121 ASI 0017 /RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" = 1' -0" ki Cannon Design 2010 Sheet Ref No: A0121 & A0122 CANVONDESIGN SD -A030 OUBLE SUITE (3380S PARTIAL THIRD FLOOR PLAN - SOUTH 1/8" = 1' -0" SMELT A0132 1W,R(307) l;3[ )7C DOUBLE SUITE 1 307 c5� h T(309D)DOUB E SUITE (309C0S STORAGE I one II 07LOILET DOUBLE SUITE 080) O8 (3o8D) 08A 30 HOWE O8C PARTIAL THIRD FLOOR PLAN - NORTH 1/8.. = 1'_0" SMUT /0131 ASI 0017/RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" = 1' -0" Sheet Ref No: A0131 8 A0132 ad Carman Design 2010 CAIWONDESIGN SD -A031 CANVONDESIG\ Architect's Supplemental Instruction No. 00018 1100 Wilson Blvd. Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Wall rating clarification Date: 11/21/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The enlarged plans on A0201 and A0202 were revised to reflect the proper wall ratings between suites and around exhaust air risers. Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditior Date: 11/21/2011 Contractor /CM Date; CD10 O7 6.4 15' - 10 3/4" f 4' - 4 7/8" 5'- 5 1/2" 4'- 8 1/4" SINGLE 103D 15' -3" 1' - 6" CLEAR (V SINGLE 4i \ ADA ROLL IN �% SHOWER 4 12 3' - 1 3/8" 5 - 4 7/8 SINGLE SUITE NOTE: REFER TO DETAIL 2/A0204 FOR PLAN VARIATION AT THIRD FLOOR 6' - 4 7/8" 8 1/• STORAGE SINGLE 311 r— 15 -33/4" 0 6'- 51/8" 1' -6" i i 30' - 4 1/4" SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0201 01 Cannon Desen 2010 CAIWONDESIGN SD -A032 NOTE: G.C. TO COORDINATE SHOWER STALL ROUGH -IN WITH 36" x 36" ADA UNIT SPECIFIED BY ENGENEER. DOUBLE BED ADA UNIT - RM 102 1/4" = 1-0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = Project No: 03617.00 Sheet Ref No: A0201 @ Cannon Design 2010 C NNONDESIGN SD -A033 NOTE: G.C. TO COORDINATE SHOWER STALL ROUGH -IN WITH 36" x 36" ADA UNIT SPECIFIED BY ENGENEER. RESIDENT ASSISTANT ADA UNIT - RM 104 1/4" = ASI00181RFI000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 114" = 1' -0" Sheet Ref No: A0201 © Cannon Design 2010 CAI NOIVETSIGN SD -A034 TRASH / RECYCL ROOM �( 1 247 I SINGLE BED UNIT (TYPE A) - RM 233 (RM 333 SIM.) 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21 11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: A0202 Cannon Desgn 2010 CAI NONDESIGN SD -A035 24' - 11 3/4" 1 - 1 7/8" 16' - 7 1/2" 0 DOUBLE 101A 1 II II 111 l A 8' -05/8' �� i TOILET 1.101 D 1, (101A) 0 7 v/E 1/2" 1' -21/2" 001D) 1 1 a. 604 15 v Sim. ho 0 O NOTE: THE FLOOR PLANS OF UNITS 107, 108, 111, 112, 201, 207, 208, 211, 212, 232, 235, 239, 240, 243, 301, 307, 308, 311, 312, 332, 335, 339, 340 & 343 ARE SIMILAR; THE FLOOR PLANS OF UNITS 105,109, 110, 113, 202, 205, 209, 210, 213, 231, 237, 238, 241, 242, 302, 305, 309, 310, 313, 331, 337, 338, 341 & 342 ARE OPPOSITE DOUBLE BED UNIT - RM 101 1/4" = ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0202 © Cannon Design 2010 CANNONDESIGN SD -A036 NOTE: THE FLOOR PLAN OF UNIT 304 IS SIMILAR; THE FLOOR PLANS OF UNITS 234 & 334 ARE OPPOSITE (MIRRORED ALONG THE EAST WEST AXIS) RESIDENT ASSISTANT UNIT - RM 204 1/4" =1.-0" ASI0018/ RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0202 © cannon Design 2010 CAM1ONDESIGN SD -A037 2 1.8 6" DIA. DAYLIGHT DRAIN, 18" ABOVE GROUND (TYP.) 1' -10 =53/4' 15' -5" c9 0 7 II I in NOTE: THE FLOOR PLANS OF UNITS 214 & 314 ARE SIMILAR; THE FLOOR PLANS OF UNITS 244 & 344 ARE OPPOSITE (MIRRORED ALONG THE EAST WEST AXIS) SINGLE BED UNIT (TYPE B) - RM 114 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0202 © Cannon Design 2010 CAI NONDESIGN SD -A038 CANSIONDESIG 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00020 Phone: 703 - 907 -2300 Title: Stair 3 Ceiling Date: 12/13/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The exposed areas at the stair 3 ceiling will be closed off with 2 -hour rated gypsum shaft wall assemblies. Wall type G2 will be added at the landing between the 3rd floor and the roof. This wall placed up against the tilt panel and run vertically until it meets the horizontal shaft wall. The horizontal shaft wall will be hung from the roof trusses and will run parallel to them. Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditior Date: 12/13/2011 Contractor /CM Date; 5 A0503 5' -21/4 25' - 2 3/4" 9' 2" _ 0 TREADS @ 11 n 9'- 11 1/2" (421) STAIR 3 S3 -04 FRP STAIR TREADS 1 9' - 2" = iO TREADS @ 11" STAIR 3 AT ROOF FLOOR 1/4" = 1' -0" 9'- 111/2" 10' - 10 1/2" • AIM U -du.i •11.•.1.1, 11I�.11P, ,1111M MOM - .1.11 \NI11•111110" SIM NW" �i�•�I�II 1•aI �• im�I�n••1� 11111 •1M11 1�0•/ 111N•� u1 1P- I• I•11o�lMnu L •u IN MO, MO m I. 1. 11�1 �0 •�1�ll0, • ■IU / /'1-jijiiijhl 111 ) HORIZONTAL SHAFT WALL R NER 258 - FASTENED TO ROOF TRUSSES. FRP STAIR TREADS of 0 STAIR 3 - SECTION LONGITUDINAL 1/4" = 1' -0" 11 n T.O. MANSAR 46' - 4" T.O. PARAPET 37' -8" ROOF LEVEL 37' - 0" THIRD FLOOR 25' - 0" ASI 0020/RFI 00079 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 12.12.11 Project No: 03617.00 Scale: 1/4' = 1' - 0" Sheet Ref No: A0503 0 Cannon Design 2010 CANsIONDESIGN SD -A040 CAN'ONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00024 Phone: 703 - 907 -2300 Title: Additional Outlets for Dryer Bay Date: 1/12/2012 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Refer to ASI 0024 and the attached response from the electrical engineer. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendota ExpeditioP Date: 1/12/2012 Contractor /CM Date; Moss & Associates, LLC C/O Barry University 11300 NW 2nd Av Miami Shores FL 33161 -6695 Subject: Outlets for Dryer Bay in Room 131 Project: Barry University Residence Hall Address: 11300 NW 2nd Avenue Miami Shores FL 33161 -6695 USA Phone: 954- 728 -0684 To: Lone Carter KAMM Consulting, Inc. F rr : Moss & Associates, LLC Fax: 954- 769 -8092 Charlie Arndall Request For Information 00103 Printed On: Date: 01/11/2012 Job: 2010023 Required: 01/18/2012 Est. Cost Impact : $ Est. Days Impact: 01/11/2012 Page 1 of 1 Co- Author: Contact: Co- Author RF1 Number: Reference: RFI Type: Construction Sub- Category: Electrical Request According to sheet A0603 Barry University will be installing 12 dryers, 6 double stacked dryers, on the south wall in Room 131. Referencing sheet E0402 Detail 7 for power supply there are only 6 outlets shown on the south wall of Room 131. Barry University will be installing Maytag MLE/MLG24PD in Room 131, see attached specifications for power requirements and overall dimensions. Please confirm if an additional 6 outlets, totaling 12, will need to be added to this south wall in Room 131 so all 12 dryers will have a power source. Mounting heights will need to be included if additional outlets are required. Suggestion Answer Accept Suggestion Answered By: Date: Signed: Distribution: Contact Nikoll Johnson pm3O1e Company Cannon Design Contact Peter Mendola Company_ Cannon Design LI AA-11 • 1ST FLO R LAUNDRY R•OM KEY NOTES 1/4"•.1'-0" PROVIDE NEMA CONFIGURATION 14-30R MANUFACTURER. COORDINATE RECEPTA MOiitsiTiNG-H8G{T FOR -STACK DRY'Eri ` WITH EQUIPMENT MANUFACTURER. REFERENCE: REV.11: ASI 0024 (RFI—00103) KAMM CONSULTING PROJECT #: PROJECT MANAGER: 1407 West Newport Center Drive Deerfield, Florida 33442 Phone 954.9491200 Fax 954.949.2201 engineeringekarnmconsulting.com Certification of Authorization #8189 DIRECTOR OF ELECTRICAL ENGINEERING Lon T. Carter Florida License #35249 DIRECTOR OF MECHANICAL ENGINEERING Mircea Pella Florida License #48798 date signed PROJECT: ADDITION 10 SHEET: BARRY UNIVERSITY E°4112 RESIDENCE HALL MIAMI FL SKETCH NO: DATE SK-1 01-12-12 ELEVATOR CAB LIGHTS DISCONNECT —� 20A 2P�' NEMA 3R LEVATOR DISCONNECT. EE SHEET E0501 FOR ETAILS. ELEVATOR CAB LIGHTS DI ONNECT 2P L1AA -3 LTAA 3 L1AA-7 L1AA -4 L1 AA-11 L AA -1 KEY NOTES PROVIDE NEMA CONFIGURATION 14 -30R • MANUFACTURER. COORDINATE RECEPTACLES - -"' MOUNTING -'HEIOHT'FOR'JSTACK'OR'Y£R WITH EQUIPMENT MANUFACTURER. 