Rehabilitate Netherlands Carillion to Improve Safety and Visitor structure on the Experience polo grounds in West Potomac Park Project Overview while funds were being raised in the The Netherlands Carillon was a gift from the people of the Netherlands Netherlands for a to the people of the United States in gratitude for aid during and after permanent tower. World War II. The monument symbolizes friendship between the two countries, as well as a common allegiance to the principles of freedom, Constructed in 1960 justice, and democracy. The carillon originally housed 49 bells each by Dutch architect carrying an emblem and verse representing a region and group within Joost W.C. Boks, the Dutch society. 127-foot open steel structure of the The Netherlands Carillon is a historic property listed on the National Netherlands Carillon Register of Historic Places as part of Arlington Ridge Park, which is part is one of the first, if of the National Park Service George Washington Memorial Parkway. The not the first, carillon is situated on a ridge overlooking the Potomac River and modernist Washington, D.C. and provides expansive views of the National Mall, monument West Potomac Park, and Arlington National Cemetery. The site’s constructed in the adjacency to the U.S. Marine Corps War Memorial to the north and Capitol region, and Figure 1. Netherlands Carillion viewed from the southeast Arlington National Cemetery immediately to the south, draws 1.2 reflects an million visitors annually, including recreational visitors from Rosslyn’s immediate postwar rejection from the classicism favored by fascist residential areas. regimes. The open steel structure is centrally located within a square The original gift of the bells was conceived in 1950. In 1952, on a trip to plaza bordered by a low wall. The entrance to the plaza is flanked by the United States, Queen Juliana of the Netherlands presented two bronze lion sculptures designed by Boks and carved by Dutch President Truman with a small silver bell in a ceremony held in Meridian sculptor Paul Koning. A tulip library, also a gift from the Dutch, was Hill Park. The three leading Dutch foundries, Van Bergen, B. Eijsbouts, planted in a circular bed immediately to the east of the plaza in 1964. and Petit & Fritsen, began casting the bells that year and the site within The tree-planting plan for the Park was completed as part of the 1960’s the George Washington Memorial Parkway was selected. The bells National Capital Parks Planting Plan. A small successional woodland to were shipped to the United States in 1954 and hung in a temporary the southwest forms the backdrop to the carillon.
Rehabilitate Netherlands Carillon to Improve Safety and Visitor Experience NCPC Project Report – Page 1
Additional landscaped beds in the form of musical notes were planted in This campaign also included the addition of a 50th bell symbolizing 1967 and 1972 as part of Lady Bird Johnson’s Beautification Program, liberation. The dark bronze color of the tower was restored with the with a variety of annuals and perennials, in addition to tulips. approval of the Commission of the Fine Arts.
The carillon currently features automated chimes and concerts during the week and weekly live concerts during the summer months. While the carillon’s plaza is open to public visitation, the tower’s steel cladding is showing severe signs of deterioration and all public access into the tower structure is closed. The National Park Service and the Royal Netherlands Embassy will work in tandem to restore and upgrade the Netherlands Carillon. The NPS will fund the restoration of the structure and upgrades to accessibility. The Embassy plans to restore and retune the bells, upgrade the operating system, and add three bells to make the monument a Grand Carillon.
A conditions assessment and series of probes conducted in 2017 revealed that the structural frame of the carillon to be in sound condition, with minor areas of surface rust and section loss, which was found in areas of inadequate drainage. The deterioration of the steel panels, however, will require complete removal to treat both the front
and back sides of panels, as well as surface treatments to the galvanized Figure 2 Floral Library steel frame. In addition, the structural analysis of the additional loading In the early 1970’s the carillon was repainted a gray blue color. In 1983 of the new bells indicates that additional structural reinforcement of the less than twenty-five years after the carillon’s construction, a major eight central column bases will be required. renovation was undertaken to address deterioration of the steel panels. Treatment of the panels will require the complete removal of existing Again, the tower was repainted the light gray blue color, neither time coatings and treatment with a metalizing spray prior to treatment with with the approval of the Commission of Fine Arts. In 1994, in a high-performance coating system. The hazardous materials survey anticipation of the 50th Anniversary of the liberation of the Netherlands indicated that several samples have lead paint. The paint analysis did from the Nazis, another restoration campaign was completed through a not find evidence of the original bronze paint finish referenced in the cooperative agreement with the Netherlands Chamber of Commerce. documentation which supports that all of the paint was stripped prior to
Rehabilitate Netherlands Carillon to Improve Safety and Visitor Experience NCPC Project Report – Page 2
repainting in the 1970s. Some metal panels will require replacement, The bronze lion sculptures require permanent mounting to the low especially horizontal ceiling panels where water has been stagnating perimeter wall and general cleaning and waxing. The low basalt wall is and panels in contact with floor plates. in fair condition but requires crack repairs, replacement in kind of a few stones, and replacement of joint sealant. The slate plaza has many Horizontal checkered plate flooring surfaces of the tower will require broken and loose pavers which require replacement and resetting for replacement and detailing in order to pitch water away from the safe and level access. internal structure. Roofing surfaces will be treated with continuous liquid applied roofing membranes to prevent water infiltration through The Schematic Design phase is nearing completion and will be followed joints. Additional vents and weep holes will be added to increase the by the procurement of a Design-Build contractor in the Fall of 2018. passive ventilation within the structural frame. Removal of some non- Construction is anticipated to begin in February 2020 and be completed original elements which collect water will be required. in February 2021. Prior to 2020, the bells will be hoisted out of the tower and shipped to the Netherlands for retuning and restoration The Clavier Room is intended to provide an environment that is work. conducive to the preservation of the wood console and to the carilloneur’s comfort and playing ability. The current structure, with its Outreach and Coordination large windows, un-insulated steel walls, roof and floor, and non- functional vents serves this purpose poorly. Design changes to glazing, Scoping and Section 106 Consultation was initiated December 4th, 2017 shading and HVAC systems will be required to improve the functionality with Consulting Parties meeting conducted on January 9, 2018, which of the room and the preservation of the new console. included the Virginia Department of Historic Resources, the District of Columbia Historic Preservation office, the Royal Netherlands Embassy, Arlington National Cemetery, Ed Nassor (carillioneur), and National Capital Planning Commission. The U.S. Commission of Fine Arts reviewed the project in February with no objections.
Public scoping has not been conducted to date. The Royal Netherlands Embassy is planning for a public outreach and celebration in May to coincide with Dutch Liberation Day. When the bells return to the United States, there is anticipated to be a period of public exhibit before the bells are hoisted back into the rehabilitated steel tower.
Figure 3. Bronze lions by Dutch sculptor Paul Koning.
Rehabilitate Netherlands Carillon to Improve Safety and Visitor Experience NCPC Project Report – Page 3
Environmental and Historical Considerations
A Categorical Exclusion will be drafted by the National Park Service after Historic Resource the completion of the Assessment of Effect documentation is complete The proposed project will have a beneficial impact to the carillon, as (currently in draft form) and the Virginia Department of Historic degrading structural elements will be addressed and replaced in-kind. Resources has completed their review in the summer of 2018. The rehabilitation of the tower will require some modification to The Netherlands Carillon is a contributing feature to the Arlington Ridge historic fabric. Structural modifications to the tower will not be visible. Historic District (#09000688) and the Arlington Ridge Park Cultural Minor modifications to the original design to improve drainage will be Landscape. The bell tower, its plaza, and statuary are all featured in the undertaken so as not to impact the perceptible visual appearance. New NPS List of Classified Structures. railings and improvements to the stair will allow public visitation to the observation decks to be reinstituted.
Cultural Landscape
There are no anticipated impacts to the plaza, statuary, or surrounding landscape. The proposed project will have a beneficial impact to the landscape, as the aesthetics of the Carillon will be greatly improved following the rehabilitation. During construction, existing trees and floral libraries will be protected.
Archaeology
No ground disturbance activities are anticipated as part of the project outside of the immediate plaza area. The only anticipated disturbance would be in previously impacted plaza in the event a ground loop wire and rods are installed around the perimeter of the carillon for a proposed lightning protection system. Figure 4 Aerial view of the Netherlands Carillon from the east during setup for U.S. Marine Corps marathon. Although there are no documented archaeological resources in the immediate area, resources could be impacted by compacted soils from
Rehabilitate Netherlands Carillon to Improve Safety and Visitor Experience NCPC Project Report – Page 4
cranes or heavy machinery. Construction access and staging will require Lighting protection of paths and lawn areas to avoid compaction of soils. The project includes upgrades to egress and emergency lighting within Environment the stair core and replacement of lighting on Observation Decks where it currently exists. As part of the project there will be limited areas of abatement for asbestos containing materials and lead paint (Most of the lead paint Plans for improvements to site and accent lighting is in development that is present will be removed from the panels off site.) There are no through a separate partnership agreement with the Embassy and anticipated environmental impacts to adjacent waters, wetlands, or Phillips Lighting, and is not currently part of the project at this stage. natural areas. There will be no change to the flooding impact or risk of the site.
Stormwater Management
There will be no increase in impervious surfaces which would impact storm management. The existing plaza has three existing drains which will not be changed. The sloping of decks and roof surfaces to direct water away from the core of the steel structure (1/8” over1’-0”) should not impact water runoff from the structure.
Soundscape
The addition of three new bells and retuning of the bells is anticipated to have a positive impact on the sound of the instrument, as the new bells will complete the chromatic capability of the instrument, filling in half tones between parts of the scale that were missing. The volume generated from the carillon after rehabilitation will not be greater than the condition that currently exists.
While noise is anticipated during construction activities this will be temporary and work hour restrictions can be put in place.
Rehabilitate Netherlands Carillon to Improve Safety and Visitor Experience NCPC Project Report – Page 5
REHABILITATE NETHERLANDS CARILLON TO IMPROVE SAFETY & VISITOR EXPERIENCE
National Park Service George Washington Memorial Parkway Arlington Ridge Park
GWMP 214371
NATIONAL CAPITAL PLANNING COMMISSION MAY 3, 2018
1 ARLINGTON RIDGE PARK VICINITY 2 MONUMENTAL CORRIDOR 3 AREA OF POTENTIAL EFFECT (INDIRECT)
BACKLIT VIEW AT DUSK
VIEWSHED LOOKING WEST FROM WASHINGTON MONUMENT 4 AREA OF POTENTIAL EFFECTS (DIRECT)
PROJECT SITE • Historic Structure • Cultural Landscape
5 HISTORY OF NETHERLANDS CARILLON
6 CULTURAL LANDSCAPE • Arlington Ridge Park • Relationship to National Mall • Relationship to Arlington National Cemetery • National Capital Parks Planting Plan • Floral and Tulip Library
7 CULTURAL LANDSCAPE
1962 TREE PLANTING PLAN
1967 PLANTING PLAN 8 PURPOSE STATEMENT
The purpose of the proposed action is to make repairs to the Carillon tower to address ongoing deterioration of the structure, allow continued use of the memorial and its function and elevation to a grand carillon, to provide safe public access to the tower observation decks and plaza, while maintaining the historical integrity and character of the memorial.
9 PROPOSED ACTION • Rehabilitate tower to address ongoing deterioration of the cladding, structure, and floorplates • Improve visitor access to Observation Decks with safe stairs, railings, and guardrails • Address structural loads imposed by the addition of three new bells
10 PURPOSE AND NEED
• Address ongoing deterioration of the cladding, structure, ceilings, and floorplates from water infiltration and poor drainage
EXISTING CONDITIONS
11 PURPOSE AND NEED Improve Visitor Access and Safety
• Correct main stair deficiencies • Clear width at top four flights • Open risers • Lack of guards • Handrail openings • Mitigate deficiencies at circular stair to Observation Deck 2 • Handrail openings • Lack of guards • Correct deficiencies at guards at Observation Decks 1 & 2 • Picket spacing of 5 ½” exceeds 4” maximum
EXISTING CONDITIONS 12 PURPOSE AND NEED
• Desire to raise structure to ‘grand carillon’ status with the addition of three new bells. • Undertake structural improvements required to install new bells.
13 AREAS OF WORK
1. Restoration of structure and cladding
2. Alterations to stairs and railings
6. CLAVIER ROOM 3. ALTERATIONS 3. Alterations to observation decks TO OBSERVATION DECKS 4. Reconfiguration of stair (Future work) 4. RECONFIGURATION OF STAIR 5. Security improvements (Future work) 2. ALTERATION TO STAIRS AND RAILINGS 6. Clavier Room improvements 1. CLADDING (Future work)
5. ENTRY GATES 7. Plaza improvements (Future work) 7. PLAZA 14 DETERIORATION OF CLADDING
15 CLADDING PANELS & STRUCTURE
• 100% removal to treat corrosion at both sides of panels • Panels will be metalized, shop finished with high- performance coating, and reinstalled; replacement in-kind approximately 10% • Tighten bolts and repair rust at structural frame
16 ALTERATIONS TO STAIRS AND RAILINGS
EXISTING CONDITIONS 17 ALTERATIONS TO STAIRS AND RAILINGS
EXISTING STAIR CONFIGURATION AT OBSERVATION DECK 1 RECONFIGURED RAILINGS AT STAIR AT OBSERVATION DECK 1
18 OUTSIDE HANDRAIL / GUARDRAIL IMPROVEMENTS AT STAIR
PROPOSED MESH INFILL AT EXISTING OUTSIDE HANDRAILS TYPICAL SECTION THROUGH ALTERED RAILINGS AT STAIR EXISTING CONDITIONS
19 ALTERATIONS TO STAIR RAILINGS
PROPOSED MESH INFILL FOR HANDRAILS 20 OUTSIDE HANDRAIL / GUARDRAIL IMPROVEMENTS AT STAIR
EXISTING PREFERRED ALTERNATIVE PROPOSED MESH INFILL AT EXISTING OUTSIDE HANDRAILS ALTERATION TO UPPER STAIR 21 ALTERATIONS TO STAIRS
LANDING AND TREAD REPLACEMENT
CLOSING OF OPEN RISERS
22 ALTERATIONS TO OBSERVATION DECKS • Life safety improvements to guardrails • Replacement of deteriorated floorplates
23 OBSERVATION DECK RAILINGS
EXISTING GUARDRAIL AT OBSERVATION DECKS OPTION: GUARDRAIL RECONFIGURED TO MATCH EXISTING WITH 4” SPACING
24 OBSERVATION DECK RAILINGS
EXISTING GUARDRAIL AT OBSERVATION DECKS OPTION: GUARDRAIL RECONFIGURED TO MATCH EXISTING WITH 4” SPACING
25 RECONFIGURATION OF STAIR FUTURE WORK
EXISTING STAIR CONFIGURATION AT OBSERVATION DECK 1 PREFERRED ALTERNATIVE: PROPOSED STAIR RECONFIGURATION AT OBSERVATION DECK 1 26 NARROWING OF STAIR WIDTH AT EXISTING STAIR RECONFIGURATION OF STAIR FUTURE WORK
LEVEL 16
EXISTING STAIR SECTIONS TO OBSERVATION DECK 1 27 RECONFIGURATION OF STAIR FUTURE WORK
LEVEL 16 LEVEL 16
28 EXISTING STAIR CONFIGURATION RECONFIGURED STAIR FROM LEVEL 16 TO OBSERVATION DECK ENTRY GATE AND SECURITY IMPROVEMENTS FUTURE WORK
DETAIL OF MESH AT GATES EXISTING CONDITIONS 29 PREFERRED ALTERNATIVE: MESH ADDITION TO GATES WITH EXISTING HOPPERS AND MESH INFILL AT RAILINGS CLAVIER ROOM IMPROVEMENTS FUTURE WORK • Raise floor to allow for pitching deck • New doors to match existing with salvaged operating hardware. • New double glazing • New HVAC equipment – split system • Replace electrical • Remove existing hatch and track from roof • Liquid applied roofing membrane PROPOSED PLANS AT OBSERVATION DECK 2 / CLAVIER ROOM
EXISTING CONDITIONS 30 PLAZA IMPROVEMENTS
31 We are here
NEPA PROCESS
NEPA Process Evaluate Proposal for NEPA Agency Scoping CATEGORICAL EXCLUSION Decision Document Initiate NEPA Process FALL 2017 SPRING 2018 FALL 2018 Initiate Section 106 Section 106 Process Consulting Assessment Initiate Section 106 Parties Of Section 106 Resolution of Consultation Meeting Effects Consultation Determination of Effect Review Jan. 2018
SECTION 106 PROCESS We are here
32 HISTORIC RESOURCE
33 CULTURAL LANDSCAPE
34 CONSTRUCTION ACTIVITIES • Staging impact on existing trees • Air quality during construction • Noise during construction • Abatement of hazardous materials
1995 Construction staging along N. Marshall Drive 35 ENVIRONMENTAL - WETLANDS
36 ENVIRONMENTAL – SURFACE WATERS
37 ENVIRONMENTAL – SOILS
38 ADDITIONAL TOPICS – FLOODPLAIN
39 STORMWATER MANAGEMENT
40 SOUNDSCAPE AND NOISE
41 LIGHTSCAPE
42 QUESTIONS?
43
ABBREVIATIONS DRAWING INDEX
AFF ABOVE FINISH FLOOR FLR FLOOR(ING) PVMT PAVEMENT AP ACCESS PANEL FD FLOOR DRAIN PLAM PLASTIC LAMINATE G-0.0 COVER SHEET ACT ACOUSTICAL CEILING TILE FM FLOOR MAT & FRAME PLYWD PLYWOOD A/C AIR CONDITIONING FT FEET PVC POLYVINYL CHLORIDE G-1.0 INDEX & ABBREVIATIONS ALT ALTERNATE FTG FOOTING PSI POUNDS PER SQUARE ALUM ALUMINUM FR FRAME(ED), (ING) INCH V-1.0 TOPOGRAPHIC SURVEY AB ANCHOR BOLT FBO FURNISHED BY OTHERS PSF POUNDS PER SQUARE C-1.0 SITE AND LOGISTICS PLAN ARCH ARCHITECT(URAL) FURR FURRED (ING) FOOT ASPH ASPHALT C-2.0 CIVIL DETAILS ASTM AMERICAN SOCIETY FOR GA GAGE, GAUGE QTY QUANTITY TESTING MATERIALS GALV GALVANIZED A-0.2 PLAZA SITE PLAN & DETAILS AUX AUXILARY GC GENERAL CONTRACTOR RAD RADIUS A-0.3 CODE PLAN - SITE GL GLASS, GLAZING REF REFERENCE BRG BEARING GWB GYPSUM WALLBOARD REFR REFRIGERATOR A-1.0 DEMO PLAN - FLOOR PLANS BD BOARD REINF REINFORCING A-1.1 DEMO PLAN - ROOF PLANS BOT BOTTOM HC HANDICAPPED REQ REQUIRE(D) BLDG BUILDING HDR HEADER REV REVISION(S), REVISED A-1.2 DEMO PLANS - REFLECTED CEILING PLANS CLAVIER ROOF HVAC R RISER 91' - 10" CAB CABINET HEATING/VENTILATION RD ROOF DRAIN A-1.3 DEMO PLANS - SECTION CARP CARPET / AIR-CONDITIONING RM ROOM A-2.1 REPAIR PLAN - FLOOR PLAN CLG CEILING HT HEIGHT RO ROUGH OPENING CTR CENTER HM HOLLOW METAL A-2.2 REPAIR PLAN - STAIR CORE CENTERLINE HORIZ HORIZONTAL SEC SECTION CT CERAMIC TILE HB HOSE BIB SHT SHEET A-2.3 REPAIR PLAN - ROOF PLANS CLR CLEAR(ANCE) HWH HOT WATER HEATER SIM SIMILAR A-2.4 REPAIR PLAN - REFLECTED CEILING PLANS CL CLOSET STC SOUND TRANSMISSION COL COLUMN IN INCH S SOUTH A-3.0 REPAIR ELEVATIONS - NORTH & SOUTH EXTERIOR CONC CONCRETE INSUL INSULATE(D), (ING) SPEC SPECIFICATION(S) CMU CONCRETE MASONRY UNIT INT INTERIOR SQ SQUARE A-3.1 REPAIR ELEVATIONS - EAST & WEST EXTERIOR CONST CONSTRUCTION SF SQUARE FEET A-3.2 REPAIR ELEVATION - SECTIONS CONT CONTINUE/CONTINOUS JAN JANITOR SS STAINLESS STEEL CJ CONTROL JOINT JT JOINT STD STANDARD A-3.3 REPAIR - EXTERIOR ELEV. - CLAVIER ROOM OBSERVATION DECK COORD COORDINATE JST JOIST STL STEEL A-4.0 REPAIR ELEV. - INTERIOR - SOUTH FACING - 1 CORR CORRIDOR STOR STORAGE LAV LAVATORY STR STRUCTURAL A-4.1 REPAIR ELEV. - INTERIOR - NORTH FACING LEVEL 19 60' - 0 1/8" DEMO DEMOLISH, DEMOLITION LT LIGHT SUSP SUPSPENDED DTL DETAIL A-4.2 REPAIR ELEV. - INTERIOR - WEST & EAST FACING 56' - 11 3/4" LEVEL 18 DIAG DIAGONAL MB MARKER BOARD TB TACKBOARD A-4.3 REPAIR INTERIOR ELEVATION - CLAVIER ROOM LEVEL 17 53' - 11 1/2" DIA DIAMETER MFR MANUFACTURE(R) THK THICK(NESS) 50' - 11 1/8" DIM DIMENSION MO MASONRY OPENING T&G TONGUE AND GROOVE A-4.4 SECTION/ ELEVATION AT GATES AND STAIR RAILING LEVEL 16 DN DOWN MAX MAXIMUM TOS TOP OF SLAB DWR DRAWER MECH MECHANIC(AL) TO STL TOP OF STEEL A-5.0 DETAILS LEVEL 15 47' - 10 7/8" DWG DRAWING MTL METAL TOW TOP OF WALL A-5.1 FLOOR DETAILS 44' - 10 1/2" LEVEL 14 D DRAIN MIN MINIMUM TYP TYPICAL MISC MISCELLANEOUS A-5.2 ROOF DETAILS LEVEL 13 41' - 10 1/4" EA EACH MTD MOUNTED UL UNDERWRITERS A-5.3 RAILING DETAILS 38' - 9 7/8" LEVEL 12 E EAST LABORATORY 35' - 9 1/2" ELEC ELECTRIC(AL) NOM NOMINAL UNO UNLESS OTHERWISE S-0.0 GENERAL NOTES - STRUCTURE LEVEL 11 EWC ELECTRIC WATER COOLER N NORTH NOTED EMER EMERGENCY N/A NOT APPLICABLE S-0.1 SYMBOLS AND ABBREVIATIONS 32' - 9 1/4" LEVEL 10 ENCL ENCLOSE (URE) NIC NOT IN CONTRACT VERT VERTICAL S-0.2 SPECIAL INSPECTIONS LEVEL 9 29' - 8 7/8" EQ EQUAL NTS NOT TO SCALE VIF VERIFY IN FIELD 26' - 8 5/8" EQUIP EQUIPMENT NO NUMBER VCT VINYL COMPOSITE TILE S-0.3 SPECIAL INSPECTIONS LEVEL 8 EXIST EXISTING S-1.0 PLANS - 1 LEVEL 7 23' - 8 1/4" EJ EXPANSION JOINT OFF OFFICE WC WATER CLOSET 20' - 7 7/8" EXP EXPOSED OC ON CENTER(S) WWF WELDED WIRE FABRIC S-1.1 PLANS - 2 LEVEL 6 EXT EXTERIOR OPG OPENING W WEST OPP OPPOSITE W WIDTH, WIDE S-1.2 PLANS - 3 LEVEL 5 17' - 7 5/8" FIN FINISH(ED) W/ WITH S-1.3 PLANS - 4 14' - 7 1/4" LEVEL 4 FFL FINISH FLOOR LEVEL PTD PAINTED W/O WITHOUT 11' - 7" FE FIRE EXTINGUISHER PVG PAVE(D), (ING) WD WOOD S-2.0 ELEVATIONS LEVEL 3 FEC FIRE EXTINGUISHER CABINET 8' - 6 5/8" LEVEL 2 S-2.1 ELEVATIONS LEVEL 1 5' - 6 3/8" S-4.1 SECTIONS & DETAILS - STEEL LEVEL 0 - PLAZA 2' - 6" M-0.01 HVAC SCHEDULES AND GENERAL NOTES 0" M-1.00 HVAC LEVEL 0 PLAZA PLAN & HVAC LEVEL 3 PLAN M-1.01 HVAC OBSERVATION DECK 1 PLAN 1 KEYPLAN M-1.02 HVAC OBSERVATION DECK 2 PLAN E-0.01 ELECTRICAL LEGEND & GENERAL NOTES G-1.0 SCALE A E-0.02 ELECTRICAL DETAILS & ONE-LINE E-0.03 ELECTRICAL SCHEDULES E-1.00 ELECTRICAL LIGHTING AND POWER LEVEL 0 & 1 E-1.01 ELECTRICAL LIGHTING AND POWER LEVEL 2 & 3 E-1.02 ELECTRICAL LIGHTING AND POWER LEVEL 4 & 5 E-1.03 ELECTRICAL LIGHTING AND POWER LEVEL 6 & 7 E-1.04 ELECTRICAL LIGHTING AND POWER LEVEL 8 & 9 E-1.05 ELECTRICAL LIGHTING AND POWER LEVEL 10 & 11 E-1.06 ELECTRICAL LIGHTING AND POWER LEVEL 12 & 13 E-1.07 ELECTRICAL LIGHTING AND POWER LEVEL 14 & 15 E-1.08 ELECTRICAL LIGHTING AND POWER LEVEL 16 & 17 E-1.09 ELECTRICAL LIGHTING AND POWER LEVEL 18 & 19 E-1.10 ELECTRICAL LIGHTING AND POWER OBSERV. DECK 1 & 1.1 PLAN E-1.11 ELECTRICAL LIGHTING AND POWER OBSERV. 1.2 & 2 ES-1.00 ELECTRICAL SITE PLAN C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. ED-1.00 ELECTRICAL LIGHTING AND POWER DEMOLITION PLAN ED-1.01 ELECTRICAL LIGHTING AND POWER DEMOLITION PLAN
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer INDEX & ABBREVIATIONS 850 140341 IE PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW G-1.0 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 2OF 61 2/26/2018 5:55:03 PM 5:55:03 2/26/2018
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PROVIDE CRACK REPAIRS AT (6) EXTERIOR FACE STONES AND (6) REPLACEMENT BALSALT UNITS AT . EXTERIOR FACE. CLEAN STONE AND REPLACE SEALANT 100% CAULK JOINT, 3' - 0" TYP TYP.
REMOVE AND REINSTALL PAVERS AND SUBBASE AT TRENCH EXISTING BASALT FACING STONES FOR INSTALLATION OF LIGHTNING PROTECTION GROUND PLAZA PAVERS E. DRAIN RODS; LOCATE TRENCH OUTSIDE OF 40'X40' MAT SLAB. E. DRAIN
PROVIDE CRACK REPAIRS AT (4) INTERIOR
FACE STONES AND (7) REPLACEMENT
87
8
8 7 7 BALSALT UNITS AT INTERIOR FACE STONES. CLEAN STONE AND REPLACE SEALANT 100% . 2 TYPICAL ELEVATION AT INT. FACE OF WALL
A-0.2 SCALE B
CARILLON BELL TOWER 9
2
9
9
2 2
8
8
8
8 8 PROVIDE CRAC8 K REPAIRS AT (10) COPING STONES AND (6) REPLACEMENT BALSALT COPING STONES. 2 CLEAN STONE AND REPLACE SEALANT 100% .
