S02 - DRAWINGs Attachments 4 IFB SOLIC - VA Kitchen Hoods Plans.pdf

PDF 22 MB Posted Oct 21, 2021

Attached to: 7320--674A4-20-008 Replace Kitchen Hoods Bldg. 202
Solicitation number: 36C25722B0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity for replacing kitchen hoods at a Veterans Affairs medical center. The solicitation number is 36C25722B0002 and will replace kitchen hoods in Building 202 at the Central Texas Veterans Affairs Medical Center in Waco, Texas. The project involves demolition, new construction, and mechanical, electrical, and plumbing work. The estimated project duration is one year from the notice to proceed. The NAICS code is 236220 with a small business size standard of $39.5 million. The project value is estimated between $1-2 million. This opportunity is a 100% set-aside for service-disabled veteran-owned small businesses. Interested contractors must be verified as an SDVOSB by the Department of Veterans Affairs Center for Verification and Evaluation prior to bid submission to be considered. The point of contact for this project is Gaila P. Lowe at Gaila.lowe@va.gov.

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Other files

File	Type	Posted
36C25722B0002 A00001.docx	DOCX document	Nov 9, 2021
S02 - SPECs Attachment 4 IFB SOLIC. VA Kitchen Hoods.pdf	PDF	Oct 21, 2021
36C25722B0002.docx	DOCX document	Oct 21, 2021
P01 - SOW Initial - REPLACE KITCHEN HOODS BLDG 202.pdf	PDF	Oct 21, 2021

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REPLACE KITCHEN HOODS

BUILDING 202

Central Texas Veterans Health Care System Waco, Texas

Department of Veterans Affairs

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB

5250 South 31st Street, Temple, Texas 76502 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com group

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SITE MAP

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AREA OF WORK

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AE-1.01

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FLOOR PLANS

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AE-0.01

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COVER SHEET

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DRAWING LIST

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PHASING PLANS

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OUTER CIRCLE ROAD

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EAST DORIS MILLER CIRCLE

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OUTER CIRCLE DRIVE

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DORIS

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MILLER

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CIRCLE

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FIELDS

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BRANNON ATHLETIC

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CIRCLE

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WEST

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MILLER

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DORIS

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INDUSTRIAL BLVD.

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OLD FARM ROAD

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MEMORIAL BLVD.

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MILLER

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DORIS

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MEMORIAL BLVD.

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CIRCLE

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CENTER

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DRIVE

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STORAGE

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ENGR.

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QUARTERS DRIVE

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QUARTERS LOOP

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BEVERLY DRIVE

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NEW ROAD

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NEW ROAD

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ELEC

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AutoCAD SHX Text one and one half inches = one foot

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

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AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

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COVER SHEET

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REPLACE KITCHEN HOODS

AutoCAD SHX Text 674A4-20-008

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AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

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AutoCAD SHX Text April 12, 2021

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AE-1.02

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ROOF PLANS

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ELECTRICAL FLOOR PLANS

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ELEC SYMBOLS, NOTES & SECTIONS

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ELECTRICAL ROOF PLANS

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MECHANICAL FLOOR PLANS

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MECH NOTES, SYMBOLS & ABBREV.

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MECHANICAL PIPING PLANS

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PLUMBING FLOOR PLAN

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PLUMBING SYMBOLS, NOTES & ABBREV.

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STRUCTURAL - GENERAL NOTES

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PROPOSED CEILING PLAN

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PROPOSED ROOF PLANS

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MECHANICAL CONTROLS

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MECHANICAL SCHEDULES

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MECHANICAL DETAILS

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MECHANICAL DETAILS

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(FOR REFERENCE ONLY)

AutoCAD SHX Text C36578U

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HOOD UTILITY DISTRIBUTION SYSTEM

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AutoCAD SHX Text P-3.3

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PLUMBING ROOF PLAN

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PLUMBING FLOOR PLAN

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MECHANICAL ROOF PLANS

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PLUMBING DETAILS

112A 114

134A

112A 114

134A

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB

5250 South 31st Street, Temple, Texas 76502 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com group

PHASING PLAN 3 1/8" = 1'-0" 2 PHASING PLAN 1 & 2 1/8"=1'-0" 1

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CART

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WASH

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POTS &

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PANS

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DISH

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COPIER

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KITCHEN

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RECEIVING

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HAC

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COOK'S

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REFRIG

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ELEC

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DOCK

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VEGETABLE

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REFRIG

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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CONTRACTOR ACCESS CORRIDOR

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LINE OF REDUCED/SMALLER CONTAINMENT AREA

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OUTLINE OF NEW HOOD

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CONTRACTOR PROVIDED TEMPORARY DOOR

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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CONTRACTOR WORK AREA

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FULL HEIGHT DUST CONTAINMENT WALL - SEE NOTE THIS PAGE

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CART

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WASH

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POTS &

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PANS

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DISH

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WASH

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COPIER

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KITCHEN

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RECEIVING

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HAC

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COOK'S

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REFRIG

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ELEC

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DOCK

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VEGETABLE

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REFRIG

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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CONTRACTOR ACCESS CORRIDOR

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CONTRACTOR PROVIDED TEMPORARY DOOR

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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EXISTING HOOD TO BE REMOVED

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EXISTING HOOD TO BE REMOVED

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ENCOMPASS AREA UNDER NEW ROOF WORK AND PENETRATION

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CONTRACTOR WORK AREA

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FULL HEIGHT DUST CONTAINMENT WALL - SEE NOTE THIS PAGE

AutoCAD SHX Text PHASE 1&2 - CONTAINMENT TO INCLUDE ALL OF DEMO AREA AND PASSAGE WAY TO RECEIVING 113 CONTAINMENT TO EXTEND TO DECK AROUND HOOD AREA(S) PASSAGEWAY CAN BE CONSTRUCTED AS A TUNNEL IF CONTRACTOR PREFERS PHASE 1 - DEMOLITION WORK TO INCLUDE REMOVAL OF HOOD, CURB & FLOOR TILE AS SHOWN ON DEMO PLAN DEMOLITION TO BE PERFORMED BETWEEN 3 pm & 5 am ONLY PHASE 2 - FLOOR & CEILING TILE INSTALLATION INSTALL TILE AT NORTH END OF ENCLOSED AREA (MINIMUM) IN ORDER TO REDUCE ENCLOSURE INSTALL / REPLACE CEILING TILE AT NORTH END WHERE IT WILL BE EXPOSED BY REDUCING CONTAINMENT AREA CONSTRUCTION TO BE PERFORMED BETWEEN 5:30am AND 7:00pm.

AutoCAD SHX Text PHASE 3 - CONTAINMENT TO INCLUDE AREA REQUIRED FOR NEW HOOD INSTALL & PASSAGEWAY TO RECEIVING 113 CONTAINMENT TO EXTEND TO DECK AROUND HOOD AREA PASSAGEWAY CAN BE CONSTRUCTED AS A TUNNEL IF CONTRACTOR PREFERS PHASE 3 - GENERAL CONSTRUCTION - INSTALLATION OF HOOD ASSEMBLY, FLOOR TILE & ACOUSTICAL CEILING REPLACEMENT CONSTRUCTION TO BE PERFORMED BETWEEN 5:30am AND 7:00pm.