11 ASI 0024 / RFI 00103 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 01.12.12 Project No: 03617.00 Scale: 1/4" =1'.-0" c Cannon Design 2010 Sheet Ref No 7 / E0402 CArNONDESIGN SD -E002 SCHEDULE OF BRANCH CIRCUIT PANEL "L1AA" MAIN: 225 AMP MAIN LUGS ONLY SPEC: SQUARE D TYPE "NO" OR APPROVED EQUIVALENT MOUNTING: SURFACE VOLTAGE: 208/120V. 30, 4 WIRE AJC 5YMM: 10,000 DESCRIPTION RE GND. COND. ASHER ASHER ASHER ASHER WASHER WASHER DRYER 2/12 2/12 2/12 2/12 2112 2 12 2/10 1112 1/12 1/12 TRIP CKT. A PHASE B PHASE KVA KVA 2" 20 1 1.01 0.5 20 3 - 1.01 1.2 C PHASE KVA KT TRIP COND. CND. WIRE 2 20 2 1/12 2012 BUZZER DESCRIPTION SCHEDULE OF BRANCH CIRCUIT PANEL "L1AD" MAIN: 225 AMP MAIN LUGS ONLY SPEC: SQUARE D TYPE "NQ" OR APPROVED EQUIVALENT MOUNTING: SURFACE VOLTAGE: 208/120V, 30, 4 C 5790: 10.000 RE DESCRIPTION WIRE GND. COND. TRIP EMERGENCY PHONES d 2/8 r, 1/B 3 A PHASE KVA 20 1 0.41 1.2 B PHASE KVA C PHA5E KVA TRIP COND. GND. WIRE DESCRIPTION 2 4 20 1/2" I/12 2/12 00051 ERADOR STAFF APT. 20 1 2 1 12 2. 2 SMALL APPLIANCES STAFF APT. SMALL APPLIANCES STAFF APT. DISPOSER STAFF APT. RECPT. GENERAL USE STAFF APT RECPT. BATH RECPT. 8EDRM STAFF APT. RECPT. BEDRM STAFF APT. 511E LIGHTING DRYER ©9�0��9_vdQ'�9 .AF�"f� -_ ___ _ ttil�®D���vdpioIFI'dj .vvari J1�1LIl1AL /f�{1lI�Cid6JtiC11f�®v©rv�FliO SPARE ®MB� 12 20 Qd 1/12 ® SITE LIGHTING _ 14 20 vd 12 El moan .' 1� 3.0 0.8 20 . 3.01 0.6 ' 22 2 3.01.0.81 24 3.01 28 20 7.0I 1.0 1 28 20 1 "1 32 3D 2' DRYER DRYER DRYER DRYER DRYER 2/10 1/ 0 2/10 1/10 2110 1/10 2/10 1/10 2/10 1010 2/10 1/10 SITE LIGHTING SPARE /5\ WWA- SHER STA!?F' AjjrrTT DRYER STAFF APT 38 JIMMO AC m� ∎dl2I - 000 5 mW.�.l ®oorm•oeo SPACE maamrc =:Y.. 8.8 I s 20.PVIRMI flesrew 18.8 20.8 NOTE: MULTI -W16E BRANCH CIRCUITS ARE ACCEPTABLE IN LIEU OF THE SINGLE POLE BRANCH CIRCUITS INDICATED. PROVIDE MULTI-POLE BREAKERS FOR ALL MULTI -WIRE BRANCH CIRCUITS AS REQUIRED BY THE NATIONAL ELECTRIC CODE. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. KVA PER PHASE - CONNECTED (MINUS) DRYERS DEMAND FACTOR PER NEC 22D.54 TOTAL KVA PER PHASE - DEMAND SCHEDULE OF SERVICE SWITCHBOARD "SSBA" AIN: 4000 AMP / 3 POLE. "NW" RAME MAIN CIRCUIT BREAKER VOLTAGE: 208/120V, 30, 4 W1RE AIC SYMM: 65,000 SPEC: SWITCHBOARD SHALL BE SQUARE D TYPE "QED" WITH INDIVIDUALLY MOUNTED ELECTRONIC TRIP CIRCUIT BREAKER MAIN (ADJUSTABLE LONG 119E, SHORT TIME, AND INSTANTANEOUS TRIP FUNCTIONS) (LSI) AND GROUP MOUNTED I -UNE CIRCUIT BREAKER TYPE DISTRIBUTION SECTION, OR APPROVED EQUIVALENT. DESIGNATION DESCRIPTION SSBA -1 TVSS 4 20 2 1/12 2/12 LOBBY RECEPTACLES 2" 20 5 1.01 0.4 6 20 2" 1112 2112 LOBBY RECEPTACLES 1112 20 7 1 01 1.0 8 20 1012 2 20 9 1.01 1.0 10 20 12 1 DRYER 2/10 12 20 1112 2/12 ELEVATOR MACHINE RCP/LIGHT 2 1112 2/12 ELEVATOR PIT RCP/LIGHT 2 2 2 ELEVATOR PIT RCP 101-IT SUMP PUMP SUMP PUMP ALARM ELEVATOR CAB LIGHTS 1110 .' 1.0 ' 1 2 1/12 2112 301 1.0 1 2" 1/12 2/12 1po 3.011.0 1/z l 12 z/1z 3,01.1.0 - 301 1.0 ' 1/2" 1/12 2112 ELEVATOR CAB LIGHTS 3.0 1 1.0 3.0 1.2 ma�199�,sumvdo�� mar-alimanmvdminii FSIOt J.6.- 1l0ItTYZIWa�'m O ®IDmvdlII'� ©m ®� ST. RCPT 1I7dmL VII JJM1/1 9E7mvd9irasu r ANK ROOM DRYER 2/10 DRYER DRYER DRYER AUTOMATIC DOOR OPENER AUTOAATIC DOOR OPENER 2/12 1012 SPARE NOTE: MULTI -W1 : ARCH CIRCUITS ARE ACCEPTABLE IN LIEU OF THE SINGLE POLE BRANCH CIRCUITS INDICATED. PROVIDE MULTI -POLE BREAKERS FOR ALL MULR -WIRE BRANCH CIRCUITS AS REQUIRED BY THE NATIONAL ELECTRIC 000E. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. 2/10 2/10 2/10 1110 1110 2 2 3 4 3/4" 3/4" 3/4" EXTERIOR RECEPTACLES CORRIDOR RECEPTACLES MAIL ROOM RECEPTACLES BATHROOM RECEPTACLES SSBA -2 ELEVATOR 12 05BA -3 ELEVATOR 1 SSBA -4 PANEL 1.344 SSBA -5 PANEVI.3AC1 SSBA -B CHILLER 01 SSBA -7 PAl .. AA` .1211(8"" -- SSBA -6 PANEL "12AC "'.' 4245" SSBA -9 CHILLER 2 SSBA -1 3 6iS ON SSBA -11 PAN E� .FSA : LE'. SSBA -12 l NEI"""L1AC 0584 -13- P40400 -°L1 AC' CIRCUIT BREAKER FRAME TRIP POLES 3 FEEDER JG 2004 3 3- 250MCM AL & 1/80 18 2 -1/2" JO 200A 3 3- 250MCM AL k 1':C IN 2 -1 2" 2 SETS OF 4- 2500CM AL & 1/30 IN 4" DF 41 250MCM AL. k 11130 19 4" 3- 500909 AL k 1/4C-CU IN 3 -1 2" X26 S OF- 4=250809 A-1.7371 GIN 4' 2 SETS OF 4- 2500094 AI k i075 INS 4-arts-Orr-Sauna M L IN 3 -1 (2 , 10 & 1 33-. ?N'�4 A PHASE B PHASE C PHASE KVA KVA KVA NOTES 144 144 144 OM A 1 5 mil. JT1M '� 0 4 -a.... « k t u N a NV -- _WOTANW M* !�-. 4- 300MCM AL & 1/44G IN 3 + �� 4-3001ACM AL k tHG IN.3r. -' 4- 3009094 AL k 1 W 3" 4- 300M0M AL k 1/90 IN 110 177 iI1 71 ■ Al_ & 1/130- CUB -1A2� AL & 1 0 -00 IN 2 -1/2" 3 4 0 AL & 1960 -CU IN 2 -1/2" 4.4 SSBA -14 PANEL "L1AB" 5 15 PANEL L1AA IS BA -16 T(i) " 55BA -17 RTU -2 SSBA -18 RTU -3 SSBA-19 BREAKER PROVISION SSBA -20 BREAKER PR0NSI01 ,SSBA -21 BREAKER PRO1SION SSBA -22 BREAKER PROVISION "SSBA -23 BREAKER PROVISION SSBA -24 BREAKER PROVISION 4 14 (J - 225A 3 4004 3 - 4004 3 20.7 KVA PER PHASE - CONNECTED DRYERS DEMAND FACTOR PER NEC 220.54 17.7 19.2 17.2 .'TOTAL KVA PER PHASE- DEMAND 1k2.5,_ 1500.- ...143.3 AMPS PER PHASE 54.1 TOTAL KVA IIIIMIESIMMMEMMEMID N01F5: QA PROVIDE W1TIN INTERNALLY MOUNTED SURGELOGIC 180KA TRANSIENT VOLTAGE SURGE SUPRESSION. Q SEE DETAIL SHEET 00701. 1379.5 VA PER PHASE AMPS PER PHASE OTAL KVA A ASI 0024 / RFI 00103 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 01.12.12 Project No: 03617.00 Scale: N/A Sheet Ref No: 00601 6 Cannon Design 2010 CANSIONDESIGN SD -E003 CANSJONDESIG\ Architect's Supplemental Instruction No. 00027 1100 Wilson Blvd. Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Kitchen Hood Exhaust Date: 3/9/2012 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Mechanical drawings revised to reflect the addition of an exhaust duct and louver for the hood in the staff apartment kitchen. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 3/9/2012 Contractor /CM Date; Expeditior® ti l 16X12 EALTh I O, CFM BOTH! 9' -4' T 24X24ARG EXHAUST FD(A) AI- IU -2.0 2 STAFF APARTMENT HILL YORK CORPORATION I THE AIR CONDITIONING PEOPLE ❑ 2125 SOUTH ANDREWS AVENUE. FT. LAUDERDALE, FL (954) 525 -2971 • 3921 WESFDATE AVENUE. WEST EM.M BEACH. FL (581) 689 -7355 THIS DRAWING 1D BE USED ONLY BY WRITTEN AUTHORIZANON ASI 0027 KITCHEN HOOD EXHAUST Date : 2/20/2012 Drawn By : STEVE BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Scale : 1/4 " =1' -0" Job No.: 50 -826 Sheet No.: SD M0003 CANJONDESIGN Answer to RFI No. 00096 Title: Stair Well #3 HVAC Project: Barry University Residence Hall Cannon Project Number: 0361700 To: Moss and Assoiciates Initiated: 12/30/2011 2101 N. Andrews Avenue Completed: 1/4/2012 Suite 300 Required: 1/6/2012 Ft. Lauderdale, FL 33311 Attn.: Charlie Arndall REQUEST: During Cannon's site visit on 12/22/11 it was noted that when door 100C is held open as originally designed this will cause the conditioned air in the lobby to infiltrate stair well #3. Thus the first floor HVAC system will be operating more frequent to make up for the loss of condition air. Hill York has come up with a resolution to solve this problem at each floor. See attached proposed sketches 1. First Floor: The 14 "x12" duct connected to AHU 1 -1 will be tapped by a 6" round duct. Option A - Is placing a 12 "x6 "unidirectional louver in the soffit of the lobby above door 100C so that condition air enters stair well #3 through the held open doors. Option B - Saw cut the tilt wall panel above door 100C and place a 12 "x6" fire damper in this opening to provide condition air to stair well #3 at the first floor. 2. Second & Third Floor: The 12 "x12" duct running the length of he corridor will be tapped by a 8" round duct and routed to an opening that has been saw cut above doors 221 & 321. A 12 "x6" fire damper will be placed in this opening to provide conditioned air to stair well #3 at floors two and three. Please advise on Option A or B for the first floor and mounting heights for the louvers at each floor. ANSWER: Option B is acceptable for the first floor. The bottom of opening should be 9' -8" above the slab on grade. At the 2nd and 3rd floors the bottom of opening should be 9' -8" above the stair landing. Answered By: Cannon Design Signed: Peter G. Mendola Date: 1/4/2012 Expedition® Page 1 of 1 -1 i ttr=fttIttt,tV. 450 CF11, ttt CANSIONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00001 Phone: 703 - 907 -2300 Title: Exterior Louver Sizes Date: 7/27/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale F,j_� 3,3311 Attn: Sherry Werner xrr.s 1. 4 NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The attached sketches reflect the e-mail coordination that took place on 07/26/11 in regards to the exterior louver sizes. Please note that the louver along column line G.8 was eliminated and the louvers within the food service/ retail area were changed to L -3. r;-f ALL FEr >ERA.L AND i Issued By:Cannon Design Signed: Accepted By: Moss and Assoiciates Signed: Peter G. Mendola Date: Contractor /CM Date; Expeditiorr LOUVER TYPES ASI -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Scale: N.A. Project No: 03617.00 Sheet Ref No: A1002 © 2010 Cannon Design CANNONDESIGN SD -A001 J.8 CONCRETE FL TILE, TYP. SECURITY CAMERA OUTSIDE AIR LOUVER, UNLESS NOTES OTHERWISE, LOCATE C.L. OF DOOR/WINDOW. (TYP.) 6" DIA. DAY IGHT DRAIN, 18" ABOVE (ROUND (TYP.) EIFS BANDING FINISH WITH H TEXTURED COATING ND PAINT, TYP. D 6' 1! (1 EXTERIOR ELEVATION - EAST ASI -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Project No: 03617.00 Scale: 1/8 " =1' -0" Sheet Ref No: Partial of 1/A0301 © 2010 Cannon Design CAI'NONDESIGN SD -A002 FIXED WINDOW SYSTEM, TYP. HOLLOW METAL DOOR WITH PAINT EXTERIOR COURTYARD ELEVATION - SOUTH AS I -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Scale: 1/8"=1'-0" Project No: 03617.00 Sheet Ref No: Partial of 2/A0303 © 2010 Cannon Design CAFINONDESIGN SD -A003 C C T.O. MANSARAit 46' - 4" T.O. PARAPET 3T - 8" ROOF LEVEL 37' - 0' THIRD - 0" FLOOR 25 SECOND FLOOR 13' -0" FIRST FLOOR 0" AS I -0001 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 07.27.11 Scale: 1/8"=1-0" Project No: 03617.00 Sheet Ref No: 4/A0303 © 2010 Cannon Design CAN%IONDESIGN SD -A004 CAN'ONDESIG\ 1100 Wilson Blvd. Architect's Supplemental Instruction No. 00004 Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Elevator Partition Infill / N. JC Date: 9/12/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheets: SD A006 - A008 Description: The attached sheets reflect the partition infill at the Elevator entries as well as the chase revision within the Janitors Closets on the North side of the building that were requested by Rightway Plumbing. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 9/12/2011 Contractor /CM Date; ExpeditiorP 15'- 103/4" 1 4' -47/8" 6.4 5'- 51/2" 4' -81/4" SINGLE -------- - - - -4— 6" 1 - 6" 4' - 2 1' -6" CLEAR SINGLE ADA ROLL IN SHOWER/ N SINGLE i I1036I – SINGLE SUITE STORAGE 6' - 4 7/8" 8 1/2� SINGLE 0605 16 Sim. ,J 15 -33/4 5' -47/8 2' -61/4" 7' - 1 3/8" 30' -41/4" SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4" =1.-0" ASI 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1/4" - 1' -0" Sheet Ref No: 1 / A0201 C Cannon Design 2010 CANsIONDESIGN SD -A006 15' - 2" HOISTWAY AND PIT HOISTWAY AND PIT ELEVATOR ENLARGED PLAN AT FIRST FLOOR AS 1 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1/4" = Sheet Ref No: 1 / A0505 © 2010 Cannon Design CANNONIDESIGN SD -A007 4$ ALIGN er 10" TYP. PLAN DETAIL AT ELEV. OPENING 1 1/2" = AS 1 0004 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 09.12.11 Project No: 03617.00 Scale: 1 1/2" = 1' -0" Sheet Ref No: 8 / A0505 © 2010 Cannon Design CAN'JONDESIGN SD -A008 Cr4NVONDESJGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00007 Phone: 703 - 907 -2300 Title: Trash Chute Details Date: 9/22/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheet: A0506 Description: Response to RFI 00046. Trash chute was modified above the roof level to allow the chute to vent outside of the mansard roof. Also, Door 135B was eliminated and replaced with a 90 minute rated, ADA pneumatic chute door similar to the levels above. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 9/22/2011 Contractor /CM Date; ExpeditiorP ffe2NR=Irs'.= „ EE`YaigMc''E WA",irr frr:411.11.--1“ 1111 IN "47 ir TRASH CHUTE ENLARGED PLAN AT ROOF OTRASH CHUTE ENLARGED PLAN AT THIRD FLOOR rrAIr "",,* =,,R=EZ,Mppg',V4. r=rgEnffu5p2L-g ()TRASH CHUTE ENLARGED PLAN AT SECOND FLOOR 111;;IRDI 17,10 B LABE L 1000r gef',E=ITS IjrcHcFoUTITAr SUPPLIER ;LXvIE ALUMINIZE 1MTRASH CHUTE SECTION ()TRASH CHUTE ENLARGED PLAN AT FIRST FLOOR Barry University Residence Hall irViC ',SS FF)SA 002 L0020,2, 0,0,, 00001 T19,1.02,3200 F. 9..520.0177 Fl '2'.S1,2205'02 'OS 20'0 '2'0111 2 DISCIPLINE COORDINATION 02.20.2011 1 12, PERMIT REVISION 02.22.2011 TRASH CHUTE PLANS, SECTIONS & DETAILS PL0,0011,0 0,617 00 A0506 CAtNONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00010 Phone: 703 - 907 -2300 Title: Trash Chute Revision Date: 10/11/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Trash Chute and its enclosure edited to utilize standard flashing cap. Refer to SD A013. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 10/11/2011 Contractor /CM Date; Expeditor. .11u.1�.uu1�..rr ■irIu.i�lu11W ■n1•u1•t�10 m.i I.P IP 11•n•r.v iii� Vi' 111 2HR FIRED RATED ENCLOSURE. I�� 1II J G.C. CORRODINATE WITH SUPPLIERS I I � T.O. MANSARAI 46' - 4' TRASH CHUTE SECTION ROOF LEVEL� 37' - 0" 1/4" =1-0" 2HR FIRED RATED ENCLOSURE. G.C. CORRODINATE WITH SUPPLIERS TRASH CHUTE SECTION ROOF LEVEL 37' - 0" 1/4" = 1' -0" 11.11111•unni11.11111 •111 OIIi1111II IIIIIr11uJra Ilul■IOQUUI11■Irem IrI111III1uIUIIu !irr 1■IOIuI1 lP0! OI■UIRI1/�_ -. ;E1 amino r j_ar: IiI1111.III r�pr��pr= II III r-- affe =r�� 11 ��I �e�1111111: re■ r r i���rm■ w r -ra r �� -11r -111 e 4 2HR FIRED RATED ENCLOSED WALLS. G.C. CORRODINATE WITH SUPPLIERS 0506 METAL PANEL WRAP TO MATCH BACK OF MANSARD ROOF TO BE PROVIDED BY ROOFER. A A mi. C gm� m e I IPPON 101/4' 'r 0 24" DIA. TRASH CHUTE CONSTRUCTED OF 16 GAUGE ALUMINIZED STEEL TRASH CHUTE ENLARGED PLAN AT ROOF 1/4" =1.-0" ASI 0010 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.10.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0506 © Cannon Design 2010 CAIWONDESIGN SD-A01 3 a CANNONDESIG\ 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00012 Phone: 703 - 907 -2300 Title: Partition Rating /Chute Doors Date: 10/25/2011 Project: Barry University Residence Hail Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Sheets: A0211, A0506, and A1001 Enlarged plan details edited to illustrate proper rating between suites and around columns /risers. Partition type 'S' was replaced with partition type 'H', which implements the UL design U420. Also, the description on the trash chute doors was revised to eliminate the word pneumatic per the GMP. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Expeditior Peter G. Mendota Date: 10/25/2011 Contractor /CM Date; RECESSED FEC; G.C. 70 COORDINATE DEPTH AND WIDTH OF POCKET. RECESSED FEC, G.C. TO COORDINATE DEPTH AND WIDTH OF POCKET. PLAN DETAIL @ COLUMN TYP. 1 1/2" = 1' -0" 8 1/2" PLAN DETAIL @ FEC 1/T = 1' -0" PLAN DETAIL @ FEC 1/2" = 1'-0" ASI 0012 /RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Project No: 03617.00 Scale: 1" = 1' -0" Sheet Ref No: A0211 Cannon Design 2010 CAF NONDESIGN SD-A01 6 REVISED • T. r °TRASH CHUTE SECTION o�.�11 °� ol:nEE000. LABEL a«. MINUTES. oar °o� CHUTE °KANO °ORDINATES WI 6 GAUGE STEEL oMw�Ee Q CHUTE DOOR 0 I I/2 BOOR UL LIETE0 a LABEL TF,gsT FLOO ANUTES,T,v SEO,EN eNwNEEN INA —LSTR _ 3 TRASH CHUTE ENLARGED PLAN AT THIRD FLOOR DEGREE MAX. AE TPASN CHUTE OPENING, 2 TRASH CHUTE ENLARGED PLAN AT SECOND FLOOR TRASH CHUTE ENLARGED PLAN AT FIRST FLOOR ASI 0012/RFI 00063 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 1024.11 Project No: 03617.00 Scale: 1/8" = 1-0" k, Cannon Design 2010 Sheet Ref No: A0506 GANVONDESIGN SD -A017 UNDERSIDE OF DECK ABOVE FIRE RESISTIVE JOINT SYSTEM DEFLECTION TRACK FINISHED CEILING (SEE RCP) SOUND ATTENUATION BLANKET (SEE SCHEDULE BELOW) BRACE @ EACH STUD @ 48" 0.C. MAX VERT. STEEL STUD FRAMING (SEE SCHEDULE BELOW) (1) LAYER OF 5/8" GWB AT EACH SIDE ACOUSTICAL SEALANT FINISHED FLOOR SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN BLANKET KEYED NOTES ® 2-1/2" SEE PLAN NONE N/A ® 2-1/2" PAN 3" N/A ® 3 -5/8" SEE PLAN NONE N/A ® 3 -5/8" SEE PLAN 3" N/A 1 HR RATED PARTITION SCALE: 1 1/2" = NOTE: PATITION TYPE 'S' REMOVED AND REPLACED WITH TYPE 'H' UL DESIGN U420 RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Scale: 1 1/2" = Project No: 03617.00 Sheet Ref No: A1001 © 2010 Cannon Design CAN'.JONDESIGN SD -A018 DIM. VERIES DUE TO RISER SIZE. G.C. TO REFER TO MECHANICAL DRAWINGS. RFI 00064 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 10.28.11 Scale: 1/2" = 1-0" Project No: 03617.00 Sheet Ref No: © 2010 Cannon Design CAtNONDESIGN SD -A015 REVISED ONLINE CERTIFICATIONS DIRECTORY Page Bottom Design No. U420 BXUV.U420 Fire Resistance Ratings - ANSI /UL 263 Design /System /Construction /Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI /UL 263 See General Information for Fire Resistance Ratings - ANSI /UL 263 Design No. U420 October 18, 2011 Nonbearing Wall Rating — 1 or 2 HR. HORIZONTAL SECTION VERTICAL SECTION 1. Studs — Channel shaped, min. 1 5/8 in. depth. Fabricated from No. 25 MSG galv steel. Studs to be cut 1/4 in. less than assembly height. 1A. Framing Members * — Steel Studs — As an alternate to Item 1 for a 2 hour rating only - For use with Item 3A, channel shaped studs, min 1 -5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD http: / /database.ul.com/cgi- bin /XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD 1B. Framing Members * — Steel Studs — As an alternate to Item 1- For use with Item 3B, channel shaped studs, min 1- 5/8 in. wide, fabricated from No. 25 MSG galv steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. KIRII (HONG KONG) LTD — Type KIRII 2. Bracing — Cut from the steel runners, min. 4 -1/4 in. long, fastened to the studs with two No. 8 by 1/2 in. long self - drilling, self- tapping steel screws in each stud. As an alternate, but limits the stud cavity depth to maximum 9 -1/2 in., cut from the gypsum wallboard, 9 -1/2 in. long and 12 in. wide, fastened to the studs with three Type 5 wallboard screws in each stud. Vertical spacing of bracing not to exceed 48 in. OC. 3. Floor and Ceiling Runners — Channel — shaped 1 5/8 in. wide with 1 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and ceiling with fasteners spaced 24 in. OC. 3A. Framing Members * — Floor and Ceiling Runners — (Not shown) — As an alternate to Item 3 for a 2 hour rating only - For use with Item 1A, channel shaped, min 1 -5/8 in. wide, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK 3B. Framing Members * — Floor and Ceiling Runners — (Not shown) — As an alternate to Item 3 - For use with Item 1B, channel shaped, min 1 -5/8 in. wide fabricated from No. 25 MSG, attached to floor and ceiling with fasteners 24 in. OC. max. KIRII (HONG KONG) LTD — Type KIRII 4. Gypsum Board* — Nom 5/8 in. thick gypsum board with beveled, square, or tapered edges. For 1 Hr Rating — One layer of gypsum board to be used. Applied vertically with joints centered over studs. Fastened to studs with 1 in. long, Type S, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. For 2 Hr Rating — Two layers of gypsum board to be used. The inner layer to be applied in the same manner as for the 1 Hr Rating. The outer layer to be fastened to the studs (through the inner layer) using 1 5/8 in. long, Type 5, wallboard screws spaced 8 in. OC at the joints, located 3/8 in. from the edges and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. Joints to be staggered 24 in. from the inner layer. Any UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. See Gypsum Board (CKNX) category for names of Classified companies. 