A-0.2
8
9
8
8
9 9
REPLACE SEALANT UP EXPANSION JOINT, 100% EXISTING BASALT COPING STONE TYP. EXISTING BASALT INTERIOR FACE STONE E. DRAIN SEALANT
EXISTING PLAZA 2" EXISTING BASALT EXTERIOR
9
9
0
9 0 0 PAVERS FACE STONE 3 EXISTING LAWN +/- 1' - 5"- +/- 1' A-0.2 1/2"2-TYP 1'
EXIST. SLATE PAVERS TO REMAIN, TYP. REPLACE BROKEN PAVERS W/ NEW VERMONT SLATE H EXISTING. APPROXIMATELY 135 UNITS. E. LIGHTS NIC TO MATC
REMOVE EXISTING GROUT AND REGROUT PLAZA 100%
9
9
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1 1 1 (PAVING PATTERN NOT SHOWN FOR CLARITY.). REPLACE (5) BROKEN VA. MIST PAVERS AT EDGE. RESET PAVERS TO REDUCE LIP AT RAMP TO LESS 3 SECTION THROUGH WALL THAN A 1_". 4 E. LIGHTS NIC A-0.2 SCALE B
LANDSCAPE AREA ANCHOR, CLEAN & WAX LION SCULPTURE E. ASPHALT RAMP ANCHOR, CLEAN, & WAX LION SCULPTURE LANDSCAPE AREA
3 0 3 6 9 1 PLAZA SITE PLAN SCALE A A-0.2 SCALE A SCALE OF FEET
1 0 1 2 SCALE B
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer PLAZA SITE PLAN & DETAILS 850 140341 Author PMIS/PKG NO. TECH. REVIEW: 214371 Checker A-0.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 6OF 61 2/26/2018 5:54:32 PM 5:54:32 2/26/2018 149' TOTAL TRAVEL 47' MAXIMUM TRAVEL DISTANCE FROM DISTANCE AT OBSERVTION OBSERVATION DECK 1 DECK 1 TO EGRESS STAIR
25 PEOPLE
UP
UP 25 PEOPLE 102' COMMON PATH OF TRAVEL TO GROUND ENTRY GATE 34 1/2" WIDE. FLOOR EXIT 240' TOTAL TRAVEL ACCESSIBLE ROUTE ENDS AT DISTANCE FROM BASE OF STAIR. OBSERVATION DECK 2
ACCESSIBLE ROUTE
1 SITE PLAN - CODE - PLAZA 2 SITE PLAN - CODE - OBSERVATION DECK - 1 (@ 60' - 1/8" FEET ABOVE GRADE) A-0.3 SCALE A A-0.3 SCALE A
USE GROUP: A3 OCCUPANT LOAD: 25 TOTAL MAX. (LSC 11.3.2.4.1) FIRE RATINGS: NONE REQUIRED
66' MAXIMUM TRAVEL DISTANCE DEFICIENCIES: AT OBSERVATION DECK 2 • STAIR WIDTH AT LEVELS 17 & 19 • RAILING OPENINGS AT STAIR & OBSERVATION DECKS • GUARDRAIL HEIGHT AT STAIRS • OPEN RISERS AT STAIRS • MAXIMUM PATH OF TRAVEL AND COMMON PATH OF TRAVEL EXCEED MAXIMUM UP 25 PEOPLE CODE REFERENCES UP 25' + COMMON PATH OF TRAVEL NFPA 101 LIFE SAFETY CODE - 2015 EDITION AT CIRCULAR STAIR TO INTERNATIONAL BUILDING CODE - 2015 EDITION (IBC) OBSERVATION DECK 1 ABAAS ARCHITECTURE BARRIERS ACT ACCESSIBILITY STANDARDS 2015 EDITION (ABA) INTERNATIONAL EXISTING BUILDING CODE (IEBC)
16 0 16 32 SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer CODE PLAN - SITE 850 140341 IE PMIS/PKG NO. 3 SITE PLAN - CODE - OBSERVATION DECK - 2 (@ 84'-3" FEET ABOVE GRADE) TECH. REVIEW: 214371 KF, AW Netherlands Carillon SHEET A-0.3 SCALE A A-0.3 DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 7OF 61 2/26/2018 5:54:35 PM 5:54:35 2/26/2018 1 1 A-1.3 A-1.3 A B C D +/- 33' - 6 1/2" A B C D +/- 33' - 6 1/2" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" DF8 DF6 DF2 TYP TYP TYP 1 1 DF9 TYP
DF10 DF10 DF11 TYP +/- 7' - 0"- +/- 7' 0"- +/- 7'
2 2 DF8 DF1 TYP TYP CLAVIER ROOM 2 2 A-1.3 DF9 A-1.3 DF5 1 DF5 TYP DF8 +/- 8' - 11"- +/- 8' TYP 11"- +/- 8' +/- 22' - 10 1/2"10-+/- 22' 1/2"10-+/- 22' DF4 UP DF11 DF9 TYP 3 3 TYP
DF8 TYP DF10 DF3 DF8 DF10 DF9 UP TYP TYP +/- 6' - 11 1/2"11- +/- 6' 1/2"11- +/- 6' 4 4
DF9 TYP
1 LEVEL 0 - PLAZA - DEMO (EL. 0'-0") 3 LEVEL 22 - OBSERVATION DECK - 2 - DEMO (EL. 84'-3") A-1.0 SCALE A A-1.0 SCALE A 1 A-1.3 FLOOR PLAN DEMOLITION NOTES A B C D +/- 33' - 6 1/2" DF1 REMOVE ALL CHECKERED FLOOR PLATES AND SUPPLEMENTARY SUPPORT ANGLES. +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" DF2 REMOVE ALL RAILINGS FOR TREATMENT AND /OR REPLACEMENT. DOCUMENT LOCATIONS FOR REINSTALLATION. DF3 REMOVE CORRODED BASE FRAMING FROM MESH STAIR ENCLOSURES. SALVAGE MESH ENCLOSURE FOR REINSTALLATION. 1 DF4 REMOVE EXISTING FLOORCOVERING. DF5 REMOVE AND SALVAGE EXISTING DOOR. SALVAGE HARDWARE FOR REINSTALLATION. DF6 REMOVE LIGHT ENCLOSURE TO REPLACE FLOORPLATE. SALVAGE FOR REINSTALLATION. TYPICAL FOR (8). DF2 DF7 REMOVE TOP FOUR FLIGHTS OF MAIN STAIR ABOVE LEVEL 16, INCLULDING LANDINGS 17, 18,19 AND 20. REMOVE TOP TYP DF1
+/- 7' - 0"- +/- 7' SECTION OF WIDE-FLANGE COLUMNS (APPROXIMATELY 12') TYP DF8 REMOVE APPLIED SUPPLEMENTAL BASE TRIM AT EXTERIOR WALL. 2 DF9 REMOVE ALL STEEL CLADDING PANELS 100% FOR TREATMENT OF ALL FACES. DOCUMENT PANEL MARKINGS AND LOCATIONS FOR REINSTALLATION. DF10 REMOVE EXISTING VENT AND RELOCATE. 2 DF11 REMOVE EXISTING GLAZING. TYP. FOR ALL GLAZING. SEE PROTOCOL FOR ACM. A-1.3 DF7 DF9 TYP +/- 8' - 11"- +/- 8' +/- 22' - 10 1/2"10-+/- 22' DN
5' - 6" 3 DF2 TYP 4 0 4 8 DF3 SCALE A 5' - 2 1/2"2- 5' UP TYP
+/- 6' - 11 1/2"11- +/- 6' SCALE OF FEET C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. 4
DF9 DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. TYP DEMOLITION LEGEND Designer DEMO PLAN - FLOOR PLANS 850 140341 2 AREA OF REMOVAL IE PMIS/PKG NO. LEVEL 20 - OBSERVATION DECK - 1 - DEMO (EL. 60'- 01/8") TECH. REVIEW: 214371 A-1.0 SCALE A KF, AW CONSTRUCTION TO BE REMOVED A-1.0 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 8OF 61 2/26/2018 5:54:37 PM 5:54:37 2/26/2018 ROOF PLAN DEMOLITION NOTES
DF9 REMOVE ALL STEEL CLADDING PANELS 100% FOR TREATMENT OF ALL FACES. DOCUMENT PANEL MARKINGS AND LOCATIONS FOR REINSTALLATION. DR2 REMOVE EXISTING ROOF HATCHES AND RAILS FROM ROOF DR3 REMOVE DETERIORATED APPLIED METAL CHANNEL FROM TOP SURFACE OF ROOF DR5 EXISTING BELL FRAMING TO REMAIN
1 A-1.3 DR1 A B C D A B C DR4 D +/- 33' - 6 1/2" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
1 1
+/- 7' - 0"- +/- 7' DR2 DR3 DR2 DR3
2 2
DR2 111' - 6 1/8" 127' - 0" 2 A-1.3 +/- 20' - 9"-+/-20' +/- 8' - 11"- +/- 8'
DF9 TYP 3 3
DR5
DF9
+/- 6' - 11 1/2"11- +/- 6' TYP 4 4
+/- 16' - 2 1/2" DF9 TYP
1 LEVEL 23 - CLAVIER ROOF - DEMO 2 LEVEL 27 - TOP OF CARILLON - DEMO A-1.1 SCALE A A-1.1 SCALE A
4 0 4 8 SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET DEMOLITION LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. AREA OF REMOVAL Designer DEMO PLAN - ROOF PLANS 850 140341 CONSTRUCTION TO BE REMOVED IE PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-1.1 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 9OF 61 2/26/2018 5:54:38 PM 5:54:38 2/26/2018 1 1 A-1.3 A-1.3 DC1 A B C D A TYP B C D +/- 33' - 6 1/2" +/- 33' - 6 1/2" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
DC1 +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" TYP 1 1
DC3 TYP +/- 7' - 0"- +/- 7' 0"- +/- 7' DC2 TYP 2 2
DC2 2 2 A-1.3 A-1.3 +/- 8' - 11"- +/- 8' 11"- +/- 8'
+/- 22' - 10 1/2"10-+/- 22' DC2 1/2"10-+/- 22'
3 3 +/- 6' - 11 1/2"11- +/- 6' 1/2"11- +/- 6' 4 4
1 RCP AT LEVEL 15 - DEMO 2 RCP AT LEVEL 20 - OBSERVATION DECK 1 - DEMO A-1.2 SCALE A A-1.2 SCALE A
1 A-1.3 A B C D
+/- 33' - 6 1/2"
+/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" DC1 CEILING PLAN DEMOLITION NOTES TYP
1 DC1 REMOVE ALL EXISTING STEEL CEILING AND SOFFIT PANELS 100% TO REMOVE CORROSION AND RECEIVE METALIZING ON ALL FACES. DOCUMENT PANEL MARKINGS AND LOCATIONS FOR REINSTALLATION. DC2 REMOVE SUPPLEMENTAL STEEL ANGLE AT CEILING DC3 REMOVE EXISTING OPEN MESH CEILINGS AND SUPPLEMENTARY SUPPORT STEEL. SEE STRUCTURAL DWG. +/- 7' - 0"- +/- 7'
2
2 A-1.3 +/- 8' - 11"- +/- 8' +/- 22' - 10 1/2"10-+/- 22'
3
4 0 4 8 SCALE A +/- 6' - 11 1/2"11- +/- 6'
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET 4 DEMOLITION LEGEND DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. 850 AREA OF REMOVAL Designer DEMO PLANS - REFLECTED 140341 3 RCP TOP OF CARILLON & SOUNDBOARD - DEMO IE CONSTRUCTION TO BE REMOVED CEILING PLANS PMIS/PKG NO. A-1.2 SCALE A TECH. REVIEW: 214371 KF, AW A-1.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 10OF 61 2/26/2018 5:54:39 PM 5:54:39 2/26/2018 D C B A 1 2 3 4 +/- 33' - 6 1/2" +/- 22' - 10 1/2" +/- 9' - 4 1/2" +/- 14' - 9" +/- 9' - 5" +/- 7' - 0" +/- 8' - 11" +/- 6' - 11 1/2"
TOP OF CARILLON TOP OF CARILLON SECTION DEMOLITION NOTES 127' - 0" 127' - 0"
DE1 REMOVE BELLS AND STRUCTURAL SUPPORT I -BEAMS. COORDINATE REMOVAL OF BELLS WITH FOUNDRY. (RESTORATION DE3 OF BELLS BY OTHERS.) TYP DE2 REMOVE APPLIED SUPPLEMENTAL BASE TRIM AT EXTERIOR WALL. SOUNDBOARD ROOF SOUNDBOARD ROOF DE3 REMOVE ALL STEEL CLADDING PANELS 100% TO REMOVE 111' - 6 1/8" 111' - 6 1/8" CORROSION AND RECEIVE METALIZING TREATMENT ON ALL FACES. DOCUMENT PANEL MARKINGS AND LOCATIONS FOR BELL LOCATION - 3 BELL LOCATION - 3 REINSTALLATION. SEE SPECIFICATIONS. 105' - 11" 105' - 11" DE4 REMOVE EXISTING DOOR AND SALVAGE HARDWARE FOR BELL LOCATION - 2 BELL LOCATION - 2 REINSTALLATION. 101' - 11" 101' - 11" DE1 DE5 REMOVE LOUVERS TO ACCESS PANELS AT INTERIOR BELL BELL LOCATION - 1 BELL LOCATION - 1 CHAMBER AND SALVAGE FOR REINSTALLATION. 97' - 11" DE1 97' - 11" DE6 DE4 DE6 REMOVE EXISTING GLAZING. TYP. FOR ALL GLAZING. SEE PROTOCOL FOR ACM. CLAVIER ROOF CLAVIER ROOF DE7 91' - 10" 91' - 10" DE7 REMOVE EXISTING RAILINGS AT OBSERVATION DECK FOR TYP DE6 DE7 TREATMENT AND/OR REPLACEMENT; DOCUMENT LOCATIONS FOR DE2 DE6 TYP REINSTALLATION OBSERVATION DECK OBSERVATION DECK - 2 - 2 DE2 DE8 REMOVE TOP FOUR FLIGHTS OF MAIN STAIR ABOVE LEVEL 16, 84' - 3" 84' - 3" INCLULDING LANDINGS 17, 18,19 AND 20. REMOVE TOP SECTION DE2 DE2 OF WIDE-FLANGE COLUMNS (APPROXIMATELY 12') DE5 DE1 DE9 REMOVE EXISTING RAILINGS AT OUTER STAIR HANDRAIL FOR TYP DE5 MODIFICATION; DOCUMENT LOCATIONS FOR REINSTALLATION. DE10 REMOVE EXISTING RAILINGS AT INNER STAIR HANDRAIL FOR DE3 REPLACEMENT. LOWER BELL LOWER BELL DE11 REMOVE AND RELOCATE EXISTING VENT IN NEW LOCATION ALONG CHAMBER CHAMBER BASE BOX BEAM. DE7 68' - 6" 68' - 6" DE7 DE7 TYP TYP OBSERVATION DECK DE7 OBSERVATION DECK - 1 - 1 60' - 0 1/8" 60' - 0 1/8" DEMOLITION LEGEND
AREA OF REMOVAL DE8 CONSTRUCTION TO BE REMOVED LEVEL 16 LEVEL 16 47' - 10 7/8" 47' - 10 7/8"
DE3 TYP DE8 DE10 DE9 TYP TYP DE3 TYP
DE3 DE9
TYP DE10 1 TYP TYP
2
DE3 TYP
KEY PLAN
8 0 8 16 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. DE2 DE11 DE11 TYP FOR (2) VENTS AT OPPOSITE ELEVATION SCALE A
LEVEL 0 - PLAZA LEVEL 0 - PLAZA SCALE OF FEET 0" 0"
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. 1 SECTION A LOOKING NORTH 2 SECTION B LOOKING EAST Designer DEMO PLANS - SECTION 850 A-1.3 SCALE A A-1.3 SCALE A 140341 IE PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-1.3 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 11OF 61 2/26/2018 6:14:20 PM 6:14:20 2/26/2018 1 1 P11 ENTIRE PERIMETER A B A-3.2 C D A-3.2 TYP A B P6 C P6 D +/- 35' - 7 7/8" +/- 33' - 6 3/8" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 3/8" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 3/8"
1 1 P1 TYP P13 P14 TYP +/- 16' - 0" ENTIRE DECK P7 P15 +/- 7' - 0" +/-7' - +/- 7' - 0" +/-7' -
2 2 2 2 A-4.0 2 A-4.2 UP A-4.2 SLOPE = 1/8" / 1' 0"
2 2 A-3.2 A-3.2 P7 P19 P10 TYP TYP 5' - 5" Sim DN 3
+/- 25' - 0" - +/-25' 3 +/- 20' - 9" - +/-20'
+/- 10' - 4 1/2" 4 - +/- 10' A-5.1 A-5.3 +/- 22' - 10 1/2" 10 - +/- 22' A-4.0 1 A-4.1 A-4.0 1 A-4.1 2 2 3 3
P7 P15 2 P14 6 P19 5 A-5.1 SK-4.4 A-4.2 A-4.2 A-5.0 UP P12 5' - 2 5/8" 5' - 1 1 +/- 6' - 11 1/2"11 - +/- 6' - 11" +/-8' +/- 6' - 11 1/2"11 - +/- 6' - 11" +/-8' 4 4 P20
P6 P6 P13 +/- 7' - 7 1/2" +/- 13' - 3 1/2" +/- 7' - 6 7/8" TYP
1 LEVEL 0 - PLAZA - REPAIR 2 EXISTING OBSERVATION DECK - 1 - REPAIR A-2.1 SCALE A A-2.1 SCALE A
1 FLOOR PLAN REPAIR NOTES A-3.2 P1 ENTIRE DECK A B TYP C D +/- 33' - 6 3/8"
+/- 9' - 5" +/- 14' - 9" +/- 9' - 4 3/8" P1 INSTALL NEW GALVANIZED STEEL CHECKERED FLOORPLATE, PTD.; DETAILS A-5.1 P2 PROVIDE RAISED FLOOR WITH NEW FLOORING AS INDICATED.DETAIL 1/A-5.1 P6 P6 P8 FOR (8) P3 PROVIDE RAISED ACCESS HATCH FLUSH WITH FLOOR. CLEAN AND PAINT EXISTING GRILL. 1 TYP P4 PROVIDE NEW CHECKEREDPLATE THRESHOLD; DETAIL 1/A-5.1 P6 PROVIDE CRICKET STAINLESS STEEL FLASHING AT COLUMN WHERE INDICATED; SEE DETAIL P7 PROVIDE NEW GUARDRAIL AND HANDRAIL AT STAIR; SEE DETAIL A-5.3 P8 WIRE BRUSH AND PAINT SALVAGED LIGHT ENCLOSURES AND REINSTALL AFTER INSTALLATION OF NEW FLOOR PLATE. TYPICAL FOR (8) P1
+/- 7' - 0" +/-7' - ENTIRE DECK TYP P9 PROVIDE NEW PAINTED HOLLOW CORE STEEL DOOR & FRAME TO MATCH EXISTING WITH NEW LOCK, HINGES, AND THRESHOLD; REFURBISH EXISTING OPERATING LEVERS. 2 SLOPE = 1/8" / 1' 0" P9 P10 PROVIDE NEW STAIR SECTIONS FROM LEVEL 16 TO OBSERVATION DECK AS INDICATED ON PLAN. SEE 4/ S-4.1 FOR P2 CONNECTION DETAIL. P4 P4 CLAVIER ROOM P11 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO MATCH EXISTING. SEE DETAILS A-5.3 2 2 A-3.2 4 1 P12 REPLACE BASE STEEL FRAMING AT MESH STAIR ENCLOSURES WITH GALVANIZED STEEL, PTD. COORDINATE BASE LEVEL 3 A-4.3 A-4.3 3 AND DOOR WITH PITCHED FLOOR PLATES. A-5.0 P13 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND 1 +/- 20' - 9" - +/-20' REINSTALL. +/- 22' - 10 1/2" 10 - +/- 22' P3 P9 P3 P19 P14 PREPARE AND PAINT STEEL PICKET ENCLOSURE AND GATE 3 P15 PROVIDE NEW GUARDRAIL AT OBSERVATION DECK STAIR. SEE DETAIL 3/A-5.3 P12 P19 BLAST / WIRE BRUSH CLEAN AND REPAINT ALL SURFACES OF EXISTING MAIN STAIR AND CIRCULAR STAIR P20 PREPARE AND PAINT MESH ENCLOSURE DN 4' 4' - 9" P6 P6 +/- 6' - 11 1/2"11 - +/- 6' - 11" +/-8'
4 4 0 4 8
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE A P11 ENTIRE PERIMETER P20 TYP +/- 7' - 7 1/2" +/- 13' - 3 1/2" +/- 7' - 6 7/8" REPAIR LEGEND SCALE OF FEET
PROPOSED OUTDOOR REPLACE PANEL SPLIT SYSTEM UNIT DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer REPAIR PLAN - FLOOR PLAN 850 3 EXISTING OBSERVATION DECK - 2 - REPAIR EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL 140341 A-2.1 SCALE A IE PMIS/PKG NO. (E) WALL / COLUMN / BEAM TECH. REVIEW: 214371 KF, AW A-2.1 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 12OF 61 2/26/2018 5:54:41 PM 5:54:41 2/26/2018 FLOOR PLAN REPAIR NOTES
1 A-3.2 A B C D A B C D P7 PROVIDE NEW GUARDRAIL AND HANDRAIL AT STAIR; SEE DETAIL A-5.3 P10 PROVIDE NEW STAIR SECTIONS FROM LEVEL 16 TO OBSERVATION DECK AS INDICATED ON PLAN. SEE 4/ S-4.1 FOR CONNECTION DETAIL. P16 ADD GALVANIZED STEEL PIPE GUARDRAIL AT 42", PTD. SEE DETAIL 1 1 2/A-5.3 AND 6/5.3 P17 MODIFY OUTER HANDRAIL WITH MESH INSERTS AS INDICATED. SEE DETAIL 2/A-5.3 AND 6/5.3 P16 P18 PROVIDE NEW CHECKEREDPLATE LANDING AT STAIR P16 P18
2 2 UP P18 P18
2 2 A-3.2 P7 A-3.2 P7 P17 TYP TYP TYP UP 11' - 7" 35' - 9 1/2" 3 3
CLAVIER ROOF P17 P16 91' - 10" TYP P16
4 4
1 LEVEL 1 - 4 - REPAIR PLAN (EL. +/- 11' - 7" ) 4 8 - 12 - REPAIR PLAN (EL. +/- 35' - 9 1/2") OBSERVATION DECK A-2.2 SCALE A A-2.2 SCALE A - 1 LEVEL 19 60' - 0 1/8" 56' - 11 3/4" LEVEL 18 LEVEL 17 53' - 11 1/2" 50' - 11 1/8" A B C D LEVEL 16 47' - 10 7/8" A B C D LEVEL 15 44' - 10 1/2" LEVEL 14 LEVEL 13 41' - 10 1/4" 38' - 9 7/8" 1 1 LEVEL 12 LEVEL 11 35' - 9 1/2" 32' - 9 1/4" LEVEL 10 LEVEL 9 29' - 8 7/8" P16 P16 P10 26' - 8 5/8" LEVEL 8 LEVEL 7 23' - 8 1/4" 20' - 7 7/8" LEVEL 6 2 2 LEVEL 5 17' - 7 5/8" P18 P18 14' - 7 1/4" LEVEL 4 LEVEL 3 11' - 7" 2 2 8' - 6 5/8" A-3.2 P7 A-3.2 P7 LEVEL 2 P17 P17 TYP TYP TYP 5' - 6 3/8" TYP UP 47' - 10 7/8" LEVEL 1 LEVEL 0 - PLAZA 2' - 6" 0" 23' - 8 1/4" 3 3 3 KEYPLAN A-2.2 SCALE: NTS
P16 P18 P16 4 0 4 8 SCALE A
SCALE OF FEET 4 4 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705.
