S001 Town Phase II New Work Rebid_100% Drawings_2019...requirements for masonry structures (aci...

COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES (FOR NOMINAL WIND PRESSURES, MULTIPLY TABLE VALUES BY 0.6)

INTERPOLATE BETWEEN AREAS INDICATED.CORNER ZONES EQUAL 3 FEET.REFER TO SKETCH BELOW FOR ZONE DEFINITIONS.

AREA (SF)

A<10

A≥100

ROOF ZONES WALL ZONES

COMPONENTS AND CLADDING WIND PRESSURES

1

+25.7 -35.4

+20.8 -33.0

2

+25.7 -55.0

+20.8 -42.8

3

+25.7 -77.0

+20.8 -62.3

4

+37.9 -40.3

+30.5 -33.0

5

+37.9 -39.0

+30.5 -33.0

3 32

3 32

2 21

ZONES

. . .

..

.

545

44

5

ARCH ARCHITECT, ARCHITECTURALBLDG. BUILDINGBOTT BOTTOMCMU CONCRETE MASONRY UNITCJ CONTROL JOINTCOL. COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSDIA. DIAMETERDIAG DIAGONALDWG DRAWINGEF EACH FACEELEV. ELEVATIONEXIST EXISTINGEXP EXPANSIONFOUND FOUNDATIONFNDN FOUNDATIONFO FACE OFFO FACE OF BRICKFTG FOOTINGGALV GALVANIZEDHORIZ HORIZONTALINSUL INSULATIONJT JOINTL ANGLELLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMECH MECHANICALOPP OPPOSITEPSI POUNDS PER SQUARE INCHPSF POUNDS PER SQUARE FOOTREF REFERENCEREINF REINFORCE,REINFORCINGREQ'D REQUIREDSCHED SCHEDULESECT SECTIONSHT SHEETSPEC SPECIFICATIONSSTL STEELTO TOP OFTYP TYPICALUON UNLESS OTHERWISE NOTEDVERT VERTICALWWF WELDED WIRE FABRICW/ WITHW/O WITHOUTCL CENTERLINEPL PLATEOC ON CENTERØ DIAMETER° DEGREES± PLUS OR MINUS

STRUCTURAL ABBREVIATIONS LIST

viadesignarchitects.com

319 E Plume StreetNorfolk, VA 23510

757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:

PRELIMINARY35% PROGRESS PRINTS65% PROGRESS PRINTS95% PROGRESS PRINTSPERMITBIDDINGADDENDA/CONSTRUCTIONRECORD DRAWINGS

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CONSULTANT:

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1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

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GENERAL NOTES (FOR THETMC/CRO & RESIDENTIALBUILDINGS

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GENERAL NOTES:

GENERAL NOTES:

1. ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS.

2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION, AS ADOPTED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2015 EDITION, EFFECTIVE SEPTEMBER 4, 2018.

3. VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR VARIOUS TRADES.

4. SUBMIT SHOP DRAWINGS OF REINFORCEMENT DETAILS, STRUCTURAL STEEL, ETC. FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS.

5. UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS.

6. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED.

7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

8. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK.

9. THE DUTY OF THE ARCHITECT IN CONDUCTING CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.

10. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE.

11. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF THE STRUCTURAL FRAME.

12. INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.

13. MECHANICAL UNIT WEIGHTS AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES TO THE ARCHITECT.

FOUNDATION NOTES:

1. FOUNDATIONS FOR THIS STRUCTURE HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL EXPLORATION REPORT, PREPARED BY GET SOLUTIONS, INC. AND DATED MAY 22, 2019.

2. PERFORM ALL EARTHWORK IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL ENGINEERING REPORT.

3. THE ENTIRE STRUCTURE MUST BE FOUNDED ON VERY WELL COMPACTED STRUCTURAL FILL OR UNDISTURBED SOIL WITH A DESIGN BEARING PRESSURE OF 2000 P.S.F.

4. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY A GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN BEARING PRESSURE AND THAT THE SETTLEMENTS ARE WITHIN GENERALLY ACCEPTED TOLERABLE LIMITS. THE GEOTECHNICAL ENGINEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED. (SEE NOTE 8 BELOW).

5. DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES, ETC. FOOTINGS SHALL BE SLEEVED OR LOWERED WHERE REQUIRED. REFER TO TYPICAL DETAIL AT PLUMBING LINES. UTILITIES SHALL NOT OCCUR UNDER ISOLATED COLUMN FOOTINGS AND SHALL BE PERPENDICULAR TO WALL FOOTINGS.

6. DO NOT PUT IN UNBALANCED BACKFILL AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING.

7. BOTTOM OF EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 24” BELOW FINAL GRADE. LOWER FOOTINGS AS REQUIRED TO MAINTAIN COVERAGE.

8. THE CONTRACTOR SHOULD ANTICIPATE AND BUDGET FOR THE REMOVAL OF IN-PLACE UNCONTROLLED FILL MATERIAL THAT IS NOT CONSIDERED TO BE SUITABLE FOR FOUNDATION SUPPORT. FOOTING EXCAVATIONSSHOULD EXTEND INTO FIRM NATURAL SOIL OR WELL COMPACTED STRUCTURAL FILL. A GEOTECHNICALENGINEER SHALL EVALUATE THE SUBGRADE BELOW ALL FOUNDATIONS PRIOR TO PLACING REINFORCING ORCONCRETE. THE NECESSARY DEPTH UNCONTROLLED FILL UNDER FOUNDATIONS SHALL BE DETERMINED BY THEGEOTECHNICAL ENGINEER DURING CONSTRUCTION.

CAST IN PLACE CONCRETE NOTES:

1. CAST IN PLACE CONCRETE SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-11), COMMENTARY, (ACI-318R-11), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).

2. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:

A. SLAB ON GRADE 4,000 PSIB. CONCRETE NOT OTHERWISE NOTED 3,000 PSIC. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED WITH A COMPRESSIVE STRESS

OF 4500 PSI.

3. ALL REINFORCING SHALL BE AS FOLLOWS:A. REINFORCING BARS - ASTM A-615, GRADE 60B. WELDED WIRE FABRIC - ASTM A-1064 FLAT SHEET TYPE, ROLL TYPE NOT ACCEPTABLE.

4. WELDED WIRE FABRIC SHALL BE PROPERLY SUPPORTED PRIOR TO PLACING CONCRETE. HOOKING OF FABRIC IS NOT PERMITTED.

5. UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT) SHALL BE LAPPED PER THE REINFORCING LAP SCHEDULE.

6. HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE SLAB.

7. DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315).

8. DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED AND INSPECTED.

9. EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE SURFACES CAST AGAINST SOIL: 3" CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER:1-1/2" FOR #5 BARS AND SMALLER; 2” FOR #6 BARS AND LARGER

INTERIOR CONCRETE SURFACES: 3/4" FOR SLABS

CONCRETE MASONRY NOTES:

1. MASONRY CONSTRUCTION SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-13) AND “BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES” (ACI 530.1-13).

2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MADE WITH LIGHTWEIGHT AGGREGATE. THE COMPRESSIVE STRENGTH OF MASONRY, F’m, EXPRESSED AS FORCE PER UNIT OF NET CROSS-SECTIONAL AREA, SHALL BE 1,500 PSI AT 28 DAYS.

3. MORTAR SHALL CONFORM TO ASTM C270, TYPE S OR M. USE TYPE M BELOW GRADE AND TYPE S ABOVE GRADE UNLESS ALL CELLS ARE GROUTED SOLID. AGGREGATE SHALL COMPLY WITH ASTM C144.

4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI. SLUMP AT POINT OF PLACEMENT SHALL BE BETWEEN 8 AND 11 INCHES.

5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. SHOP FABRICATED BARS SHOWN TO BE BENT OR HOOKED. BARS SHALL BE LAPPED AS FOLLOWS: #4-20", #5-30", #6-54", #7-63", #8-72", #9-81".

6. REBAR DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING FROM FOUNDATION. DOWELS SHALL HAVE STANDARD ACI HOOKS.

7. PROVIDE BAR POSITIONERS FOR VERTICAL REINFORCING AT A MAXIMUM SPACING OF 200 BAR DIAMETERS, AT GROUT LIFT HEIGHTS, OR BAR SPLICE LOCATIONS, WHICHEVER IS LESS.

8. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT.

9. ALL BOLTS, ANCHORS, ETC. PLACED IN THE WALL, SHALL BE GROUTED SOLID INTO POSITION.

10. GROUT ALL CELLS SOLID BELOW FINISHED FIRST FLOOR.

11. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD 9 GAGE LADDER TYPE IN CMU WALLS AT 16” ON-CENTER. JOINT REINFORCING SHALL COMPLY WITH ASTM A951.

12. DISCONTINUE ALL HORIZONTAL REINFORCING AT CONTROL JOINTS

13. SUBMIT SHOP DRAWINGS FOR APPROVAL DETAILING ALL CMU, REINFORCING, AND LINTELS.

ROUGH CARPENTRY NOTES:

1. ROUGH CARPENTRY SHALL COMPLY WITH THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) “NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION”.

2. UNLESS OTHERWISE NOTED, ALL NAILING SHALL BE IN ACCORDANCE WITH THE “FASTENING SCHEDULE” SHOWN IN TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE.

3. ALL WOOD FRAMING SHALL MEET THE REQUIREMENTS OF PS 20 “AMERICAN SOFTWOOD LUMBER STANDARD” AND THE FOLLOWING MINIMUM REQUIREMENTS:MOISTURE CONTENT - SEASONED, WITH 19% MAXIMUM MOISTURE CONTENT

GRADE – NO.2SPECIES - SOUTHERN PINE GRADED UNDER SPIB RULES

4. CONSTRUCTION PANELS SHALL COMPLY WITH PS1 “U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD” FOR PLYWOOD CONSTRUCTION PANELS AND THE FOLLOWING:

EXTERIOR WALL AND SHEAR WALL SHEATHING: 15/32 APA RATED STRUCT I SHEATHING, EXPOSURE 1 DURABILITY CLASSIFICATIONROOF SHEATHING - 5/8” APA RATED SHEATHING, EXTERIOR EXPOSURE DURABILITY CLASSIFICATION

5. STAGGER ALL END JOINTS FOR SHEATHING 4'-0". ALL ROOF SHEATHING SHALL BE PLACED PERPENDICULAR TO THE DIRECTION OF THE SUPPORTING MEMBER. ALL END JOINTS SHALL BE MADE ON SUPPORTING MEMBERS.

6. ALL SHEATHING SHALL BE NAILED AS FOLLOWS:ROOF SHEATHING - 10d NAILS @ 6” O/C EDGE NAILING AND 12” O/C FIELD NAILINGSHEAR WALL SHEATHING - AS SPECIFIED IN THE SCHEDULE ON SHEET CB-S502

7. STORE LUMBER AND PLYWOOD ON LEVEL RACKS AND KEEP FREE OF GROUND TO AVOID WARPING. STACK TO INSURE PROPER VENTILATION AND DRAINAGE.

8. PRESSURE TREAT ALL WOOD MEMBERS PERMANENTLY EXPOSED TO WEATHER, SILL PLATES, OR ANY WOOD IN CONTACT WITH CONCRETE OR MASONRY IN ACCORDANCE WITH THE SPECIFICATIONS.

9. PROVIDE TRUSS BRIDGING, BRACING, ETC. AS REQUIRED BY THE SPECIFICATIONS. IN ADDITION CROSS BRIDGING OR FULL DEPTH BLOCKING IS REQUIRED AT WALL STUDS NOT RECEIVING SHEATHING ON BOTH FACES. MAXIMUM BRIDGING/BLOCKING SPACING SHALL BE AT 8’-0” OC OR AT 1/3 POINTS OF MEMBER SPAN WHICHEVER IS LESS. COORDINATE EXTENTS OF WALL AND CEILING SHEATHING WITH ARCHITECTURAL DRAWINGS. REFER TO SHEAR WALL DETAILS FOR ADDITIONAL BLOCKING REQUIREMENTS.

