toilet building #4 renovations
TRANSCRIPT
COVER SHEET & NOTES
CIVIL
C1.01 SITE PLANS AND DETAILS
STRUCTURAL
S1.01 FOUNDATION AND FRAMING PLANS
S2.01 STRUCTURAL DETAILS
ARCHITECTURAL
A0.01 LEGEND, ABBREVIATIONS AND SCHEDULES
A0.02 TOILET FIXTURE AND ACCESSORY SCHEDULES
A1.01 PLANS
A2.01 EXTERIOR ELEVATIONS
A3.01 BUILDING SECTIONS
A4.01 WALL SECTIONS
A5.01 DETAILS
A5.02 DETAILS
A6.01 INTERIOR ELEVATIONS
MECHANICAL, ELECTRICAL & PLUMBING
M1.01 MECHANICAL, ELECTRICAL AND PLUMBING PLANS
PROJECT #: CAP 2014
STATE OF NEW HAMPSHIREDEPARTMENT OF NATURAL AND CULTURAL RESOURCES
DRAWING LIST:
1. WORK SHALL BE PERFORMED ACCORDING TO ALL APPLICABLE FEDERAL, STATE AND LOCAL BUILDING CODES AND
OSHA REQUIREMENTS.
2. ALL CONTRACTORS AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE CONSTRUCTION
DOCUMENTS AND ANY EXISTING CONDITIONS. THIS IS TO PROVIDE AN OPPORTUNITY TO CLARIFY ANY QUESTIONS
PRIOR TO THE START OF CONSTRUCTION.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OWNER ACCESS TO THE SITE, AND ANY SPECIFIC
OWNER REQUIREMENTS AND PROCEDURES FOR ACCESSING THE SITE.
4. ALL DIMENSIONS ARE TO THE FACE OF MASONRY OR FACE OF STUD, UNLESS NOTED OTHERWISE.
5. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. ANY DISCREPANCY
BETWEEN ANTICIPATED AND ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
PRIOR TO PROCEEDING WITH THE WORK.
6. ALL EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING SERVICES IN AREAS WITHOUT CEILINGS SHALL BE
CAREFULLY COORDINATED AND INSTALLED TO PROVIDE A NEAT AND ORDERLY APPEARANCE. SERVICES SHALL BE
RUN IN STRAIGHT LINES PARALLEL AND PERPENDICULAR TO THE EXPOSED STRUCTURE. ALL SERVICES SHALL BE
RUN WITHIN OR BETWEEN EXPOSED STRUCTURE TO THE EXTENT POSSIBLE.
7. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES. THE
CONTRACTOR SHALL RECORD, IN RED, ON THE DRAWINGS ALL FIELD CHANGES MADE TO THE CONSTRUCTION SET.
THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT ONE SET OF AS-BUILT DRAWINGS AT THE END
OF THE PROJECT INDICATING ALL CHANGES MADE.
8. PATCH TO MATCH ALL EXISTING MATERIALS THAT ARE DAMAGED, DISTURBED OR OTHERWISE AFFECTED BY
REMOVAL OF EXISTING BUILDING ELEMENTS, RELOCATION OF EXISTING MATERIALS, OR CAUSED BY ANY PROCESS
OF THE NEW CONSTRUCTION UNDER THIS CONTRACT. FINISH TO MATCH ADJACENT SURFACES.
9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CUTTING AND PATCHING REQUIRED FOR
TRADES THAT ARE REQUIRED BY THE SCOPE OF WORK.
10. FURNISH AND INSTALL ALL TEMPORARY FENCING OR OTHER SAFETY FEATURES REQUIRED TO PROTECT THE
PUBLIC, EXISTING BUILDING AND NEW WORK.
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ARCHITECT:
SCOTT CORUTH
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
172 PEMBROKE ROAD
CONCORD, NH 03301
PROJECT TEAM:
DIVISION OF PARKS AND RECREATION
TOILET BUILDING #4 RENOVATIONS
PAWTUCKAWAY STATE PARKNOTTINGHAM, NEW HAMPSHIRE
CODE SUMMARY:
BUILDING CODE SUMMARY
1. CODE ANALYSIS BASED ON INTERNATIONAL BUILDING CODE 2015 EDITION AND NFPA 101 LIFE SAFETY CODE 2015 EDITION
2. PROJECT DESCRIPTION: ADDITIONS AND RENOVATIONS TO TOILET BUILDING #4. THE USE AND OCCUPANCY CLASSIFICATION OF THE EXISTING
STRUCTURE REMAINS UNCHANGED.
3. THE BUILDING IS NOT SPRINKLED
4. USE AND OCCUPANCY CLASSIFICATION: (B) BUSINESS (NOTE: ASSESSED AS NEAREST EQUIVALENT USE AND HAZARD PER AGREEMENT WITH STATE FIRE
MARSHALS OFFICE)
5. CONSTRUCTION TYPE: TYPE 5B
6. BUILDING HEIGHTS & AREAS:
TABULAR AREA & HEIGHT: 9,000 SF/STORY, 2-STORIES (40')
7. GENERAL BUILDING AREAS:
EXISTING: 448 GROSS SF
ADDITIONS: 315 GROSS SF
TOTAL - 763 GROSS SF
8. OCCUPANT LOAD: 763 SF @ 100 SF/PERSON = 8
DESIGN OCCUPANT LOAD BASED ON ACTUAL LOAD OF 12
9. FIRE EXTINGUISHERS AND CABINETS SHALL BE PROVIDED AS SHOWN AND IN ACCORDANCE WITH NFPA 10, STANDARD FOR PORTABLE FIRE
EXTINGUISHERS AND THE LOCAL FIRE DEPARTMENT. (SEE FLOOR PLANS FOR ADDITIONAL INFO.)
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ASPHALT SIDEWALK
STONE DRIP EDGE
LEDGEPACK SIDEWALK
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OAK OR MAPLE
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WATER SHUTOFF
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SEWER MANHOLE
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UTILITY POLE
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WHITE PINE
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BOULDER/ROCK OUTCROP
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%%ULEGEND
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OVERHEAD ELECTRIC LINE
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SEWER LINE
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WATER LINE
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ACCESS TO CAMP SITE #9
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RAMP
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RAMP
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PAVED WALK
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CAMP LOOP ROAD
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CAMP LOOP ROAD
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GRAVEL
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PARKING AREA
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TBM #2
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MAG IN BASE OF PINE
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ELEV. 105.75'
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TBM #1
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MAG IN BASE OF PINE
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ELEV. 101.61'
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PAVE. CUT
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LOCATION OF ALL UNDERGROUND UTILITIES
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SHOULD BE CONSIDERED VERY APPROXIMATE.
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DIGSAFE OR OTHER UNDERGROUND UTILITY CONTRACTOR
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SHOULD BE CONTACTED PRIOR TO ANY EXCAVATION ON SITE
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UNDERGROUND ELECTRIC LINE
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TO PARK ENTRANCE
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FFE=104.0'
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ELEC. METER
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SAWCUT EXIST. PAVEMENT
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DEMOLITION NOTES 1. REMOVE EXISTING SEPTIC TANKS COMPLETE. REMOVE EXISTING SEPTIC TANKS COMPLETE. 2. REMOVE EXISTING PUMP CHAMBER AND PUMPS. SALVAGE REMOVE EXISTING PUMP CHAMBER AND PUMPS. SALVAGE EXISTING PUMPS AND TURN OVER TO OWNER. 3. REMOVE EXISTING PAVED WALK. REMOVE EXISTING PAVED WALK. 4. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DEMOLITION. 5. REMOVE EXISTING TREEREMOVE EXISTING TREE
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E.O. GRAVEL
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CAMP LOOP ROAD
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CAMP LOOP ROAD
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GRAVEL
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PARKING AREA
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TBM #2
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MAG IN BASE OF PINE
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ELEV. 105.75'
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TBM #1
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MAG IN BASE OF PINE
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ELEV. 101.61'
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PAVE. CUT
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LOCATION OF ALL UNDERGROUND UTILITIES
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SHOULD BE CONSIDERED VERY APPROXIMATE.
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DIGSAFE OR OTHER UNDERGROUND UTILITY CONTRACTOR
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TO PARK ENTRANCE
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NEW E.O. GRAVEL
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E.O. GRAVEL
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NEW E.O. GRAVEL
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NEW E.O. GRAVEL
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KEY NOTES 1. 1000 GALLON PROPANE TANK ON COMPACTED GRAVEL 1000 GALLON PROPANE TANK ON COMPACTED GRAVEL PAD. GRADE AND LEVEL AS REQUIRED. COORDINATE WITH PROPANE COMPANY. 2. PRECAST PUMP STATION DUPLEX PUMP PACKAGE AS PRECAST PUMP STATION DUPLEX PUMP PACKAGE AS MANUFACTURED BY SHEA CONCRETE OR APPROVED EQUAL. 3. 2500 GALLON PRECAST SEPTIC TANK AS MANUFACTURED 2500 GALLON PRECAST SEPTIC TANK AS MANUFACTURED BY SHEA PRECAST OR APPROVED EQUAL. 4. CRUSHED STONE DRIP EDGE TYPICAL. SEE DETAIL. CRUSHED STONE DRIP EDGE TYPICAL. SEE DETAIL. 5. VERIFY LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. VERIFY LOCATION OF EXISTING ELECTRICAL MAIN IN FIELD. PROVIDE NEW 2" DIAMETER CONDUIT WHERE LINE RUNS UNDER NEW FOUNDATIONS AND RE-FEED MAIN. 6. ASPHALT PAVING SEE DETAIL ASPHALT PAVING SEE DETAIL 7. NEW LEDGEPACK PATH, MINIMUM 6'-0" WIDE WITH A NEW LEDGEPACK PATH, MINIMUM 6'-0" WIDE WITH A MAXIMUM SLOPE OF 1:20. 8. TIE NEW SEWER LINE TO EXISTING.TIE NEW SEWER LINE TO EXISTING.
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1" BITUMINOUS WEARING COURSE, " MAX. 38" MAX. AGGREGATE SIZE. (NHDOT TABLE 608-1 )
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1" BITUMINOUS BINDER COURSE, " MAX. 12" MAX. AGGREGATE SIZE. (NHDOT TABLE 608-1)
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6" COMPACTED CRUSHED GRAVEL BASE COURSE. (NHDOT ITEM 304.3)
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COMPACTED SUBGRADE
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COMPACTED SUBGRADE
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6" PREPARED LOAM WITH SEED (TOPSOIL TO HAVE MIN. 10% ORGANIC CONTENT)
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NON-WOVEN GEOTEXTILE SEPARATION FABRIC
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12" THICK CRUSHED STONE, " MAX. 34" MAX. AGGREGATE SIZE (NHDOT ITEM 304.5)
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3" LEDGEPACK WEARING SURFACE
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6" COMPACTED CRUSHED GRAVEL BASE COURSE. (NHDOT ITEM 304.3)
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COMPACTED SUBGRADE
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TYP. SURFACE PREPARATIONS
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ROOF EDGE
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1" = 20'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW 12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
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EXISTING SITE DEMOLITION PLAN
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SITE PLAN
FOUNDATION NOTES: ROOF FRAMING NOTES:
(@ ALL PLYWDEDGES)
15/32" PLYWOODTYPE: 1 1/2" 10d 6" 12" 1/2"Ø @ 32" O.C. 16d @ 4"
SHEATHING TYPE
(APA RATED)
MARK
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SILL PLATE TOEDGE NAIL
SPACING
MINIMUM NAIL
PENETRATION SIZE
NAIL
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FIELD NAIL
SPACING
CONC ANCHOR
TYPICAL SHEAR WALL SCHEDULE
(d)
(a) FASTENERS SHALL BE COMMON WIRE OR GALVANIZED BOX AT PLYWOOD SHEAR WALLS. SIMPSONS "WSNTL" WOODSCREWS MAY BE USED IN LIEU OF NAILS BY APPROVAL OF ENGINEER.
