shower-toilet building renovations - … · 2017-07-17 · run in straight lines parallel and...
TRANSCRIPT
COVER SHEET & NOTES
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
MECHANICAL, ELECTRICAL & PLUMBING
M1.01 MECHANICAL, ELECTRICAL AND PLUMBING PLANS
PROJECT #: CAP 1632
STATE OF NEW HAMPSHIREDEPARTMENT OF RESOURCES AND ECONOMIC DEVELOPMENT
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 - ALL OPENINGS IN MASONRY CONSTRUCTION ARE DIMENSIONED TO THE FACE OF MASONRY
6 - ALL ANGLES SHOWN ON THE PLANS ARE 45°, UNLESS NOTED OTHERWISE.
7 - 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.
8 - 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.
9 - 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.
10 - 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.
11 - THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CUTTING AND PATCHING REQUIRED FOR
TRADES THAT ARE REQUIRED BY THE SCOPE OF WORK.
12 - FURNISH AND INSTALL ALL TEMPORARY FENCING OR OTHER SAFETY FEATURES REQUIRED TO PROTECT THE
PUBLIC, EXISTING BUILDING AND NEW WORK.
NOTES:
DIVISION OF PARKS AND RECREATION
SHOWER-TOILET BUILDING RENOVATIONS
MOOSE BROOK STATE PARKGORHAM, NEW HAMPSHIRE
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CONSTRUCTION DOCUMENTS
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7/7/2017
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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
TO WOOD
SILL PLATE TOEDGE NAIL
SPACING
MINIMUM NAIL
PENETRATION SIZE
NAIL
(a)
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 = MATCH EXIST (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 & SITE ACTUAL CONDITIONS TO BE 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. CJ INDICATES SLAB CONTROL JOINT. CJ INDICATES SLAB CONTROL JOINT. 4. WATER STOPS ARE REQUIRED AT ALL CONSTRUCTION JOINTS IN THE FOUNDATION WALLS. WATER STOPS ARE REQUIRED AT ALL CONSTRUCTION JOINTS IN THE FOUNDATION WALLS. 5. 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
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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 2-2x6. UNLESS OTHERWISE NOTED ON PLANS. ALL POSTS TO BE A MINIMUM OF 2-2x6. UNLESS OTHERWISE NOTED ON PLANS. 7. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE & PROFILES. 8. DENOTES A SHEAR WALL. SEE SHEAR WALL SCHEDULE FOR INFORMATION. ALL EXTERIOR WALLS ARE TYPE 1 SHEAR WALLS U.O.N ON DRAWINGS. 9. INDICATES WOOD STUD BEARING/SHEAR WALLS INDICATES WOOD STUD BEARING/SHEAR WALLS
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F.D. - " (TYP)12" (TYP)
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EXIST PIERS TO REMAIN (TYP)
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SLOPE 1:12 MAX
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SLOPE 1:12 MAX
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10 SONOTUBE (TYP)
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8x8 TIMBER BM
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8x8 TIMBER BM
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8x8 TIMBER BM
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8x8 TIMBER BM
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TIMBER FRAME (SEE ELEVATION)
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EXIST RAFTERS TO REMAIN
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EXIST RAFTERS TO REMAIN
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8x8 TIMBER BM
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8x8 TIMBER BM
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TIMBER FRAME (SEE ELEVATION)
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2x8 RAFTERS @ 16" O.C.
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2x8 RAFTERS @ 16" O.C.
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2x10 RIDGE BD
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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SISTER NEW RAFTER TO EXIST
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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BUILT-UP POST
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BUILT-UP POST
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8x8 POST (TYP)
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2x8 RAFTERS @ 16" O.C.
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2x8 RAFTERS @ 16" O.C.
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DBL RAFTERS
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DBL RAFTERS
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DBL RAFTERS
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DBL RAFTERS
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DBL 2x HDR
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DBL 2x HDR
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DBL 2x HDR
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BUILT-UP POST (TYP)
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8x8 TIMBER POST (TYP)
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TYP
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TYP
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TYP
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SIM
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SIM
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2-2x6 BM
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2-2x6 BM
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2x6 LEDGER
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2x6 LEDGER
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2x6 JOIST @ 16" O.C.
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FOUNDATION PLAN
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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 = AT GRADE
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4x12 PARTITION SUPPORT BM
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4x12 PARTITION SUPPORT BM
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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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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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7/7/2017
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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 1632
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PROJECT #:
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MBR03
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building
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SLAB CONFIG. @ CJ
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CJ PER PLAN
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CONC. SLAB PER PLAN
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BEARING WALL PER PLAN
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2x6 P.T. SILL W/ " x12" LG 12" x12" LGANCHOR BOLTS @ 32" O.C.
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T.O. PIER
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SEE ARCH'L
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10" 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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SIMPSON "ABU" (SS OR HDG) W/ONE " AB (SS OR HDG)58" AB (SS OR HDG)
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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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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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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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2-2x4 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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DETAIL
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6"
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6"
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POST AS OCCURS PER PLAN
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6"
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6"
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DETAIL
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SIMPSON "ABU" (SS OR HDG) W/ONE " AB (SS OR HDG)58" AB (SS OR HDG)
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POST AS OCCURS PER PLAN
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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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DETAIL
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8"
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8"
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EXTERIOR GRADE OR WALKWAY
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#4 CONT. @ TOP
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CONC. SLAB PER PLAN
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1" CHAMFER
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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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SIMPSON "ABU" (SS OR HDG) W/ONE " AB (SS OR HDG)58" AB (SS OR HDG)
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6"
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6"
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POST AS OCCURS PER PLAN
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CONC. SLAB/GRADE PER PLAN
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THICKEN PIER TO MATCH EDGE OF SLAB
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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/ " 12" ANCHOR RODS @ 48" O.C.