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

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PHASING PLAN

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REPLACE KITCHEN HOODS

AutoCAD SHX Text 674A4-20-008

AutoCAD SHX Text rs

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AE-0.01

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

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AutoCAD SHX Text CONTAINMENT WALL NOTE: CONTAINMENT WALL TO CREATE A CONTINUOUS DUST BARRIER FROM THE ROOF DECKING TO THE FLOOR - WALL TO BE MINIMUM OF 6 MIL PLASTIC SHEATHING ON WOOD FRAMING WITH ALL PENETRATIONS FULLY SEALED - ANY DAMAGE OF EXISTING EQUIPMENT OR MATERIALS DURING INSTALLATION OR DEMOLITION OF TEMPORARY WALLS TO BE REPAIRED AT CONTRACTOR'S EXPENSE

AutoCAD SHX Text April 12, 2021

April 12, 2021

134134A134134

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB

5250 South 31st Street, Temple, Texas 76502 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com group

NEW EQUIPMENT PLAN 1/4" = 1'-0" 2 DEMOLITION PLAN 1/4"=1'-0" 1FLOOR TILE PLAN 1/4" = 1'-0" 3

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POTS &

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PANS

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DISH

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WASH

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KITCHEN

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ELEC

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VEGETABLE

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HOOD OVERHEAD - DEMO

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LINE OF CURB DEMO

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VENT HOOD SUPPORT PARTITION - DEMO

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LINE OF CURB DEMO

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HOOD OVERHEAD - DEMO

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LIMITS OF FLOOR TILE DEMO

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LIMITS OF FLOOR TILE DEMO

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HOOD OVERHEAD - DEMO

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LINE OF CURB DEMO

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VENT HOOD SUPPORT PARTITION - DEMO

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LINE OF CURB DEMO

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HOOD OVERHEAD - DEMO

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DEMO EXIST DRAIN LINE

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DEMO EXIST FLOOR DRAIN

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DEMO EXIST FLOOR DRAIN

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DEMO EXIST DRAIN LINE

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DEMO EXIST TRENCH DRAIN

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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VA STAFF ONLY - FULLY OPERATIONAL KITCHEN

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DEMO EXIST DRAIN LINE

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DEMO EXIST DRAIN LINE

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EXISTING FLOOR DRAIN TO REMAIN

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EXISTING FLOOR DRAIN TO REMAIN

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KITCHEN

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ELEC GRIDDLE

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DBL STM KETTLE

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TILT SKILLET

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OVEN

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DBL STM KETTLE

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OVEN

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TILT SKILLET

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OVEN

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FUTURE

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FUTURE

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FUTURE

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HATCHED AREA DENOTES FULL HEIGHT UTILITY CHASE

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NEW TRENCH DRAIN TO MATCH EXISTING

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HATCHED AREA DENOTES FULL HEIGHT UTILITY CHASE

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PARTIAL HEIGHT DIVIDING WALL

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KITCHEN

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LIMITS OF NEW FLOOR TILE

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LIMITS OF NEW FLOOR TILE

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EXISTING FLOOR DRAIN TO REMAIN

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EXISTING FLOOR DRAIN TO REMAIN

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NEW TRENCH DRAIN TO MATCH EXISTING

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PARTIAL HEIGHT DIVIDING WALL

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

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FLOOR PLAN

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REPLACE KITCHEN HOODS

AutoCAD SHX Text 674A4-20-008

AutoCAD SHX Text rs

AutoCAD SHX Text

AE-1.01

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text April 12, 2021

MENDEZ NGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

MRB

5250 South 31st Street, Temple, Texas 76502 Phone: 254-771-2054

Corporate Office: 145 Culver Road, Suite 160, Rochester, New York 14620

TBPE Firm Number: F-10615 www.mrbgroup.com group ROOF DEMO PLAN 1/4" = 1'-0" 2 OVERALL ROOF PLAN 1/16"=1'-0" 1NEW ROOF EQUIPMENT PLAN 1/4" = 1'-0" 3

ROOF WALK PAD PLAN 1/16"=1'-0" 4

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PENTHOUSE

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ROOF

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RIDGE

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ROOF ACCESS HATCH

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MAU-1

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PENTHOUSE

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ROOF

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RIDGE

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ROOF ACCESS HATCH

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MAU-1

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KEF-1

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KEF-2

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REMOVE EXISTING FAN & CURB

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DEMO EXIST ROOF FOR NEW VENT

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REMOVE EXISTING FAN & CURB

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REMOVE EXISTING FAN & CURB

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REMOVE EXISTING FAN & CURB

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SLOPE

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SLOPE

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PENTHOUSE ROOF

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RIDGE

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REMOVE EXISTING FAN & CURB

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MAU-1

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REMOVE ROOFING FOR NEW CURB

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INFILL EXIST OPENING & REPAIR ROOF TO MATCH EXISTING

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INFILL EXIST OPENING & REPAIR ROOF TO MATCH EXISTING

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INFILL EXIST OPENING & REPAIR ROOF TO MATCH EXISTING

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INFILL EXIST OPENING & REPAIR ROOF TO MATCH EXISTING

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PENTHOUSE ROOF

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SLOPE

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SLOPE

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RIDGE

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INFILL EXIST OPENING & REPAIR ROOF TO MATCH EXISTING

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MAU-1

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KEF-1

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KEF-2

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NEW STRUCTURAL SUPPORT - RE: STRUCT.

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EX FAN

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EX FAN

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CONDENSATE DRAIN - RE: MEP

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text Department of Veterans Affairs Certified

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location: 4800 MEMORIAL DRIVE, WACO, TEXAS 76711

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

ROOF PLAN

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REPLACE KITCHEN HOODS

AutoCAD SHX Text 674A4-20-008

AutoCAD SHX Text rs

AutoCAD SHX Text

AE-1.02

AutoCAD SHX Text Site: DORIS MILLER VA MEDICAL CENTER

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ENLARGED AREA

AutoCAD SHX Text ROOFING NOTE: ALL ROOF PENETRATIONS & REPAIRS SHALL BE PERFORMED BY JOHNS MANVILLE APPROVED ROOFING CONTRACTORS APPROVED TO WORK ON THIS SPECIFIC ROOF ALL WORK TO BE PERFORMED IN A MANNER AS TO NOT NEGATIVELY AFFECT NOR VOID EXISTING ROOF WARRANTY CONTRACTOR TO PROVIDE CERTIFICATION LETTER FROM JOHNS MANVILLE ATTESTING TO PROTECTION OF EXISTING ROOF WARRANTY ALL TIES, CONNECTIONS AND INSTALLATION DETAILS TO BE PER ROOFING MANUFACTURER REQUIREMENTS

AutoCAD SHX Text April 12, 2021

GENERAL NOTES

1.0 GENERAL

1.1 THIS DESIGN IS SITE SPECIFIC AND MAY NOT BE USED FOR DIFFERENT SITE LOCATIONS WITHOUT WRITTEN PERMISSION FROM M&S ENGINEERING, LLC.

1.2 DO NOT SCALE THIS DRAWING. THIS IS A SCHEMATIC PLAN TO BE USED TO LOCATE AND IDENTIFY STRUCTURAL FOUNDATION ELEMENTS ONLY.

