ATTACH_2__PISP_305945_Reroof_VC_Drawings.pdf
PDF 1 MB Posted
- Attached to
- PISP-REPLACE VISITOR CENTER ROOF Federal contract opportunity
- Solicitation number
- 140PS126Q0060
About this file
This is a construction document set for a roof replacement project at the Visitor Center Building located within Pipe Spring National Monument in northern Arizona. The project involves removing the existing roof system and components down to the roof deck, installing a new Class A fire-rated standing seam metal roofing system with full coverage, and addressing high-temperature ice and water damage protection. The scope includes permanent fall protection anchors and new gutter and downspout drainage systems per IRC 2024 and IRUDC 2024 standards.
The applicable codes referenced include the International Building Code 2024, International Energy Conservation Code 2024, International Wildland-Urban Interface Code 2024, Standards International Fire Code (IFC) 2024 Edition, National Fire Protection Association codes, and the 2023 Edition Lightning Protection Standard. Key work elements shown on the roof plan and details sheet include removal of existing plumbing vents and mechanical exhaust roof penetrations, roof penetration and associated equipment demolition, installation of a new satellite dish and mount, replacement of weather station and supporting equipment, removal of radio communication antenna to be reinstalled post-construction, installation of stacked downspouts at specific locations, installation of D-ring fall protection roof anchors across the ridge, and replacement of wood fascia with painted components. The document references coordination with the Contracting Officer for any discrepancies between drawings and physical site conditions.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140PS126Q0060_Amd_0001.pdf | ||
| Attach__5_RFI_Answers_(Q_A)_0001.xlsx | XLSX spreadsheet | |
| ATTACH_1__PISP_305945_Reroof_VC_Specifications.pdf | ||
| ATTACH_4__WAGE_DETERMINATION_(AZ20260043).pdf | ||
| ATTACH_3__PRICING_SHEET.xlsx | XLSX spreadsheet | |
| Sol_140PS126Q0060.pdf |
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Text version
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WEST CABIN
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CORRAL
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EAST CABIN
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TUNNEL SPRING
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SIDEWALK
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MAIN SPRING
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HAY BARN
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HB & TCK
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PK NAIL
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COPPRWLD
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BRASSCAP
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HB & TCK
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HB & TCK
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REBAR
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REBAR
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HB & TCK
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HB & TCK
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BRASSCAP
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HB & TCK
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COPPRWLD
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PK NAIL
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RESIDENTIAL/UTILITY AREA
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HQ.
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PONDS
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MAINTENANCE
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SHOP
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SHED
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SHEDS
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RESIDENCE #6
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RESIDENCE #7
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RESIDENCE QM235
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RESIDENCE #8
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FORT
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RESERVATION OF KAIBAB
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TRIBE OF PAIUTE INDIANS
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HWY
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TO MOCCASIN
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APPROXIMATELY
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JOINT ADMINISTRATIVE
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CAMPGROUND
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FACILITIES
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1/4 MILE
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PIPE SPRINGS ROAD
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FLAGSTAFF
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KINGMAN
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CAMERON
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LAS
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VEGAS
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CEDAR CITY
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HURRICANE
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ESCALANTE
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CALIENTE
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ORDERVILLE
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WASHINGTON
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FREDONIA
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PIPE SPRING
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NATIONAL
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MONUMENT
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ST.
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GEORGE
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KAIBAB
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INDIAN
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RESERVATION
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UTAH
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ARIZONA
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NEVADA
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CALIFORNIA
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NEVADA
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UTAH
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ARIZONA
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LAKE
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MEAD
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GRAND
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CANYON
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BOULDER
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CITY
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BRYCE
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CANYON N.P.
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ZION
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CEDAR
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BREAKS
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COLORADO
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RIVER
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INFORMATION CENTER
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RANGER STATION
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PARK HEADQUARTERS
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VISITOR CENTER
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PARKING
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HQ.
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PARK BOUNDARY
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LEGEND
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STATE LINE
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TRAIL
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PAVED ROAD
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SCALE OF MILES
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SCALE OF FEET
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SCALE OF METERS
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PIPE SPRING NATIONAL MONUMENT
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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INTERMOUNTAIN REGION
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF PROJECT
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DRAWING NO.
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PMIS/PKG NO.
