Revit _Drawing set_sample

ABBREVATIONS AND

LAV.

LAVATORY

<

ANGLE

LBS.

POUNDS

@ A.B. ABV.

AT

LKR.

LOCKER

ANCHOR BOLT ABOVE

LOC. LTG.

LOCATION LIGHTING

ACOUS.

ACCOUSTICAL

A.D.

AREA DRAIN

MACH.

MACHINE

ADJ.

ADJUSTABLE

MAG.

MAGNETIC

A.F.F.

ABOVE FINISH FLOOR

MATL.

MATERIAL

AGGR.

AGGREGATE

MAX.

MAXIMUM

ALUM.

ALUMINIUM

M.B.

MACHINE BOLT

ALT.

ALTERNATE

M.C.

MEDICINE CABINET

APPROX.

APPROXIMATE

M.D.F.

MEDIUM DENSITY FIBERBD.

ARCH.

ARCHITECT

M.D.O.

MEDIUM DENSITY OVERLAY (BD)

ARCH'L ASPH.

ARCHITECTURAL ASPHALT

MECH. MEMB.

MECHANICAL MEMBRANE

MFR.

MANUFACTURER

B.

BATHROOM

MH.

MANHOLE

BD.

BOARD

MIN.

MINIMUM / MINUTE

B.H.C.S

BUTTON HEAD CAP SCREW

MISC.

MISCELLANEOUS

BITUM.

BITUMINOUS

M.P.

MEASURING POINT

BLDG.

BUILDING

MTD.

MOUNTED

BLK.

BLOCKING

MTL.

METAL

BM.

BEAM

MUL.

MULLION

B.O.

BOTTOM OF

BR.

BEDROOM

(N)

NEW

BTM. BU.

BOTTOM BUILT UP

N. NAT.

NORTH

N.I.C.

NOT IN CONTRACT

NATURAL

CAB.

CABINET

NO.

NUMBER

CARP.

CARPET

NOM.

NOMINAL

C.B.

CATCH BASIN

N.T.S.

NOT TO SCALE

CHAN.

CHANNEL

C.H.

CEILING HEIGHT

OBS.

OBSCURE

C.I.

CAST IRON

O.C.

ON CENTER

C.J. CL

CONTROL JOINT

O.D.

OUTSIDE DIAMETER (DIM.)

CENTER LINE

OFF.

C.G.

CORNER GUARD

OPER.

OFFICE OPERABLE

CLG. CLKG.

CEILING CAULKING

OPNG. OPP.

OPENING

CLO.

CLOSET

OPP.HD.

OPPOSITE HAND

C.O.

CLEAN OUT

CLR.

CLEAR

PAV.

PAVING

COL.

COLUMN

PERF.

PERFORATED

COMP.

COMPOSITION

PERP.

PERPENDICULAR

CONC.

CONCRETE

PL.

PLATE

CONN.

CONNECTION

P.L.

PROPERTY LINE

CONSTR.

CONSTRUCTION

P.LAM.

PLASTIC LAMINATE

CONT.

CONTINUOUS

PLAS.

PLASTER

C.M.U. C.T.

CONCRETE MASONRY UNIT CERAMIC TILE

PLYWD. PR.

PLYWOOD

CTR.

CENTER

PROP.

PROPERTY

CTSK.

COUNTERSINK

PT.

PAINT

C .W.

COLD WATER

P.T.

PRESSURE TREATED

PTD.

PAINTED

P.V.C.

POLY VINYL CLORIDE

COMPACTED EARTH

ROOF INSULATION

GRANULAR FILL

BATT INSULATION

BRICK,CMU

GRATE

PAIR

DBL.

DOUBLE

DEPT.

DEPARTMENT

DET.

DETAL

Q.T.

QUARRY TILE

D.F.

DRINKING FOUNTAIN

QTY.

QUANTITY

DIA.

DIAMETER DIAMETER

R.

RISER

DIM.

DIMENSION

RAD.

RADIUS

DISP.

DISPENSER

R.C.

RESILIENT CHANNEL /

DN.

DOWN

D.O.

DOOR OPENING

R.C.P.

REFLECTED CEILING PLAN

DR.

DOOR

R.D.

DS.

DOWNSPOUT

REF.

ROOF DRAIN REFERENCE

DWG(S).

DRAWING(S)

REFR.

REFRIGERATOR

DWR

DRAWER

RGTR.

REGISTER

REINF.

REINFORCED

STEEL

GYPSUM

METAL ( LARGE SCALE)

EXISTING EAST

REQD.

REQUIRED

REQMT.(S)

REQUIREMENT(S)

EA.

EACH

RESIL.

RESILIENT

E.F.

EXHAUST FAN

REV.

REVISION

E.J.

EXPANSION JOINT

R.H.W.S.

EL.

ELEVATION

R.H.M.S.

ROUND HEAD WOOD SCREW ROUND HEAD MACHINE SCREW

ELEC.

ELECTRICAL

RM.

ROOM

ELEV.

ELEVATOR

R.O.

ROUGH OPENING

EMER.

EMERGENCY ENGINEER EQUAL

RWD. R.W.L.

REDWOOD

ENG. EQ. EQPT.

EQUIPMENT

S.

SOUTH

E.S.

EACH SIDE

S.A.D.

SEE ARCHITECTURAL DWGS

EXT. F.A.

EXTERIOR FIRE ALARM

S.C. SCHED.

F.A.U

FORCED AIR UNIT

S.E.D.

SOLID CORE SCHEDULE SEE ELECTRICAL DWGS

F.B.

FLAT BAR

SECT.

SECTION

F.D.

FLOOR DRAIN

S.H.C.S.

SOCKET HEAD CAP SCREW

F.E.

FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET

SHT. SHTG.