DIMENSIONAL CONTROL IS THE RESPONSIBILITY OF THE BUILDER AND CONTRACTOR TO FOLLOW THE ARCHITECTURAL, DESIGNER PLANS, OR EXISTING

SITE CONDITIONS. USE THIS PLAN FOR PLACEMENT OF STRUCTURAL FOUNDATION ELEMENTS ONLY.

1.3 THE BUILDER SHALL VERIFY ALL DIMENSIONS, SLAB DROP DEPTH AND LOCATIONS, BRICK- LEDGE DEPTH AND LOCATIONS, DOOR LUG LENGTH, DEPTH

AND LOCATIONS, SLOPES, AND ALL OTHER NOTED ITEMS WITH THE ARCHITECTURAL OR DESIGNER PLANS AND SHALL NOTIFY THE ARCHITECT OR

DESIGNER AND M&S IN WRITING OF ANY DISCREPANCY AND FOR DIRECTIONS TO RESOLVE THE DISCREPANCY. THE ARCHITECTURAL OR DESIGNER

PLANS TAKE PRECEDENCE OVER THIS DRAWING IF ANY NON-STRUCTURAL DIMENSIONAL DISCREPANCY EXISTS.

1.4 THE BUILDER SHALL COORDINATE THIS DRAWING WITH ALL STRUCTURAL, CIVIL, ELECTRICAL, AND MECHANICAL PLANS FOR ALL OPENINGS, EMBEDDED ITEMS, DROPS, OFFSETS, SLOPES, ETC. AND SHALL NOTIFY THE ARCHITECT OR DESIGNER AND M&S IN WRITING OF ANY DISCREPANCY AND

FOR DIRECTIONS TO RESOLVE THE DISCREPANCY.

2.0 DESIGN DATA AND CRITERIA

2.1 STRUCTURAL DESIGN LOADS:

WIND LOAD:

BASIC WIND SPEED: 106

EXPOSURE CATEGORY: C

RISK CATEGORY: II

ENCLOSURE CLASSIFICATION: ENCLOSED

SNOW=5PSF

DEAD LOAD;

MECHANICAL LOADS: BASED ON HOOD UNIT GXEW-137-S & MUA UNIT RV-45-30D-M

2.4 SEISMIC DESIGN PARAMETERS SITE CLASS "D" SS=0.065G, S1=0.043G

3.0 SITE OBSERVATION INSPECTION BY M&S

3.1 M&S ACCEPTS NO RESPONSIBILITY FOR THE PERFORMANCE OF THIS FOUNDATION UNLESS SITE OBSERVATIONS ARE PERFORMED BY M&S OR A

REPRESENTATIVE OF M&S AND THE CONCRETE IS PLACED WITHIN 48 HOURS AFTER THE M&S SITE OBSERVATION INSPECTION.

3.2 OBSERVATIONS MADE BY M&S ARE TO CHECK FOR GENERAL CONFORMANCE WITH THE M&S PLANS AND SPECIFICATIONS. THE RESPONSIBILITY FOR

INSURING ACCURACY OF THE CONSTRUCTION AND QUALITY CONTROL PROCEDURES REMAINS WITH THE BUILDER.

3.3 M&S REQUIRES A SITE OBSERVATION INSPECTION TO VERIFY UNDER SLAB SLOPES, UNDER SLAB FRENCH DRAINS, AND ALL SLAB AND BEAM

CONSTRUCTION AND REINFORCEMENT PRIOR TO THE PLACEMENT OF CONCRETE.

3.4 NOTIFY M&S AT LEAST 48 HOURS BEFORE EACH SITE OBSERVATION INSPECTION IS NEEDED.

4.0 STRUCTURAL STEEL

A. MATERIALS

1. ALL HOT ROLLED STEEL MEMBERS SHALL BE NEW AND CONFORM TO ASTM SPECIFICATION A6.

2. ASTM SPECIFICATION AND GRADE - CLEARLY MARK THE GRADE ON EACH MEMBER.

3. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, STRUCTURAL STEEL MEMBERS SHALL BE:

A. ANGLES SHALL CONFORM TO ASTM A36.

B. ROUND HOLLOW STRUCTURAL SHAPE MEMBERS SHALL CONFORM TO ASTM A500, GRADE B, FY=42KSI.

C. SQUARE OR RECTANGULAR HOLLOW STRUCTURAL MEMBERS SHALL CONFORM TO ASTM

A500 GRADE B, FY = 42 KSI

D. STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36.

E. ANY OTHER STEEL SHALL CONFORM TO ASTM A36.

F. HEADED STUD SHEAR CONNECTORS SHALL CONFORM TO ASTM A108.

B. FABRICATION

1. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE

TO BE MADE. ANY MEMBER HAVING SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED.

C. ERECTION

1. ERECTION TOLERANCES OF ANCHOR BOLTS, EMBEDDED ITEMS, AND ALL STRUCTURAL STEEL UNLESS SPECIFIED OTHERWISE ON THE

STRUCTURAL DRAWINGS SHALL CONFORM TO THE AISC CODE OF STANDARD PRACTICE.

2. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS TO STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR APPROVAL

OF THE ENGINEER.

3. CONTRACTOR SHALL PROTECT ANY UNPRIMED STRUCTURAL STEEL FROM DETRIMENTAL EFFECTS OF CORROSION, AS REQUIRED, UNTIL THE

STEEL IS ENCLOSED AND PROTECTED BY THE NEW CONSTRUCTION.

4. HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND CONNECTIONS PERMANENTLY EXPOSED TO THE WEATHER, WHETHER SPECIFIED ON THE STRUCTURAL DRAWINGS OR NOT. SUCH ITEMS INCLUDE, BUT ARE NOT LIMITED TO:

A. SHELF ANGLES

B. ALL EMBEDDED PLATES IN CONCRETE

C. BUILDING CLADDING SUPPORT STEEL IN SPACE NOT AIR CONDITIONED AND OR/EXPOSED TO MOISTURE OUTSIDE THE EXTERIOR WATERPROOFING

SURFACE IF ANY.

5. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS REQUIRED TO BE HOT DIPPED GALVANIZED. GALVANIZE ALL

NUTS, BOLTS, AND WASHERS USED IN CONNECTION WITH SUCH STEEL. FIELD WELDED CONNECTIONS SHALL HAVE WELDS PROTECTED WITH “Z.R.C.

COLD GALVANIZING COMPOUND” AS MANUFACTURED BY Z.R.C. COMPANY.

6. CONTRACTOR SHALL COORDINATE STRUCTURAL STEEL FIREPROOFING REQUIREMENTS. ALL INTERIOR STRUCTURAL STEEL, INCLUDING STEEL

JOISTS, SCHEDULED OR INDICATED TO RECEIVE SPRAY APPLIED FIREPROOFING SHALL BE DELIVERED TO THE PROJECT SITE UNPRIMED. STEEL EXPOSED

TO CORROSIVE CONDITIONS AFTER INSTALLATION SHALL BE PRIMED WITH A PROTECTIVE COATING WHICH DOES NOT DIMINISH THE BOND BETWEEN THE

SPRAY APPLIED FIREPROOFING, AND THE STEEL SUBSTRATE. ANY PRIMER, AND/OR COATING APPLIED TO STRUCTURAL STEEL SHALL BE APPROVED FOR

USE IN THE APPLICABLE U.L. FIRE RESISTANCE ASSEMBLY USED ON THE PROJECT.