2 LEVEL 4 - 8 - REPAIR PLAN (EL. +/- 23' - 8 1/4") 5 LEVEL 13-16 REPAIR PLAN (EL.+/-47'-10 7/8") DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. A-2.2 A-2.2 SCALE A SCALE A Designer REPAIR PLAN - STAIR CORE 850 140341 Author PMIS/PKG NO. TECH. REVIEW: 214371 Checker A-2.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 13OF 61 2/26/2018 5:54:43 PM 5:54:43 2/26/2018 1 A B A-3.2 C D A B C D 1 +/- 33' - 6 1/2" A-3.2 +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
1 1
R3 R2 R3
+/- 7' - 0"- +/- 7' TYP R1 2 2 TYP S10 R2 TYP 2 3 A-3.2 A-2.2 +/- 9' - 8"- +/- 9' +/- 8' - 11"- +/- 8'
+/- 22' - 10 1/2"10-+/- 22' 1 S10 A-5.2 3 3
+/- 13' - 6" +/- 6' - 11 1/2"11- +/- 6' 4 4
+/- 16' - 2 1/2"
1 LEVEL 23 - CLAVIER ROOF - PLAN 2 LEVEL 26 - SOUNDBOARD ROOF PLAN A-2.3 SCALE A A-2.3 SCALE A
Sim A 4 B C D A-5.2
ROOF PLAN REPAIR NOTE 1 R1 PROVIDE NEW GALVANIZED CHECKEREDPLATE ROOF PITCHED TO DRAIN 1/8" PER FOOT. SEE STRUCTURAL FRAMING PLANS AND DETAILS A-5.2 R2 PROVIDE LIQUID APPLIED MEMBRANE ROOF. R3 PROVIDE 3/16" GALVANIZED STEEL PLATE INFIL PANEL AT EXIST. HATCH. S10 PROVIDE LADDER TO SECONDARY LANDING FOR BELL MAINTENANCE 2 4 A-5.2
2 A-3.2
Sim 4 SOUNDBOARD ROOF BELOW A-5.2
3 R4
Sim 4 A-5.2 4 0 4 8 4 SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET
REPAIR LEGEND
REPLACE PANEL DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. 3 LEVEL 27 - TOP OF CARILLON - PLAN Designer REPAIR PLAN - ROOF PLANS 850 A-2.3 SCALE A EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL 140341 IE PMIS/PKG NO. (E) WALL / COLUMN / BEAM TECH. REVIEW: 214371 KF, AW A-2.3 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 14OF 61 2/26/2018 5:54:44 PM 5:54:44 2/26/2018 A B C D 1 +/- 33' - 6 1/2" A B A-3.2 C D +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
+/- 33' - 6 1/2" C3 +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2" TYP 1 1
C3 TYP +/- 7' - 0"- +/- 7' +/- 7' - 0"- +/- 7' C1 TYP 2 2
2 2 A-3.2 C2 A-3.2 TYP +/- 8' - 11"- +/- 8' 11"- +/- 8' +/- 22' - 10 1/2"10-+/- 22' 1/2"10-+/- 22'
C2 3 C2 FOR ENTIRE CEILING 3 TYP TYP +/- 6' - 11 1/2"11- +/- 6' 1/2"11- +/- 6' 4 4
1 RCP AT LEVEL 15 - REPAIR 2 RCP AT LEVEL 20 - OBSERVATION DECK 1 - REPAIR A-2.4 SCALE A A-2.4 SCALE A
1 A-3.2 A B C D +/- 33' - 6 1/2"
+/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
CEILING PLAN REPAIR NOTES 1 C1 INSTALL NEW PAINTED GALVANIZED STEEL BAR GRATING AND SUPPLEMENTAL FRAMING, PTD. SEE DETAIL 6/ A-5.2 C2 PAINT CEILING C3 ADD WEEP HOLE TO PANEL
+/- 7' - 0"- +/- 7' C2 TYP 2 4 A-5.2
2 A-3.2 +/- 8' - 11"- +/- 8' +/- 22' - 10 1/2"10-+/- 22'
3
C3 TYP
+/- 6' - 11 1/2"11- +/- 6' 4 0 4 8 4 SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET CEILING REPAIR LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPLACE PANEL EXISTING WEEP Designer REPAIR PLAN - REFLECTED 850 3 RCP TOP OF CARILLON & SOUNDBOARD- REPAIR 140341 A-2.4 SCALE A REPLACE MESH CEILING NEW WEEP ( C3 ) KF CEILING PLANS PMIS/PKG NO. TECH. REVIEW: 214371 EXISTING WALL KF, AW A-2.4 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 15OF 61 2/26/2018 5:54:46 PM 5:54:46 2/26/2018 ELEVATION REPAIR NOTES TOP OF CARILLON TOP OF CARILLON 127' - 0" 127' - 0" E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E4 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO MATCH EXISTING. SEE DETAILS A-5.3 E11 TREAT LOUVERS TO MATCH CLADDING PANELS. REINSTALL WITH NEW PAINTED MESH BEHIND. SEE DETAIL 2/A-5.1 SOUNDBOARD ROOF SOUNDBOARD ROOF 111' - 6 1/8" 111' - 6 1/8" E12 PREPARE AND PAINT EXISTING MESH ENCLOSURE
BELL LOCATION - 3 BELL LOCATION - 3 105' - 11" 105' - 11" BELL LOCATION - 2 BELL LOCATION - 2 101' - 11" 101' - 11" BELL LOCATION - 1 BELL LOCATION - 1 97' - 11" 97' - 11"
E4 E12 E4 TYP TYP CLAVIER ROOF CLAVIER ROOF 91' - 10" 91' - 10"
OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3"
E11 E11 E11 TYP TYP TYP 1 A-5.3 E11 TYP LOWER BELL LOWER BELL CHAMBER CHAMBER 68' - 6" 68' - 6" E12 E4 TYP E12 TYP OBSERVATION DECK OBSERVATION DECK - 1 - 1 60' - 0 1/8" 60' - 0 1/8"
E4 TYP
E2 TYP
E2 TYP 1 2
4 A-5.0
KEY PLAN
LEVEL 0 - PLAZA LEVEL 0 - PLAZA 0" 0" 1 SOUTH ELEVATION - REPAIR DETAILS 2 NORTH ELEVATION - REPAIR DETAILS 8 0 8 16 A-3.0 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE A A-3.0 SCALE A SCALE A
SCALE OF FEET REPAIR LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPLACE PANEL Designer REPAIR ELEVATIONS - NORTH 850 140341 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL IE & SOUTH EXTERIOR PMIS/PKG NO. TECH. REVIEW: 214371 (E) WALL / COLUMN / BEAM KF, AW A-3.0 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 16OF 61 2/26/2018 5:54:47 PM 5:54:47 2/26/2018 ELEVATION REPAIR NOTES
TOP OF CARILLON TOP OF CARILLON 127' - 0" 127' - 0" E1 REINSTALL BELLS AND STRUCTURAL SUPPORT STEEL I-BEAMS. COORODINATE INSTALLATION WITH FOUNDRY. (INSTALLATION OF EQUIPMENT BY OTHERS.) E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E3 REMOVE, CLEAN, REPOLISH, AND REINSTALL STAINLESS STEEEL LETTERING E4 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO MATCH EXISTING. SEE DETAILS A-5.3 SOUNDBOARD ROOF SOUNDBOARD ROOF 111' - 6 1/8" 111' - 6 1/8" E6 PROVIDE INSULATED GLAZING WITH PAINTED MULLION TO MATCH EXISTING. E11 TREAT LOUVERS TO MATCH CLADDING PANELS. REINSTALL WITH NEW PAINTED BELL LOCATION - 3 BELL LOCATION - 3 MESH BEHIND. SEE DETAIL 2/A-5.1 105' - 11" 105' - 11" E12 PREPARE AND PAINT EXISTING MESH ENCLOSURE BELL LOCATION - 2 BELL LOCATION - 2 E1 101' - 11" 101' - 11" TYP BELL LOCATION - 1 BELL LOCATION - 1 97' - 11" 97' - 11" E1 E12 TYP E6 E6 E6 E6 CLAVIER ROOF CLAVIER ROOF 91' - 10" E12 91' - 10" E4 TYP OBSERVATION DECK E4 OBSERVATION DECK TYP - 2 - 2 84' - 3" 84' - 3"
E11 E11 TYP TYP
E11 E11 TYP TYP LOWER BELL LOWER BELL CHAMBER CHAMBER 68' - 6" 68' - 6" E12
OBSERVATION DECK OBSERVATION DECK - 1 - 1 3 EAST ELEVATION LETTERING 60' - 0 1/8" 60' - 0 1/8" A-3.1 SCALE: NTS
E4 E4 TYP TYP
E2 E2 TYP TYP
4 WEST ELEVATION LETTERING
A-3.1 SCALE: NTS 2
E3 E3 E3
LEVEL 0 - PLAZA LEVEL 0 - PLAZA 0" 0" KEY PLAN 1 2 1 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. EAST EXTERIOR ELEVATION - REPAIR DETAILS WEST ELEVATION - REPAIR DETAILS 8 0 8 16 A-3.1 SCALE A A-3.1 SCALE A SCALE A
SCALE OF FEET REPAIR LEGEND DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. 850 REPLACE PANEL Designer REPAIR ELEVATIONS - EAST & 140341 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL IE WEST EXTERIOR PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-3.1 Netherlands Carillon SHEET (E) WALL / COLUMN / BEAM DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 17OF 61 2/26/2018 5:54:49 PM 5:54:49 2/26/2018 4 3 2 1 D C B A
TOP OF CARILLON TOP OF CARILLON SECTION REPAIR NOTES 127' - 0" 127' - 0"
E10 E10 E10 EXISTING VENT TO REMAIN. CLEAN, PAINT AND PROVIDE NEW INSECT E10 E10 E10 SCREENING. S1 BLAST / WIRE BRUSH CLEAN AND REPAINT ALL SURFACES OF EXISTING MAIN STAIR AND CIRCULAR STAIR. S3 PROVIDE NEW HANDRAIL AND GUARDRAIL AT STAIR. SEE DETAIL 3/ A-5.3 SOUNDBOARD ROOF 5 SOUNDBOARD ROOF 111' - 6 1/8" A-5.2 111' - 6 1/8" S4 MODIFY OUTER HANDRAIL WITH MESH INSERTS AS INDICATED. SEE DETAIL 2/A-5.3 AND 6/5.3 BELL LOCATION - 3 BELL LOCATION - 3 S5 ADD GALVANIZED STEEL PIPE GUARDRAIL AT 42", PTD. SEE DETAIL 105' - 11" 105' - 11" 2/A-5.3 AND 6/5.3 BELL LOCATION - 2 BELL LOCATION - 2 S6 INSTALL NEW GALVANIZED STEEL CHECKERED PLATE LANDING AT 101' - 11" 101' - 11" STAIR, PTD. BELL LOCATION - 1 BELL LOCATION - 1 97' - 11" 97' - 11" S8 ADD STAINLESS STEEL MESH AT OUTSIDE FACE OF CIRCULAR STAIR FOR GUARDRAIL S9 S9 PROVIDE OSHA COMPLIANT SAFETY TIE-OFFS FOR MAINTENANCE CLAVIER ROOF CLAVIER ROOF 91' - 10" 91' - 10" ACCESS; DELEGATED DESIGN S10 S1 S10 PROVIDE LADDER TO SECONDARY LANDING FOR BELL MAINTENANCE OBSERVATION DECK OBSERVATION DECK S11 PREPARE AND PAINT MESH ENCLOSURE - 2 - 2 S12 ADD STAINLESS STEEL VENT WITH INSECT SCREENING, PTD. SEE DETAIL 84' - 3" 84' - 3" 1/A-5.0 S13 PROVIDE NEW STAIR SECTIONS FROM LEVEL 16 TO OBSERVATION DECK AS INDICATED ON PLAN OPTION 4. SEE 4/ S-4.1 FOR CONNECTION S9 S8 S9 DETAIL. TYP S14 REMOVE EXISTING PAINT AND CORROSION FROM EXISTING GATES AND 6 S1 A-5.2 TYP REPAINT. LOWER BELL LOWER BELL CHAMBER CHAMBER S15 ADD MESH PANEL BEHIND BARS. 68' - 6" 68' - 6" S12 S11 TYP OBSERVATION DECK S5 OBSERVATION DECK - 1 TYP - 1 60' - 0 1/8" 60' - 0 1/8"
S13 NEW STAIR
S13 NEW STAIR S13
S5 2 TYP A-5.3
S3 S4 TYP S5 TYP TYP S5 TYP S3 TYP S1 TYP S6
S12 S12 2
1 S12 S14 TYP S15 LEVEL 0 - PLAZA TYP LEVEL 0 - PLAZA 0" 0" KEY PLAN
1 SECTION A 2 SECTION B 8 0 8 16 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. A-3.2 SCALE A A-3.2 SCALE A SCALE A SCALE OF FEET REPAIR LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPLACE PANEL Designer REPAIR ELEVATION - 850 140341 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL IE SECTIONS PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW (E) WALL / COLUMN / BEAM A-3.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 18OF 61 2/26/2018 5:54:51 PM 5:54:51 2/26/2018 ELEVATION REPAIR NOTES
+/- 13' - 6" +/- 13' - 6" E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E6 E6 E6 E6 E6 PROVIDE INSULATED GLAZING WITH PAINTED MULLION TO MATCH EXISTING. E7 PROVIDE NEW HOLLOW CORE STEEL DOOR & FRAME TO MATCH EXISTING WITH NEW LOCK, HINGES, AND THRESHOLD; REFURBISH EXISTING OPERATING LEVERS. E2 E2 TYP TYP +/- 6' - 0"- +/- 6' 0"- +/- 6'
OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3"
1 EXTERIOR ELEVATION - CLAVIER ROOM - WEST 2 EXTERIOR ELEVATION - CLAVIER ROOM - EAST A-3.3 SCALE A A-3.3 SCALE A
E2 E2 TYP TYP
E7 E7
OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3"
3 EXTERIOR ELEVATION - CLAVIER ROOM - SOUTH 4 EXTERIOR ELEVATION - CLAVIER ROOM - NORTH A-3.3 SCALE A A-3.3 SCALE A
2 0 2 4 SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET
REPAIR LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPLACE PANEL Designer REPAIR - EXTERIOR ELEV. - 850 140341 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL IE CLAVIER ROOM PMIS/PKG NO. TECH. REVIEW: 214371 (E) WALL / COLUMN / BEAM KF, AW A-3.3 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 19OF 61 2/26/2018 5:54:52 PM 5:54:52 2/26/2018 1 2 3 4 1 2 3 4
+/- 22' - 10 1/2" +/- 22' - 10 1/2" ELEVATION NOTES
+/- 7' - 0" +/- 8' - 11" +/- 6' - 11 1/2" +/- 7' - 0" +/- 8' - 11" +/- 6' - 11 1/2" TOP OF CARILLON TOP OF CARILLON 127' - 0" 127' - 0" E1 REINSTALL BELLS AND STRUCTURAL SUPPORT STEEL I-BEAMS. COORODINATE INSTALLATION WITH FOUNDRY. (INSTALLATION OF EQUIPMENT BY OTHERS.) E10 E10 E10 E10 E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E4 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO MATCH EXISTING. SEE DETAILS A-5.3 E7 PROVIDE NEW HOLLOW CORE STEEL DOOR & FRAME TO MATCH EXISTING WITH NEW LOCK, SOUNDBOARD ROOF SOUNDBOARD ROOF 111' - 6 1/8" 111' - 6 1/8" HINGES, AND THRESHOLD; REFURBISH EXISTING OPERATING LEVERS. E10 EXISTING VENT TO REMAIN. CLEAN, PAINT AND PROVIDE NEW INSECT SCREENING. BELL LOCATION - 3 BELL LOCATION - 3 E11 TREAT LOUVERS TO MATCH CLADDING PANELS. REINSTALL WITH NEW PAINTED MESH 105' - 11" 105' - 11" BEHIND. SEE DETAIL 2/A-5.1 BELL LOCATION - 2 BELL LOCATION - 2 S1 BLAST / WIRE BRUSH CLEAN AND REPAINT ALL SURFACES OF EXISTING MAIN STAIR AND 101' - 11" 101' - 11" CIRCULAR STAIR. BELL LOCATION - 1 BELL LOCATION - 1 S11 PREPARE AND PAINT MESH ENCLOSURE 97' - 11" 97' - 11"
E4 E4 S11 TYP CLAVIER ROOF TYP TYP CLAVIER ROOF 91' - 10" 91' - 10"
E7 OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3" E11 E11 S1 TYP TYP TYP S1 TYP E1 E1 TYP TYP LOWER BELL LOWER BELL CHAMBER CHAMBER E4 68' - 6" TYP 68' - 6" E4 S11 TYP TYP OBSERVATION DECK OBSERVATION DECK - 1 - 1 60' - 0 1/8" 60' - 0 1/8"
E2 E2 TYP TYP
E2 TYP
1
2
E10 E10 S11 TYP
KEY PLAN
LEVEL 0 - PLAZA LEVEL 0 - PLAZA 0" 0" 8 0 8 16 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. 1 SOUTH FACING INTERIOR ELEV. - 1 - REPAIR 2 SOUTH FACING INTERIOR ELEV. - 2 - REPAIR SCALE A A-4.0 SCALE A A-4.0 SCALE A SCALE OF FEET
REPAIR LEGEND DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer REPAIR ELEV. - INTERIOR - 850 REPLACE PANEL 140341 IE SOUTH FACING PMIS/PKG NO. EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL TECH. REVIEW: 214371 KF, AW A-4.0 Netherlands Carillon SHEET DATE: NPS GWMP 214371 (E) WALL / COLUMN / BEAM 2/28/2018 100% Draft Schematic Design 20OF 61 2/26/2018 5:54:53 PM 5:54:53 2/26/2018 4 3 2 1 4 3 2 1 ELEVATION REPAIR NOTES TOP OF CARILLON TOP OF CARILLON 127' - 0" 127' - 0"
E10 E10 E10 E10 E1 REINSTALL BELLS AND STRUCTURAL SUPPORT STEEL I-BEAMS. COORODINATE INSTALLATION WITH FOUNDRY. (INSTALLATION OF EQUIPMENT BY OTHERS.) E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E4 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO SOUNDBOARD ROOF SOUNDBOARD ROOF MATCH EXISTING. SEE DETAILS A-5.3 111' - 6 1/8" 111' - 6 1/8" E7 PROVIDE NEW HOLLOW CORE STEEL DOOR & FRAME TO MATCH EXISTING WITH BELL LOCATION - 3 BELL LOCATION - 3 NEW LOCK, HINGES, AND THRESHOLD; REFURBISH EXISTING OPERATING LEVERS. 105' - 11" 105' - 11" E10 EXISTING VENT TO REMAIN. CLEAN, PAINT AND PROVIDE NEW INSECT SCREENING. BELL LOCATION - 2 BELL LOCATION - 2 E11 TREAT LOUVERS TO MATCH CLADDING PANELS. REINSTALL WITH NEW PAINTED 101' - 11" 101' - 11" MESH BEHIND. SEE DETAIL 2/A-5.1 BELL LOCATION - 1 BELL LOCATION - 1 S1 BLAST / WIRE BRUSH CLEAN AND REPAINT ALL SURFACES OF EXISTING MAIN 97' - 11" 97' - 11" STAIR AND CIRCULAR STAIR. E4 E4 S11 PREPARE AND PAINT MESH ENCLOSURE TYP CLAVIER ROOF TYP CLAVIER ROOF 91' - 10" 91' - 10" E7
OBSERVATION DECK OBSERVATION DECK - 2 E4 - 2 84' - 3" TYP 84' - 3" E1 TYP E11 E11 TYP TYP
S1 TYP LOWER BELL LOWER BELL CHAMBER CHAMBER 68' - 6" 68' - 6" E4 E4 TYP TYP OBSERVATION DECK OBSERVATION DECK - 1 - 1 60' - 0 1/8" 60' - 0 1/8"
E2 E2 TYP TYP 1 2
E10 E10 S11 TYP
LEVEL 0 - PLAZA LEVEL 0 - PLAZA 0" 0" KEY PLAN
1 NORTH FACING INTERIOR ELEV. - 1 REPAIR 2 NORTH FACING INTERIOR ELEV. - 2 REPAIR 8 0 8 16 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. A-4.1 SCALE A A-4.1 SCALE A SCALE A SCALE OF FEET
REPAIR LEGEND DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer REPAIR ELEV. - INTERIOR - 850 REPLACE PANEL 140341 IE EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL NORTH FACING PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-4.1 Netherlands Carillon SHEET (E) WALL / COLUMN / BEAM DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 21OF 61 2/26/2018 5:54:54 PM 5:54:54 2/26/2018 D C B A A B C D
+/- 33' - 6 1/2" +/- 33' - 6 1/2" ELEVATION REPAIR NOTES
+/- 9' - 4 1/2" +/- 14' - 9" +/- 9' - 5" +/- 9' - 5" +/- 14' - 9" +/- 9' - 4 1/2"
TOP OF CARILLON TOP OF CARILLON E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND 127' - 0" 127' - 0" HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL.
E10 E10 E10 E3 REMOVE, CLEAN, REPOLISH, AND REINSTALL STAINLESS STEEEL LETTERING E10 E10 E10 E4 PROVIDE NEW RAILING AT OBSERVATION DECKS WITH 4" SPACE PICKETS TO MATCH EXISTING. SEE DETAILS A-5.3 E5 ADD STAINLESS STEEL VENT WITH INSECT SCREENING, PTD. E10 EXISTING VENT TO REMAIN. CLEAN, PAINT AND PROVIDE NEW INSECT SCREENING. SOUNDBOARD ROOF SOUNDBOARD ROOF E11 TREAT LOUVERS TO MATCH CLADDING PANELS. REINSTALL WITH NEW PAINTED 111' - 6 1/8" 111' - 6 1/8" MESH BEHIND. SEE DETAIL 2/A-5.1 S1 BLAST / WIRE BRUSH CLEAN AND REPAINT ALL SURFACES OF EXISTING MAIN BELL LOCATION - 3 BELL LOCATION - 3 STAIR AND CIRCULAR STAIR. 105' - 11" 105' - 11" E2 S11 PREPARE AND PAINT MESH ENCLOSURE
TYP BELL LOCATION - 2 BELL LOCATION - 2 101' - 11" 101' - 11" 1 BELL LOCATION - 1 BELL LOCATION - 1 97' - 11" 97' - 11"
E4 TYP CLAVIER ROOF E4 CLAVIER ROOF 91' - 10" 91' - 10" S11 TYP OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3"
E11 E11 E2 TYP TYP
E11 TYP LOWER BELL LOWER BELL S1 CHAMBER CHAMBER KEY PLAN 2 TYP 68' - 6" 68' - 6" E4 E4 TYP OBSERVATION DECK OBSERVATION DECK - 1 - 1 60' - 0 1/8" 60' - 0 1/8"
E2 TYP
3 INTERIOR ELEVATION LETTERING A-4.2 SCALE: NTS
E2 TYP REPAIR LEGEND
REPLACE PANEL E3 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL SEE IMAGE AT RIGHT
E5 E5 E5 E5 (E) WALL / COLUMN / BEAM
LEVEL 0 - PLAZA LEVEL 0 - PLAZA 0" 0" 8 0 8 16 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE A 1 WEST FACING INTERIOR ELEVATION - REPAIRS 2 EAST FACING INTERIOR ELEVATION - REPAIR SCALE OF FEET A-4.2 SCALE A A-4.2 SCALE A
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer REPAIR ELEV. - INTERIOR - 850 140341 IE WEST & EAST FACING PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-4.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 22OF 61 2/26/2018 5:54:54 PM 5:54:54 2/26/2018 ELEVATION REPAIR NOTES C B B C
IE3 TYP IE3 IE1 CUT OPENING AND PROVIDE NEW SOUND TRANSFER GRILL AT INTERIOR FACE OF +/- 13' - 6" TYP +/- 13' - 6" WALL. IE2 PAINT INTERIOR WALLS. IE3 PROVIDE ROLLER SHADES. IE4 NEW FIN TUBE RADIATION IE5 ELECTRICAL EQUIPMENT
+/- 6' - 0"- +/- 6' 0"- +/- 6' IE2 TYP
IE2 TYP
OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3" IE4
1 INTERIOR ELEVATION - CLAVIER ROOM - WEST 2 INTERIOR ELEVATION - CLAVIER ROOM - EAST A-4.3 SCALE A A-4.3 SCALE A
3 A-2.2
3 A-2.2 IE2 IE1 IE1 IE2 IE5 TYP TYP 1' - 2"- 1' 1' - 2"- 1' ELECTRIC BELL 1' - 3" PANEL IE5 1' - 3" OPERATING PANEL
OBSERVATION DECK OBSERVATION DECK - 2 - 2 84' - 3" 84' - 3"
3 INTERIOR ELEVATION - CLAVIER ROOM - SOUTH 4 INTERIOR ELEVATION - CLAVIER ROOM - NORTH 2 0 2 4 A-4.3 SCALE A A-4.3 SCALE A SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET
REPAIR LEGEND
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPLACE PANEL Designer REPAIR INTERIOR ELEVATION 850 EXISTING DECK MOUNTED LIGHT ENCLOSURE-REINSTALL 140341 IE - CLAVIER ROOM PMIS/PKG NO. TECH. REVIEW: 214371 (E) WALL / COLUMN / BEAM KF, AW A-4.3 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 23OF 61 2/26/2018 5:54:55 PM 5:54:55 2/26/2018 6- 1 A-5.3---A-3.2 A B C D ELEVATION REPAIR NOTES
OBSERVATION DECK - 1 E2 TREAT ALL STEEL CLADDING PANELS WITH METALIZING AND 60' - 0 1/8" HIGH-PERFORMANCE COATING AS INDICATED AND REINSTALL. E8 REMOVE EXISTING PAINT AND CORROSION FROM EXISTING GATES AND REPAINT. E9 ADD MESH PANEL BEHIND BARS. E12 PREPARE AND PAINT EXISTING MESH ENCLOSURE S4 MODIFY OUTER HANDRAIL WITH MESH INSERTS AS INDICATED. SEE DETAIL 2/A-5.3 AND 6/5.3 S13 S5 ADD GALVANIZED STEEL PIPE GUARDRAIL AT 42", PTD. SEE DETAIL 2/A-5.3 AND 6/5.3 S13 PROVIDE NEW STAIR SECTIONS FROM LEVEL 16 TO OBSERVATION DECK AS INDICATED ON PLAN OPTION 4. SEE 4/ LEVEL 16 S-4.1 FOR CONNECTION DETAIL. 47' - 10 7/8"
S5 TYP
S4 TYP
E2 TYP
E12
E8 TYP 1
E9 TYP KEY PLAN
LEVEL 0 - PLAZA 4 0 4 8 0" SCALE A
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE OF FEET 1 SECTION/ELEVATION AT GATES AND STAIR RAILINGS A-4.4 SCALE A
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer SECTION/ ELEVATION AT 850 140341 IE GATES AND STAIR RAILING PMIS/PKG NO. TECH. REVIEW: 214371 KF, AW A-4.4 Netherlands Carillon SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 24OF 61 2/26/2018 5:54:57 PM 5:54:57 2/26/2018 1/4" DIA ROUND HEAD ST. STL. SCREW, TYP. (10 PER VENT PLATE) NEW DOOR CUT 6" X 1'-2" HOLE IN EXIST STEEL SKIN PLATE. TREAT EDGES WITH METALIZING AND FINISH PAINT. NEW RAILING BEYOND 2" 1/8" +/- THICK STEEL NEW PITCHED PLATE CLADDING PANEL, CHECKERED PLATE 1" SQUARE HOLES AT 2" O.C. EA. 1/2" NEOPRENE SPACER TYP. FLOOR WAY. 6" 10" ST. STL. VENT PLATE 1/8" THICK, PTD. OBSERVATION DECK 3/4" +/- - 2 TYP ST. STL INSECT SCREENING BEHIND VENT PLATE 84' - 3"
2" 1 1/2" ROUND HEAD ST. STL. STRUCTURAL FRAME A-5.1 MACHINE SCREW W/ SLOT W/NYLON WASHER 2" 1' - 2" 2"
1' - 6"
2 A-5.1 +/- 9' - 9 1/2"
1 VENT PLATE DETAIL 2 TYP ATTACHMENT DETAIL 3 FLOOR SECTION AT OBSERVATION DECK 2 A-5.0 SCALE C A-5.0 SCALE B A-5.0 SCALE A
PANEL FACE BEYOND 8 1/4" 8 1/4" 1_1/8" NEOPRENE SPACER 1" NEOPRENE SPACER SLOPE = 1/8" - 3/4" NEOPRENE SPACER 1'-0"
1/2" NEOPRENE SPACER
Sim GASKET 2 A-5.0
11" TYP L2x2x5/16 STIFFENERS @4'-0" OC FASTENING PLATE BEYOND 1/8" +/- THICK 2' 2' - 0" REMOVE (E) CONC AS REQ'D TO STEEL PROVIDE NEW SLOPED CONC PLATE CLADDING EXISTING STL PATCH TO CONTROL WATER PANEL, TYP. ANGLES, TYP. +/- 2' - 0" +/-2' - RUNOFF; SLOPE 1/8" = 1'-0" REFER TO 1' - 5 1/2" STRUC. 3/4" MIN DEPTH
OPEN JOINT AT BASE FOR COLUMN BEYOND DRAINAGE 2' - 1 1/2" EXISTING PAVERS ON BOTH SIDES 6' - 3 1/8" 6' -
3' - 5 1/2" LEVEL 0 - PLAZA 0"
LEVEL 0 - PLAZA 0" ROUGHEN, CLEAN AND COAT (E) CONC WITH BONDING COMPAOUND PRIOR TO PLACING NEW CONC PATCH 4 NORTH ELEVATION - TYPICAL PANEL DIMENSIONS 5 PLAZA BASE BEAM SECTION A-5.0 SCALE A A-5.0 SCALE C
C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. 2 0 2 4 SCALE A
SCALE OF FEET
6 3 0 6 DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. SCALE B Designer DETAILS 850 SCALE OF FEET 140341 IE PMIS/PKG NO. 6 3 0 6 TECH. REVIEW: 214371 SCALE C Checker A-5.0 Netherlands Carillon SHEET DATE: NPS GWMP 214371 SCALESCALE OF OF INCHES FEET 2/28/2018 100% Draft Schematic Design 25OF 61 2/26/2018 5:54:58 PM 5:54:58 2/26/2018 PAINT (E) INTERIOR STEEL WALLS AND JAMB, TYP. 1/4" GALVANIZED STEEL CHECKERED PLATE, PTD.; SLOPED 1/8"=1'-0" HOLLOW CORE STEEL DOOR, PTD. GALVANIZED STEEL RAILING, PTD.
FINISHED FLOOR IN CLAVIER ROOM 1 3/4" ABOVE OBSERVATION DECK 2 LEVEL OBSERVATION DECK - 2 1/4" GALVANIZED STEEL CHECKERPLATE THRESHOLD 84' - 3" (E) BOX BEAM (E) BOX BEAM 4 A-5.1 1/4" GALVANIZED STEEL CHECKERED PLATE, PTD. 5 SLOPED 1/8" TO 1'-0" OBSERVATION DECK A-5.1 OBSERVATION DECK - 2 - 1 84' - 3" 1/8" +/- THICK STEEL PANEL 60' - 0 1/8" 1 1/4" 1
L4X4X1/2 SLOPED
PROVIDE AISC STANDARD SHEAR TAB CONN TO (E) ANGLE OF(E) BOX BEAM. GALVANIZED STEEL FRAME AT LOUVER AND MESH SCREEN, PTD.
(E) FIBERGLASS LOUVER; REMOVE TO 2"x1_1/4"x0'-4" LONG @ 4'-0" OC TREAT PANELS AND REMOVE BELLS; GALVANIZED SHIMS REINSTALL WITH NEW FRAME AND SCREEN
1 DETAIL SECTION AT CLAVIER ROOM DOOR 2 EDGE DETAIL AT OBSERVATION DECK 2 3 FLOOR SECTION AT OBSERVATION DECK 1 A-5.1 SCALE A A-5.1 SCALE A A-5.1 SCALE B
(E) BOX BEAM SEAL WELD BASE MOLDING TO PROVIDE FLASHING 1/8" +/- THICK STEEL PANEL 1/8" +/- THICK STEEL PANEL 1/4" GALVANIZED STEEL CHECKERED 1/4" GALVANIZED STEEL 1/4" GALVANIZED STEEL CHECKERED PLATE, PTD.; SLOPED 1/8"=1'-0" PLATE, PTD. SLOPE 1/8" = 1'-0" CHECKERED PLATE FLOORING; PTD. EXISTING STEEL ANGLE 1/2" DRIP EDGE OBSERVATION DECK - 1 60' - 0 1/8"
L 4X4X1/2 SLOPED 1/8"=1'-0" OBSERVATION DECK - 1 60' - 0 1/8" PROVIDE AISC STANDARD SHEAR TAB CONN TO (E) ANGLE OF (E) BOX BEAM. (2) L4X4X1/2 (SLOPED) L4X4X1/2 SLOPED L4X4X3/8 @ MAX 2'-6" OC (SLOPED) PROVIDE AISC STANDARD SHEAR TAB CONN ANGLE OF EXISTING BOX BEAM.
4 DETAIL SECTION AT OBSERVATION DECK WALL 5 EDGE DETAIL AT OBSERVATION DECK 1 6 DETAIL SECTION AT OBSERVATION DECK RIDGE, TYP. A-5.1 SCALE A A-5.1 SCALE A A-5.1 SCALE C
12 6 0 12 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE A
SCALE OF INCHES
2 0 2 4 DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. SCALE B Designer FLOOR DETAILS 850 SCALE OF FEET 140341 Author PMIS/PKG NO. 6 3 0 6 TECH. REVIEW: 214371 SCALE C Checker A-5.1 Netherlands Carillon SHEET DATE: NPS GWMP 214371 SCALESCALE OF OF INCHES FEET 2/28/2018 100% Draft Schematic Design 26OF 61 2/26/2018 5:54:59 PM 5:54:59 2/26/2018 3 2 A-5.2 A-5.2 1/4" GALVANIZED STEEL CHECKERED PLATE WITH LIQUID APPLIED MEMBRANE SYSTEM L4X4X3/8 PURLINS 2'-6" O.C. 1/4" GALVANIZED STEEL CHECKERED PLATE W/ LIQUID APPLIED MEMBRANE SYSTEM SOUNDBOARD ROOF 111' - 6 1/8" 1/2" DRIP EDGE
(2) L 4X4X3/8 AT RIDGE
1/2" / 12" WT 5 X6; SEE DETAIL 2/S-1.2
(E) BOX BEAM PROVIDE SEAT CONNECTION TO (E) BOX BEAM SIM TO 6/A-5.2
1 SECTION THROUGH SOUNDBOARD ROOF 2 DETAIL SECTION AT SOUNDBOARD ROOF RIDGE STL SHIM AS REQ'D A-5.2 SCALE A A-5.2 SCALE B
PROVIDE AISC STANDARD SHEAR TAB CONNECTION
SLOPE = 1/8" - 1'-0"
3/4" NEOPRENE SPACER 3 1/2" NEOPRENE DETAIL AT SOUNDBOARD SPACER A-5.2 SCALE B TOP OF CARILLON 127' - 0"
Sim GASKET 2 A-5.0
1/2" NEOPRENE SPACER
L2X2X5/16 STIFFENERS 1/4" GALVANIZED STEEL CHECKERED SUPPLEMENTARY STEEL PLATE(S), BEVELED @ 4'-0" OC PLATE W/LIQUID APPLIED MEMBRANE
1/8" +/- THICK STEEL W10 X 12 EXISTING STL PLATE CLADDING PANEL, 1/2" / 12" 1/2" DRIP EDGE SOUNDBOARD ROOF ANGLES, TYP. TYP. 111' - 6 1/8" FIELD WELD (V-GROOVE) REFER TO STRUC. 1/8 " +/- THICK STEEL PLATE CLADDING PANEL, TYP. 1/2" NEOPRENE SPACER CUT DOWN STEEL PANEL TO ACCOMODATE CONT L4X4; FASTEN TO PLATE REMOVABLE ATTACHMENT HARDWARE 1" X 1/8" ST. STL PRESS LOCKED BAR GRATING
1/8" +/- THICK STEEL SOFFIT SUPPLEMENTARY STEEL 1/2" NEOPRENE SPACER PANEL, TYP. SUPPORT CONT L4X4; BEND ANGLE TO SHED WATER
4 ROOF PANEL SECTION 5 DETAIL AT SOUNDBOARD EDGE 6 SECTION @ LOWER BELL CHAMBER FLOOR A-5.2 SCALE C A-5.2 SCALE B A-5.2 SCALE B
2 0 2 4 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE A
SCALE OF FEET
12 6 0 12 DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. SCALE B Designer ROOF DETAILS 850 SCALE OF INCHES 140341 Author PMIS/PKG NO. 6 3 0 6 TECH. REVIEW: 214371 SCALE C Checker A-5.2 Netherlands Carillon SHEET DATE: NPS GWMP 214371 SCALESCALE OF OF INCHES FEET 2/28/2018 100% Draft Schematic Design 27OF 61 2/26/2018 5:55:00 PM 5:55:00 2/26/2018 1 +/- 7' - 7 1/2" A-3.2 GALVANIZED STEEL GUARDRAIL, PTD. SALVAGE (E) TOP RAIL AND GALVANIZED STEEL HANDRAIL, PTD. MOUNTING BRACKETS TOP AND BELL LOCATION - 1 BOTTOM. PROVIDE NEW 7/8" 97' - 11" GALVANIZED STEEL PICKETS STAINLESS STL WIRE MESH WITH 4" SPACING; PTD. INFILL PANELS, POWDER COATED; FASTENED TO VERTICAL POSTS 1' - 6"- 1' Sim 5
CLAVIER ROOF TO MATCH EXISTING GALVANIZED STEEL POST A-5.3 91' - 10"
BEYOND, PTD. 4' - 1"
GALVANIZED STEEL 4" OBSERVATION DECK BOTTOM PIPE RAIL, PTD. - 1 STAINLESS STL WIRE MESH 60' - 0 1/8" INFILL PANELS, POWDER
4' - 1"- 4' OBSERVATION DECK COATED; FASTENED TO - 2 GALVANIZED STEEL VERTICAL POSTS 84' - 3" FLOOR SUPPORT BRACKET 2" X 4", PTD.
