Rehabilitation of Building 12 M A · 2018-05-10 · REF. REF. REF. REF. A-201.12 Unit 722 1 A-202.12 1 2X 2B 1A 1X 2A 10 01 Approx extent of (E) concrete Patio, typ Washer/Dryer by

A1011

SIM

101

1i

Room name

101

NameElevation

1

Ref

1

A101

SIM

1t

Section Call‐Out

Floor Elevation

Window Identification.Reference Window Schedule

Door Identification.Reference Door Schedule

Detail Call‐Out

Room Name

Room Number

Drawing #

Sheet #

Elevation Call‐Out

Drawing #

Sheet #

Electrical/Light Fixture

A‐101

Drawing #

Sheet #

Electrical Switch

Supply Register, (N) or (E)

Return Register, (N) or (E)

(E)

(E)

Keynote

Scale

Project number

Date

Drawn by

Checked by

R C H I T E C T U R EAA Y E R SM5132 Coronado AvenueOakland, CA 94618www.mayersarch.com

1/4" = 1'‐0"

9/7/2017 2:29:33 PM

G-001

General Information

10.0103

Housing Aut hority of the County of Contra Costa

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General Description of Work

Rehabilitation of Building 12

Sheet Number Sheet Name

G‐001 General Information

G‐002 General Notes, Cal‐ Green/ T24 Compliance

A‐101.12 Building 12 Ground Floor Plan

A‐102.12 Building 12‐‐Second Floor Plan

A‐201.12 Building 12 Elevations

A‐202.12 Building 12 Elevations

A‐203 Interior Elevations

A‐501 Wall & Window Details

A‐601a Scope of Work Schedule

A‐601b Scope of Work Schedule & Product List

A‐602 Schedules & Door Details

S‐101 First Floor Structural Plan

S‐102 Second Floor Structural Plan

S‐103 Roof Framing Plan

S‐510 Structural Details‐‐Roof

MEP‐601 MEP Performance Criteria

Sheet Index

Project DirectoryOwnerHousing Authority of the County of Contra Costa3133 Estudillo StreetMartinez, CA 94553Contact: Robert Moore(925) 957‐[email protected]

ArchitectMayers Architecture5132 Coronado AvenueOakland, CA 94618Contact: Larry Mayers(510) 520‐[email protected]

Structural EngineerIDA Structural Engineers1629 Telegraph Ave. Suite 300Oakland, CA 94612Contact: Steve DeJesse(510) 834‐1629srdejesse@ida‐se.com

General Notes

Vicinity Map

Symbols Legend

Deferred/Separate Submittals as applicable

AbbreviationsAB ANCHOR BOLTACC ACCESSIBLEAD AREA DRAINADDL ADDITIONALADJ ADJACENTAFF ABOVE FINISH FLOORALUM ALUMINUMAMP AMPEREANSI AMERICAN NATIONAL

STANDARDS INSTITUTEAPPROX APPROXIMATEARCH ARCHITECTURALASSY ASSEMBLYASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALSAVG AVERAGEBETW BETWEENBD BOARDBLDG BUILDINGBLKG BLOCKINGBO BOTTOM OFBYND BEYONDBTWN BETWEENC CHANNELCtoC CENTER TO CENTERCAB CABINETCBC CALIFORNIA BUILDING CODECEM CEMENT, CEMENTITIOUSCFM CUBIC FEET PER MINUTECG CORNER GUARDCL CENTER LINECJ CONTROL JOINTCLR CLEARCLOS CLOSETCNTR COUNTERCO CLEAN OUTCOL COLUMNCONC CONCRETECOND CONDITIONCONT CONTINUOUSCONSTR CONSTRUCTIONCOORD COORDINATECPT CARPETCT CERAMIC TILECTR CENTERCU CUBICDBL DOUBLEDEG DEGREEDEMO DEMOLITIONDF DOUGLAS FIRDIA DIAMETERDIM DIMENSIONDIP DUCTILE IRON PIPEDISCH DISCHARGEDR DOORDS DOWNSPOUTDTL DETAILDW DISHWASHERDWG DRAWINGDWR DRAWEREA EACHEL ELEVATIONELEC ELECTRICALELEV ELEVATIONENCL ENCLOSEDEQ EQUALEQUIP EQUIPMENT

EXIST EXISTINGEXT EXTERIORFD FLOOR DRAINFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFG FIBERGLASSFIG FIGUREFIN FINISHFLR FLOOR, FLOORINGFLUOR FLUORESCENTFND FOUNDATIONFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFT FEETFTG FITTINGGA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGD GARBAGE DISPOSALGL GLASSGND GROUNDGPM GALLONS PER MINUTESGSM GALVANIZED SHEET METALGYP GYPSUMH HEIGHTHB HOSE BIBHCP HANDICAPPEDGL GLASSHORIZ HORIZONTALHP HORSEPOWERHR HOURHVAC HEATING, VENTILATION &

AIR CONDITIONINGHZ HERTZIN INCHESINT INTERIORINST INSTALLINSUL INSULATIONJT JOINTKW KILOWATTSL LENGTHLAM LIQUID APPLIED MEMBRANELBS POUNDSLF LIGHT FIXTURELOC LOCATIONM METER(M) MATCHMATL MATERIALMAX MAXIMUMMC MEDICINE CABINETMDF MEDIUM DENSITY FIBER BOARDMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMTD MOUNTEDMTG MOUNTINGMTL METALN/A NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNR NOT RATEDNTS NOT TO SCALE

O/ OVEROA OVERALLOC ON CENTEROH OPPOSITE HANDOPN’G OPENINGOPP OPPOSITEORIG ORIGINALOSB ORIENTED STRAND BOARDPBD PARTICLE BOARDPERP PERPENDICULARPL PLATEPLAM PLASTIC LAMINATEPLYWDPLYWOODPNL PANELPSI POUND PER SQUARE INCHPT PRESSURE TREATEDPTD PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDEQTY QUANTITY(R) REMOVE/RELOCATERCP REFLECTED CEILING PLANREINF REINFORCING/REINFORCEMENTREQD REQUIREDREQS REQUIREMENTSREV REVISIONREF REFERENCEREFR REFRIGERATORRES RESILIENTRF RESILIENT FLOORINGRM ROOMRO ROUGH OPENINGRPM REVOLUTIONS PER MINUTES SOUTHSAM SELF ADHERED MEMBRANESC SEALED CONCRETESCHED SCHEDULESD SMOKE DETECTORSEC SECTIONSED SEE ELECTRICAL DRAWINGSSIDG SIDINGSIM SIMILARSHT SHEETSHTG SHEATHINGSHWR SHOWERSMD SEE MECHANICAL DRAWINGSSOG SLAB ON GRADESPD SEE PLUMBING DRAWINGSSPECS SPECIFICATIONSSQ SQUARESS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSTC SOUND TRNASMISISON CLASSSTD STANDARDSTL STEELSTRUCT STRUCTURE/STRUCTURALSUSP SUSPENDS/SUSPENDEDTBD TO BE DETERMINEDTCD TOILET (SEAT) COVER DISPENSERTDD (PAPER) TOWEL

DISPENSER/DISPOSALTEL TELEPHONETEMP TEMPEREDTHK THICKTHRU THROUGHTO TOP OFTOC TOP OF CONCRETE

TOP TOP OF PLATETOS TOP OF SLABTPD TOILET PAPER DISPENSERTYP TYPICALUG UNDERGROUNDUL UNDERWRITERS

LABORATORIESUON UNLESS OTHERWISE NOTEDV VOLTSVERT VERTICALVIF VERIFY IN FIELDW WATTSW WESTW WIDTHWC WATER CLOSETWD WOODWDW WINDOWW/ WITHW/O WITHOUTWO WHERE OCCURSWRB WATER RESISTANT BARRIER@ AT< ANGLE& AND

(Units 719‐722) Bayo Vista, Rodeo, CA

MEP EngineersEngineering 350256 Moulton StreetSan Francisco, CA 94123Contact: Kim Zylker(415) 354‐0006 x 101([email protected])

Code Information1. The Scope of Work consists of the general rehabilitation of Units 719‐722, located in Building 12 at the Bayo Vista Community in Rodeo. Units 721 & 722 are significantly fire‐damaged.