7. STEEL ITEMS NOT GALVANIZED SHALL BE PRIMED.

5.0 STRUCTURAL STEEL CONNECTIONS

A. WELDED CONNECTIONS

1. ALL WELDING SHALL CONFORM TO ANSI/AWS D1.1, LATEST EDITION.

2. . FILLET WELDS WITH NO SIZE SPECIFIED SHALL BE 3/16 INCH OR MINIMUM SIZE REQUIRED BY AISC, WHICHEVER IS LARGER.

B. STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED AND DETAILED BY THE

CONTRACTOR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING JURISDICTION AT THE PROJECT SITE.

SEALED CALCULATIONS FOR ALL CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL BE SUBMITTED FOR THE ARCHITECT'S FILES.

C. BEAM CONNECT IONS SHALL BE DESIGNED AND DETAILED AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:

1. CONNECTION SHALL BE AISC TYPE 2 SIMPLE FRAMING CONNECTIONS. SHEAR TAB CONNECTIONS SHALL NOT BE USED UNLESS SPECIFICALLY

DETAILED ON THE STRUCTURAL DRAWINGS, OR CONNECTIONS ARE DESIGNED AND DETAILED BY THE FABRICATOR'S REGISTERED PROFESSIONAL

ENGINEER LICENSED IN THE STATE OF TX AND SEALED CALCULATIONS ARE SUBMITTED.

2. NOT USED.

3. WHERE INDICATED, CONNECTIONS SHALL BE DESIGNED FOR THE SCHEDULED SHEAR FORCE. THE SHEAR FORCE IS INDICATED ON THE

STRUCTURAL DRAWINGS AS "R = ", AND THE HORIZONTAL FORCE INDICATED AS "H = ".

4. IF NOT INDICATED ON THE STRUCTURAL DRAWINGS, CONNECTIONS SHALL BE DESIGNED FOR 55 PERCENT OF THE TOTAL LOAD CAPACITY FOR THE

BEAM SPAN SHOWN IN THE BEAM TABLES IN THE AISC MANUAL, THIRTEENTH EDITION.

5. SHORT SLOTTED HOLES SHALL BE PERMITTED PROVIDED WASHERS ARE INSTALLED IN ACCORDANCE WITH AISC REQUIREMENTS. WASHERS

SHALL BE HARDENED WHERE A325 BOLTS ARE UTILIZED.

D. WIND BRACE AND TRUSS CONNECTIONS SHALL BE DESIGNED AND DETAILED AS FOLLOWS, UNLESS NOTED OTHERWISE ON THE STRUCTURAL

DRAWINGS:

1. CONNECTIONS SHALL BE WELDED.

2. CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR'S REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE

HAVING JURISDICTION AT THE PROJECT SITE FOR THE FORCES SHOWN ON THE STRUCTURAL DRAWINGS.

3. IF FORCES ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS, CONNECTIONS SHALL BE DESIGNED TO DEVELOP THE FULL TENSILE CAPACITY

OF THE MEMBERS.

E. MOMENT CONNECTIONS

1. WHERE INDICATED, MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE SCHEDULED MOMENT ENVELOPE. THE MOMENT IS INDICATED ON THE

STRUCTURAL DRAWINGS AS "(M = )"

2. IF NOT INDICATED ON THE STRUCTURAL DRAWINGS, MOMENT CONNECTIONS SHALL BE WELDED TO DEVELOP THE FULL CAPACITY OF THE

MEMBER.

3. ALL WELDS DENOTED AS MOMENT CONNECTION OR COMPLETE JOINT PENETRATION (CJP) WELD SHALL BE ULTRASONICALLY OR X-RAY CERTIFIED

BY AN INDEPENDENT TESTING AGENCY. ADE

F. ALL BEAM SHEARS, REACTIONS, MEMBER FORCES, MOMENTS, ETC. SHOWN ON THE STRUCTURAL DRAWINGS ARE UNFACTORED LOADS

CONFORMING TO THE REQUIREMENTS OF AISC ALLOWABLE STRESS DESIGN (ASD).

G. ROOF EDGE ANGLES SHALL BE CONTINUOUS AND SHALL BE SPLICED ONLY AT SUPPORTS. SPLICES SHALL BE BUTT WELDED TO DEVELOP FULL

CAPACITY OF THE MEMBER.

H. BASE PLATES

1. COLUMN BASE PLATES SHALL BE SET WITH THE TOP SURFACE LEVEL WITH THE FINISHED FLOOR.

2. HOLE SIZES IN BASE PLATES SHALL BE OVERSIZED WITH PLATE WASHERS PER AISC TABLE 14-2.

I. ANCHOR RODS SHALL BE:

1. TYPICAL: ASTM F1554 GR. 36, WELDABLE.

J. FOR CONNECTIONS NOT SPECIFICALLY ADDRESSED BY THESE NOTES OR THE STRUCTURAL DRAWINGS, PROVIDE FILLET WELDS AT ALL CONTACT

SURFACES SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT.

INTERIM REVIEW

THIS DOCUMENT ISSUED ON

UNDER THE AUTHORITY OF

IS RELEASED FOR THE

PURPOSE OF REVIEW ONLY.

THIS DOCUMENT IS NOT

INTENDED FOR PERMIT OR

CONSTRUCTION.

A.M. STONE P.E.

(LICENSE No. 91049)

1/5/2020

TEXAS REGISTERED ENGINEERING FIRM F-1394

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

04/13/2021

TYP. VENT HOOD SUPPORT DETAIL

INTERIM REVIEW

THIS DOCUMENT ISSUED ON

UNDER THE AUTHORITY OF

IS RELEASED FOR THE

PURPOSE OF REVIEW ONLY.

THIS DOCUMENT IS NOT

INTENDED FOR PERMIT OR

CONSTRUCTION.

A.M. STONE P.E.

(LICENSE No. 91049)

1/5/2020

TEXAS REGISTERED ENGINEERING FIRM F-1394

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808

RTU SUPPORT DETAIL

REINFORCED BEAM AND GIRDER DETAIL

INTERIM REVIEW

THIS DOCUMENT ISSUED ON

UNDER THE AUTHORITY OF

IS RELEASED FOR THE

PURPOSE OF REVIEW ONLY.

THIS DOCUMENT IS NOT

INTENDED FOR PERMIT OR

CONSTRUCTION.

A.M. STONE P.E.

(LICENSE No. 91049)

1/5/2020

TEXAS REGISTERED ENGINEERING FIRM F-1394

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808

PLUMBING ABBREVIATIONS

CODE COMPLIANCE

PLUMBING SYMBOL SCHEDULE

FPHB

PLUMBING GENERAL NOTES

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

FIRM REGISTRATION NO. F-2708

O 'C

O N

, I N

P1.1

PLUMBING SYMBOLS,

NOTES, & ABBREVIATIONS

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \P lu m bi ng

\P 1.

N G

, N O

S, A

TIO

d w g sa ve d

:5 7:

M b y al on gs ha w p lo tte d

/1 2/

P M b y tre nt to ph am

4/12/2021

134A

145A

145 145B

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191.9816

551.9713

H O

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A L

P3.2

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

P3.1

PLUMBING FLOOR PLAN

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \P lu m bi ng

\P 3.