3 INNER RAILING DETAIL @ STAIR 4 DETAIL ELEVATION OF OBSERVATION DECK RAILING A-5.3 SCALE C A-5.3 SCALE D
MATCH EXISTING DIMENSIONS AT BOTTOM RAIL LOWER BELL CHAMBER 4" 68' - 6"
36- " /8 7 A-5.3--- ø 4 4" A-5.3 +/-1/4" 2
4' - 1"- 4' OBSERVATION DECK - 1 60' - 0 1/8" 5 PLAN DETAIL AT OBSERVATION DECK RAILING A-5.3 SCALE E
1 EAST ELEVATION - RAILINGS W/ 4" PICKET SPACING - ENLARGED EDGE OF WALL BEYOND A-5.3 SCALE A GALVANIZED STEEL GUARDRAIL, PTD. 4 0 4 8 WITH BRACKET NEW INTERMEDIATE POST, PTD (E) GALVANIZED STEEL HANDRAIL, PTD. SCALE A SCALE OF FEET
STAINLESS STL WIRE MESH 2 0 2 4 Sim 6 INFILL PANELS, POWDER SCALE B A-5.3 (E) GALVANIZED STEEL COATED; FASTENED TO BOTTOM PIPE RAIL, PTD. VERTICAL POSTS SCALE OF FEET
NEW 42" PIPE GUARDRAIL GALVANIZED STEEL POST 12 6 0 12 (ATTACHED TO WALL) BEYOND, PTD. 3' 3' - 6" SCALE C
EXISTING HANDRAIL, PTD. SCALE OF INCHES
2 0 2 4 GALVANIZED STEEL STAINLESS STL WIRE MESH NEW MESH INFILL PANEL, FLOOR SUPPORT INFILL PANELS, POWDER SCALE D POWDER COATED BRACKET 2" X 4", PTD. COATED; FASTENED TO SCALE OF FEET VERTICAL POSTS (E) STAIR TREAD 3 2 1 0 3 C:\Users\katherinef\Documents\1705. NPS Netherlands Carillon.Central Model_KatherineF.rvt Carillon.Central Netherlands NPS C:\Users\katherinef\Documents\1705. SCALE E
EXISTING POST, PTD SCALE OF INCHES EXISTING POST, PTD (E) STRINGER
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. Designer RAILING DETAILS 850 140341 IE PMIS/PKG NO. 2 MAIN STAIR OUTER RAILING ELEVATION DETAIL 6 MAIN STAIR OUTER RAILING DETAIL TECH. REVIEW: 214371 A-5.3 SCALE B Checker Netherlands Carillon A-5.3 SCALE C A-5.3 SHEET DATE: NPS GWMP 214371 2/28/2018 100% Draft Schematic Design 28OF 61 2/26/2018 5:55:01 PM 5:55:01 2/26/2018 GENERAL 6. Materials shall conform to the following: 1. The applicable building code is IEBC-15, International Existing Building Code 2015. ASTM A36 Bars, rods, angles, channels and plates 2. Refer to the Design Loads and Factors table on sheet S-0.1 for code required loads for the project. ASTM A992 W and WT shapes 3. Refer to the Special Inspections tables on sheet S-0.2 & S-0.3 for special inspection requirements for ASTM A53, Grade B Pipes the project. Work the Special Inspections Table in conjunction with the specifications. ASTM A500, Grade B Hollow Structural Sections 4. Contractor is solely responsible for means and methods during the course of the work. Do not damage ASTM A325 or F1852 TC Bolts High strength bolts or endanger the structural integrity of the Work or Existing Structure. ASTM A490 or F2280 TC Bolts 5. Contractor shall be responsible for the proper and safe design of shoring systems for trenches and ASTM F1554 Grade 36 Anchor Rods excavations. AWS A5.1 E70XX Welding electrodes (See note 4). 6. Notify the Contracting Officer in case of discrepancies between drawings, these notes, and before ASTM A36 All other structural shapes proceeding with the work. 7. Connections: 7. Use architectural drawings and drawings of other trades in conjunction with the structural drawings to A. Connections for new steel work shall be standard AISC connections using 3/4" dia. properly perform the work. high-strength slip-critical bolts, unless noted otherwise. 8. If conditions disclosed during removal of historic fabric reveal unforeseen conditions, promptly B. Moment Connections: Type PR indicates partially restrained moment connection and type FR request direction from the Contracting Officer before proceeding. indicates fully restrained moment connection as defined by the AISC Specification for Structural 9. Contractor is responsible for coordinating between trades. Steel Buildings. 10. Do not scale drawings. C. All bolted moment and bracing connections shall be slip-critical joints. Faying surfaces in 11. Field dimensions slip-critical joints shall be uncoated. If members are hot-dip galvanized in accordance with A. If structural drawings are used for laying out column centers, all dimensions shall first be verified ASTM A123 faying surfaces shall be subsequently roughened by hand wire brushing. with the architectural drawings. Layout shall be closed before work is begun. D. All bolted beam and girder to column connections and bolted column splices shall be 12. Sections and details shown, while drawn for specific locations, are intended to establish the general pretensioned joints. types of details to be used throughout. E. Provide standard AISC weld or high-strength bolted connections for details provided within the 13. The Engineer's review of a submittal shall not relieve the Contractor of their responsibility to follow contract documents for connections of new work to existing steel beams and columns. Drill the intent of the contract drawings. existing steel to receive new bolted connections; do not flame-cut holes. F. All bolts, nuts, washers and related hardware for exterior and other galvanized steel DELEGATED DESIGN ITEMS construction shall be mechanically galvanized according to ASTM B695, Class 50. 1. Employ or retain a licensed professional engineer in the Commonwealth of Virginia to design and detail G. Provide minimum weld sizes in accordance with AISC 360 Specification for Structural Steel the following performance specified structural components: Buildings (see note 4). A. Concrete mix design H. Use AWS certified welders for structural welding. B. Shoring / Scaffolding I. Remove galvanizing from steel in the area of field welding. Repair abraded surfaces and coat C. Temporary Excavation Support weld with zinc-rich coating. D. Stairs and railings 8. Steel framing shall be properly guyed, aligned and plumbed within AISC tolerances before proceeding 2. See individual material sections for additional requirements. with final connections. 9. See architectural drawings for additional steel not shown on structural drawings. EXISTING BUILDING/STRUCTURE NOTES 10. Galvanize all new steel components in accordance with ASTM A-123. Repair scratched or abraded 1. Verify all existing dimensions and elevations before beginning work or preparing shop drawings. galvanized surfaces with zinc-rich coating. After galvanizing, straighten members to meet AISC 2. Utmost care shall be exercised at all times when working on existing structural members to avoid standard mill tolerances. impairing the carrying capacity of the existing structure. 11. Where plates, angles or other miscellaneous members require welding (either field or shop) or A. Should the Contracting Officer determine that the carrying capacity of the existing structure slip-critical connections, mask connection surfaces prior to shop priming and touch-up with has been impaired by, or as a result of, the operations of the Contractor, or is otherwise not primer after completing connection. in conformance with the contract documents, appropriate remedial work shall be required. 12. See architectural drawings for identification of members to be classified as "Architecturally B. Any damage resulting from the operations of the Contractor shall be repaired as directed by Exposed Structural Steel (AESS)". the Owner's representative at no additional cost to the Owner. 13. Provide adjustable connections for all members designated as AESS to facilitate adjustment to 3. Notify the Contracting Officer before cutting or removal of any part of the existing structure not achieve the specified tolerance. indicated to be modified or demolished. STEEL STAIRS FOUNDATIONS 1. Stairs shall be designed by a professional engineer (engaged by the Contractor) licensed in the 1. Existing foundations were designed for a bearing pressure of 2000 psf based on existing base Commonwealth of Virginia. SGH conducted a review of the existing foundation bearing capacity 2. Contractor shall submit signed and sealed shop drawings and calculations from the stair design for existing and proposed structural loads. The required bearing pressure increases by approximately engineer to the design team for review and incorporate review comments prior to fabrication. 0.6% from existing to proposed structural loading conditions. A subsurface exploration conducted 3. See architectural drawings for stair locations, dimensions and details. by Langan and described in a report dated 15 September 2017 indicates that the existing mat and associated subgrade soils are suitable to support the additional proposed structural loads. SHORING/SCAFFOLDING The report indicates mass grading or other substantial earthwork is not anticipated as part of this 1. The contractor shall submit shoring/scaffolding shop drawings and calculations, prepared and sealed project. by a professional architec licensed in the Commonwealth of Virginia, for the following: A. Building/structure support shoring. REINFORCED CONCRETE B. Scaffolding. 1. Concrete construction shall follow requirements of the and ACI 301 2. Shoring and scaffolding shall comply with O.S.H.A. regulations. "Specifications for Structural Concrete". 3. The structural engineer of record (SER) will review shoring/scaffolding submittals only for loads 2. Detail, fabricate and place reinforcing and bar supports in accordance with the provisions set forth transmitted to the building structure. Submittals shall clearly indicate the location and magnitude of by the American Concrete Institute and the CRSI "Manual of Standard Practice." all loads applied to the building or structure. The contractor is responsible for design and 3. Provide shop drawings showing full information for reinforcing placement. Develop all member performance of the shoring/scaffold system. elevations and sections with pertinent elevations given, to clearly indicate the position of the reinforcement and construction joints, without reproducing sections, plans, or elevations from the design drawings. 4. Provide reinforcing steel conforming to ASTM A615, Grade 60. Reinforcement to be welded shall conform to ASTM A706. 5. Length of reinforcing bars, if shown, does not include hooks. 6. Headed Reinforcing Bar Anchors shall conform to ACI 318 and ASTM A970. Install according to manufacturer’s written instructions. Submit product information and ICC-ES Evaluation Report. 7. Reinforcing Bar Couplers shall develop 125% of the yield strength of the bar and conform to ACI 318. Submit product information and ICC-ES Evaluation Report. 8. Threaded dowel bar connections shall conform to ACI 318 and shall develop 125% of the yield strength of the bar in tension and compression. The mechanical connection shall be a forged SHEET LIST and parallel threaded type coupler manufactured from ASTM A615 grade 60 deformed bar material, free of external welding and machining. All couplers shall be installed per the manufacturer’s SHEET NUMBER DRAWING TITLE approved procedures. Submit product information and ICC-ES Evaluation Report. S-0.0 GENERAL NOTES - STRUCTURE 9. Welded wire fabric shall conform to ASTM A1064. S-0.1 SYMBOLS AND ABBREVIATIONS 10. Concrete properties: f'c = 4000 psi. 11. Reinforcement not shown on sections and plans is the same as that shown in similar sections S-0.2 SPECIAL INSPECTIONS and at similar locations. S-0.3 SPECIAL INSPECTIONS 13. Refer to special inspections table for testing requirements. S-1.0 PLANS-1 S-1.1 PLANS-2 STRUCTURAL STEEL 1. Detail, fabricate, and erect structural steel in accordance with AISC 360 and AISC 303 “Code S-1.2 PLANS-3 of Standard Practice”. S-1.3 PLANS-4 2. Structural steel design is based on the Load and Resistance Factor Design (LRFD) methodology. S-2.0 ELEVATIONS 3. A coupon test shall be conducted to determine yield strength of existing structural steel elements S-2.1 ELEVATIONS of built-up plate columns and beams. C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A 4. Electrodes shall be suited to grade and weldability of base metal. Where welding of existing steel S-4.1 SECTIONS & DETAILS - STEEL is required, the existing steel shall be checked for suitability of proposed weld. 5. The structural steel detailer shall develop all elevations, plans, and sections without reproducing same from the design drawings. Detailer shall adequately cross reference the structural drawings to the satisfaction of the engineer. All shop drawings shall be submitted for review and review comments incorporated prior to fabrication. DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. LB GENERAL NOTES - 850 14034 SGH STRUCTURE PMIS/PKG NO. TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-0.0 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 29OF 61 2/26/2018 8:56:24 AM 8:56:24 2/26/2018 STANDARD ABBREVIATIONS:
ABV Above (E) Existing M Moment STL Steel ADDL Additional EA Each MAS Masonry STRUC Structural ADH Adhesive EF Each Face MATL Material SUPT Support ADJ Adjacent, Adjustment EJ Expansion Joint MAX Maximum SW Short Way AESS Architecturally Exposed EL Elevation MECH Mechanical SYM Symmetrical Structural Steel ELEC Electrical MFR Manufacturer T Top AFF Above Finished Floor ELEV Elevator MIN Minimum T/ Top of AGG Aggregate EMBED Embedment/Embedded MISC Miscellaneous T&B Top and Bottom ALT Alternate ENGR Engineer MO Masonry Opening TC Terra Cotta ANCH Anchor EOD Edge Of Deck MONO Monolithic TEMP Temporary, Temperature APRX Approximate EOS Edge Of Slab MTL Metal T&G Tongue and Groove AR Anchor Rod EQ Equal NIC Not In Contract THD Thread(ed) ARCH Architect(ural) EQP Equipment NO. Number THK Thick(ness) BOT, B Bottom ES Each Side NOM Nominal TYP Typical B/ Bottom of EXCAV Excavate/Excavation NS Near Side UNO Unless Noted Otherwise SYMBOLS: B-B Back-to-Back EXP Expansion NTS Not To Scale U-P Underpinning BAL Balance EXT Exterior NWC Normal Weight Concrete V Shear BEL Below EW Each Way OC On Centers VAR Varies MOMENT CONNECTION - FULL RESTRAINT BF Braced Frame F/ Face of OD Outside Diameter VB Vapor Barrier MOMENT CONNECTION - PARTIAL RESTRAINT BLDG Building FAB Fabricate O.F. Outside Face VEF Vertical Each Face FLR/ROOF TYPE FLOOR/ROOF CONSTRUCTION BLK(G) Block(ing) FDN Foundation O-O Out-to-Out VERT Vertical COMMENTS & SPAN DIRECTION BM Beam FIN. Finish(ed) OPG Opening VIF Vertical Inside Face, S_ BP Base Plate FL Floor OPP Opposite Verify In Field SPAN DIRECTION BR Brace(ing) FLG Flange OSB Oriented Strand Board VOF Vertical Outside Face SLOPE SLOPE ARROW BRDG Bridging FP Fireproofing OSL Outstanding Leg, VR Vapor Retarder BRG Bearing FRMG Framing Oriented Strand Lumber w/ With [ # ] 3/4"Ø COMPOSITE BEAM SHEAR STUD BRK Brick FRP Fiber-Reinforced Polymer OVS Oversized-Hole w/o Without QUANTITY (TOTAL PER BEAM DISTRIBUTED BRKT Bracket FS Far Side PAF Powder Actuated Fastener WD Wood EVENLY ALONG LENGTH UNO) BS Both Sides FT Feet PC Precast Concrete, Piece WI Wrought Iron EMBEDDED PLATE CONNECTION BSMT Basement FTG Footing PCF Pounds per Cubic Foot WP Work Point, Waterproofing (SEE SCHEDULE) BT Bent FUT Future PED Pedestal WT Weight BTWN Between GA Gage PERP Perpendicular WWF Welded Wire Fabric BEARING PLATE CONNECTION BYD Beyond GALV Galvanize(d) PREFAB Prefabricate(d) XS Extra Strong (SEE SCHEDULE) CAIS Caisson GC General Contractor PL Plate XXS Double Extra Strong BEND POINT CANT. Cantilever GR Grade PLF Pounds per Lineal Foot ± Exist Dim or El (VIF) (SEE SCHEDULE) CAP. Capacity GYP Gypsum PLYWD Plywood C-C Center-to-Center HDR Header PMF Premolded Filler BASE OF DISCONTINUOUS COLUMN CE Concrete Encased HEF Horizontal Each Face PROJ Project(ion) TOP OF DISCONTINUOUS COLUMN CHAM Chamfer HGR Hanger PSF Pounds per Square Foot CI Cast Iron HI. High PSI Pounds per Square Inch P_ PIER MARK CIP Cast In Place HIF Horizontal Inside Face PSL Parallel Strand Lumber CJ Control/Contraction Joint HK Hook(ed) PT Preservative-Treated, Ø DIAMETER CL Centerline HOF Horizontal Outside Face Post-Tensioned CLG Ceiling HORIZ Horizontal PVC Polyvinyl Chloride 1 GRID COL HEAD (NEW) CLR Clear HP High Point QTY Quantity CM Construction Manager HSB High Strength Bolt R Radius 1 GRID COL HEAD (EXISTING) CMU Concrete Masonry Unit HT Height RCMU Reinforced Concrete COL Column H&V Horizontal & Vertical Masonry Unit COMB. Combined HVAC Heating, Ventilating, RD Roof Drain COMP Composite & Air Conditioning RDK Roof Deck CONC Concrete I.D. Inside Diameter REF Reference COND Condition I.F. Inside Face REINF Reinforce(d)/ CONN Connection INFO Information Reinforcement CONST Construction INSTL Install/Installation REQ(D) Require(d) CONT Continuous INSUL Insulation RET Retaining CONTR Contractor INT Interior REV Revise(d)/Revision COORD Coordinate JST(S) Joist(s) RO Rough Opening COV Cover JT Joint RQMT(S) Requirement(s) CP Cap Plate k Kip (thousand pounds) RXN Reaction CSK Countersunk KB Knee Brace SC Slip-Critical (connection) CTR Center(ed) LB, # Pound SCHED Schedule CY Cubic Yard LDGR Ledger (board) SECT Section DBL Double LEN Length SF Square Foot DEMO Demolition/Demolish LG Long SHRG Shoring DEPR Depress(ed)/Depression LL Live Load SHTHG Sheathing DET(S) Detail(s) LLBB Long Legs Back to Back SIM Similar DEV Develop/Development LLH Long-Leg Horizontal SL Slope(d) DESIGN LOADS AND FACTORS DIA, Ø Diameter LLV Long-Leg Vertical SLBB Short Legs Back to Back DESIGN CODE: INTERNATIONAL EXISTING BUILDING CODE 2015 ED DIAG Diagonal LOCN Location SLV Sleeve LIVE LOAD DATA SNOW LOAD DATA WIND LOAD DATA EARTHQUAKE DESIGN DATA DIM(S). Dimension(s) LONGIT Longitudinal SOD Slab On Deck DIR Direction LP Low Point SOG Slab On Grade FLOOR OR ROOF AREA LL ROOF AREA LOAD FACTOR VALUE FACTOR VALUE DK Deck LSL Long-Slotted Hole, SPA Space(s)/Spacing (psf) (psf) DL Dead Load Laminated Strand Lumber SPEC(S) Specification(s) OBSERVATION DECKS DN Down LVL Laminated Veneer Lumber SQ Square 100 GROUND SNOW LOAD (P g ) 25 ULTIMATE WIND SPEED (V ult ) (MPH) 115 RISK CATEGORY II 1 & 2 do. Ditto LW Long Way SS Stainless Steel (I ) OBSERVATION DECK 1.1 40 FLAT ROOF SNOW LOAD (P f ) 30 NOMINAL WIND SPEED (V asd ) (MPH) 90 SEISMIC IMPORTANCE FACTOR e 1.0 DP Deep LWC Light Weight Concrete SSL Short-Slotted Hole DWG(S) Drawing(s) STD Standard BELL TOWER ROOF 20 DRIFT RISK CATEGORY II MAPPED SPECTRAL RESPONSE ACCELERATION 0.2 SEC (Ss ) 0.119 DWL Dowel STIFF Stiffener STIR. Stirrup WIND EXPOSURE C MAPPED SPECTRAL RESPONSE ACCELERATION 1.0 SEC (S 1 ) 0.051 FACTOR VALUE SITE CLASS C
SNOW EXPOSURE (C e) 0.9 DESIGN SPECTRAL RESPONSE ACCELERATION 0.2 SEC (S ds ) 0.095
SNOW LOAD IMPORTANCE (I s ) 1.0 DESIGN SPECTRAL RESPONSE ACCELERATION 1.0 SEC (Sd1 ) 0.058 COMPONENTS AND CLADDING C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A THERMAL FACTOR (C t ) 1.2 WIND PRESSURE (PSF) *VARIES SEISMIC DESIGN CATEGORY A * CALCULATED PRESSURES TO BE DETERMINED BY COMPONENT AND CLADDING PROVIDER. ANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCE
