580-20-118 Addendum 1 FX001 Revised Drawing.pdf
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- Attached to
- Y1DA--580-20-118 Renovate ER Fast Track Space
- Solicitation number
- 36C25623R0015
About this file
This document contains a sources sought notice and request for information from the Department of Veterans Affairs regarding a renovation project at the Michael E. DeBakey VA Medical Center in Houston, Texas. The project involves renovating approximately 4,153 square feet of existing emergency department space into administrative offices and fast track examination rooms. Interested small businesses, including service-disabled veteran-owned small businesses, are requested to provide statements of interest, certifications, capability statements, and descriptions of relevant past performance by January 13, 2023. The response should include the firm's name, address, DUNS, CAGE code, and point of contact. The award will be a firm-fixed-price contract between $2,000,000 to $5,000,000. Responses are requested by email to the specified contracting specialist by the closing date.
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NOTE: NOT ALL SYMBOLS MAY BE USED ON THIS PROJECT
SEMI-RECESSED SPRINKLER HEAD
UPRIGHT SPRINKLER HEAD
FIRE LINEFL
CONCEALED SPRINKLER HEAD
PENDANT SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
FIRE DEPARTMENT CONNECTION (FDC)
FIRE DRAINDRAIN
POINT OF NEW CONNECTION
LIMIT OF DEMOLITION
NEW WORK KEYNOTE
DEMOLITION KEYNOTE
FIRE PROTECTION CONTRACTORFPC
TAMPER SWITCH
FLOW SWITCH
CHECK VALVE
GATE VALVE
EXTERIOR ALARM GONG (WATER ACTIVATED)
TEST AND DRAIN ASSEMBLY
BACKFLOW PREVENTER
T&D
TS
FS
ORDINARY HAZARD
GROUP 1 OCCUPANCY
DETAIL OR SECTION MARK
SHOWN ON DRAWING
DETAIL MODULE NUMBER
ORDINARY HAZARD
GROUP 2 OCCUPANCY
LIGHT HAZARD
THE FIRE PROTECTION DRAWING IS DESIGNED TO BE IN CONFORMANCE WITH NFPA
13. IT IS A PERFORMANCE BASED DRAWING INDICATING THE EXTENT OF FIRE
PROTECTION WORK FOR THE AREA THAT THIS DRAWING REPRESENTS. THIS
DRAWING IS “FOR INFORMATION ONLY”, AS A REFERENCE FOR THE FIRE
PROTECTION CONTRACTOR TO BASE THE DESIGN OF THE FIRE PROTECTION
SYSTEM ON. THE CONTRACTOR SHALL VERIFY THE EXACT CONDITIONS THAT THIS
DRAWING REPRESENTS, INCLUDING ANY PERCEIVED CONCEALED SPACES, AND THE
BUILDING TYPE AND CONSTRUCTION AS OUTLINED IN THE INTERNATIONAL BUILDING
CODE, PRIOR TO THE START OF WORK. REFER TO THE INTERNATIONAL BUILDING
CODE, NFPA 13, AND THE PROJECT SPECIFICATIONS FOR OTHER FIRE PROTECTION
REQUIREMENTS.
FLUSHING CONNECTION
FEED OR CROSS MAIN.
TYPICAL TEE WITH
CROSS MAIN PITCH
TOWARDS FEED MAIN.
NOTE: INSTALL FLUSHING
CONNECTION AT END OF
CROSS MAINS.
2" NIPPLE 4" LONG
WITH CAP.
MECHANICAL TEE
NEW PIPING
MECHANICAL TEE
SCREWED END
STEEL BEAM
RETAINING STRAP
C-CLAMP
THREADED HANGER ROD
ADJUSTABLE RING HANGER
NOTE:
HANGING DETAILS SHOWN ARE SUBJECT TO REQUIREMENTS OF SEISMIC DESIGN.
EXPANSION ANCHOR HILT QUIK
BOLT TZ OR APPROVED EQUAL.
EXPANSION ANCHOR SHALL BE
QUALIFIED FOR USE IN CRACKED
CONCRETE PER ACI 355.2
EXISTING CONCRETE SLAB
AUTO. SPRINKLER PIPE
SET SCREW
SURGE RESTRAINER
INSTALL INSULATION AFTER
CAULKING SLEEVE, SEAL
ANNULAR SPACE.
FIRE RATED WALL AND OR SLAB.