10. COORDINATE TRUSS LOCATIONS WITH PLUMBING, MECHANICAL AND ARCHITECTURAL REQUIREMENTS PRIOR TO INSTALLATION.

11. PROVIDE METAL FRAMING CONNECTORS OF SIZE TO FIT MEMBERS AND OF SUFFICIENT STRENGTH TO DEVELOP THE FULL STRENGTH OF THE SUPPORTED MEMBER, COMPLETE WITH SPECIAL NAILS AND SCREWS AS REQUIRED.

12. AT A MINIMUM, PROVIDE GALVANIZED METAL FRAMING CONNECTORS IN ACCORDANCE WITH ASTM A653, GRADE A (STRUCTURAL QUALITY). GALVANIZE METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD IN ACCORDANCE WITH ASTM A 653 WITH A G185 COATING.

13. STEEL PLATE CONNECTORS SHALL COMPLY WITH ASTM A36 SPECIFICATIONS. BOLTS CONNECTING TO WOOD MEMBERS SHALL COMPLY WITH ASTM A307 AND SHALL BE ¾” DIAMETER UNLESS OTHERWISE NOTED.

14. METAL FASTENERS (NAILS, BOLTS, SCREWS, THREADED RODS ETC.) IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE GALVANIZED PER ASTM A-153 WITH G185 COATING.

15. WHERE MULTIPLE FRAMING MEMBERS ARE INDICATED, SCAB CONTINGENT MEMBERS TOGETHER WITH 16d NAILS AT 12” ON CENTER, ALTERNATING AT 2 INCHES FROM EACH EDGE, UNLESS OTHERWISE NOTED.

DESIGN CRITERIA NOTES:

1. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

2. UNIFORM LIVE LOADS:SLAB ON GRADE 100 PSFROOF 20 PSF

3. ROOF SNOW LOADS:GROUND SNOW LOAD Pg = 10 PSFSNOW EXPOSURE FACTOR Ce = 1.0SNOW LOAD IMPORTANCE FACTOR I =1.0THERMAL FACTOR Ct=1.0FLAT ROOF SNOW LOAD: Pf = 7.0 PSFRAIN ON SNOW SURCHARGE LOAD= 5 PSF

4. WIND LOADS:RISK CATEGORY = IIULTIMATE WIND SPEED = 117 MPHNOMINAL WIND SPEED (ASD) = 91.0 MPHEXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): BEXPOSURE CATEGORY (COMPONENTS AND CLADDING): BINTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)

COMPONENTS AND CLADDING: WIND PRESSURE TO BE USED FOR DESIGN OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED ON THESE DRAWINGS SHALL BE PER TABLE BELOW:

DESIGN CRITERIA NOTES CONT'D.

5. SEISMIC LOADS:RISK CATEGORY IIIMPORTANCE FACTOR I = 1.0Ss = .10gS1 = .05gSOIL SITE CLASS D (ASSUMED)Sds = .128Sd1 = 0.080SEISMIC DESIGN CATEGORY BBASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD SHEAR PANELSRESPONSE MODIFICATION FACTOR, R=6.5SEISMIC RESPONSE COEFFICIENT, Cs = 0.016DESIGN BASE SHEAR: 0.016WANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

STRUCTURAL STEEL NOTES:

1. STRUCTURAL STEEL MUST COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-10) “STEEL CONSTRUCTION MANUAL” – ALLOWABLE STRESS DESIGN.

2. STRUCTURAL STEEL MUST BE NEW, CLEAN, AND STRAIGHT, AND CONFORM TO THE FOLLOWING:A. ANGLES - ASTM A36, UNLESS OTHERWISE NOTED

3. UNLESS OTHERWISE NOTED WELD ALL SHOP CONNECTIONS AND BOLT ALL FIELD CONNECTIONS. THE FABRICATORIS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. REFER TO SPECIFICATIONS.

4. SHOW ALL HOLES REQUIRED IN STRUCTURAL STEEL MEMBERS ON THE SHOP DRAWINGS AND MAKE THEM IN THESHOP. DO NOT CUT HOLES IN THE FIELD WITHOUT THE APPROVAL OF THE REGISTERED DESIGN PROFESSIONAL OFRECORD.

5. WELDING MUST COMPLY WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1). WELD ELECTRODES MUSTBE E70XX.UNLESS OTHERWISE NOTED, MINIMUM WELD SIZE MUST BE 3/16" CONTINUOUS FILLET WELDS

6. REFER TO THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONALSTEEL (IF ANY) NOT SHOWN ON THE STRUCTURAL DRAWINGS.

7. ALL ANGLES MUST BE “GALVANIZED” IN ACCORDANCE TO ASTM A123 OR ASTM A153. GALVANIZE AFTERFABRICATION WHERE PRACTICAL. REPAIR DAMAGED GALVANIZED COATING USING ASTM A780 ZINC-RICH PAINT.

8. DO NOT APPLY PAINT OR PRIMER ON STRUCTURAL STEEL SURFACES RECEIVING SPRAYED FIRE-RESISTIVEMATERIALS. SEE THE ARCHITECTURAL DRAWINGS FOR EXTENTS OF SPRAYED FIRE RESISTIVE MATERIALS

STEEL DECK NOTES:

1. STEEL DECK MUST CONFORM TO THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI), “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL STEEL MEMBERS” AND THE STEEL DECK INSTITUTE (SDI) “DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS”.

2. ATTACH COMPOSITE FLOOR DECK TO SUPPORTS WITH 5/8” DIAMETER PUDDLE WELDS AT EVERY RIB FASTENEDGEMOST DECK PANEL TO SUPPORTS WITH 5/8” DIAMETER PUDDLE WELDS AT SAME SPACING AS SIDELAPFASTENERS.

3. SPAN DECK PERPENDICULAR TO SUPPORTS.

4. WELDING MUST BE IN ACCORDANCE WITH AWS D1.3, “STRUCTURAL WELDING CODE - SHEET STEEL”. WELDSMUST BE WIRE BRUSHED AND PAINTED WITH RICH ZINC PAINT.

5. DURING STEEL DECK ERECTION DISTRIBUTE CONSTRUCTION LOADS TO PREVENT DAMAGE TO DECK.CONCENTRATED CONSTRUCTION LOADS OF 150 POUNDS OR LESS DISTRIBUTED OVER A 1’-0” WIDE SECTION OFDECK MUST NOT REQUIRE ANY FURTHER DISTRIBUTION. USE WORKING PLATFORMS FOR CONCENTRATED LOADSOF OVER 150 POUNDS, SUCH THAT THE RESULTING UNIFORM CONSTRUCTION LOAD ON THE DECK DOES NOTEXDEED 50 PSF.

6. DURING POURING OF CONCRETE OVER FLOOR FORM DECKS TAKE CARE TO AVOID EXCESSIVE CONCRETE HEAPING.POUR CONCRETE OVER BEAMS AND SPREAD TO THE CENTER OF THE DECK.

1

REVISIONS

NO. DATE DESCRIPTION

1 6/9/19 Revision 1-Re-bid

APARTMENT 1.2A APARTMENT 1.3 APARTMENT 1.1 1

1

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1

1

1

3

2

4

1. EXTENTS OF INTERIOR RENOVATION NOT SHOWN ON STRUCTURAL PLANS. FOR INTERIOR DEMOLITION AND NEW WORK, REFER TO ARCHITECTURAL DRAWINGS.

2. EXISTING ROOF CONSTRUCTION CONSISTS OF RAFTERS AND CEILING JOISTS SPACED AT 2'-0" ON CENTERS, MAXIMUM. ROOF FRAMING SPANS TO EXTERIOR MASONRY BEARING WALLS. BEARING WALLS ARE SUPPORTED BY SHALLOW CONCRETE SPREAD FOOTINGS.

3. FOR CONCRETE SLAB-ON-GRADE INFILLS AT EXISTING PLUMBING LINES, REFER TO "TYPICAL DETAIL - SLAB INFILL FOR NEW PLUMBING LINES AT BUILDING TYPE A" ON SHEET S501.

4. REFER TO SHEET S001 FOR STRUCTURAL GENERAL NOTES.

5. REFERENCE PME DRAWINGS FOR SYSTEMS RELATED DEMOLITION AND NEW WORK.

1. OUTLINE OF EXISTING HIP ROOF.

2. DEMOLISH EXISTING NON-BEARING MASONRY WALL UP TO BOTTON CHORD OFEXISTING HIP TRUSS GIRDER. CONTRACTOR VERIFY EXTENTS OF MASONRY WALLDEMOLITION IN THE FIELD BASED ON LOCATION OF HIP TRUSS GIRDER.

3. EXISTING MASONRY WALL TO REMAIN IN PLACE, APPROXIMATELY 6'-8" +/-. THECONTRACTOR MUST FIELD VERIFY CONDITION AT EXISTING TRUSS GIRDER ANDADJUST DEMOLITION OF EXISTING WALL ACCORDINGLY.

4. DEMOLISH EXISTING MASONRY WALL. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENTS

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CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

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1 BUILDING TYPE A - LEVEL 1 - BUILDINGS 56, 61, 63 NEW WORK

BUILDING TYPE A PLAN NOTES

BUILDING TYPE A KEY NOTES

REVISIONS


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3' -

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1. EXTENTS OF INTERIOR RENOVATION NOT SHOWN ON STRUCTURAL PLANS. FOR INTERIOR DEMOLITION AND NEW WORK, REFER TO ARCHITECTURAL DRAWINGS.

2. EXISTING FLOOR CONSTRUCTION CONSISTS OF A ONE-WAY SPANNING 5" DEEP HEAVILY REINFORCED ELEVATED CONCRETE SLAB ON CONCRETE BEAMS AND COLUMNS.

3. THE CONTRACTOR MUST VERIFY THE EXISTING STAIR OPENING DIMENSIONS PRIOR TO FABRICATION AND ERECTION OF STRUCTURAL STEEL.

4. FOR STAIRWELL INFILL DETAIL, REFER TO SHEET S501.

5. REFER TO SHEET S001 FOR STRUCTURAL GENERAL NOTES.

6. REFERENCE PME DRAWINGS FOR SYSTEMS RELATED DEMOLITION AND NEW WORK.

1. FACE OF BUILDING/BRICK.

2. EXISTING REINFORCED 10" DEEP x 12" WIDE CONCRETE BEAM. REFER TO TYPICALDETAIL ON SHEET S501.

3. NEW STAIR INFILL. REFER TO "TYPICAL DETAIL - STAIRWELL INFILL AT BUILDINGTYPE E2" ON SHEET S501.

*



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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

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E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

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BUILDING TYPE E2 - NEWWORK LEVEL 2 PLAN

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1/4" = 1'-0"S106

1 BUILDING TYPE E2 - LEVEL 2 - BUILDINGS 44, 48, 50 NEW WORK

BUILDING TYPE E2 PLAN NOTES

BUILDING TYPE E2 KEY NOTES

REVISIONS


2

2

2

1 1

1

1

1

11

1

1

CO

NT

RA

CT

OR

VE

RIF

Y

9' -

6"

+/-

CO

NT

RA

CT

OR

VE

RIF

Y

9' -

6"

+/-

CO

NT

RA

CT

OR

VE

RIF

Y

9' -

6"

+/-

1. FACE OF BUILDING AND BRICK VENEER.

2. PROVIDE NEW BRICK SHELF ANGLE ABOVE EXISTING WINDOWS. REFER TO SHEETS501 FOR "TYPICAL DETAIL - NEW BRICK SHELF ANGLE AT MANAGEMENT OFFICE.

*

1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS FINISHED FIRST FLOOR ELEVATION XX.XX' = 0’-0”.