NORTH-SOUTH EAST-WEST DESIGNED: SUB SHEET NO. DRAWING NO. DIRECTION DIRECTION TITLE OF SHEET LB 850 BASIC SEISMIC-FORCE-RESISTING SYSTEM STEEL MOMENT FRAME SYMBOLS AND 14034 Cs=3.5 R=3.0 SGH ABBREVIATIONS PMIS/PKG NO. TECH. REVIEW: 214371 DESIGN FACTORED BASE SHEAR (kips) 20.6 20.6 MZ Netherlands Carillon SHEET DATE: S-0.1 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 30OF 61 2/26/2018 8:56:25 AM 8:56:25 2/26/2018 SPECIAL INSPECTIONS PROGRAM - CONCRETE & PRECAST CONCRETE (IBC TABLE 1705.3) STRUCTURAL TESTING & INSPECTION PROGRAM NOTES: 1. THE INTENTION OF THIS TABLE IS TO IDENTIFY THE CONSTRUCTION REQUIRING SPECIAL INSPECTION AS 2015 IBC REFERENCE REQUIRED BY THE INTERNATIONAL BUILDING CODE (IBC). THE CONTRACTOR SHALL ENGAGE INDEPENDENT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE COMMENTS STANDARD SPECIAL INSPECTION AGENCY. CONTRACTOR TO NOTIFY SPECIAL INSPECTOR OF PROGRESS OF SECTION CONSTRUCTION AND PROVIDE ACCESS TO THE SITE TO COMPLETE INSPECTIONS. EACH SPECIAL INSPECTOR IS RESPONSIBLE FOR JOB SPECIFIC ITEMS AS DEFINED IN CHAPTER 17 OF THE IBC (AND IN GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2. ACCORDANCE WITH THE SPECIFICATION) 2. INSPECTIONS OF FABRICATORS IS NOT REQUIRED IF THE FABRICATOR IS APPROVED IN ACCORDANCE TO ACI 318: Ch. IBC SECTION 1704.2.5 AND CERTIFIES COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. INSPECTION OF REINFORCING STEEL, & PLACEMENT X 1908.4 20, 25.2, 25.3, 3. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A 26.6.1-3 CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION OF THE PROJECT WELDING OF VERIFICATION OF WELDABILITY OF X AWS D1.4 SPECIFICATIONS AND THE GENERAL NOTES. THE TESTING AGENCY SHALL SEND COPIES OF ALL REINFORCING REINFORCING STEEL OTHER THAN ACI 318: 26.6.4 STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ENGINEER, CONTRACTOR AND STEEL ASTM A706 BUILDING OFFICAL. ANY CONSTRUCTION WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS AND IBC REINFORCING STEEL RESISTING FLEXURAL & REQUIREMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR AXIAL FORCES IN INTERMEDIATE & SPECIAL CORRECTION AND THE ENGINEER IF UNCORRECTED. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY MOMENT RESISTING FRAMES, AND X AWS D1.4 EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. BOUNDARY ELEMENTS OF SPECIAL ACI 318: 4. FREQUENCY OF INSPECTIONS. STRUCTURAL WALLS OF CONCRETE & 26.6.4 A. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR SHALL BE ON SITE AT ALL SHEAR REINFORCEMENT TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. FOR STRUCTURAL STEEL, INSPECTION TASK MUST BE COMPLETED FOR EACH MEMBER OR CONNECTION. AWS D1.4 SHEAR REINFORCEMENT X B. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IN ON THE SITE AT THE TIME ACI 318: 26.6.4 INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIREING SPECIAL INSPECTIONS IN IN AWS D1.4 OTHER REINFORCING STEEL X COMPLIANCE. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. ACI 318: 26.6.4 5. ALL WELDS SHALL BE VISUALLY INSPECTED BY AN AWS CERTIFIED WELDING INSPECTOR. ALL PROVISIONS OF AWS D1.1/D1.1M "STRUCTURAL WELDING CODE- STEEL" SHALL APPLY TO STEEL CONSTRUCTION. INSPECTION OF ANCHORS CAST IN CONCRETE X ACI 318: 17.8.2 NON-DESTRUCTIVE TESTING OF WELD JOINTS SHALL BE IN ACCORDANCE WITH AISC 360 SECTION N5. 1904.1,1904.2, ACI 318: VERIFYING USE OF REQUIRED DESIGN MIX X 1908.2, 1908.3 Ch. 19, 26.4.4 AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE ASTM C 172 SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR ASTM C 31 ACI X 1908.10 CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE 318: 26.5.2, CONCRETE 26.12 INSPECTION OF CONCRETE PLACEMENT FOR PROPER 1908.6, 1908.7, X ACI 318: 26.5.2 APPLICATION TECHNIQUES 1908.8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE ACI 318: X 1908.9 & TECHNIQUES 26.5.3-5.5 VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO ACI 318: REMOVAL OF SHORES & FORMS FROM BEAMS & STRUCTURAL X 26.10.2, SLABS 26.11.2 INSPECT FORMWORK FOR SHAPE, LOCATION & DIMENSIONS OF THE X ACI 318: 26.11.1 CONCRETE MEMBER BEING FORMED
SPECIAL INSPECTIONS PROGRAM - POST INSTALLED
2015 IBC REFERENCE VERIFICATION AND INSPECTION CONTINUOU PERIODIC REFERENCE COMMENT STANDARD SECTION
ADHESIVE ANCHORS INSTALLED IN INSPECTION OF HORIZONTALLY OR UPWARDLY INCLINED [SEE GENERAL NOTES FOR REQUIRED X TABLE 1705.3 ACI 318: 17.8.2 ANCHORS ORIENTATIONS TO RESIST SUSTAINED TENSION PULL TEST] INSTALLED LOADS IN HARDENED OTHER MECHANICAL ANCHORTS AND [SEE GENERAL NOTES FOR REQUIRED CONCRETE X TABLE 1705.3 ACI 318: 17.8.2 ADHESIVE ANCHORS PULL TEST] C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. LB SPECIAL INSPECTIONS 850 14034 SGH PMIS/PKG NO. TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-0.2 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 31OF 61 2/26/2018 8:56:25 AM 8:56:25 2/26/2018 SPECIAL INSPECTIONS PROGRAM - STRUCTURAL STEEL (AISC 360 CHAPTER N) SPECIAL INSPECTIONS PROGRAM - STRUCTURAL STEEL (AISC 360 CHAPTER N)
2015 IBC 2015 IBC AISC 360 AISC 360 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE COMMENTS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE COMMENTS REFERENCE REFERENCE SECTION SECTION
GENERAL INSPECTION OF FABRICATORS X 1704.2.5 SEE NOTE 2. PRIOR TO MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR X TABLE N5.6-1 BOLTING FASTENER MATERIALS TABLES N5.4-3, DOCUMENT ACCEPTANCE OR REJECTION OF INSPECTED ITEMS X FASTENERS MARKED IN ACCORDANCE WITH ASTM N5.6-3, N6.1 X TABLE N5.6-1 REQUIREMENTS ANCHOR RODS, PLACEMENT OF ANCHOR RODS AND OTHER SECTION N5.7 EMBEDMENTS, EMBEDMENTS SUPPORTING STRUCTURAL STEEL PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, AND POST-INSTALLED TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM X TABLE N5.6-1 VERIFY DIAMETER, GRADE, TYPE AND LENGTH OF THE ANCHOR ANCHORS SECTION N5.7 SHEAR PLANE) ROD OR EMBEDDED ITEM PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X TABLE N5.6-1 VERIFY EXTENT OR DEPTH OF EMBEDMENT INTO CONCRETE SECTION N5.7 PRIOR TO CONCRETE PLACEMENT CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, X TABLE N5.6-1 INSPECTION OF DETAILS SUCH AS BRACING & STIFFENING X SECTION N6 STEEL FRAME MEET APPLICABLE REQUIREMENTS JOINT DETAILS PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION FOR COMPLIANCE MEMBER LOCATIONS X SECTION N6 PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER X TABLE N5.6-1 w/CONSTRUCTION ASSEMBLIES AND METHODS USED DOCUMENTS APPLICATION OF JOINT DETAILS AT EACH CONNECTION X SECTION N6 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS X TABLE N5.6-1 AND OTHER FASTENER COMPONENTS DURING BOLTING FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN PRIOR TO WELDING ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS X TABLE N5.6-2 WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE X TABLE N5.4-1 REQUIRED
MANUFACTURER CERTIFICATIONS FOR WELDING JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO X TABLE N5.4-1 X TABLE N5.6-2 CONSUMABLES AVAILABLE THE PRETENSIONING OPERATION FASTENER COMPONENT NOT TURNED BY THE WRENCH MATERIAL IDENTIFICATION (TYPE/GRADE) X TABLE N5.4-1 X TABLE N5.6-2 PREVENTED FROM ROTATING FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE - JOINT PREPARATION RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM X TABLE N5.6-2 - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) X TABLE N5.4-1 THE MOST RIGID POINT TOWARD THE FREE EDGES - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE)
CONFIGURATION AND FINISH OF ACCESS HOLES X TABLE N5.4-1 SPECIAL INSPECTIONS PROGRAM - STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
FIT-UP OF FILLET WELDS 2015 IBC - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) REFERENCE X TABLE N5.4-1 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCE COMMENTS - CLEANLINESS (CONDITION OF STEEL SURFACES) STANDARD - TACKING (TACK WELD QUALITY AND LOCATION) SECTION DURING WELDING INSPECTOR TO OBTAIN COPY OF AWS D1.1, WELDING OF ANCHORS & SHEAR STUDS X do USE OF QUALIFIED WELDERS X TABLE N5.4-2 WELDER CERTIFICATIONS PRIOR SECT 7 TO START OF WORK WELDING OF STAINLESS STEEL X AWS D1.6 do CONTROL AND HANDLING OF WELDING CONSUMABLES AWS D1.1, D1.3, - PACKAGING X TABLE N5.4-2 WELDING OF STAIR/RAILING SYSTEMS X 1705.2.1 do - EXPOSURE CONTROL D1.6 WELDING OF REINFORCING STEEL -PERFORM ADDITIONAL NO WELDING OVER CRACKED TACK WELDS X TABLE N5.4-2 AWS D1.4 INSPECTIONS IN ACCORDANCE WITH SPECIAL INSPECTIONS ACI 318: 3.5.2 ENVIRONMENTAL CONDITIONS PROGRAM - CONCRETE - WIND SPEED WITHIN LIMITS X TABLE N5.4-2 - PRECIPITATION AND TEMPERATURE
WPS FOLLOWED - SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS X TABLE N5.4-2 - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PROPER POSITION (F, V, H, OH)
WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING X TABLE N5.4-2 - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS AFTER WELDING WELDS CLEANED X TABLE N5.4-3
SIZE, LENGTH AND LOCATION OF WELDS X TABLE N5.4-3
WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION X TABLE N5.4-3 - WELD PROFILES - WELD SIZE -UNDERCUT - POROSITY ARC STRIKES X TABLE N5.4-3 C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A k-AREA INSPECTION AT DOUBLER PLATES, CONTINUITY X TABLE N5.4-3 PLATES, OR STIFFENER PLATES BACKING REMOVED AND WELD TABS REMOVED (IF X TABLE N5.4-3 REQUIRED) DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. REPAIR ACTIVITIES X TABLE N5.4-3 LB SPECIAL INSPECTIONS 850 14034 SGH PMIS/PKG NO. TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-0.3 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 32OF 61 2/26/2018 8:56:27 AM 8:56:27 2/26/2018 A B C D 33'-6 3/8" 9'-5" 14'-9" 9'-4 3/8" 40'-0" A B C D 33'-6 3/8" 9'-5" 14'-9" 9'-4 3/8" 1 1 S-2.0 S-2.1 BELL #1 2 1 1 SUPPORTS 2 2 2 (TOTAL 4 3 S-2.0 S-2.1 3 1 (E) 1 (E) 36"X36" SUPPORTS) (E) 5 3 3 CONC PIER (E) 36"X36" 1 28"X28" 28"X28" 2 3 5 2 3 5 2 3 5 BEL 1 2 2 CONC PIER 5 CONC PIER 5 CONC PIER 5 C C 4 4 4 4 BEL (E)B1 (E)B1 (E)B1 (E)B1 (E) (E)B1 (E) (E)B1 (E) C1 1 1 1 C (E) 4 4 4 4 2 4 2 4 (E)B3 (E)B3 (E)B3 2 4 2 3 5 4 4 2 3 5 4 4 2 3 5 4 3 3
(2)L4X4X1/2 do. do. 6 do. do. 5
7'-0" 7'-0" L4X4X3/8 @ MAX 2'-6" 1 ) 1 3 4 4 (SLOPED) TYP 4 5 L4X4X3/8 E) W 2 OC (SLOPED), TYP 2 ( 2 2 C 2 3 5 (TYP (E)B3 4 C 5 4 (E) (E)B3 3 3 (E) 2 2 6 TYP AT DECK (E)B3 5 5 2 3 5 4 4 4 1/4" CHECKERED L4X4X1/2 4 2 3 5 PLATE 9 (TYP @ L4X4X1/2 4 2 OBS DECK 1 SURF) (E)B1
(E)B3 2 (E) 28"X28" do. 2 do. 3 3 CONC PIER 7 7 (E)B3 3 2 3 5 8'-11" 40'-0" 8'-11" (E)B1 5 5 1 1 2 4 5 22'-10 1/2" 22'-10 1/2" 22'-10 do. do. 3 2 3 5 (E) C2 2 2 4 4 5 (E)B3 4 (E)B3 (E)B3 3 3 3 3 2 2 5 5 2 2 4 4 S-2.1 S-2.1 2 3 5 C 2 7 5 4 5 (E) 4
3 do. do. do. do. 4 2 (E) 36"X36" 3 3 3 3 2 3 5 4 4 2 3 5 4 4 2 3 5 2 (E)B3 (E)B3 L4X4X3/8 CONC PIER (E)B3 5 4
6'-11 1/2" 6'-11 2 1/2" 6'-11 BEL (E)B1 4 4 5 (E)B1 5 4 4 4 1 (E) C1 4 4 C (E) (E)B1 (E)B1 (E)B1 2 2 2 1 2 C 4 C 4 1 4 S-2.0 4 S-2.0 (E) (E) 5 1 4 2 3 5 2 3 5 2 3 5 1 (E) 5 (E) (E) 36"X36" 28"X28" 28"X28" 3 CONC PIER 3 CONC PIER CONC PIER 2 BEL 2
40'-0"X40'-0"X2'-0" DEEP MAT FOUNDATION
1 PLAN - TOWER FOUNDATION 2 PLAN - OBSERVATION DECK 1 S-1.0 SCALEB S-1.0 SCALE B
NOTES: KEYNOTE LEGEND 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS. 2. SEE SHEET S-4.1 FOR WEIGHT OF EXISTING AND NEW BELLS. KEY VALUE KEYNOTE TEXT
1 RESLOPE CONCRETE INFILL AT BASE OF CORNER COLUMNS TO ACHIEVE ADEQUATE POSITIVE DRAINAGE AWAY FROM ADJACENT (E) L4X4X7/16 (TOTAL 4) STEEL ANGLE STRUCTURAL STEEL SUPERSTRUCTURE. RESLOPED CONCRETE SHALL BE CAREFULLY APPLIED TO ENSURE PONDING (E) L4X4X7/16 (TOTAL 4) OF WATER DOES NOT OCCUR AT THE BASE OF THE STRUCTURAL STEEL SUPERSTRUCTURE. REFERENCE ARCHITECTURAL section 5/A-5.0. 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE CLEANED TO REMOVE (E) CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS L3-1/8X3-1/8X 3/8 (TOTAL 4) SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED (E) 3/8" STL PL UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. BYD @ ~36" OC (E) 3/8" STL PL
RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. 1/2" 1'-11 BYD @ ~36" OC COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. (E) 3/8" STL PL 1/2" 1'-11 BYD @ ~36" OC 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL MEMBERS (BEAMS AND 1'-4 3/8" 1'-4 COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. 1'-11 1/2" 1'-3 5/8" 1'-3 5/8" 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD 4 SECTION - COL1 (C1) / BM1 (B1) 5 SECTION - COL2 (C2) / BM2 (B2) 6 SECTION - BM3 (B3)
C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A WELDING NEW GALVANIZED STEEL REINFORCEMENT SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED S-1.0 SCALE E S-1.0 SCALE E S-1.0 SCALE E COLD GALVANIC COATING AT AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. NOTE: NOTE: NOTE: 6 REMOVE EXISTING CHECKERED PLATE FLOOR. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AS REQUIRED TO EXISTING SECTION PROVIDED FOR REFERENCE ONLY. EXISTING SECTION PROVIDED FOR REFERENCE ONLY. EXISTING SECTION PROVIDED FOR REFERENCE ONLY. FACILITATE REMOVAL OF ALL FLOOR MEMBERS. PROVIDE NEW HORIZONTAL GALVANIZED STEEL ANGLE SUPPORTS AS REQUIRED. METAL PLATE CLADDING NOT SHOWN FOR CLARITY. METAL PLATE CLADDING NOT SHOWN FOR CLARITY. METAL PLATE CLADDING NOT SHOWN CLARITY. PROVIDE NEW GALVANIZED STEEL CHECKERED PLATE FLOOR WITH ADEQUATE SLOPE TO PROMOTE POSITIVE DRAINAGE AWAY FROM SUPPORTING STRUCTURAL STEEL MEMBERS (BEAMS AND COLUMNS) AND THE CENTER OF THE CARILLON. COORDINATE WITH DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. ARCHITECTURAL PLANS AND SECTIONS, SHEET A-5.1 4 0 4 8 SCALE B 1/4"=1'-0" LB 850 7 REMOVE EXISTING CHECKERED PLATES AT ALL STAIR LANDINGS . PROVIDE NEW GALVANIZED STEEL CHECKERED PLATES AT ALL SCALE OF FEET PLANS-1 LANDINGS WITH ADEQUATE SLOPE TO ELIMINATE PONDING ON PANEL AND TO PROMOTE POSITIVE DRAINAGE AWAY FROM 14034 SGH PMIS/PKG NO. SUPPORTING STRUCTURAL STEEL ELEMENTS (BEAMS AND COLUMNS). 12 0 12 TECH. REVIEW: 214371 SCALE E 1 1/2"=1'-0" SCALE OF FEET MZ Netherlands Carillon SHEET DATE: S-1.0 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 33OF 61 2/26/2018 8:56:30 AM 8:56:30 2/26/2018 A B C D A B C D 33'-6 3/8" 33'-6 3/8" 9'-5" 14'-9" 9'-4 3/8" 9'-5" 14'-9" 9'-4 3/8"
1 1 1 1 S-2.0 S-2.1 S-2.0 S-2.1 2 2 2 3 3 3 2 5 2 5 4 2 5 2 2 1 5 2 5 C 5 1 4 1 3 2 3 C 3 1 C C C C 4 C 4 4 4 C (E) (E)B2 (E) (E)B2 (E) (E)B2 (E) (E) (E)B2 (E) (E)B2 (E) (E)B2 (E)
1 1 4 4 4 4 4 (E)15.75 x 15.75 4 4 5 4 4 4 2 4 4 (E)15.75 x 15.75 BELL SUPPORT BEAM (E)15.75 x 15.75 4 BELL SUPPORT BEAM 2 4 2 BELL SUPPORT BEAM do.3 (2) L4X4X1/2 (E)B2 2 L4X4X7/16 2 3 4 3 7'-0" 4 3 7'-0" 2 2 5 5 3 5 (E) BELL #7 (E) BELL #6 (E) BELL #8 3 2 5 3
4 (E)B2 (E)B2 4 (E)B2 (E)B2 4 C 5 5 4 4 6 TYP AT DECK 5 4 (E)B2 (E) 5 do. do. 5 4 (E)B2 2 2 8 TYP AT DECK RESUPPORTED 4 2 4 2 2 4 RESUPPORTED (E) BELL C NEW BEAM BY OTHERS, 4 C C 4 5 (E) BELL #3 4 (E) BELL #2 4 #1 BY OTHERS, COORD (E) 4 4 COORDIANTE WITH (E) (E) BY OTHERS. 12 2 2 2 4 W/ ROYALEIJSBOUTS ROYALEIJSBOUTS DRAWINGS 10 L4X4X7/16 (E)C-CHAN 3 (E)C-CHAN 4 DWGS 12 3 (E) C2 (E)B2 L4X4X7/16 (E)B2 NEW 'A' FRAME, DETAIL B BY 2 (E) C2 2 C C OTHERS (TOTAL 2), COORD (E)B2 (E)B2 8'-11" 8'-11"
(E) (E)B2 3 (E)C-CHAN (E) (E)C-CHAN 5 NEW BELL #2A BY WITH ROYALEIJSBOUTS DWGS. 10 22'-10 1/2" 22'-10 5 1/2" 22'-10 5 2 4 5 4 2 5 OTHERS, COORD WITH 4 4 4 2 5 3 4 4 2 4 2 3 C 4 C ROYALEIJSBOUTS C 4 4 (E) 5 4 (E) DWGS 12 4 (E) 5 3 (E)B2 do. (2) L4X4X1/2 3 2 4 2 4 4 7 4 (E)B2 2 7 4 C 4 (E)15.75 x 15.75 4 S-2.1 3 S-2.1 (E)B2 (E)15.75 x 15.75 RESUPPORTED (E) BELL #3 BY 2 3 5 (E)B2 (E)B2 (E)B2 (E) (E)B2 L4X4X7/16 BELL SUPPORT BEAM BELL SUPPORT BEAM OTHERS, COORD WITH BAR GRATING SPAN, TYP L4X4X7/16 (E)B2 3 (2) L4X4X1/2 ROYALEIJSBOUTS DWGS. 12 (SEE ARCH DWGS) 4 4 (E) BELL #5 5 (E) BELL #4 5 4 NEW 'A' FRAME, DETAIL A BY
6'-11 1/2" 6'-11 1/2" 6'-11 4 5 5
4 4 (E)B2 4 OTHERS (TOTAL 2), COORD 4 4 4 4 4 4 4 4 (E)B2 4 (E)B2 (E)B2 (E)B2 (E)B2 (E)B2 WITH ROYALEIJSBOUTS DWGS. 10 4 4
2 1 2 2 1 C 2 C 2 4 2 2 4 1 C 2 2 1 S-2.0 C C S-2.0 C C C (E) 3 (E) 3 (E) 3 (E) (E) 2 3 5 (E) 4 2 3 5 (E) 4 2 3 5 (E) 5 5 5
1 PLAN - LOWER BELL CHAMBER 2 PLAN - BELL SUPPORT S-1.1 SCALEB S-1.1 SCALEB
NOTES: NOTES: 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS. 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS. 2. SEE SHEET S-4.1 FOR WEIGHT OF EXISTING AND NEW BELLS.
KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE CLEANED TO REMOVE CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL MEMBERS (BEAMS AND COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD WELDING NEW GALVANIZED STEEL REINFORCEMENT SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED COLD GALVANIC COATING AT AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. 6 REMOVE EXISTING CHECKERED PLATE FLOOR. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AS REQUIRED TO FACILITATE REMOVAL OF ALL FLOOR MEMBERS. PROVIDE NEW HORIZONTAL GALVANIZED STEEL ANGLE SUPPORTS AS REQUIRED. PROVIDE NEW GALVANIZED STEEL CHECKERED PLATE FLOOR WITH ADEQUATE SLOPE TO PROMOTE POSITIVE DRAINAGE AWAY FROM SUPPORTING STRUCTURAL STEEL MEMBERS (BEAMS AND COLUMNS) AND THE CENTER OF THE CARILLON. COORDINATE WITH ARCHITECTURAL PLANS AND SECTIONS, SHEET A-5.1
C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A 8 REMOVE EXISTING STEEL MESH CEILING. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AND CONNECTION HARDWARE AS REQUIRED TO FACILITATE REMOVAL OF ENTIRE MESH CEILING. PROVIDE NEW STEEL ANGLE SUPPORTS AND STEEL 4 0 4 8 SCALE B 1/4"=1'-0" GRATING FOR MAINTENANCE ACCESS. NEW GRATING SHALL BE INSTALLED TO ENSURE STEEL ANGLE SUPPORTS ARE SLOPED TO SCALE OF FEET AVOID PONDING CONDITIONS. COORDINATE WITH NOTE 2 WORK. NEW BAR GRATING AS INDICATED IN THE ARCHITECTURAL DRAWINGS IS SIZED TO ACCOMMODATE A 40 PSF LIVE LOAD. COORDINATE WITH ARCITECTURAL DETAIL 6/A-5.2. 10 COORDINATE NEW BUILT-UP BEAM, 'A' FRAME SUPPORTS AND CONNECTIONS TO THE EXISTING STRUCTURE WITH ROYALEIJSBOUTS DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. DRAWINGS. LB 850 12 EXISTING BELLS #2 AND #3 SHALL BE RESUPPORTED AT NEW BUILT-UP BEAM. EXISTING BELL #1 SHALL BE RELOCATED AND PLANS-2 SUPPORTED AT NEW BUILT-UP BEAM. NEW BELL #2A SHALL BE LOCATED AND SUPPORTED AT NEW BUILT-UP BEAM. REFERENCE 14034 NOTE 10. SGH PMIS/PKG NO. TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-1.1 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 34OF 61 2/26/2018 8:56:31 AM 8:56:31 2/26/2018 A B C D A B C D 33'-6 3/8" 33'-6 3/8" 9'-5" 14'-9" 9'-4 3/8" 9'-5" 14'-9" 9'-4 3/8"
1 1 1 1 S-2.0 S-2.1 S-2.0 S-2.1
2 3 5 2 3 5 2 3 5 2 3 5 1 2 2 1 1 2 2 1 C C C C C C 4 4 4 4 C C (E) (E)B2 (E) (E)B2 (E) (E)B2 (E) (E) (E) (E)B2 (E) (E) (E) BELL #11 1 1 4 4 4 4 4 4 4 4 2 4 5 4
(2)L4X4X1/2 L4X4X3/8 @ MAX 2'-6" OC 3 do. do. 5 (E)B2 2 (SLOPED) TYP 3 (E)B2 5 5 (SLOPED), TYP (E)B2 5 do. 5 W10X12 do. 7'-0" 7'-0" (E)B2 W 4 2 3 L4X4X3/8 4 2 4 10X12 1/4" SS CHECKERED 2 C (E) BELL #12 2 4 C do. do. do. do. C PL (COORD w/ ARCH 5 4 (E) 5 5 (E)B2 (E)B2 (E) (E)B2 (E)B2 (E) W10X1(E)B2 4 DWGS) 2 2 2 (E) C2 2 3 4 4 4 4 3 4 5 (E) BELL #9 5
(E)B2 WT5X6 ON TOP OF L4X4X1/2 4 L4X4X1/2 5 2 5 4 (E) BOX BEAM, 4 4 4 TRIM WEB AS 5 (E) C2
(E)B2 2 2 do. 6 TYP AT DECK do. C REQ'D TO EXTENT OF ROOF PLATING (COORD w/ ARCH DWGS)
5 do. (2) L4X4X3/8 L4X4X3/8 do. 3 (E)B2
SUPPORT ROOF L4X4X3/8
8'-11" (E) 8'-11" 4 PL. 5 4 (E)B2 3 (E)B2 22'-10 1/2" 22'-10 2 4 do. (E) BELL #10 do. 2 1/2" 22'-10 4 2 (E) C2 4 2 5 C C 5 2 3 5 5 4 5 3 4 C (E)B2 4 (E) (E)B2 (E)B2 (E) (E)B2 5 5 (E) 3 3 2 2 W 4 4 4 4 2 10X12 2 4 2 S-2.1 (E)B2 S-2.1 3 4 4 7 (E)B2 3 6 TYP AT DECK W10X1 4 (E) BELL #13 5 L4X4X7/16 L4X4X3/8 do. 5 (E)B2
5 (E)B2 (E)B2 4 (E)B2 5
5 L4X4X3/8 do. do. do. do.
4 5 4 W10X12 4 6'-11 1/2" 6'-11 4 4 1/2" 6'-11 4 4 4 (E)B2 4 4 (E)B2 4 4 (E)B2 4 L4X4X3/8 do. 4 4
2 1 (E)B2 2 2 1 2 1 2 C 2 2 C 2 C C C 2 2 1 S-2.0 C (E) BELL SUPPORT S-2.0 C C (E) (E) (E) 3 (E) BM BELOW 3 (E) 3 (E) 3 (E) (E) (TYP, TOTAL 5) 5 5 5 5
1 PLAN - OBSERVATION DECK 2 2 PLAN - BELL TOWER ROOF S-1.2 SCALEB S-1.2 SCALEB
NOTES: NOTES: 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS. 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS. 2. SEE SHEET S-4.1 FOR WEIGHT OF EXISTING AND NEW BELLS. 2. SEE SHEET S-4.1 FOR WEIGHT OF EXISTING AND NEW BELLS.
KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE CLEANED TO REMOVE CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL MEMBERS (BEAMS AND COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A WELDING NEW GALVANIZED STEEL REINFORCEMENT SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED 4 0 4 8 COLD GALVANIC COATING AT AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. SCALE B 1/4"=1'-0" SCALE OF FEET 6 REMOVE EXISTING CHECKERED PLATE FLOOR. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AS REQUIRED TO FACILITATE REMOVAL OF ALL FLOOR MEMBERS. PROVIDE NEW HORIZONTAL GALVANIZED STEEL ANGLE SUPPORTS AS REQUIRED. PROVIDE NEW GALVANIZED STEEL CHECKERED PLATE FLOOR WITH ADEQUATE SLOPE TO PROMOTE POSITIVE DRAINAGE AWAY DESIGNED: FROM SUPPORTING STRUCTURAL STEEL MEMBERS (BEAMS AND COLUMNS) AND THE CENTER OF THE CARILLON. COORDINATE WITH SUB SHEET NO. TITLE OF SHEET DRAWING NO. ARCHITECTURAL PLANS AND SECTIONS, SHEET A-5.1 LB PLANS-3 850 7 REMOVE EXISTING CHECKERED PLATES AT ALL STAIR LANDINGS . PROVIDE NEW GALVANIZED STEEL CHECKERED PLATES AT ALL 14034 LANDINGS WITH ADEQUATE SLOPE TO ELIMINATE PONDING ON PANEL AND TO PROMOTE POSITIVE DRAINAGE AWAY FROM SGH PMIS/PKG NO. SUPPORTING STRUCTURAL STEEL ELEMENTS (BEAMS AND COLUMNS). TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-1.2 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 35OF 61 2/26/2018 8:56:32 AM 8:56:32 2/26/2018 A B C D 33'-6 3/8" 9'-5" 14'-9" 9'-4 3/8"
1 1 S-2.0 S-2.1
2 3 5 2 3 5 2 3 5 1 2 2 1 C C C C (E) (E)B1 (E) (E)B1 (E) (E)B1 (E)
1
4 4 4 4 4 4 4 4 7'-0"
2
2
(E)B1 (E)B1 3 8'-11" 2
22'-10 1/2" 22'-10 5 3 5 3 2 S-2.1
4 4
6'-11 1/2" 6'-11 4 4 (E)B1 4 4 (E)B1 4 4 (E)B1
4 2 1 2 2 1 S-2.0 C C C C (E) (E) (E) (E) 2 3 5 2 3 5 2 3 5
1 PLAN - TOP OF CARILLON S-1.3 SCALEB
NOTES: 1. SEE PLAN 1/S-1.1 AND ELEVATIONS FOR TYPICAL ABOVE GRADE COLUMN REPAIRS.
KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE CLEANED TO REMOVE CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL MEMBERS (BEAMS AND COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD WELDING NEW GALVANIZED STEEL REINFORCEMENT SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED COLD GALVANIC COATING AT AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A 4 0 4 8 SCALE B 1/4"=1'-0" SCALE OF FEET
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. LB PLANS-4 850 14034 SGH PMIS/PKG NO. TECH. REVIEW: 214371 MZ Netherlands Carillon SHEET DATE: S-1.3 NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 36OF 61 2/26/2018 8:56:33 AM 8:56:33 2/26/2018 1 2 3 4 A B C D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 RESLOPE CONCRETE INFILL AT BASE OF CORNER COLUMNS TO ACHIEVE ADEQUATE POSITIVE DRAINAGE AWAY FROM ADJACENT STEEL ANGLE STRUCTURAL STEEL SUPERSTRUCTURE. RESLOPED CONCRETE SHALL BE CAREFULLY APPLIED TO ENSURE PONDING OF WATER DOES NOT OCCUR AT THE BASE OF THE STRUCTURAL (E)B1 TOP OF CARILLON (E)B1(E)B1 (E)B1 TOP OF CARILLON STEEL SUPERSTRUCTURE. REFERENCE ARCHITECTURAL section 5/A-5.0. 127'-0" 127'-0" 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE CLEANED TO REMOVE CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. 6 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL SOUNDBOARD ROOF (E)B2 SOUNDBOARD ROOF MEMBERS (BEAMS AND COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. 111'-6 1/8" 111'-6 1/8" 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS BELL LOCATION - 3 BELL LOCATION - 3 WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. 105'-11" 105'-11" 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO BELL LOCATION - 2 BELL LOCATION - 2 REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE 101'-11" 101'-11" PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD WELDING NEW GALVANIZED STEEL REINFORCEMENT BELL LOCATION - 1 BELL LOCATION - 1 SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED COLD GALVANIC COATING AT 97'-11" 97'-11" AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. 6 REMOVE EXISTING CHECKERED PLATE FLOOR. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AS REQUIRED TO FACILITATE REMOVAL OF ALL FLOOR MEMBERS. PROVIDE NEW HORIZONTAL GALVANIZED STEEL 9 9 9 9 ANGLE SUPPORTS AS REQUIRED. PROVIDE NEW GALVANIZED STEEL CHECKERED PLATE FLOOR WITH ADEQUATE SLOPE TO PROMOTE POSITIVE DRAINAGE AWAY FROM SUPPORTING STRUCTURAL STEEL MEMBERS (BEAMS AND COLUMNS) AND THE CENTER OF THE CARILLON. COORDINATE WITH ARCHITECTURAL PLANS AND 6 6 SECTIONS, SHEET A-5.1 (E)B2 (E)B2 OBSERVATION DECK - 2 (E)B2 (E)B2 (E)B2 OBSERVATION DECK - 2 84'-3" 84'-3" 8 REMOVE EXISTING STEEL MESH CEILING. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AND 2 2 2 2 2 CONNECTION HARDWARE AS REQUIRED TO FACILITATE REMOVAL OF ENTIRE MESH CEILING. PROVIDE NEW 5 2 STEEL ANGLE SUPPORTS AND STEEL GRATING FOR MAINTENANCE ACCESS. NEW GRATING SHALL BE
(E)B2 (E)C2 (E)B2 BELL SUPPORT (E)B2 (E)B2 (E)B2 BELL SUPPORT INSTALLED TO ENSURE STEEL ANGLE SUPPORTS ARE SLOPED TO AVOID PONDING CONDITIONS. COORDINATE 77'-6 1/2" 77'-6 1/2" WITH NOTE 2 WORK. NEW BAR GRATING AS INDICATED IN THE ARCHITECTURAL DRAWINGS IS SIZED TO 2 2 2 2 2 ACCOMMODATE A 40 PSF LIVE LOAD. COORDINATE WITH ARCITECTURAL DETAIL 6/A-5.2. 5 2 9 WIRE BRUSH CLEAN RAILINGS TO BARE METAL TO REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REMOVE AND RELPLACE RAILING COMPONENTS WHERE MORE THAN 5% SECTION LOSS HAS 8 (E)B2 (E)B2 (E)B2 8 LOWER BELL CHAMBER LOWER BELL CHAMBER OCCURRED COMPROMISING THE STRUCTURAL INTEGRITY OF THE RAILING SYSTEM. (E)B2 68'-6" 68'-6" 9 9 9 9
6 6 (E)C1 (E)B1 (E)C1 OBSERVATION DECK - 1 (E)C1 (E)B1 (E)C2 (E)B1 (E)C2 (E)B1 (E)C1 OBSERVATION DECK - 1 60'-0 1/8" 60'-0 1/8"
2
2 3 5
(E)B2
4 4 2 2 2 2 2 5 5 2 3 5 5 5 2 2 (E)B2 5 5 4 4 2
2 3 5
(E)B2
2 3 5 4 4
(E)B1 2
3 3 3 3 4 4 3 3 1 1 (E)B1 (E)B1 (E)B1 1 1 1 1
C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A LEVEL 0 - PLAZA LEVEL 0 - PLAZA 8 0 8 16 0" 0" SCALE A 1/8"=1'-0" (E) FOUNDATION SCALE OF FEET
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. LB ELEVATIONS 850 14034 ELEVATION - SOUTH ELEVATION - EAST SGH PMIS/PKG NO. 1 2 TECH. REVIEW: 214371 S-2.0 SCALEA S-2.0 SCALEA MZ Netherlands Carillon SHEET NOTES: NOTES: DATE: S-2.0 NPS GWMP 214371 1. SEE PLAN SHEETS S-1.0, S-1.1, & S-1.2 FOR REPAIRS NOT SHOWN FOR CLARITY. 1. SEE PLAN SHEETS S-1.0, S-1.1, & S-1.2 FOR REPAIRS NOT SHOWN FOR CLARITY. 02/28/2018 100% Draft Schematic Design 37OF 61 2/26/2018 8:56:34 AM 8:56:34 2/26/2018 1 2 3 4 A B C D KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 RESLOPE CONCRETE INFILL AT BASE OF CORNER COLUMNS TO ACHIEVE ADEQUATE POSITIVE DRAINAGE AWAY FROM ADJACENT STEEL ANGLE STRUCTURAL STEEL SUPERSTRUCTURE. RESLOPED CONCRETE SHALL BE CAREFULLY APPLIED TO ENSURE PONDING OF WATER DOES NOT OCCUR AT THE BASE OF THE STRUCTURAL STEEL SUPERSTRUCTURE. REFERENCE ARCHITECTURAL section 5/A-5.0. TOP OF CARILLON TOP OF CARILLON 2 REMOVE ALL EXISTING METAL PANEL CLADDING PLATES FOR CLEANING AND EVALUATION. PLATES SHALL BE 127'-0" 127'-0" CLEANED TO REMOVE CORROSION AND RUST SCALING DEPOSITS. PANELS WITH MORE THAN 15% SECTION LOSS SHALL BE REPLACED IN KIND. PANELS SHALL BE COATED WITH METALIZING AND NEW TNEMEC SYSTEM PER PROJECT SPECIFICATIONS. PANELS SHALL BE REINSTALLED UTILIZING NEW GALVANIZED OR STAINLESS STEEL CONNECTION HARDWARE AND RUBBER ISOLATION WASHERS / GROMMETS. RESLOPE TOP PANEL SURFACES TO ELIMINATE PONDING ON PANEL AND TO PROMOTE ADEQUATE POSITIVE DRAINAGE. COORDINATE WITH ARCHITECTURAL SECTION 5/A-5.0. 3 PROVIDE PASSIVE VENTILATION THROUGH INSTALLATION OF VENTING AND WEEP HOLE IN ALL STRUCTURAL 6 6 MEMBERS (BEAMS AND COLUMNS) ENCLOSED BY CLADDING. COORDINATE WITH ARCHITECTURAL DRAWINGS. (E)B2 (E)B2 (E)B2 SOUNDBOARD ROOF (E)B2 SOUNDBOARD ROOF 111'-6 1/8" 111'-6 1/8" 4 VISUALLY OBSERVE EXISTING BOX-BEAM TO BOX-COLUMN CONNECTIONS. TIGHTEN ALL LOOSE BOLTS AND NUT HARDWARE FOLLOWING REMOVAL OF CLADDING. EXECUTE SUPPLEMENTAL FIELD WELDING AT LOCATIONS 11 WHERE CONNECTION CONGESTION PREVENTS BOLT TIGHTENING. BELL LOCATION - 3 BELL LOCATION - 3 5 WIRE BRUSH CLEAN TO BARE METAL ALL STRUCTURAL STEEL (BEAMS, COLUMNS, AND CONNECTIONS) TO 105'-11" 11 105'-11" REMOVE SURFACE CORROSION AND RUST SCALING DEPOSITS. REINFORCE STRUCTURAL MEMBERS WHERE BELL LOCATION - 2 BELL LOCATION - 2 PANELS HAVE EXPERIENCED MORE THAN 5% SECTION LOSS (REFERENCE SECTIONS 1 & 2 ON STRUCTURAL 101'-11" 11 101'-11" SHEET S-4.1). REINFORCEMENT SHALL CONSIST OF FIELD WELDING NEW GALVANIZED STEEL REINFORCEMENT BELL LOCATION - 1 BELL LOCATION - 1 SECTIONS TO THE EXISITNG COMPROMISED MEMBERS. PROVIDE FIELD APPLIED COLD GALVANIC COATING AT 97'-11" 97'-11" AREAS OF ORIGINAL METLAIZED SURFACE LOSS, COORDINATE WITH ARCHITECTURAL DRAWINGS. 6 REMOVE EXISTING CHECKERED PLATE FLOOR. REMOVE SUPPORTING HORIZONTAL STEEL ANGLE SUPPORTS AS 2 REQUIRED TO FACILITATE REMOVAL OF ALL FLOOR MEMBERS. PROVIDE NEW HORIZONTAL GALVANIZED STEEL ANGLE SUPPORTS AS REQUIRED. PROVIDE NEW GALVANIZED STEEL CHECKERED PLATE FLOOR WITH ADEQUATE SLOPE TO PROMOTE POSITIVE DRAINAGE AWAY FROM SUPPORTING STRUCTURAL STEEL MEMBERS (BEAMS AND COLUMNS) AND THE CENTER OF THE CARILLON. COORDINATE WITH ARCHITECTURAL PLANS AND 6 SECTIONS, SHEET A-5.1 6 (E)B2 (E)B2 (E)B2 (E)B2 OBSERVATION DECK - 2 (E)B2 (E)B2 OBSERVATION DECK - 2 7 REMOVE EXISTING CHECKERED PLATES AT ALL STAIR LANDINGS . PROVIDE NEW GALVANIZED STEEL 84'-3" 84'-3" CHECKERED PLATES AT ALL LANDINGS WITH ADEQUATE SLOPE TO ELIMINATE PONDING ON PANEL AND TO (E)B2 (E)B2 PROMOTE POSITIVE DRAINAGE AWAY FROM SUPPORTING STRUCTURAL STEEL ELEMENTS (BEAMS AND COLUMNS). (E)B2 (E)B2 (E)B2 BELL SUPPORT BELL SUPPORT 9 WIRE BRUSH CLEAN RAILINGS TO BARE METAL TO REMOVE SURFACE CORROSION AND RUST SCALING 77'-6 1/2" (E)B2 (E)B2 77'-6 1/2" DEPOSITS. REMOVE AND RELPLACE RAILING COMPONENTS WHERE MORE THAN 5% SECTION LOSS HAS 2 2 OCCURRED COMPROMISING THE STRUCTURAL INTEGRITY OF THE RAILING SYSTEM. 5 5 11 COORDIANTE NEW BELL SUPPORT WITH ROYALEIJSBOUTS DRAWINGS. 8 (E)B2 (E)B2 (E)B2 (E)B2 8 LOWER BELL CHAMBER LOWER BELL CHAMBER 68'-6" 68'-6" (E)B2 9 (E)B2 2
6 6 (E)C2 (E)B3 (E)B3 (E)B3 (E)C2 OBSERVATION DECK - 1 (E)B3 (E)B3 (E)B3 OBSERVATION DECK - 1 60'-0 1/8" 60'-0 1/8"
2 (E)B1 (E)B1 5 (E)C2 (E)C2 7
2 2 2 (E)C2 7 (E)C2 3 3 3 SIM 1 7 5 5 5 S-2.1 S-4.1 (E)B2 (E)B2 (E)B2 5 4 4 4 4 2 7 2 4 4 2 5 5 2 2 SEE NOTE 2 2 SEE NOTE 2 7 3 3 3 5 5 5 (E)B2 (E)B2 (E)B2 5 2 SIM S-2.1 S-4.1 7 4 4 4 4 4 4 2 7 2 2 2 3 3 3 5 5 5 5 (E)B2 (E)B2 (E)B2
4 4 4 4
4 4 (E)B1 (E)B1 2 3 3 3 3 1 1 1 1 LEVEL 0 - PLAZA LEVEL 0 - PLAZA
C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt Central Rehabilitation-Structural Carillon Netherland NPS C:\Users\chrechtenbach\Documents\Revit\171132A 0" 0" 8 0 8 16 SCALE A 1/8"=1'-0" SCALE OF FEET
DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO. 1 SECTION - CENTRAL CORE (FACING NORTH) 2 SECTION - CENTRAL CORE (FACING WEST) LB ELEVATIONS 850 S-2.1 SCALEA S-2.1 SCALEA 14034 SGH PMIS/PKG NO. NOTES: NOTES: TECH. REVIEW: 214371 1. SEE PLAN SHEETS S-1.0, S-1.1, & S-1.2 FOR REPAIRS NOT SHOWN FOR CLARITY. 1. SEE PLAN SHEETS S-1.0, S-1.1, & S-1.2 FOR REPAIRS NOT SHOWN FOR CLARITY. 2. SEE ELEVATIONS ON SHEET S-2.0 FOR TYPICAL ABOVE GRADE COLUMN REPAIRS NOT 2. SEE ELEVATIONS ON SHEET S-2.0 FOR TYPICAL ABOVE GRADE COLUMN REPAIRS NOT MZ Netherlands Carillon SHEET DATE: S-2.1 SHOWN FOR CLARITY. SHOWN FOR CLARITY. NPS GWMP 214371 02/28/2018 100% Draft Schematic Design 38OF 61 2/26/2018 8:56:35 AM 8:56:35 2/26/2018 2/27/2018 12:58:08 PM C:\Users\chrechtenbach\Documents\Revit\171132A NPS Netherland Carillon Rehabilitation-Structural Central R17_CHRechtenbach.rvt PROVIDED BY ROYALEIJSBOUTS. ROYALEIJSBOUTS. BY PROVIDED AS ETC. HEADSTOCKS, CLAPPERS, BELLS, EXISTING TO ADJUSTMENTS RESTORATION PROPOSED AND REPAIRS 1994 INCLUDE ABOVE NOTED WEIGHTS BELL * BELL # BELL 02 EXISTING <100 EXISTING <100 EXISTING 28 28 EXISTING 52 29 EXISTING 51 50 31 EXISTING 49 32 EXISTING 48 47 34 EXISTING 46 35 45 EXISTING 44 40 EXISTING 43 EXISTING 42 48 EXISTING 41 53 EXISTING 40 57 EXISTING 39 62 EXISTING 38 68 EXISTING 37 75 EXISTING 36 81 35 EXISTING 90 34 EXISTING 99 33 EXISTING 109 32 119 31 EXISTING 130 30 EXISTING 29 EXISTING 154 28 EXISTING 176 27 198 26 220 25 24 23 22 020EXISTING EXISTING EXISTING 290 EXISTING 341 EXISTING 407 21 EXISTING 454 20 EXISTING 583 19 704 EXISTING 18 836 17 1095 16 EXISTING 15 14 1803 13 12 11 10 2a 9 8 7 6 5 4 3 2 1 WEIGHT (LBS) WEIGHT 02 EXISTING EXISTING 10421 14514 28EXISTING EXISTING 1288 EXISTING 1513 EXISTING EXISTING 2120 EXISTING 2589 EXISTING 3181 EXISTING 3617 EXISTING 4307 5068 7341 8280 141 EXISTING 253 0EXISTING 30 EXISTING 33 EXISTING 37 44 EXISTING EXISTING NOTE NEW NEW NEW S-4.1 S-4.1 S-4.1 A B 1 BYD @ ~36" OC ~36" @ BYD PL STL 3/8" (E) 4) (TOTAL L4X4X7/16 (E) WF BM (SEE PLAN) (SEE BM WF 1) NOTE (SEE BOLTS, SC A325 DIA 3/4" (3) w/ (GALV) PL CONN STL A36 5"X9"X1/2" ARCHITECTURAL SEE CLARITY, FOR SHOWN NOT CLADDING 2. DRAWINGS. ARCHITECTURAL WITH COORDINATE VARY, STRINGER AND PLATE CONNECTION OF ELEVATION 1. NOTES: 1) NOTE (SEE ES, BOLTS SC A325 DIA 3/4" (2) w/ (GALV) PL CONN STL A36 7"X6"X1/2" (GALV) TYP BOLT, SC A325 DIA 3/4" BM (E) CL (GALV) CONN, STRINGER STAIR AT PL STIFFENER A36 1/2"X3" SECTION - TYP STAIR STRINGER CONN AT (E) BUILT-UP BOX BEAM BOX BUILT-UP (E) AT STRINGERCONN STAIR TYP - SECTION STRENGTHENING (C1) COL1 - SECTION SECTION - TYP STAIR STRINGER CONN AT NEW BEAM NEW AT CONN STRINGER STAIR TYP - SECTION SCALE CL D SCALE D SCALE NOTES: 1. 1. 2 . CLADDING NOT SHOWN FOR CLARITY, SEE ARCHITECTURAL DRAWINGS. ARCHITECTURAL SEE CLARITY, FOR SHOWN NOT CLADDING . ELEVATION OF WIDE FLANGE BEAM, CONNECTION PLATE AND AND PLATE CONNECTION BEAM, FLANGE WIDE OF ELEVATION ARCHITECTURAL DRAWINGS. ARCHITECTURAL E
CL (E) COL BYD 1'-111/2"
CL (E) BM DRAWINGS. STRINGER VARY, COORDINATE WITH WITH COORDINATE VARY, STRINGER TYP L3X3X5/16 (GALV) L3X3X5/16 (GALV) L3X3X5/16 SECTION 6/S-1.0 SECTION SEE BEAM, BOX (E) 3/16
C12 STAIR STRINGER STAIR C12 1) NOTE (SEE STRINGER T/ 1'-11 1/2" /63-12 3/16 ANGLE TYP@ EA C12 STAIR STRINGER STAIR C12 (E)ANGLE TYP@ EA (SEE NOTE 1) NOTE (SEE STRINGER T/ S-4.1 2 BYD @ ~36" OC ~36" @ BYD PL STL 3/8" (E) 4) (TOTAL L3-1/8X3-1/8X3/8 (E) S-4.1 C SECTION - COL2 (C2) STRENGTHENING (C2) COL2 - SECTION SCALE COLUMN ANGLES COLUMN (E) OF FACE INSIDE TO WELDED (GALV), PL CONN A36 1/2" (GALV) SEAT LONG 0'-6" x WT5x11 (GALV) PLAN) (SEE BM WF PLAN) (SEE COLUMN BOX BUILT-UP (E) SECTION - NEW BEAM CONN @ (E) BUILT-UP BOX COLUMN BOX BUILT-UP (E) @ CONN BEAM NEW - SECTION CL D SCALE NOTES: 2. CLADDING NOT SHOWN FOR CLARITY, SEE ARCHITECTURAL DRAWINGS. ARCHITECTURAL SEE CLARITY, FOR SHOWN NOT CLADDING 2. STRINGER AND PLATE CONNECTION BEAM, FLANGE WIDE OF ELEVATION 1. S-4.1 4 E CONN (GALV) CONN COL TO WF FOR PL BEARING 1/2" ARCH DWGS (GALV) DWGS ARCH w/ COORD LANDING, STAIR AT BEAM WF NEW TYP PL ANGLE TO(E) VARY, COORDINATE WITH ARCHITECTURAL DRAWINGS. ARCHITECTURAL WITH COORDINATE VARY, COL PLAN - TYP STAIR STRINGER CONN AT(E) BUILT-UP BOX BEAM BOX BUILT-UP AT(E) CONN STRINGERSTAIR TYP - PLAN CL D SCALE NOTES: 1. ELEVATION OF CONNECTION PLATE AND STRINGER VARY, COORDINATE WITH WITH COORDINATE VARY, STRINGER AND PLATE CONNECTION OF ELEVATION 1. 2. CLADDING NOT SHOWN FOR CLARITY, SEE ARCHITECTURAL DRAWINGS. ARCHITECTURAL SEE CLARITY, FOR SHOWN NOT CLADDING 2. ARCHITECTURAL DRAWINGS. ARCHITECTURAL S-4.1 C 1'-35/8" S-4.1
CL (E) COL L2X2X5/16 (GALV) L2X2X5/16 L2X2X5/16 (GALV) L2X2X5/16 1'-4 3/8" /63-12 3/16 1'-7" S-4.1 B S-4.1 (E)ANGLE TYP@ EA SEE ARCH PLANS (GALV) PLANS ARCH SEE STRINGER, STAIR NEW DWGS ARCH w/ LOCATION COORD CL (E) COL (E) CL COL, SEE ARCH PLANS ARCH SEE COL, BOX BUILT-UP INTERIOR (E) S-4.1 3 02/28/2018 MZ SGH LB DATE: REVIEW: TECH. DESIGNED: PLAN - TYP STAIR STRINGER CONN AT (E) BUILT-UP BOX BEAM BOX BUILT-UP (E) AT CONN STRINGER STAIR TYP - PLAN CL D SCALE 2. CLADDING NOT SHOWN FOR CLARITY, SEE ARCHITECTURAL DRAWINGS. ARCHITECTURAL SEE CLARITY, FOR SHOWN NOT CLADDING 2. WITH COORDINATE VARY, STRINGER AND PLATE CONNECTION OF ELEVATION 1. NOTES: ARCHITECTURAL DRAWINGS. ARCHITECTURAL PLANS ARCH SEE BEAM, BOX BUILT-UP (E) SUB SHEET NO. SHEET SUB S-4.1 SCALE SCALE SECTIONS & DETAILS - STEEL & DETAILS SECTIONS D E 12 1 100% Draft Schematic Design Netherlands Carillon NPS GWMP 214371 CL (E) COL SCALE OF FEET OF SCALE FEET OF SCALE 0 TITLE OF SHEET OF TITLE 0 1 S-4.1 COL, SEE ARCH PLANS ARCH SEE COL, BOX BUILT-UP INTERIOR (E) SEE ARCH PLAN (GALV) PLAN ARCH SEE STRINGER, STAIR NEW COL (E) CL A S-4.1 12 1 1"=1' 1 1/2"=1' 1 - 0" PMIS/PKG NO. PMIS/PKG 961 39 DRAWING NO. DRAWING - 14034 214371 0" 850 850 SHEET OF HVAC LEGEND
1. ALL HVAC WORK SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL CODES 1. MINIMUM SIZE OF CONDENSATE DRAIN PIPING SHALL BE 3/4" UNLESS OTHERWISE 1. ALL WORK SHALL CONFORM TO THE STATE BUILDING CODES AND ALL OTHER INCLUDING AMENDMENTS PER NATIONAL PARK SERVICE REQUIREMENTS: NOTED. APPLICABLE CODES AND REGULATIONS 2015 INTERNATIONAL EXISTING BUILDING CODE ABBREVIATIONS PIPING SPECIALTIES 2015 INTERNATIONAL BUILDING CODE 2. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. 2. THE DRAWINGS DEPICT ONLY GENERALLY THE EXISTING CONDITIONS THE 2015 INTERNATIONAL MECHANICAL CODE PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE CONTRACTOR SHALL MAKE FIELD OBSERVATIONS AND CONFIRM WALL LOCATIONS, AD ACCESS DOOR TEE-TURNED DOWN 2015 INTERNATIONAL ENERGY CONSERVATION CODE JOISTS. PIPING AND OTHER UTILITIES. AFF ABOVE FINISHED FLOOR ELBOW-TURNED DOWN 2. INDOOR DESIGN CONDITIONS: 3. WHERE MAXIMUM OPERATING PRESSURE IS GREATER THAN 150 PSIG IN 3. ALL CONFLICTS AND ITEMS FOR CLARIFICATIONS SHALL BE BROUGHT TO THE AP ACCESS PANEL SUMMER (COOLING): 75ºF, 50% RH, AT 92ºF DB/76ºF WB OUTDOOR. ANY SYSTEM, THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL PRODUCTS, ENGINEER/ ARCHITECT'S ATTENTION PRIOR TO WORK IN THE AREA. WINTER (HEATING): 70ºF AT 15ºF OUTDOOR. PIPING, VALVES, FITTINGS AND ACCESSORIES WITH PRESSURE CLASSIFICATIONS ATC AUTOMATIC TEMPERATURE CONTROL ELBOW-TURNED UP THAT ARE SUITABLE FOR SERVICE. IN GENERAL, ALL PRODUCTS, PIPING, VALVES, 4. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW BUILDING MANAGEMENT RULES CFM CUBIC FEET PER MINUTE A 3. THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) CONTRACTOR SHALL FITTINGS AND ACCESSORIES BELOW 350 FEET OF THE HIGHEST PIPING POINT MUST WITH REGARDS TO TRASH, ELEVATORS, NOISE,SPRINKLERS AND FIRE ALARM. PIPE ANCHOR VISIT THE SITE TO DETERMINE ALL PRE-EXISTING CONDITIONS AND WORK HAVE PRESSURE RATINGS OF 300 PSI W.O.G. (WATER, OIL, GAS) OR GREATER. ALL CO CLEAN OUT NECESSARY PRIOR TO SUBMISSION OF BID PRICE. PRODUCTS, PIPING, VALVES, FITTINGS, AND ACCESSORIES BELOW 575 FEET OF THE 5. THE CONTRACTOR SHALL MAINTAIN IN OPERATION ALL EXISTING UTILITIES DB DRY BULB G HIGHEST PIPING POINT MUST HAVE PRESSURE RATINGS OF 500 PSI W.O.G. OR DURING CONSTRUCTION. PIPE GUIDE 4. THE HEATING, VENTILATING AND AIR CONDITIONING (HVAC) CONTRACTOR SHALL GREATER. DX DIRECT EXPANSION BE FAMILIAR WITH ALL CONTRACT DOCUMENTS FOR ALL TRADES AND COORDINATE 6. ITEMS IDENTIFIED TO BE SALVAGED SHALL BE STOCKPILED IN AN AREA FOR FLEXIBLE PIPE CONNECTION WITH OTHER CONTRACTORS. 4. EXPANSION IN PIPING SYSTEMS SHALL BE COMPENSATED FOR BY THE US OF U- REMOVAL BY THE OWNER. ALL OTHER ITEMS BEING REMOVED SHALL BE EAT ENTERING AIR TEMPERATURE BENDS, Z-BENDS OR EXPANSION JOINTS AS INDICATED. U-BENDS (LOOPS) AND Z- DISPOSED OF LEGALLY OFF SITE. ALL ITEMS BEING REMOVED AND NOT REUSED ETR EXISTING TO REMAIN 5. DRAWINGS ARE DIAGRAMMATIC ONLY: FINAL ROUTING OF PIPING AND EQUIPMENT BENDS SHALL BE COMPLETE WITH PIPE GUIDES AND ANCHORS. SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER. REDUCER LOCATIONS SHALL BE DETERMINED IN THE FIELD ADDITIONAL OFFSETS, ELBOWS, EP ELECTRIC PNEUMATIC RELAY ETC., SHALL BE PROVIDED AND INSTALLED WITHOUT ADDITIONAL COST TO THE 5. CONDENSATE FROM ALL COOLING COILS SHALL BE TRAPPED AND ROUTED TO 7. CAPPING OF ALL SERVICES SHALL BE PERFORMED TO LEAVE EXISTING SERVICES PIPE CAP OWNER. THE NEAREST HUB/FLOOR DRAIN, STORM OR EXTERIOR DRY WELLS. CONDENSATE TO OTHER AREAS INTACT AND FUNCTIONAL. FLA FULL LOAD AMPS PIPING SHALL BE INSULATED COPPER. CONDENSATE SHALL BE PUMPED AS 6. THE HVAC CONTRACTOR SHALL COORDINATE ALL ELECTRICAL AND PLUMBING REQUIRED. 8. ALL DEMOLITION WORK WILL BE SCHEDULED WITH BUILDING MANAGEMENT FPM FEET PER MINUTE UNION REQUIREMENTS WITH THE ELECTRICAL AND PLUMBING CONTRACTORS. AND PERFORMED ONLY FOLLOWING APPROVAL. GPH GALLONS PER HOUR 6. REFRIGERANT PIPING SHALL BE TYPE L OR REFRIGERATION SERVICE COPPER COMPANION FLANGE 7. THE AUTOMATIC TEMPERATURE CONTROL (ATC) CONTRACTOR SHALL TUBING WITH BRAZED JOINTS. SUCTION PIPING SHALL BE INSULATED WITH 3/4" 9. THE CONTRACTOR SHALL INFORM BUILDING MANAGEMENT AND RECEIVE HP HORSEPOWER COORDINATE THERMOSTAT LOCATIONS WITH THE ARCHITECTURAL FURNITURE MANVILLE AEROTUBE II PIPE INSULATION OVER TUBING WITHOUT CUTTING. ALL SCHEDULE APPROVAL FOR ANY REQUIRED UTILITY SHUTDOWN. PLANS. THERMOSTATS SHALL BE INSTALLED 48" ABOVE FINISHED FLOOR UNLESS JOINTS AND SEAMS SHALL BE SEALED WITH ADHESIVE. LAT LEAVING AIR TEMPERATURE BLIND FLANGE OTHERWISE NOTED. 10. WHERE EQUIPMENT IS SHOWN TO BE REMOVED, THE EQUIPMENT SHALL BE LRA LOCK ROTOR AMPS 7. REFRIGERANT PIPING CARRYING OTHER THAN GROUP A1 OR B1 REFRIGERANTS DELIVERED TO BUILDING MANAGEMENT FOR STORAGE OR PROPERLY DISPOSED OF DIRECTION OF PITCH 8. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL INCIDENTAL AND INTERCONNECTING SEPARATE PIECES OF EQUIPMENT AND PASSING AS DIRECTED BY BUILDING MANAGEMENT. MAX MAXIMUM ACCESSORIES NECESSARY TO MAKE THE HVAC WORK COMPLETE AND READY FOR VERTICALLY THROUGH FLOORS FROM ONE STORY TO ANOTHER SHALL BE OPERATION. ENCLOSED IN A CODE APPROVED RIGID AND TIGHT CONTINUOUS FIRE RESISTING 11. ANY PIPING SHOWN TO BE REMOVED WILL BE REMOVED TO THE POINT MBH THOUSAND BTU PER HOUR DIRECTION OF FLOW PIPE DUCT OR SHAFT HAVING NO OPENINGS INTO FLOORS NOT SERVED BY THE INDICATED ON THE DRAWING OR TO THE ACTIVE MAIN AND VALVED AND CAPPED. 9. ALL HVAC EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REFRIGERATING SYSTEM, AS REQUIRED BY LOCAL CODE AUTHORITIES. THE PIPE PIPING REMOVAL SHALL INCLUDE ALL HANGERS, VALVES, INSULATION, ETC. MIN MINIMUM EXISTING PIPE TO BE REMOVED MANUFACTURER'S RECOMMENDATIONS. DUCT OR SHAFT SHALL BE VENTED TO OUTDOORS. NIC NOT IN CONTRACT 12. CONTRACTOR SHOULD SURVEY EXISTING CONDITIONS AND INFORM ENGINEER 10. DEMOLITION WORK SHALL BE DONE BY THE HVAC CONTRACTOR. THE HVAC OF ANY DEVIATIONS PRIOR TO CONSTRUCTION. OA OUTSIDE AIR CONTRACTOR SHALL COORDINATE ALL WORK CONCERNING EXISTING EQUIPMENT MISCELLANEOUS AND SYSTEMS REMAINING IN THE BUILDING. ALL UNUSED PIPES AS A RESULT OF OED OPEN END DRAIN THE DEMOLITION SHALL BE CAPPED, SEALED AND INSULATED. T THERMOSTAT (EXISTING/RELOCATED/NEW) PD PRESSURE DROP *E/R/N 11. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE RA RETURN AIR INTEGRITY, CONDITION AND LOCATION OF EXISTING PIPING WHICH IS TO BE REUSED. IF PIPING CANNOT BE REUSED, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ RH RELATIVE HUMIDITY ENGINEER TO DETERMINE THE EXTENT OF REPLACEMENT. TAGS - EQUIPMENT, DRAWING RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR 12. FURNISH TO THE GENERAL CONTRACTOR ALL INFORMATION REQUIRED FOR MOTORIZED EQUIPMENT (EF, B) SETTING OF WALL, ROOF AND PARTITION OPENINGS FOR HVAC WORK. THIS EQP INFORMATION SHALL BE FURNISHED IN A TIMELY MANNER SUCH THAT SP STATIC PRESSURE (INCHES OF WATER) UPPER - EQUIPMENT DESIGNATION CONSTRUCTION SCHEDULE IS NOT JEOPARDIZED. VENTILATION TABLE WB WET BULB TEMPERATURE °F # LOWER - EQUIPMENT NUMBER 13. INFORM AND COORDINATE WITH THE OWNER ALL NECESSARY INTERRUPTIONS NON-MOTORIZED EQUIPMENT (ET, AS, CV) TO EXISTING BUILDING SYSTEMS AND SERVICE THAT MAY AFFECT THE NORMAL MINIMUM OPENABLE AREA TO CALCULATED OPENABLE OPENABLE AREA EQP UPPER - EQUIPMENT DESIGNATION OPERATION OF OCCUPIED PORTIONS OF THE BUILDING. THE OWNER SHALL BE ROOM ROOM FLOOR AREA THE OUTDOORS REQUIRED AREA REQUIRED AVAILABLE REMARKS PIPING SYSTEMS # LOWER - EQUIPMENT NUMBER INFORMED OF ANY INTERRUPTIONS AT LEAST TWO (2) WEEKS IN ADVANCE. CLAVIER ROOM 135 SQ.FT. 4 PERCENT OF FLOOR AREA 5.4 SQ.FT. 47.9 SQ.FT. 1 UPPER - SECTION DESIGNATION 14. INFORM THE OWNER WELL IN ADVANCE OF ANY WORK TO BE UNDERTAKEN IN CD CONDENSATION DRAIN H-1 LOWER - DRAWING NUMBER OCCUPIED AREAS OF THE BUILDING ASSOCIATED WITH THIS PROJECT. CONFORM A NOISE LIMITS IN THE PORTIONS OF THE BUILDING WHICH REMAIN OCCUPIED DURING RL REFRIGERANT LIQUID CONSTRUCTION. RS REFRIGERANT SUCTION 12 UPPER - DETAIL DESIGNATION REMARKS 15. COORDINATE PHASING REQUIREMENTS FOR THE PROJECT WITH THE GENERAL H-1 LOWER - DRAWING NUMBER 1. VENTILATION CALCULATED PER THE INTERNATIONAL MECHANICAL CODE 2015, SECTION 402 NATURAL VENTILATION. CONTRACTOR.
16. FIELD MEASURE THE EXACT SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND LOUVERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION.
17. MINIMAL CONTROL POWER HAS BEEN IDENTIFIED ON THE DRAWINGS. IF ANY ADDITIONAL POWER IS REQUIRED BASED ON SYSTEMS DESIGN BY THE CONTROLS CONTRACTOR THE ATC/BAS CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY AIR CONDITIONING UNIT AC THAT POWER. CF MOTOR MOTOR TOTAL SENSIBLE HEATING CURREN EER SEER SOUND REFRIGERANT OPERATING SYMBOL SERVES LOCATION SP WATTS FLA FILTER COOLING COOLING CAPACITY MCA @ @ POWER TYPE WEIGHT REMARKS 18. THE HVAC CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL O.A. TOTAL (MBH) (MBH) (MBH) V PH HTZ AHRI AHRI LEVEL (LBS) MECHANICAL EQUIPMENT, PIPING, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE AC-1 CLAVIER ROOM CLAVIER ROOM 0 670 0 95 0.54 WASHABLE 24 17.5 15.4 208 1 60 1 12.2 21.2 40 dB(A) R-410A 71 1, 2, 3 ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT.
19. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR SELECTION BASED ON MITSUBISHI MODEL PCA-A24KA7 DUCTLESS SPLIT SYSTEM. EXISTING CONDITIONS. REMARKS 20. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE CEILINGS AND IN WALL 1. PROVIDE WITH OPTIONAL BLUE DIAMOND CONDENSATE PUMP ACCESSORY. CONDENSATE PUMP SHALL BE POWERED THRU THE UNIT POWER STRUCTURES OF ADEQUATE SIZE TO ALLOW FOR MAINTENANCE, BALANCING AND SOURCE. COMPLETE REPLACEMENT OF EQUIPMENT WITHOUT DISTURBING PERMANENT 2. INDOOR AC UNIT POWERED THRU OUTDOOR ACCU UNIT. CONSTRUCTION. ACCESS PANELS IN CEILINGS AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE PLANS OR NECESSARY TO ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION & SIZES OF ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS.
21. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE-RATED ASSEMBLIES SHALL BE AIR COOLED CONDENSING UNIT ACCU FIRE-STOPPED AS REQUIRED TO RESTORE THE ASSEMBLY TO ITS ORIGINAL COMPRESSOR CONDENSER EER SEER SOUND REFRIGERANT OPERATING INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY TREMCO, O.A. SYMBOL SERVES LOCATION TON MCA MOCP @ @ POWER WEIGHT REMARKS HILTI, 3M OR APPROVED EQUAL. AMB QTY RL LRA V PH HTZ WATTS FLA AHRI AHRI LEVEL LBS. TYPE (LBS)
22. THE HVAC CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS ACCU-1 AC-1 OUTSIDE CLAVIER ROOM 95°F 12 7 11 208 1 8660 0.4 19 26 12.2 21.2 48 dB(A) 7.69 R-410A 153 1, 2, 3 AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO SUBMITTING SHOP DRAWINGS OR ORDERING EQUIPMENT. EQUIPMENT SHALL BE FURNISHED WIRED FOR THE VOLTAGES SHOWN ON THE ELECTRICAL PLANS. SELECTION BASED ON MITSUBISHI MODEL PUZ-A24NHA7. 23. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. REMARKS COORDINATE SWITCH TYPE WITH EQUIPMENT CHARACTERISTICS, 1. UNIT SHALL BE PROVIDED WITH LOW AMBIENT CONTROLS DOWN TO 0°F. MANUFACTURER'S RECOMMENDATIONS AND THE ELECTRICAL DRAWINGS. 2. INDOOR AC UNIT POWERED THRU OUTDOOR ACCU UNIT. 3. PROVIDE WITH MINIMUM 12" HIGH EQUIPMENT STAND. 24. ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC. ) NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK.
C:\Users\jms\Documents\M1249-008.01-NPS_Carillon-HVAC_jms.rvt 25. UNLESS NOTED OTHERWISE, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED WITH THE FINNED TUBE RADIATION (ELECTRIC) FTR EQUIPMENT IT SERVES AND INSTALLED BY THE MECHANICAL CONTRACTOR. MOTOR STARTERS FOR HVAC EQUIPMENT SHALL BE FURNISHED WITH THE MOTOR OR POWER APPARATUS WHICH IT OPERATES. MOTOR STARTER INSTALLATION SHALL BE BY SYMBOL COVER TYPE LENGTH OUTPUT OUTPUT REMARKS THE ELECTRICAL CONTRACTOR. (MBH) (WATTS) V PH HTZ FTR-1 WALL MOUNTED 8'-0" 13.6 4,000 208 1 60 - 26. ALL EVAPORATORS AND COOLING COILS LOCATED ABOVE THE LOWEST LEVEL DESIGNED: SUB SHEET NO. TITLE OF DRAWING NO. FINISHED FLOOR SHALL BE INSTALLED WITH AN AUXILIARY CONDENSATE DRAIN PAN UNDER THE UNIT. PROVIDE AN ELECTRONIC WATER LEVEL DETECTOR WIRED TO JMS 850 SHUTDOWN THE UNIT UPON DETECTION OF WATER IN THE AUXILIARY DRAIN PAN. AS HVAC SCHEDULES AND AN ALTERNATE TO THE AUXILIARY CONDENSATE DRAIN PAN, AN ELECTRONIC 140341 WATER LEVEL DETECTOR WIRED TO SHUTDOWN THE UNIT UPON DETECTION OF SELECTION BASED ON QMARK MODEL SHA. WATER MAY BE INSTALLED IN THE PRIMARY DRAIN LINE, THE OVERFLOW DRAIN LINE JMS GENERAL NOTES PMIS/PKG OR THE EQUIPMENT-SUPPLIED DRAIN PAN. THE WATER LEVEL DETECTOR SHALL BE REMARKS TECH. 214371 LOCATED AT A POINT HIGHER THAN THE PRIMARY DRAIN LINE CONNECTION AND 1. PROVIDE WITH RELAY TO ALLOW INTERLOCK WITH AC/ACCU UNIT BELOW THE OVERFLOW RIM OF PAN. DHE M-0.01Netherlands Carillon SHEET DATE: NPS GWMP 214371 40OF 61
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PROVIDE CONDENSATE DRAINAGE PIPING DN FROM ABOVE
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PROVIDE CONDENSATE DRAINAGE PIPING PROVIDE CONDENSATE DRAINAGE PIPING FROM ABOVE TO AREA DRAIN AT GRADE DN TO AREA DRAIN AT GRADE
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A B C D A B C D
1 HVAC LEVEL 0 PLAZA PLAN - 0'-0" 2 HVAC LEVEL 3 PLAN - 8'-6 5/8" M-1.00 SCALE: 1/4" = 1'-0" M-1.00 SCALE: 1/4" = 1'-0"
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DEMOLISH AND REMOVE EXISTING PIPING FROM THE PLAZA LEVEL UP TO OBSERVATION DECK 1. 1 2
DEMOLISH AND REMOVE EXISTING PIPING FROM THIS LEVEL UP TO OBSERVATION DECK 1.
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4 4 HVAC LEVEL 3 DEMOLITION PLAN - 8'-6 5/8" M-1.00 SCALE: 1/4" = 1'-0" DESIGNED: SUB SHEET NO. TITLE OF DRAWING NO. JMS HVAC LEVEL 0 PLAZA PLAN850 A B C D 140341 JMS & HVAC LEVEL 3 PLAN PMIS/PKG 3 HVAC LEVEL 0 PLAZA DEMOLITION PLAN - 0'-0" TECH. 214371 M-1.00 SCALE: 1/4" = 1'-0" DHE M-1.00Netherlands Carillon SHEET DATE: NPS GWMP 214371 41OF 61
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PROVIDE CONDENSATE DRAINAGE PIPING DN FROM ABOVE DEMOLISH AND REMOVE EXISTING PIPING FROM THIS LEVEL DOWN TO THE PLAZA LEVEL. PROVIDE PIPING EXPANSION AND CONTRACTION JOINTS AS REQUIRED.
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PROVIDE CONDENSATE DRAINAGE PIPING DN TO AREA DRAIN AT GRADE 4 4
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2 HVAC OBSERVATION DECK 1 DEMOLITION PLAN - 60'-0 1/8" 1 HVAC OBSERVATION DECK 1 PLAN - 60'-0 1/8" M-1.01 SCALE: 1/4" = 1'-0" M-1.01 SCALE: 1/4" = 1'-0" C:\Users\jms\Documents\M1249-008.01-NPS_Carillon-HVAC_jms.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING NO. JMS HVAC OBSERVATION DECK 850 140341 JMS 1 PLAN PMIS/PKG TECH. 214371 DHE M-1.01Netherlands Carillon SHEET DATE: NPS GWMP 214371 42OF 61
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PROVIDE CONDENSATE DRAINAGE PIPING PTAC DN TO AREA DRAIN AT GRADE 1 NEW AC 1 2 2 N T
DEMOLISH AND SERVICE CLEARANCE REMOVE EXISTING PROVIDE HVAC EQUIPMENT AND REFRIGERANT ASSOCIATED FTR PIPING. SIZE PIPING CONTROLS. 1 PER MANUFACTURER'S RECOMMENDATIONS. 3 3
NEW FTR NEW 1 ACCU 1
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2 HVAC OBSERVATION DECK 2 DEMOLITION PLAN - 84'-3" 1 HVAC OBSERVATION DECK 2 PLAN - 84'-3" M-1.02 SCALE: 1/4" = 1'-0" M-1.02 SCALE: 1/4" = 1'-0"
1 2 3 4
4 3 2 1
PROVIDE REFRIGERANT PIPING. SIZE PIPING PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE REFRIGERANT PIPING. SIZE PIPING PER MANFACTURER'S NEW RECOMMENDATIONS. ACCU NEW PROVIDE CONDENSATE 1 AC NEW DRAINAGE PIPING FTR 1 DN TO AREA DRAIN 1 AT GRADE OBSERVATION OBSERVATION DECK - 2 DECK - 2 84' - 3" 84' - 3" C:\Users\jms\Documents\M1249-008.01-NPS_Carillon-HVAC_jms.rvt
3 OBSERVATION DECK 2 - SECTION VIEW 1 4 OBSERVATION DECK 2 - SECTION VIEW 2 M-1.02 SCALE: 1/4" = 1'-0" M-1.02 SCALE: 1/4" = 1'-0" DESIGNED: SUB SHEET NO. TITLE OF DRAWING NO. JMS HVAC OBSERVATION DECK 850 140341 JMS 2 PLAN PMIS/PKG TECH. 214371 DHE M-1.02Netherlands Carillon SHEET DATE: NPS GWMP 214371 43OF 61
2/23/2018 4:34:54 PM 4:34:54 2/23/2018 2/28/2018 100% Draft Schematic Design ELECTRICAL RENOVATION NOTES ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND
1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE INTEGRITY AND CONDITION OF THE EXISTING BRANCH CIRCUIT WIRING WHICH IS TO BE REUSED FOR NEW EQUIPMENT CIRCUITING ACCORDING TO THE LIGHTING FIXTURE SYMBOLS RECEPTACLES AND OUTLETS MISCELLANEOUS NATIONAL ELECTRIC CODE. ALL DAMAGED WIRING OR WIRING FOUND TO BE AFF ABOVE FINISHED FLOOR 3/8" x 3" x 24" COPPER MAIN GROUND BAR. PROVIDE #6 AWG TO NONFUNCTIONAL SHALL BE REPLACED. AFG ABOVE FINISHED GRADE DUPLEX CONVENIENCE RECEPTACLE. MOUNTING HEIGHT 18" AFF. G FR R STANDARD DESIGNATION FOR ALL LIGHTING FIXTURES. "FR", "R" PANEL GROUND BUS, BUILDING STEEL, ELECTROSTATIC TILE 2. EXISTING BRANCH CIRCUITS SHALL BE EXTENDED AND CONNECTED TO ALL INDICATES FIXTURE TYPE; "3" INDICATES CIRCUIT NUMBER, "a" DOUBLE DUPLEX (QUAD) CONVENIENCE RECEPTACLE. AL ALUMINUM a3 AND CABLE TRAY UNLESS NOTED OTHERWISE. REFER TO EXISTING RELOCATED EQUIPMENT, AS REQUIRED FOR A COMPLETE WORKING a3 INDICATES SWITCH CONTROL. "NL" INDICATES UNSWITCHED MOUNTING HEIGHT 18" AFF. DETAIL ON DRAWING E-0.02. SYSTEM. ATS AUTOMATIC TRANSFER SWITCH NIGHT LIGHTING CIRCUIT. GROUND FAULT INTERRUPTING RECEPTACLE. MOUNTING 3. RECONNECT ALL EXISTING CIRCUITING WHICH ORIGINATES OR PASSES CEILING SURFACE, RECESSED OR PENDENT-MOUNTED HEIGHT 18" AFF. XXX MECHANICAL EQUIPMENT TAG. REFER TO MECHANICAL AUX AUXILIARY THROUGH THE RENOVATED AREAS BUT SERVES OTHER AREAS NOT BEING LIGHTING XXX SCHEDULE FOR ELECTRICAL INFORMATION. "C" INDICATES RECEPTACLE MOUNTED 6" ABOVE COUNTER RENOVATED. EXTEND THESE CIRCUITS AS MAY BE NECESSARY TO THE AWG AMERICAN WIRE GAUGE FIXTURE. C EXISTING PANELBOARDS. UTILIZE SPARE CIRCUIT BREAKERS. OR 42" AFF. BRK BREAKER WALL MOUNTED LIGHTING FIXTURE CONNECTED TO 4. DEMOLITION WORK SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. THE EMERGENCY BATTERY INVERTER SYSTEM. WP "WP" INDICATES RECEPTACLE PROVIDED WITH AN IN-USE, ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK CONCERNING C CONDUIT HEAVY DUTY, CAST ALUMINUM WEATHER-PROOF BRANCH CIRCUIT AND FEEDER SYMBOLS EXISTING EQUIPMENT AND SERVICES REMAINING IN THE BUILDING. CEILING MOUNTED LIGHTING FIXTURE WITH EMERGENCY COVERPLATE. DEVICE IS TO BE "WR" TYPE. CB CIRCUIT BREAKER BATTERY PACK. 5. THE ELECTRICAL CONTRACTOR SHALL RETURN ALL REMOVED EXISTING BRANCH CIRCUIT OR FEEDER CONCEALED IN CONSTRUCTION IN EQUIPMENT TO THE OWNER AT A LOCATION DESIGNATED BY THE OWNER. CKT CIRCUIT EXIT LIGHTING FIXTURE CEILING AND WALL MOUNTED. J JUNCTION BOX. FINISHED AREAS, EXPOSED IN UNFINISHED AREAS. ARROWS (CHEVRONS) AND FACES AS INDICATED ON BRANCH CIRCUIT OR FEEDER, CONCEALED IN OR UNDER CL CENTERLINE DRAWINGS. FLOOR SLAB. LIGHT SOLID LINE DENOTES EXISTING EQUIPMENT CONT CONTACT TO REMAIN. SMC 350 EMERGENCY BATTERY INVERTER EQUAL TO MEYERS POWER CU COPPER PRODUCTS #LV-350-R-1-X-B. CONDUIT STUB WITH PULL CORD AND BUSHING. LIGHT DASHED LINE DENOTES FUTURE EQUIPMENT BRANCH CIRCUIT-DIAGONAL LINES INDICATE NUMBER OF WIRES. TO BE INSTALLED. DS DISCONNECT SWITCH TELECOM RECEPTACLES AND OUTLETS SMC 550 EMERGENCY BATTERY INVERTER EQUAL TO MEYERS POWER NO DIAGONAL LINES INDICATES TWO WIRES. GROUND WIRE(S) DARK SOLID LINE DENOTES NEW EQUIPMENT DWG DRAWING PRODUCTS #LV-550-R-1-X-B. NOT INDICATED. MINIMUM SIZE #12 AWG AND 1/2" CONDUIT TO BE INSTALLED. TELECOMMUNICATIONS OUTLET. MOUNTING HEIGHT 18" AFF. UNLESS OTHERWISE NOTED. EC ELECTRICAL CONTRACTOR PROVIDE SINGLE-GANG OUTLET BOX WITH 3/4" EMPTY CONDUIT, 4#1, 1 1/2"C. INDICATES 4#1 AWG CONDUCTORS IN 1 1/2" CONDUIT. DARK DASHED LINE DENOTES EXISTING EQUIPMENT E, EM, EMERG EMERGENCY IN ACCORDANCE WITH NEC 700 WITH PULL STRING, RUN TO COMMUNICATIONS CONDUIT IN ROOM . TO BE REMOVED. SWITCHING SYMBOLS L211-1,3 HOME RUN TO PANELBOARD L211 CIRCUITS #1 AND #3. EMH ELECTRIC MANHOLE S SINGLE-POLE SWITCH. MOUNTING HEIGHT 48" AFF. X EXISTING EQUIPMENT TO BE REMOVED AND CIRCUIT PULLED BACK TO NEXT ACTIVE OUTLET/BACK TO PANEL. EMT ELECTRIC METALLIC TUBING S WP WEATHERPROOF SWITCH. MOUNTING HEIGHT 48" AFF. DIRECT FLEXIBLE CONNECTION TO MOTOR OR EQUIPMENT. XM EXISTING EQUIPMENT TO REMAIN. EQUIP EQUIPMENT S PANELBOARDS XN EXISTING EQUIPMENT TO BE REMOVED AND NEW EQUIPMENT AS SPECIFIED EWC ELECTRIC WATER COOLER M MOTOR RATED SWITCH WITHOUT THERMAL DEVICE INSTALLED ON EXISTING OUTLET, RECONNECT TO EXISTING CIRCUIT. P AND DISTRIBUTION SYMBOLS S THERMAL MOTOR SWITCH, "P" INDICATES PILOT LIGHT MOTORS AND CONTROLS XE EXISTING DEVICE TO BE REMOVED, OUTLET BLANKED AND CIRCUIT FC FLEXIBLE CONNECTION T LIGHTING, POWER, OR DISTRIBUTION PANEL. EXTENDED TO NEW EQUIPMENT AS SHOWN. F-DS FUSED DISCONNECT SWITCH SMC LOW VOLTAGE SWITCH. MOUNTING HEIGHT 48" AFF. 5 MOTOR-NUMERAL INDICATES HORSEPOWER. XR EXISTING EQUIPMENT TO BE REMOVED AND RELOCATED. FDR FEEDER PB PULL BOX, SIZE AS INDICATED. XL a NEW LOCATION OF RELOCATED EXISTING EQUIPMENT. S LOW VOLTAGE MOMENTARY CONTACT SWITCH. MOUNTING 30A DISCONNECT SWITCH-UNFUSED TYPE, SIZE AS INDICATED (30 GC GENERAL CONTRACTOR LV HEIGHT 48" AFF. "a" INDICATES ZONE NUMBER. E.C. SHALL M M METER. AMP, 3 POLE). XF EXISTING TO REFEED FROM NEW SOURCE. GEN GENERATOR COORDINATE DEVICE COMPATIBILITY WITH LIGHTING CONTROL 30A DISCONNECT SWITCH-FUSED TYPE, SIZE AS INDICATED (30 PANEL. G,GND GROUND W/W WIREWAY, SIZE PER CODE REQUIREMENTS. 20A AMP, 20 AMP FUSE, 3 POLE). ELECTRICAL DEMOLITION NOTES GFCI GROUND FAULT CIRCUIT INTERRUPTER CEILING MOUNTED LOW-VOLTAGE OCCUPANCY SENSOR 100A ENCLOSED CIRCUIT BREAKER-SIZE AS INDICATED (100 AMP OS C WITH POWER PACK FOR EACH UNIT OR AS REQUIRED. CHECK METER EQUAL TO SQUARE-D PM8000 OR EQUAL, B 70A FRAME, 70 AMP TRIP, 3 POLE). HOA HAND-OFF-AUTOMATIC CM METER IS TO BE EPACT 2005 COMPLIANT. PROVIDE WIRING AS 1. THE ELECTRICAL CONTRACTOR SHALL INSPECT THE SITE PRIOR TO SUBMITTING DEVICE SHALL BE EQUAL TO WATTSTOPPER #DT-300. REFER REQUIRED FOR NETWORK CONNECTION TO N.P.S HIS BID AND SHALL INVESTIGATE ALL CONDITIONS UNDER WHICH THIS WORK HP HORSEPOWER TO WIRING DETAIL ON E-0.02. COMMUNICATIONS SYSTEM, COORDINATE REQUIREMENTS WILL BE PERFORMED. THIS SHALL INCLUDE DETERMINATION OF EXACT HVAC HEATING, VENTILATING & AIR CONDITIONING WITH N.P.S. I.T. LOCATIONS OF ITEMS INDICATED ON THE DRAWINGS AS EXISTING. SUCH LIGHTING CONTROL PANEL. SITE SYMBOLS EXISTING LOCATIONS ARE DIAGRAMMATIC AND SHALL NOT BE CONSTRUED AS IC INTERRUPTING CAPACITY LCP PANEL SHALL BE EQUAL TO WATTSTOPPER LMCP SERIES. EXACT ENOUGH TO USE FOR EQUIPMENT AND LABOR ESTIMATION PURPOSES. UTILITY POLE. INT INTERRUPTING FAILURE TO INSPECT EXISTING CONDITIONS OR TO FULLY UNDERSTAND THE PC LINE VOLTAGE PHOTO-ELECTRIC CELL COMPATIBLE WITH THE WORK REQUIRED SHALL NOT EXCUSE THE ELECTRICAL CONTRACTOR FROM HIS JB JUNCTION BOX LIGHTING CONTROL PANEL. SURFACE OR WALL MOUNTED. UE UNDERGROUND SYSTEM- "E"-POWER, "T"-TELEPHONE, "F"-FIRE OBLIGATION TO SUPPLY AND INSTALL THE WORK IN ACCORDANCE WITH THE ALARM, "TV"-CABLE TELEVISION. SPECIFICATION AND DRAWINGS AND UNDER ALL CONDITIONS AS THEY EXIST. KCMIL THOUSAND CIRCULAR MILS GROUND ROD. 2. THE SCOPE OF WORK INCLUDES DISCONNECTION AND REMOVAL OF ALL KVA KILOVOLT-AMPERE EXISTING ELECTRICAL EQUIPMENT, CONDUITS, WIRING, FIXTURES, DEVICES, ETC. IN THE WORK AREA INDICATED UNLESS OTHERWISE NOTED. KW KILOWATT 3. USE CAUTION TO AVOID DAMAGE TO EXISTING UTILITY LINES AND SERVICES LTG LIGHTING AND/OR HARM TO PERSONNEL ENGAGED IN WORKING IN ADJACENT AREAS THAT ARE TO REMAIN OCCUPIED. MCB MAIN CIRCUIT BREAKER 4. IN AREAS WHERE EXISTING ELECTRICAL EQUIPMENT IS TO REMAIN AND IF MC METAL CLAD EXISTING CIRCUIT AND SYSTEM WIRING IS PRESENTLY ROUTED OUTSIDE DESIGNATED AREAS WHERE EXISTING MATERIALS AND/OR EQUIPMENT ARE TO MI MINERAL-INSULATED BE REMOVED. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ELECTRICAL GENERAL NOTES ELECTRICAL LIGHTING FIXTURE NOTES RACEWAYS. BOXES AND NEW WIRING AS REQUIRED TO MAINTAIN EXISTING MISC MISCELLANEOUS CIRCUIT AND SYSTEM WIRING TO COMPONENTS WHICH ARE TO REMAIN. MCC MOTOR CONTROL CENTER 1. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL 14. ALL FEEDER CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER, 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES 5. EXISTING ABANDONED CONDUIT, OUTLETS AND BOXES MAY BE USED AT THE MLO MAIN LUGS ONLY PRE-EXISTING CONDITIONS AND WORK NECESSARY PRIOR TO SUBMISSION AWG SIZE AS NOTED, XHHW INSULATION, 600 VOLTS RATED, UNLESS COMPLETE WITH MOUNTING ACCESSORIES TO MEET JOB REQUIREMENTS. OPTION OF THE ELECTRICAL CONTRACTOR PROVIDING THAT THEY ARE OF BID PRICES. OTHERWISE NOTED. VOLTAGE DROP SHALL NOT EXCEED MAXIMUM LIMIT AS COMPATIBLE FOR USE WITH THIS PROJECT DESIGN, SPECIFICATIONS AND MEET MTD MOUNTED STATED IN APPLICABLE ENERGY CODE. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE MOUNTING AND THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND LOCAL 2. THE ELECTRICAL CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF WITH LOCATION AGAINST ARCHITECTURAL REFLECTED CEILING PLANS, ELEVATIONS 15. A GROUNDING CONDUCTOR SHALL BE INCLUDED IN EACH RACEWAY OR GOVERNING AUTHORITIES. MTG MOUNTING ALL CONTRACT DOCUMENTS, FOR ALL TRADES, MAKE ALL EQUIPMENT AND DETAIL DRAWINGS. EXACT LOCATION OF ALL FIXTURES SHALL BE CABLE, SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. CONNECTIONS AND COORDINATE WITH OTHER TRADES. CONFIRMED WITH THE ARCHITECT PRIOR TO ROUGHING IN. 6. EXISTING CONDUIT, WIRING, DEVICES AND OUTLET BOXES, UNLESS NOTED N NEUTRAL 16. ALL ELECTRICAL WORK SHALL BE CONCEALED WITHIN WALLS OR RUN ABOVE OTHERWISE, WHICH ARE CONCEALED IN EXISTING WALLS AND/OR CEILINGS 3. DRAWINGS ARE DIAGRAMMATIC ONLY. EXACT LOCATIONS, MOUNTING NC NORMALLY CLOSED THE HUNG CEILING WHERE POSSIBLE. 3. SERIES FIXTURES SHALL SATISFY LENGTHS AS SHOWN ON THE DRAWINGS. WHICH ARE TO BE REMOVED SHALL BE DE-ENERGIZED AND REMOVED BY THE HEIGHTS OF EQUIPMENT AND ROUTING OF RACEWAYS SHALL BE ELECTRICAL CONTRACTOR. THE ABOVE ITEMS, WHEN FOUND CONCEALED IN NO NORMALLY OPEN COORDINATED WITH THE EQUIPMENT REQUIREMENTS AND FIELD 17. BACK-TO-BACK RECEPTACLES, SWITCHES, TELEPHONE OUTLETS, ETC. 4. FIXTURE LETTERS SHOWN ONCE ON A CONTINUOUS ROW OF FIXTURES SHALL EXISTING WALLS AND CEILINGS WHICH ARE TO REMAIN, SHALL BE ABANDONED, CONDITIONS. WILL NOT BE ACCEPTABLE. BE TYPICAL FOR THAT ROW UNLESS OTHERWISE NOTED. WIRING REMOVED AND OUTLETS BLANKED BY THE ELECTRICAL CONTRACTOR. # NUMBER 4. THE ELECTRICAL CONTRACTORS' SCOPE OF WORK SHALL INCLUDE, BUT 18. WIRING SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR 5. ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, 7. EXISTING CONDUIT, WIRING, DEVICES AND OUTLET BOXES, UNLESS NOTED NTS NOT TO SCALE NOT BE LIMITED TO, ALL ELECTRICAL POWER AND CONTROL REQUIREMENTS SPECIAL CONDITIONS. INDEPENDENT OF HUNG CEILINGS. OTHERWISE, WHICH ARE SURFACE MOUNTED ON EXISTING WALLS AND/OR INDICATED. CEILINGS WHICH ARE BEING REMOVED SHALL BE DE-ENERGIZED BY THE P POLES 19. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS 6. MANUFACTURERS CATALOG NUMBERS ARE SHOWN FOR REFERENCE 5. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL INCI- ELECTRICAL CONTRACTOR AND REMOVED. THE ABOVE ITEMS WHEN FOUND INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. PURPOSES ONLY.THEY ARE MEANT TO PROVIDE A GENERAL DESCRIPTION OF PB PUSH BUTTON DENTAL ACCESSORIES NECESSARY TO MAKE THE ELECTRICAL WORK SURFACE MOUNTED ON EXISTING WALLS AND CEILINGS WHICH ARE TO REMAIN THE DESIGN AND QUALITY OF FIXTURES REQUIRED. EQUIVALENT PRODUCTS, BY COMPLETE AND READY FOR OPERATION. 20. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS OTHER MANUFACTURERS, WILL BE CONSIDERED. SHALL BE DE-ENERGIZED BY THE ELECTRICAL CONTRACTOR AND REMOVED. PH,Ø PHASE REQUIRED. 8. WHERE EXISTING DEVICE OUTLETS ARE INDICATED ON PLAN TO REMAIN, THE 6. BRANCH CIRCUITS MAY BE INSTALLED IN THE FOLLOWING RACEWAYS: 7. ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS UNLESS OTHERWISE PL PILOT LIGHT SPECIFIED. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ON THAT DEVICE ALL a. CONCEALED ABOVE HUNG CEILINGS AND IN WALLS SHALL BE IN 21. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, NECESSARY OUTLET BOX EXTENSIONS OF THE PROPER TYPE AND DEPTH AS PNL PANEL CONDUIT OR METAL CLAD CABLE (MC) WITH FULL SIZE INSULATED IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH 8. ALL FLUORESCENT LAMPS SHALL BE LOW MERCURY ENERGY SAVING TYPE. MAY BE REQUIRED TO ACCOMMODATE ANY NEW WALL FINISH, COVERING OR GREEN GROUND CONDUCTORS WHERE ALLOWED BY LOCAL CIRCUIT WIRING SYSTEM BE INSTALLED. MATERIAL. THIS WORK SHALL ALSO INCLUDE THE REINSTALLATION AND PLLBD PANELBOARD AUTHORITY HAVING JURISDICTION 9. ALL FLUORESCENT FIXTURES SHALL HAVE NEMA PREMIUM ENERGY SAVING RECONNECTION OF THE DEVICE AS MAY BE REQUIRED. b. EXPOSED IN NON-FINISHED ROOMS (I.E. STORAGE ROOMS, ELECTRIC ELECTRONIC BALLASTS- U.L. APPROVED AS A COMBINATION WITH ENERGY PVC POLYVINYL CHLORIDE 22. ALL 120V SINGLE PHASE CIRCUITS SHALL HAVE DEDICATED NEUTRALS. NO ROOMS, MECHANICAL ROOMS, ETC.): SHALL BE E.M.T. MINIMUM 3/4" C. SAVING LAMPS SUPPLIED. 9. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SHARED NEUTRALS SHALL BE ALLOWED EXCEPT FOR FURNITURE FEEDS. UNLESS SUBJECT TO INJURY, THEN RIGID STEEL. INTEGRITY AND CONDITION OF EXISTING FEEDERS AND BRANCH CIRCUITS RCPT RECEPTACLE 10. REFER TO LIGHTING FIXTURE SCHEDULE OR PROJECT ELECTRICAL 23. WHERE SINGLE POLE BREAKERS ARE SPECIFIED, OR REUSED, TO PROTECT WHICH ARE TO REMAIN IN SERVICE. ALL DAMAGED OR NONFUNCTIONAL WIRING c. FLEXIBLE METAL CONDUIT SHALL BE USED FOR ALL FINAL SPECIFICATIONS FOR FIXTURE DESIGNATIONS, SPECIFICATIONS, VOLTAGE AND SBE SECONDARY BUS ENCLOSURE MULTIWIRE BRANCH CIRCUITS SERVING SINGLE PHASE LOADS, PROVIDE SHALL BE REPLACED WITH NEW 98% CONDUCTIVITY, COPPER, SIZE TO MATCH CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT. LAMP REQUIREMENTS. IDENTIFIED HANDLE TIES PER NEC 240.15(B)(1). EXISTING OR MINIMUM #12 AWG SIZE, THWN/THHN INSULATION, 600 VOLT SWBD SWITCHBOARD 7. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH OSHA, THE 11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING RATED CONDUCTORS. NATIONAL ELECTRICAL CODE AND LOCAL GOVERNING AUTHORITIES. 24. MOUNTING HEIGHTS FOR ELECTRICAL EQUIPMENT UNLESS NOTED OR COMPATIBILITY BETWEEN ALL FLUORESCENT DIMMING BALLASTS, LED DRIVERS, SWGR SWITCHGEAR AND DIMMING SYSTEMS/SWITCHES INCLUDED IN THE PROJECT SCOPE. THE 10. THE ELECTRICAL CONTRACTOR SHALL RETURN ALL REMOVED, EXISTING AND 8. ALL ELECTRICAL RACEWAYS SHALL BE SUPPORTED FROM THE BUILDING DETAILED OTHERWISE ON THE ELECTRICAL DRAWINGS OR ARCHITECTURAL LIGHTING SUBMITTAL PACKAGE SHALL INCLUDE ALL STANDALONE DIMMING REUSABLE EQUIPMENT TO THE OWNER, ALL OTHER MATERIALS SHALL BE TS THERMAL SWITCH STRUCTURE. TRAY, J-HOOKS, TIE WIRES, OR SIMILAR SUPPORT MEANS TO DRAWINGS. NOTES OR DETAILS ON THE ARCHITECTURAL DRAWINGS SWITCH AND/OR CENTRAL DIMMING SYSTEM PRODUCT DATA AND A WRITTEN DISPOSED OF IN AN ACCEPTABLE MANNER AS DIRECTED IN THE FIELD BY THE STRUCTURE MAY BE USED FOR MC CABLE SUPPORT WHERE ALLOWED BY PERTAINING TO MOUNTING HEIGHTS OR LOCATIONS OF ELECTRICAL TYP TYPICAL STATEMENT THAT ALL COMPONENTS HAVE BEEN CERTIFIED AS COMPATIBLE BY GENERAL CONTRACTOR. CODE AND LISTED FOR THAT PURPOSE. EQUIPMENT SHALL SUPERSEDE THOSE NOTED OR DETAILED ON THE ELECTRICAL DRAWINGS. IF THE MOUNTING HEIGHT OF ANY ELECTRICAL THE MANUFACTURERS OF THE INTERCONNECTED COMPONENTS. 11. ALL EXISTING ELECTRICAL EQUIPMENT NOTED WITH A SUBSCRIPT "XM" SHALL BE VFD VARIABLE FREQUENCY DRIVE 9. WIRE AND CONDUIT SIZE INDICATED ON HOMERUNS SHALL BE COMPONENT IS QUESTIONABLE, OBTAIN A CLARIFICATION FROM THE 12. WHERE PROVIDED, EMERGENCEY BALLASTS SHALL BE HIGH LUMEN, PROPERLY PROTECTED AGAINST DAMAGE DURING THE PERIOD OF THIS CONTINUOUS THROUGHOUT THE CIRCUIT. WP WEATHER PROOF ARCHITECT BEFORE INSTALLATION. ALL MOUNTING HEIGHTS SHALL COMPLY SPECIFICATION GRADE. RENOVATION. WITH THE FEDERAL ADA (AMERICANS WITH DISABILITIES ACT) AND THE LOCAL 10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE HVAC AND XFMR TRANSFORMER JURISDICTION: ARCHITECTURAL BARRIERS BOARD FOR (BUILDINGS, 12. REFER TO HVAC AND PLUMBING CONTRACT DRAWINGS AND SPECIFICATIONS PLUMBING CONTRACTORS AND MANUFACTURERS SHOP DRAWINGS FOR FACILITIES, ETC. FOR THE VISUALLY AND PHYSICALLY DISABLED). FOR EXACT QUANTITIES AND LOCATIONS OF ALL MECHANICAL AND PLUMBING XP EXPLOSION-PROOF THE EXACT LOCATIONS AND ROUGHING IN DIMENSIONS OF ALL C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt EQUIPMENT BEING ABANDONED OR REMOVED, WHICH WILL REQUIRE EQUIPMENT AND SHALL MAKE ALL FINAL POWER CONNECTIONS AS 25. REFLECTED CEILING PLANS FOR ANY AND ALL AREAS PREPARED BY THE DE-ENERGIZATION BY THE ELECTRICAL CONTRACTOR. REQUIRED. I.E. POWER, CONTROLS, INTERLOCKS, ETC. ARCHITECT SHOWING THE LOCATION OF LIGHTING FIXTURES SHALL TAKE PRECEDENCE OVER THE LOCATIONS OF SAME SHOWN ON THE LIGHTING 11. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PLANS OF THIS CONTRACT SET OF ELECTRICAL DRAWINGS. INSTALL THE REQUIRED STARTERS AND DISCONNECTS WHICH ARE NOT FURNISHED LIGHTING FIXTURES IN ANY GIVEN AREA TO AGREE WITH THE ARCHITECT'S BY THE HVAC OR PLUMBING CONTRACTOR. REFLECTED CEILING PLANS. WHERE QUANTITIES OF LIGHT FIXTURES SHOWN ON THE ARCHITECTURAL DRAWINGS DEVIATE FROM THOSE SHOWN ON 12. THE ELECTRICAL CONTRACTOR SHALL USE CAUTION TO AVOID DAMAGE DESIGNED: TO EXISTING UTILITY LINES AND/OR HARM TO PERSONNEL ENGAGED ELECTRICAL DRAWINGS, THE CONTRACTOR SHALL NOTIFY ARCHITECT. SUB SHEET NO. TITLE OF DRAWING IN WORKING IN THESE AREAS. DMK 850 13. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE 98% CONDUCTIVITY, ELECTRICAL COPPER, MINIMUM #12 AWG SIZE, THWN/THHN WITH DUAL RATED 140341 75/90°C INSULATION, 600 VOLTS RATED, UNLESS OTHERWISE WPC NOTED. 120 VOLT 20 AMP BRANCH CIRCUITS OF MORE THAN 75 FEET LEGEND & GENERAL NOTES PMIS/PKG AND 277 VOLT 20 AMP BRANCH CIRCUITS OF MORE THAN 150 FEET TECH. 214371 FROM CENTER OF LOAD TO PANEL SHALL BE #10 AWG. VOLTAGE DROP SHALL BDS E-0.01 SHEET NOT EXCEED MAXIMUM LIMIT AS STATED IN APPLICABLE ENERGY CODE. Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 44OF 61
2/23/2018 4:55:49 PM 4:55:49 2/23/2018 100% Draft Schematic Design SELF DRILL ANCHOR 3/8" 3 POINT GROUND SYSTEM L HHCS 3/8-16 X 1 3-5/8" X 8'-0" LONG COPPER CLAD GROUND ROD SPACED 10'-15' APART, MINIMUM 30" BELOW GRADE. o WASHER Neutral Wht BZ-150 Red a G G CHANNEL UNISTRUT CORP (a) d 4/0 TYP. FOR 3-POINT SERVICE MAIN DISCONNECT G GROUND SYSTEM Hot 120VAC Blk Red a 277VAC MANUAL ON WASHER
3/#18 HHCS 3/8-16 X 1 RED PVC SLEEVE BLK
(TYPICAL) IN Orange Brown Red Black Blue Grey DCC2 EXTERIOR WALL N WHT TO BUILDING STEEL SWITCH G YEL 3/#18 3/8" GROUND BAR a CAT. 1872-1A STANDOFF INSULATOR Cap GLASTIC CORP NOTE 4 NOTE 3 Control Output WASHER 3/8"D X 8"H X 2'-0"L Cap COPPER GROUND BAR (CGB) DT-300 P1008 NUT 3/8-16 UNISTRUT CORP FURNISHED & INSTALLED Common 3-Wire BY E.C. 24VDC Sensor +24VDC
Control Output MOUNTING METHOD FOR GROUND BAR DT-300 SCALE: NOT TO SCALE Common 3-Wire 24VDC 1/4 x 20 THREAD Sensor DRILLED & TAPPED +24VDC HOLE FOR 3/8" BOLT. (TYPICAL FOR 16) NOTES: 1. ALL WIRE SHALL BE BARE #8 COPPER, UNLESS NOTED OTHERWISE. SENSORS AS SHOWN 3/8" THICK 2. ALL CONNECTIONS BELOW GRADE SHALL BE CADWELD. ON PLAN 1" 3. GROUNDING FOR TELEPHONE SYSTEM, COORDINATE CONNECTION AND REQUIREMENTS WITH TELEPHONE UTILITY COMPANY AND N.P.S. I.T. 1" 3" 4. PROVIDE CONNECTIONS AS REQUIRED FOR LIGHTNING PROTECTION SYSTEM. REFER TO SPECIFICATION SYSTEM FOR HOLE FOR 3/4" MOUNTING REQUIREMENTS. STUD. (TYPICAL FOR 2) 2"1" 2" 2" 2"2" 2" 2" 2" 2" 2"2"
2'-0" COPPER GROUND BAR SCALE: NOT TO SCALE
CEILING MOUNTED VACANCY SENSOR W/ GROUND BAR MOUNTING DETAILS SCALE: NOT TO SCALE 1 GROUNDING DIAGRAM SCALE: NOT TO SCALE2 SCALE: NOT TO SCALE 3 MANUAL OVERRIDE WIRING DIAGRAM
CM 100A 100A TO UTILITY POLE, PP21 LCP1 REFER TO SITE M WP PLAN WP 100A TVSS
14 OUTDOOR CONTROL ROOM
NEW WIRE IN EXISTING CONDUIT, TYPICAL FOR UNDERGROUND ELECTRICAL NEW WORK ONE-LINE RISER DIAGRAM N.T.S.
