Parish of Ascension Project Management ADDENDUM #1 NOTICE TO BIDDERS/ QUOTE

Transcription

1 Parish of Ascension Project Management ADDENDUM #1 NOTICE TO BIDDERS/ QUOTE PROJECT #/ ENG PROJECT NAME: FRANK SOTILE PAVILION ADDITION CODE: DATE: Wednesday, June 14, 2017 OWNER: ASCENSION PARISH GOVERNMENT PROJECT MANAGER: Ami Clouatre Johnson ARCHITECT/ ENGINEER: MB Design Consultants, LLC 8841 Bluebonnet Boulevard, Suite A Baton Rouge, LA Proj. No NOTICE TO BIDDERS: This Addendum shall be considered part of the Contract Documents for the same above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original Contract, Bid and Drawings, this Addendum shall govern and take precedence. Bidders are hereby notified that they shall make any necessary adjustments in their estimates on account of this Addendum. Is will be construed that each Bidder s proposal is submitted with full knowledge of all modifications and supplemental data specified herein. The general bidders are required to acknowledge receipt of this Addendum by noting the number in the space provided on the Bid Proposal Form. Failure to do so may cause rejection of Bid/ Quote. General Contractors are request to call attention to all subcontractors, the changes that may affect their work. See Addendum No. 1 Attached. Included Attachments: 1. MB Design Consultants, LLC Clarifications A6.1 Revised Plumbing Drawing A5.1 Revised Door Notes 4. Full Set of Stamped Plans with Addendum Revisions to sheets A6.1 & A5.1 Last Updated: Wednesday, June 14, 2017 Page 1 of 1

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3 LEGEND EXHAUST VENT HOSE BIB WH TANKLESS WATER HEATER REVISED 6 / 14/ 17 HVAC / PLUMBING NOTES 1. THE WATER HEATER IS TO BE STIEBEL ELTRON TEMPRA 29 PLUS ELECTRIC TANKLESS TYPE. MOUNT BOTTOM WATER HEATER PER MANUFACTURERS RECOMMENDATIONS 2. WATER HEATER NO. 1 TO SERVE CONCESSION 3. TIE SEWER TO THE EXISTING MANHOLE ON THE PROPERTY 4. INSTALL WATTS WD-20THD, 40LBS GREASE TRAP WITH THREADED CONNECTIONS OR APPROVED EQ. 5. THE ROOM WITH FLOOR DRAIN SHALL SHALL HAVE FLOORS THAT POSITIVELY SLOPE TO THE FLOOR DRAIN 6. ALL METAL ROOF PANELS TO BE FABRICATED OF SINGLE PANELS - NO SPLICES REVISED 6 / 14/ 17 PLUMBING LAYOUT PLAN WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY PLUMBING CONTRACTOR BASED ON LOCAL SUPPLY FIXTURE & FIXTURE CONNECTIONS ARE SYMBOLIC IN NATURE. REFER TO MANUFACTURER LITERATURE FOR EXACT FIXTURE SPECIFICATIONS. ALL SANITARY AND DRAIN LINES SHALL BE SCHEDULE 40 PVC OR PER LOCAL CODE. ALL WATER LINES SHALL BE COPPER OR PER LOCAL CODE. NO JOINTS BENEATH THE SLAB. WATER PIPE SIZING IS A MIN. SUGGESTION. PLUMBING CONTRACTOR WILL MAKE THE FINAL DETERMINATION. ALL WATER AND SANITARY LINE SHALL HAVE FLEXIBLE JOINTS AT EXIT POINTS FROM THE BUILDING. CONTRACTOR TO PROVIDE VALVE BOX BACK FLOW PREVENTION & SYSTEM DRAIN VALVE AS REQ'D ALL TOILET PAPER DISPENSERS AND HAND DRYERS TO BE PURCHASED AND INSTALLED BY OWNER. A6.1

4 REVISED 6 / 14/ 17 TYPICAL DETAILS AT COILING WINDOW A SCALE: NTS 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. A5.1

5 NEW CONCESSION BUILDING FOR THE CITY OF DONALDSONVILLE SOTILE PAVILION Donaldsonville, LA APRIL 2017 VICINITY MAP SCALE: N.T.S DRAWING INDEX A1.1 TITLE SHEET A1.2 GENERAL CONSTRUCTION NOTES AND PROJECT OUTLINE A2.1 SITE PLAN A2.2 ROOF PLAN AND FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS WITH FENCE SHOWN. A4.1 BUILDING SECTIONS AND ROOF EDGE DETAILS A5.1 SCHEDULES AND OPENING DETAILS A6.1 PLUMBING PLAN S1.1 FOUNDATION PLANS AND FOUNDATION DETAILS E1 POWER PLAN, ELECTRICAL RISER & DETAILS E2 ELECTRICAL NOTES AREA OF NEW CONSTRUCTION SITE MAP SCALE: N.T.S A1.1