2. TOP OF CONCRETE SLAB IS AT +0’-0” UNLESS OTHERWISE INDICATED THUS [+____] ON PLAN.

3. EXISTING FLOOR CONSTRUCTION IS A 6" REINFORCED CONCRETE SLAB-ON-GRADE.

4. EXISTING ROOF CONSTRUCTION IS PRECAST MASONRY ROOF PLANKS SUPPORTED ON STRUCTURAL STEEL I-BEAM AND WIDE FLANGE FRAMING.

5. FOR INTERIOR IMPROVEMENTS, REFER TO ARCHTIECTURAL AND PME DRAWINGS.

6. FOR STRUCTURAL GENERAL NOTES, REFER TO SHEET S001.

7. FOR STRUCTURAL TYPICAL DETAILS, REFER TO SHEET S501.



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

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MANAGEMENT OFFICESTRUCTURALIMPROVEMENTS PLAN

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1/4" = 1'-0"S107

1 MANAGEMENT OFFICE PLAN

MANAGEMENT OFFICE KEY NOTES

MANAGEMENT OFFICE PLAN NOTES

REVISIONS


NEW SLAB EXISTING SLAB

1/2" x 1'-0" PLAIN BAR DOWELS AT 24" OC MIDDLE OF EXISTING SLAB. DRILL AND EPOXY GROUT BAR AT EXISTING SLAB. GREASE BAR AT NEW SLAB TO PREVENT BOND

EXISTING 5" THICK CONCRETE SLAB ON GRADE. SLAB IS REINFORCED WITH WELDED WIRE FABRIC

TYPICAL DETAIL - SLAB INFILL DETAIL FOR NEW

PLUMBING LINES AT BUILDING TYPE 'A'

6"

NOT TO SCALE

NEW 15 MIL VAPOR BARRIER ON 4" POROUS FILL ON WELL COMPACTED SUBGRADE

PROVIDE NEW CONCRETE SLAB ON GRADE AT PLUMBING LINES. REINFORCE WITH SYNTHETIC FIBERS (FIBERMESH 150 OR APPROVED EQUAL)

TYPICAL DETAIL - NEW OPENINGS IN CONCRETE BEAM FOR DRYER VENTNOT TO SCALE

EXISTING 5" THICK SECOND FLOOR CONCRETE SLAB

EXISTING #4 CONTINUOUS BARS TOP AND BOTTOM (TYP)

EXISTING #4 BARS SPACED @ 5 1/2" OC (TYP)

10" (TYP)

EXTERIOR FACE OF EXISTING BUILDING (BRICK)

EXISTING 4" CMU BLOCK WALL


EXISTING CONCRETE SPANDREL BEAM (TYP)

NEW DRYER VENT THROUGH EXISTING SPANDREL BEAM, REFER TO MECH DWGS FOR SIZE AND LOCATIONS (TYP)

DRYER VENT THROUGH EXISTING SPANDREL BEAM NOTES:

1. EXISTING CONCRETE SPANDREL BEAM IS REINFORCED. REFER TO DETAIL FOR TYPICAL EXISTING REINFORCING.

2. THE CONTRACTOR SHALL NOT CUT THROUGH ANY EXISTING BEAM REINFORCING UNDER ANY CIRCUMSTANCE.

3. THE CONTRACTOR SHALL COMPLETE AN ULTRASONIC SCAN OF THE BEAMS TO LOCATE REINFORCING PRIOR TO CORING THE NEW HOLE.

4. RECOMMEND CORE DRILLING THE EXISTING SPANDREL BEAM IN ORDER TO PLACE THE NEW DRYER VENT HOWEVER THE CONTRACTOR CAN USE A PREFERRED METHOD OTHER THAN CORE DRILLING.

5. RECOMMEND PLACING THE REQUIRED PENETRATION THOUGH THE BEAM IN THE LOWER THIRD OF THE BEAM.

6. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF REQUIRED DRYER VENT PENETRATIONS THROUGH THE EXISTING SPANDREL BEAM.

7. MAXIMUM CORE SIZE THROUGH EXISTING CONCRETE BEAM SHALL NOT EXCEED 6" DIAMETER (TYP).

EXISTING #3 STIRRUPS SPACED AT 6" OC (TYP)

6" MIN FROM TOP OF SLAB (TYP)

4" MIN FROM BOTTOM OF BEAM (TYP)

TYPICAL DETAIL - NEW OPENINGS IN SECOND FLOOR SLAB FOR NEW MECHANICAL DUCTINGNOT TO SCALE

FO

R O

PE

NIN

G S

IZE

, R

EF

ER

TO

ME

CH

. D

WG

S

FOR OPENING SIZE, REFER TO MECH. DWGS

SECOND FLOOR SLAB CUT NOTES:

1. EXISTING SECOND FLOOR SLABS ARE ASSUMED TO BE 5" THICK. HOWEVER THICKNESS MAY VARY THROUGHOUT.

2. EXISTING SECOND FLOOR SLABS ARE HEAVILY REINFORCED. REINFORCING IS TOP AND BOTTOM AND IS PLACED 1" FROM THE TOP OF THE SLAB AND 3/4" FROM THE BOTTOM OF THE SLAB.

3. TOP AND BOTTOM REINFORCING IS TYPICALLY 1/2" DIAMETER BARS SPACED AT 5 1/2" TO 7" OC

4. THE CONTRACTOR SHALL ONLY BE PERMITTED TO CUT ONE BAR IN ORDER TO PLACE NEW MECHANICAL DUCTING.

5. THE CONTRACTOR SHALL COMPLETE A SCAN OF THE ELEVATED SLABS TO LOCATE REINFORCING PRIOR TO SAW CUTTING THE SLAB. THE CONTRACTOR SHALL NOT CUT THE SLAB UNLESS THE EXISTING REINFORCING HAS BEEN LOCATED AT EVERY PENETRATION.

6. FAILURE TO PROPERLY LOCATE REINFORCING PRIOR TO SAW CUTTING MAY RESULT IN DAMAGE TO THE EXISTING SLAB OR REINFORCING. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO LOCATE THE EXISTING REINFORCING PRIOR TO SAW CUTTING. ANY DAMAGE TO THE SLAB CAUSED BY FAILURE TO PROPERLY LOCATE EXISTING REINFORCING SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTORS OWN EXPENSE.

7. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF NEW OPENINGS IN SECOND FLOOR SLAB.

EXISTING 5" THICK SECOND FLOOR CONCRETE SLABEXISTING #4 CONTINUOUS

BARS TOP AND BOTTOM (TYP)

EXISTING #4 BARS SPACED @ 5 1/2" OC (TYP)

10" (TYP)

EXTERIOR FACE OF EXISTING BUILDING (BRICK)


EXISTING CONCRETE SPANDREL BEAM (TYP)


4" MIN FROM FACE OF BEAM (TYP)

MECH PENETRATION, REFER TO MECH DWGS FOR LOCATION AND SIZE

EXISTING 2x6 CEILING FRAMING AT 16" OC (TYP) NEW (2)-2X6 (TYP),

So. PINE No. 2 (TYP)

TYPICAL DETAIL - ATTIC ACCESS/CEILING CASSETTE

THROUGH EXISTING CEILING FRAMINGNOT TO SCALE

EXISTING CEILING FRAMING, 2x6 AT 16" OC (TYP)

EXISTING CEILING (TYP)

EXISTING CEILING FRAMING, 2x6 AT 16" OC (TYP)

MODIFY EXISTING CEILING JOIST AS REQUIRED TO INSTALL NEW ATTIC ACCESS OR CEILING CASSETTE. REFER TO ARCH AND MECH DRAWINGS FOR LOCATIONS

MODIFY EXISTING CEILING JOIST AS REQUIRED TO INSTALL NEW ATTIC ACCESS OR CEILING CASSETTE. REFER TO ARCH AND MECH DRAWINGS FOR LOCATIONS

PROVIDE FACE MOUNTED JOIST HANGER CAPABLE OF SUPPORTING 700 POUNDS (TYP)

PROVIDE FACE MOUNTED JOIST HANGER CAPABLE OF SUPPORTING 700 POUNDS (TYP)

FOR ATTIC ACCESS OR CEILING CASSETTE, REFER TO ARCH AND MECH DRAWINGS (TYP)

FOR ATTIC ACCESS OR CEILING CASSETTE, REFER TO ARCH AND MECH DRAWINGS (TYP)

PROVIDE FRAMING ANGLE BETWEEN NEW AND EXISTING FRAMING EACH SIDE. HANGER SHALL BE CAPABLE OF SUPPORTING 350 POUNDS (TYP)

ELEVATION AT BEARING

TYPICAL DETAIL - NEW BRICK SHELF ANGLE AT

MANAGEMENT OFFICENOT TO SCALE

SHELF ANGLE

BEAR ANGLE A MINIMUM OF 8" EACH SIDE

CLEAR SPAN(EXISTING OPENING)

.

SECTION THROUGH EXISTING LINTEL

EXISTING CONCRETE LINTEL (TYP)

EXISTING #3 STRAPS SPACED AT 10" OC

EXISTING #5 CONT TOP BARS

EXISTING #5 CONT BOT. BARS

EXISTING 1-1/2"x8" METAL STRAPS. CUT FLUSH WITH EXISTING CONCRETE LINTEL

PROVIDE L6x3-1/2"x5/16" ANGLE, GALVANIZED. BEAR A MINIMUM OF 8" EACH SIDE

PROVIDE HILTI HY-200 ADHESIVE ANCHOR WITH 1/2" DIA. THREADED RODS OR APPROVED EQUAL. SPACE AT 36" MAX. EMBED 2-3/4"

NEEDLE AND SHORE EXISTING BRICK ABOVE WINDOW PRIOR TO REMOVING AND INSTALLING NEW SHELF ANGLETYPICAL DETAIL - RAFTER REPAIR -

BUILDING 64, BUILDING TYPE CNOT TO SCALE

5

SPILT RAFTER SECTION

2' - 0"

2' - 0"

SISTER NEW 2x10 FRAMING EACH SIDE

12

FIELD VERIFY SPLIT LENGTH, ASSUME 4'-0"

EXISTING SECOND FLOOR SLAB, 5" THICK (TYP)


EXISTING #4 CONTINUOUS TOP AND BOTTOM BARS (TYP)

PROVIDE 3-1/2" (TOTAL THICKNESS) CONCRETE SLAB ON 1-1/2", 20 GA, COMPOSITE DECK. REINFORCE WITH 6x6-W1.4xW1.4 PLACE 1" FROM TOP OF SLAB (TYP)

TYPICAL DETAIL - STAIRWELL INFILL AT BUILDING TYPE E2NOT TO SCALE

PROVIDE 3/4" THREADED ROD ADHESIVE ANCHORING SYSTEM @ 12" OC (TYP). EMBED A MINIMUM OF 4". USE HILTI HIT-HY 200 WITH HILTI HAS THREADED RODS WITH "SafeSet TECHNOLOGY" OR APPROVED EQUAL ADHESIVE SYSTEM

10"

1' - 0"

1' - 6" +/- 1' - 6" +/-

L4x4x1/2" AROUND PERIMETER OF STAIRWELL OPENING (4 SIDES), MITRE ANGLE AT CORNERS TO CREATE FLUSH CONDITION, WELD CORNERS OF ANGLE

CONTRACTOR VERIFY

TYPICAL DEPRESSED SLAB DETAIL

AT ADA SHOWERS

1 - # 3 CONT TOPEDGE BAR AROUND PERIMETER OF DEPRESSION

5"

DE

PT

H

(D)

DE

PR

ES

SIO

N

NOT TO SCALE

NEW SLAB EXISTING SLAB

1/2" x 1'-0" PLAIN BAR DOWELS AT 24" OC MIDDLE OF EXISTING SLAB. DRILL AND EPOXY GROUT BAR AT EXISTING SLAB. GREASE BAR AT NEW SLAB TO PREVENT BOND

EXISTING 5" THICK CONCRETE SLAB ON GRADE. SLAB IS REINFORCED WITH WELDED WIRE FABRIC

NEW 15 MIL VAPOR BARRIER ON 4" POROUS FILL ON WELL COMPACTED SUBGRADE

PROVIDE NEW CONCRETE SLAB ON GRADE AT PLUMBING LINES. REINFORCE WITH SYNTHETIC FIBERS (FIBERMESH 150 OR APPROVED EQUAL)

1' - 0"



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

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TYPICAL DETAILS -RESIDENTIAL BUILDINGS ANDMANAGEMENT OFFICE

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REVISIONS


FIXTURE HW DISCHARGE TEMPERATURES

ELECTRIC WATER HEATER SCHEDULE

MAXIMUM DISCHARGETEMPERATURE

PLUMBING FIXTURE REFERENCE STANDARD

>85°F & <110°FPUBLIC HAND-WASHING FACILITIES ASSE 1070

INDIVIDUAL SHOWER VALVES ASSE 1016 OR CSA B125120°F

COMBINATION TUB/SHOWER VALVE ASSE 1016 OR CSA B125120°F

NOTE: PROVIDE LISTED TEMPERING DEVICE FOR EACH FIXTURE PER TABLE.