N G

O R

N .d w g sa ve d

:5 1:

M b y al on gs ha w p lo tte d

/1 2/

P M b y tre nt to ph am

GENERAL NOTES:

PLUMBING FLOOR PLAN

SCALE: 1/8" = 1'-0"

KEYED NOTES :

DEMO NOTES :

134A

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191.9816

551.9713

H O

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MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

P3.2

PLUMBING FLOOR PLAN

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \P lu m bi ng

\P 2.

N G

O R

N .d w g sa ve d

:5 1:

M b y al on gs ha w p lo tte d

/1 2/

P M b y tre nt to ph am

GENERAL NOTES:

PLUMBING FLOOR PLAN

SCALE: 1/4" = 1'-0"

PLUMBING DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

PENTHOUSE

ROOF

KEYED NOTES :

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

P3.3

PLUMBING ROOF PLAN

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \P lu m bi ng

\P 3.

d w g sa ve d

b y al on gs ha w p lo tte d

:5 6:

M b y tre nt to ph am

GENERAL NOTES:

PLUMBING ROOF PLAN

SCALE: 1/8" = 1'-0"

REVISED GAS LINE SIZING

PIPING HANGERS AND SUPPORTS DETAIL

GAS SUPPLY PIPING CONNECTIONS

NOT TO SCALE

PIPE PENETRATION AT ROOF DETAIL

SMALLER

PIPE 2-1/2" &

PIPE CLAMP FOR

HANGER ROD

GALVANIZED IRON

SHEET SHIELD

INSULATION (TYP.)

CLEVIS HANGER FOR

SINGLE PIPE RUNS

PIPE (TYP.)

SHIELD FOR PIPE

UNISTRUT CHANNEL

PROVIDE A SECTION

OF HIGH COMPRESSION

STRENGTH INSULATION

AT EACH HANGER POINT.

INSULATION MAY BE HALF ROUND

OR FULL ROUND

AND EXTENDING 2" BEYOND GALV.

SHIELD EACH WAY.

PIPE

INSULATION

FOR MEDGAS OR EXPOSED

COPPER PIPE, PROVIDE HOLDRITE

CLAMP #280 FOR PIPE UP TO 2",

PROVIDE UNISTRUT CUSH-A-CLAMP

CLAMP FOR PIPE 2" AND LARGER

COMBINATION SPRING/RUBBER- IN-SHEAR VIBRATION

ISOLATOR -FIRST 20' AFTER ISOLATED EQUIPMENT

AND/OR BUILDING WATER ENTRY

HANGER ROD-FASTEN TO

STRUCTURE

FLEX-CONN.

PLUG VALVE

LUBRICATED

INSTALLATIONS, OMIT IF PROVIDED BY MANUFACTURER.

A GAS SEDIMENT TRAP SHALL BE PROVIDED WITH ALL

DIRP LEG

8" LONG

LUBRICATED

PLUG VALVE

FROM FIN. FLOOR

MIN. 6" CLEARANCE

DIELECTRIC UNION

SEE PLAN FOR SIZES

8" LONG

DIRP LEG

NOTE:

DIELECTRIC

UNION

KEYED NOTES :

PREFAB ALUMINUM CAP.

MATCHING ALUMINUM CURB 14" HIGH MIN. TO COMPLY WITH

WIND RATING, CURB MUST BE INSTALLED IN ACCORDANCE

WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

ALUMINUM FLANGE, FASTEN TO ROOF DECK.

ROOFING SYSTEM

ROOF DECK

PIPE SIZES FROM 0.25" THRU 1.90" O.D.

SEALED PIPE OPENING FOR SIZES FROM 0.25" THRU 1.90"

O.D.

PIPE SIZES FROM 1.90" THRU 15" O.D.

SEALED PIPE OPENING FOR SIZES FROM 1.90" THRU 15" O.D.

VANDAL RESISTANT STAINLESS STEEL SCREWS.

HANGERS AND HANGER ROD

IN CRAWLSPACE SHALL BE

CORROSIONS RESISTANT:

GALVANIZED OR STAINLESS

STEEL.

F H

NEW MAU-1

400,000 BTU

NEW GAS LOAD

640,000 BTU @175FT

EST DEV LENGTH

NEW 1 1/2"

IN NEW COOKING

LINE, FOR FUTURE

USE IF NEEDED

EXISTING

OVEN

120,000 BTU

EXISTING

OVEN

120,000 BTU

2"G

TYPICAL CONNECTION

TO SUSPENDED GAS

FIRED EQUIPMENTMOUNTED GAS FIRED

TO PAD AND ROOF

TYPICAL CONNECTION

EQUIPMENT

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

P4.1

PLUMBING DETAILS

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \P lu m bi ng

\P 4.

N G

d w g sa ve d

b y al on gs ha w p lo tte d

:5 6:

M b y tre nt to ph am

GENERAL ABBREVIATIONS

HVAC PIPING

HVAC EQUIPMENT

HVAC SYMBOL SCHEDULE

10.

CODE COMPLIANCE

MECHANICAL GENERAL NOTES

MECHANICAL GENERAL NOTES -

RENOVATIONS

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M1.1

MECHANICAL NOTES,

SYMBOLS, AND

ABBREVIATIONS

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \M ec ha ni ca l\ M

L N

S, S

, A

N D

TIO

N S.

d w g sa ve d

/5 /2

b y tto ph am p lo tte d

/1 2/

P M b y tre nt to ph am

04/12/2021

134A

AHU-1

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191.9816

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KH-2

KH-1

134A

AHU-1

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KEYED NOTES :

DEMO NOTES :

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M2.1

MECHANICAL FLOOR

PLANS

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \M ec ha ni ca l\ M

O O

A N

d w g sa ve d

:1 4:

M b y gi to p lo tte d

:5 8:

M b y tre nt to ph am

GENERAL NOTES:

MECHANICAL DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

MECHANICAL FLOOR PLAN

SCALE: 1/8" = 1'-0"

PERFORM PRE-CONSTRUCTION TAB AUDIT

OF AIR HANDLING UNIT AHU-1 SERVING THE

KITCHEN. DOCUMENT TOTAL SUPPLY,

RETURN AND OUTSIDE AIR FLOWS.

INDIVIDUAL AIR DEVICE AIR FLOWS NOT

REQUIRED. DELIVER ONE COPY OF REPORT

TO OWNER AND ONE COPY OF REPORT TO

ENGINEER.

INCLUDE POST-CONSTRUCTION TEST AND

BALANCE OF AIR HANDLING UNIT AHU-1 IN

TAB SCOPE. ADJUST OUTSIDE AIR FLOW

OF AHU-1 AS REQUIRED TO MAINTAIN

NEGATIVE PRESSURE IN KITCHEN

(MINIMUM 1000 CFM OFFSET RELATIVE TO

SUM OF ALL EXHAUST AIR FLOWS).

PROVIDE NEW SHEAVES AS REQUIRED.

RE: AIR BALANCE SUMMARY TABLE,

SHEET M8.1.