The work consists of:2. Structural: Replacement of fire‐damaged wood members at Units 721 and 722, including: All of the roof framing and sheathing; portions of the second floor framing and sheathing;

portions of interior walls, and the interior unit stairs.3. Building Envelope: New roofing. Replacement of a portion of the exterior (stucco‐covered) walls, and repair of the remaining walls that are essentially sound except for smoke damage.

Replacement of all doors and windows at Units 721 and 722. Repair as needed of windows and doors at Units 719 and 720. Replacement of insulation for entire roof, exterior walls atUnits 721 and 721, and where accessible elsewhere, including at Party Walls. General clean‐up and painting.

4. Interiors: At fire‐damaged units: Complete rehabilitation of the interiors at fire‐damaged units including new gypsum board, doors, architectural woodwork, cabinets, and all wall,ceiling, and floor finishes. At other units, the scope of work includes general refurbishment, including new kitchen and bath cabinets, new tub enclosures, and baths.

5. Utilities: Replacement of plumbing fixtures except tubs at Units 719 and 720, water heater, and wall heaters. Replacement of the electrical service, meter, and disconnect, provision ofnew load centers at each unit. and complete re‐wiring of the fire‐damaged units, new lighting fixtures at all units, and new hard‐wired smoke detectors at all units.

6. Energy Performance and CalGreen: All new work will comply with Code‐required energy performance and water efficiency standards.7. See Sheets A‐601a and b for a detailed description of the Scope of Work.

Item Existing ProposedSite Information Site Address Units #719‐722: 121‐127 Dempsey Way, Rodeo CA 94572 No Change Zoning R‐1C No Change Building Footprint 1,910 sf No Change

Building Information Habitable Area Units: 952 sf ea; Total=3,840 sf No Change Occupancy R‐2 No Change Construction Type V‐B (under current Code) V‐B Sprinklers* None no Change Height 2 stories No Change Parking Shared Surface Parking No Change

*While sprinklers are excepted for this rehabilitation of an existing building, this project includes increasing fire safety byextending the 1‐hour rated party walls (which currently terminate at the underside of the non‐rated ceiling) to the underside ofthe roof deck.

Building Codes2016 California Building Code (CBC); 2016 California Electrical Code; 2016 California Mechanical Code; 2016 California PlumbingCode; 2016 California Energy Code; 2016 California Fire Code; 2016 California Green Building Standards Code; and other stateand local ordinances and regulations as applicable.

Area MapSee General Notes on Sheet G‐002.

See General Note 4 on Sheet G‐002.

No. Description Date1 Client Review 9/7/20172

Scale

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9/7/2017 2:11:03 PM

G-002

General Notes, Cal‐Green/ T24 Compliance

10.0103


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Scope of Work/RequirementsThis project is the rehabilitation of one fire‐damaged individual residential unit within an existing, four‐unit building.

Per CalGreen 301.1.1 governing additions and alterations, the mandatory provisions of Chapter 4 shall be applied to additions oralterations of existing residential buildings where the addition or alteration increases the building’s conditioned area, volume, or size.This project does not increase the building's conditioned area, volume, or size. Requirements for CalGreen shall apply only to and/orwithin the specific area of the addition or alteration.

Per Title 24, Section 150.2(b) governing "alterations" restricts conformance to the components being altered.

Compliance1. The General Contractor shall be responsible for filling out the prescriptive compliance paperwork, and to supply product cut

sheets as required to demonstrate compliance.2. The following table lists all applicable CalGreen requirements and provides information on where in the Drawing Set each

requirement is addressed:

CalGreen/Title 24 ConformanceGeneral Notes


RE

F.

RE

F.

RE

F.

RE

F.

Unit 722A-201.12

1

A-202.12

1

2X

2B

1A

1X

2A

10

01

Approx extent of(E) concrete

Patio, typ

Washer/Dryer by Tenant

A-201.123

Living/Dining

722-1

Kitchen

722-2

Washer/Dryer by Tenant

A-2033

4

1

2X

10

01

1X

2A

8

2B

TrueNorth

2

typ @ (N) Stucco

Unit 721Unit 720Unit 719

A-202.12 2

23.6

8.1a

6.5b

2.2a10.4

6.5c.1

26.3a

2.5c

2.5c

26.8

23.1323.13

6.106.10

6.6

10.3

8.2a.1

8.3a

8.4a

6.5a.16.5a.1

8.5c8.5

7.4b

23.4

23.5

8.3b

8.2a.1

8.4a

7.4btyp @ (N) Stucco

8.5c8.52.2b

2.4d.1

2.4d.1

2.5b.2

26.3b

26.3b

2.5b.2

A-203

2

3 1

4Sim

8.1a

Living/Dining

720-1

Kitchen

720-2

23.6

typ, but see Scope of Work

typ

not at Unit 719

8.2a.2

8.2a.2

8.2a.1

8.2a.2

2.4a

Living/Dining

721-1

Line ofoverhanging Floor

above, typ

2.4d.2

2.5a.26.8

2.5f7.4b

4.1

6.42.5g

6.6Handrailsonly

6.5c.2

8.3c

Kitchen

721-2

Kitchen

719-2

Living/Dining

719-1

8.4a

8.4a8.4b

8.58.5ball windows,Unit 720

8.58.5a

all windows,Unit 719

typ

6.7

6.7

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1/4" = 1'‐0"

9/7/2017 2:35:32 PM

A-101.12

Building 12 GroundFloor Plan

10.0103


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1/4" = 1'-0"1 Building 12--First Floor

Construction PlanNotes1. See Scope of Work Schedule and Product List on Sheet A‐601 for

additional information and requirements.2. For (N) replacement doors and windows located in (E) openings, door

and window sizes given on the Door and Window Schedules arenominal. General Contractor is to verify the dimensions of the (E)openings prior to ordering materials and adjust accordingly.

3. Annotations for Unit 721 are similar to annotations for Unit 722 UON.4. Annotations for Unit 719 are similar to annotations for Unit 720 UON.

First Floor Plan Keynotes


Key Value Keynote Text

10.3 Postal Specialties: Furnish and install new horizontal mail slot perthe Product List and Room Schedule below.

10.4 Storage Shed: NIC. Owner to furnish and install storage shed.Scope of work for General Contractor is to clear the existing pad.

23.4 Replace water heater per Product List. All accessible hot waterpiping shall be insulated to meet Code. Work includes new ventingand routing of the PRV drain to the exterior. See Mechanical,Electrical, and Plumbing Performance Criteria on Sheet MEP‐601 foradditional information and requirements.

23.5 All water heaters to be properly seismically strapped to wall.

23.6 Remove and replace existing wall furnaces with new per ProductList. Work includes new thermostat, also per Product List, installedat least 36" from wall heater. Wiring shall be within wall cavity.Work includes new exhaust venting. See Mechanical, Electrical, andPlumbing Performance Criteria on Sheet MEP‐601 for additionalinformation and requirements.

23.13 Furnish and install new dryer vent (also see Item 6.10 above) anddryer vent wall cap, new kitchen vent hood (see item 11.1 above),and connections to and supply of all miscellaneous roof and wallaccessories necessary for complete systems. Coordinate with item7.1 above.

26.3a (E) Exterior Meter/Main Breaker: Furnish and install new MainBreaker/Disconnect and Meter. See Item 9.3a for additionalinformation and requirements.