(b) FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR 2-2x OR WIDER, AND NAILS SHALL BE STAGGEREDWHERE NAILS ARE SPACED AT 2" O.C.
(c) ALL EDGES ARE BLOCKED AND EDGE NAILING IS PROVIDED AT ALL SUPPORTS AND PANEL EDGES.(d) APPROVED WOOD SCREWS MAY BE USED AS ALTERNATIVE TO 16d NAILS.
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4" CONCRETE SLAB-ON-GRADE W/SYNTHETIC FIBER ON VAPOR BARRIER OVER 8" COMPACTED CRUSHED STONE OVER COMPACTED STRUCTURAL FILL OR FIRM NATIVE SOIL. TOP OF SLAB ELEV = 103.0' (PITCH TO DRAINS)
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1. ALL DIMENSIONS & ELEVATIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ALL DIMENSIONS & ELEVATIONS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. BOTTOM OF FOOTING ELEVATION ARE BASED ON PROVIDED INFORMATION AND MUST BE COORDINATED BASED ON FINAL BOTTOM OF FOOTING ELEVATION ARE BASED ON PROVIDED INFORMATION AND MUST BE COORDINATED BASED ON FINAL GRADING & ACTUAL SITE CONDITIONS AND NOT LESS THAN 4'-6" BELOW FINISH GRADE FOR FROST PROTECTION OR ON SUITABLE MATERIAL WHICHEVER IS DEEPER. PROVIDE MIN. 8" OF CRUSHED STONE BELOW ALL FOOTINGS UNLESS MORE IS REQUIRED BY GEOTECHNICAL ENGINEER. 3. INDICATES HOLD DOWN AND HOLD DOWN POST TO BE PLACED AT ENDS OF THE SHEAR WALL WITH MINIMUM 3-2x STUDS WHEN NOT SPECIFIED. USE HDU5-SDS2.5 WHEN NOT SPECIFIED ON PLANS.
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HD POST
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1. ALL EXTERIOR WALLS TO BE 2x4 @ 16" OC. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE 2x4 @ 16" O.C. (ALL ALL EXTERIOR WALLS TO BE 2x4 @ 16" OC. ALL INTERIOR BEARING WALLS NOTED ON PLAN SHALL BE 2x4 @ 16" O.C. (ALL OTHER WALLS ARE NON-BEARING.) 2. PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS BETWEEN AT ALL PLYWOOD FOR ALL ROOF AREAS TO BE 19/32" SQUARE EDGE PLYWOOD WITH PANEL SHEATHING CLIPS BETWEEN AT ALL UNSUPPORTED PANEL EDGES. W/ 8d NAILS @ 6" O.C. (UNLESS OTHERWISE NOTED) 3. ALL HEADERS TO BE 2-2x8 WITH PLYWOOD FILLER U.O.N. ALL HEADERS TO BE 2-2x8 WITH PLYWOOD FILLER U.O.N. 4. ALL BEAM AND JOIST HANGERS, POST CAPS AND POST BASES MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. ALL BEAM AND JOIST HANGERS, POST CAPS AND POST BASES MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL. 5. NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE ARCHITECT. 6. ALL POSTS TO BE A MINIMUM OF 3-2x4, UNLESS OTHERWISE NOTED ON PLANS. POSTS SHALL BE BUILT-UP TO WIDTH OF ALL POSTS TO BE A MINIMUM OF 3-2x4, UNLESS OTHERWISE NOTED ON PLANS. POSTS SHALL BE BUILT-UP TO WIDTH OF SUPPORTED MEMBER MINIMUM. 7. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. 8. INDICATES WOOD STUD BEARING/SHEAR WALLS. ALL EXTERIOR WALLS ARE TYPE 1 SHEAR WALLS. INDICATES WOOD STUD BEARING/SHEAR WALLS. ALL EXTERIOR WALLS ARE TYPE 1 SHEAR WALLS.
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ROOF FRAMING PLAN
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4" CONCRETE SLAB-ON-GRADE W/SYNTHETIC FIBER ON VAPOR BARRIER OVER 8" COMPACTED CRUSHED STONE OVER COMPACTED STRUCTURAL FILL OR FIRM NATIVE SOIL. TOP OF SLAB ELEV = 102.0'
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4x12 TIMBER PARTITION SUPPORT BEAM
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4x12 TIMBER PARTITION SUPPORT BEAM
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CONC. CURB
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TOPPING SLAB
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CONC. CURB
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TOPPING SLAB
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S2.01
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14
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BUILT-UP POST
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BUILT-UP POST
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BUILT-UP POST (BOTH ENDS)
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BUILT-UP POST (BOTH ENDS)
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S2.01
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15
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12'-0"
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12'-0"
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3'-0"
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3'-0"
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CONC. PAD (2'-0"x5'-2"x4" THK)
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REINF. CONC. PAD (5'-0"x5'-8"x4" THK)
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BLK'G @ MID-POINT
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S2.01
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5
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S2.01
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4
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T.O. WALL = 103.0' (TYP)
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TYP.
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2x6 P.T. JOIST @ 16" O.C.
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2-2x6 P.T.
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2-2x6 P.T.
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2-2x6 P.T.
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2-2x6 P.T.
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EXIST PIERS TO REMAIN (TYP)
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T.O. WALL = 103.5'
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STEP T.O. WALL
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STEP T.O. WALL
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
S2.01
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2-#4 CONT.
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CONC. SLAB PER PLAN
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BEARING WALL PER PLAN
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2x4 P.T. SILL W/ " x12" LG 12" x12" LGANCHOR BOLTS @ 32" O.C.
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12" SONOTUBE
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MIN. 2-#4 BARS
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1'-0"
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1'-0"
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T.O. PIER
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SEE ARCH'L
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2-#3 TIES @ TOP
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4-#6 VERT. W/#3 TIES @ 8" O.C.
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4-#4 EA. WAY
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1
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2
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3
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3/4" = 1'-0"
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DETAIL
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8"
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8"
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8"
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8"
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8"
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8"
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2-#4 CONT. @ TOP
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#4 @ 16" O.C. HORIZ. (CENTERED)
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#4 @ 16" O.C. VERT.
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3-#4 CONT.
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2
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3/4" = 1'-0"
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DETAIL
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4'-6" MINIMUM
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4'-6" MINIMUM
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#4 DOWELS @ 12" O.C.
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8"
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8"
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EXTERIOR WALKWAY
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#4 CONT. @ TOP
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CONC. SLAB PER PLAN
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8"
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8"
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8"
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8"
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8"
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8"
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#4 @ 16" O.C. HORIZ. (CENTERED)
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#4 @ 16" O.C. VERT.
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3-#4 CONT.
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1
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3/4" = 1'-0"
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DETAIL
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4'-6" MINIMUM
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4'-6" MINIMUM
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EXTERIOR GRADE OR WALKWAY
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CONC. SLAB PER PLAN
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2-#4 CONT. @ TOP
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2-2x4 PLATE W/ " ANCHOR RODS 12" ANCHOR RODS@ 32" O.C. (BOT. PLATE TO BE P.T.)
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SIMPSONS "BPS" TYP @ ALL ANCHOR RODS
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6
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3/4" = 1'-0"
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DETAIL
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6"
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6"
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4
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3/4" = 1'-0"
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DETAIL
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SIMPSON "CPTZ" (SS OR HDG) W/TWO " AB (SS OR HDG)58" AB (SS OR HDG)
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POST AS OCCURS PER PLAN
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5
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3/4" = 1'-0"
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DETAIL
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CONC. SLAB/GRADE PER PLAN
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1'-0"
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1'-0"
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T.O. PIER
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SEE ARCH'L
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2-#3 TIES @ TOP
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4-#6 VERT. W/#3 TIES @ 8" O.C.
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3-#4 EA. WAY
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7
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3/4" = 1'-0"
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DETAIL
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6"
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6"
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CONC. SLAB/GRADE PER PLAN
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THICKEN PIER TO MATCH EDGE OF SLAB
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8
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3/4" = 1'-0"
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DETAIL
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SEE 1/S2.01 FOR INFORMATION NOT SHOWN
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2x10 CONT. P.T. LEDGER W/SIMPSON SDWS, 4" LG WD SCREWS (2 ROWS @ 12" O.C.)
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CONT. 2x6 P.T. W/SIMPSON SDWS, 4" LG WD SCREWS (2 ROWS @ 12" O.C.)
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2x6 PLANK FLOOR
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2x6 P.T. JOISTS @ 16" O.C.
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2x BLK'G @ FASTENERS
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WALL PLYWOOD & NAILING PER PLAN
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JOIST PER PLAN
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BEAM PER PLAN
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2x BLK'G @ 48" O.C.
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NAIL PLYWOOD TO BLK'G @ 4" O.C.
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9
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3/4" = 1'-0"
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DETAIL
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2x PLANK FLOORING
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HDR AS OCCURS
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PLYWOOD SHEATHING/NAILING & STUDS PER PLAN
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ROOF PLYWOOD & NAILING PER PLAN
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RAFTER PER PLAN
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2x BLK'G BETWEEN RAFTERS
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MATCH EXISTING PROFILE
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NOTE: ACTUAL SLOPE MAY VARY FROM WHAT IS SHOWN PICTORIALLY
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"H2.5A" OR "H1" PER RAFTER (ALT: SIMPSONS "SDWC 15600" SCREW)
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10
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3/4" = 1'-0"
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DETAIL
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ROOF PLYWOOD & NAILING PER PLAN
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RAFTER PER PLAN
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2x BLK'G BETWEEN RAFTERS
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MATCH EXISTING PROFILE
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NOTE: ACTUAL SLOPE MAY VARY FROM WHAT IS SHOWN PICTORIALLY
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SIMPSONS "SDWC 15600" SCREW
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11
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3/4" = 1'-0"
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DETAIL
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BM PER PLAN
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PER ARCH'L
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PER ARCH'L
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TIMBER FRAME
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BLK'G @ 48" O.C.
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ROOF RAFTER PER PLAN
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ROOF PLYWOOD & NAILING PER PLAN
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12
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3/4" = 1'-0"
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DETAIL
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"LRU" OR "LSSU" HGR U.O.N. @ RAFTERS MORE THAN 8'-0" SPAN (6-#12 WD SCREWS PER RAFTER @ RAFTERS LESS THAN 8'-0" SPAN)
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RAFTER PER PLAN
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ROOF PLYWOOD & NAILING PER PLAN
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RIDGE BM/BD PER PLAN
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"LSTA36" STRAP @ 48" O.C. MAX @ ROOF SLOPES 6:12 OR STEEPER
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NOTE: ACTUAL SLOPE MAY VARY FROM WHAT IS SHOWN PICTORIALLY
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13
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3/4" = 1'-0"
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DETAIL
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GRADE
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EXIST. SONOTUBE TO REMAIN
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EXIST. FRAMING TO REMAIN
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14
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3/4" = 1'-0"
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DETAIL
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CONC. SLAB ON GRADE
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TOPPING SLAB (PITCH TO DRAIN)
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CONC. CURB
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#3 @ 16" O.C. (MIN. 3 PER CURB)
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TOILET PARITITON
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PILASTER SLEEVE (CAP)
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PARTITION SUPPORT BEAM (SAND SMOOTH)
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12" THREADED ROD
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2" WASHER
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15
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1 1/2" = 1'-0"
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DETAIL
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2x6 P.T. JOISTS
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12" CARRIAGE BOLTS(4 PER POST)
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2x6 DECKING
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2x8 P.T. STRINGERS @ 16"± O.C.