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PROVIDE A LAYER OF BITUTHANE BETWEEN LEDGER & WALL
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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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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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SEE ARCH'L FOR 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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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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NOTE: ACTUAL SLOPE MAY VARY FROM WHAT IS SHOWN PICTORIALLY
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"H2.5" OR "H1" PER RAFTER (ALT: SIMPSONS "SDWC 15600" SCREW)
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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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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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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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7/7/2017
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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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MBR03
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building
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
GIRLSC103
MENB106
BOYSC102
MENB106
WOMENB105
RESTROOMB106
RESTROOMB106
EXIT
B106
FAMILYB106
NO SMOKING STAIRS
USE STAIRSIN CASE OF FIRE
ENTRANCE
FAMILY
REFUGEAREA OF
·
·
TYPE A TYPE B TYPE 1
TYPE A - FIXED WOOD FRAME TYPE B - OPERABLE SKYLIGHT TYPE C - OPERABLE SKYLIGHT
DOOR CLEARANCES
ABBREVIATIONSGRAPHICS LEGEND
SYMBOLS LEGEND
A0.01
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SIGN SCHEDULE
DOOR AND FRAME TYPES
SCHEDULES
WINDOW 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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SYMMETRICAL
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SYM.
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ESTIMATED
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EST.
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ELEV.
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E.W.C.
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FLUOR.
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F.E.C.
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G.W.B.
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GALV.
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G.M.M.B.
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HDWR.
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HVAC
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HDWD
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HORIZ.
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H.D.
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HT.
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H.C.
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H.M.
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GL.
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GA.
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G.C.
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FND.
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FTG.
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F.P.
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F/O
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F.F.
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F.E.
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F.G.
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F.D.
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FIN.
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FLR.
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F.T.
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FUT.
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FL.
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F/F
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EQ.
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EJ.
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EA.
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E.P.
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HEAVY DUTY
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HEATING, VENTILATION
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HOLLOW METAL
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HOLLOW CORE
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HORIZONTAL
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HARDWOOD
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HEIGHT
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FIRE EXTINGUISHER CABINET
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FIRE EXTINGUISHER
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ELECTRICAL PANEL BOARD
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ELECTRIC WATER COOLER
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GENERAL CONTRACTOR
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GYPSUM WALL BOARD
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GLASS MESH MORTAR BOARD
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FACE TO FACE
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FLUORESCENT
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EXPANSION JOINT
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FIRE TREATED
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FINISH FLOOR
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FIBERGLASS
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FLOOR DRAIN
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FOUNDATION
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GALVANIZED
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FIRE PROOFING
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GAUGE
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GLASS
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HARDWARE
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FOOTING
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FACE OF
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FINISH
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FLOOR
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FLOOR
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FUTURE
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ELEVATOR
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EQUAL
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EACH
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V.C.T.
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VINYL COMPOSITE TILE
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WITH
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WATER PROOF
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WITHOUT
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WATER CLOSET
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WIRE GLASS
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WOOD
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WELDED WIRE FABRIC
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WD.
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W.P.
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W/O
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W.C.
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W.W.F.
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W.G.
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W/
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SOLID CORE
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SQUARE
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COEFFICIENT
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STORAGE
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TACKBOARD
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TELEPHONE
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THICKNESS
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STANDARD
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TOILET PAPER
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TOP OF
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TELEVISION
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TYPICAL
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UNDERCUT
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VERTICAL
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VERIFY
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TOUCH UP
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SPECIFICATION/SPECIFIED
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SOUND TRANSMISSION
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STRUCTURAL/STRUCTURE
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SUSPENDED ACOUSTIC TILE
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TOP AND BOTTOM
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TONGUE AND GROOVE
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TEMPERED/TEMPERATURE
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UNLESS NOTED OTHERWISE
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TRANSITION STRIP
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VAPOR BARRIER
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VERIFY IN FIELD
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U.C.
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U.N.O.
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VERT.
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VFY.
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V.I.F.
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V.B.
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T&B
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T&G
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TEMP.
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TYP.
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T.U.
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T.S.
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T.V.
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S.A.T.
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TELE.
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THK.
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T.P.
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T.O.
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T.B.
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SPEC.
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STOR.
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STRUCT.
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STD.
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STC
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S.C.
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SQ.
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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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ANODIZED
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ANOD.
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APP'D
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AUTO
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BLDG.
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BSMT.
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BLKG.
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C.M.U.
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CIRC.
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CONC.
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CONT.
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CORR.
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C.U.H.
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DEMO.
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DIAG.
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E.I.F.S.
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ELEC.
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EMER.
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EQPT.
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COL.
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EL.
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EXH.
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E.F.
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E.W.
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EX.
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EXT.
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EXP.
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DIM.
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DN.
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DBL.
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DWG.
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DR.
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D/W
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DTL.
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D.F.
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DIA.
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DIV.
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CTV.
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C/C
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C.P.
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C.Y.
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B.P.
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CM.
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CLR.
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CLG.
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C.J.
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C.F.
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C.B.
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CPT.
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C.B.
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CEM.
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C.T.
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C.L.
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B.S.
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CAB.
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B.M.
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BIT.
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B.O.
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BOT.
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BRG.
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B.W.
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BD.
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BEJ
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COLUMN
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CONTINUOUS
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CORRUGATED
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CABLE TELEVISION
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COAT PEGS
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DIVIDE/DIVISION
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DISHWASHER
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EACH FACE
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ELECTRICAL
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CENTER TO CENTER
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CABINET UNIT HEATER
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DEMOLISH/DEMOLITION
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DRINKING FOUNTAIN
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EXPOSED/EXPANSION
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EXTERIOR INSUL. FINISH SYSTEM
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EMERGENCY
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ELEVATION
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EXISTING
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EXHAUST
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EACH WAY
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EQUIPMENT
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DOWN
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DIMENSION
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DOUBLE
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DRAWING
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EXTERIOR
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DOOR
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DIAMETER
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DETAIL
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DIAGONAL
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CONCRETE
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BENCH MARK
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BOTH WAYS
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BITUMINOUS
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BEARING PLATE
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BOTH SIDES
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CATCH BASIN
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CERAMIC TILE
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CHALKBOARD
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CONTROL JOINT
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CUBIC FEET
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CENTER LINE
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BY OWNER/BY OTHER
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CONCRETE MASONRY UNIT
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CONSTRUCTION MANAGER
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BUILDING EXPANSION JOINT
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CIRCULAR
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CLEAR
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CEILING
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CABINET
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CARPET
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CEMENT
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BOTTOM
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BEARING
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BASEMENT
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BLOCKING
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APPROVED
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AUTOMATIC
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BOARD
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BUILDING
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ARCH.