STEEL PIPE SLEEVE TERMINATE
SLEEVE FLUSH WITH FINISHED
SURFACE.
UL-LISTED FIRESTOPPING
FINISHED ESCUTCHEON PLATE
FLUSH AGAINST WALL AND OF
SIZE TO COMPLETELY COVER
OPENING.
APPROVED TYPE FIRE SAFE &
SMOKE TIGHT CAULKING SEALER
BETWEEN BARE PIPE AND SLEEVE.
NOTE:
MINIMUM SIZE OF OPENINGS AROUND SPRINKLER PIPE PENETRATIONS OF CONCRETE OR CMU WALLS
SHALL BE IN ACCORDANCE WITH NFPA 13 SEISMIC REQUIREMENTS.
1" X ARMOVER
1" 90 EL
1" X DROP
DROP NIPPLE
1" x 1/2" R.C. REDUCER
NOTE:
1. ALL SPRINKLERS SHALL BE FM APPROVED QUICK RESPONSE.
2. ALL EXPOSED PIPING SHALL BE PAINTED RED.
SUSPENDED CEILING
HANGERS SHALL
BE PROVIDED AS
REQUIRED BY
NFPA 13 TYPICAL
1" x 2" NIPPLE
BRANCH LINE
PENDENT SPRINKLER HEAD
1. LOCATIONS SHOWN FOR EXISTING FIRE PROTECTION PIPE AND EQUIPMENT ARE APPROXIMATE. FIELD VERIFY THE EXACT LOCATIONS OF EXISTING FIRE PROTECTION LINES AND EQUIPMENT INCLUDING RISERS AND VALVES PRIOR TO START OF
WORK.
2. COORDINATE WITH COR FOR ANY SHUTDOWNS OR PLANNED INTERRUPTIONS OF THE FIRE PROTECTION SERVICE. GIVE THE
COR THREE (3) DAYS NOTICE PRIOR TO PLANNED SHUTDOWN OR INTERRUPTION.
3. COORDINATE DEMOLITION OF FIRE PROTECTION PIPING WITH OTHER PIPING WHICH IS NOT TO BE REMOVED. PROTECT
OTHER PIPING WHICH IS NOT TO BE REMOVED FROM DAMAGE, DIRT, AND DEBRIS.
4. FIRE PROTECTION RELATED EQUIPMENT AND PIPING WHICH IS REMOVED FROM THE BUILDING IS TO BE TAKEN OFFSITE AND
DISPOSED OF.
5. REMOVE SPRINKLER MAINS, BRANCHES AND SPRINKLERS BACK TO THE ZONE CONTROL VALVE AS NEEDED TO INSTALL NEW
SPRINKLER SYSTEM.
1. USE NFPA-13 (CURRENT EDITION), CHAPTER 27, “PLANS AND CALCULATIONS” AS A GUIDELINE WHEN PREPARING SUBMITTALS FOR REVIEW. DISREGARD ONLY THOSE ITEMS NOT APPLICABLE TO THE INDIVIDUAL BUILDING SYSTEM. FIRE PROTECTION MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA-13 FOR THE
INSTALLATION OF AUTOMATIC SPRINKLER SYSTEM.
2.
3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ROOM FINISH SCHEDULE WHICH INDICATE CEILING HEIGHTS.
COORDINATE WITH ARCHITECT'S REFLECTED CEILING PLAN FOR LOCATION OF SPRINKLER HEADS IN AREAS WITH CEILINGS.
LOCATE HEADS IN AREAS WITHOUT CEILINGS AS REQUIRED BY NFPA AND VA REQUIREMENTS FOR THE APPROPRIATE
HAZARD CLASSIFICATION.
4. THIS FACILITY IS FULLY SPRINKLERED. FIRE SUPPRESSION SYSTEM SHALL BE WET PIPE TYPE SYSTEM WITH COMPLETE SPRINKLER PROTECTION UNLESS NOTED OTHERWISE. SYSTEM TO BE DESIGNED AS REQUIRED BY NFPA AND VA
REQUIREMENTS FOR THE APPROPRIATE HAZARD CLASSIFICATION.
5. SPRINKLER HEAD LAYOUTS INDICATED ARE BASED ON OCCUPANCY HAZARD CLASSIFICATIONS OUTLINED IN NFPA-13 AND VA
STANDARDS.