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P.T. DECKING
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2x8 P.T. BULKHEAD BOARDS
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CONC. SLAB ON GRADE
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SIMPSON "CPTZ" (SS OR HDG) W/TWO " AB (SS OR HDG)58" AB (SS OR HDG)
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POST AS OCCURS PER PLAN
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SIMPSON "CPTZ" (SS OR HDG) W/TWO " AB (SS OR HDG)58" AB (SS OR HDG)
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POST AS OCCURS PER PLAN
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WALL AS OCCURS
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6"
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6"
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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3/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
INTERIOR ELEVATION
EXTERIOR ELEVATION
BUILDING SECTION
WALL SECTION
DETAILS
WINDOW & FRAME TYPE
DOOR NUMBER
ACCESSORY TYPE
REVISION NUMBER
INDICATES BARRIER FREE ACCESS.
ITEMS DESIGNATED MUST COMPLY
WITH LATEST LOCAL CODE EDITIONS
AND FEDERAL ACCESSIBILITY
LEGISLATION
DATUM/WORK POINT
INDICATES ALIGNMENT
ROOM TAG
PARTITION TYPE
SPRAYED-ON FIREPROOFING
WOOD BLOCKING
FINISH WOOD
RIGID INSULATION
GRAVEL
CONCRETE
LOAM
STEEL
CMU PARTITION
THERMAL OR ACOUSTIC
FIBERGLASS INSULATION
NEW WALL
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW DOOR & FRAME
EXISTING DOOR & FRAME
FRONT APPROACH,
PULL SIDE
COLUMN GRID INDICATOR
Room Name
& Number
DEMOLITION NOTE
FRONT APPROACH,
PUSH SIDE
HINGE APPROACH,
PULL SIDE
HINGE APPROACH,
PUSH SIDE
LATCH APPROACH,
PULL SIDE
LATCH APPROACH,
PULL SIDE
W/CLOSER
LATCH APPROACH,
PUSH SIDE
LATCH APPROACH,
PUSH SIDE
W/CLOSER
DOOR SCHEDULE
FINISH SCHEDULE
RESTROOM
WOMENB105
MENB106
SHOWER
·
·
TYPE A TYPE B TYPE 1
TYPE A - FIXED WOOD FRAME TYPE B - OPERABLE SKYLIGHT TYPE C - OPERABLE SKYLIGHT
TYPE LV-1
DOOR CLEARANCES
ABBREVIATIONS
GRAPHICS LEGEND
SYMBOLS LEGEND
PROGRESS PRINT
A0.01
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SCHEDULES
WINDOW TYPESLOUVER TYPES
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A6.01
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1
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2
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3
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3
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INTERIOR ELEVATION NUMBER
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SHEET WHERE SHOWN
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1
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A2.01
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SHEET WHERE SHOWN
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EXTERIOR ELEVATION NUMBER
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A2.03
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A
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SHEET WHERE SHOWN
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BUILDING SECTION NUMBER
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A3.01
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1
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SHEET WHERE SHOWN
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WALL SECTION NUMBER
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A3.03
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1
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SHEET WHERE SHOWN
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DETAIL NUMBER
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A
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1
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1
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1
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PARTITION INTERSECTION
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DOOR AS SCHEDULED
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4" TYPICAL @ STUD PARTITIONS 8" TYPICAL @ MASONRY PARTITIONS (UNLESS NOTED OTHERWISE OR AS REQUIRED TO MAINTAIN ACCESSIBLE CLEARANCES)
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18"
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18"
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1-100
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0 S.F.
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10'-0" x 12'-0"
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XX
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1-001
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TYP. CHANGE IN LEVEL
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VERTICAL
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SLOPING 1:2
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TYP. DOOR JAMB TO WALL DIMENSIONS
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60" MIN.
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60" MIN.
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36" MIN.
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36" MIN.
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1
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THE FOLLOWING TABLE OF ABBREVATIONS IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. IT IS NOT INTENDED TO SERVE AS A COMPLETE LIST OF ALL ABBREVIATIONS TO BE FOUND IN THE CONTRACT DOCUMENTS. SHOULD THE CONTRACTOR REQUIRE ANY CLARIFICATION OR INTERPRETATION HEREOF, HE SHALL PROMPTLY SO NOTIFY THE ARCHITECT.
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' FEET FEET # POUNDS, NUMBER POUNDS, NUMBER & AND AND ANGLE ANGLE d PENNY PENNY " INCHES INCHES @ AT AT ROUND, DIAMETER PROPERTY LINE, PLATE PROPERTY LINE, PLATE CENTERLINE CENTERLINE °DEGREES ±PLUS OR MINUS A.B. ANCHOR BOLT ANCHOR BOLT A/C AIR CONDITIONING AIR CONDITIONING ADJ ADJUSTABLE ADJUSTABLE AGG AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE A.P. ACCESS PANEL ACCESS PANEL ARCH ARCHITECT, ARCHITECTURAL ARCHITECT, ARCHITECTURAL A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALUM ALUMINUM ALUMINUM ANOD ANODIZED ANODIZED APP'D APPROVED APPROVED A.R. ABUSE RESISTANT ABUSE RESISTANT AUTO AUTOMATIC AUTOMATIC BD BOARD BOARD BLDG BUILDING BUILDING B.M. BENCH MARK BENCH MARK BOT BOTTOM BOTTOM BRG BEARING BEARING BSMT BASEMENT BASEMENT B.W. BOTH WAYS BOTH WAYS BIT. BITUMINOUS BITUMINOUS BLK'G BLOCKING BLOCKING B.O. BY OWNER/BY OTHERS BY OWNER/BY OTHERS B.P. BEARING PLATE BEARING PLATE B.S. BOTH SIDES BOTH SIDES CAB CABINET CABINET CPT CARPET CARPET C.B. CATCH BASIN CATCH BASIN CEM CEMENT CEMENT C.L. CENTER LINE CENTER LINE C.T. CERAMIC TILE CERAMIC TILE C.B. CHALKBOARD CHALKBOARD C.M.U. CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT C.J. CONTROL JOINT CONTROL JOINT C.F. CUBIC FEET CUBIC FEET CLG CEILING CEILING C.M. CONSTRUCTION MANAGER CONSTRUCTION MANAGER CIRC CIRCULAR CIRCULAR CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS CORR CORRIDOR, CORRUGATED CORRIDOR, CORRUGATED CTV CABLE TELEVISION CABLE TELEVISION C.Y. CUBIC YARDS CUBIC YARDS C/C CENTER TO CENTER CENTER TO CENTER C.P. COAT PEGS COAT PEGS C.U.H. CABINET UNIT HEATER CABINET UNIT HEATER DEMO DEMOLISH, DEMOLITION DEMOLISH, DEMOLITION DIA DIAMETER DIAMETER DIV DIVIDE, DIVISION DIVIDE, DIVISION DR DOOR DOOR D.F. DRINKING FOUNTAIN DRINKING FOUNTAIN D.W. DISHWASHER DISHWASHER DTL DETAIL DETAIL DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DBL DOUBLE DOUBLE DN DOWN DOWN DWG DRAWING DRAWING EXP EXPOSED, EXPANSION EXPOSED, EXPANSION EIFS EXTERIOR INSULATION FINISH SYSTEM EXTERIOR INSULATION FINISH SYSTEM EXT EXTERIOR EXTERIOR EXH EXHAUST EXHAUST EXIST EXISTING EXISTING E.F. EACH FACE EACH FACE E.W. EACH WAY EACH WAY ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EMER EMERGENCY EMERGENCY EQUIP EQUIPMENT EQUIPMENT EST ESTIMATED ESTIMATED EA EACH EACH E.P. ELECTRICAL PANEL BOARD ELECTRICAL PANEL BOARD ELEV ELEVATOR ELEVATOR EQ EQUAL EQUAL E.W.C. ELECTRIC WATER COOLER ELECTRIC WATER COOLER E.J. EXPANSION JOINT EXPANSION JOINT FIN FINISH FINISH F.E.C. FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET F/F FACE TO FACE FACE TO FACE FL FLOOR FLOOR FLR FLOOR FLOOR FLUOR FLUORESCENT FLUORESCENT F.T. FIRE TREATED FIRE TREATED FUT FUTURE FUTURE F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER F.F. FINISH FLOOR FINISH FLOOR F.G. FIBERGLASS FIBERGLASS F.D. FLOOR DRAIN FLOOR DRAIN FND FOUNDATION FOUNDATION FOUND. FOUNDATION FOUNDATION FTG FOOTING FOOTING F/O FACE OF FACE OF F.P. FIRE PROOFING FIRE PROOFING GA GAUGE GAUGE G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GWB GYPSUM WALL BOARD GYPSUM WALL BOARD GALV GALVANIZED GALVANIZED GL. GLASS GLASS G.M. GLASS MAT GYPSUM SHEATHING GLASS MAT GYPSUM SHEATHING HDWR HARDWARE HARDWARE H.D. HEAVY DUTY HEAVY DUTY H.M. HOLLOW METAL HOLLOW METAL HDWD HARDWOOD HARDWOOD HVAC HEATING, VENTILATION AND AIR HEATING, VENTILATION AND AIR CONDITIONING HGT HEIGHT HEIGHT H.C. HOLLOW CORE HOLLOW CORE HORIZ HORIZONTAL HORIZONTAL I.R. IMPACT RESISTANT IMPACT RESISTANT INCL INCLUDE, INCLUDING INCLUDE, INCLUDING INSUL INSULATION INSULATION INT INTERIOR INTERIOR I.D. INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT JAN JANITOR JANITOR JT JOINT JOINT KIT KITCHEN KITCHEN K.D. KILN DRIED, KNOCK DOWN KILN DRIED, KNOCK DOWN K.O. KNOCK OUT KNOCK OUT L.H. LEFT HAND LEFT HAND LF LINEAR FOOT LINEAR FOOT LAV LAVATORY LAVATORY LxWxH LENGTH, WIDTH, HEIGHT LENGTH, WIDTH, HEIGHT LT LIGHT LIGHT MAS MASONRY MASONRY MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM MFR MANUFACTURER MANUFACTURER MANUF MANUFACTURER MANUFACTURER M.O. MASONRY OPENING MASONRY OPENING MECH MECHANICAL MECHANICAL MED MEDIUM MEDIUM MISC MISCELLANEOUS MISCELLANEOUS MLDG MOLDING MOLDING MTL METAL METAL M.R. MOISTURE RESISTANT MOISTURE RESISTANT NAT NATURAL NATURAL N.R.C. NOISE REDUCTION COEFFICIENT NOISE REDUCTION COEFFICIENT N.T.S. NOT TO SCALE NOT TO SCALE N.I.C. NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER O.A. OVERALL OVERALL OPNG OPENING OPENING O.H. OVERHEAD OVERHEAD O/O OUTSIDE TO OUTSIDE OUTSIDE TO OUTSIDE O.C. ON CENTER ON CENTER OPP OPPOSITE OPPOSITE O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER PR PAIR PAIR PVMT PAVEMENT PAVEMENT PERF PEFORATED PEFORATED P.L. PLASTIC LAMINATE PLASTIC LAMINATE PLAS. LAM. PLASTIC LAMINATE PLASTIC LAMINATE PLY PLYWOOD PLYWOOD PLYWD PLYWOOD PLYWOOD PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PTD PAINTED PAINTED PERIM PERIMETER PERIMETER PART PARTITION PARTITION P.T. PRESSURE TREATED PRESSURE TREATED PL PLATE PLATE PLUMB PLUMBING PLUMBING PREFIN PREFINISHED PREFINISHED Q.T. QUARRY TILE QUARRY TILE REQ'D REQUIRED REQUIRED REF REFERENCE REFERENCE REINF REINFORCED REINFORCED R.H. RIGHT HAND RIGHT HAND RM ROOM ROOM RAD RADIUS RADIUS REF REFRIGERATOR REFRIGERATOR REV REVISION REVISION R.D. ROOF DRAIN ROOF DRAIN R.A.P. RETURN AIR PLENUM RETURN AIR PLENUM R.O. ROUGH OPENING ROUGH OPENING SHT SHEET SHEET SIM SIMILAR SIMILAR S.F. SQUARE FOOT SQUARE FOOT STL STEEL STEEL SUSP SUSPENDED SUSPENDED SYM SYMMETRICAL SYMMETRICAL S.C. SOLID CORE SOLID CORE SQ SQUARE SQUARE SPEC SPECIFICATION, SPECIFIED SPECIFICATION, SPECIFIED STC SOUND TRANSMISSION COEFFICIENT SOUND TRANSMISSION COEFFICIENT STD STANDARD STANDARD STOR STORAGE STORAGE STRUCT STRUCTURAL, STRUCTURE STRUCTURAL, STRUCTURE SAT SUSPENDED ACOUSTIC TILE SUSPENDED ACOUSTIC TILE TEL TELEPHONE TELEPHONE THK THICK, THICKNESS THICK, THICKNESS T.P. TOILET PAPER TOILET PAPER T.O. TOP OF TOP OF T&B TOP AND BOTTOM TOP AND BOTTOM T.S. TRANSITION STRIP TRANSITION STRIP T.V. TELEVISION TELEVISION T&G TONGUE AND GROOVE TONGUE AND GROOVE TEMP TEMPERATURE, TEMPERED TEMPERATURE, TEMPERED TYP TYPICAL TYPICAL T.U. TOUCH UP TOUCH UP U.C. UNDERCUT UNDERCUT U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VERT VERTICAL VERTICAL VFY VERIFY VERIFY V.I.F. VERIFY IN FIELD VERIFY IN FIELD VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE W/ WITH WITH W.P. WATER PROOF WATER PROOF W/O WITHOUT WITHOUT W.C. WATER CLOSET WATER CLOSET W.W.F. WELDED WIRE FABRIC WELDED WIRE FABRIC W.G. WIRE GLASS WIRE GLASS WD WOOD WOOD
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REMARKS
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DR. NO.