134A

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191.9816

551.9713

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DEMO NOTES :

134A

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KEYED NOTES :

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M2.2

MECHANICAL PIPING

PLANS

04/09/21

\3 T ec hn ic al

\D w gs \V

A W ac o

Bl d g

Ki tc he n Ho od R ep la ce m en t\

Sh ee ts \M ec ha ni ca l\ M

G P

d w g sa ve d

b y al on gs ha w p lo tte d

:5 8:

M b y tre nt to ph am

GENERAL NOTES:

MECHANICAL PIPING PLAN

SCALE: 1/8" = 1'-0"

MECHANICAL DEMOLITION PIPING PLAN

DEMO NOTES :

KEYED NOTES :

PENTHOUSE

R I D

G E

MAU-1

KEF-1

KEF-2

PENTHOUSE

R I D

G E

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M2.3

MECHANICAL ROOF

PLANS

04/09/21

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MECHANICAL DEMOLITION ROOF PLAN

SCALE: 1/8" = 1'-0"

MECHANICAL ROOF PLAN

SCALE: 1/8" = 1'-0"

GENERAL NOTES:

DPT

DSD

CONTROLS SYMBOLS LEGEND

MOTOR

END SWITCH

DIGITAL OUTPUT - START/STOP

HOUSED FAN

CURRENT SWITCH

DIGITAL INPUT ANALOG INPUT

ANALOG OUTPUT

DIFFERENTIAL PRESSURE

TRANSDUCER WITH HIGH

AND LOW PRESSURE PORTS

AVERAGING DUCT MOUNT

TEMPERATURE SENSOR

DUCT MOUNT TEMPERATURE

PROBE (SIZE TO CENTER OF

DUCT/AIRSTREAM)

DUCT MOUNT HUMIDITY

SENSOR

MOTORIZED DAMPER ACTUATOR

T SPACE TEMPERATURE SENSOR

H SPACE HUMIDITY SENSOR

STARTER

LOW VOLTAGE OR CONTROLS

WIRING

WIRING BY OTHERS

(HIGH VOLTAGE OR FIRE ALARM)

BAS COMM WIRING

ROOF MOUNTED EXHAUST FAN

COMBINATION STARTER/VFD

SPACE CO2 SENSOR

CO2

GAS FIRED HEATER

FLOAT SWITCH

STATIC PRESSURE SENSOR

(DUCT OR SPACE)

COMPRESSOR

REVERSING VALVE

LOW LIMIT SWITCH WITH

NORMALLY OPEN AND CLOSED

CONTACTS

SINGLE BLADE DAMPER

AXIAL FAN

POLY OR COPPER TUBING

FOR PRESSURE SENSORS

GAUGE PRESSURE SENSOR

AIR FLOW MEASURING STATION

ANALOG PRESSURE GAUGE

FILTER

DUAL POLE HIGH/LOW

PRESSURE SAFETY SWITCH

(NO & NC)

F I L

T E

AFMS

DIRECT EXPANSION

COOLING OR HOT GAS

REHEAT COIL

HGRH

COIL

OPPOSED BLADE DAMPER

BACK DRAFT DAMPER

(BAROMETRICALLY

CONTROLLED)

AVERAGING FLOW

CROSS WITH HIGH AND

LOW PICKUPS

TWO WAY CONTROL VALVE

DUCT SMOKE DETECTOR

SPACE OCCUPANCY SENSOR

PUSH BUTTON

OVERRIDE

MAU

CONTROLLER

OUTSIDE

AIR TEMP

COND. COIL

COIL

2-STAGE COMP

GAS HEAT ENABLE

COND FAN

OUTSIDE

AIR

SUPPLY

FAN

SPEED

F I L

T E

BAS INPUT/OUTPUT SUMMARY

SYSTEM/EQUIPMENT

DIGITAL

INPUT ANALOG

INPUT

DIGITAL

OUTPUT

ANALOG

OUTPUT

CALC-

ULATED DDC COMM

CARD NOTES

(DI) (AI) (DO) (AO)

KEF-1 & 2 1

FAN STATUS X

NOTES:

1. ALL POINTS SHALL BE WRITABLE FROM THE BMS WORKSTATION.

KITCHEN FAN CONTROL CENTER

THE KITCHEN HOODS SHALL BE EQUIPPED WITH A KITCHEN FAN CONTROL CENTER, WHICH SHALL HAVE THE FOLLOWING FUNCTIONALITY:

· VARIABLE EXHAUST FAN OPERATION BASED ON HOOD WELL TEMPERATURE

· HOOD FIRE SUPPRESSION CONTROL

KITCHEN HOOD EXHAUST CONTROL

HOODS KH-1 (LEFT SECTION) / KH-2 (RIGHT SECTION) ARE SERVED BY EXHAUST FAN KEF-1, HOODS KH-1(RIGHT SECTION) / KH-2

(LEFT SECTION) ARE SERVED BY EXHAUST FAN KEF-2.

HOOD EXHAUST FANS SHALL BE ENERGIZED AUTOMATICALLY BY TEMPERATURE SENSOR(S) LOCATED IN THE HOODS PER THE FOLLOWING

SEQUENCE:

IF THE HOOD TEMPERATURE AS SENSED BY ANY ONE OF HOOD-MOUNTED TEMPERATURE SENSOR(S) INCREASES ABOVE 110°F (ADJ.) THEN THE

EXHAUST FAN SHALL BE ENERGIZED. THE EXHAUST FAN SHALL BE DE-ENERGIZED IF THE TEMPERATURE SENSOR(S) AT THE HOOD ARE BELOW 110°

F FOR A PERIOD OF 15 MINUTES (ADJ.).

MAU-1 INTERLOCK

WHEN EITHER OF THE KITCHEN EXHAUST FAN CURRENT SENSORS DETECTS THAT A FAN IS ENERGIZED, MAU-1 SHALL BE ENERGIZED

AND OVERRIDDEN INTO OCCUPIED MODE (REGARDLESS OF SCHEDULE) TO ENSURE THAT ADEQUATE OUTSIDE AIR IS DELIVERED TO THE BUILDING.

KITCHEN HOOD FIRE SUPPRESSION CONTROL SEQUENCE

THE KITCHEN HOOD FIRE SUPPRESSION SYSTEM SHALL BE ACTIVATED BY A FUSIBLE LINK IN EACH HOOD OR BY EACH HOOD'S RESPECTIVE

MANUAL PULL STATION. THE FIRE ALARM SYSTEM AND THE BMS SHALL BE NOTIFIED IF THE HOOD FIRE SUPPRESSION SYSTEM ACTIVATES.

UPON ACTIVATION, THE KITCHEN HOOD EXHAUST FAN SHALL CONTINUE TO RUN. POWER TO THE EQUIPMENT UNDER EACH HOOD SHALL BE

INTERRUPTED.

ALARMS:

THE BMS SHALL MONITOR FAN STATUS FOR ALL KITCHEN EXHAUST FANS. AN ALARM SHALL BE GENERATED BY THE BMS IF ANY FAN IS RUNNING

FOR MORE THAN 1 HOUR OUTSIDE OF A SCHEDULE PROVIDED BY OWNER, SHOWING "KEF-X IN REMOTE OVERRIDE".