6. HYDRAULICALLY CALCULATE SPRINKLER IN ACCORDANCE WITH REQUIREMENTS FOR APPROPRIATE HAZARD OCCUPANCY.
PROVIDE ACTUAL NUMBER OF HEADS, REQUIRED SPACING AND PIPE ROUTING AS REQUIRED FOR CLEARANCE WITH STRUCTURAL CONDITIONS AND OTHER TRADES TO PROVIDE A COMPLETE AND OPERABLE SYSTEM IN ACCORDANCE WITH
NFPA AND VA REQUIREMENTS.
7. BUILDING IS PROVIDED WITH FIRE PUMP & PUMP FLOW TEST DATA IS PROVIDED IN LINE SPECIFICATIONS AS REFERENCE.
OBTAIN LATEST PUMP DATA AT THE TIME OF CONSTRUCTION. PROVIDE HYDRAULIC CALCULATION FOR VA REVIEW
8. EXISTING SPRINKLER MAINS AND BRANCH PIPING LAYOUT TO BE VERIFIED AT SITE. SPRINKLER CONTRACTOR SHALL DESIGN THE SYSTEM AND ROUTE PIPING AS REQUIRED FOR CONFORMANCE WITH ACTUAL BUILDING CONDITIONS AND NFPA
REQUIREMENTS. COORDINATE SPRINKLER WORK WITH ALL OTHER TRADES TO AVOID CONFLICT.
9. SUPPORT NEW PIPING AND EQUIPMENT FROM STRUCTURE. PROVIDE ALL SUPPLEMENTAL STEEL TO SPAN BETWEEN PRIMARY BUILDING STRUCTURAL MEMBERS. DESIGN SUPPLEMENTAL STEEL AND SUPPORTS INCLUDING REACTION LOADS
AT PRIMARY BUILDING STRUCTURAL MEMBERS.
10. PROVIDE SPRINKLER HEADS IN CONCEALED LOCATIONS IN ACCORDANCE WITH NFPA REQUIREMENTS.
11. CLEAN ENTIRE WORK AREA OF ALL DUST, DIRT, AND OTHER DEBRIS. MAINTAIN WORK AREA IN CLEAN CONDITION.
12. PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. REQUIRED FOR COMPLETE AND FUNCTIONAL SYSTEM AS
SPECIFIED AND INDICATED ON THE DRAWINGS.
13. SUBMIT ONE COMPLETE SET OF AUTOMATIC SPRINKLER SYSTEM DRAWINGS, HYDRAULIC CALCULATIONS, CURRENT WATER FLOW TEST, AND THE EQUIPMENT DATA BROCHURES PREPARED BY OR UNDER THE SUPERVISION OF, AND SEALED BY A
PROFESSIONAL ENGINEER.
14.
15. TO MAINTAIN WALL RATING, PROVIDE FIRE STOPS / SEALANT AT ALL PIPE PENETRATIONS THROUGHOUT FIRE RATED WALLS.
REVIEW ARCHITECTURAL PLANS PRIOR TO BIDDING AND INDICATE PENETRATIONS ON SPRINKLER LAYOUT SUBMITTAL.
16.
17.
18. FURNISH AND INSTALL ARMOVER SUPPORTS FOR ALL END OF LINE BRANCH LINES IN ACCORDANCE WITH NFPA-13.
19. ALL DROPS TO SPRINKLER HEADS SHALL TEE / ELBOW OFF TOP OF BRANCH PIPE, EXCEPT WHERE STRUCTURAL, ARCHITECTURAL OR MECHANICAL EQUIPMENT CONDITIONS PRECLUDE CONNECTION AT TOP OF PIPE.
20. SPRINKLER HEADS SHALL BE IN A SYMMETRICAL PATTERN, NOT NECESSARILY IN THE CENTER OF ROOMS, CORRIDORS OR
CEILING TILE. LOCATE CENTERED IN CEILING TILE WHERE POSSIBLE.
21. LOCATE THE INSPECTOR'S TEST CONNECTION AND MAIN DRAIN LOCATIONS IN ACCORDANCE WITH NFPA-13.
22.
23.
24.