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A.F.F.
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ALUM.
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A.P.
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A/C
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ADJ.
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AGG.
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ALT.
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A.B.
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ACCESS PANEL
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ARCHITECT (URAL)
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ABOVE FINISH FLOOR
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AIR CONDITIONING
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ADJUSTABLE
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ANCHOR BOLT
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ALUMINUM
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AGGREGATE
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ALTERNATE
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NOISE REDUCTION COEFFICIENT
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PAIR
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PR.
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SQUARE FOOT
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PLASTIC LAMINATE
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POLY VINYL CHLORIDE
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PRESSURE TREATED
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RETURN AIR PLENUM
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STEEL
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SUSPENDED
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PAVEMENT
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PERFORATED
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PLYWOOD
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PAINTED
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PERIMETER
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PARTITION
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PLATE
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PLUMBING
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PREFINISHED
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QUARRY TILE
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REQUIRED
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REFERENCE
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REINFORCE
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RIGHT HAND
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ROOM
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REFRIGERATOR
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REVERSE (D)
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ROOF DRAIN
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SHEET
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SIMILAR
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ROUGH OPENING
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RADIUS
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R.D.
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SHT.
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SIM.
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R.O.
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R.A.P.
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STL.
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SUSP.
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S.F.
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R.H.
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REF.
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REV.
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R, RAD.
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REQ'D
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REF.
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REINF.
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RM.
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P.L., PLAS. LAM.
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PART.
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PLUMB.
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PREFIN.
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Q.T.
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PL.
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P.T.
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PVMT.
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PERF.
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PLYWD.
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P.V.C.
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PTD.
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PERIM.
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OUTSIDE DIAMETER
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OPPOSITE
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MASONRY
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MAXIMUM
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MARKER BOARD
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MANUFACTURER
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MECHANICAL
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MEDIUM
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MINIMUM
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MOLDING
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METAL
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NATURAL
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NOT TO SCALE
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NUMBER
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OVERALL
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OPENING
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OVERHEAD
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ON CENTER
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MISCELLANEOUS
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MEDICINE CABINET
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MASONRY OPENING
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NOT IN CONTRACT
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OUTSIDE TO OUTSIDE
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MOISTURE RESISTANT
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O/C, O.C.
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OPP.
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O.H.
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O/O
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OPNG.
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O.D.
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NAT.
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N.R.C.
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N.T.S.
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N.I.C.
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NO.
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O.A.
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MFR.
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M.O.
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MECH.
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MED.
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MLDG.
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MTL.
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M.R.
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MISC.
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MAS.
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MAX.
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M.C.
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M.B.
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MIN.
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INCLUDE (ING)
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INSULATION
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INTERIOR
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INSIDE DIAMETER
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INVERT
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JANITOR
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KITCHEN
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KNOCK OUT
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LEFT HAND
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JOINT
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KILN DRIED/KNOCK DOWN
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LINEAR FOOT
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LAVATORY
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LIGHT
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LENGTH, WIDTH, HEIGHT
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INV.
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K.O.
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LAV.
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LxWxH
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L.F.
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LT.
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L.H.
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JAN.
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K.D.
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kIT.
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JT.
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INCL.
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INSUL.
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INT.
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I.D.
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' # & d " @ °±
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FEET POUNDS, NUMBER AND ANGLE PENNY INCHES AT ROUND, DIAMETER PROPERTY LINE, PLATE CENTERLINE DEGREES PLUS OR MINUS
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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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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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ALUM
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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
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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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INTEGRAL
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DENSGLASS
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SOLID SURFACE
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FRP
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-
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102
AutoCAD SHX Text
3-0x7-0
AutoCAD SHX Text
FRP
AutoCAD SHX Text
B
AutoCAD SHX Text
ALUM
AutoCAD SHX Text
-
AutoCAD SHX Text
1 3/4
AutoCAD SHX Text
-
AutoCAD SHX Text
FRAME TYPE
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
HEAD
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
JAMB
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SILL
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
HARDWARE SET
AutoCAD SHX Text
SET #1
AutoCAD SHX Text
SET #2
AutoCAD SHX Text
-
AutoCAD SHX Text
102
AutoCAD SHX Text
SHOWER
AutoCAD SHX Text
RESINOUS
AutoCAD SHX Text
INTEGRAL
AutoCAD SHX Text
DENSGLASS
AutoCAD SHX Text
SOLID SURFACE
AutoCAD SHX Text
FRP
AutoCAD SHX Text
CEILING HEIGHT
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
-
AutoCAD SHX Text
103
AutoCAD SHX Text
JAN. CLO.
AutoCAD SHX Text
SEALED CONC.