26.3b Power Distribution to Units: Furnish and install new main feedersfrom new Meters to new Load Centers in each unit. Load Centersshall be new, 120/240V, 100A units. The Load centers shall belocated behind the exterior kitchen door. Support/hang the cablesto meet Code requirements.

26.8 Telecom: Furnish and install new telecom service entry panels asrequested by Owner, and furnish and install new cabling to theindividual units, meeting all applicable Code requirements. Telecomcabling shall be supported independently within the attic. Telecomcabling must be supported separately from power cabling. See Item9 .3a for additional information and requirements.


8.2a.2 Exterior Doors: Repair and re‐install existing entry door. Repairjamb and threshold, as applicable, including replacing any missing ordamaged components. At exterior doors, deadbolts and locksetsshall be furnished by Owner and installed by General Contractor.Work at exterior doors shall also include the furnishing andinstallation of new weather‐stripping and thresholds. Front doorshall be prepped to receive mail slot. See Item 10.3.

8.3a Screen Doors: Furnish and install front screen doors, includinglatching hardware and pneumatic closers, per Product List.

8.3b Screen Doors: Furnish and install rear screen doors, includinglatching hardware and pneumatic closers, per Product List.

8.3c Screen Doors: Repair existing screen doors, using new hardware,including latching hardware and pneumatic closers per Product List.

8.4a Door Stops: Furnish and install new door stops per the Product Listat all doors. Attach to adjacent baseboard unless otherwiseindicated.

8.4b Door Hardware: For existing interior doors to remain, furnish andinstall new hardware per Product List, or to match HousingAuthority standard. Test door for full operation, adjust asnecessary, and clean.

8.5 Windows: Furnish and install all new windows per Product List andper the Conditions noted below. Also furnish and install new screenon operable windows. See MEP Performance Criteria on SheetMEP‐601 for additional information and requirements. PerException 1 to Title 24 Section 150.2(b)1B: Replacement of verticalfenestration no greater than 75 square feet with a U‐factor nogreater than 0.40 in Climate Zones 1‐16, and a SHGC value nogreater than 0.35 in Climate Zones 2, 4, and 6‐16. Note: Theproject is located in Climate Zone 3.

8.5a Condition 1: Existing Window to Remain: Clean and adjust for fulloperation. Replace any broken glazing or missing components.

8.5b Condition 2: Where existing stucco is to remain, and where existingaluminum frame is intact or salvageable: Remove (E) sash. Clean(E) frame and test for straightness. Straighten/repair as requiredfor smooth operation of new window. Furnish and install newretrofit window with Z‐bar frame on existing aluminum frame,similar to installations at previous retrofits in other Units, and inaccordance with AAMA 2410‐03.

8.5c Condition 3: New nail‐fin window installed in existing/re‐framedopening per the requirements of Sheet A‐501, and in accordancewith AAMA 2400‐10.


6.6 Interior Architectural Woodwork: Furnish and install all newinterior architectural trim (casings, stair stringer trim, handrails(including brackets, properly blocked), etc.) as may be required for acomplete installation. Stair handrails to be stain grade. All othertrim to be paint grade. Note: No wood base: All base shall berubber base. See Item 9.2.

6.7 Closet poles, shelves and trim: Furnish and install closet poles andshelving: a. Install upper shelf and closet pole at bedrooms andliving room guest closet. b. Install (5) shelves at 1’‐0” intervals, orprovide adjustable shelves at linen closet.

6.8 Kitchen Cabinets: Furnish and install new kitchen cabinets per theproduct list. At cabinets below sinks, tool‐in sealant (MArecommends silicone or acrylic‐modified silicone) along jointsbetween cabinet bottom and cabinet walls and/or face frame, andbetween cabinet bottom and wall, if cabinet has no back panel.Cabinets to comply with CalGreen requirements for lowformaldehyde substrates, and low VOC coatings and sealants.

6.10 Dryer Vent Furring: Furnish and install new wood or MDF “box”around new dryer vent. Coordinate with new ducting per item23.13.

7.4b Wall Insulation: At exterior walls, furnish and install min R‐13 battinsulation. At party wall: Furnish and install all new acoustic battinsulation. Install per manufacturer’s guidelines and per Coderequirements, including protection from electrical devices.Insulation shall be no or no‐added formaldehyde. Also seeMechanical Electrical and Plumbing Performance Criteria on SheetMEP‐601 for additional information and requirements.

8.1a Interior Doors: Furnish and install with new components all interiordoors, frames, hardware, and trim. See Product List. Note Doortype 2B has a truncated top to fit under the stairs. Verify size,configuration, and handedness prior to ordering.

8.2a.1 Exterior Doors: Furnish and install with new components allexterior doors to match existing doors at adjacent units. At exteriordoors, deadbolts and locksets shall be furnished by Owner andinstalled by General Contractor. Work at exterior doors shall alsoinclude the furnishing and installation of new weather‐stripping andthresholds. Front door shall be prepped to receive mail slot. SeeItem 10.3.


2.2a Demolish existing storage shed. See Item 10.4.

2.2b Make repairs to storage shed roof, siding and door for completeinstallation.

2.4a Demolish rear porch roof and other appurtenances (e.g.: lightfixture) from rear façade.

2.4d.1 Doors: Remove front door and frame. Also see Items 8.2a and b.

2.4d.2 Doors: Remove rear door and frame. Also see Items 8.2a and b.

2.5a.2 Remove existing kitchen cabinets and countertops, and bathroomvanities.

2.5b.2 Remove all remnants of original power distribution to units,including old load centers, as well as temporary power connectionmade after original fire in Unit 722. See requirements underSection 26.

2.5c Remove existing meter/disconnect box, telecom boxes, and relatedconduit and cabling. This includes original cabling as well astemporary cabling made after the original fire in Unit 722. Also seerequirements under Section 26.

2.5f At party wall between Units 720 & 721, where wall is damaged,inspect existing insulation, and remove damaged insulation. Thismay require additional gypsum board demolition.

2.5g Remove existing stairs.

4.1 Countertops: Countertops at Kitchen: Furnish and install newgranite countertops and 4” splashes at kitchen. Properly cement alljoints for a complete installation. Granite type and detailing tomatch new installations at Units 688‐690, 785, 882, & 884. If sametype of granite is not available, submit samples of similar, availablegranite types to Owner for Owner’s selection.

6.4 Stairs: Replace stairs in kind. Also see S‐series items below foradditional information and requirements. Provide blocking forinstallation of handrails.

6.5a.1 Repair front porch rails and balusters to match (E).

6.5b Furnish and install all new rear porch roof to match existing. Flashinto wall using proper weatherlapped techniques.

6.5c.1 Furnish and install new battens, corner boards, fascia and otherexterior architectural trim to match (E) WO (typically @ (N) Stucco).

6.5c.2 Repair/replace battens, corner boards, fascia and other exteriorarchitectural trim to match (E) WO (typically @ locations wherestucco is not being replaced).

8

47

6 5

11 0908

02 02

Typ

0911

11

02

56

7

8

4

Bedroom 1

722-5

Bedroom 2

722-6

Bedroom 3

722-7

Hall

722-4

Bath

722-8

Stairs

722-3

08

TrueNorth

A-203 68

5

7 BathroomElevations

Typ

Unit 722Unit 721Unit 720Unit 719

110809

8.1a

Bedroom 1

720-5

Bedroom 2

720-6

Hall

720-4

Bath

720-8

Bedroom 3

720-7

Bedroom 1

719-5

Bedrooom 2

719-6

Bedroom 3

719-7

Hall

719-4

Bedroom 3

721-7

Bedroom 2

721-6

Bedroom 1

721-5

Hall

721-4

Bath

721-8

Stairs

719-3

Bath

719-8

Stairs

720-3

Stairs

721-3

B.3

8.5ball windows,Unit 720

8.5aall windows,Unit 719

8.58.5

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1/4" = 1'‐0"

9/7/2017 2:09:03 PM

A-102.12

Building 12‐‐SecondFloor Plan

10.0103


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1/4" = 1'-0"1 Building 12--2nd Floor

Construction PlanNotes1. See Scope of Work Schedule and Product List on Sheet A‐601 for

additional information and requirements.2. For (N) replacement doors and windows located in (E) openings, door

and window sizes given on the Door and Window Schedules arenominal. General Contractor is to verify the dimensions of the (E)openings prior to ordering materials and adjust accordingly.