4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (2 -hr system) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed with steel framing. Horizontal edge joints and horizontal butt joints in adjacent layers (2 -hr system) staggered a minimum of 12 in. For the single layer system, panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when applied vertically. For the double layer system, base layer panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 16 in. Face layer panels attached to steel studs and floor runner with 1 -5/8 in. long Type S steel screws spaced 16 in. OC. CGC INC — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 JJ,4 4. • 11 � �. J .... .....1,.1,.......,.....1114.1b1, . 4.1 .10., »4, J ... UNITED STATES GYPSUM CO — Type AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1 -1/4 in. CGC INC — Types AR, IP -AR. UNITED STATES GYPSUM CO — Types AR, IP -AR. USG MEXICO S A DE C V — Types AR, IP -AR. 4C. Wall and Partition Facings and Accessories* — (As an alternate to Items 4 through 4B) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. SERIOUS ENERGY INC — Types QuietRock ES, QuietRock 527. 4D. Gypsum Board* — As an alternate to Item 4 - For 2 Hr Rating - Nom. 5/8 in. thick gypsum board with beveled, square, or tapered edges. Two layers of gypsum board to be used. Inner layer applied vertically with joints centered over studs. Fastened to studs with 1 in. long, Type S, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges, and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. The outer layer to be fastened to the studs horizontally using 1 5/8 in. long, Type 5, gypsum board screws spaced 8 in. OC at the joints, located 3/8 in. from the edges and 12 in. OC in the field. Fasteners to be spaced 8 in. OC at the runners. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C or PG -11. 4E. Gypsum Board* — (As an alternate to Item 4A, not for use with Items 1A and 3A) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4A. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. 6. Batts and Blankets* — (Optional, not shown) Glass fiber batts may be installed in the interior or wall cavity. The max thickness of the batts shall be 2 1/2 in. for the walls with 2 Hr assembly ratings and 3 1/2 in for the walls with 1 Hr assembly ratings. Attached to wallboard with wire staples spaced horizontally 12 in. OC and vertically 24 in. OC. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC OWENS CORNING 6A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) — Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib /ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib /ft3. http: / /database.ul.com /cgi- bin /XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 6B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) and Item 6A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 6C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 6) - Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs /ft3. INTERNATIONAL CELLULOSE CORP — Celbar -RL 7. Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. 2 -Hr System - Applied vertically with vertical joints centered over studs. Face layer fastened over gypsum board to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. NATIONAL GYPSUM CO — Type PermaBase *Bearing the UL Classification Mark Last Updated on 2011 -10 -18 Ouestions? Print this page Notice of Disclaimer Page Top Copyright © 2011 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc. ®" http: / /database.ul.com /cgi- bin /XYV /template /LISEXT/ 1 FRAME /showpage.html ?name =... 10/28/2011 CANSIONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00014 Phone: 703 - 907 -2300 Title: West Overhang Drainage Date: 11/7/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Drawings revised to incorporate drainage at west overhang as discussed in the project coordination. Drainage will include two deck drains that will be piped back into the building. Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 11/7/2011 Contractor /CM Date; Expeditiorr 16' -2" I II II II ENLARGED PLAN - LOBBY AT SECOND FLOOR 1/4" = 1-0" ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 1/A0204 © Cannon Design 2010 CAI NONDESIGN SD -A019 iI � I A ® 111 I 11 1 1 I 11 num ■ 1 I F III Z Sim . A0411 441 r7-+11v1 t1 rr./ SEE SCHEDULE FOR PARTITION TYPES ■ SECCilD FLOO 13' -0 SEE REFLECTED CEILING PLANS FOR CEILING TYPES AND HEIGHT SEE LANDSCAPE DWGS. FOR FINISHED GRADE .111 =1I1 =111111111111= 111 - 111 =111 - III - III - III - III - III -I I( -i I f -I I f -I i f -i I t- III - III -III -! ! -I f 1= WALL SECTION 05 3/8" = M FIRST FLOOR 0 ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 3/A0402 0 Cannon Design 2010 CAKNONDESIGN SD -A020 1 1/2" X 1 1/2" ALUM. ANGLE. ALIGN WITH BACK OF TILT PANEL COLUMNS AT WEST EDGE. HOLD SIMILAR DIMENSION AT SIDE EDGES. TOPPING COMPOUND FINISHED WITH A TRAFFIC COATING. SLOPED AT 1/4" PER 1' -0 ". SLOPE -� 10" SQUARE TOP DECK DRAIN. ZURN 158 6" CONCRETE SLAB NOTE: 1. DECK DRAIN TO BE PIPED BACK INTO BUILDING. REFER TO PLUMBING DRAWINGS. 2. A 16" HOLE WILL BE CORED INTO THE SLAB TO ACCEPT THE DECK DRAIN. ONCE SET THE DRAIN WILL BE CAST IN PLACE. 3. THE TILT PANEL UNDER THE OVERHANG WILL BE CORE DRILLED TO CREATE A PENETRATION TO ACCEPT THE PLUMBING FROM THE DECK DRAIN. REFER TO PLUMBING DRAWINGS. i o■ SECTION DETAIL - WEST OVERHANG 3" X 1" ORNAMENTAL METAL TUBE GUARD RAILING. TYP. TILT -UP CONCRETE COLUMN BEYOND CUSTOM ALUM. SHAPE SECOND FLOOR 13' -0" EIFS SYSTEM W/ TEXTURED COATING AND PAINT (TYP.) TILT -UP FEATURE PANEL STUCCO CEILING. SEE REFLECTED CEILING PLAN FOR HEIGHT 1" 1' -0" ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: Refer to Title Mark Sheet Ref No: 3/A0414 0 Cannon Design 2010 CANNONDESIGN SD -A021 arEFIGTIT r'° CONCRETE FLAT TILES ADO ROOrS?ATENILTRRFE!''ARD MNETTITZLEZTAnG0'.C. EIFS SYSTEM WI TEXTURED COADND AND PAIN,T, TEXTURED COATING AND PAINT ITYPDPANEL DDT) g4,1TAWEr EIFS SYSTEM WI TEXTURED COATING AND PAINT MP (4D,IrTaL MET. I HI 111=111 EIHEIMIEREIHEll 91, II 11 11 11W=74Y4V0 OWALL SECTION 04 4e), PLYAN OD ON TOP OF MAID CONC ETE FLAT TILES AN ROOF ',STEM W/ PPE- L'ANITzLaTAnG.E.ci EIFS SYSTEM WI TEXTURED COAT/NG AND PAINT ,TVE ) TM-774 TO' UR CONCRETE PANEL 1 -T,7-r=s4'117,..r—Ag°1 PAINT (TV ) SEE SCHEDULE FOR PARTITION TYPES SEE LANDSCAPE DWGS FOR FINISHED GRADE meEL11.diE- Izalz: IEHE-mE +49T_Lila riElliE111=1111E1 1111=111=111=111=11 OWALL SECTION 03 ASI 0014 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.07.11 Project No: 03617.00 Scale: 3/16" = Sheet Ref No: A0402 ,D Cannon Design 2010 CANNONDESIGN SD-A022 CANNONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00015 Phone: 703 - 907 -2300 Title: Mech. Riser Rm. 317 Date: 11/9/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The mechanical riser at suites 203 and 303 has been revised to allow the riser to run vertically through storage room 317. Issued By:Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 11/9/2011 Contractor /CM Date; Expeditior 6.4 Q 16 2" 6'- 91/2" . 