AutoCAD SHX Text
-
AutoCAD SHX Text
WOOD STUD
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
-
AutoCAD SHX Text
103
AutoCAD SHX Text
3-0x7-0
AutoCAD SHX Text
HM
AutoCAD SHX Text
A
AutoCAD SHX Text
HM
AutoCAD SHX Text
-
AutoCAD SHX Text
1 3/4
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
104
AutoCAD SHX Text
3-0x7-0
AutoCAD SHX Text
FRP
AutoCAD SHX Text
B
AutoCAD SHX Text
ALUM
AutoCAD SHX Text
-
AutoCAD SHX Text
1 3/4
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SET #3
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SET #2
AutoCAD SHX Text
-
AutoCAD SHX Text
104
AutoCAD SHX Text
SHOWER
AutoCAD SHX Text
RESINOUS
AutoCAD SHX Text
INTEGRAL
AutoCAD SHX Text
DENSGLASS
AutoCAD SHX Text
SOLID SURFACE
AutoCAD SHX Text
FRP
AutoCAD SHX Text
-
AutoCAD SHX Text
105
AutoCAD SHX Text
H/C SHOWER
AutoCAD SHX Text
RESINOUS
AutoCAD SHX Text
INTEGRAL
AutoCAD SHX Text
DENSGLASS
AutoCAD SHX Text
SOLID SURFACE
AutoCAD SHX Text
FRP
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
-
AutoCAD SHX Text
106
AutoCAD SHX Text
CHASE
AutoCAD SHX Text
WD PLANK
AutoCAD SHX Text
-
AutoCAD SHX Text
WOOD STUD
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
STAIN EXIST W00D BOARDS
AutoCAD SHX Text
107
AutoCAD SHX Text
WOMENS TOI
AutoCAD SHX Text
RESINOUS
AutoCAD SHX Text
INTEGRAL
AutoCAD SHX Text
GWB
AutoCAD SHX Text
FRP/PAINTED
AutoCAD SHX Text
PAINTED GWB
AutoCAD SHX Text
-
AutoCAD SHX Text
108
AutoCAD SHX Text
CHASE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
-
AutoCAD SHX Text
WOOD STUD
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
EXPOSED
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
109
AutoCAD SHX Text
MENS TOI
AutoCAD SHX Text
RESINOUS
AutoCAD SHX Text
INTEGRAL
AutoCAD SHX Text
GWB
AutoCAD SHX Text
FRP/PAINTED
AutoCAD SHX Text
PAINTED GWB
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
STAIN EXIST W00D BOARDS
AutoCAD SHX Text
-
AutoCAD SHX Text
105
AutoCAD SHX Text
3-0x7-0
AutoCAD SHX Text
FRP
AutoCAD SHX Text
B
AutoCAD SHX Text
ALUM
AutoCAD SHX Text
-
AutoCAD SHX Text
1 3/4
AutoCAD SHX Text
-
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
SET #1
AutoCAD SHX Text
MODIFY HEIGT AS REQ'D
AutoCAD SHX Text
x107
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
MODIFY HEIGT AS REQ'D
AutoCAD SHX Text
x109
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
ETR
AutoCAD SHX Text
38"
AutoCAD SHX Text
38"
AutoCAD SHX Text
MARGIN AREA
AutoCAD SHX Text
ACRYLIC BACK
AutoCAD SHX Text
132" RAISED SYMBOLS CHEMICALLY WELDED TO ACRYLIC CORE
AutoCAD SHX Text
DEMARCATION LINE RAISED & CHEMICALLY WELDED TO ACRYLIC CORE
AutoCAD SHX Text
132" RAISED TEXT CHEMICALLY WELDED TO ACRYLIC CORE
AutoCAD SHX Text
RADIUS CORNER
AutoCAD SHX Text
GRADE II BRAILLE BEADS RAISED "132"
AutoCAD SHX Text
TYPICAL SIGN DESIGN
AutoCAD SHX Text
TYPICAL SIGN CONFIGURATIONS
AutoCAD SHX Text
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 ROOM SHALL BE IDENTIFIED AS "MEN", "WOMEN" OR "SHOWER" AS NOTED ON PLANS. ALL TOILET ROOM SHALL BE IDENTIFIED AS "MEN", "WOMEN" OR "SHOWER" AS NOTED ON PLANS. ACCESSIBLE TOILET & SHOWER ROOM SIGNS SHALL CONTAIN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2. "EXIT" SIGNS SHALL BE PROVIDED ADJACENT TO ALL DOORS WITH LIGHTED EXIT SIGNS AND AT ALL "EXIT" SIGNS SHALL BE PROVIDED ADJACENT TO ALL DOORS WITH LIGHTED EXIT SIGNS AND AT ALL EGRESS DOORS INTO STAIR ENCLOSURES. 3. 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".
AutoCAD SHX Text
1
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
DOOR TYPES
AutoCAD SHX Text
2
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
FRAME TYPES
AutoCAD SHX Text
FRP
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
SDC
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
7/7/2017
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
MBR03
AutoCAD SHX Text
BUILDING #:
AutoCAD SHX Text
BUILDING NAME:
AutoCAD SHX Text
FARMS Data:
AutoCAD SHX Text
Shower-Toilet Building
AutoCAD SHX Text
NTS
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
NTS
AutoCAD SHX Text
3/8" = 1'-0"
US
UTILITY SINK
U1
URINAL
U2
URINAL
T1
TANKLESS TOILET -
FLOOR MTD. T2
TANKLESS TOILET -
FLOOR MTD. FD
FLOOR DRAIN
A2
PAPER TOWEL
DISPENSER A3
MIRROR @ SINK
/COUNTER GB
GRAB BARS
A4
SOAP DISPENSER
@ SINK/COUNTER A6
HOOKS
A1
TOILET PAPER
DISPENSER A7
MOP HOLDER
A5
SANITARY NAPKIN
DISPOSAL
FIX
TU
RE
S
CH
ED
UL
EA
CC
ES
SO
RY
S
CH
ED
UL
E
A8
SOAP DISH
A9
COIN OPERATOR
SHOWER CONTROL S1
TOILET STALL
S2
TOILET STALL
L1
COUNTER
LAVATORY L2
COUNTER
LAVATORY
A10
BABY CHANGING
STATION
S1
SHOWER
S2
SHOWER
A0.02
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AutoCAD SHX Text
FLOOR MTD. STD. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ACCESSIBLE HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
17"
AutoCAD SHX Text
17"
AutoCAD SHX Text
17"
AutoCAD SHX Text
17"
AutoCAD SHX Text
STANDARD HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ACCESSIBLE HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
16" MIN.
AutoCAD SHX Text
16" MIN.
AutoCAD SHX Text
STANDARD HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
1'-3"
AutoCAD SHX Text
1'-3"
AutoCAD SHX Text
ADJACENT FIXTURE
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
13 "12"
AutoCAD SHX Text
13 "12"
AutoCAD SHX Text
RECESSED
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
PITCH TO DRAIN ( " PER FT MAX.)14" PER FT MAX.)
AutoCAD SHX Text
FLUSH CONTROL ON OPEN SIDE
AutoCAD SHX Text
FLUSH CONTROL ON OPEN SIDE
AutoCAD SHX Text
PITCH TO DRAIN ( " PER FT MAX.)14" PER FT MAX.)
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ACCESSIBLE HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
18"
AutoCAD SHX Text
18"
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
48" MAX. @ 20" COUNTER
AutoCAD SHX Text
4'-0" MAX.
AutoCAD SHX Text
4'-0" MAX.