KITCHEN

EQUIPMENT

MANUAL PULL STATION,

REMOTELY LOCATED

(ONE FOR EACH HOOD)

V F

KEF-1 THRU 2

KITCHEN FAN

CONTROL CENTER

TWO PER HOOD

KITCHEN HOOD

(TYP FOR KH-1 & KH-2)

ELEC SHUNT

TRIP

BREAKERS

FIRE

SUPPRESSION

SYSTEM

FIRE ALARM RELAY

HOOD

LIGHTS

KITCHEN

CONTROL

CENTER

INPUTS OUTPUTS

KH-1A/1B LIGHTS

ELEC SHUNT TRIP BREAKERS

KEF-1 START/STOP

KEF-1 FAN SPEED CONTROL

KH-1 TEMPERATURE SENSORS

KH-2 TEMPERATURE SENSORS

FIRE RELAY

KEF

MICRO

DRIVE

BACNET

INTERFACE

TO BMS

NOTE:

PROVIDE ALL CONTROLS ITEMS NECESSARY FOR STANDALONE

OPERATION OF KITCHEN FAN CONTROL SYSTEM

MAP ALL AVAILABLE BACNET POINTS TO THE BMS

FRONT END FOR MONITORING.

REMOTE

DIGITAL

DISPLAY

KH-2 LIGHTS

BAS COMMUNICATION WIRING,

MAP

DATA FROM BAS NETWORK CARD

AT VFD TO FRONT END

KEF-2 START/STOP

KEF-2 FAN SPEED CONTROL

KEF

MICRO

DRIVE

KEF-1

FAN

STATUS

KEF-2

FAN

STATUS

SEQUENCE OF OPERATION -

KITCHEN HOOD KH-1 & 2 EXHAUST SYSTEM

KH-1 & 2 KITCHEN HOOD CONTROL

CENTER INTERFACE DIAGRAM

VARIABLE VOLUME

KITCHEN FAN CONTROL CENTER CONTROL DIAGRAM

FIRE ALARM OUTPUT

TEMPERATURE SENSORS

THE MAU FAN SPEED SHALL TRACK THE EXHAUST FAN SPEED. TAB SHALL SET VFD HZ SIGNAL TO MATCH KEF AND MAU AIRFLOWS

PROPORTIONATELY. THE ONBOARD CONTROLLER SHALL MODULATE THE HEATING AND COOLING TO MAINTAIN A SUPPLY AIR TEMPERATURE AT

± 10° F (ADJ) FROM THE ZONE TEMPERATURE. THE UNIT SHALL OPERATE UNDER OCCUPIED MODE UNTIL BOTH KITCHEN EXHAUST FANS ARE

DE-ENERGIZED FOR A PERIOD OF 5 MINUTES (ADJ.), AT WHICH TIME THE UNIT WILL FALL BACK TO ITS NORMAL OPERATING SCHEDULE.

1. GENERAL:

UNIT SHALL BE PROVIDED WITH MANUFACTURER'S UNIT CONTROLLER WITH BACNET MSTP INTERFACE AS SPECIFIED. MANUFACTURER SHALL PROVIDE UNIT WITH

ALL SENSORS, DEVICES, ETC. TO PROVIDE UNIT CONTROLS SEQUENCE PER BELOW; CONTRACTOR SHALL PROVIDE ALL ITEMS INDICATED TO BE CONTROLLED

DIRECTLY BY THE BMS (E.G. MONITORING SENSORS, NATURAL GAS REHEAT COIL ITEMS, ETC.). CONTRACTOR SHALL COORDINATE TO WRITE ANY NECESSARY POINTS TO

UNIT CONTROLLER FROM BMS; REFER TO I/O SUMMARY TABLE.

2. SUPPLY FAN CONTROL

MAKE-UP AIR UNIT CONTROLLER SHALL RECEIVE AN ON/OFF SIGNAL AND FAN SPEED CONTROL SIGNAL FROM THE KITCHEN HOOD FAN CONTROL CENTER; REFER

TO KITCHEN HOOD FAN CONTROL CENTER SEQUENCE.

3. DX COOLING CONTROL

WHEN THE SUPPLY AIR FAN IS PROVEN ON AND THE OUTSIDE AIR TEMPERATURE IS ABOVE 75F, MODULATE THE DX COOLING TO MAINTAIN THE LEAVING AIR

TEMPERATURE AT THE COOLING COIL LEAVING AIR TEMPERATURE SETPOINT (DEFAULT 75F, ADJUSTABLE).

4. NATURAL GAS HEATING COIL CONTROL

WHEN THE SUPPLY AIR FAN IS PROVEN ON AND THE OUTSIDE AIR TEMPERATURE IS BELOW 60F, MODULATE THE NATURAL GAS BURNER TO

MAINTAIN THE REHEAT LEAVING AIR TEMPERATURE SETPOINT (DEFAULT 60F, ADJUSTABLE).

5. ALARMS:

GENERATE AN ALARM AT THE BMS FRONT-END WHEN THE COOLING/HEATING IS ENABLED AND THE SETPOINT IS NOT MET FOR A PERIOD OF 5 MINUTES

(ADJUSTABLE) AND ANY ALARM GENERATED BY THE MAKE-UP AIR UNIT ONBOARD CONTROLLER.

SINGLE ZONE VAV DX ROOFTOP UNIT

DIAGRAM AND SEQUENCE OF OPERATION (MAU-1)

F I L T

E R

T T

DSD

BAS INPUT/OUTPUT SUMMARY

SYSTEM/EQUIPMENT

DIGITAL

INPUT

ANALOG

INPUT

DIGITAL

OUTPUT

ANALOG

OUTPUT

DDC COMM

CARD (R/W) NOTES

(DI) (AI) (DO) (AO)

MAU-1 1, 2

SUPPLY FAN START/STOP W

SUPPLY FAN STATUS R

SUPPLY FAN OUTPUT SPEED W

SUPPLY FAN FEEDBACK SPEED R

OUTSIDE AIR TEMPERATURE X

OUTSIDE AIR RELATIVE HUMIDITY X

DISCHARGE AIR TEMP R

FIRE ALARM RELAY X

NOTES:

1. DDC COMM CARD POINTS ARE MARKED "R" FOR READ AND "W" FOR WRITE FROM PERSPECTIVE OF BMS.

COND. COIL

SUPPLY AIR TO KITCHEN

HOOD MAKE-UP AIR PLENUM

COOLING

COIL AIR

LAT

OUTSIDE

AIR

TEMP.

OUTSIDE AIR

COIL

SMOKE

DETECTOR

SPECIFIED

IN DIV. 28.

CONTROL

INTERLOCK

WIRING

TO FAN

VFD

FAR

FIRE

ALARM

RELAY

CONTROL

INTERLOCK

WIRING

TO UNIT

CONTROLLER FOR

SHUTDOWN

DAMPER AND

ACTUATOR BY UNIT

MANUFACTURER

FILTER

GAUGE

FILTER

DPT

UNIT STATE/STATUS R

EMERGENCY OVERRIDE (ON/OFF) W

2. ALL ALARM POINTS FROM UNIT CONTROLLER SHALL BE PULLED THROUGH BACNET INTERFACE.

OUTDOOR AIR TEMPERATURE W

GAS

HEAT

(MODULATING)

REHEAT

LEAVING

AIR

TEMP.