3. Annotations for Unit 721 are similar to annotations for Unit 722 UON.4. Annotations for Unit 719 are similar to annotations for Unit 720 UON.

Second Floor Plan KeynotesKey Value Keynote Text

8.1a Interior Doors: Furnish and install with new components allinterior doors, frames, hardware, and trim. See Product List.Note Door type 2B has a truncated top to fit under the stairs.Verify size, configuration, and handedness prior to ordering.

8.5 Windows: Furnish and install all new windows per Product Listand per the Conditions noted below. Also furnish and install newscreen on operable windows. See MEP Performance Criteria onSheet MEP‐601 for additional information and requirements. PerException 1 to Title 24 Section 150.2(b)1B: Replacement ofvertical fenestration no greater than 75 square feet with aU‐factor no greater than 0.40 in Climate Zones 1‐16, and a SHGCvalue no greater than 0.35 in Climate Zones 2, 4, and 6‐16. Note:The project is located in Climate Zone 3.

8.5a Condition 1: Existing Window to Remain: Clean and adjust forfull operation. Replace any broken glazing or missingcomponents.

8.5b Condition 2: Where existing stucco is to remain, and whereexisting aluminum frame is intact or salvageable: Remove (E)sash. Clean (E) frame and test for straightness.Straighten/repair as required for smooth operation of newwindow. Furnish and install new retrofit window with Z‐barframe on existing aluminum frame, similar to installations atprevious retrofits in other Units, and in accordance with AAMA2410‐03.

B.3 Ceramic Tile, Condition 1: Remove all ceramic tile. Patch andrepair gypsum board as required to accept new paint.

Approx extent of firedamage. See Scope ofWork Schedule,Structural Plan, andKeynotes. Damageextends to replacing.Note: Scope of Workincludes repair of anydamaged exteriorTrim & Stucco onadjacent units. Workalso includes paintingof the entire building.See full Scope of Workand Unit Matrix foradditional info & reqs

Typ @ (N)Stucco

Shading denotes area of (E) Stucco to beremoved & replaced, typ. Also remove & replace

stucco @ porch Soffit @ Units 721 & 722

7.1

6.5c.16.5c.1

9.39.3a

6.5a.2

3

A-501

typ

@ (N)Stucco

4

A-501

typ

@ (N)Stucco

1

A-501

Sim

6.5a.26.5a.16.5a.1

Typ @ (E)Stucco

6.5c.16.5c.2

Shading denotes area of (E) Stucco to beremoved & replaced, typ

Approx extent of firedamage. See Scope ofWork Schedule,Structural Plan, andKeynotes. Damageextends to replacing.Note: Scope of Workincludes repair of anydamaged exterior Trim &Stucco on adjacent units.Work also includespainting of the entirebuilding. See full Scopeof Work and Unit Matrixfor additional info &reqs

Gutters and Downspouts?

4

A-501

typ

@ (N)Stucco

3

A-501

typ

@ (N)Stucco

26.3a

26.8

6.5c.16.5c.1typ @ (N)

Stucco

6.5a.2

9.39.3atyp @ (N)

Stucco

1

A-501

Sim

@Corner

Scale

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1/4" = 1'‐0"

9/7/2017 2:09:10 PM

A-201.12

Building 12 Elevations

10.0103


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1/4" = 1'-0"1 Building 12--South (Front) Elevation

Building Elevation Notes1. See General Notes, Sheet G‐001 for additional information and requirements.2. See Scope of Work Schedule and Product List on Sheet A‐601 for additional information

and requirements.

Building Elevation Keynotes


1/4" = 1'-0"3 Building 12--East Side Elevation


6.5a.1 Repair front porch rails and balusters to match (E).

6.5a.2 Furnish and install new front porch rails and balusters to match(E).

6.5c.1 Furnish and install new battens, corner boards, fascia and otherexterior architectural trim to match (E) WO (typically @ (N)Stucco).

6.5c.2 Repair/replace battens, corner boards, fascia and other exteriorarchitectural trim to match (E) WO (typically @ locations wherestucco is not being replaced).

7.1 Roof repairs: Replace roofing (shingles and underlayment) inkind, in a proper weather‐lapped fashion and according tomanufacturer’s installation instructions and per Coderequirements. Furnish and install all flashing (GSM and/or SAF orequivalent) and roofing accessories (replacing damaged roofjacks, vents, etc.) as may be required for a complete installation.

9.3 Exterior Portland Cement Plaster (Stucco): Also see Item 9.5bbelow for additional information and requirements.

9.3a Where stucco has been removed: Build back new, three‐coatPortland Cement Plaster (stucco) system to match existing,including weather resistant barrier (WRB), lath (properly stoodoff from surface of WRB), base coat, brown coat, and finish coat.This section also includes constructing the reveal joints betweenexisting and new stucco as indicated on the drawings.Coordinate with installation of electrical and communicationsboxes as may be required. Installation of new panel boxes shallinclude new GSM reglet‐type flashing over the top of the panel(extending 3” to each side, with hemmed edges), integrated intothe new stucco using proper waterproofing techniques.

26.3a (E) Exterior Meter/Main Breaker: Furnish and install new MainBreaker/Disconnect and Meter. See Item 9.3a for additionalinformation and requirements.

26.8 Telecom: Furnish and install new telecom service entry panels asrequested by Owner, and furnish and install new cabling to theindividual units, meeting all applicable Code requirements.Telecom cabling shall be supported independently within theattic. Telecom cabling must be supported separately from powercabling. See Item 9 .3a for additional information andrequirements.

Approx extent of fire damage. SeeScope of Work Schedule, StructuralPlan, and Keynotes. Damage extendsto replacing. Note: Scope of Workincludes repair of any damaged exteriorTrim & Stucco on adjacent units. Workalso includes painting of the entirebuilding. See full Scope of Work andUnit Matrix for additional info & reqs

Unit 721Unit 722

Typ @(N) Stucco

3

A-501

typ

@ (N)Stucco

4

A-501

typ

@ (N)Stucco

Hose Bib

2

A-602

Sim

3

A-602

Sim

4

A-602

Sim

Unit 720 Unit 719


7.16.5c.16.5c.1 6.5c.16.5c.2typ @(N) Stucco

typ @(E) Stucco

9.39.3

26.6

6.5b

23.3

23.13

Light Fixture, typ

23.3Hose Bib

26.6Light Fixture

26.6Light Fixture

6.5c.2

26.6Light Fixture

1' ‐ 0"


1

A-501

Sim

typ @(E) Stucco

6.5c.26.5c.26.5c.2

Scale

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Date

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1/4" = 1'‐0"

9/7/2017 2:09:18 PM

A-202.12

Building 12 Elevations

10.0103


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1/4" = 1'-0"1 Building 12--North (Rear) Elevation

1/4" = 1'-0"2 Building 12--West Side Elevation

Building Elevation Notes1. See General Notes, Sheet G‐001 for additional information and requirements.2. See Scope of Work Schedule and Product List on Sheet A‐601 for additional information

and requirements.