AutoCAD SHX Text
NOTE: WHERE THE REACH IS UNOBSTRUCTED MOUNTING HEIGHT SHALL BE BETWEEN 15" MIN. & 48" MAX.
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
4'-0"
AutoCAD SHX Text
SURFACE MTD. STANDARD HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
SURFACE MTD. ACCESS HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
STANDARD HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
COMPARTMENT DOOR
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
56" MIN @ WALL HUNG
AutoCAD SHX Text
56" MIN @ WALL HUNG
AutoCAD SHX Text
56" MIN @ WALL HUNG
AutoCAD SHX Text
56" MIN @ WALL HUNG
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
COMPARTMENT DOOR
AutoCAD SHX Text
ACCESSIBLE
AutoCAD SHX Text
42" MIN.
AutoCAD SHX Text
42" MIN.
AutoCAD SHX Text
TOE CLEARANCE
AutoCAD SHX Text
OVERHEAD BRACE
AutoCAD SHX Text
TOE CLEARANCE
AutoCAD SHX Text
SELF-CLOSING DOOR
AutoCAD SHX Text
4'-0" MAX.
AutoCAD SHX Text
4'-0" MAX.
AutoCAD SHX Text
5'-6"
AutoCAD SHX Text
5'-6"
AutoCAD SHX Text
AS OCCUR (SEE ELEVATIONS)
AutoCAD SHX Text
ACCESSIBLE HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
PIPE INSUL.
AutoCAD SHX Text
LEVER HANDLES
AutoCAD SHX Text
STANDARD HEIGHT
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
1'-3"
AutoCAD SHX Text
1'-3"
AutoCAD SHX Text
ADJACENT FIXTURE
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
AutoCAD SHX Text
21" MIN.
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
SURFACE MTD. ACCESS. HGT.
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ACCESSIBLE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
SIDE
AutoCAD SHX Text
ROD & CURTAIN
AutoCAD SHX Text
DIVERTER VALVE
AutoCAD SHX Text
ROD & CURTAIN
AutoCAD SHX Text
CURB
AutoCAD SHX Text
SDC
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
7/7/2017
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
MBR03
AutoCAD SHX Text
BUILDING #:
AutoCAD SHX Text
BUILDING NAME:
AutoCAD SHX Text
FARMS Data:
AutoCAD SHX Text
Shower-Toilet Building
H/C SHOWER
SHOWER JAN. CLO. SHOWER
H/C SHOWER
CHASE
CHASE
WOMENS TOI
MENS TOI
A1.01
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AutoCAD SHX Text
RAMP UP
AutoCAD SHX Text
RAMP UP
AutoCAD SHX Text
EXIST. PLANK FLR TO REMAIN
AutoCAD SHX Text
CLNG HUNG PHENOLIC PARTITIONS
AutoCAD SHX Text
EXHAUST FAN ABOVE
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
ICE & WATER SHIELD
AutoCAD SHX Text
ICE & WATER SHIELD (FULL COVERAGE)
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
COLUMN BELOW (TYP)
AutoCAD SHX Text
WALL BELOW (TYP)
AutoCAD SHX Text
LIGHT TUBE
AutoCAD SHX Text
LIGHT TUBE
AutoCAD SHX Text
RIDGE SHINGLES (TYP)
AutoCAD SHX Text
1
AutoCAD SHX Text
A2.01
AutoCAD SHX Text
4
AutoCAD SHX Text
A2.01
AutoCAD SHX Text
A2.01
AutoCAD SHX Text
3
AutoCAD SHX Text
A2.01
AutoCAD SHX Text
2
AutoCAD SHX Text
A3.01
AutoCAD SHX Text
D
AutoCAD SHX Text
A3.01
AutoCAD SHX Text
A
AutoCAD SHX Text
A3.01
AutoCAD SHX Text
C
AutoCAD SHX Text
A3.01
AutoCAD SHX Text
E
AutoCAD SHX Text
A3.01
AutoCAD SHX Text
B
AutoCAD SHX Text
101
AutoCAD SHX Text
101
AutoCAD SHX Text
102
AutoCAD SHX Text
105
AutoCAD SHX Text
104
AutoCAD SHX Text
102
AutoCAD SHX Text
103
AutoCAD SHX Text
104
AutoCAD SHX Text
105
AutoCAD SHX Text
106
AutoCAD SHX Text
108
AutoCAD SHX Text
107
AutoCAD SHX Text
109
AutoCAD SHX Text
103
AutoCAD SHX Text
x107
AutoCAD SHX Text
x109
AutoCAD SHX Text
MATCH EXIST ROOF PITCH
AutoCAD SHX Text
MATCH EXIST ROOF PITCH
AutoCAD SHX Text
MATCH EXIST ROOF PITCH
AutoCAD SHX Text
MATCH EXIST ROOF PITCH
AutoCAD SHX Text
SKYLIGHT (TYP)
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
5'-4"±
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
4
AutoCAD SHX Text
2x4 INFILL WALL (TYP)
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
A5.01
AutoCAD SHX Text
11
AutoCAD SHX Text
L1
AutoCAD SHX Text
L2
AutoCAD SHX Text
T1
AutoCAD SHX Text
T2
AutoCAD SHX Text
T2
AutoCAD SHX Text
T2
AutoCAD SHX Text
U1
AutoCAD SHX Text
U2
AutoCAD SHX Text
US
AutoCAD SHX Text
FD
AutoCAD SHX Text
FD
AutoCAD SHX Text
FD
AutoCAD SHX Text
FD
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
T1
AutoCAD SHX Text
T2
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
A2
AutoCAD SHX Text
A2
AutoCAD SHX Text
A3
AutoCAD SHX Text
A3
AutoCAD SHX Text
A3
AutoCAD SHX Text
A3
AutoCAD SHX Text
A4
AutoCAD SHX Text
A4
AutoCAD SHX Text
A5
AutoCAD SHX Text
A5
AutoCAD SHX Text
A5
AutoCAD SHX Text
A5
AutoCAD SHX Text
A6
AutoCAD SHX Text
A6
AutoCAD SHX Text
A6
AutoCAD SHX Text
A6
AutoCAD SHX Text
A7
AutoCAD SHX Text
A8
AutoCAD SHX Text
A8
AutoCAD SHX Text
A8
AutoCAD SHX Text
A8
AutoCAD SHX Text
A9
AutoCAD SHX Text
GRAB BARS (3-SIDES)
AutoCAD SHX Text
GRAB BARS (3-SIDES)
AutoCAD SHX Text
GB
AutoCAD SHX Text
GB
AutoCAD SHX Text
DISH WASH SINKS (SEE PLUMB DWGS)
AutoCAD SHX Text
PHENOLIC URINAL SCREEN
AutoCAD SHX Text
S1
AutoCAD SHX Text
S1
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
S1
AutoCAD SHX Text
S2
AutoCAD SHX Text
A2
AutoCAD SHX Text
A2
AutoCAD SHX Text
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.