REHEAT LEAVING AIR TEMPERATURE X

NATURAL GAS BURNER X

MAKE-UP AIR PLENUM

2-STAGE COMP

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M7.1

MECHANICAL CONTROLS

04/09/21

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/1 2/

P M b y tre nt to ph am

MENDEZ NGINEERINGE

Registration # F-14070

12950 Country Parkway, Suite 120

San Antonio, Texas 78216

Office: 210-802-0808 www.MendezEngineering.com

Austin 811 Barton Springs Road, Suite 900, Austin, Texas 78704 p: 512.478.7286 f: 512.478.7441 San Antonio 4040 Broadway, Suite 200, San Antonio, Texas 78209 p: 210.224.6032 f: 210.224.6453

ENGINEERING FIRM:

O'CONNELL ROBERTSON

O N

, I N

M8.1

MECHANICAL SCHEDULES

04/09/21

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HOOD SUPPLY PLENUM - RECTANGULAR TO ROUND

NOT TO SCALE

NEGATIVE PRESSURE CONDENSATE

DRAIN PIPING

NOT TO SCALE

FLEXIBLE CONNECTOR

NOT TO SCALE

TYPE I KITCHEN HOOD UPBLAST EXHAUST FAN DETAIL

NOT TO SCALE

DUCT ACCESS DOOR DETAIL

NOT TO SCALE

DUCT CONSTRUCTION - RADIUS AND MITERED ELBOWS

NOT TO SCALE

1" x 1/8" DRAW BAND

FLEXIBLE MATERIAL

AS SPECIFIED

SHEET METAL SCREWS

ON 12" CENTERS

RIVET ON 4"

CENTERS

DUCT

1-1/2"

1/2"

1-1/2" MIN. TO 3" MAX. INSTALLED.

6" NOMINAL WITH MATERIAL TAUT.

WASHER

FLANGED CONNECTION

ON FAN SIDE.

1/2"

ROUND FLEXIBLE CONNECTION

SHEETMETAL AS

SPECIFIED FOR

DUCTWORK

KITCHEN HOOD

EXHAUST FAN

FLASH INTO ROOF

PER ARCH. DETAIL

INSULATED ROOF CURB

WELDED GREASE DUCT UP THROUGH

ROOF TO CONNECT TO FAN INLET

(REFER TO PLAN FOR SIZE); PROVIDE

INSULATED FIRE WRAP AS SPECIFIED

M I N

C H

A R

G E

DIV. 26 SHALL CONNECT TO

DISCONNECT WITH LIQUID TIGHT

FLEXIBLE CONDUIT. REF ELECTRICAL

DRAWINGS. PROVIDE ENOUGH SLACK

ON FLEXIBLE CONDUIT TO ALLOW FOR

HINGED CURB CAP TO FULLY OPEN.

GREASE TRAP

HINGED CURB CAP

NEMA-3R DISCONNECT,

FACTORY WIRED TO

MOTOR; PROVIDE ON

HINGED SIDE OF FAN

ROUTE GREASE DUCT MIN. 18"

ABOVE ROOF (PER NFPA 96)

UP TO FAN INLET

NOTE: FOR SUPPLY DUCT ONLY

(NOT ALLOWED FOR GREASE EXHAUST DUCT)

RECTANGULAR TO ROUND TAKE-OFF WITH DAMPER AS SPECIFIED

PLAN VIEW

BUTTERFLY DAMPER

DUCT WRAP

MAIN DUCT RUN

SECTION A-A

DAMPER OPERATOR

SECTION B-B

45°

W W2

SHORT RADIUS WITH SPLITTER VANES

RADIUS "R" SHALL

BE EQUAL TO OR

GREATER THAN W

1/3 W

T SHALL BE NOT

LESS THAN (NLT) 4"

MITERED ELBOW WITH TURNING VANES

ACCESS DOOR

IN ELBOW FOR

W2>24" WIDE

STANDARD RADIUS (NO VANES)

RADIUS "R" SHALL

BE EQUAL TO 1.5W

SEE NOTE 8

NOTES

1. AS SPACE ALLOWS, THE PREFERENCE FOR ELBOWS SHALL BE STANDARD RADIUS, THEN SHORT RADIUS, THEN MITERED.

2. STANDARD RADIUS ELBOWS SHALL NOT HAVE SPLITTER VANES. ALL ELBOWS WHERE R< 1.5W SHALL BE CONSTRUCTED

WITH SPLITTER OR TURNING VANES. ALL VANES TO BE SUPPORTED AND FASTENED AS SPECIFIED PER SMACNA.

3. SHORT RADIUS ELBOWS SHALL HAVE A MINIMUM TWO SPLITTER VANES FOR W ≥ 18" AND ONE SPLITTER VANE FOR

W < 18". ALL VANES SPACED EVENLY.

4. MITERED ELBOWS SHALL HAVE SINGLE THICKNESS TURNING VANES UP TO 36". DOUBLE THICKNESS VANES SHALL BE USED

WHEN VANE LENGTH IS GREATER THAN 36".

5. MITERED ELBOWS SHALL HAVE A THROAT (T) NLT 4".

6. ALL TURNING VANES SHALL HAVE A 2" RADIUS, 1-1/2" MAXIMUM SPACE BETWEEN VANES.

7. WHEN W-1 DOES NOT EQUAL W-2, VANE SHALL BE CONSTRUCTED WITH VANE RUNNERS AND INSTALLED WITH RUNNERS

TANGENT TO THE AIR STREAM.

8. PROVIDE SQUARE ACCESS DOOR UPSTREAM OF ALL SPLITTER/TURNING VANES TO FACILITATE CLEANING. MIN. SIZE SHALL

BE (W-2") UP TO 24"x24" MAX.

9. SQUARE THROATS NOT PERMITTED ON RADIUS ELBOWS.

10. TURNING VANES AND SPLITTER VANES ARE NOT ALLOWED ON THE FOLLOWING DUCT SYSTEMS: RETURN AIR, EXHAUST AIR, UNFILTERED OUTSIDE AIR.

SEE NOTE 9

'A' = 'B' + 'C'

'B' = MAXIMUM TOTAL LESS EXTERNAL STATIC PRESSURE +1"

'C' = (1/2)B

NOTES:

1. DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE

NIPPLE ON THE UNIT DRAIN PAN CONNECTION.

2. FITTINGS MAY BE ROTATED AS REQUIRED TO ALLOW FOR

CLEARANCE WITH OTHER ADJACENT EQUIPMENT AS LONG AS

THE VERTICAL AXIS REMAINS PLUMB. (ADDITIONAL FITTINGS,

I.E., ELLS MAY BE REQUIRED OTHER THAN SHOWN HERE).

SIZES AS SHOWN ON PLANS

UNION, TYP.

THREADED CAPPED TEE

VENT

SLOPE AND ROUTE

TO DRAIN

UNIT

BASE

RAIL

COOLING

UNIT

"A"

"B"

"C"

1" FLANGE & HEM

BOLT ON 4" CENTERS

1" x 1/8" BAND STEEL

FLEXIBLE MATERIAL

AS SPECIFIED

1-1/2" POCKET

SLIP

DUCT

SHEETMETAL AS

SPECIFIED FOR

DUCTWORK

1-1/2" MIN.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 21, 2021.