1. DURING THE TIME THAT THE FIRE PROTECTION RENOVATION WORK IS BEING PERFORMED, AND THE FIRE PROTECTION SYSTEM IS OUT OF COMMISSION, CONTRACTOR SHALL HAVE SUFFICIENT PERSONNEL ONSITE TO KEEP A “FIRE WATCH” ON THE FACILITY IN ACCORDANCE WITH VA REQUIREMENTS. AN OUT OF SERVICE TAG MUST BE PLACED AT THE FIRE ALARM PANEL AND THE FIRE DEPARTMENT CONNECTION. REFER TO INTERNATIONAL FIRE CODE CHAPTER 9, SECTION 901.7.
2. FIRE WATCH PERSONNEL ARE TO KEEP WATCH FOR FIRES IN THE GENERAL AREA OF PERFORMANCE, THE PERSONS
PERFORMING THE FIRE WATCH ARE NOT PERMITTED TO PERFORM ANY OTHER DUTIES.
3. FIRE WATCH PERSONNEL ARE TO HAVE FIRE EXTINGUISHING EQUIPMENT READILY AVAILABLE AND TO BE TRAINED IN ITS USE.
4. THE QUANTITY OF PERSONNEL INVOLVED IN THE FIRE WATCH IS TO BE ADEQUATE SUCH THAT EACH FLOOR, LEVEL, AND
ROOM OF THE FIRE AREA IS COVERED.
1. CONTRACTOR SHALL COMPLY WITH THE VA'S INFECTION CONTROL RISK ASSESSMENT REQUIREMENTS AND WRITTEN DUST
CONTROL PLAN.
2. EXISTING AIR QUALITY REQUIREMENTS AND OTHER UTILITY REQUIREMENTS FOR OCCUPIED AREAS SHALL BE MAINTAINED.
3. RENOVATION AREAS SHALL BE ISOLATED FROM OCCUPIED AREAS DURING CONSTRUCTION USING AIRTIGHT BARRIERS.
PROVIDE EXHAUST AIRFLOW IN A MANNER THAT SHALL BE SUFFICIENT TO MAINTAIN NEGATIVE AIR PRESSURE IN THE CONSTRUCTION ZONE. COORDINATE TEMPORARY BARRIERS WITH INTERIM LIFE SAFETY MEASURES.
4. FIRE PROTECTION SYSTEM REVISIONS SHALL BE PROPERLY PERFORMED TO LIMIT WATERBORNE OPPORTUNISTIC
PATHOGENS.
5. CRUCIAL VENTILATION SPECIFICATIONS FOR AIR BALANCE AND FILTRATION SHALL BE VERIFIED BEFORE COR/VA ACCEPTANCE.
Engineers Architects
Revisions: Date
Drawing Title
Approved
Project Title
Location
VA PROJECT NUMBER
Building Number
Drawing Number
Dwg of
VA FORM 08-6231
Office of Construction and Facilities Management
CONSULTANTS: PROJECT MANAGER
Date Checked Drawn
FULLY SPRINKLERED
ACG Project Number
Headquarters:
Apogee Consulting Group, P.A.
1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.
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FX001
FIRE SUPPRESSION GENERAL
INFORMATION
1 3SMH
RENOVATE ER FAST TRACK
SPACE
MICHAEL E. DEBAKEY VAMC
2002 HOLCOMBE BOULEVARD
HOUSTON, TX 77030 AUGUST 15, 2022
100% CONSTRUCTION DOCUMENTS
580-20-11820-252
SPG
FIRE SUPPRESSION SYMBOLS AND ABBREVIATIONS
Scale: No Scale
MECHANICAL TEE AND FLUSHING CONNECTION DETAIL
Scale: No Scale
PIPE HANGER SUPPORT DETAIL
Scale: No Scale
SPRINKLER PIPE SLEEVE THRU FIRE RATED WALL DETAIL
Scale: No Scale
SEMI-RECESSED PENDENT SPRINKLER DETAIL
FIRE SUPPRESSION DEMOLITION GENERAL NOTES
FIRE SUPPRESSION GENERAL NOTES
BUILDING AND OCCUPANT SAFETY - INTERRUPTION OF
FIRE PROTECTION SERVICE
INFECTION CONTROL MEASURES
1 ADDENDUM #01 11/23/2022
DocuSign Envelope ID: ABFF5118-A653-4EAA-9C35-DDB0521FABBD
11/23/2022
| Sheets |
| FX001 - FIRE SUPPRESSION GENERAL INFORMATION |
| 2022-11-23T10:43:52-0800 | |
| Digitally verifiable PDF exported from www.docusign.com |
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