REMARKSMOUNTINGELECTRICAL

PHASEVOLTSKILOWATTS

STORAGECAPACITY

LOCATIONTYPEMARK

INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SELECTION BASED ON AO SMITH COMMERCIAL GRADE RESIDENTIAL WATER HEATER.

ABOVE WATERHEATER

1 Ø2404.530 GAL1 BEDROOM\STUDIO

APARTMENTSTANKWH-1

TOTALACCEPTANCE

0.680.29

EXPANSION TANK

ABOVE WATERHEATER

1 Ø2404.540 GAL2 BEDROOM APARTMENTS

TMC/CRO BUILDINGTANKWH-2 0.900.38

ABOVE WATERHEATER

1 Ø2404.550 GAL3 & 4 BEDROOMAPARTMENTS

TANKWH-3 0.900.38

NOTES:

WATER HEATER MINIMUM EFFICIENCY SHALL BE 0.95 EF.

WHEN INSTALLING ELECTRIC WATER HEATERS PROVIDE THE FOLLOWING MINIMUM SIZES:

a. STUDIO/1BR UNITS 30 GALLON

b. 2BR UNITS 40 GALLON

c. 3BR & 4BR UNITS 50 GALLON

WALL MOUNTED1 Ø2084.1-REST ROOMS -BELOW SINK

INSTANTWH-4 -- INSTALL PER MANUFACTURER'S RECOMMENDATION

1

2

3

1 2 3

1 2 3

1 2 3

NEW POINT OF CONNECTION

VENT THROUGH ROOF (VTR)

SANITARY WASTE PIPE (WP)

SANITARY VENT PIPE (VP)

PIPE TURN UP

PIPE TURN DOWN (DN)

CHECK VALVE (CV)

PIPE SLEEVE

PIPE CAPPED

ACCESS PANEL (AP)

BALL VALVE (BV)

WALL CLEAN OUT (WCO)

HOSEBIBB(HB)

LIMIT OF DEMOLITION WORK

SHEET WHERE SHOWN/CUT

DETAIL/RISER/ENLARGED PLAN

DEMOLITION NOTE DESIGNATION

NEW WORK NOTE DESIGNATION

FLOOR CLEAN OUT (FCO)

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

DOMESTIC COLD WATER (CW)

DOMESTIC HOT WATER (HW)

GROUND CLEAN OUT (GCO)

WASTE STACK

POLYVINYL CHLORIDE

PLUMBING FIXTURE MARK

PHASE/DIAMETER

WS

PVC

P-#

Ø

TYP TYPICAL

° DEGREE

W/ WITH

EXISTINGEXIST

BELOW FLOORBF

FAHRENHEITF

GAL GALLON

ABOVE FINISHED FLOORAFF

ADA AMERICANS WITH

DISABILITIES ACT COMPLIANT

ETR EXISTING TO REMAIN

WATER HEATER MARKWH-#

CROSS LINKED POLYETHYLENEPEX

DFU DRAINAGE FIXTURE UNIT

SUPPLY FIXTURE UNITSFU

X XX

DWV DRAIN WASTE VENT

GPM GALLONS PER MINUTE

AMERICAN SOCIETY OFSANITARY ENGINEERING

ASSE

ALL PLUMBING VENTS SHALL BE CUT BELOW ROOF BENEATH ROOF PENETRATION. CONNECT NEW VENT PIPING IN ATTIC.

ALL PLUMBING & PLUMBING MATERIALS SHALL MEET THE REQUIREMENTS OF THE STATE & LOCAL PLUMBING CODES.

SLOPES & INVERT ELEVATIONS OF ALL INTERIOR PIPING SHALL BE ESTABLISHED BEFORE ANY PIPING IS INSTALLED, IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. ALL PIPING SHALL BE RUN TO AVOID CONFLICTS WITH OTHER TRADES.

COORDINATE WITH ARCHITECTURAL WORKING DRAWINGS BEFORE ROUGHING-IN PLUMBING FIXTURES.

MAKE PROPER HOT & COLD WATER, WASTE, & VENT, ETC., PIPING CONNECTIONS TO ALL FIXTURES & EQUIPMENT EVEN THOUGH ALL BRANCHES, FITTINGS & CONNECTIONS ARE NOT SHOWN.

COORDINATE LOCATION OF ALL EQUIPMENT, FIXTURES & PIPING WITH STRUCTURAL & ALL OTHER TRADES. PIPING RUN AC SHALL BE RUN AS HIGH AS POSSIBLE.

ALL HOT & COLD WATER PIPING SHALL BE CONCEALED WITH-IN WALLS, SOFFITS, AND WITH-IN ATTIC. REFER TO ARCHITECTURAL DRAWINGS.

SLOPES & INVERT ELEVATIONS OF EXTERIOR SEWERS, MANHOLES, ETC., SHALL BE ESTABLISHED & VERIFIED BY PLUMBING CONTRACTOR BEFORE ANY PIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED & NECESSARY INVERT ELEVATIONS OBTAINED.

SEAL AROUND ALL WALL PENETRATIONS AIR TIGHT & FILL ANY VOIDS WITH FIRE STOP SYSTEM. SUBMIT TO THE ARCHITECT FOR APPROVAL DETAILS OF FIRE STOP SYSTEM TO BE USED.

INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS & ALL APPLICABLE LISTING REQUIREMENTS.

SALVAGE NOTE:COORDINATE REMOVAL OF PLUMBING FIXTURES WITH NRHA. NRHA SHALL HAVE FIRST RIGHT OF REFUSAL TO SALVAGE ANY AND ALL FIXTURES SCHEDULED FOR DEMOLITION PRIOR TO DISPOSAL. ALL MATERIAL REFUSED BY NRHA SHALL BE DISPOSED OF IN ACCORDANCE WITH THIS CONTRACT.

SANITARY RODDING NOTE:CONTRACTOR SHALL THOROUGHLY CLEAN ALL INTERIOR SEWER LINES TO 5'-0" OUTSIDE OF BUILDING PRIOR TO STARTING WORK.

REFER TO ARCHITECTURAL SITE PLAN FOR UNIT LOCATIONS.

UTILITY NOTE:UTILITIES ARE OWNED BY NORFOLK REDEVELOPEMENT & HOUSING AUTHORITY (NRHA). CONTRACTOR SHALL COORDINATE ALL UTILITIES WORK WITH NRHA.

CONTRACTOR SHALL PROVIDE THIRD PARTY MARKING SERVICES FOR ALL UTILITY WORK.

ALL EXISTING CAST IRON SANITARY PIPE BELOW SLAB SHALL REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REMOVE ENTIRE EXISTING WASTE AND VENT SYSTEM ABOVE FLOOR TO VTR IN THE ATTIC. SUPPORT EXISTING VTR.

ALL EXISTING DOMESTIC HOT WATER PIPING FROM THE IN GROUND VALVE BOX, AT THE ENTRY OF EACH BUILDING, SHALL BE REMOVED COMPLETE INCLUDING ALL INSULATION. ALL HOT WATER PIPING IN THE ATTIC AND CHASES SERVING FIXTURES SHALL BE REMOVED.

ALL EXISTING HOSE BIBBS SHALL BE REMOVED AND WALLS PATCHED TO MATCH ADJACENT CONDITIONS. PIPING LOCATED IN MASONRY WALLS THAT ARE INACCESSIBLE FOR REMOVAL, MAY BE ABANDONED IN PLACE.

REFER TO DEMOLITION DETAILS FOR TYPICAL EXAMPLES AT EXISTING PLUMBING SYSTEM TO BE REMOVED. PRIOR TO PIPING DEMOLITION, CONTRACTOR SHALL DOCUMENT ALL PIPE SIZES BY MARKING UP DEMOLITION PLANS. THESE DRAWINGS SHALL BECOME A PART OF THE CONTRACTOR'S RED-LINED SET OF DRAWINGS TO BE MAINTAINED AT THE JOB SITE IN ACCORDANCE WITH THE RECORD DRAWING SECTION OF THE SPECIFICATIONS

ALL EXISTING WATER SUPPLY AND SANITARY PIPING MATERIALS SHALL BE IDENTIFIED BY THE CONTRACTOR ON REDLINED DEMOLITION DRAWINGS. REPLACE ALL GALVANIZED PIPING WITH CAST IRON.

PIPING VIDEO INSPECTION NOTE:VIDEO CAMERA INSPECT ALL UNDERGROUND WASTE PIPE AND SANITARY VENT PIPE LOCATED UNDER BUILDING PAD AND SUBMIT ALONG WITH WRITTEN REPORT TO NHRA PRIOR TO BEGINNING ANY WORK.

DWV DEMOLITION NOTE:1. CAST IRON PIPING BELOW THE SLAB SHALL REMAIN IN PLACE UNLESS

OTHERWISE NOTED.

2. ALL GALVANIZED PIPING SHALL BE REMOVED BACK TO CAST IRON HUB JOINTS, INCLUDING TUB WASTE AND DRAIN PIPE BELOW THE SLAB.

3. EXISTING VTR LOCATIONS ARE TO REMAIN.

4. REMOVE ALL PIPING IN CHASES FROM APPROXIMATELY 6" AFF UP INTO THE ATTIC. RE-INSTALL NEW PIPING, MATCHING EXISTING SIZES RECORDED PRIOR TO DEMOLITION.

5. EXPOSED PIPING SHALL ALSO BE REPLACED, MAINTAINING ALL SIZES AND ROUTING UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL UTILIZE ACCEPTABLE HANGER AND SUPPORT PRACTICES WHEN INSTALLING THE NEW PIPE SYSTEMS FOR DWV.

DOMESTIC WATER DEMOLITION NOTE:1. REFER TO DETAILS ON SHEET P501 FOR THE LOCATIONS AND METHODS

REQUIRED TO PROVIDE COMPLETE DEMOLITION OF BUILDING SERVICES AND DISTRIBUTION SYSTEMS.

2. ALL EXISTING WATER PIPE SHALL BE REMOVED INCLUDING PIPE LOCATED IN THE ATTIC.

3. REFER TO DETAILS ON SHEET P501 FOR THE REQUIREMENTS TO ASSOCIATED WITH ISOLATION VALVES AND NEW PIPING DISTRIBUTION TO INDIVIDUAL UNITS.

4. EXPOSED WATER PIPING FOR NEW WATER HEATERS SHALL BE MOUNTED AS TIGHT AS POSSIBLE TO THE STRUCTURE.

PLUMBING COORDINATION NOTE:CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT LOCATION OF ALL MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL SYSTEMS AND COMPONENTS (EXISTING AND NEW) PRIOR TO COMMENCING WORK. THE FAILURE TO COMPLY WITH THIS DIRECTION SHALL NOT CONSTITUTE THE BASIS FOR A CHANGE ORDER SHOULD REWORK BE REQUIRED.

ANY CONDITIONS FOUND THAT WILL PROHIBIT MAKING THE FINAL CONNECTION(S) OR EXECUTION OF THE WORK SHALL BE REPORTED TO THE A/E IMMEDIATELY.