Building Elevation Keynotes

Min Clr

2' ‐ 6" 2' ‐ 6" 1' ‐ 0"

SS Panel

3' ‐ 6"

3' ‐ 0"

2' ‐ 4"

0' ‐ 4"

Typ

23.9

5.1

11.2

4.1

6.8

23.7

11.1

1' ‐ 0"

1' ‐ 6"1' ‐ 6"3' ‐ 0"2' ‐ 0"

3' ‐ 0"

2' ‐ 4"

Windoww/integrated,raised sill.See WindowSchedule

Special closetdoor understairs. SeeDoorSchedule

Typ

6.86.8 23.7

104.1

3' ‐ 0"

2' ‐ 4"

0' ‐ 4"

1' ‐ 0"

Verify w/ Owner

2' ‐ 9"

Verify w/ Owner

5' ‐ 9"

Typ6.8

11.2

Open toLivingRoomBeyond

4' ‐ 10"

3' ‐ 0"

SS Panel

3' ‐ 6"

2' ‐ 4"

2' ‐ 6" 2' ‐ 6"

W/D byResident

Typ

Typ

23.14

6.8

5.1

4.1

5' ‐ 0"

10.1

3' ‐ 0"

0' ‐ 6 1/2"

Min 6' ‐ 0"

4' ‐ 0"

2' ‐ 0"

24"

Shower Rod. See Keynote10.1

10.1

10.110.1

23.8

6.9

23.7

6' ‐ 0"

0' ‐ 4"

Shower Rodafore. SeeKeynote 10.1

08

23.12a

B.523.12b

Units 721, 722

Units 719, 720

30"

4' ‐ 0"

Shower Rod. SeeKeynote 10.1

23.12a

B.523.12b

Units 721, 722

Units 719, 720

10.1

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1/4" = 1'‐0"

9/7/2017 2:09:27 PM

A-203

Interior Elevations

10.0103


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Interior Elevation Notes1. See Scope of Work Schedule and Product List on Sheet A‐601 for additional information and

requirements.

Interior Elevation Keynotes


1/4" = 1'-0"3 Kitchen--Range Elevation

1/4" = 1'-0"2 Kitchen--Sink Elevation

1/4" = 1'-0"1 Kitchen--Refer Elevation

1/4" = 1'-0"4 Kitchen--Laundry & Door Elevation

1/4" = 1'-0"5 Bathroom--Door Elevation

1/4" = 1'-0"6 Bathroom--Vanity & WC Elevation

1/4" = 1'-0"7 Bathroom--Tub/Shower Elevation

1/4" = 1'-0"8 Bathroom--Side Elevation


4.1 Countertops: Countertops at Kitchen: Furnish and install newgranite countertops and 4” splashes at kitchen. Properly cementall joints for a complete installation. Granite type and detailingto match new installations at Units 688‐690, 785, 882, & 884. Ifsame type of granite is not available, submit samples of similar,available granite types to Owner for Owner’s selection.

5.1 At kitchens, furnish and install stainless steel wall panels at wallsabove kitchen ranges per the drawings and per Product List.

6.8 Kitchen Cabinets: Furnish and install new kitchen cabinets perthe product list. At cabinets below sinks, tool‐in sealant (MArecommends silicone or acrylic‐modified silicone) along jointsbetween cabinet bottom and cabinet walls and/or face frame,and between cabinet bottom and wall, if cabinet has no backpanel. Cabinets to comply with CalGreen requirements for lowformaldehyde substrates, and low VOC coatings and sealants.

6.9 Bathroom Cabinets: Furnish and install new bathroom vanityand counter top per the Product List at all Bathrooms. Tool‐insealant (MA recommends silicone or acrylic‐modified silicone)along joints between cabinet bottom and cabinet walls and/orface frame, and between cabinet bottom and wall, if cabinet hasno back panel. Cabinets to comply with CalGreen requirementsfor low formaldehyde substrates and low VOC coatings andsealants.

10.1 Bath Accessories: Furnish and install bath accessories per theProduct List. Anchor new shower rods and towel bars securely.Work includes medicine cabinet, toilet tissue holder, 24” towelbar, 36” towel bar, robe hook, and shower curtain rod.

11.1 Appliances: Furnish and install new vent hood per Product List.Coordinate with venting, Item 23.13 below.

11.2 Appliances: Install owner‐provided range and refrigerator. Thisincludes the provision of anti‐tip hardware.

23.7 Furnish and install new kitchen sink and faucet, bathroomlavatory faucet (sink is integral to the countertop, see Item 6.9),and shower valve, controls, and head per Product List. Faucetsshall be compliant with CalGreen Requirements (See SheetG‐002). Coordinate with provision of new countertops, etc.

23.8 Furnish and install new WC per product List. WC shall becompliant with CalGreen Requirements (See Sheet G‐002).

23.9 Remove and replace all transfer grills in Hallway, Bedrooms andat Water Heater Closet with new grills in kind.

23.12a Furnish and install a new tub/shower, including fiberglass tubsurround (with window kit) per Product List, trim, piping, traps,gaskets, tub filler, shower, and controls as required for acomplete, fully operational and leak‐free system. Chrome trimon tub side. Approved plastic components or brass elsewhere.Work includes replacement of vent. Shower shall be compliantwith CalGreen Requirements (See Sheet G‐002).

23.12b Existing tub/shower to remain: Restore tub finish, removeexisting sealant and tool‐in new sealant. See also Item 23.2.

23.14 Furnish and install new washing machine hook‐up box, completewith brass valves at Laundry Area.

B.5 Tub Surround: Furnish and install new fiberglass tub surroundwith window kit per product list. Work includes new plumbingfixtures per Product List.

Line of saw cut in (E) stuccoWO. See Notes

Approx 1'‐0"

(N) stucco screed (J‐mold), screwed into wallthrough continuous bead

of mastic

First bead of sealant. SeeNotes

(E) stucco

(N) stucco

Second bead of sealant.See Notes

(N) second layer of WRB, lapsover stucco screed

(N) first layer of WRB, lapsunder stucco screed, mastic

Notes:1. Prepare wall and make saw cut: Mask stucco surface to remain to minimize chipping. Snap a straight chalk line, and make vertical cut in existing stucco, as shown on drawings.

Cut all the way through the stucco, lath, and WRB (building paper) with a rotary saw fitted with a sharp diamond masonry blade. Cuts should be straight, and between 1/8"min and 1/4: max width. Detail areas (such as at ends of cuts) may be made with a small grinder fitted with a diamond tool.

2. Remove all stucco to demo side of cut. See Elevations.3. First application of sealant: Clean saw cut, and prime existing stucco to remain per sealant manufacturer's requirements. Sealant shall be MasterSeal NP 150 or equal. Tool‐

in fillet bead of sealant btwn sheathing and (E) stucco, with bead large enough to bridge the gap over the existing lath and WRB, with enough lap to fully adhere to both theedge of the existing stucco and the sheathing. Sealant should be allowed to fully dry, after which a pull test shall be performed to check adhesion. Repeat this step ifnecessary.

4. Install first layer of WRB. Note: Wrap WRB around corner of building.5. Install stucco screed (J‐mold): Apply continuous bead of mastic over WRB. Press screed into mastic and attach to wall with screws.6. Install second layer of WRB, lapping over the flange of the screed, and also wrapping around the corner of the building.7. Install lath and stucco.8. Clean and prep saw cut per sealant manufacturer's requirements, and tool‐in second bead of sealant (sealant shall be approved exterior sealant). Use backer rod if necessary.

Sheathing, (N) or (E) perstructural req's

(N) gyp bd, typ

(N) insulation, typ

Framing, typ. (E) or (N) perstructural req's

Side of Building

Side of Building

(N) Ptd corner boards.See Elevations

12" SAF laps 6" ea side ofcorner under WRB

Remove top 3' of backing, & apply SAFflush with the sill of the rough opening.extend SAF past jamb 9" to either side.leave remaining (bottom 6") of backingon

Window rough opening

Sheathing

Step 2b: Corner Shields: Install cornershield. Tool bead of sealant smooth.Insure that corner shield is fittedsquare into corner. A small bead ofsealant in the corner under the shield,or minimal use of staples may beapplied for this purpose.