XX 100A 100A X 100A 100A PP21 LCP1 X X TO UTILITY POLE M X X X C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt X WP WP WP 100A 100A
X
OUTDOOR CONTROL ROOM DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 UNDERGROUND CONDUIT TO DMK ELECTRICAL DETAILS & REMAIN FOR RE-USE 140341 ELECTRICAL DEMOLITION ONE-LINE RISER DIAGRAM WPC ONE-LINE PMIS/PKG N.T.S. TECH. 214371 BDS E-0.02 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 45OF 61
2/23/2018 4:55:50 PM 4:55:50 2/23/2018 100% Draft Schematic Design LIGHTING CONTROL PANEL MECHANICAL EQUIPMENT SCHEDULE EQUIP. CKT. CONNECTION EQUIPMENT CHARACTERISTICS VOLTS PH. PANEL FEEDER REMARKS SCHEDULE: LCP1 TAG BRK. S VFD WP
AC AIR CONDITIONING 208 1 (PP21-1,3) - 3#12, 1#12G., 3/4"C. X X FED VIA ACCU-1, BELOW ZONE # RELAY # DESCRIPTION CIRCUIT 1 UNIT 95 WATTS
a 1 LOWER STAIR & OBSERVATION DECK #1 LIGHTS PP21-15 ACCU AIR COOLED 208 1 PP21-1,3 25A-2P 2#10, 1#10G., 3/4"C. X X X 1 CONDENSING UNIT 48 WATTS b 2 UPPER STAIR & OBSERVATION DECK #2 LIGHTS PP21-14
FTR c 3 MONUMENT LIGHTS PP21-17 FIN TUBE RADIATION 208 1 20A-2P 2#10, 1#10G., 3/4"C. X X 1 4KW PP21-2,4 c 4 MONUMENT LIGHTS PP21-18 MECHANICAL EQUIPMENT SCHEDULE NOTES: c 5 MONUMENT LIGHTS PP21-19 1. STARTERS (FVNR, VFD, RVNR, ETC.) SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTORS AND WIRED BY ELECTRICAL CONTRACTOR. FOR EXACT LOCATIONS REFER TO MECHANICAL DRAWINGS. ALL DISCONNECTS PROVIDED BY E.C. c 6 MONUMENT LIGHTS PP21-20 2. E.C. SHALL COORDINATE FUSE SIZE AND OVERCURRENT PROTECTION FOR ALL MECHANICAL EQUIPMENT W/MANUFACTURER'S RECOMMENDATION. c 7 MONUMENT LIGHTS PP21-21
c 8 MONUMENT LIGHTS PP21-22 c 9 MONUMENT LIGHTS PP21-23 FEEDER SIZE SCHEDULE (COPPER CONDUCTORS) c 10 MONUMENT LIGHTS PP21-24 FEEDER CONDUCTORS (3 PHASE, CONDUIT CONDUCTORS (3 PHASE, CONDUIT NOMINAL c 11 MONUMENT LIGHTS PP21-25 SYMBOL 3 WIRE) WITH GROUND SIZE 4 WIRE) WITH GROUND SIZE AMPERE RATING 13 3#3/0 & 1#6G. 2" c 12 MONUMENT LIGHTS PP21-26 200 14 4#3/0 & 1#6G. 2" c 13 MONUMENT LIGHTS PP21-27
c 14 MONUMENT LIGHTS PP21-28
c 15 MONUMENT LIGHTS PP21-29
c 16 MONUMENT LIGHTS PP21-30 LIGHTING FIXTURE SCHEDULE c 17 MONUMENT LIGHTS PP21-31 TYPE MTG DESCRIPTION MANUF. CATALOG NO. LAMPS VOLT REMARKS c 18 MONUMENT LIGHTS PP21-32 NUM. TYPE 19 SPARE SURFACE/ LED A EXTERIOR LED WALL SCONCE ILP WPSP-30WLED-UNIV-4000K 1 120 WALL 28W 20 SPARE 1X4 SURFACE MOUNTED LED LED B SURFACE LITHONIA STL4-40L-EZ1-LP835 1 120 21 SPARE FIXTURE 35W 1X4 SURFACE MOUNTED LED LED PROVIDE 700 LUMEN EMERGENCY BATTERY BE SURFACE LITHONIA STL4-40L-EZ1-LP835-EL7L 1 120 22 SPARE FIXTURE 35W BALLAST THERMOPLASTIC LED EXIT LIGHT PROVIDE WITH NUMBER OF FACES AND 23 SPARE UNIVERSAL LITHONIA LQM-S-W-3-R-120/277-ELN-SD -LED 120 FIXTURE, WHITE WITH RED LETTERS CHEVRONS AS INDICATED ON PLANS. 24 SPARE THERMOPLASTIC LED EXIT LIGHT PROVIDE WITH NUMBER OF FACES AND WP UNIVERSAL LITHONIA LV-S-W-*-R-120/277-ELN-UM-CW-SD -LED 120 FIXTURE CHEVRONS AS INDICATED ON PLANS. LCP SCHEDULE NOTES: 1. PROVIDE WITH EXTERIOR PHOTOCELL. INSTALL PHOTOCELL AT LOCATION AS RECOMMENDED BY THE LIGHTING FIXTURE SCHEDULE NOTES: MANUFACTURER FOR PROPER SYSTEM OPERATION. 1. FINISHES TBD BY ARCHITECT. 2. PROVIDE PANEL WITH COMMUNICATIONS FOR REMOTE NETWORK MONITORING, COORDINATE WITH N.P.S. 2. COORDINATE ALL CEILING TYPES AND REQUIRED MOUNTING HARDWARE AND VERIFY RECESSED DEPTHS AND MOUNTING HEIGHTS WITH ARCHITECT. FIXTURES ARE I.T. TO BE FULLY COMPATIBLE WITH CEILING TYPE.
PANELBOARD: PP21 VOLTS: 120/208 PHASE: 3 WIRE: 4 MOUNTING: S AIC: 10K
MAINS: 125A MLO/MAIN BREAKER: 100A MCB 200% NEUTRALS: NO ISOLATED GROUND: NO FEED THRU LUGS: NO LOAD - LOAD - CIRCUIT CIRCUIT KVA KVA POLE CIRCUIT DESCRIPTION BREAKER LTG RCPT HP MISC POLE CIRCUIT DESCRIPTION BREAKER LTG RCPT HP MISC 1 ACCU-1/AC-1 25A-2P 3.2 2 FTR-1 25A-2P 4.0 3 - - - 4 - - - 5 BELL CONTROLS 20A-2P 3.3 6 BELL CONTROLS 20A-2P 3.3 7 - - - 8 - - - 9 CARILLONEUR RM RECEPTS. 20A-1P 0.7 10 TEMP MONITOR RECEPT. 20A-1P 0.2 11 EXTERIOR RECEPTACLES 20A-1P 0.7 12 EXTERIOR RECEPTACLES 20A-1P 0.7 13 CARILLONEUR RM LIGHTS 20A-1P 0.7 14 UPPER STAIR LIGHTS 20A-1P 0.3 15 LOWER STAIR LIGHTS 20A-1P 0.5 16 MONUMENT LIGHTS 20A-1P - 17 MONUMENT LIGHTS 20A-1P - 18 MONUMENT LIGHTS 20A-1P - 19 MONUMENT LIGHTS 20A-1P - 20 MONUMENT LIGHTS 20A-1P - 21 MONUMENT LIGHTS 20A-1P - 24 MONUMENT LIGHTS 20A-1P - 23 MONUMENT LIGHTS 20A-1P - 24 MONUMENT LIGHTS 20A-1P - 25 MONUMENT LIGHTS 20A-1P - 26 MONUMENT LIGHTS 20A-1P - 27 MONUMENT LIGHTS 20A-1P - 28 MONUMENT LIGHTS 20A-1P - 29 MONUMENT LIGHTS 20A-1P - 30 MONUMENT LIGHTS 20A-1P - 31 MONUMENT LIGHTS 20A-1P - 32 SPARE 20A-1P 33 SPARE 20A-1P 34 SPARE 20A-1P 35 SPARE 20A-1P 36 SPARE 20A-1P 37 CHECK METER 20A-3P - 38 SPARE 20A-1P 39 - - 40 SPARE 20A-1P 41 - - 42 SPARE 20A-1P SUBTOTAL CONN. 2.6 3.3 SUBTOTAL CONN. 1.2 7.3
5.9 8.5 HIGHEST UTILITY DEMAND LOAD OF 6.41 KW X 1.25 = 8.0 KW, ADDED TO TOTAL. TOTAL KVA = 22.4 DIVIDED BY: 0.36 AMPS: 62.2 X 1.25 = 77.8 A
PANEL SCHEDULE NOTES: C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt 1. PROVIDE PANEL WITH BUILT IN TVSS. 2. MAIN BREAKER TO BE INSTALLED ON THE BOTTOM OF THE PANEL.
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 Designer ELECTRICAL SCHEDULES 140341 Author PMIS/PKG TECH. 214371 Checker E-0.03 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 46OF 61
2/23/2018 4:55:50 PM 4:55:50 2/23/2018 100% Draft Schematic Design 1 1
NOTE 1 2 2
A GB
WP a
NOTE 3, TYPICAL
WP a WP 3 LVS 3
NOTE 2 A
4 4
A B C D A B C D
1 LEVEL 0 PLAZA PLAN - 0'-0" 2 ELECTRICAL LIGHTING LEVEL 1 PLAN - 2'-6" E-1.00 SCALE: 1/4" = 1'-0" E-1.00 SCALE: 1/4" = 1'-0"
SHEET NOTES
1. PROVIDE NEW NEMA 3R PULLBOX FOR COMMUNICATIONS WIRING. MATCH EXISTING SIZE. INSTALL 12" ABOVE GRADE, MIN. CONDTUI FOR COMMUNICATIONS WIRING IS TO REMAIN.
2. PROVIDE NEW NEMA 3R PULLBOX FOR POWER FEEDER. MATCH EXISTING SIZE. INSTALL 12" ABOVE GRADE,MIN.
3. WIRE FIXTURES ON SWITCH "a" VIA 550W INVERTER, TYPICAL. C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING AND 140341 DMK POWER LEVEL 0 & 1 PMIS/PKG TECH. 214371 BDS E-1.00 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 47OF 61
2/23/2018 4:55:51 PM 4:55:51 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 2 PLAN - 5'-6 3/8" 2 ELECTRICAL LIGHTING LEVEL 3 PLAN - 8'-6 5/8" E-1.01 SCALE: 1/4" = 1'-0" E-1.01 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 2 & 3 PMIS/PKG TECH. 214371 BDS E-1.01 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 48OF 61
2/23/2018 4:55:52 PM 4:55:52 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 4 PLAN - 11'-7" 2 ELECTRICAL LIGHTING LEVEL 5 PLAN - 14'-7 1/4" E-1.02 SCALE: 1/4" = 1'-0" E-1.02 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 4 & 5 PMIS/PKG TECH. 214371 BDS E-1.02 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 49OF 61
2/23/2018 4:55:52 PM 4:55:52 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D 2 ELECTRICAL LIGHITNG LEVEL 7 PLAN - 20'-7 7/8" E-1.03 SCALE: 1/4" = 1'-0" 1 ELECTRICAL LIGHTING LEVEL 6 PLAN - 17'-7 5/8" E-1.03 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 DMK LEVEL 6 & 7 PMIS/PKG TECH. 214371 BDS E-1.03 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 50OF 61
2/23/2018 4:55:53 PM 4:55:53 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 8 PLAN - 23'- 8 1/4" 2 ELECTRICAL LIGHTING LEVEL 9 PLAN - 26'-8 5/8" E-1.04 SCALE: 1/4" = 1'-0" E-1.04 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 8 & 9 PMIS/PKG TECH. 214371 BDS E-1.04 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 51OF 61
2/23/2018 4:55:54 PM 4:55:54 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 10 PLAN - 29'-8 7/8" 2 ELECTRICAL LIGHTING LEVEL 11 PLAN 32'-9 1/4" E-1.05 SCALE: 1/4" = 1'-0" E-1.05 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 10 & 11 PMIS/PKG TECH. 214371 BDS E-1.05 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 52OF 61
2/23/2018 4:55:54 PM 4:55:54 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 12 PLAN - 35'-9 1/2" 2 ELECTRICAL LIGHTING LEVEL 13 PLAN - 38'-9 7/8" E-1.06 SCALE: 1/4" = 1'-0" E-1.06 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 12 & 13 PMIS/PKG TECH. 214371 BDS E-1.06 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 53OF 61
2/23/2018 4:55:55 PM 4:55:55 2/23/2018 100% Draft Schematic Design 1 1
2 2
A a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 14 PLAN - 41'-10 1/4" 2 ELECTRICAL LIGHTING LEVEL 15 PLAN - 44'-10 1/2" E-1.07 SCALE: 1/4" = 1'-0" E-1.07 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 14 & 15 PMIS/PKG TECH. 214371 BDS E-1.07 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 54OF 61
2/23/2018 4:55:55 PM 4:55:55 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 16 PLAN - 47'-10 7/8" 2 ELECTRICAL LIGHTING LEVEL 17 PLAN - 50'-11 1/8" E-1.08 SCALE: 1/4" = 1'-0" E-1.08 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING 140341 WPC LEVEL 16 & 17 PMIS/PKG TECH. 214371 BDS E-1.08 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 55OF 61
2/23/2018 4:55:56 PM 4:55:56 2/23/2018 100% Draft Schematic Design 1 1
2 2
A
a
3 3
4 4
A B C D A B C D
1 ELECTRICAL LIGHTING LEVEL 18 PLAN - 53'-11 1/2" 2 ELECTRICAL LIGHTING LEVEL 19 PLAN - 56'-11 3/4" E-1.09 SCALE: 1/4" = 1'-0" E-1.09 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING AND 140341 WPC POWER LEVEL 18 & 19 PMIS/PKG TECH. 214371 BDS E-1.09 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 56OF 61
2/23/2018 4:55:56 PM 4:55:56 2/23/2018 100% Draft Schematic Design 1 1
WP
A a A a WP WP LV 2 2 a S WP
A AA
a a a
3 WP 3
A a A a WP WP
A b WP b WP S LV A b 4 4
A B C D A B C D
1 ELECTRICAL LIGHTING OBSERVATION DECK 1 PLAN - 60'-0 1/8" 2 OBSERVATION DECK 1.1 BELL CHAMBER PLAN E-1.10 SCALE: 1/4" = 1'-0" E-1.10 SCALE: 1/4" = 1'-0" C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING AND 140341 WPC POWER OBSERV. DECK 1 & PMIS/PKG TECH. 214371 BDS E-1.10 1.1 PLAN SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 57OF 61
2/23/2018 4:55:57 PM 4:55:57 2/23/2018 100% Draft Schematic Design 1 1
A b A b NOTE 2 WP 2 INV 550 2 A AC B 1 350 INV LCP OS b
B BE A OS SMC
J BELL SYSTEM, LV b FTR PP21 S NOTE 1 b 1 LV ACCU S c WP 3 WP 3 1 A b NOTE 4 A b
WP
A b 4 A b 4 NOTE 3, TYPICAL A B C D A B C D
1 OBSERVATION DECK 1.2 BELL CHAMBER PLAN 2 OBSERVATION DECK 2 PLAN E-1.11 SCALE: 1/4" = 1'-0" E-1.11 SCALE: 1/4" = 1'-0"
SHEET NOTES
1. BELL SYSTEM HOMERUN TO BE (2) 20A, 208V HOMERUNS. PROVIDE (2) 20A-2P BREAKERS AS REQUIRED.
2. PROVIDE FLOOR MOUNTED INVERTERS AS INDICATED. INSTALLTHE 350W UNIT UNDER THE LCP. THE FRONT OF THE INVERTER AND LCP ARE TO BE INSTALLED SO THEY ARE EVEN IN ORDER TO SATISFY WORKING CLEARANCE REQUIREMENTS. FUR OUT LCP AS REQUIRED.
3. WIRE FIXTURES ON SWITCH "b" VIA 350W INVERTER, TYPICAL.
4. SWITCH FOR MONUMENT LIGHTS, LABEL AS SUCH. C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING AND 140341 WPC POWER OBSERV. DECK 1.2 PMIS/PKG TECH. 214371 BDS E-1.11 & 2 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 58OF 61
2/23/2018 4:55:58 PM 4:55:58 2/23/2018 100% Draft Schematic Design 1 1
X
X
X SWP 2 SWP 2 X
X
3 3
WP X X
X
4 4
A B C D A B C D
1 LEVEL 0 PLAZA DEMOLITION PLAN 2 OBSERVATION DECK 1.1 AND 1.2 BELL DEMOLITION PLAN ED-1.00 SCALE: 1/4" = 1'-0" ED-1.00 SCALE: 1/4" = 1'-0"
NOTE 2, TYPICAL 1
NOTE 4 NOTE 3, TYPICAL
X X
2 SHEET NOTES X AC J X X - WP 1. REMOVE PANELS, CONTACTOR, RECEPTACLE, ENCLOSED BREAKER AND TIMECLOCK AT LOCATION INDICATED.
X 2. MONUMENT LIGHTING IS EXISTING TO REMAIN. X S 3. REMOVE PLATFORM, STAIR LIGHTS, AND ASSOCIATED X S SWITCHES AS INDICATED. ALL CONDUIT AND WIRING TO BE FTR X REMOVED TO SOURCE. X - X 4. REMOVE RECEPTACLE FOR AC UNIT. CONDUIT AND WIRING TO 3 BE REMOVED TO SOURCE.
NOTE 2 NOTE 1 X X
X K S WP
\\fs3\g_drive\Projects\2017-Atl-Bos-DC-Rep\M1249-008.01\Drawings\Revit\Elec\M1249-008.01-NPS_Carillon-ElecDMK.rvt X WP 4
DESIGNED: SUB SHEET NO. TITLE OF DRAWING A B C D 850 DMK ELECTRICAL LIGHTING AND 140341 3 OBSERVATION DECK 2 DEMOLITION PLAN WPC POWER DEMOLITION PLAN PMIS/PKG ED-1.00 SCALE: 1/4" = 1'-0" TECH. 214371 BDS ED-1.00 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 60OF 61
2/26/2018 4:18:08 PM 4:18:08 2/26/2018 100% Draft Schematic Design 1 1
NOTE 2 2 2 X X NOTE 5 WP WP
NOTE 4
X X
NOTE 1 NOTE 3 X 3 S 3
NOTE 6
4 4
A B C D A B C D
2 LEVEL 0-19 DEMOLITION PLAN 1 OBSERVATION DECK 2 ROOF DEMOLITION PLAN ED-1.01 SCALE: 1/4" = 1'-0" ED-1.01 SCALE: 1/4" = 1'-0"
SHEET NOTES
1. REMOVE SWITCH AND RECEPTACLE AT LEVEL 0.
2. REMOVE STAIR LIGHT FIXTURES INSTALLED FROM LEVEL 0 THRU 19, (10) FIXTURES TOTAL. REMOVE CONDUIT AND WIRING BACK TO THE SOURCE.
3. FOR CONDUIT TO REMAIN, REPLACE ALL CONDUIT SUPPORT CLIP BOLTS, TYPICAL.
4. REMOVE AVIATION LIGHTING CONTROLLER AND JUNCTION BOX. REMOVE CONDUIT AND WIRING BACK TO THE SOURCE.
5. REMOVE COMMUNICATIONS AND POWER PULLBOXES AT LEVEL 0, REFER TO NEW WORK PLANS FOR REPLACEMENT.
6. MONUMENT LIGHT FIXTURES AND ASSOCIATE CONDUIT ON ROOF ARE TO BE REMOVED AND RE-INSTALLED TO ACCOMMODATE ROOF PANEL REPLACEMENT. COORDINATE ALL WORK WITH ARCHITECT AND G.C. \\fs3\g_drive\Projects\2017-Atl-Bos-DC-Rep\M1249-008.01\Drawings\Revit\Elec\M1249-008.01-NPS_Carillon-ElecDMK.rvt
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL LIGHTING AND 140341 WPC POWER DEMOLITION PLAN PMIS/PKG TECH. 214371 BDS ED-1.01 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 61OF 61
2/26/2018 4:18:08 PM 4:18:08 2/26/2018 100% Draft Schematic Design APPROXIMATE PERIMETER FOR GROUND LOOP AROUND MONUMENT FOR LIGHTNING PROTECTION SYSTEM, REFER TO SPECIFICATIONS FOR REQUIREMENTS. COORDINATE ACTUAL REQUIRED LOCATION
AND TRENCH WORK WITH G.C. AND ARCHITECT.
L
L
A
H
. S
R ESITMATED ROUTE OF UNDERGROUND POWER FEEDER
R D AND COMMUNICATIONS CONDUITS, FIELD VERIFY AND
A DOCUMENT PRIOR TO CONSTRUCTION.
M
. N
APPROXIMATE LOCATION OF EXISTING POLE, METER, AND DISCONNECT SWITCH.
1 ELECTRICAL SITE PLAN C:\Users\William_Connors\Documents\M1249-008.01-NPS_Carillon-Elec_William_Connors.rvt ES-1.00 SCALE: 1" = 20'-0"
DESIGNED: SUB SHEET NO. TITLE OF DRAWING 850 DMK ELECTRICAL SITE PLAN 140341 WPC PMIS/PKG TECH. 214371 BDS ES-1.00 SHEET Netherlands Carillon DATE: NPS GWMP 214371 02/28/2018 59OF 61
2/23/2018 4:56:00 PM 4:56:00 2/23/2018 100% Draft Schematic Design