ANY SHUT DOWNS OR INTERRUPTIONS IN SERVICE SHALL BE APPROVED BY NHRA BEFORE THE WORK IS TO BE EXECUTED. PROVIDE MINIMUM NOTICE TO NHRA AS REQUIRED BY THE SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DELAYS TO THE PROJECT THAT ARISE DUE TO THEIR FAILURE TO COMPLY WITH THESE REQUIREMENTS.

COMPLETION OF WORK:IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL FOR A COMPLETE FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE &/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED & INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. IT IS THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK & MATERIAL FOR A COMPLETE FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE &/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED & INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK.

SITE VISIT:THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS. NOT ALL EQUIPMENT AND APPURTENANCES ARE SHOWN. FAILURE TO FOLLOW THIS STEP SHALL NOT BE A BASIS FOR CHANGE ORDERS.

EXISTING CONDITIONS:VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT, PIPING, FIXTURES, ETC.

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

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LEGEND, NOTES ANDABBREVIATIONS ANDSCHEDULES

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LEGENDS & ABBREVIATIONSGENERAL NOTES

DEMOLITION NOTES

REVISIONS


1 6/9/19 REVISION 1 - REBID

1

TUB & SHOWER

WATER CLOSETADA - WATER CLOSET ADA - WALL MOUNTED LAVATORY WALL MOUNTED LAVATORY

P-5

MOUNTINGPIPE SIZES

HW CW WP VPTRAPMARK DESCRIPTION

1/2" 1/2" 2" 1-1/2"'P'-TRAPTUB & SHOWER

SPECIFICATIONS:

1. PORCELAIN ENAMELED STEEL TUB, WHITE WITH OVERFLOW & DRAIN.

COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2. WATER SENSE LABELED PRESSURE BALANCED TUB & SHOWER VALVE WITH

SHOWER HEAD (1.5 GPM), SPOUT & DIVERTER. (VALVE SHALL MEET ASSE 1016).

PROVIDE VALVE WITH INTEGRAL SHUT OFF VALVES.

P-2P-1

-

DETAIL BASED ON KOHLER OR AMERICAN STANDARD


ADA - WALL MOUNTEDLAVATORY

WALLMOUNTED

1-1/2"2"1/2"1/2"

SPECIFICATIONS:

1. VITREOUS CHINA ADA COMPLIANT WALL MOUNTED LAVATORY WITH FRONT

OVERFLOW AND FAUCET HOLES ON 4" CENTERS AND SELF DRAINING DECK.

2. WATER SENSE LABELED, CHROME PLATED CAST BRASS SINGLE CONTROL

CENTERSET FAUCET POLISH CHROME PLATED FINISH, CERAMIC VALVE, ADA

COMPLIANT LEVER HANDLE WITH COLOR INDEX, 0.5 GPM VANDAL RESISTANT

AERATING SPRAY OUTLET, DRAIN PULLOUT PLUG WITH CHAIN.

3. CHROME FINISH CAST BRASS COMPRESSION ANGLE STOPS WITH CHROME FINISH

RIGID SUPPLY RISERS. AND CLOSED END COPPER ELLS AND TUBULAR BRASS

ADJUSTABLE 'P'-TRAP WITH ANSI AND ADA APPROVED, VINYL MOLDED INSULATION

WITH NYLON FASTENER KITS, PAINTED AS DIRECTED BY THE ARCHITECT.

4. PROVIDE CONCEALED ARM CARRIER.

34"

FLOOR

MOUNTINGPIPE SIZES


P-3


'P'-TRAPWALL MOUNTED

LAVATORYWALL

MOUNTED1-1/2"2"1/2"1/2"

SPECIFICATIONS:

1. VITREOUS CHINA WALL MOUNTED LAVATORY WITH FRONT OVERFLOW AND FAUCET

HOLES ON 4" CENTERS AND SELF DRAINING DECK.

2. WATER SENSE LABELED, CHROME PLATED CAST BRASS SINGLE CONTROL

CENTERSET FAUCET POLISH CHROME PLATED FINISH, CERAMIC VALVE, LEVER

HANDLE WITH COLOR INDEX, 0.5 GPM VANDAL RESISTANT AERATING SPRAY OUTLET,

DRAIN PULLOUT PLUG WITH CHAIN.

3. CHROME FINISH CAST BRASS COMPRESSION ANGLE STOPS WITH CHROME FINISH

RIGID SUPPLY RISERS AND CLOSED END COPPER ELLS AND TUBULAR BRASS

ADJUSTABLE 'P'-TRAP.

4. PROVIDE CONCEALED ARM CARRIER.

34"

FLOOR

MOUNTINGPIPE SIZES


P-4


'P'-TRAP

MOUNTINGPIPE SIZES

HW

-

CW WP VPTRAPMARK DESCRIPTION

FLUSH TANKWATER CLOSET

INTEGRAL 1/2" 4" 2"

MOUNTINGPIPE SIZES

HW

-

CW WP VPTRAPMARK DESCRIPTION

ADA - FLUSH TANKWATER CLOSET

INTEGRAL 1/2" 4" 2" FLOOR

SPECIFICATIONS :

1. VITREOUS CHINA ADA COMPLIANT CLOSE COUPLED WATER CLOSET WITH

FULLY GLAZED 2-1/8" TRAPWAY, ELONGATED BOWL, 1.28 GALLONS PER

FLUSH. FLUSH HANDLE LOCATED ON WIDE SIDE OF STALL.

2. CHROME FINISH CAST BRASS COMPRESSION ANGLE STOP WITH HANDLE.

CHROME FINISH RIGID SUPPLY RISERS, CLOSED END COPPER ELLS.

3. WHITE SOLID PLASTIC CLOSED FRONT ELONGATED SEAT WITH LID AND

EXTERNAL CHECK HINGES, INTEGRAL BUMPERS, WITH COVER.

4. PROVIDE WATER SENSE LABELED FIXTURE.

FLOOR

17"-19"

FLOOR

15"

FLOOR

SPECIFICATIONS :

1. VITREOUS CHINA CLOSE COUPLED WATER CLOSET WITH FULLY GLAZED

2-1/8" TRAPWAY, ELONGATED BOWL, 1.28 GALLONS PER FLUSH. FLUSH

HANDLE LOCATED ON WIDE SIDE OF STALL.

2. CHROME FINISH CAST BRASS COMPRESSION ANGLE STOP WITH HANDLE.

CHROME FINISH RIGID SUPPLY RISERS, CLOSED END COPPER ELLS.

3. WHITE SOLID PLASTIC CLOSED FRONT ELONGATED SEAT WITH LID AND

EXTERNAL CHECK HINGES, INTEGRAL BUMPERS, WITH COVER.

4. PROVIDE WATER SENSE LABELED FIXTURE.

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

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FIXTURE PLATES

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REVISIONS



1

L

W

D

ADA - DUAL BASIN WATER COOLERKITCHEN SINK COUNTER TOP ADA - ROLL-IN SHOWERWASHER WALL BOX

-WALL

MOUNTED1/2" 1-1/2" 1-1/2"'P'-TRAP

ADA - DUAL BASINELECTRIC WATER COOLER

SPECIFICATIONS:

1. DUAL BASIN UNIT SHALL DELIVER 8.0 GPH OF 50°F WATER @ 90°F AMBIENT

TEMPERATURE. TO INCLUDE FRONT AND SIDE PUSH PADS. UNIT SHALL BE POWDER

COATED GALVANIZED STEEL.

2. CHROME FINISH CAST BRASS LOOSE KEY ANGLE STOPS WITH CHROME FINISH RIGID

SUPPLY RISERS. GRID STRAINER & ADJUSTABLE 'P'-TRAP.

3. MOUNT PER MANUFACTURERS INSTRUCTIONS FOR ADA COMPLIANCE.

36"

38"-43"

FLOOR

MOUNTINGPIPE SIZES


P-9

MOUNTINGPIPE SIZES


COUNTER

TOP1-1/2"2"1/2"1/2"'P'-TRAP

SPECIFICATIONS:

1. SEAMLESS DIE DRAWN 18 GAUGE STAINLESS STEEL SINK WITH EXPOSED

SURFACE POLISHED TO A NON-POROUS FINISH. FULLY COATED UNDERSIDE

INSULATED FOR SOUND AND CONDENSATE.

2. 8" CENTER, TWO HANDLE BELOW DECKMOUNT FAUCET WITH CERAMIC SEATS,

POLISHED CHROME PLATED FINISH TRIM, CAST BRASS BODIES, BRASS SPOUT

AND TRIM, WALL FORM SWING SPOUT, STANDARD 1.8 GPM FLOW CONTROL

AERATOR, 4" BLADE HANDLES, BASKET STRAINER, COLOR INDEX METAL

HANDLES WITH VANDAL RESISTANT SCREWS.

3. CHROME FINISH CAST BRASS COMPRESSION ANGLE STOPS WITH HANDLE AND

STAINLESS STEEL, BRAIDED SUPPLY LINES. BASKET STRAINER, GLUED PVC

WASTE 'P'-TRAP. PROVIDE CLOSED END COPPER ELLS.

4. SIDE INLET TAILPIECE AND COMPRESSION DUAL ANGLE STOP VALVE FOR

DISHWASHER CONNECTION, AND SINK.

5. PROVIDE OFF-SET WASTE FOR ADA INSTALLATION.

6. PROVIDE WATER SENSE LABELED FAUCET.

P-6KITCHEN SINK (2 COMPARTMENT)

19"Wx33"Lx6-1/2"DADA - ROLL-IN SHOWER

SPECIFICATIONS:

1. TILED ADA COMPLIANT SHOWER ENCLOSURE WITH WATER SENSE LABELED, ADA

COMPLIANT PRESSURE BALANCING VALVE WITH HAND SPRAY & SLIDE BAR, 2.0 GPM.

PROVIDE IN WALL DIVERTER VALVE TO FIXED SHOWER HEAD, 2.0 GPM. CHROME

SHOWER DRAIN AND SEAT. PROVIDE PVC SHOWER PAN.

2. PROVIDE LINEAR DRAIN IN FRONT OF SHOWER BASE.

3. SEAT AND GRAB BARS PROVIDED BY ARCHITECTURAL SPECIFICATIONS.

48" MAX

38" MIN

FRONT VIEW (CONTROL WALL) SIDE VIEW

BALANCING VALVE

60" HOSE MIN.

SHOWER DRAIN

SLIDE BAR

HAND SHOWERBACK WALL

27" MAX

DIRECTLY BELOWCONTROLS

DIRECTLY BELOWCONTROLS

DO NOT INSTALL

FIXED SHOWER HEAD

SHOWER CONTROLS

DIVERTER

DO NOT INSTALL

DIVERTER VALVE

FIXED SHOWERHEAD

SEAT

MOUNTING

WALL

PIPE SIZES

HW

1/2"

CW

1/2"

WP

2"

VP

1-1/2"

TRAP

'P'-TRAP

MARK DESCRIPTION

WASHER WALL BOX

DETAIL BASED ON GUY GRAY

SPECIFICATIONS:

1. WASHING MACHINE OUTLET BOX - PVC RESIN. (AT FIRE RATED WALLS,

PROVIDE FIRE RATED ASSEMBLY WITH INTUMESCENT PAD ATTACHED.)

2. (2) 3/4" HOSE BIBBS & 2" STANDPIPE CONNECTION AND HAMMER ARRESTERS.