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OF
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SHEET
AutoCAD SHX Text 6/15/17 08:53 BACRE R20 P:\PROJECTS\PISP\COVER\PISPCOV.DWG XREFS: P:\PROJECTS\PISP\COVER\PISPBASE1.DWG;
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MOHAVE
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ARIZONA
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PIPE SPRING NATIONAL MONUMENT
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INTERMOUNTAIN
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NORTHERN
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ARIZONA
AutoCAD SHX Text 321/80,020 6/93; PARK MINI FOLDER 1990; REVISED & REDRAWN12/94; UPDATED 11/98 SGS; UPDATED 4/06 BAA
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COVER
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ROOF PLAN AND DETAILS
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SHEET
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SHEET
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SUB
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SHEET INDEX
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TITLE OF SHEET
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REPLACE ROOF
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VISITOR CENTER BUILDING
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CONST. DOC. DRAFT
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THIS PROJECT
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APPLICABLE CODES
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CODES NOTES & REFERENCES
AutoCAD SHX Text INTERNATIONAL BUILDING CODE, 2024 INTERNATIONAL EXISTING BUILDING CODE, 2024 INTERNATIONAL WILDLAND-URBAN INTERFACE CODE, 2024 NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS, INTERNATIONAL FIRE CODE (IFC) 2024 EDITION. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS, NFPA 780 LIGHTNING PROTECTION STANDARD (2023 EDITION)
AutoCAD SHX Text IEBC 2024 CHAPTER 602: ALTERATION LEVEL 1 IEBC 2024 CHAPTER 705.2: ROOF REPLACEMENT. REMOVE ALL EXISTING LAYERS OF ROOF CONSTRUCTION DOWN TO THE ROOF DECK. IEBC 2024 CHAPTER 705.5: FLASHINGS. INSTALL IN ACCORDANCE WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. IWUIC 2024 CHAPTER 504: CLASS 1 IGNITION-RESISTANT CONSTRUCTION REQUIRED.
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SUMMARY OF WORK
AutoCAD SHX Text REROOF EXISTING VISITOR CENTER WITH CLASS A FIRE RATED ASSEMBLY, INCLUDING STANDING SEAM METAL ROOFING WITH COVER BOARD AND HIGH TEMPERATURE SELF-ADHERING UNDERLAYMENT ACROSS FULL ROOF DECK. INSTALL SNOW RETENTION SYSTEM, PERMANENT FALL PROTECTION ANCHORS AND NEW GUTTER AND DOWNSPOUT DRAINAGE SYSTEMS PER IEBC 2024 & IWUIC 2024. OPTION: INSTALL LIGHTNING PROTECTION SYSTEM TO PROTECT FULL EXTENT OF VISITOR CENTER BUILDING PER NFPA 780.
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EXISTING PERGOLA TO REMAIN (NOT IN CONTRACT)
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OUTSIDE EDGE OF STONE WALL BELOW SHOWN DASHED, TYP
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CUPOLA #3
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CUPOLA #2
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CUPOLA #1
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EQ
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EQ
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EQ
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6" K-STYLE GUTTER WITH BACK LEG UNDER ROOFING
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CLEAT AND HEM PANEL ENDS PER MANUFACTURER INSTALL INSTRUCTIONS
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HIGH TEMPERATURE SELF-ADHERING UNDERLAYMENT OVER FULL ROOF SURFACE
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GUTTER STRAP WITH POP RIVET @ 24" O.C. MATCH GUTTER FINISH
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STANDING SEAM ROOFING WITH CONCEALED CLIP, INSTALL PER MANUF. RECOMMENDATIONS
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SNOW BRACKETS SHALL NOT BE INSTALLED BEYOND THE EXTERIOR BEARING WALL
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NON-COMBUSTIBLE LEAF GUARD TO MATCH GUTTER FINISH
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FIRE RESISTANT COVER BOARD INSTALLED PER MANUF. CLASS A ASSEMBLY REQUIREMENTS
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SELF-ADHESIVE FLASHING OVER BACK OF GUTTER LEG
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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ROOF PLAN & DETAIL
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K FOX
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C WALKER
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VISITOR CENTER
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PIPE SPRING NATIONAL MONUMENT
AutoCAD SHX Text 305945
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AutoCAD SHX Text GENERAL NOTES: 1. VERIFY JOB SITE CONDITIONS AND VERIFY JOB SITE CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST AVAILABLE INFORMATION. DISCREPANCIES BETWEEN THE DRAWINGS OR SOW AND THE PHYSICAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE COR FOR COORDINATION AS SOON AS POSSIBLE. 2. VERIFY ALL ROOF DIMENSIONS AND VERIFY ALL ROOF DIMENSIONS AND PENETRATION LOCATIONS IN FIELD. ROOF PENETRATION LOCATIONS IN THIS DRAWING ARE ARE APPROXIMATED. 3. EXISTING CONDITIONS ARE SHOWN IN GRAY EXISTING CONDITIONS ARE SHOWN IN GRAY LINEWORK WITHIN DRAWINGS ON THIS SHEET. 4. ALL WORK MUST BE COORDINATED AND ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE COR. 5. CONTRACTOR SHALL SUBMIT MATERIAL AND CONTRACTOR SHALL SUBMIT MATERIAL AND FINISH SAMPLES FOR ALL COMPONENTS TO COR FOR APPROVAL BEFORE PROCUREMENT. 6. REMOVE EXISTING ROOF SYSTEM AND REMOVE EXISTING ROOF SYSTEM AND COMPONENTS DOWN TO ROOF DECK (ROOF DECK TO REMAIN). INSTALL NEW CLASS A ROOFING SYSTEM TO INCLUDE STANDING SEAM METAL ROOFING AND FULL COVERAGE SELF-ADHERING HIGH TEMPERATURE ICE AND WATER SHIELD UNDERLAYMENT. 7. REFERENCE SCOPE OF WORK DOCUMENT REFERENCE SCOPE OF WORK DOCUMENT FOR ADDITIONAL REQUIREMENTS AND FULL SCOPE OF WORK. 8. PROVIDE ALL ACCESSORIES AND PROVIDE ALL ACCESSORIES AND COMPONENTS TO ENSURE A WATERTIGHT ROOFING SYSTEM. 9. IF BID OPTION TO INCLUDE LIGHTNING IF BID OPTION TO INCLUDE LIGHTNING PROTECTION SYSTEM IS TAKEN, REFERENCE SPECIFICATIONS FOR REQUIREMENTS.