11' -11" 19'- 01/2" SINGLE C.8 (303C) ELEC. (303B) SW (LE SUTTE SINGLE 1 SINGLE E.2 TOILET DOUB E DOUBLE UBLE SUITE 01) (302 (3028) DOUBLE SHOWER SHOWE BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Scale: 1/8" = 1' -0" © Cannon Design 2010 11 3 3 1 5131 Project No: 03617.00 Sheet Ref No: 1/A0131 A0211 SD -A023 ASI 0015 NOTE: REFER TO DETAIL 2/A0204 FOR PLAN VARIATION AT THIRD FLOOR SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4" = 1' -0" ASI 0015 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: 1/A0201 C Cannon Design 2010 CAI NONDESKGN SD -A024 SINGLE 13030 (3030) SINGLE 13038 (303B) SINGLE 303A (303A) (3034 SHOWER �I 1303E 1 / SINGLE SUITE 303 14" X 14" DUCT. REFER TO MECH. DWGS. 0 M 0) I1' - 10 " f1- 303) "- v f STORAGE r 317 317 6" X 26" DUCT. REFER TO MECH. DWGS. ENLARGED PLAN - STORAGE ROOM 317 1/4" = 1' -0" ASI 0015 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.08.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: 2/A0204 0 Cannon Design 2010 CANNONDESIGN SD -A025 ir <t 8x6 SR 100 CFM l ur.a _ ; 1 17 8x6 SR 100 CFM HILL YORK CORPORATION 2nd LEVEL RELIEVE RISER RELOCATION I THE AIR CONDITIONING PEOPLE I O 2125 SOUTH ANDREWS AVENUE, FT. LMIOEROALE FL (954) 525 -2971 • 3921 91:51111E AVENUE NEST MIA BEACH. FL (561) 699 -7355 1165 DRAWING 10 BE USED ONLY BY WWTIE1 AUTHORIZATION BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Date : 11/-1 /2011 Drawn By : STEVE Scale : 1/4" = ASI #15 Sheet No.: SD M0001 a �il 1'w�Iit ; 84 SR 100 CFM D(G) 8x6 SR ;100 CFr 8x6 SR 100 CFM HILL YORK CORPORATION 3rd LEVEL RELIEF RISER RELOCATION Date : I I/7 /2011 Drawn By : STEVE THE AIR CONDITIONING PEOPLE I ▪ 2125 SOUTH ALMS AVENUE. FT. lAUCENDALE. FL (954) 525 -2971 • 3021 NI6TWTE AVENUE. WET PALM BE/CH. FL (561) 889 -7355 11#S DRAWING 70 BE USED ONLY BY WRITTEN AU1HOmzAT1ON BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Scale : 1/4" = I'-0' ASI #15 Sheet No.: SD M0002 CA NONDESIGN Architect's Supplemental Instruction No. 00017 1100 Wilson Blvd. Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Toilet Room Bump Out Date: 11/21/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and retum a copy to the Architect. DESCRIPTION: A bump out was added in toilet rooms 108D, 208D, 238D, 308D and 338D in order to accommodate the space needed for the exhaust air riser. Issued By :Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expeditior® Date: 11/21/2011 Contractor /CM Date; 7OUBLE SUITE (107D) 107 TOILET 08 DOUB 1E SUITE HOWER •Ot���I��08D) 1 8 (1080 08C PARTIAL FIRST FLOOR PLAN - NORTH 1/8" = 1' -0" SHEET A0111 1 ALIGN CAP SIM. 5' - 8 1/8' Alk SIM l TOILET I208D I ow moo moo mow ow i (208D) ALIGN • NOTE: DOUBLE I208A DOUBLE SUITE 1208 1. THE FLOOR PLAN OF ROOMS 108D & 308D ARE SIMILAR; THE FLOOR PLANS OF ROOMS 238D & 338D ARE OPPOSITE 9MIRRORED ALONG THE EAST WEST AXIS) 2. A ONE -HOUR RATING WILL BE MAINTAINED AROUND ALL EXHAUST AIR RISERS LOCATED BY THE TOILET AND SHOWER ROOMS PER FBC 707.4. ASI 0017 /RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" = 1' -0" & 1/2" = 1' -0" FJ Cannon Design 2010 Sheet Ref No: A0111 CANVONDESIG■ SD -A029 SINGLE 1234A 1 _ Opp. STUDY ROOM 236 DOUBLE —I 238A I DOUBLE -1 —� II (238D) DOUB (2380) S E SUITE 1- 2 Opp DOUBLE SUITE PARTIAL SECOND FLOOR PLAN - SOUTH 1/8" =1' -0" SHEET A0122 07 OUBLE SUITE PARTIAL SECOND FLOOR PLAN - NORTH 1/8" =1 -0" SHEETA0121 ASI 0017 /RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" = 1' -0" ® Cannon Design 2010 Sheet Ref No: A0121 & A0122 CANVONDESK;N SD -A030 DOUBLE SUITE DOUBLE SUITE PARTIAL THIRD FLOOR PLAN - SOUTH 1/8^ =1' -0• SHEET A0132 PARTIAL THIRD FLOOR PLAN - NORTH =1' -0" SHEET A0131 ASI 0017 /RFI 00067 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.15.11 Project No: 03617.00 Scale: 1/8" = 1' -0" Sheet Ref No: A0131 & A0132 O Cannon Design 2010 CAFNONDESIGN SD -A031 CANSIONDESIGN 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00018 Phone: 703 - 907 -2300 Title: Wall rating clarification Date: 11/21/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The enlarged plans on A0201 and A0202 were revised to reflect the proper wall ratings between suites and around exhaust air risers. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Expedition® Date: 11/21/2011 Contractor/CM Date; SINGLE SUITE NOTE: REFER TO DETAIL 2/A0204 FOR PLAN VARIATION AT THIRD FLOOR SINGLE BED ADA UNIT - RM 103 (RM 203 & 303 SIM.) 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: A0201 ■ Cannon Design 2010 CAI NONDESIGN SD -A032 NOTE: G.C. TO COORDINATE SHOWER STALL ROUGH -IN WITH 36" x 36" ADA UNIT SPECIFIED BY ENGENEER. DOUBLE BED ADA UNIT - RM 102 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: A0201 © Cannon Design 2010 CANsIONDESIGN SD -A033 NOTE: G.C. TO COORDINATE SHOWER STALL ROUGH -IN WITH 36" x 36" ADA UNIT SPECIFIED BY ENGENEER. RESIDENT ASSISTANT ADA UNIT - RM 104 1/4" =1.-0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 1/4" = 1' -0" Sheet Ref No: A0201 0 Cannon Design 2010 'ONDWM , SD -A034 SINGLE SUITE SINGLE BED UNIT (TYPE A) - RM 233 (RM 333 SIM.) 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: A0202 O cannon Design 2010 IONDWM , SD -A035 NOTE: THE FLOOR PLANS OF UNITS 107, 108, 111, 112, 201, 207, 208, 211, 212, 232, 235, 239, 240, 243, 301, 307, 308, 311, 312, 332, 335, 339, 340 & 343 ARE SIMILAR; THE FLOOR PLANS OF UNITS 105, 109, 110, 113, 202, 205, 209, 210, 213, 231, 237, 238, 241, 242, 302, 305, 309, 310, 313, 331, 337, 338, 341 & 342 ARE OPPOSITE DOUBLE BED UNIT - RM 101 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Project No: 03617.00 Scale: 114" = 1' -0" Sheet Ref No: A0202 © Cannon Design 2010 CAI NONDESIGN SD -A036 NOTE: THE FLOOR PLAN OF UNIT 304 IS SIMILAR; THE FLOOR PLANS OF UNITS 234 & 334 ARE OPPOSITE (MIRRORED ALONG THE EAST WEST AXIS) RESIDENT ASSISTANT UNIT - RM 204 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = 1' -0" Project No: 03617.00 Sheet Ref No: A0202 © Cannon Design 2010 CANNONDESIGN SD -A037 6" DIA. DAYLIGHT DRAIN, 18" ABOVE GROUND (TYP.) 1' -10 "53/' 15' -5" (1) 1' - 1 7/8" TOILET 0 SINGLE SINGLE SINGLE SUITE 4' -41/2 4' -61/2" SINGLE SINGLE u• 11 I• u t • u In 20' - 8 1/2" NOTE: THE FLOOR PLANS OF UNITS 214 & 314 ARE SIMILAR; THE FLOOR PLANS OF UNITS 244 & 344 ARE OPPOSITE (MIRRORED ALONG THE EAST WEST AXIS) SINGLE BED UNIT (TYPE B) - RM 114 1/4" = 1' -0" ASI 0018 / RFI 000075 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 11.21.11 Scale: 1/4" = Project No: 03617.00 Sheet Ref No: A0202 m Cannon Design 2010 CANVONDESIGN SD -A038 C NJONDESJGN\ Architect's Supplemental Instruction No. 00020 1100 Wilson Blvd. Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Stair 3 Ceiling Date: 12/13/2011 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Sherry Werner NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: The exposed areas at the stair 3 ceiling will be closed off with 2 -hour rated gypsum shaft wall assemblies. Wall type G2 will be added at the landing between the 3rd floor and the roof. This wall placed up against the tilt panel and run vertically until it meets the horizontal shaft wall. The horizontal shaft wall will be hung from the roof trusses and will run parallel to them. Issued By :Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 12/13/2011 Contractor /CM Date; Expeditiorr 25' -23/4" 9' -2 " =1 0 TREADS @ 1 9' -111/2 In (421) _ s !iii �.e 11 1Iiiiniiu'.ui �uuHI 111111 STAIR 3 153 -041 FRP STAIR TREADS 1 0 TREADS @ 11" 9'- 111/2" STAIR 3 AT ROOF FLOOR 1/4" = 1' -0" 10' -101/2 d'I�I •1IInaI•tl ■Iil.a.I •111P- �It11I 11•1•1II•O" ■t�Illi�tll:I�1� /." A•I•IMIIVE ItU• w •1III1N1•1•111 I/ tlIIIInt1•1•1, - / 11 t •1tMI•/p,l� 1tII•111I 1•11•1•111•11•1•11111111•11111, III1r I1 0" C1/ 1■ BMW" / 1.10,I11•■ �• �� MEM /1111r, MI 2 HOUR RATED REPORT NUMB UNDERSIDE 0 HORIZONTAL SHAFT WALL R NER 258 - FASTENED TO ROOF TRUSSES. FRP STAIR TREADS STAIR 3 - SECTION LONGITUDINAL 1/4" = 1'-0" II n T.O. MANSAR 46' -4" T.O. PARAPET 37' - 8" ROOF LEVEL 37' - 0"Nlir THIRD FLOOR 25' -0" ASI 0020/RFI 00079 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 12.12.11 Project No: 03617.00 Scale: 1/4' = 1' - 0" Sheet Ref No: A0503 © Cannon Design 2010 CANNONDESIGN SD -A040 CANUONDESIGI 1100 Wilson Blvd. Suite 2900 Arlington, VA 22209 Architect's Supplemental Instruction No. 00024 Phone: 703 - 907 -2300 Title: Additional Outlets for Dryer Bay Date: 1/12/2012 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Refer to ASI 0024 and the attached response from the electrical engineer. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 1/12/2012 Contractor /CM Date; ExpeditioP c 6 Moss & Associates, C/O Barry University 113LLC 00 NW 2nd Av Miami Shores FL 33161 -6695 Subject: Outlets for Dryer Bay in Room 131 Project: Barry University Residence Hall Address: 11300 NW 2nd Avenue Miami Shores FL 33161 -6695 USA Phone: 954- 728 -0684 Fax: 954- 769 -8092 To: Lon Carter KAMM Consulting, Inc. From: Moss & Associates, LLC Charlie Arndall Request For Information 00103 Printed On: 01/11/2012 Page 1 of 1 Date: 01/11/2012 Job: 2010023 Required: 01/18/2012 Est. Cost Impact : $ Est. Days Impact: Co- Author: Reference: RFI Type: Contact: Co- Author RFI Number: Construction Sub - Category: Electrical Request According to sheet A0603 Barry University will be installing 12 dryers, 6 double stacked dryers, on the south wall in Room 131. Referencing sheet E0402 Detail 7 for power supply there are only 6 outlets shown on the south wall of Room 131. Barry University will be installing Maytag MLE /MLG24PD in Room 131, see attached specifications for power requirements and overall dimensions. Please confirm if an additional 6 outlets, totaling 12, will need to be added to this south wall in Room 131 so all 12 dryers will have a power source. Mounting heights will need to be included if additional outlets are required. Suggestion Answer ; Accept Suggestion 51 )4 ccl;k),i, / �a Cm .. /., s7 tc ed c 54-1 0l /et/ Answered By: Date: Signed: Distribution: Contact Nikoll Johnson pm3010 Company Contact Company Cannon Design Peter Mendola Cannon Design 2P NEMA 3R Li Li AA-1 A-3 L1 AA-5 L1 AA-7 L1 AA-9 L1 AA-11 KEY NOTES . , PROVIDE NEMA CONFIGURATION 14-30R * MANUFACTURER. COORDINATE RECEPTACLE MOUNTING -HEIGHT - FOR STACK DRYER WITH EQUIPMENT MANUFACTURER. 1 1ST FL R LAUNDRY ROOM 1/4--1.-ce REFERENCE: REV.11: AS 0024 (RF1-00103) KAMM CONSULTING PROJECT #: PROJECT MANAGER: 1407 West Newport Center Drive Deerfield, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 engineering@kammconsulting.com Certification of Authorization #8189 DIRECTOR OF ELECTRICAL ENGINEERING Lon T. Carter Florida License #35249 DIRECTOR OF MECHANICAL ENGINEERING Mircea Pella Florida License #48798 date signed PROJECT: BARRY UNIVERSITY RESIDENCE HALL MIAMI FL ADDITION TO SHEET: E402 DATE 01-12-12 SKETCH NO: SK-1 „ELEVATOR CAB LIGHTS DISCONNECT 3QA 2P�, NEMA 3R LEVATOR DISCONNECT. EE SHEET E0501 FOR ETAILS. E VA TOR CAB LIGHTS DI> ONNECT NEMA 3R� L1 AA— 7 LT AA -5 L1AA -11 KEY NOTES PROVIDE NEMA CONFIGURATION 14 -30R 1, MANUFACTURER. COORDINATE RECEPTACLES MOUNTING HEIGHT FOR STACK' - RYER'WITH- EQUIPMENT MANUFACTURER. 11 ASI 0024 / RFI 00103 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 01.12.12 Project No: 03617.00 Scale: 1/4" = 1' -0" ® cannon Design 2010 Sheet Ref No: 7 / E0402 CANVONDBIGN SD -E002 SCHEDULE OF BRANCH CIRCUIT PANEL "L1AA" MAIN: 225 AMP MAIN LUGS ONLY SPEC: SQUARE 0 TYPE "NO" OR APPROVED EQUIVALENT MOUNTING: SURFACE VOLTAGE: 208/120V, 30. 4 WIRE AIC SYMM: 10,000 DESCRIPTION ASHER ASHER WASHER WASHER WASHER WASHER DRYER DRYER DRYER DRYER DRYER DRYER RE CND. COND. TRIP CKT. A PHASE B PHASE KVA KVA 2/12 1 2 2" 20 1 1.0 0.5 - / 11 / I 2/12 1112 /2" 20 3 1.01 1.2 2112 1112 /2" 20 5 1.01 0.4 6 20 2/12 1112 I2" 20 7 1.0I 1.0 8 20 2112 1112 2' 20 9 1.0 1 1.0 10 20 2/12 1112 /2 20 11 1' - „-,..j,0JJ,0_ 12 20 2/10 C PHASE KVA KT. TRIP COND. 060. W1RE OESCRIPT1 2 20 /2 4 20 2 2 2 2 BI 1 2 2112 2 2 2 2 2 12 612 2 12 /12 2612 2/10 2/10 2/10 2/10 2/10 1110 1110 1/10 3/4" 3. 13 - 14 20 15 3.01 1.0 - 118 20 0 3/4" 21 3.01 1.0118 29 26 20 19 21 23 25 27 29 7.0 1 0.6 1 30 20 31 / 3.01 0.8 1 32 20 33 3.01 1.0 - 1 34 20 35 - 3.0J 0.6 36 20 37 �.Sj'0"e" 38 20 39 w 0.81 0.8 40 20 41 A___.. _- !e_! 4 AUTOMATIC DOOR OPENER 2112 AUTOMATIC DOOR OPENER 2/12 SPARE NOTE: MULTI -WIRE :RANCH CI'CUIIS A•. ACCEPTABLE IN LIEU OF THE SINGLE POLE BRANCH CIRCUITS INDICAIED. PROVIDE MULTI-POLE BREAKERS FOR ALL MULTI -WIRE BRANCH CIRCUITS AS REQUIRED 8Y THE NATIONAL ELECTRIC CODE. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. 