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DOOR MATERIAL
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SIZE
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DOOR TYPE
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FRAME MATERIAL
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GLAZING TYPE
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THK
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RATING
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-
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101
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3-0x7-0
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FRP
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B
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FIBERGLASS
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-
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1 3/4
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-
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REMARKS
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ROOM. NO.
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FLOOR
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ROOM NAME
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BASE
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WALL MATERIAL
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WALL FINISH
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CEILING FINISH
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-
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101
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H/C SHOWER
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RESINOUS
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INTERGAL
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G.M. GWB
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SOLID SURFACE
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-
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102
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3-0x7-0
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FRP
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B
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FIBERGLASS
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-
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1 3/4
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-
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FRAME TYPE
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1
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1
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HEAD
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2/A5.02
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2/A5.02
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JAMB
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3/A5.02
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3/A5.02
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SILL
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4/A5.02
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4/A5.02
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SET No.
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SET #1
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SET #2
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-
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102
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SHOWER
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RESINOUS
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INTEGRAL
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G.M. GWB
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SOLID SURFACE
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CEILING HEIGHT
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VARIES
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8'-0"
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-
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103
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JAN. CLO.
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SEALED CONC.
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-
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WOOD STUD
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EXPOSED
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VARIES
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-
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103
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3-0x7-0
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HM
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A
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FIBERGLASS
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-
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1 3/4
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-
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1
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2/A5.02
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3/A5.02
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4/A5.02
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SET #3
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DOORS
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FRAMES
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HARDWARE
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CEILING MATERIAL
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G.M. GWB
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G.M. GWB
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WOOD JOIST
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-
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104
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3-0x7-0
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FRP
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B
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FIBERGLASS
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-
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1 3/4
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-
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1
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2/A5.02
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3/A5.02
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4/A5.02
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SET #2
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-
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105
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3-0x7-0
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FRP
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B
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FIBERGLASS
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-
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1 3/4
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-
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1
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2/A5.02
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3/A5.02
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4/A5.02
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SET #1
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MODIFY HEIGHT AS REQ'D
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x107
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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4/A5.02
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ETR
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MODIFY HEIGHT AS REQ'D
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x109
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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ETR
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4/A5.02
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ETR
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-
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104
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SHOWER
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RESINOUS
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INTEGRAL
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G.M. GWB
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SOLID SURFACE
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8'-0"
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G.M. GWB
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-
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105
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H/C SHOWER
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RESINOUS
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INTEGRAL
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G.M. GWB
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SOLID SURFACE
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VARIES
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G.M. GWB
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-
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106
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CHASE
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WD PLANK
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-
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WOOD STUD
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EXPOSED
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VARIES
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WOOD JOIST
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-
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107
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WOMENS TOI
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RESINOUS
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1x4 PVC
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PLYWOOD
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FRP/WD PLANK
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VARIES
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WOOD JOIST
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-
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108
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CHASE
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EXISTING
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-
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WOOD STUD
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EXPOSED
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VARIES
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WOOD JOIST
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-
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109
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MENS TOI
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RESINOUS
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1x4 PVC
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PLYWOOD
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FRP/WD PLANK
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VARIES
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WOOD JOIST
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FRP
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FRP
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EXPOSED
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FRP
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FRP
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EXPOSED
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WD PLANK
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EXPOSED
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WD PLANK
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38"
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38"
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MARGIN AREA
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18" ACRYLIC BACK
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132" RAISED SYMBOLS CHEMICALLY WELDED TO ACRYLIC CORE
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DEMARCATION LINE RAISED & CHEMICALLY WELDED TO ACRYLIC CORE
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132" RAISED TEXT CHEMICALLY WELDED TO ACRYLIC CORE
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RADIUS CORNER
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GRADE II BRAILLE BEADS RAISED "132"
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TYPICAL SIGN DESIGN
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TYPICAL SIGN CONFIGURATIONS
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SIGN SCHEDULE GENERAL NOTES: TYPICAL SIGN CONFIGURATIONS ARE SHOWN AS A REFERENCE, AND MAY VARY DEPENDING ON PROJECT CONDITIONS WHERE POSSIBLE ALL SIGNS SHALL SHALL CONTAIN A PICTOGRAPHIC REPRESENTATION, TEXT AND BRAILLE CHARACTERS U.O.N. SIGN TYPES 1. ALL TOILET ROOMS SHALL BE IDENTIFIED AS "MEN", "WOMEN", OR "SHOWER" AS NOTED ON PLANS. ALL TOILET ROOMS SHALL BE IDENTIFIED AS "MEN", "WOMEN", OR "SHOWER" AS NOTED ON PLANS. ACCESSIBLE TOILET AND SHOWER ROOM SIGNS SHALL CONTAIN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2. ALL WALL MOUNTED FIRE EXTINGUISHERS SHALL RECEIVE A SIGN WITH TEXT "FIRE EXTINGUISHER"ALL WALL MOUNTED FIRE EXTINGUISHERS SHALL RECEIVE A SIGN WITH TEXT "FIRE EXTINGUISHER"
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1
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3/8" = 1'-0"
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DOOR TYPES
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2
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3/8" = 1'-0"
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FRAME TYPES
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FRP
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2'-2 " 716"±
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2'-2 " 716"±
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2'-2 " 716"±
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2'-2 " 716"±
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9 " 14"±
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9 " 14"±
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9 " 14"±
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9 " 14"±
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3'-8 " 12"±
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3'-8 " 12"±
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3'-8 " 12"±
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3'-8 " 12"±
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NTS
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NTS
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NTS
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NTS
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NOT FOR CONSTRUCTION
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF NATURAL & CULTURAL RESOURCES ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
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NTS
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3/8" = 1'-0"
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NTS
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3/8" = 1'-0"
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3/8" = 1'-0"
US
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FLOOR MTD. STD. HGT.
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PLAN
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FRONT
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SIDE
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ACCESSIBLE HEIGHT
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PLAN
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FRONT
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SIDE
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17"
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17"
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17"
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17"
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STANDARD HEIGHT
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PLAN
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FRONT
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SIDE
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ACCESSIBLE HEIGHT
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PLAN
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FRONT
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SIDE
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16" MIN.
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16" MIN.
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STANDARD HEIGHT
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PLAN
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FRONT
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SIDE
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1'-3"
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1'-3"
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ADJACENT FIXTURE
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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13 "12"
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13 "12"
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RECESSED
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PLAN
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FRONT
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SIDE
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PITCH TO DRAIN ( " PER FT MAX.)14" PER FT MAX.)
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FLUSH CONTROL ON OPEN SIDE
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FLUSH CONTROL ON OPEN SIDE
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PITCH TO DRAIN ( " PER FT MAX.)14" PER FT MAX.)
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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48" MAX. @ 20" COUNTER
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48" MAX. @ 20" COUNTER
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48" MAX. @ 20" COUNTER
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48" MAX. @ 20" COUNTER
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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ACCESSIBLE HEIGHT
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PLAN
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FRONT
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SIDE
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2'-0"
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2'-0"
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12"
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12"
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2'-0"
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2'-0"
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12"
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12"
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18"
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18"
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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48" MAX. @ 20" COUNTER
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48" MAX. @ 20" COUNTER
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4'-0" MAX.
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4'-0" MAX.
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NOTE: WHERE THE REACH IS UNOBSTRUCTED MOUNTING HEIGHT SHALL BE BETWEEN 15" MIN. & 48" MAX.
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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15"
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15"
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4'-0"
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4'-0"
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SURFACE MTD. STANDARD HGT.
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PLAN
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FRONT
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SIDE
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15"
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15"
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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SURFACE MTD. ACCESS HGT.
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PLAN
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FRONT
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STANDARD HEIGHT
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PLAN
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FRONT
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OVERHEAD BRACE
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OVERHEAD BRACE
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COMPARTMENT DOOR
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PLAN
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FRONT
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SIDE
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56" MIN @ WALL HUNG
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56" MIN @ WALL HUNG
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56" MIN @ WALL HUNG
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56" MIN @ WALL HUNG
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OVERHEAD BRACE
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COMPARTMENT DOOR
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ACCESSIBLE
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42" MIN.
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42" MIN.
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TOE CLEARANCE
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OVERHEAD BRACE
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TOE CLEARANCE
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SELF-CLOSING DOOR
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4'-0" MAX.
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4'-0" MAX.