Step 2a: Corner Shields: 3/8"bead of sealant each side of jamb& on sheathing, matching the topedges of the corner shield

Corner shield shown installed.

Install SAF on sill & over face of first silllayer, with min 3" of down leg.Important note: Sill rap must completelycover sill, including corner shields. insurethat corner shields stay tucked squareinto corner before pressing SAF intoplace

Step 4: Peel off 3" of backing, & install9" SAF, leaving backing on outboard 6".Extend min. 4" above top of roughopening.

Base sill flashing from Step 3 shown installed

Base Jamb Flashing shown installed

Step 5: Install Window: Apply 3/8"bead of sealant on inside of windowmounting flange per manufacturer'sinstructions, and install window permanufacturer's instructions.

Note: Window shown simplifiedfor clarity

Step 6a: Insure that sealant oozes outfrom window fin. Tool smooth.

Important Note: Allow to dry overnightbefore going on to Step 6b.

Apply 12" SAF over all previous layers,extending min 4" beyond jamb flashingalready in place

Install GSM Drip Flashing. Addcourses of WRB lap over GSM &jamb SAF, as well as courses of WRBthat lap under jamb SAF

Step 6b: 6" SAF used as Outer JambFlashing: Apply SAF over window jambflanges, adhering to the Inner JambFlashing (which remains with backing off).Extend Outer Jamb Flashing above topflange to match top of Inner JambFlashing

Outer Jamb Flashing shown installed

Step 8: GSM DripFlashing and WRB:

Apply WRB in a weatherboard fashionper mfr's instructions and reqs of thespecs.

Layout courses of WRB so that coursenear top of Window extends min 12"above top of Window.

After installation of Fiber CementTrim Board at Window head, installGSM Drip Flashing. Add courses ofWRB to lap over GSM & jamb SAF, aswell as courses of WRB that lap underjamb SAF

Tuck courses of WRB under JambFlashing, removing backing from Flashing& adhering Flashing to WRB

Tuck courses of WRB below Windowunder Sill Flashing, removing backing fromflashing & fastening flashing to WRB.Cut WRB as req'd to fit under Window

Step 5: InstallWindow:

Step 4: 9" SAFused as InnerJamb Flashing:

Step 6: OuterJamb Flashing:

Step 3: 9" SAF assill wrap:

Step 2: InstallCorner Shields:

Step 1: 9" SAF asFirst Sill Layer:

Step 7: 12" SAFuse as Inner HeadFlashing:

3_8"

Min 12"

(2) layers, SAF Sill Flashing.See Note 1

Header

3/16" to 1/4" Gap: CleanGap, install Backer Rod, &Tool‐in Sealant, Typ

EXTERIORINTERIOR

NOTES:1. See flashing

sequencedrawings &window detailson this sheet foradditionalinformation &requirements.

2. Horizontal sliderwindow shown.Fixed widow sim.

Casing beadaround

opening, Typ

R‐15 Insulation

Stucco to match (E), typ

Nom 3/4" wood Stool. Planeas req'd to make level w/ topof Window Frame (forwindow sash removal). Easeedges

SAF Head Flashing. See Note 1

WRB laps O/GSM Flashing.See Note 1

WRB laps under SAF. SeeNote 1

Sheathing

GSM Flashing w/Drip lapsbehind WRB. No sealantbetween Stucco & GSM

Stucco weep screed w/4" leg.Embed in mastic beforesecuring to wall. See 1/A‐510(sim) for add'l req's

(2) layers, SAF Sill Flashing.See Note 1

King & Jack Studs, Typ

Window Frame

EXTERIORINTERIOR

NOTE:1. See flashing

sequence drawings& window detailson this sheet foradditionalinformation &requirements.

Casing beadaround opening,

Typ

Wood Stool below

R‐15 Insulation

Cement Plaster Stucco, typ

3/16" to 1/4" Gap: CleanGap, install Backer Rod, &Tool‐in Sealant, Typ

Stucco Screed laps behindWRB. Embed in masticbefore securing to building.See 1/A‐510 for add'l req's

Scale

Project number

Date

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As indicated

9/7/2017 2:09:33 PM

A-501

Wall & Window Details

10.0103


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6" = 1'-0"1 Section @ Saw Cut

3" = 1'-0"2 Flashing Sequence

3" = 1'-0"3 Vertical Section @ Window

3" = 1'-0"4 Horizontal Section @ Window

Scale

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Date

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9/7/2017 2:20:23 PM

A-601a

Scope of WorkSchedule

10.0103


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Scope of Work Schedule/Unit Matrix (Page 1)1. This Schedule lays out the general Scope of Work. Keynotes on other sheets are extracted from this over‐all list.

Scope of Work Notes

Scale

Project number

Date

Drawn by

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9/7/2017 2:21:21 PM

A-601b

Scope of WorkSchedule & Product List

10.0103


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Scope of Work Schedule/Unit Matrix (Page 2)1. This Schedule lays out the general Scope of Work. Keynotes on other sheets are extracted from this over‐all list.

Scope of Work Notes


Product List 1. See Scope of Work Schedule on this sheet for additional information and requirements.2. References to HD Catalog #s are for HD Supply Solutions. See http://hdsupplysolutions.com/shop/home.3. Note: Product numbers do change. Confirm all product numbers with item described and with Owner prior to ordering.4. Confirm that lighting and plumbing fixtures meet current Title 24 and CalGreen requirements prior to ordering. See Sheet G‐002 for additional information and requirements.

Product List Notes

SSSS

S

S

F

S

Nominal 6'‐0" x 3' ‐6" window mulled tonominal 6'‐0" x 0'‐6" window frame withinsulated aluminum metal infill panel to match(E) conditions elsewhere in the project

08

0102 09 10 11

8' ‐ 0" 8' ‐ 0" 2' ‐ 8" 1' ‐ 4" 6' ‐ 0" 6' ‐ 0"

4' ‐ 0"

3' ‐ 0"

2' ‐ 2"

6' ‐ 0"

3' ‐ 11 1/4"

3' ‐ 6"

3' ‐ 0"

Tool‐in Sealant all‐around, typ


sequence drawings& window detailson this sheet foradditionalinformation &requirements.

Wood Trim to match (E)

Shim as req'd

Door frame to match (E). Recommendtreated wood or composite material

Door as scheduled

Header

Stucco to match (E), typ

SAF Head Flashing. See Note 1

WRB laps O/GSM Flashing.See Note 1

Sheathing

GSM Flashing w/Drip lapsbehind WRB. No sealantbetween Stucco & GSM.GSM laps min 2" up underWRB; slopes dn 1/4:12 overTrim; friction fit over Trim

Stucco weep screed w/4" leg.Embed in mastic beforesecuring to wall. See 1/A‐510(sim) for add'l req's

Wood Casing tomatch (E), typ

Min R‐15 insulation

Weatherstrip, typ

(2) layers, SAF Jamb Flashing. See Note 1.First layer wraps corner

King & Jack Studs, Typ

Tool‐in Sealant, typ

EXTERIORINTERIOR


sequence drawings& window detailson sheet A‐510(sim) for additionalinformation &requirements.

3/16" to 1/4" Gap: Clean Gap, install BackerRod, & Tool‐in Sealant, Typ

Wood Casing to match (E), typ

Min R‐15 Insulation

Wood Trim to match (E)

Shim as req'd

Treated Wood or Composite Door Frame.Secure to structure

WRB, laps over StuccoScreed. See Note 1.