P-7

MOUNTING

FRAMEDENCLOSURE

PIPE SIZES

HW

1/2"

CW

1/2"

WP

2"

VP

1-1/2"

TRAP

'P'-TRAP

MARK DESCRIPTION

P-8

plate 700

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SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

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FIXTURE PLATES

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REVISIONS



1

1

VERNON DRIVE

PLAYGROUND

PLAYGROUND

PLAYGROUND

PLAYGROUND

FF=14.63'

FF=14.64'

FF=12.43'

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

SS

SS

S

S

S

S

S

S

SS

S

S

S

S

S

SS S

S

SS

S

S

S

SS

S

S

S

S

S

S

SS

S

SS

SS

S

SS

S

S

S

S

S

HE

AT

ING

PL

AN

T

MA

NA

GE

ME

NT

PUMPSTATION

BLDG.-44

BLDG.-46

BLDG.-48

BLDG.-50

BLDG. -51

BLDG.-64

BLDG.-52

BLDG.-65

BLDG.-66

BLDG.-54

BLDG.-55

BLDG.-57

BLDG.-56

BLDG.-45

BLDG.-60

BLDG.-61

BLDG.-63

BE

RK

LE

Y A

VE

VERNON DRIVE

CAMPOSTELLA ROAD

GR

EE

N L

EA

F D

R

GR

EE

N L

EA

F D

R

CY

PR

ES

S S

T

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I NE

ER



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

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PS100

SITE PLAN

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REVISIONS



SCALE: 1/64" = 1'-0"

SITE PLAN

1

3

1

23

2

1

4 4

6

5

3

6

5

8 8

9

10

12 13 14

16

1717 17 17

EXCAVATE EXISTING SEWER

P501

B

10

11 11

1 REMOVE WATER CLOSET, FLANGE AND LEAD BEND. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.

REMOVE LAVATORY. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.

REMOVE TUB/SHOWER VALVE AND TUB COMPLETE. REMOVE EXISTING DRUM TRAP AND WASTE, VENT, AND WATER PIPING COMPLETE.

REMOVE KITCHEN SINK. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.

REMOVE EXISTING WATER CLOSET, FLANGE AND LEAD BEND. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.




CUT SEWER AND REMOVE ALL SANITARY AND WASTE VENT PIPING.

FULLY DEMOLISH ALL EXISTING WASTE, VENT, AND WATER PIPING FOR UNIT BEING CONVERTED TO ADA.

DEMOLISH ALL EXISTING WASTE 6" AFF AND UP. DEMOLISH VENT AND WATER PIPING COMPLETE FOR EACH UNIT.

REMOVE ALL HOSE BIBBS ON EACH BUILDING. LOCATIONS VARIES, ASSUME FOUR HOSE BIBBS PER BUILDING FOR BID PURPOSES.

REMOVE EXISTING VALVE BOX AND ISOLATION VALVE FOR COLD WATER AND PREPARE FOR NEW BOX AND ISOLATION VALVE. (LOCATION VARIES FOR EACH BUILDING)

REMOVE ALL HOT AND COLD WATER PIPING BACK TO APPROXIMATELY 10' FROM BUILDING AND CAP. (LOCATION VARIES FOR EACH BUILDING) REFER TO DETAILS ON SHEET P501.

REMOVE ALL HOT AND COLD WATER PIPING IN ATTIC.

REFER TO DETAILS ON SHEET P501 FOR VALVE BOX AND HEAT TRENCH. EXACT LOCATION VARIES PER BUILDING TYPE.

REMOVE EXISTING WASHER BOXES COMPLETE.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

SAW CUT NOTE:CONTRACTOR SHALL SAW CUT, REMOVE & PATCH CONCRETE FLOOR AS REQUIRED TO PERFORM WORK INDICATED. PATCH FLOOR TO MATCH ADJACENT EXISTING CONDITIONS AND ARCHITECTURAL FINISH SCHEDULE WHERE APPLICABLE. CONTRACTOR SHALL VERIFY PIPE INVERTS PRIOR TO SAW CUTTING.

ASBESTOS ABATEMENT:PIPING INSULATION AND FITTINGS WITHIN THE ATTIC AND WITHIN WALL CHASES INCLUDING ASBESTOS CONTAINING AND CONTAMINATED MATERIALS (ACM) SHALL BE REMOVED IN ACCORDANCE WITH SECTION 02 08 01.

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

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Rebid

PD101

BUILDING TYPES A FLOORPLANS - DEMOLITION

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SCALE: 1/8" = 1'-0"

BUILDING TYPE A FLOOR PLAN - DEMOLTION

NOTES THIS SHEET

NOTE: WHERE AN EXISTING UNIT IS TO BE CONVERTED TO ADA, REFER TO NEW WORK PLAN. DEMOLITION OF BELOWFLOOR DWV WILL BE REQUIRED, AS WELL AS SAWCUTTING FOR NEW WORK.

REVISIONS


1 (NOT USED)

(NOT USED)

(NOT USED)

(NOT USED)

REMOVE EXISTING WATER CLOSET, FLANGE AND LEAD BEND. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.




CUT SEWER AND REMOVE ALL SANITARY AND WASTE VENT PIPING.

FULLY DEMOLISH ALL EXISTING WASTE, VENT, AND WATER PIPING FOR UNIT BEING CONVERTED TO ADA.








2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17


8 8

6

7

5

8

8 8 8 8

11

12 13 14

17

17

17

17 17

11

11 11 11 11

17 17

7 6 5 7 6 5 7 6 5 7 6 5

7 6 5 7 6 5 7 6 5 7 6 5

15 15 15 15

15 15 15 15

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

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New

Work

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PD102

BUILDING TYPE B FLOORPLANS - DEMOLITION

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NOTES THIS SHEET

SCALE: 1/8" = 1'-0"

BUILDING TYPE B FIRST FLOOR PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

BUILDING TYPE B SECOND FLOOR PLAN - DEMOLITION

REVISIONS


4 4 4 4

4 4 4 4

8 8 8 8

8 8 8 8

9

10 10

10 1010 10

65

1010

3 2 1 3 2 1 3 2 1 3 2 1

3 2 1 3 2 1 3 2 1 3 2 1

7 7 7 7

7 7 7 7

1 REMOVE WATER CLOSET, FLANGE, AND LEAD BEND. REMOVE EXISTING WASTE, VENT, AND WATER PIPING COMPLETE.











2

3

4

5

6

7

8

9

10

11


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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

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New

Work

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ebid

PD103

BUILDING TYPE C FLOORPLANS - DEMOLITION

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3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE C FIRST FLOOR PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

BUILDING TYPE C SECOND FLOOR PLAN - DEMOLITION

NOTES THIS SHEET

REVISIONS


4 4

21

44

21

4 4 4 4

8 8 8 8

8 8 8 8

5 6 9

11 11

10 10

10 10 10

3 2 1 3 2 1 3 2 1 3 2 1

3 2 1 3 2 1 3 2 1 3 2 1

7 7 7 7

7 7 7 7











EXISTING WASTE STACK SHALL BE CUT 6" ABOVE FLOOR. PREPARE FOR REPLACEMENT OF ALL EXPOSED PIPING. REFER TO NEW WORK PLAN FOR CONINUATION.

2

3

4

5

6

7

8

9

10

11


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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

PD104

BUILDING TYPE D1 FLOORPLANS - DEMOLTION

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE D1 FIRST FLOOR PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

BUILDING TYPE D1 SECOND FLOOR PLAN - DEMOLITION

NOTES THIS SHEET

REVISIONS


4 4 4 4

4 4 4 4

2

1

2

1

8 88 8

8 8 8 8

5 6 9

10

1111

10 10

10

10 10

1010

3 2 1 3 2 1 3 2 1 3 2 1

3 2 1 3 2 1 3 2 1 3 2 1

7 7 7 7

7 7 7 7












2

3

4

5

6

7

8

9

10

11


AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

PD105

BUILDING TYPE DR1 FLOORPLANS - DEMOLITION

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE DR1 FIRST FLOOR PLAN - DEMOLITION

SCALE: 1/8" = 1'-0"

BUILDING TYPE DR1 SECOND FLOOR PLAN - DEMOLITION

NOTES THIS SHEET

REVISIONS


4 4

12

44

1

2

8 8 8 8

5 6 9

11

10 10

11

10 10

3 2 1 3 2 1 3 2 1 3 2 1

7 7 7 7












2

3

4

5

6

7

8

9

10

11


8 8 8 8

4444

1010

21 21

1010

1111

7 7

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

PD106

BUILDING TYPES E AND E2FLOOR PLANS - DEMOLITION

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE E FIRST FLOOR PLAN - DEMOLITIONSCALE: 1/8" = 1'-0"

BUILDING TYPE E SECOND FLOOR PLAN - DEMOLITION

NOTES THIS SHEET

SCALE: 1/8" = 1'-0"

BUILDING TYPE E2 FIRST FLOOR PLAN - DEMOLITIONSCALE: 1/8" = 1'-0"

BUILDING TYPE E2 SECOND FLOOR PLAN - DEMOLITION

REVISIONS


DN

DN

DN

1

3

3

2

3

3

EXIST. WPEXIST. CW

5

DOMESTIC WATER TO REMAIN,INCLUDING VALVES AND APPURTENANCES

XX

XX

XX

XX

X

4

1 REMOVE EXISTING SINK AND ALL ASSOCIATED ACCESSORIES COMPLETE. ROUGH-IN PIPING TO REMAIN.

REMOVE EXISTING TANKLESS WATER HEATER AND ALL ASSOCIATED ACCESSORIES COMPLETE.

CLEAN EXISTING PLUMBING FIXTURES IN PLACE DURING CONSTRUCTION.

REMOVE EXISTING HOT WATER PIPING ABOVE CEILING.

REMOVE EXISTING WATER HEATER ABOVE CEILING AND ALL ASSOCIATED ACCESSORIES COMPLETE.

2

3

4

5

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

PD107

MANAGEMENT BUILDING -DEMOLITION

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

MANAGEMENT BUILDING PLAN - DEMOLITION

NOTES THIS SHEET

REVISIONS



1

1

1

P201

1 (TYP)

P201

2 (TYP)

P201

3 (TYP)

Apt 1.2A Apt 1.1Apt 1.3

1

NEW WORK SCOPE NOTE:CONTRACTOR SHALL PROVIDE A NEW PEX A WATER DISTRIBUTION SYSTEM AND A NEW PVC DWV SYSTEM. NEW PIPING SHALL MATCH EXISTING PIPE SIZES. REFER TO RED-LINED DRAWINGS DOCUMENTED PRIOR TO DEMOLITION. REFER TO SHEET P501 FOR TYPICAL EXISTING INSTALLATION OF A COMMON WASTE AND WATER RISER. THERE WILL BE VARIATIONS AS SOME TYPICAL UNITS SHOWN ARE MIRRORED. THE ENTIRE EXISTING DOMESTIC HOT WATER SYSTEM SHALL BE REMOVED AND REPLACED. REFER TO DETAIL ON SHEET P501. EXISTING COLD WATER MAINS SHALL BE REPLACED IN ATTICS WITH NEW INSULATED PEX A PIPING. BELOW SLAB WORK IS REQUIRED FOR FIRST FLOOR ADA UNITS. LIMITED SAW CUTTING SHALL BE REQUIRED WHERE PIPING IS TO BE INSTALLED OR REMOVED, ALL TUB WASTE, TRAPS, AND PIPING CONNECTED TO CAST IRON PIPING BELOW FLOOR SHALL BE REPLACED. CONTRACTOR SHALL REVIEW DRAWINGS AND SPECIFICATIONS COMPLETELY BEFORE BEGINNING WORK. PROVIDE QUESTIONS OR COMMENTS PRIOR TO BID IN WRITING AS STIPULATED IN THE FRONT END OF THE CONTRACT DOCUMENTS. PEX A WATER PIPE AND FITTING ARE BASED ON REHAU OR APPROVED EQUAL

1 VENT PIPE THROUGH ROOF.

AI

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GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P101

BUILDING TYPES A FLOORPLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE A FLOOR PLAN - NEW WORK

NOTES THIS SHEET

REVISIONS




P205

1 (TYP)

P202

1 (TYP)Apt 4.1 Apt 2.2A

Apt 2.1 Apt 2.1 Apt 2.1 Apt 2.1

Apt 4.1

P202

3 (TYP)

Apt 4.1

Apt 2.1 Apt 2.1 Apt 2.1 Apt 2.1

Apt 4.1

P205

2 (TYP)