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5'-6"
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5'-6"
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AS OCCUR (SEE ELEVATIONS)
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ACCESSIBLE HEIGHT
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PLAN
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FRONT
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SIDE
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PIPE INSUL.
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LEVER HANDLES
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STANDARD HEIGHT
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PLAN
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FRONT
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SIDE
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1'-3"
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1'-3"
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ADJACENT FIXTURE
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21" MIN.
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21" MIN.
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21" MIN.
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21" MIN.
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8"
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8"
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11"
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11"
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9"
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9"
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SURFACE MTD. ACCESS. HGT.
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PLAN
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FRONT
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SIDE
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ACCESSIBLE
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PLAN
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FRONT
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SIDE
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STANDARD
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PLAN
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FRONT
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SIDE
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ROD & CURTAIN
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DIVERTER VALVE
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ROD & CURTAIN
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CURB
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
H/C SHOWER
SHOWER JAN. CLO. SHOWER
H/C SHOWER
CHASE
CHASE
WOMENS TOI
MENS TOI
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EXIST. PLANK FLR TO REMAIN
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CLNG HUNG PHENOLIC PARTITIONS
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EXHAUST FAN ABOVE
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BENCH
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BENCH
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ICE & WATER SHIELD
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ICE & WATER SHIELD (FULL COVERAGE)
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3'-0"
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3'-0"
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COLUMN BELOW (TYP)
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WALL BELOW (TYP)
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LIGHT TUBE
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LIGHT TUBE
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RIDGE SHINGLES (TYP)
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1
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A2.01
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4
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A2.01
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A2.01
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3
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A3.01
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B
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C
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A3.01
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D
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A3.01
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E
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101
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101
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102
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105
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104
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102
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103
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104
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105
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106
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108
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107
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109
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103
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109
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MATCH EXIST ROOF PITCH
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MATCH EXIST ROOF PITCH
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MATCH EXIST ROOF PITCH
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MATCH EXIST ROOF PITCH
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SKYLIGHT (TYP)
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5'-4"±
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5'-4"±
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5'-4"±
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5'-4"±
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5'-4"±
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5'-4"±
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5'-4"±
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5'-4"±
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A5.01
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4
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2x4 INFILL WALL (TYP)
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A5.01
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11
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L1
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L2
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T1
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T2
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T2
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T2
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U1
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U2
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US
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FD
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FD
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FD
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FD
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A1
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A1
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A1
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A1
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T1
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T2
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A1
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A1
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A2
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A2
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A3
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A3
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A3
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A3
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A4
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A4
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A5
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A5
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A5
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A5
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A6
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A6
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A6
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A6
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A7
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A8
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A8
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A8
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A8
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A9
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GRAB BARS (3-SIDES)
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GRAB BARS (3-SIDES)
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GB
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GB
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DISH WASH SINKS (SEE PLUMB DWGS)
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PHENOLIC URINAL SCREEN
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S1
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S1
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S1
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S2
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S1
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S2
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A2
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A2
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R1
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GENERAL NOTES 1. ALL NEW PARTITIONS SHALL BE 2x4 STUDS @ 16" ALL NEW PARTITIONS SHALL BE 2x4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. PROVIDE BLOCKING BETWEEN STUDS AT 8'-0" ON CENTER MAXIMUM.
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NEW FRP FINISH THESE WALLS
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PHENOLIC BENCH (TYP)
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A6
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x2
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x2
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A6
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x2
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x2
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A6
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A6
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A6
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A9
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A6
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A9
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A6
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A9
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A6
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A10
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A10
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L1
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L2
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RAMP UP
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2
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A2.01
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107
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RAIN DIVERTER (TYP)
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RAIN DIVERTER (TYP)
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EL. = 102'-0"
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EL. = 103'-0"
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TRASH
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TRASH
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UP
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RAMP UP
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UP
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A3.01
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A
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A5.01
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3
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8x8 LANDSCAPE TIMERS
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8x8 LANDSCAPE TIMERS
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DEMOLITION NOTES GENERAL 1. THE DEMOLITION PLANS ILLUSTRATE THE GENERAL INTENT AND SCOPE OF ARCHITECTURAL DEMOLITION. THEY ARE NOT INTENDED TO BE A THE DEMOLITION PLANS ILLUSTRATE THE GENERAL INTENT AND SCOPE OF ARCHITECTURAL DEMOLITION. THEY ARE NOT INTENDED TO BE A COMPLETE REPRESENTATION OF ALL DEMOLITION WORK REQUIRED. ALL DRAWINGS AND SPECIFICATIONS SHOULD BE CONSIDERED WHEN DETERMINING THE FULL SCOPE OF DEMOLITION REQUIRED FOR THE PROJECT. IT IS THE INTENT OF THE SCOPE TO REQUIRE DEMOLITION OF ALL BUILDING ELEMENTS AS REQUIRED FOR THE INSTALLATION OF NEW WORK FOR THIS PROJECT. 2. ITEMS SHOWN AS "DASHED" LINES GENERALLY REPRESENT ITEMS TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ITEMS SHOWN AS "DASHED" LINES GENERALLY REPRESENT ITEMS TO BE REMOVED. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LIMITS AND DETAILS OF DEMOLITION AND COORDINATE WITH THE PLANS AND DETAILS OF NEW WORK. 3. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, REMOVE PARTITIONS COMPLETE TO THE STRUCTURES ABOVE. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, REMOVE PARTITIONS COMPLETE TO THE STRUCTURES ABOVE. 4. REMOVE DOORS, FRAMES AND HARDWARE INCLUDING SIDELIGHTS, TRANSOMS AND THRESHOLDS WHERE DOORS ARE SHOWN TO BE REMOVED. REMOVE DOORS, FRAMES AND HARDWARE INCLUDING SIDELIGHTS, TRANSOMS AND THRESHOLDS WHERE DOORS ARE SHOWN TO BE REMOVED. 5. AFTER DEMOLITION IS COMPLETE, PATCH ALL SURFACES THAT REMAIN AS NEEDED TO RECEIVE NEW FINISHES, OR TO MATCH EXISTING FINISH TO AFTER DEMOLITION IS COMPLETE, PATCH ALL SURFACES THAT REMAIN AS NEEDED TO RECEIVE NEW FINISHES, OR TO MATCH EXISTING FINISH TO REMAIN (IF NO NEW FINISH IS SCHEDULED). 6. REMOVE EXISTING FINISHES AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. REMOVE EXISTING FINISHES AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. 7. REMOVE ALL UNUSED ELECTRICAL, MECHANICAL, PLUMBING, ETC. SYSTEMS BACK TO THEIR POINT OF ORIGIN. REMOVE ALL UNUSED ELECTRICAL, MECHANICAL, PLUMBING, ETC. SYSTEMS BACK TO THEIR POINT OF ORIGIN. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ANY AND ALL NECESSARY SHORING AND TEMPORARY SUPPORTS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ANY AND ALL NECESSARY SHORING AND TEMPORARY SUPPORTS REQUIRED DURING CONSTRUCTION. NO STRUCTURAL ELEMENTS SHALL BE REMOVED WITHOUT HAVING SUFFICIENT SHORING IN PLACE. 9. PROVIDING CORING AND TRENCHING IN EXISTING CONSTRUCTION AS REQUIRED FOR NEW WORK. PATCH TO MATCH EXISTING. PROVIDING CORING AND TRENCHING IN EXISTING CONSTRUCTION AS REQUIRED FOR NEW WORK. PATCH TO MATCH EXISTING. 10. SALVAGE EXISTING WOOD SIGNAGE AND DISPLAY BOARDS FOR REUSE. SALVAGE EXISTING WOOD SIGNAGE AND DISPLAY BOARDS FOR REUSE. STRUCTURAL ST1 - REMOVE EXISTING SHOWER ROOM ADDITION COMPLETE, INCLUDING: FROST WALLS, FOOTING, SLAB, WALLS, ROOFS AND ALL FIXTURES, FITTINGS AND APPURTENANCES. ST2 - REMOVE EXISTING PIERS, RAMP AND HANDRAILS COMPLETE. DOORS AND WINDOWS DW1 - REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETE. DW2 - REMOVE EXISTING UPPER WINDOWS AND SCREENS, PREP AREA FOR NEW INFILL AND WINDOWS. DW3 - REMOVE AND SALVAGE EXISTING DOOR, FRAME AND SCREEN DOOR. CUT DOWN DOOR AS REQUIRED TO CLEAR NEW FLOOR ELEVATION. PREP FOR REINSTALLATION IN NEW LOCATION. FINISHES FN1 - REMOVE TOILET PARTITIONS, URINAL SCREENS AND ALL APPURTENANCES COMPLETE THROUGHOUT FN2 - REMOVE EXISTING FLOOR TILE AND SUB FLOOR COMPLETE DOWN TO EXISTING 2x PLANKS. FN3 - REMOVE EXISTING WALL AND CEILING FINISHES COMPLETE. PREP FOR NEW FINISHES. ROOFS R1 - REMOVE EXISTING SHINGLES AND ROOF FELT DOWN TO EXISTING SHEATHING COMPLETE, PREP TO RECEIVE NEW ROOFING. R2 - REMOVE ROOF OVERHANG AND PREP FOR NEW CONSTRUCTION. R3 - REMOVE PORTION OF EXISTING ROOF AS REQUIRED FOR INSTALLATION OF NEW SKYLIGHTS. PLUMBING P1 - REMOVE EXISTING PLUMBING FIXTURES, PIPING AND ALL APPURTENANCES COMPLETE. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION MISCELLANEOUS M1 - REMOVE AND SALVAGE EXISTING NOTICE BOARD AND SIGNAGE FOR REINSTALLATION. COORDINATE NEW LOCATION WITH OWNER. WALLS W1 - REMOVE POTION OF EXISTING WALL AS REQUIRED FOR REINSTALLATION OF SALVAGED DOOR AND FRAME.