6 GENERAL CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND ALL APPLICABLE CODES AND ORDINANCES. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEING UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL REVIEWING AGENCIES. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES AND THEIR LOCATIONS AND SHALL CONTACT LOUISIANA ONE CALL AT TO MARK UTILITY LOCATIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DIRECTLY WITH THE APPROPRIATE UTILITY OWNER(S) TO HAVE UTILITIES LOCATED. REPAIRS TO THE UTILITIES AS A RESULT OF CONTRACTOR'S NEGLIGENCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE CONTRACTOR SHALL NOT IN ANY WAY DAMAGE EXISTING PAVEMENT, UTILITIES, DRAINAGE OR ANY OTHER FACILITY IN THE COURSE OF HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE. GENERAL CONCRETE NOTES 1. ALL CONCRETE SHALL BE 4000PSI AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED 2. ALL CONCRETE SHALL BE PROVIDED WITH POLY PROPYLENE FIBERS OR EQUAL 3. ALL CONCRETE CONSTRUCTION AND REINFORCING BARS DETAILS SHALL CONFORM TO LATEST CRSI MANUAL OF STANDARD PRACTICE ACI-318 AND ACI-350R WHICHEVER IS MORE STRINGENT 4. ALL REINFORCING STEEL SHALL BE GRADE 60, CONFORMING TO ASTM A REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER, UNLESS OTHERWISE NOTED 5.1. PRIMARY REINFORCEMENT EXPOSED TO EARTH 3 CLEAR 5.2. SECONDARY REINFORCEMENT EXPOSED TO EARTH 2 CLEAR 6. CONTINUOUS REINFORCEMENT SHALL BE LAPPED FOR REQUIREMENTS OF ACI 318, USING CLASS B SPLICE 7. ALL EXPOSED SURFACES OF WALLS AND COLUMNS SHALL BE TREATED PLYWOOD FORMED AND COATED WITH A REPAIR MORTAR A1.2

7 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. SITE PLAN SCALE: 1"=20'-0" A2.1

8 ROOF PLAN FIRST FLOOR PLAN 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. A2.2

9 FRONT ELEVATION EXISTING PAVILION BEYOND EXISTING CMU BUILDING BEYOND NEW CMU BUILDING. MATCH COURSING AND VENTS WITH WITH EXISTING CMU BUILDING KICK PROOF STEEL WALL VENTS MATCH EXISTING TYP. LEFT SIDE ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. A3.1

10 FRONT ELEVATION LEFT SIDE ELEVATION RIGHT SIDE ELEVATION REAR ELEVATION *ELEVATIONS WITH 6 FT HIGH CHAIN LINK FENCE A3.2

11 BUILDING SECTIONS 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. ROOF EDGE DETAIL AT RAKE EDGE SCALE: 1 1/2"=1'-0" ROOF EDGE DETAIL SCALE: 1 1/2"=1'-0" ROOF EDGE DETAIL SCALE: 1 1/2"=1'-0" A4.1

12 REVISED 6 / 14/ 17 TYPICAL DETAILS AT COILING WINDOW A SCALE: NTS 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. A5.1

13 LEGEND EXHAUST VENT HOSE BIB WH TANKLESS WATER HEATER REVISED 6 / 14/ 17 HVAC / PLUMBING NOTES 1. THE WATER HEATER IS TO BE STIEBEL ELTRON TEMPRA 29 PLUS ELECTRIC TANKLESS TYPE. MOUNT BOTTOM WATER HEATER PER MANUFACTURERS RECOMMENDATIONS 2. WATER HEATER NO. 1 TO SERVE CONCESSION 3. TIE SEWER TO THE EXISTING MANHOLE ON THE PROPERTY 4. INSTALL WATTS WD-20THD, 40LBS GREASE TRAP WITH THREADED CONNECTIONS OR APPROVED EQ. 5. THE ROOM WITH FLOOR DRAIN SHALL SHALL HAVE FLOORS THAT POSITIVELY SLOPE TO THE FLOOR DRAIN 6. ALL METAL ROOF PANELS TO BE FABRICATED OF SINGLE PANELS - NO SPLICES REVISED 6 / 14/ 17 PLUMBING LAYOUT PLAN WATER PIPE SIZE AND PRESSURE REQUIREMENTS MUST BE DETERMINED BY PLUMBING CONTRACTOR BASED ON LOCAL SUPPLY FIXTURE & FIXTURE CONNECTIONS ARE SYMBOLIC IN NATURE. REFER TO MANUFACTURER LITERATURE FOR EXACT FIXTURE SPECIFICATIONS. ALL SANITARY AND DRAIN LINES SHALL BE SCHEDULE 40 PVC OR PER LOCAL CODE. ALL WATER LINES SHALL BE COPPER OR PER LOCAL CODE. NO JOINTS BENEATH THE SLAB. WATER PIPE SIZING IS A MIN. SUGGESTION. PLUMBING CONTRACTOR WILL MAKE THE FINAL DETERMINATION. ALL WATER AND SANITARY LINE SHALL HAVE FLEXIBLE JOINTS AT EXIT POINTS FROM THE BUILDING. CONTRACTOR TO PROVIDE VALVE BOX BACK FLOW PREVENTION & SYSTEM DRAIN VALVE AS REQ'D ALL TOILET PAPER DISPENSERS AND HAND DRYERS TO BE PURCHASED AND INSTALLED BY OWNER. A6.1

14 NEW FOUNDATION PLAN FOUNDATION DETAIL SCALE: 1 1/2"=1'-0" FOUNDATION DEMO PLAN 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DIFFERENCES PRIOR TO INSTALLATION. 2. TYPICAL DETAILS SHOWN. CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION IN ACCORDANCE WITH SPECIFICATIONS AND INDUSTRY STANDARDS. 3. CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY HIM DURING CONSTRUCTION. FOUNDATION DETAIL SCALE: 1 1/2"=1'-0" FOUNDATION DETAIL SCALE: 1 1/2"=1'-0" S1.1