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NEW FRP FINISH THESE WALLS
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PHENOLIC BENCH (TYP)
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x2
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x2
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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 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 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. 4 - 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 REMAIN (IF NO NEW FINISH IS SCHEDULED). 6 - 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. 8 - 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. 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 EXISTING DOOR. CUT DOWN DOOR AS REQUIRED TO CLEAR NEW FLOOR ELEVATION AND REINSTALL. FINISHES FN1 - REMOVE TOILET PARTITIONS, URINAL PARTITIONS AND ALL APPURTENANCES COMPLETE THROUGHOUT FN2 - REMOVE EXISTING FLOOR TILE AND SUB FLOOR COMPLETE DOWN TO EXISTING 2x PLANKS. ROOFS R1 - REMOVE EXISTING ROOFING 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 FOR REINSTALLATION. COORDINATE NEW LOCATION WITH OWNER.
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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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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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7/7/2017
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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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MBR03
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building
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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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FLOOR PLAN
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3
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ROOF PLAN
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T.O. PLANK
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T.O. PLATE
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T.O. PLANK
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T.O. PLATE
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TIMBER FRAME
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NEW EXHAUST LOUVER
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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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REAR ELEVATION
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4
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RIGHT ELEVATION
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1
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A
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A
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EXIST. SCREENS TO REMAIN (TYP)
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FLASHING
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6x6 TIMBER BM & KING POST
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1x4 TRIM BD
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2x8 TRIM BD
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WANEY EDGE SIDING
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2x4 TRIM BD
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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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2x8 TRIM BD
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2x8 TRIM BD
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WANEY EDGE SIDING
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ASPHALT SHINGLES
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RIDGE CAP
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ASPHALT SHINGLES
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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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2x8 TRIM BD
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2x8 TRIM BD
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WANEY EDGE SIDING
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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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T-111 SIDING
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WANEY EDGE SIDING (TYP)
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2x2 TRIM BD
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TYP
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HANDRAIL BEYOND
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KING POST
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T-111 SIDING
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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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7/7/2017
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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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SHEET INFORMATION:
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CAP 1632
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MBR03
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FARMS Data:
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Shower-Toilet Building
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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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0'-0"
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0'-0"
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T.O. PLANK
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T.O. PLATE
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0'-0"
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T.O. SLAB
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T.O. PLATE
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0'-0"
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T.O. SLAB
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T.O. BEAM
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0'-0"
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B.O. BEAM
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T.O. PLANK
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T.O. PLATE
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FRP
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SKYLIGHT
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SUPPORT BM
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GWB (PTD)
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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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A
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-
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CROSS SECTION @ TOILETS
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B
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-
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LONGITUDINAL SECTION
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C
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-
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CROSS SECTION @ SHOWERS
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D
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-
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CROSS SECTION @ POT WASH
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E
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-
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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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1
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2
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S2.01
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8
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3
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4
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3
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1
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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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4
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3
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DISH WASH SINKS
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2
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HANDRAIL (BOTH SIDES OF RAMP)
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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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GWB CEILING
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FRP CEILING (TYP)
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1 1/2" = 1'-0"
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TYP. SINK COUNTER
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2x BLOCKING
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SEALANT
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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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2x BLOCKING
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SOLID SURFACE APRON
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KNEE & TOE CLEARANCE
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REMOVABLE SOLID SURFACE PANEL
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PLYWOOD COUNTER SUPPORTS @ 30" O.C.
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1x3 NAILERS FOR PLYWOOD SUPPORTS
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BACKSPLASH RETURN @ ENDS
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SOLID SURFACE COUNTER, SINK & BACKSPLASH
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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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7/7/2017
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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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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1632
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PROJECT #:
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MBR03
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building
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T.O. EXIST FLR
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T.O. EXIST BEAM
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EXIST SONOTUBE FOUNDATION TO REMAIN
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EXIST FLR ASSEMBLY
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EXIST EXT WALL ASSEMBLY TO REMAIN
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WANEY EDGE SIDING
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WEATHER BARRIER
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EXIST SIDING TO REMAIN
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RESINOUS FLOOR
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WALL CONSTRUCTION FRP 12" GYPSUM BOARD 2x6 STUDS @ 16" O.C.
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2-2x HDR (MATCH EXIST)
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SKYLIGHT
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ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT EXIST ROOF SHEATHING
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5
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6
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EXIST EXT WALL ASSEMBLY TO REMAIN
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WEATHER BARRIER
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T-111 SIDING
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8X8 TIMBER BM (BEYOND)
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WOOD LOUVER W/INSECT SCREEN (MATCH EXIST)
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EXIST ROOF ASSEMBLY TO REMAIN
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EXHAUST DUCT
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2x4 INFILL FRAMING
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ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD 58" EXT. SHEATHING 2x8 RAFTERS @ 16" O.C.
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ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT 58" EXT. SHEATHING 2x8 RAFTERS @ 16" O.C.
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8
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H.M. DOOR
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CONC. SLAB-ON-GRADE (SEE STRUCT)
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FIRST RAFTER AGAINST SHEATHING
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WALL CONSTRUCTION T-111 SIDING WEATHER BARRIER 12" EXT. SHEATHING 2x4 STUDS @ 16" O.C.
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CONC. SLAB ON GRADE
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CONC. SLAB ON GRADE
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CONC. FOUND.