P202

2 (TYP)

1 1

11

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P102

BUILDING TYPE B FLOORPLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

NOTES THIS SHEET

SCALE: 1/8" = 1'-0"

BUILDING TYPE B FIRST FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE B SECOND FLOOR PLAN - NEW WORK

REVISIONS


Apt 3.1 Apt 2.3 Apt 3.2 Apt 3.1

Apt 3.1 Apt 2.3 Apt 3.2 Apt 3.1

P204

2 (TYP)

P204

4 (TYP)

P202

5 (TYP)

1 1

1 1

P204

1 (TYP)

P204

3 (TYP)

P202

4 (TYP)Apt 3.1 Apt 2.3 Apt 3.2 Apt 3.1

Apt 2.3 Apt 3.2 Apt 3.1Apt 3.1

1



AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P103

BUILDING TYPE C FLOORPLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE C SECOND FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE C FIRST FLOOR PLAN - NEW WORK

NOTES THIS SHEET

REVISIONS


Apt 4.2 Apt 1.4 Apt 2.5 Apt 4.2

Apt 3.1 Apt 2.3 Apt 3.2 Apt 3.1

P201

5 (TYP)

P203

4 (TYP)

1 1

1 1

P205

4 (TYP)

P201

4 (TYP)

P203


Apt 4.2 Apt 1.4 Apt 2.5 Apt 4.2

P205

3 (TYP)



AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P104

BUILDING TYPE D1 FLOORPLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE D1 SECOND FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE D1 FIRST FLOOR PLAN - NEW WORK

NOTES THIS SHEET

REVISIONS


Apt 3.1 Apt 2.3 Apt 3.2 Apt 3.1

Apt 4.2 Apt 1.4 Apt 2.5 Apt 4.2

P201

5 (TYP)

1 1

1 1

P201


Apt 4.2 Apt 1.4 Apt 2.5 Apt 4.2



AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P105

BUILDING TYPE DR1 FLOORPLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE DR1 SECOND FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE DR1 FIRST FLOOR PLAN - NEW WORK

NOTES THIS SHEET

REVISIONS


Apt 4.2 Apt 2.4 Apt 2.4 Apt 4.2

11

P203

2 (TYP)

Apt 2.4

Apt 4.2 Apt 2.4 Apt 2.4 Apt 4.2

P203

1 (TYP)



P203

5

APT. 3.3A APT. 2.7A

P204

5 (TYP)

P204

6 (TYP)

APT. 3.5 APT. 3.5

1 1

AI

NI

GRI

VFOHTLAEW

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OC

PR

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ESS I ONAL ENGI N

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P106

BUILDING TYPES E AND E1FLOOR PLANS - NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

BUILDING TYPE E SECOND FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE E FIRST FLOOR PLAN - NEW WORK

NOTES THIS SHEET

SCALE: 1/8" = 1'-0"

BUILDING TYPE E2 FIRST FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"

BUILDING TYPE E2 SECOND FLOOR PLAN - NEW WORKREVISIONS


DN

DN

DN

P-6

1

3WH-4

2

2

2

2

3WH-4

1 INSTALL NEW P-6 SINK AND ALL ASSOCIATED ACCESSORIES. MODIFY EXISTING ROUGH-IN AS REQUIRED.

COMPLETELY CLEAN PLUMBING FIXTURES TO "LIKE NEW" CONDITION. REMOVE STAINS, CORROSION AND SCALE.

PROVIDE NEW INSTANT WATER HEATER AS SCHEDULED.

2

3

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P107

MANAGEMENT BUILDING -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/8" = 1'-0"

MANAGEMENT BUILDING - NEW WORK

NOTES THIS SHEET

REVISIONS


4

2 WH-1

P-6

P-5

P-4

P-2

7

1

P-73

10

2WH-1

4

WCO

GCO

P-6

3"

3 P-7

P-3

4" BF

3" WP-DN2" VP-UP

7 P-8

8

3" VP-UP TO VTR

P-1

S1P501

BF

10 11

1W1P501

2" VP

EXIST. GCO

9

3

2 WH-1

4

P-7

P-6

6

3

2WH-1

1

4P-6

P-5

P-4

P-2

7

P-7

10

P-57

P-4

P-2

10 11

1 ROUTE PIPING IN ATTIC TO WATER HEATER LOCATION.

PROVIDE NEW ELECTRIC WATER HEATER AS SCHEDULED. SEE WATER HEATER DETAIL.

PROVIDE NEW WASHER BOX.

PROVIDE DISHWASHER CONNECTION TO SINK.

PROVIDE NEW WASTE, VENT, HOT, COLD WATER PIPING SYSTEMS. INSTALLATION SHALL MATCH EXISTING PIPE SIZES RECORDED PRIOR RO DEMOLITION. WATER PIPING SHALL BE COPPER AND PEX A AS DETAILED AND DWV PIPING SHALL BE PVC. PROVIDE NEW FLANGE FOR WATER CLOSET MOUNTED ON FIRST FLOOR SLAB.

WATER PIPING DOWN FROM SECOND FLOOR.

PROVIDE NEW BATHING FIXTURE, COMPLETE INCLUDING WASTE AND WATER PIPING.

CONTRACTOR SHALL EXCAVATE EXISTING SANITARY SEWER.

ROUTE PIPING THROUGH CHASE TO WATER HEATER LOCATION.

PROVIDE ACCESS PANEL IN WALL FOR ACCESS TO SHUTOFF VALVES FOR TWO APARTMENTS. REFER TO DETAIL "C" ON P501.

WATER PIPING DOWN FROM ATTIC.

2

3

4

5

6

7

8

9

10

11


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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P201

TYPICAL ONE BEDROOMAPARTMENT FLOOR PLANS -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

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n, N

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, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/4" = 1'-0" P201

1 TYPICAL APT. 1.1 - FIRST FLOOR PLANSCALE: 1/4" = 1'-0" P201

2 TYPICAL APT. 1.2A - FIRST FLOOR PLAN - ADASCALE: 1/4" = 1'-0" P201

4 TYPICAL APT. 1.4 - FIRST FLOOR PLAN

SCALE: 1/4" = 1'-0" P201


5 TYPICAL APT. 1.4 - SECOND FLOOR PLAN

NOTES THIS SHEET

5 5

55

REVISIONS


3

4P-6

WH-22

1

P-7

8

6 P-5

P-4

P-2

97

P-610

P-3

P-8

WH-22

3 P-7P-1

6

8

12

11

3"

13

2"14

WH-2 2

3

4 P-6

P-7

1

8

P-4

P-2

P-5 6

7 9

1 ROUTE PIPING INSIDE CHASE TO WATER HEATER LOCATION.

PROVIDE NEW ELECTRIC WATER HEATER AS SCHEDULED, IN PAN, LOCATED ON FLOOR. SEE WATER HEATER DETAIL.



PROVIDE NEW WASTE AND VENT, HOT AND COLD WATER SYSTEMS. INSTALL AS REQUIRED IN KIND AS INSTALLED ORIGINALLY WITH PEX A FOR WATER PIPE AND PVC FOR DWV. PROVIDE NEW FLANGE FOR WATER CLOSET MOUNTED ON FIRST FLOOR SLAB.

PROVIDE NEW BATHING FIXTURE COMPLETE, INCLUDING WASTE AND WATER.




CONNECT NEW 2" SINK PIPING TO PIPING SERVING LAVATORY INSIDE WALL. PROVIDE DISHWASHER CONNECTION TO SINK.

PROVIDE SAW CUT AREA FOR NEW 3" PIPING SERVING NEW WASHER BOX.

ROUTE PIPING FROM NEW WASHER BOX TO EXISTING PIPING LOCATED OUTSIDE OF BUILDING. SEE CIVIL FOR CONTINUATION.

ROUTE SANITARY VENT PIPING TO INSIDE WALL AND CONNECT TO VENT PIPING SERVING WATER CLSOET.

2

3

4

5

6

7

8

9

10

11

12

13


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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P202

TYPICAL BEDROOMAPARTMENT FLOOR PLANS -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

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n, N

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, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/4" = 1'-0" P202


SCALE: 1/4" = 1'-0" P202


SCALE: 1/4" = 1'-0" P202

3 TYPICAL APT. 2.2A - FIRST FLOOR PLANSCALE: 1/4" = 1'-0" P202


SCALE: 1/4" = 1'-0" P202


NOTES THIS SHEET

55

5 5 5

REVISIONS



1

1

3

2 WH-2

4

1

P-6

P-7

8

P-5

P-4

P-2

6

7 9

4P-6

3P-7

1

WH-2 2

8

6 P-5

P-4

P-2

97

1 ROUTE PIPING IN CHASE WALL TO WATER HEATER LOCATION.




PROVIDE NEW WASTE AND VENT, HOT AND COLD WATER SYSTEMS. INSTALL AS REQUIRED IN KIND AS INSTALLED ORIGINALLYWITH PEX A FOR WATER PIPE AND PVC FOR DWV. PROVIDE NEW FLANGE FOR WATER CLOSET MOUNTED ON FIRST FLOOR SLAB.


PROVIDE ACCESS PANEL IN WALL FOR ACCESS TO SHUTOFF VALVES FOR TWO APARTMENTS. REFER TO DETAIL "C" P501.



2

3

4

5

6

7

8

9


3P-7

5

4 P-6

8

P-3

P-1

P-8

1

2

6

WH-2

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P203

TYPICAL BEDROOMAPARTMENT FLOOR PLANS -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

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A 2

3523

17034-02

05.05.2019

SCALE: 1/4" = 1'-0" P203


SCALE: 1/4" = 1'-0" P203


SCALE: 1/4" = 1'-0" P203


SCALE: 1/4" = 1'-0" P203


5 5

55

NOTES THIS SHEET

SCALE: 1/4" = 1'-0" P203

5 TYPICAL APT. 2.7A FIRST FLOOR PLAN

REVISIONS



1 1

P-6 4

P-7 3

WH-3 2

6

10

7 P-5

P-4

P-2

98

WH-32

P-6 4

P-7 3

6

10

7 P-5

P-4

P-2

98

P-1

P-3

WH-3 2

P-7

P-8

P-64

3

6

10

1

3" GCO12

11

3"

3"

7

1 ROUTE PIPING THROUGH SOFFIT TO WATER HEATER LOCATION.




2

3

4

5

6

7

8







PROVIDE SAW CUT AREA FOR NEW 3" PIPING SERVING NEW WASHER BOX.

ROUTE PIPING FROM NEW WASHER BOX TOEXISTING PIPING LOCATED OUTSIDE OF BUILDING AS SHOWN.

9

10

11

12

ROUTE PAN DRAIN DOWN AND HORIZONTALLY TO THE OUTDOORS. UTILIZE SOFFIT AND CHASE AS REQUIRED. REFER TO DETAIL ON P501.

WATER HEATER PAN DRAIN PIPE SHALL TERMINATE WALL WITH 90° ELL AIMED DOWN AT EXTERIOR. PROVIDE SCREEN IN OUTLET. REFER TO DETAIL ON P501.

13

14


4

3

2

7

P-6

10

P-7

P-5

P-4

P-2

1

WH-3

14

13

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GRI

VFOHTLAEW

NO

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PR

OF

ESS I ONAL ENG

I NE

ER



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P204

TYPICAL THREE BEDROOMAPARTMENT FLOOR PLANS -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

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n, N

orf

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, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/4" = 1'-0" P204


2 TYPICAL APT. 3.1 - SECOND FLOOR PLANSCALE: 1/4" = 1'-0" P204



SCALE: 1/4" = 1'-0" P204

5 TYPICAL APT. 3.3A - FIRST FLOOR PLAN

555

5

5

NOTES THIS SHEET

SCALE: 1/4" = 1'-0" P204


REVISIONS



1

11

1

WH-3 2

P-7 3

8

P-6 4

11

1

7 P-5

P-4

P-2

P-4

P-2

7P-5

9 10

WH-32

P-7 3

8

P-6 4

P-2P-4

11

7 P-5

P-4

P-2

109

1 ROUTE PIPING THROUGH SOFFIT TO WATER HEATER LOCATION.





PROVIDE NEW WASTE AND VENT PIPING. CONNECT TO EXISTING WASTE RISER IN WALL. CONCEAL WASTE AND VENT PIPING IN WALL AND SOFFIT.