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ST2
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ST2
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ST1
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ST1
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DW2
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FN2
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P1
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FN2
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P1
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DW1
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DW1
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DW1
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R2
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DW2
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R3
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R3
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R3
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R3
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M1
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FN1
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FN1
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DW3
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DW3
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FN3
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FN3
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-
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P1
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W1
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W1
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
AutoCAD SHX Text
-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
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1
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-
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DEMOLITION PLAN & NOTES
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2
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-
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FLOOR PLAN
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3
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-
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ROOF PLAN
WOMEN MEN
MEN WOMEN
A2.01
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T.O. SLAB
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T.O. PLATE
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TIMBER FRAME
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NEW EXHAUST LOUVER (LV-1)
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1
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-
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FRONT ELEVATION
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2
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-
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LEFT ELEVATION
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3
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-
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REAR ELEVATION
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4
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-
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RIGHT ELEVATION
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A
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A
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EXIST. SCREENS TO REMAIN (TYP)
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1x4 TRIM BD
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BOARD & BATTEN SIDING
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B
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C
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C
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LIGHT TUBE
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SKYLIGHT (TYP)
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RIDGE CAP
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WD COLUMN (STAINED)
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1x8 TRIM BD
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ASPHALT SHINGLES
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RIDGE CAP
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ASPHALT SHINGLES
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LIGHT TUBE (TYP)
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BOARD & BATTEN SIDING
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KING POST
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BOARD & BATTEN SIDING
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103'-0"
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T.O. PLANK
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T.O. PLATE
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104'-0"
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T.O. SLAB
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102'-0"
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HANDRAIL
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WOOD RAMP AND STAIR
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A5.01
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1
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RAIN DIVERTER
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RAIN DIVERTER
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FLASHING
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6x6 TIMBER BM & KING POST
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1x8 TRIM BD
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HANDRAIL
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HANDRAIL
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RELOCATED SIGN
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RELOCATED SIGN
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HANDRAIL
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HANDRAIL
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RELOCATED SIGN
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RELOCATED SIGN
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B
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C
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C
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LIGHT TUBE
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SKYLIGHT (TYP)
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RIDGE CAP
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WD COLUMN (STAINED)
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1x8 TRIM BD
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ASPHALT SHINGLES
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RIDGE CAP
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ASPHALT SHINGLES
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BOARD & BATTEN SIDING
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HANDRAIL
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WOOD RAMP AND STAIR
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A5.01
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1
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RAIN DIVERTER
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RAIN DIVERTER
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1x4 CASING (TYP)
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
A3.01
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T.O. PLANK
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T.O. PLATE
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T.O. SLAB
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T.O. PLATE
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103'-0"
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104'-0"
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T.O. PLANK
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T.O. PLATE
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104'-0"
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T.O. SLAB
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T.O. PLATE
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103'-0"
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T.O. SLAB
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T.O. BEAM
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103'-0"
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B.O. BEAM
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SKYLIGHT
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SUPPORT BM
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SKYLIGHT
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EXHAUST DUCT
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NEW EXHAUST LOUVER
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DUCT
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EXHAUST FAN
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B
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-
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CROSS SECTION @ TOILETS
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E
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-
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LONGITUDINAL SECTION
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C
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CROSS SECTION @ SHOWERS
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D
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CROSS SECTION @ SHOWER PORCH
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OVERHEAD BRACE
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REMOVE EXIST GLASS
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A4.01
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1
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8
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4
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BENCH
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BENCH
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1" CHAMFER (TYP)
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4x4 BRACE (TYP)
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8x8 BEAM (TYP)
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A5.01
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4
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3
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DISH WASH SINKS
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6x6 BRACE (TYP)
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6x6 POST
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VAPOR RETARDER
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LIGHT TUBE (TYP)
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SKYLIGHT (TYP)
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VAPOR RETARDER
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T.O. SLAB
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102'-0"
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SKYLIGHT
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SUPPORT BM
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SKYLIGHT
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EXHAUST DUCT
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A
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CROSS SECTION @ ENTRANCE
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OVERHEAD BRACE
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REMOVE EXIST GLASS
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POSTS BEYOND
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2x DECK BOARDS
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1x TRIM BD
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2x 6 JOISTS
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2x8 TRIM BELOW DOOR
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MAINTAIN " GAP34" GAP
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8x8 LANDSCAPE TIMBERS (TYP)
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DRIP EDGE
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
A4.01
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AutoCAD SHX Text
T.O. EXIST FLR
AutoCAD SHX Text
T.O. EXIST BEAM
AutoCAD SHX Text
EXIST SONOTUBE FOUNDATION TO REMAIN
AutoCAD SHX Text
EXIST FLR ASSEMBLY
AutoCAD SHX Text
EXIST EXT WALL ASSEMBLY TO REMAIN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
EXIST SIDING TO REMAIN
AutoCAD SHX Text
RESINOUS FLOOR
AutoCAD SHX Text
WALL CONSTRUCTION FRP 12" PLYWOOD 2x6 STUDS @ 16" O.C.
AutoCAD SHX Text
SKYLIGHT
AutoCAD SHX Text
ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT EXIST ROOF SHEATHING
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
5
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
6
AutoCAD SHX Text
EXIST EXT WALL ASSEMBLY TO REMAIN
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
8X8 TIMBER BM (BEYOND)
AutoCAD SHX Text
LOUVER (LV-1)
AutoCAD SHX Text
EXIST ROOF ASSEMBLY TO REMAIN
AutoCAD SHX Text
EXHAUST DUCT
AutoCAD SHX Text
2x4 INFILL FRAMING
AutoCAD SHX Text
ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD 58" EXT. SHEATHING 2x8 RAFTERS @ 16" O.C.
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
7
AutoCAD SHX Text
ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT 58" EXT. SHEATHING 2x8 RAFTERS @ 16" O.C.
AutoCAD SHX Text
FIBERGLASS DOOR
AutoCAD SHX Text
CONC. SLAB-ON-GRADE (SEE STRUCT)
AutoCAD SHX Text
FIRST RAFTER AGAINST SHEATHING
AutoCAD SHX Text
WALL CONSTRUCTION BOARD & BATTEN SIDING RAINSCREEN WEATHER BARRIER 12" EXT. SHEATHING 2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
CONC. SLAB ON GRADE
AutoCAD SHX Text
CONC. SLAB ON GRADE
AutoCAD SHX Text
CONC. FOUND.
AutoCAD SHX Text
CONC. FOOTING
AutoCAD SHX Text
T.O. SLAB
AutoCAD SHX Text
T.O. PLATE
AutoCAD SHX Text
CONC. SLAB ON GRADE (PITCH TO DRAIN)
AutoCAD SHX Text
CONC. FOUND.
AutoCAD SHX Text
CONC. FOOTING
AutoCAD SHX Text
WALL CONSTRUCTION BOARD & BATTEN SIDING RAINSCREEN WEATHER BARRIER 12" EXT. SHEATHING 2x4 STUDS @ 16" O.C. 12" G.M. GYPSUM BD SOLID SURFACE WALL PANELS
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
9
AutoCAD SHX Text
SKYLIGHT
AutoCAD SHX Text
S5.01
AutoCAD SHX Text
10
AutoCAD SHX Text
ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT EXIST ROOF SHEATHING
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
WALL SECTION @ EXISTING TOILET ROOMS
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
WALL SECTION @ DISH WASHING SINKS
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
WALL SECTION @ ADDITION PORCH
AutoCAD SHX Text
4
AutoCAD SHX Text
-
AutoCAD SHX Text
WALL SECTION @ NEW SHOWER ROOMS
AutoCAD SHX Text
34" CDX UNDERLAYMENT
AutoCAD SHX Text
34" CDX SUB-FLOOR
AutoCAD SHX Text
1x4 WD TRIM BOARD
AutoCAD SHX Text
EXIST SONOTUBE FOUNDATION TO REMAIN
AutoCAD SHX Text
FLOOR DRAIN
AutoCAD SHX Text
VAPOR RETARDER
AutoCAD SHX Text
1x6 VEE GROOVE BOARDS
AutoCAD SHX Text
A5.02
AutoCAD SHX Text
8
AutoCAD SHX Text
CRUSHED STONE DRIP EDGE
AutoCAD SHX Text
RAIN SCREEN
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
STONE DRIP EDGE
AutoCAD SHX Text
8x8 LANDSCAPE TIMBERS
AutoCAD SHX Text
SDC
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
4/15/2021
AutoCAD SHX Text
COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
AutoCAD SHX Text
-
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
PROJECT INFORMATION:
AutoCAD SHX Text
SHEET INFORMATION:
AutoCAD SHX Text
CAP 1632
AutoCAD SHX Text
PROJECT #:
AutoCAD SHX Text
PAW12
AutoCAD SHX Text
BUILDING #:
AutoCAD SHX Text
BUILDING NAME:
AutoCAD SHX Text
FARMS Data:
AutoCAD SHX Text
Toilet Bldg #4
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AutoCAD SHX Text
1
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. SCREEN WALL SECTION
AutoCAD SHX Text
CONCRETE SONOTUBE BEYOND
AutoCAD SHX Text
NOTE: HANDRAILS MUST EXTEND 12" HORIZONTALLY BEYOND THE TOP AND BOTTOM RAMP RUNS. RAILS SHALL RETURN TO THE WALL, GUARD OR LANDING SURFACE OR BE CONTINUOUS TO AN ADJACENT RAMP RUN
AutoCAD SHX Text
2
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. RAMP HANDRAIL
AutoCAD SHX Text
1x3 TRIM (MATCH EXIST)
AutoCAD SHX Text
ALUM. DRIP EDGE
AutoCAD SHX Text
RAFTER (MATCH EXIST PROFILE)
AutoCAD SHX Text
8x8 TIMBER BEAM (STAIN)
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
58" EXT. SHEATHING
AutoCAD SHX Text
2x BLK'G
AutoCAD SHX Text
2x BLK'G
AutoCAD SHX Text
3
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
ROOF EAVE @ BEAM
AutoCAD SHX Text
2x4 WOOD PLANKS
AutoCAD SHX Text
POST BEYOND
AutoCAD SHX Text
2x WD RAIL
AutoCAD SHX Text
COLUMN BEYOND
AutoCAD SHX Text
2x SPACER
AutoCAD SHX Text
CONC. FOUNDATION (SEE STRUCT)
AutoCAD SHX Text
CONC. SLAB (SEE STRUCT)
AutoCAD SHX Text
4
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
BENCH DETAIL
AutoCAD SHX Text
5
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. EAVE @ EXISTING BUILDING
AutoCAD SHX Text
EXIST TRIM
AutoCAD SHX Text
ALUM. DRIP EDGE
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
EXIST ROOF SHEATHING
AutoCAD SHX Text
EXIST RAFTER
AutoCAD SHX Text
EXIST BLOCKING
AutoCAD SHX Text
CONT. 2x4
AutoCAD SHX Text
12" PLYWOOD
AutoCAD SHX Text
FRP TRIM
AutoCAD SHX Text
12" PLYWOOD
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
NOTCH STUDS AROUND BEAM
AutoCAD SHX Text
LINE OF EXIST POST BEYOND
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
EXIST T-111 SIDING
AutoCAD SHX Text
6
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. WALL BASE @ EXISTING BUILDING
AutoCAD SHX Text
EXIST SONOTUBE BEYOND
AutoCAD SHX Text
EXIST BEAM
AutoCAD SHX Text
EXIST FLOOR FRAMING
AutoCAD SHX Text
EXIST 2x PLANK
AutoCAD SHX Text
EXIST T-111 SIDING
AutoCAD SHX Text
EXIST WALL FRAMING
AutoCAD SHX Text
LINE OF EXIST POST BEYOND
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
FRP PANEL
AutoCAD SHX Text
12" PLYWOOD
AutoCAD SHX Text
FRP PANEL
AutoCAD SHX Text
FRP TRIM
AutoCAD SHX Text
1x4 PVC BASE BD
AutoCAD SHX Text
34" CDX UNDERLAYMENT
AutoCAD SHX Text
RESINOUS FLOORING
AutoCAD SHX Text
2x8 RAFTERS @ 16" O.C.
AutoCAD SHX Text
12" EXT. SHEATHING
AutoCAD SHX Text
2x4 INFILL FRAMING
AutoCAD SHX Text
58" EXT. SHEATHING
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
ALUM. FLASHING
AutoCAD SHX Text
1x4 TRIM
AutoCAD SHX Text
7
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
LOW ROOF TO WALL DETAIL
AutoCAD SHX Text
9
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. EAVE @ ADDITION
AutoCAD SHX Text
1x3 TRIM (MATCH EXIST)
AutoCAD SHX Text
ALUM. DRIP EDGE
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
58" EXT. SHEATHING
AutoCAD SHX Text
2x8 RAFTERS @ 16" O.C.