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REMOVE WOOD SPACERS
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%%U VISITOR CENTER ROOF PLAN
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SCALE A
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%%U CUPOLA #2
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NOT TO SCALE
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FILL WIRE HOLE
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%%U FASCIA DETAIL AT GUTTER
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SCALE B
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AutoCAD SHX Text KEY NOTES: EXISTING PLUMBING VENT OR PLUMBING VENT OR MECHANICAL EXHAUST ROOF PENETRATION TO REMAIN. PENETRATIONS SHALL NOT CROSS A STANDING SEAM. WHERE A PENETRATION AT STANDING SEAM CANNOT BE AVOIDED, PROVIDE LOW-PROFILE EQUIPMENT CURB. ROOF PENETRATION AND ASSOCIATED EQUIPMENT TO BE DEMOLISHED (EXHAUST EQUIPMENT OR VENT STACK). REMOVE EXTENT OF ABANDONED PIPE OR DUCT BELOW ROOF DECK. REPLACE MISSING AREAS OF ROOF OF ROOF DECKING TO MATCH EXISTING. SATELLITE DISH AND MOUNT TO BE DEMOLISHED. WEATHER STATION AND SUPPORTING POLE TO BE DEMOLISHED RADIO COMMUNICATION ANTENNA TO REMAIN. ANTENNA MAY NOT BE REMOVEDAND SHALL REMAIN IN PLACE AT ALL TIMES. WIFI ANTENNA TO REMAIN. ANTENNA MAY NOT BE REMOVED AND SHALL REMAIN INPLACE AT ALL TIMES. DO NOT DISTURB EQUIPMENT. EXISTING CUPOLA TO REMAIN. REMOVE WOOD LOUVER ASSEMBLIES AND REPLACE EACH IN KIND. INSTALL HARDWARE CLOTH (NON-COMBUSTIBLE METAL MESH, MAXIMUM " OPENINGS) TO18" OPENINGS) TOMATCH EXISTING ON INTERIOR SIDE OF ALL NEW LOUVERS. SCRAPE, SAND AND AND REPAINT WOOD CUPOLA COMPONENTS TO MATCH EXISTING. CUPOLA ROOFING SHALL MATCH THAT OF THE REST OF OF THE REST OF THE ROOF. 6" K-STYLE GUTTER WITH LEAF GUARD TO MATCH FASCIA FINISH (WHITE). FINISH (WHITE). DOWNSPOUT LOCATIONS (D.S.) SHALL MATCH EXISTING AND TIE INTO EXISTING DRAINAGE SYSTEM AT GRADE. PROVIDE PROVIDE CONCRETE SPLASH BLOCK AT ANY ANY DOWNSPOUT NOT CONNECTED TO GRADE-LEVEL DRAINAGE SYSTEM. STACKED DOWNSPOUTS AT THIS LOCATION. MATCH EXISTING CONDITIONS. INSTALL SNOW GUARDS ON STANDING SEAMS, STAGGERED AS SHOWN. REFERENCE DIMENSIONED DASHED LINES FOR SPACING REQUIREMENTS. DO NOT INSTALL SNOW GUARDS PAST BEARING WALLS AT EAVE OR GABLE ENDS. INSTALL D-RING FALL PROTECTION ROOFANCHORS ACROSS RIDGE.
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SCALE OF FEET
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SCALE
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1-1/2" = 1'-0"
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