2

3

4

5

6

7

8

9

10

11


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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P205

TYPICAL FOUR BEDROOMAPARTMENT FLOOR PLANS -NEW WORK

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/4" = 1'-0" P205


SCALE: 1/4" = 1'-0" P205


SCALE: 1/4" = 1'-0" P205


SCALE: 1/4" = 1'-0" P205

4 TYPICAL APT. 4.2 - SECOND FLOOR PLAN5 5

5 5

NOTES THIS SHEET

REVISIONS



1

1

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

PLUMBING WASTE AND WATER RISER DIAGRAM - NEW WORK - TYP 1ST FLOOR PLAN

PLUMBING WASTE AND WATER RISER DIAGRAM - NEW WORK - TYP 2ND FLOOR PLAN

PLUMBING WASTE AND WATER RISER DIAGRAM - DEMOLITION - TYP 1ST FLOOR PLAN

PLUMBING WASTE AND WATER RISER DIAGRAM - DEMOLITION - TYP 2ND FLOOR PLAN

DEMOLITION NOTES THIS SHEET:

NEW WORK NOTES THIS SHEET:

CAPPED AIRCHAMBERS

CAPPED AIRCHAMBERCAPPED AIR

CHAMBER

SINK ANDTRAY

SINK ANDTRAY

4" TO SEWER

CAPPED AIRCHAMBERS

4" WS DN TOSEWER IN SLAB

CAPPED AIRCHAMBERS

CAPPED AIRCHAMBERCAPPED AIR

CHAMBER

LEAD BENDS TOBE REMOVED

SINK ANDTRAY

SINK ANDTRAY

4" TO SEWER

CAPPED AIRCHAMBERS

LEAD BENDS TO BEREMOVED

4" DN TOSEWER IN SLAB

REMOVE VENT THRU ROOF AND REMOVE ALL PIPE DOWN INTO 1ST

FLOOR. VTR OPENING TO REMAIN.

REMOVE DRUM TRAPS.

CUT EXISTING PIPE 6" ABOVE FLOOR UNLESS OTHERWISE NOTED.

CUT SUPPLY TO HOSE BIBB AND ABANDON OR REMOVE.

REMOVE ALL EXISTING HOSE BIBBS.

ROUTE NEW VENT PIPING THROUGH EXISTING OPENING.

PROVIDE P-TRAPS ON NEW WORK.

CONNECT TO EXISTING PIPE.

PROVIDE THERMOSTATIC MIXING VALVE SET AT 110°F MAX (ASSE 1070).

3" VTR, ETR

1-1/2" VP

2" VP

FCO

1/2"

3/4"

2" WP, ETR

3/4" HW

1" CW

3/4"

LAV

LAV

2"

1/2"

1-1/2" VP

1/2"

1/2"

3/4" HW 3/4" CW

1/2" CW

3/4" HB

1-1/2" VP

1"

1/2"

C.O.

1"

1-1/2"

WCWC

1/2" CW

1/2" HW

1-1/2"

2" VTR, ETR

1/2" CW

1/2" HW

1-1/2"

3/4"

1-1/2"

TUB

4", ETR

TUB

CO

3" VTR

1-1/2" VP

2" VP

4"

3/4"

3/4" HW

1" CW

3/4"

LAV

LAV

2"

1/2"

2"

1-1/2" VP

1/2"

1/2"

1"

1/2"

1"

1-1/2"

WCWC

1-1/2"

1-1/2"

3/4"

1-1/2"

TUB

4"

TUB

2"

4", ETR

3" VTR, ETR

1-1/2" VP

2" VP

FCO

3/4" HB

1/2"

3/4"

2" WP, ETR

3/4" HW

1" CW

3/4"

LAV

LAV

2"

1/2"

1-1/2" VP

1/2"

1/2"

3/4" HW 3/4" CW

1/2" CW

3/4" HB

1-1/2" VP

1"

1/2"

C.O.

1"

1-1/2"

1/2" CW

1/2" HW

1-1/2"

2" VTR, ETR

1/2" CW

1/2" HW

1-1/2"

3/4"

1-1/2"

TUB

4", ETRTUB

CO

3" VTR

1-1/2" VP

2" VP

4"

3/4"

3/4" HW

1" CW

3/4"

LAV

LAV

2"

1/2"

2"

1-1/2" VP

1/2"

1/2"

1"

1/2"

1"

1-1/2"

1-1/2"

1-1/2"

3/4"

1-1/2"

TUB

4"TUB

2"

4", ETR

WCWC

WCWC

1

2

2

1

1

3

3

3

3

2

2

1

2

2

1

1

3

3

4

5

3

3

2

2

1

2

3

4

5

1

2

3

4

4

4

DFU AND SFU COUNT NOTE:THE DFU AND SFU COUNT VARIES FROM BUILDING TO BUILDING.

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757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P401

RISERS

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

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n, N

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A 2

3523

17034-02

05.05.2019

REVISIONS


TYPICAL CW VALVE BOX DETAIL - DEMOLITION

TYPICAL CW VALVE BOX DETAIL - NEW WORK

DEMO NOTES THIS SHEET:

NEW WORK NOTES THIS SHEET:

SERVING DISTRIBUTION TO UNITS

TYP APT 1.2A FIRST FLOOR WASTE RISER S1

TYP APT 1.2A FIRST FLOOR WATER RISER W1

DOMESTIC HOT WATER PIPING DEMOLITION DETAIL

TYPICAL ACCESS PANEL FOR ISOLATION VALVES

1

1

1

1

2

2

NO SCALE P201

NO SCALE P201

NO SCALE

NO SCALE

NO SCALE

NO SCALE

PATCH FLOOROPENING

CAP

GRADE

FLOOR SLAB

MAIN

5'-0"

ETR PIPING UNDERGROUND(TYP FOR HW)

ABANDON PIPING

BUILDINGWALL

REMOVE PIPINGBELOW FLOOR

DOWEL (TYP)

INSULATING CONCRETE

REFER TOMECHANICALDETAIL FOR ACCESSTO HEAT TRENCH

WCO

3" VTR

GCO

P-7

P-6

P-8

P-3

P-1

1-1/2"

1-1/2"

2"

3"2"

2"

2"

1-1/2"

2"

3"

4"

2"

P-6

P-7

P-8

P-3

P-1

1/2"

3/4"

3/4"

1/2"

3/4"

3/4"

3/4" FROM ATTIC

PANEL FOR VALVE ACCESS

3" WCO

WCO

ROUTED THROUGH CABINET

TO WH-1

REFER TO DETAIL

SLEEVE TO REMAIN

REMOVE EXISTING BOXANDLID COMPLETE

EXISTING CW SHALL BE REMOVEDTHROUGH OUT BUILDING.

DEMO FLOOR TO ACCESS PIPESBELOW SLAB

COLD WATER PIPE TO BE REMOVED.

TYPICAL POINTS OF DISCONNECTION FOR EXISTING

SERVICE PIPING TO BUILDING. (LOCATION VARIES)

PATCH FLOOR TOMATCH EXISTING

SET BOX WITH LID,FLUSH WITH GRADE

NEW COPPER COLD WATER PIPE UP.CONVERT TOPEX AND ROUTE TO ATTIC, DISTRIBUTEHORIZONTALLY TO SUPPLY UNITS.

SEAL SLEEVE WATERTIGHT WITH OAKUM

PROVIDE UNION(TYP)

PROVIDE BALLVALVE WITHHANDLE INVERTICAL FORACCESS

SLEEVE

WRAP EXISTING WITHRUBATEX AND TAPE

PROVIDE NEW SLEEVE ABOVEFLOOR AND SEAL WITH CAULK

ADD THRUST BLOCK,POUR AROUND ELBOWAFTER TESTING,PROTECT PIPE FROMCONCRETE

PROVIDE CONCRETEAROUND BOX. EXTENDCONCRETE MINIMUM OF 6"FROM LID

CONNECT TO EXISTING COLD WATER PIPE.

PROVIDE THERMOSTATIC MIXING VALVE SET @ 110°F MAX (ASSE 1070).

PEX PIPE

3/4" CW3/4" CW

NEW COLD WATERPIPE IN ATTIC

TYPICALLY, NEW COLD WATER SUPPLY PIPE TO A UNITWILL BE LOCATED IN THE UPPER PORTION OF A PIPECHASE. PROVIDE ACCESS DOOR ON "ONE" SIDE OF THECHASE TO ALLOW ACCESS TO ISOLATION VALVESSERVING TWO UNITS.

REMOVABLE ACCESS PANEL SERVING TWO UNITS.PROVIDE VANDAL PROOF HARDWARE.

NEW COPPERCOLD WATER

TMC AND CRO WASTE RISER DIAGRAM S2

4"

4"

3" VTR

FCO

WCO P-6P-9

P-1

P-1

P-7

P-3

P-3

2"

NO SCALE

DW

2"

2"

2"

GCO

2"

4"

1-1/2"

1-1/2"2"

1-1/2"

1-1/2"

3"

2"

TC-P101

WATER HEATER DETAIL

WATER HEATER

DRAIN PAN W/ DRAIN FITTTING

EXPANSION TANK

DRAIN VALVE

VACUUM RELIEF VALVE

UNION

TEMPERATUREPRESSURE RELIEF VALVE

BALL VALVE

FLEXIBLE WATERCONNECTIONS

PEX PIPING

COPPER PIPING

COPPER PIPING

NOTE:

1. WATER HEATERS LOCATED ON FIRST FLOOR MUST INCLUDE CAPPED DRAIN FITTING AT DRAIN

PAN.

2. WATER HEATERS LOCATED ON SECOND FLOOR MUST INCLUDE A 1" DRAIN LINE FROM THE

DRAIN PAN TO THE OUTDOORS. SUPPORT PIPING TIGHT TO WALL AND PROVIDE FITTING AS

NECESSARY FOR NEAT OFFSET. PIPE MUST PENETRATE EXTERIOR WALL AND BE TERMINATED

NOT LESS THAN 6" AND NOT MORE THAN 24" ABOVE GROUND SURFACE.

NOT TO SCALE

X X

X X

CW,ETR

HW,ETR

EXISTING SHUT-OFF

HW PIPE FROM TUNNEL REFER TO HOT WATER PIPING DEMOLITION DETAIL

BP501

AI

NI

GRI

VFOHTLAEW

NO

MM

OC

PR

OF

ESS I ONAL ENGI N

EE

R



757 627 1489

SHEET TITLE:

SHEET NUMBER:

PROJECT NUMBER:

DATE:

CHECKED BY:

SHEET STATUS:

KEY PLAN:


A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

CONSULTANT:

10

1/16" = 1'-0"

20 30

1/8" = 1'-0"

108642 18161412

1/4" = 1'-0"

54321 9876

3/8" = 1'-0"

21 64 53 7

1/2" = 1'-0"

21 43 5

3/4" = 1'-0"

1 32

1" = 1'-0"

1 2 3

3/16" = 1'-0"

42 8631 75 9

1-1/2" = 1'-0"

1

3" = 1'-0"

1

GRAPHICSCALE

JASON A. KULENGUSKI

Lic. No. 052876

05/05/19

Dig

gs T

ow

n P

hase II -

New

Work

- R

ebid

P501

DETAILS AND RISERS

Norf

olk

Re

deve

lop

men

t an

d H

ousin

g A

uth

ority

Dig

gs T

ow

n, N

orf

olk

, V

A 2

3523

17034-02

05.05.2019

SCALE: 1/2" = 1'-0"

ENLARGED PLAN - TYPICAL WATER SERVICE ENTRY PLAN

CVARIES

DP204

BP501

REVISIONS



1

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