1610 3/4 1110 3/4" 1110 3/4" 1/12 1/2" 1612 1/2" 2 2 2 1/2" 1/2" 1112 1/12 1112 2/12 2/12 2/12 BUZZER LOBBY RECEPTACLES LOBBY RECEPTACLES ELEVATOR MACHINE RCP /LIGHT ELEVATOR PIT RCP IGHT ELEVATOR PIT RCP /LIGHT SUMP PUMP SUMP PUMP ALARM ELEVATOR CAB LIGHTS SCHEDULE OF BRANCH CIRCUIT PANEL "L1AD" MAIN: 225 AMP MAIN LUGS ONLY SPEC: SQUARE D TYPE "NQ" OR APPROVED EQUIVALENT MOUNTING: SURFACE VOLTAGE: 208/120V. 30, 4 WIRE MC SYMM: 10,000 DESCRIPTION WIRE GND COND. TRIP EMERGENCY PHONES 2/B 118 20 CKT. A PHASE KVA 1 0.4 1 1.2 B PHASE KVA C PHASE KVA CKT. TRIP COND. CND. WIRE DESCRIPTION 4 20 1/2 20 1/12 1 12 2112 REFRIGERADOR STAFF APT. 2 SMALL APPLIANCES STAFF APT. SMALL APPLIANCES STAFF APT. DISPOSER STAFF APT. RECPT. GENERAL USE STAFF APT R5051. BATH RECPT. BEDRM STAFF APT. RECPT. BEDEW STAFF APT. SITE LIGHTING SITE UGHTING SPARE 0815656 STAFF' A DRYER STAFF APT e SEER 2/10 1/10 7 3.0 1.2 B 20 1'12 Q'ID ��/1W!'1t1•IIU' Lf��i'111�Y6Ji6117�V�3iQ2Q'iEi SPARE � - 11 12 20 II l �j� SITE LIGHTING 268 1/8 13 1.4 1.2 14 20 1,12 Qj'0 �fLniW�111� DRYER A 2610 1010 �� �®' �1 DRYER 2110 I/10 DRYER 'DRYER 2/10 1/10 2/10 1/10 RYER 2110 1610 19 3.0 0.8 20 21 3.01 0.6 22 00 23 3.01 0.8 26 - 27 3.01 - 222642 8 20 27 3.O L 1.0 28 20 1 /2' 29 - 3.0 1.5, 30 2. 3/4" 1/10 . 1 32 3.0 36 - HEM eels A - - ®-�-.i -1- 40 - .�_� ': 18 1112 SPACE NOTE: MUL11 -W1RE BRANCH CIRCUITS ARE ACCEPTABLE IN UEU OF THE SINGLE POLE BRANCH CIRCUITS INDICATED. PROVIDE MULTI-POLE BREAKERS FOR ALL MUL11 -WIRE BRANCH CIRCUITS AS REWIRED BY THE NATIONAL ELECTRIC CODE. PROVIDE DEDICATED NEUTRAL FOR ALL SINGLE POLE BRANCH CIRCUITS AS INSTALLED. 21.0 18.6 3.0 8.0 150.. 3.0 15.8 20.6 3.0 7.8 51.2 1 t7 KVA PER PHASE - CONNECTED (MINUS) DRYERS DEMAND FAC TOTAL KVA PER PHASE - DEMAND AMPS PER PHASE OTAL KVA SPACE SPACE OR PER NEC 220.54 SCHEDULE OF SERVICE SWITCHBOARD "SSBA" NN: 4000 AMP / 3 POLE, 'NW FRAME MAIN CIRCUIT BREAKER VOLTAGE: 208/120V, 30, 4 MC SAW: 65.000 SPEC: SWITCHBOARD SHALL BE SQUARE D TYPE "OED" WI111 INDIVIDUALLY MOUNTED ELECTRONIC TRIP CIRCUIT BREAKER MAIN (ADJUSTABLE LONG TIM5, SHORT TIME, AND INSTANTANEOUS TRIP FUNCTIONS) (L51) AND GROUP MOUNTED I -LINE CIRCUIT BREAKER TYPE DISTRIBUTION SECTION, OR APPROVED EQUIVALENT. RE DESIGNATION DESCRIPTION CIRCUIT BREAKER FRAME TRIP POLES FEEDER A PHASE KVA B PHASE C PHASE KVA KVA NOTES SSBA -1 TVSS SSBA -2 ELEVATOR / SSBA -3 ELEVATOR SSBA -4 PANEL 13AA 3 t SSBA -5 'L AC _.. PANF1 3 13 .,. SSBA -8 CHILLER SSBA -7 L[ A '�2AB" SSBA-8 PANEL . "12AC ' 2A0" SSBA -9 A CHILLER 2 SSBA -1.© F{i_U: SSBA -1 PANEL LFSA , LESI9 SSBA -12 .PANEL 1780" `d' SSBA -13 PANEL "L1AC SSBA -14 PANEL 'L1AB' 05 15 PANEL 1144 ' SSBA 16 - N -1 SSBA -17 RTU -2 SSBA -18 RTU -3 SSBA -19 BREAKER PROVISION `SSBA -20 BREAKER PROVISION SSBA -21 BREAKER PROVISION '500A -22 :REAKER PROM ON BREAKER PROVISION BREAKER PROVISION JO 200A 3 • JG 200A 3 1/2" 1/12 2/12 ELEVATOR CAB UGH10 20.7 1/2 112 1/2" 112 1/2' //112 1/2" 112 1/2" 112 1/2 112 2112 2/12 2112 2112 2/12 2/12 2n2 EXTERIOR RECEPTACLES CORRIDOR RECEPTACLES MAIL 008 RECEPTACLES BATHROOM RECEPTACLES DRINKING FOUNTAIN ELEC./STORAGE/VL TRASH/ PUMP SPARE t4) ST. RCPT ANK R00 22.2 20.2 KVA PER PHASE - CONNECTED (MINUS) DRYERS DEMAND FACTOR PER NEC 220.54 19.2 17.2 .'TOTAL KVA PER PHASE- DEMAND 1600,.4..143.3.' AMPS PER PHASE 54.1 TOTAL KVA 17.7 147.5,- SSBA -23 SSBA -24 SPARE Q PROVIDE WITH INTERNALLY MOUNTED 506051OGC 180KA TRANSIENT VOLTAGE SURGE SUPRESSION. Q SEE DETAIL SHEET 50701. El 2250 Ei 22250 225A MI 225A 4000 NI A 200 200 20D 225A 225A 225A 3- 250810 0 AL & 1180 IN 2 -1 /2" 14.4 14.4 14 4 3- 250MCM AL & 1'•0 IN 2 -1 2' 2 SETS OF 4- 250MCM AL & 1030 IN 4 2 M . 1 IN 4 3 500MCM AL & 1140-CU IN 3 -1/2" SS�TS OF 4= 250MoM AL & TOG 1N- TS OF 4- 25QM06 AL & 1130 IN 3- 500609 AL & 1 G-CU IN 3 -1 2 0r 4.6 . OF 4 . CM & 4- 300MCM AL & 1 4G I1 3 4 -3000' CFA -AL 0 1140 W'33" 4- 3000106 AL & 1 IN 3' 300Ml;M AL & 118 IN 3' 3.4 0 AL & i/BG -CU N 2 -1�/ 304 0 AL & 1060 -CU IN 2 -1/2 304 0 AL & 1060 -00 IN 2 -1/2 14.4 A 15.8 1• 1 pr- .9 S IRA A 4 '4 �► 9.9 9 ....2. /U /l51 0. 15$F 7db/.. , "IL 1 O.B _ 1 1 1" 4 WOW. -Waal -4 4000 3 KVA PER PHASE B�� 1 AMPS PER PHASE 1379.5 "TOTAL KVA A ASI 0024 / RFI 00103 BARRY UNIVERSITY RESIDENCE HALL Issue Date: 01.12.12 Project No: 03617.00 Scale: N/A ® Cannon Design 2010 Sheet Ref No: E0601 CANVONDESIGN SD -E003 GMONDESIGN 1100 Wilson Blvd. Architect's Supplemental instruction No. 00027 Suite 2900 Phone: 703 - 907 -2300 Arlington, VA 22209 Title: Kitchen Hood Exhaust Date: 3/9/2012 Project: Barry University Residence Hall Cannon Project No.: 0361700 To: Moss and Assoiciates Custom Code: 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn: Charlie Arndall NOTE: This is not a Change Order. The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. DESCRIPTION: Mechanical drawings revised to reflect the addition of an exhaust duct and louver for the hood in the staff apartment kitchen. Issued By: Cannon Design Accepted By: Moss and Assoiciates Signed: Signed: Peter G. Mendola Date: 3/9/2012 Contractor /CM Date; Expeditior bx12 EALTh 166 CFM ROTA 9' -4' N CFi'rR7Tc1=1 Ex 4AusT +Nod.Di T 14'xdtl' sum . E F [ 4' FD(A) AIU -2.0 2 STAFF APARTMENT HILL YORK CORPORATION THE AIR CONDITIONING PEOPLE ❑ 2123 SOUTH ANDREWS AVENUE. FT. WOERGLE. FL (954) 525 -2971 • 3921 MIESTDA1E AVENUE. WEST PAW BEACH. FL (561) 680 -7355 1HS DR4MNO 10 BE USED ONLY BY WRITTEN AUTHORIZATION ASI 0027 KITCHEN HOOD EXHAUST Date : 2/20/2012 Drawn By : STEVE BARRY UNIVERSITY RESIDENCE HALL MIAMI, FLORIDA Scale : 1/4 " =1' -0" Job No.: 55O -826 Sheet No.: SD M0003 CAN Title: Project: To: ONDESIGN Answer to RFI No. 00096 Stair Well #3 HVAC Barry University Residence Hall Cannon Project Number: 0361700 Moss and Assoiciates 2101 N. Andrews Avenue Suite 300 Ft. Lauderdale, FL 33311 Attn.: Charlie Arndall Initiated: 12/30/2011 Completed: 1/4/2012 Required: 1/6/2012 REQUEST: During Cannon's site visit on 12/22/11 it was noted that when door 100C is held open as originally designed this will cause the conditioned air in the lobby to infiltrate stair well #3. Thus the first floor HVAC system will be operating more frequent to make up for the loss of condition air. Hill York has come up with a resolution to solve this problem at each floor. See attached proposed sketches 1. First Floor: The 14 "x12" duct connected to AHU 1 -1 will be tapped by a 6" round duct. Option A - Is placing a 12 "x6 "unidirectional louver in the soffit of the lobby above door 100C so that condition air enters stair well #3 through the held open doors. Option B - Saw cut the tilt wall panel above door 100C and place a 12 "x6" fire damper in this opening to provide condition air to stair well #3 at the first floor. 2. Second & Third Floor: The 12 "x12" duct running the length of he corridor will be tapped by a 8" round duct and routed to an opening that has been saw cut above doors 221 & 321. A 12 "x6" fire damper will be placed in this opening to provide conditioned air to stair well #3 at floors two and three. Please advise on Option A or B for the first floor and mounting heights for the louvers at each floor. ANSWER: Option B is acceptable for the first floor. The bottom of opening should be 9' -8" above the slab on grade. At the 2nd and 3rd floors the bottom of opening should be 9' -8" above the stair landing. Answered By: Cannon Design Signed: Peter G. Mendola Date: 1/4/2012 Expedition® Page 1 of 1