Door as scheduled

Stucco

Weatherstrip, typ

Stucco Screed laps behind WRB. Embed inmastic before securing to building. See1/A‐510 for add'l req's

Door frame & Trimbeyond, typ

Door as scheduled, with weather‐resistant door sweep

ADA‐compliant offset saddleThreshold/Ramp w/GSM pan below.Cut 2 parallel grooves in Concrete,and fill with mastic. Embed GSM panin mastic, and also fill space btwnthreshold and pan with mastic.Fasten threshold to slab throughmastic

(E) concrete Porch or Patio. Ifconcrete is to be replaced slope (N)concrete 2% down away frombuilding

Expansion joint Filler, as needed

Scale

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As indicated

9/7/2017 2:10:30 PM

A-602

Schedules & DoorDetails

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Number Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

719-1 Living/Dining Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Board See Scope of Work 9.4c & 9.5a.719-2 Kitchen Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.. SS wall panels @ range per Scope of Work 5.1.719-3 Stairs Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.719-4 Hall Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.719-5 Bedroom 1 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.719-6 Bedrooom 2 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.719-7 Bedroom 3 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.719-8 Bath Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a. Seal joint between Cove Base and Floor720-1 Living/Dining Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-2 Kitchen Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.. SS wall panels @ range per Scope of Work 5.1.720-3 Stairs Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-4 Hall Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-5 Bedroom 1 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-6 Bedroom 2 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-7 Bedroom 3 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.720-8 Bath Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a. Seal joint between Cove Base and Floor721-1 Living/Dining Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-2 Kitchen Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.. SS wall panels @ range per Scope of Work 5.1.721-3 Stairs Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-4 Hall Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-5 Bedroom 1 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-6 Bedroom 2 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-7 Bedroom 3 Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a.721-8 Bath Resilient Flooring Rubber Cove Painted Gypsum Boar Painted Gypsum Boar See Scope of Work 9.4c & 9.5a. Seal joint between Cove Base and Floor722-1 Living/Dining Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-2 Kitchen Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.. SS wall panels @ range per Scope of Work 5.1.722-3 Stairs Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-4 Hall Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-5 Bedroom 1 Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-6 Bedroom 2 Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-7 Bedroom 3 Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a.722-8 Bath Resilient Flooring Rubber Cove Painted Gypsum Board Painted Gypsum Board See Scope of Work 9.4c & 9.5a. Seal joint between Cove Base and Floor

Door ScheduleMark Width Height Thickness Family Comments

1A 2' ‐ 4" 6' ‐ 8" 0' ‐ 1 3/8" Single‐Flush Interior, Hollow Core

1X 3' ‐ 0" 6' ‐ 8" 0' ‐ 1 3/4" Single‐Flush Exterior, Solid Core

2A 1' ‐ 11" 6' ‐ 8" 0' ‐ 1 3/8" Single‐Flush Interior, Hollow Core, with Diffuser

2B 4' ‐ 0" 5' ‐ 0" 0' ‐ 1 3/8" Double‐Flush Interior, Hollow Core

2X 2' ‐ 6" 6' ‐ 8" 0' ‐ 1 3/8" Single‐Flush Exterior, Solid Core

4 2' ‐ 0" 6' ‐ 8" 0' ‐ 1 3/8" Single‐Flush Interior, Hollow Core





Type Mark Width Height Family Comments Manufacturer Model

01 8' ‐ 0" 4' ‐ 0" Slider_Triple_Pane_11985 Milgard

02 8' ‐ 0" 3' ‐ 0" Slider_Triple_Pane_11985 Milgard

08 2' ‐ 8" 2' ‐ 2" Slider Milgard

09 1' ‐ 4" 6' ‐ 0" Fixed Milgard

10 6' ‐ 0" 3' ‐ 6" Slider Milgard

11 6' ‐ 0" 3' ‐ 0" Slider Milgard

Finish Schedule

Window Schedule

1. See Scope of Work Schedule and Product List on Sheet A‐601 for additional information and requirements.

Finish Schedule Notes

1. See Product List on Sheet A‐601 for additional information and requirements.2. 1 3/4" thick doors are exterior, solid core per the Product List.3. 1 3/8" thick doors are interior, hollow core per the Product List.4. Door type 2B has a truncated top to fit under the stairs. Verify size, configuration, and handedness prior to

ordering.5. Door sizes are nominal. Verify opening sizes in field prior to ordering.

Door Schedule Notes

1. Window type 10 over the kitchen sinks: Special mulled window/infill panel to provide raised sill above sink. See Window Elevations below. Assembled Window fits into existing over‐sized opening.2. Window schedule below indicates windows per unit only.3. Window sizes nominal. Verify openings in field prior to ordering.4. Window over tub/shower to have approved obscure safety glass.5. See Scope of Work Items 8.5, and 8.5a‐c for additional information & requirements.

Window Schedule Notes

1/4" = 1'-0"1 Window Elevations


3" = 1'-0"2 Vertical Section @ Door Head

3" = 1'-0"3 Horizontal Section @ Door

3" = 1'-0"4 Vertical Section @ Door Sill

Unit 722

Living/Dining

722-1

Kitchen

722-2

TrueNorth

2'

6'

X'

Remove and replace all studs, sole plate, and top plate. " X' "indicates minimum number of feet of wall to be replaced. If nonumber, replace entire wall from end to corner. Strap new topplate to existing with MST 27.


S.4S.4

S.7

S.4

S.6

S.4

Scale

Project number

Date

Drawn by

Checked by


1/4" = 1'‐0"

9/7/2017 2:21:32 PM

S-101

First Floor StructuralPlan

10.0103


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Structural Plan Notes1. All fire damaged lumber shall be replaced in kind. Assumed minimum extent of damage is shown on the drawings. However, Contractor shall

review conditions on site and advise Owner of additional damage as demolition proceeds. Lumber that has only been smoke stained with noreduction in net section need not be replaced.

2. At scorched, smoke, or soot‐damaged framing not otherwise scheduled for replacement, clean thoroughly, and seal with synthetic water‐based shellac (e.g.: Zinsser “B‐I‐N® Advanced Synthetic Shellac Sealer Clear”) or approved equal.

3. Provide temporary shoring as may be required when replacing load‐bearing framing.4. See Scope of Work Schedule and Matrix for additional information and requirements.5. Moisture content of building materials used in wall and floor framing to be checked before enclosure. Moisture content to be no greater than

19% at time of enclosure.

CARPENTRY NOTES1. FRAMING LUMBER: DOUGLAS FIR‐LARCH, MANUFACTURED AND GRADED IN ACCORDANCE WITH THE WEST COASTLUMBER INSPECTION BUREAU "STANDARD GRADING RULES NO. 17", LATEST EDITION INCLUDING ALL SUPPLEMENTS.

STRUCTURAL LIGHT FRAMING: NO. 1, 2" TO 4" THICKPOSTS: NO. 1STUDS: 2x4 OR 3x4: CONSTRUCTION

2x6 AND LARGER: NO. 22. ALL FRAMING LUMBER SHALL BE SURFACED DRY (S‐DRY).3. BLOCKING AND BRIDGING ‐ PROVIDE AS FOLLOWS:

A. 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORT.B. 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS NOT OVER 8'‐0" ON CENTER NOR MORE THAN 8'‐0"

FROM SUPPORT.4. STUDS SHALL BE ONE PIECE BETWEEN FLOORS AND FROM FLOOR TO ROOF. DO NOT SPLICE STUDS.