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CONC. FOOTING
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T.O. SLAB
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T.O. PLATE
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CONC. SLAB ON GRADE (PITCH TO DRAIN)
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CONC. FOUND.
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CONC. FOOTING
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WALL CONSTRUCTION WANEY EDGE SIDING WEATHER BARRIER 12" EXT. SHEATHING 2x4 STUDS @ 16" O.C. 12" DENSGLASS SHEATHING SOLID SURFACE WALL PANELS
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SKYLIGHT
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ROOF CONSTRUCTION ASPHALT SHINGLES ICE & WATER SHIELD (WHERE NOTED) 30# ROOFING FELT EXIST ROOF SHEATHING
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1
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WALL SECTION @ EXISTING TOILET ROOMS
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2
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WALL SECTION @ DISH WASHING SINKS
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3
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WALL SECTION @ ADDITION PORCH
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4
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WALL SECTION @ NEW SHOWER ROOMS
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34" CDX UNDERLAYMENT
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34" CDX SUB-FLOOR
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1x4 TRIM BOARD
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EXIST SONOTUBE FOUNDATION TO REMAIN
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FLOOR DRAIN
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VAPOR RETARDER
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GYPSUM BOARD
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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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7/7/2017
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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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PROJECT INFORMATION:
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SHEET INFORMATION:
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CAP 1632
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MBR03
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Shower-Toilet Building
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1
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1 1/2" = 1'-0"
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TYP. SCREEN WALL SECTION
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2x8 P.T. BM
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2x4 TRIM (PTD)
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WD CAP (PTD)
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8x8 P.T. POST (BEYOND)
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2x4 (FLAT) FRAMING @ 16" O.C.
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CONCRETE RAMP/LANDING
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CONCRETE SONOTUBE BEYOND
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SIMPSON "ABU" POST BASE
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2x8 P.T. BM
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12" P.T. PLYWOOD
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WANEY EDGE SIDING
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WD POST CAP (PTD)
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1 " STL. RAIL12" STL. RAIL
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1 " STL. GUARDRAIL POST12" STL. GUARDRAIL POST
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1 " STL. RAIL12" STL. RAIL
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STL. SLEEVE INSERT
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34" CHAMFER
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CONC. FOUNDATION (SEE STRUCT)
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CONC. SLAB (SEE STRUCT)
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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
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2
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1 1/2" = 1'-0"
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TYP. RAMP HANDRAIL
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1 " STL. RAIL12" STL. RAIL
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1x3 TRIM (MATCH EXIST)
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ALUM. DRIP EDGE
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RAFTER (MATCH EXIST PROFILE)
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8x8 P.T. BEAM (PTD)
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ASPHALT SHINGLES
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ICE & WATER SHIELD
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58" EXT. SHEATHING
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2x BLK'G
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2x BLK'G
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3
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1 1/2" = 1'-0"
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ROOF EAVE @ BEAM
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2x4 WOOD PLANKS
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POST BEYOND
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2x WD RAIL
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COLUMN BEYOND
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2x SPACER
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CONC. FOUNDATION (SEE STRUCT)
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CONC. SLAB (SEE STRUCT)
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4
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1 1/2" = 1'-0"
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BENCH DETAIL
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5
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1 1/2" = 1'-0"
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TYP. EAVE @ EXISTING BUILDING
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EXIST TRIM
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ALUM. DRIP EDGE
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ASPHALT SHINGLES
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ICE & WATER SHIELD
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EXIST ROOF SHEATHING
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EXIST RAFTER
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EXIST BLOCKING
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CONT. 2x4
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12" PLYWOOD
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FRP TRIM
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12" GYPSUM BOARD
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2x4 STUDS @ 16" O.C.
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NOTCH STUDS AROUND BEAM
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LINE OF EXIST POST BEYOND
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WANEY EDGE SIDING
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WEATHER BARRIER
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EXIST T-111 SIDING
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6
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1 1/2" = 1'-0"
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TYP. WALL BASE @ EXISTING BUILDING
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EXIST SONOTUBE BEYOND
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EXIST BEAM
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EXIST FLOOR FRAMING
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EXIST 2x PLANK
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WANEY EDGE SIDING
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WEATHER BARRIER
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EXIST T-111 SIDING
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EXIST WALL FRAMING
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LINE OF EXIST POST BEYOND
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2x4 STUDS @ 16" O.C.
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FRP PANEL
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12" GYPSUM BOARD
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FRP PANEL
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FRP TRIM
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1x4 PVC BASE BD
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34" CDX UNDERLAYMENT
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RESINOUS FLOORING
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2x8 RAFTERS @ 16" O.C.
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T-111 SIDING
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WEATHER BARRIER
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12" EXT. SHEATHING
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2x4 INFILL FRAMING
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WOOD EXHAUST LOUVER
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58" EXT. SHEATHING
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ICE & WATER SHIELD
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ASPHALT SHINGLES
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ALUM. FLASHING
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T-111 SIDING
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1x4 TRIM
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7
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1 1/2" = 1'-0"
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LOW ROOF TO WALL DETAIL
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8
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1 1/2" = 1'-0"
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WATER TABLE/DOOR HEAD DETAIL
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BUILT-UP HEADER
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2x4 STUDS @ 16" O.C.
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WD WATER TABLE (ALIGN W/BEAM)
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ALUM. CAP FLASHING
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SLOPE TOP
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WANEY EDGE SIDING
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T-111 SIDING
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WEATHER BARRIER
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12" EXT. SHEATHING
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SEALANT
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H.M. FRAME
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DOOR AS SCHEDULED
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9
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1 1/2" = 1'-0"
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TYP. EAVE @ ADDITION
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1x3 TRIM (MATCH EXIST)
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ALUM. DRIP EDGE
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ASPHALT SHINGLES
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ICE & WATER SHIELD
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58" EXT. SHEATHING
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2x8 RAFTERS @ 16" O.C.
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2x BLOCKING
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2x BLOCKING
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12" DENSGLASS SHEATHING
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2x4 STUDS @ 16" O.C.