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
12" DENSGLASS SHEATHING
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
SOLID SURFACE PANEL
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
10
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. WALL BASE @ NEW BUILDING
AutoCAD SHX Text
CONCRETE FOUNDATION
AutoCAD SHX Text
CONCRETE SLAB ON GRADE
AutoCAD SHX Text
COMPRESSIBLE FILLER
AutoCAD SHX Text
12" EXT. SHEATHING
AutoCAD SHX Text
RESINOUS FLOORING
AutoCAD SHX Text
INTERGAL BASE (6" HIGH ON WALL)
AutoCAD SHX Text
SOLID SURFACE PANEL
AutoCAD SHX Text
12" DENSGLASS SHEATHING
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
34" CDX SUB-FLOOR
AutoCAD SHX Text
SOLID BLOCKING
AutoCAD SHX Text
2x4 P.T. @ 24" O.C.
AutoCAD SHX Text
SILL SEAL INSUL.
AutoCAD SHX Text
34" SOLID PHENOLIC BENCH
AutoCAD SHX Text
1" RADIUS @ OUTSIDE CORNERS
AutoCAD SHX Text
2x SOLID BLOCKING
AutoCAD SHX Text
SOLID PHENOLIC SIDE PANEL
AutoCAD SHX Text
S.S. SUPPORT ANGLE @ SIDE PANEL & WALL (TYP)
AutoCAD SHX Text
S.S. SUPPORT ANGLE
AutoCAD SHX Text
S.S. SUPPORT ANGLE
AutoCAD SHX Text
SECTION VIEW
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
34" SOLID PHENOLIC BENCH
AutoCAD SHX Text
S.S. SUPPORT ANGLE
AutoCAD SHX Text
SOLID PHENOLIC SIDE PANEL
AutoCAD SHX Text
S.S. SUPPORT ANGLE
AutoCAD SHX Text
S.S. SUPPORT ANGLE
AutoCAD SHX Text
11
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. SHOWER BENCH DETAIL
AutoCAD SHX Text
1x4 WOOD TRIM BD
AutoCAD SHX Text
1x6 VEE GROOVE T&G BOARDS
AutoCAD SHX Text
2-2x4 P.T. PLATES
AutoCAD SHX Text
8
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. SKYLIGHT TRIM DETAIL
AutoCAD SHX Text
ASPHALT SHINGLES
AutoCAD SHX Text
ROOFING FELT
AutoCAD SHX Text
ROOF SHEATHING
AutoCAD SHX Text
SKYLIGHT
AutoCAD SHX Text
1x6 T&G BOARDS (VEE GROOVE)
AutoCAD SHX Text
1x4 WOOD TRIM BOARD
AutoCAD SHX Text
DBL 2x HEADER
AutoCAD SHX Text
1x WOOD TRIM BOARD
AutoCAD SHX Text
ALUM. SILL PAN
AutoCAD SHX Text
ALUM. LOUVER
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
2x8 P.T. BM
AutoCAD SHX Text
5/4x4 TRIM (PTD)
AutoCAD SHX Text
WD CAP (PTD)
AutoCAD SHX Text
8x8 P.T. POST (BEYOND)
AutoCAD SHX Text
2x4 (FLAT) FRAMING @ 16" O.C.
AutoCAD SHX Text
2x8 P.T. BM
AutoCAD SHX Text
12" P.T. PLYWOOD
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WD POST CAP (PTD)
AutoCAD SHX Text
WD RAMP LANDING (SEE STRUCT.)
AutoCAD SHX Text
1x TRIM BD
AutoCAD SHX Text
CORAVENT SV-5 INSECT SCREEN
AutoCAD SHX Text
1 " STL. POST12" STL. POST
AutoCAD SHX Text
1 " STL. RAIL12" STL. RAIL
AutoCAD SHX Text
STL. MOUNTING PLATE
AutoCAD SHX Text
1 " STL. RAIL12" STL. RAIL
AutoCAD SHX Text
1 " STL. RAIL12" STL. RAIL
AutoCAD SHX Text
P.T. DECKING
AutoCAD SHX Text
P.T. JOIST
AutoCAD SHX Text
1x TRIM BOARD
AutoCAD SHX Text
DBL P.T. RIM BOARD
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
2x TRIM BOARD
AutoCAD SHX Text
MAINTAIN 1/4" VENT OPENING
AutoCAD SHX Text
CORAVENT SV-5 INSECT SCREEN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
CORAVENT SV-5 INSECT SCREEN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
12" EXT. SHEATHING
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
2x TRIM BOARD
AutoCAD SHX Text
MAINTAIN 1/4" VENT OPENING
AutoCAD SHX Text
CORAVENT SV-5 INSECT SCREEN
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
SDC
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
6/1/2021
AutoCAD SHX Text
COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
AutoCAD SHX Text
-
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
PROJECT INFORMATION:
AutoCAD SHX Text
SHEET INFORMATION:
AutoCAD SHX Text
CAP 2014
AutoCAD SHX Text
PROJECT #:
AutoCAD SHX Text
PAW12
AutoCAD SHX Text
BUILDING #:
AutoCAD SHX Text
BUILDING NAME:
AutoCAD SHX Text
FARMS Data:
AutoCAD SHX Text
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AutoCAD SHX Text
1
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. SINK COUNTER
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
11"
AutoCAD SHX Text
11"
AutoCAD SHX Text
9"
AutoCAD SHX Text
9"
AutoCAD SHX Text
2x BLOCKING
AutoCAD SHX Text
SOLID SURFACE APRON
AutoCAD SHX Text
KNEE & TOE CLEARANCE
AutoCAD SHX Text
REMOVABLE SOLID SURFACE PANEL
AutoCAD SHX Text
PLYWOOD COUNTER SUPPORTS @ 30" O.C.
AutoCAD SHX Text
1x3 NAILERS FOR PLYWOOD SUPPORTS
AutoCAD SHX Text
BACKSPLASH RETURN @ ENDS
AutoCAD SHX Text
SOLID SURFACE COUNTER, SINK & BACKSPLASH
AutoCAD SHX Text
2
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. FIBERGLASS HEAD
AutoCAD SHX Text
12" DENSGLASS SHEATHING
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
HEADER (SEE STRUCT)
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
EXT. SHEATHING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
ALUM. DRIP
AutoCAD SHX Text
FIBERGLASS FRAME
AutoCAD SHX Text
JAMB STUDS
AutoCAD SHX Text
12" DENSGLASS SHEATHING
AutoCAD SHX Text
WEATHER BARRIER
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
FIBERGLASS FRAME
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
3
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. FIBERGLASS JAMB @ SIDING
AutoCAD SHX Text
4
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
TYP. DOOR SILL @ SLAB ON GRADE
AutoCAD SHX Text
CONC. SLAB ON GRADE
AutoCAD SHX Text
DOOR AS SCHEDULED
AutoCAD SHX Text
CONC. PAD (PITCH AWAY FROM DOOR)
AutoCAD SHX Text
BOARD & BATTEN SIDING
AutoCAD SHX Text
DOOR AS SCHEDULED
AutoCAD SHX Text
SOLID SURFACE PANEL
AutoCAD SHX Text
SOLID SURFACE PANEL
AutoCAD SHX Text
THRESHOLD SET IN MIN. 3 CONT. BEADS OF SEALANT
AutoCAD SHX Text
FOUNDATION WALL
AutoCAD SHX Text
COMPRESSIBLE FILLER
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
2x4 STUDS @ 16" O.C.
AutoCAD SHX Text
1x4 WD CASING
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
1x4 WD CASING
AutoCAD SHX Text
RAINSCREEN
AutoCAD SHX Text
SDC
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
6/1/2021
AutoCAD SHX Text
COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
AutoCAD SHX Text
-
AutoCAD SHX Text
REVISED:
AutoCAD SHX Text
PROJECT INFORMATION:
AutoCAD SHX Text
SHEET INFORMATION:
AutoCAD SHX Text
CAP 2014
AutoCAD SHX Text
PROJECT #:
AutoCAD SHX Text
PAW12
AutoCAD SHX Text
BUILDING #:
AutoCAD SHX Text
BUILDING NAME:
AutoCAD SHX Text
FARMS Data:
AutoCAD SHX Text
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AutoCAD SHX Text
FRP
AutoCAD SHX Text
1x4 PVC BASE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
TOILET PARTITION
AutoCAD SHX Text
1x4 WOOD TRIM
AutoCAD SHX Text
1x6 T&G BOARDS (VEE GROOVE)
AutoCAD SHX Text
PARTITION SUPPORT BEAM
AutoCAD SHX Text
PANEL JOINT (TYP.)
AutoCAD SHX Text
A2
AutoCAD SHX Text
A10
AutoCAD SHX Text
T2
AutoCAD SHX Text
A5
AutoCAD SHX Text
FRP
AutoCAD SHX Text
1x4 PVC BASE
AutoCAD SHX Text
1x4 WOOD TRIM
AutoCAD SHX Text
1x6 T&G BOARDS (VEE GROOVE)
AutoCAD SHX Text
PARTITION SUPPORT BEAM
AutoCAD SHX Text
PANEL JOINT (TYP.)
AutoCAD SHX Text
A2
AutoCAD SHX Text
A10
AutoCAD SHX Text
U2
AutoCAD SHX Text
1x4 PVC BASE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
TOILET PARTITION
AutoCAD SHX Text
1x4 WOOD TRIM
AutoCAD SHX Text
1x6 T&G BOARDS (VEE GROOVE)
AutoCAD SHX Text
PARTITION SUPPORT BEAM
AutoCAD SHX Text
PANEL JOINT (TYP.)
AutoCAD SHX Text
T1
AutoCAD SHX Text
A5
AutoCAD SHX Text
A1
AutoCAD SHX Text
GB
AutoCAD SHX Text
FRP
AutoCAD SHX Text
EXIST DOOR
AutoCAD SHX Text
1x4 PVC BASE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
TOILET PARTITION
AutoCAD SHX Text
1x4 WOOD TRIM
AutoCAD SHX Text
1x6 T&G BOARDS (VEE GROOVE)
AutoCAD SHX Text
PARTITION SUPPORT BEAM
AutoCAD SHX Text
PANEL JOINT (TYP.)
AutoCAD SHX Text
T1
AutoCAD SHX Text
A1
AutoCAD SHX Text
GB
AutoCAD SHX Text
FRP
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
WOMENS TOI ELEVATIONS
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
MENS TOI. ELEVATIONS
AutoCAD SHX Text
L2
AutoCAD SHX Text
L1
AutoCAD SHX Text
A3
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A3
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A4
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A2
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A2
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A10
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LIGHT
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1x6 T&G BOARDS (VEE GROOVE)
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LIGHTS BEYOND
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PARTITION SUPPORT BEAM
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TOILET PARTITIONS
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1x4 PVC BASE
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GB
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A1
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T1
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A5
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A1
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A5
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T2
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A1
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T2
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A1
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A5
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T2
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1x6 T&G BOARDS (VEE GROOVE)
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LIGHTS BEYOND
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PARTITION SUPPORT BEAM
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TOILET PARTITIONS
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1x4 PVC BASE
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GB
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A1
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T1
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A1
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T2
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U2
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U1
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PANEL JOINT (TYP.)