PLYWOOD SHEATHING NOTES1. ALL REPLACEMENT SHEATHING SHALL BE DOUGLAS FIR PLYWOOD WITH EXTERIOR GLUE, EXPOSURE 1. MATCH

EXISTING THICKNESS AND GRADE.2. IN GENERAL, PLYWOOD SHEETS SHALL BE 4'‐0" x 8'‐0". MINIMUM SHEET DIMENSION IS 24 INCHES, UNLESS ALL EDGES

ARE FULLY SUPPORTED BY FRAMING MEMBERS OR BLOCKING. ROOF SHEETS SHALL BE LAID WITH FACE PLIES ACROSSJOISTS OR FRAMING MEMBERS AND WITH END JOINTS STAGGERED 4'‐0". USE PLYCLIPS HALFWAY BETWEEN EACHSUPPORT AT UNBLOCKED ROOFS. ALL PLYWOOD JOINTS SHALL BE ACCURATELY CENTERED ON SUPPORTINGELEMENTS, INCLUDING BLOCKING.

NAILING NOTES1. ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE NAILS TEND TO SPLIT THE WOOD, NAIL HOLES SHALL BE PRE‐

DRILLED. NAILS AT PRESSURE TREATED WOOD SHALL BE HOT DIP GALVANIZED.2. PROVIDE MINIMUM NAILING REQUIREMENTS AS SET FORTH IN CALIFORNIA BUILDING CODE TABLE 2304.9.1 EXCEPT

THAT BOX NAILS SHALL NOT BE USED.3. PLYWOOD NAILING AT ROOF: PLYWOOD WITH 10d @ 6" ON CENTER ALONG SUPPORTED PANEL EDGES AND WHERE

NOTED ON PLANS AND DETAILS AS EDGE NAILING (EN) AND 10d @ 12" ON CENTER ALONG INTERMEDIATE FRAMINGMEMBERS.

4. MAINTAIN ACCURATE NAIL SPACING AS INDICATED. NAIL SPACING CLOSER THAN SPECIFIED WILL BE CAUSE FORREJECTION OF THE WORK.

Structural Keynotes


1/4" = 1'-0"1 Building 12--First Floor Structural Plan

Structural Plan LegendKey Value Keynote Text

S.4 Replace cripple stud.

S.6 Replace post in‐kind.

S.7 Reframe stair.

Line of Eave above, Typ

X'

Remove and replace all studs, sole plate, and top plate. " X' " indicates minimum number of feetof wall to be replaced. If no number, replace entire wall from end to corner. Strap new top plateto existing with MST 27.

Denotes area associated with Keynotes S.3 & S.5, 2nd floor sheathing to be removed and replaced.Nail with 10d @ 6" OC @ edges, and @ 10" OC (Floor) and 12" OC (Roof) in field.

Unit 722TrueNorth


‐

‐

4'

4'

S.2

S.2

S.2

S.2S.5

S.3

S.3

S.4 S.4 S.4S.4

S.4S.4

Scale

Project number

Date

Drawn by

Checked by


1/4" = 1'‐0"

9/7/2017 2:21:39 PM

S-102

Second Floor StructuralPlan

10.0103


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Structural Plan Notes1. All fire damaged lumber shall be replaced in kind. Assumed minimum extent of damage is shown on the drawings. However, Contractor shall


















Structural KeynotesStructural Plan Legend

1/4" = 1'-0"1 Building 12--Second Floor Framing Plan


S.2 Replace header in‐kind.

S.3 Replace joists in‐kind this area.

S.4 Replace cripple stud.

S.5 Replace floor sheathing in‐kind this area.

Line of Roof, typ.

X

2 x 8 @

16

Notch Ridge Beamto 4 x 6 @ overhang

4 x 6 Outrigger, typ,let into Top Plate

2 x 8 @

16

4 x 84 x 8

5/8" ply Sheathing pattern

4 x 8

4 x 8 4 x 8

4 x 8

a4 x 4 Post below

4 x 6 HeadersspanningCloset & Dooropenings below, typ

‐(E) Framing& Sheathing

(N)Framing &Sheathing

ST22 Strap @ TopPlate, typ

ST22 Strap @ RidgeBeam splice, typ

4

S-510

typ

2

S-510

typ

S-5103

6

S-510

1

S-510

Unit 722TrueNorth


typ

6' ‐ 0"

Area associated with Keynotes S.9 & S.10

S.2

S.2S.2

S.2

Extend 1‐Hour Fire‐Rated Party Wall to underside of RoofDeck

New Bearing Wall in Attic for supporting Ridge Beams

S.1

Scale

Project number

Date

Drawn by

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1/4" = 1'‐0"

9/7/2017 2:43:40 PM

S-103

Roof Framing Plan

10.0103


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Structural Keynotes1. All fire damaged lumber shall be replaced in kind. Assumed minimum extent of damage is shown on the drawings. However, Contractor shall


















1/4" = 1'-0"1 Building 12--Roof Framing Plan


S.1 Replace top plate.

S.2 Replace header in‐kind.

Structural Plan Legend

EPC Post Cap

Post per Plan

5/8" PW Shtg

Ridge Beam per Plan. Notch to 4 x 6@ Overhang

(E) or (N) 2 x 4 @ 16"OC Framing

A35 @ 32 OC

5/8" PW Shtg

1/2" PW Shtg

EN, typ

3‐16d ea Blkg

Rafter per Plan, typ

2 x 8 Blkg @ 48"OC first Joist Bay

EN

(N) or (E) 2 x Studs @ 16" OC.Replace where damaged

A35 @ 32" OC

5/8" PW Shtg

(N) or (E) 1/2" PW Shtg WO

Roof EN

(N) 2 x 8 Rafter per Plan,Typ. Notch Rafter Tails tonom. 2 x 6 to match (E)

Fascia to match (E)

2x Solid Blkg

2 x Framing to match (E)

(N) or (E) 2 x 4 @ 16" OC.At Party Wall, staggeredstuds on 6" Plate

A35 @ 32 OC

5/8" PW ShtgEN, typ3‐10d ea Blkg

2 x 8 @ 16" OC, typ

2 x 8 Blkg @ 48"OC first ea side

2 x 4 @ 16" OC Cripple Wallfull length of building. Alignover wall below

LSSU28 Hgr, typ

5/8" PW ShtgRoof EN, typ

2 x 8 Rafter @ 16" OC, typ

4 x 8 Ridge Beam

ST22 ea Rafter

Ceiling Joist, typ

2 x Blocking, 8 Rafter @ 16" OC, typ

Header per Plan.

16d @ 16", typ

2 x 4 @ 16" OC full height Wallor Cripple Wall aboveopenings in Wall per plan

Header @ Door &Wall Openings per

Plan.

see plan

Varies

Unit 720 Unit 7215/8" PW Shtg

EN, typ 3‐10d ea Blkg

Rafter per Plan, typ

2 x 8 Blkg @ 48"OC first Joist Bay

(E) or (N) 2 x 4 @ 16"OC Framing

A35 @ 32 OC

Shaded area indicates(E) Condition @ Unit720 WO. Replacedamaged Framing (ifoccurs) in kind

0' ‐ 4 3/8"

Scale

Project number

Date

Drawn by

Checked by


3" = 1'‐0"

9/7/2017 2:12:21 PM

S-510

Structural Details‐‐Roof

10.0103


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3" = 1'-0"3 Detail @ Ridge Beam @ Overhang

3" = 1'-0"2 Section @ Rake

3" = 1'-0"4 Section @ Eave

3" = 1'-0"1 Section @ Top of Party Wall

3" = 1'-0"5 Section @ Ridge above Bearing Wall

3" = 1'-0"6 Section @ Rake @ Building Offset

Scale

Project number

Date

Drawn by

Checked by


9/7/2017 2:11:43 PM

MEP-601

MEP PerformanceCriteria

10.0103


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Mechanical, Electrical, & Plumbing Performance Criteria


Documents

Rehabilitation of Building 12 M A · 2018-05-10 · REF. REF. REF. REF. A-201.12 Unit 722 1 A-202.12 1 2X 2B 1A 1X 2A 10 01 Approx extent of (E) concrete Patio, typ Washer/Dryer by