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WANEY EDGE SIDING
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WEATHER BARRIER
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12" EXT. SHEATHING
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SOLID SURFACE PANEL
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SEALANT
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10
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1 1/2" = 1'-0"
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TYP. WALL BASE @ NEW BUILDING
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CONCRETE FOUNDATION
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CONCRETE SLAB ON GRADE
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COMPRESSIBLE FILLER
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2-2x4 P.T.
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WANEY EDGE SIDING
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12" EXT. SHEATHING
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WEATHER BARRIER
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RESINOUS FLOORING
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INTERGAL BASE (6" HIGH ON WALL)
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SOLID SURFACE PANEL
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12" DENSGLASS SHEATHING
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2x4 STUDS @ 16" O.C.
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34" CDX SUB-FLOOR
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SOLID BLOCKING
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2x4 P.T. @ 24" O.C.
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SILL SEAL INSUL.
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34" SOLID PHENOLIC BENCH
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1" RADIUS @ OUTSIDE CORNERS
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2x SOLID BLOCKING
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SOLID PHENOLIC SIDE PANEL
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S.S. SUPPORT ANGLE @ SIDE PANEL & WALL (TYP)
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S.S. SUPPORT ANGLE
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S.S. SUPPORT ANGLE
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SECTION VIEW
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ELEVATION VIEW
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34" SOLID PHENOLIC BENCH
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S.S. SUPPORT ANGLE
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SOLID PHENOLIC SIDE PANEL
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S.S. SUPPORT ANGLE
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S.S. SUPPORT ANGLE
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11
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1 1/2" = 1'-0"
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TYP. SHOWER BENCH DETAIL
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1x4 TRIM BD
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12" GYPSUM BOARD
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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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7/13/2017
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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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MBR03
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building
LIGHTING FIXTURE SCHEDULE
PLUMBING FIXTURE & FITTING SCHEDULE
PLUMBING FIXTURES
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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.
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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
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HOT WATER HEATER
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P-1
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TOILET
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KOHLER
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WHITE
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WELLWORTH ELONGATED BOWL MODEL #K-4406
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STANDARD HEIGHT
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MARK
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MANUFACTURER
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DESCRIPTION
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COLOR
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PRODUCT NAME
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REMARKS
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P-3
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URINALS
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KOHLER
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WHITE
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DEXTER MODEL #K-5016-ET
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P-4
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UTILITY SINK
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E.L. MUSTEE & SONS
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WHITE
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UTILATUB MODEL #18F
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STANDARD HEIGHT
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P-5
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SINK
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KOHLER
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WHITE
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KINGSTON WALL MOUNTED SINK MODEL #K-2005
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ACCESSIBLE HEIGHT
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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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F-1
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UTILITY SINK FAUCET
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KOHLER
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CHROME
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TREND MODEL #K-11935-U
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-
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F-2
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WALL MTD SINK FAUCET
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MOEN
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CHROME
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MODEL #8215
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-
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F-4
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TOILET FLUSH VALVE
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SLOAN
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CHROME
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SLOAN ROYAL MANUAL FLUSH VALVE 1.6 GPF
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-
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F-6
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URINAL SUPPORT
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JAY R SMITH
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-
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WALL SUPPORT MODEL #0636
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ACCESSIBLE & STANDARD HEIGHTS
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ACCESSIBLE & STANDARD HEIGHTS
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F-7
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SINK SUPPORT
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ZURN
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-
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CONCEALED ARM WALL CARRIER MODEL #Z1231-D
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ACCESSIBLE HEIGHT
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F-8
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PIPE WRAP
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TRUEBRO
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WHITE
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LAV GUARD 2 E-Z SERIES
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-
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P-2
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ACCESSIBLE TOILET
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KOHLER
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WHITE
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HIGHCLIFF MODEL #K-4368
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ACCESSIBLE HEIGHT
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F-5
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URINAL FLUSH VALVE
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SLOAN
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CHROME
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SLOAN ROYAL MANUAL FLUSH VALVE 1.0 GPF
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-
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F-3
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F-9
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SINK DRAIN
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McGUIRE
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-
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MODEL #155-A
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-
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F-10
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ACCESSIBLE SINK DRAIN
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McGUIRE
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-
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MODEL #155-WC
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-
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F-11
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HOSE CONNECTION
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WATTS
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-
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MODEL #LF8
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-
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P-6
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ELECTRIC WATER HEATER
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HTP
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-
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100 Gal., 4500 WATT MODEL #EVC0100C2X045
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-
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F-12
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MIXING VALVE
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HONEYWELL
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-
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AM-1 SERIES MODEL #AM102-US-1LF
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-
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P-6
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P-7
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SHOWER
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WATTS
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-
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FD-1100-A-2-NH-A5-7
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-
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P-8
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FLOOR DRAIN
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WATTS
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-
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FD-100-B-2-B8-7
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-
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SHOWER HEAD
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SYMMONS
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CHROME
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SAFETYMIX 4-151
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2 HEADS @ ADA (48" AFF & 72" AFF)
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F-13
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SHOWER CONTROL
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SYMMONS
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CHROME
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SAFETYMIX 4-500 (W/4-458 DIVERTER @ ADA)
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W/COIN OPER. CONTROL VALVE SYSTEM
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P-1
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P-1
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P-1
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P-1
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P-2
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P-2
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P-3
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P-3
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P-4
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P-5
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P-5
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P-5
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P-5
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P-7
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P-7
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P-7
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P-7
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P-8
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P-8
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P-8
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P-8
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2
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-
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PLUMBING PLAN
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P-9
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DISHWASH SINK
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ADVANCE TABCO
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STAINLESS STEEL
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VKCT-246 W/ TA-11A-2 BOWLS & ADJUSTABLE LEGS
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ACCESSIBLE HEIGHT
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P-10
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DISHWASH SINK
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ADVANCE TABCO
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STAINLESS STEEL
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VKCT-246 W/ TA-11B-2 BOWLS & ADJUSTABLE LEGS
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-
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F-14
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DISH WASH SINK FAUCET
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ADVANCE TABCO
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-
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K-112 HEAVY DUTY FAUCET
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P-9
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P-10
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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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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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7/7/2017
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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:
AutoCAD SHX Text
CAP 1632
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PROJECT #:
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MBR03
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BUILDING #:
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BUILDING NAME:
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FARMS Data:
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Shower-Toilet Building