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OVERHEAD BRACE
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OVERHEAD BRACE
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3
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-
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ACCESSIBLE SHOWER ELEVATIONS
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BENCH
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INTEGRAL BASE
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SOLID SURFACE PANEL
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A6
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BENCH
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INTEGRAL BASE
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SOLID SURFACE PANEL
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A6
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CURB
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A6
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A9
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A8
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S2
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SHOWER ROD
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INTEGRAL BASE
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SOLID SURFACE PANEL
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SHOWER ROD
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A8
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S1
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A6
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INTEGRAL BASE
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SOLID SURFACE PANEL
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BENCH
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INTEGRAL BASE
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SHOWER ROD
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SOLID SURFACE WALL PANEL
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BENCH
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INTEGRAL BASE
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A9
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A6
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SHOWER ROD
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SOLID SURFACE WALL PANEL
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S1
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A8
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INTEGRAL BASE
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A6
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SHOWER ROD
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SOLID SURFACE WALL PANEL
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A6
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SHOWER CURB
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SHOWER CURB
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INTEGRAL BASE
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SHOWER ROD
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SOLID SURFACE WALL PANEL
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A6
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A6
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4
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-
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SHOWER ELEVATIONS
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PANEL JOINT (TYP.)
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1x4 PVC BASE
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1x4 WOOD TRIM
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URINAL SCREEN FLOOR BRACE
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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A9
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A6
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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CORNER BAFFLE (TYP)
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FRP
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EXIST DOOR
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L2
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L1
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A3
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A3
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A4
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A2
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A2
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A10
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LIGHT
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PANEL JOINT (TYP.)
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1x4 PVC BASE
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1x4 WOOD TRIM
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FRP
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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3/8" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 2014
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4
LIGHTING FIXTURE SCHEDULE
FAN SCHEDULE
WATER HEATER SCHEDULE
PLUMBING SCHEDULE
M1.01
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NOTE #1
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EXHAUST FAN (EF-1) ABOVE
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A
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GFI
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GFI
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SHOWER CONTROL PANEL
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A
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A
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A
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A
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A
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A
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A
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B
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B
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B
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B
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B
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B
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C
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C
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C
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C
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ELECTRICAL NOTES 1. VERIFY CONDITION AND CAPACITY OF EXISTING ELECTRICAL SERVICE VERIFY CONDITION AND CAPACITY OF EXISTING ELECTRICAL SERVICE (MINIMUM 100 AMP SERVICE). REMOVE AND REPLACE AS REQUIRED. PROVIDE NEW LIGHTING, POWER AND CONTROL CIRCUITING AS REQUIRED 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL CURRENT ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL CURRENT ELECTRICAL CODES. 3. EXTERIOR LIGHTING TO BE CONTROLLED BY TIMECLOCK. INTERMATIC EXTERIOR LIGHTING TO BE CONTROLLED BY TIMECLOCK. INTERMATIC MODEL T101 OR APPROVED EQUAL 4. PROVIDE LOW VOLTAGE CEILING MOUNTED ULTRASONIC MOTION PROVIDE LOW VOLTAGE CEILING MOUNTED ULTRASONIC MOTION DETECTOR. GREENGATE MODEL OAC-U-1000-R+SP20-MV OR APPROVED EQUAL
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MARK
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MANUFACTURER
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FIXTURE MAKE/MODEL
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A
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METALUX
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B
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METALUX
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C
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HALO
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LAMPING
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MOUNTING
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4-BCLED-LD4-28SL-F-UNV-L830-CD-1
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2-BCLED-LD4-16SL-F-UNV-L830-CD-1
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SLD606-8-30-WH
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32W LED
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18W LED
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12.5W LED
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WALL MOUNTED @ 8'-0" AFF
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WALL MOUNTED @ 8'-0" AFF
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CEILING MOUNTED
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1
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-
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MECHANICAL & ELECTRICAL PLAN
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SIDE WALL EXHAUST GRILLE (TYP)
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EXHAUST GRILLE (TYP)
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EXHAUST LOUVER (LV-1)
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MARK
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SERVICE
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LOCATION
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EF-1
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SHOWERS
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CFM
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STATIC PRESS.
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CHASE
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200
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0.625
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(IN. W.G.)
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MANUFACTURE & MODEL
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MOTOR
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HP
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RPM
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VOLT-PHASE
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1/6
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1800
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115-1
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GREENHECK SQ-80-VG
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MARK
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CAPACITY
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WH-1
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100 GAL.
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BTU PER HR.
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235 GAL.
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199,000
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3/4"
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ELECTRIC
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AMPS
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VOLT-PHASE
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1-1/4"
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10.0
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120-1
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RECOVERY @ 100 DEG. F. RISE
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WATER CONN.
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GAS CONN.
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MANUFACTURE & MODEL
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REMARKS
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A.O. SMITH MODEL BTH-199
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-PROPANE FIRED -POWER VENTED -4" VENT & COMB. AIR PIPES -140 DEG F. DISCHARGE TEMP.
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D
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D
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D
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TIMECLOCK
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NOTE #4
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NOTE #4
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D
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RAB
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BRISKS17L-730
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14W LED
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ABOVE DOOR/BEHIND BEAM/POST
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E
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LEGRAND
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TMHWLECC
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1/4W LED
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MOUNT 24" AFF
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E
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E
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AA
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DUAL-LITE
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LZRDB0605
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2-5W/MR16
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MOUNT TOP 6" T.O. WALL
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BB
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DUAL-LITE
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LZ25DI (25 WATT BATTERY)
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MOUNT TOP 6" BELOW CEILING
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AA
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BB
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2-5W/MR16
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D
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AA
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BB
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D
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WH-1
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WC-1
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WC-1
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WC-1
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WC-1
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WC-2
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WC-2
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URN-1
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URN-2
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MS-1
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LAV-1
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SH-2
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SH-1
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SH-1
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SH-2
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FD-1
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2
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-
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PLUMBING PLAN
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DS-1
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DS-2
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PLUMBING NOTES 1. TIE NEW WATER AND SEWER TO EXISTING SERVICE ENTRANCES. TIE NEW WATER AND SEWER TO EXISTING SERVICE ENTRANCES. PROVIDE CONNECTIONS APPROPRIATE TO TYPE AND MATERIALS OF EXISTING SYSTEMS TO REMAIN. 2. LAYOUT WATER LINES TO PITCH TO DRAIN VALVES TO FACILITATE LAYOUT WATER LINES TO PITCH TO DRAIN VALVES TO FACILITATE SEASONAL DRAIN DOWN.
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TRASH
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TRASH
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NOTES: 1 - SCHEDULE INDICATES FIXTURES SELECTED AS THE BASIS OF DESIGN, ALTERNATIVES WILL BE ACCEPTED IF EQUAL OR BETTER QUALITY. 2 - PROVIDE ALL NECESSARY TRIM AND FITTINGS REQUIRED FOR A COMPLETE INSTALLATION 3 - WATER PIPING SHALL BE INSTALLED TO ALLOW FOR SEASONAL DRAIN DOWN OF THE WATER SYSTEM. PROVIDE DRAIN VALVES AS REQUIRED AT LOW POINTS. DRAIN VALVES SHALL BE LOCATED TO LIMIT PUBLIC ACCESS
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WC-1
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MARK
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DESCRIPTION
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ACCESSORIES & NOTES
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MANUFACTURER - MODEL #
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WHITE
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COLOR & FINISH
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TOILET
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AMERICAN STANDARD: MADERA MODEL #2854.016
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FLUSH VALVE: SLOAN ROYAL FLUSHOMETER 1121-1.6, TOILET SEAT: AMERICAN STANDARD MODEL #5901.100
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WC-2
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WHITE
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ACCESSIBLE TOILET
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FLUSH VALVE: SLOAN ROYAL FLUSHOMETER 1121-1.6, TOILET SEAT: AMERICAN STANDARD MODEL #5901.100
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URN-1
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WHITE
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URINAL
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AMERICAN STANDARD: WASHBROOK FLOWISE MODEL #6590.001
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FLUSH VALVE: SLOAN ROYAL FLUSHOMETER 186-0.125, CARRIER: WATTS MODEL CA-321 STANDARD MOUNTING HEIGHT
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URN-2
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WHITE
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ACCESSIBLE URINAL
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AMERICAN STANDARD: WASHBROOK FLOWISE MODEL #6590.001
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FLUSH VALVE: SLOAN ROYAL FLUSHOMETER 186-0.125, CARRIER: WATTS MODEL CA-321 ACCESSIBLE MOUNTING HEIGHT
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LAV-1
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COUNTER SINK
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CORIAN: ADA-COMPLIANT MODEL #810
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FAUCET: SYMMONS SYMMETRIX S-20-2-0.5, TRAP: CHROME PLATED, MIXING VALVE: SYMMONS MAXLINE 7-210-CK-W, PIPE COVERS: TRUEBRO LAV GUARD 2 E-Z SERIES
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AS SELECTED BY ARCHITECT
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MS-1
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LAUNDRY TUB
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E.L. MUSTEE & SONS: UTILITUB MODEL #18F
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FAUCET: SYMMONS SYMMETRIX S-249 WITH HOSE & HOSE BRACKET
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WHITE
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SH-1
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SHOWER
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CUSTOM
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DRAIN: WATTS FD-1100-A-2-NH-A5-7, HEAD: SYMMONS SAFETYMIX 4-151, CONTROLS: SYMMONS SAFETYMIX 4-500-BX-VP, COIN-OP: FLUID MANUFACTURING COIN OPERATED CONTROL VALVE SYSTEM.
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SH-2
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ACCESSIBLE SHOWER
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CUSTOM
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FD-1
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FLOOR DRAIN
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ZURN: MODEL FD2-TSP-VP
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TRAP PRIMER: PRECISION PLUMBING PRODUCTS PR-500
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FAUCET: ADVANCE TABCO HEAVY DUTY MODEL K-118, 12" SPOUT; STAINLESS STEEL STRAINER AND DRAIN BODY; PROVIDE 1 FAUCET PER BOWL.
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STAINLESS STEEL
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STAINLESS STEEL
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DRAIN: WATTS FD-1100-A-2-NH-A5-7, HEAD: SYMMONS SAFETYMIX 4-151 (2 HEADS @ ADA), CONTROLS: SYMMONS SAFETYMIX 4-500-BX-VP, DIVERTER VALVE: SYMMONS MODEL 2DIV, COIN-OP: FLUID MANUFACTURING COIN OPERATED CONTROL VALVE SYSTEM.
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DS-1
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DS-2
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DISH SINK
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DISH SINK
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LAV-1
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LAV-1
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LAV-1
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FD-1
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FD-1
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FD-1
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ADVANCE TABCO: VKCT-246 WITH TA-11A-2 BOWLS AND ADJUSTABLE LEGS MOUNTED AT ACCESSIBLE HEIGHT
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ADVANCE TABCO: VKCT-246 WITH TA-11B-2 BOWLS AND ADJUSTABLE LEGS MOUNTED AT ACCESSIBLE HEIGHT
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FAUCET: ADVANCE TABCO HEAVY DUTY MODEL K-118, 12" SPOUT; STAINLESS STEEL STRAINER AND DRAIN BODY; PROVIDE 1 FAUCET PER BOWL.
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AS SELECTED BY ARCHITECT
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AS SELECTED BY ARCHITECT
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AMERICAN STANDARD: MADERA MODEL #2854.016
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SDC
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DRAWN BY:
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SCALE:
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DATE:
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1/4" = 1'-0"
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6/1/2021
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COPYRIGHT © BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT BY STATE OF NEW HAMPSHIRE DEPARTMENT OF RESOURCES & ECONOMIC DEVELOPMENT ALL RIGHTS RESERVED NO REPRODUCTION WITHOUT PERMISSION
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-
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REVISED:
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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1632
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PROJECT #:
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PAW12
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Toilet Bldg #4