SHEET

F.E.C. F.C.O.

FLOOR CLEAN OUT

SIM.

SIMILAR

F.F.

FINISH FLOOR

S.J.

SEISMIC JOINT

F.H.C.S.

FLAT HEAD CAP SCREW

S.L.D.

SEE LANDSCAPE DWGS

F.H.M.S.

FLAT HEAD MACHINE SCREW

S.M.D.

SEE MECHANICAL DWGS

San Francisco Building Code 2016 Edition California Fire Code 2016 Edition San Francisco Plumbing Code 2016 Edition San Francisco Electrical Code 2016 Edition San Francisco Mechanical Code 2016 Edition

GYPSUM WALL BOARD, GROUT,STONE

SYMBOLS

ROOM NAME

X

WINDOW TYPE

1

LOUVER TYPE

CEILING

CEILING TYPE

ROOM NAME ROOM NUMBER RM NAME ROOM DESIGNATION FLOOR LVL OR AREA OF BUILDING

101A

X

DOOR NUMBER DOOR NO1

101B

X

KEYED NOTE

X

KEYED DEMOLISHING NOTE KEYED FINISH NOTE

XX

COLUMN LINES / IDENTIFIES

X 00.00

SPRINKLE HEAD FACP

ELEVATION TARGET, START POINT.

EXISTING DOOR(S) TO REMAIN

REVISION NUMBER & CLOUD PARTITION TYPE

FIRE ALARM CONTROL PANEL.

A

EVACUATION ALARM

F

MANUAL FIRE ALARM PULL STATION.

S

OVHD SMOKE DETECTOR DEVICE.

NEW DOOR(S)

AREA OF WORK

EXIT LIGHTS.

FLOOR/CEILING GRID

N

WELDED WIRE MESH FENCE

PROJECT NORTH ARROW

Verify all existing conditions and dimensions at the project site.

Notify the Architect and/or Engineer of any discrepancies before beginning construction.

B.Provide adequate and proper shoring and bracing to maintain safe conditions at all times. The contractor shall be solely responsible for providing adequate shoring and bracing as required for protection of life and property during the construction of the project.

C.At all times the contractor shall be solely and completely responsible for all conditions at the jobsite, including safety of persons and property, and all necessary independent engineering reviews of the conditions.

The Architects jobsite reviews are not intended nor shall be construed to include a review of the adequacy of the contractors safety measures.

D. Unless otherwise shown or note,all typical details shall be used where applicable.

E. All details shall be construed typical at similar conditions.

F. All drawing conflicts shall be brought yo the attention of the Architect and/or consulting Engineer for clarification before work proceeds.

G. The contractor shall supply all labor, materials, equipment and services, including water and power, necessary for the proper execution of the work shown on these drawings. All materials shall be new and workmanship shall be good quality. All workman and sub-contractors shall be skilled in their trade. Any inspections, special or otherwise, that are required by the building codes , local building departments, on these plans shall be done by an independent inspection company.

H. Finishes: Replace patch, repair and finish all existing surfaces affected by the new work. All new finishes shall match the adjacent surface. all surfaces shall align.

I. The General contractor shall visit the site, and familiarize themselves with the existing site conditions prior to finalizing any proposal to the owner.

The general contractor shall be responsible to inform the owner or Architect of potential existing conditions that need to be addressed or modified in order to complete the work as herein described in these drawings.

J. The General Contractor shall be responsible for all means and methods of construction including but not limited to leveling, shimming and blocking.

The General Contractor shall make specific note to such items that can not be known prior to the commencement of construction.

BUILDING TO BE FULLY FIRE SPRINKLERED PER NFPA 13R STANDARDS WORK BY SEPARATE PERMIT

EYEWASH EW

REINFORCED CONCRETE

(E) E.

A. All materials and workmanship shall conform to the requirements of the following codes and regulations and any other local and state laws and regulations.

CONCRETE

STRUCTURAL FRAMING MEMBER

438 29TH STREET

WALL / PARTITION RATING

ONE HOUR FIR RATED WALL / PARTITION CONSTRUCTION AS INDICATED IN PLAN. EXISTING TO BE REMOVED, HIDDEN OBJECTS OR CONSTRUCTION ABOVE VIEW OF DRAWING.

RAIN WATER LEADER

NEW WALLS. VIEW OF DRAWING

STREET VIEW

SECTION/ ELEVATION SYMBOLS

SHEATHING

F.H.W.S.

FLAT HEAD WOOD SCREW

SPEC.

FIN.

FINISH

SQ.

SQUARE

FIXT.

FIXTURE

S.S.

STAINLESS STEEL

FLR.

FLOOR FLASHING

STA.

STATION

FLASH.

STL

STEEL

FLOUR.

FLOUROSCENT

STD.

STANDARD

FND.

FOUNDATION

STOR.

STORAGE

F.O.

FACE OF

STRUC.

STRUCTURAL

F.O.C.

FACE OF CONCRETE

SUSP.

SUSPENDED

F.O.F.

FACE OF FINISH

F.O.M.

FACE OF MASONRY

T.

TREAD

F.O.S. FPRF.

FACE OF STUDS

TEL.

TELEPHONE

FIREPROOF

TEMP.

TEMPERED

FS.

FIRE SPRINKLER

T&G

TONGUE AND GROOVE

F.T.

FIRE TREATED

THICK

FT.

FOOT OR FEET

THK. THRU.

FTG.

FOOTING

TN.

TOENAIL

FR.

FRAME

T.O.

TOP OF

T.O.P.

TOP OF PLATE

GA.

GAUGE

T.O.S.

TOP OF SLAB / SHEATHING

GALV.

GALVANIZED GRAB BAR GLASS FIBER REINFORCED CONCRETE

T.V. T.O.W.

TELEVISION

G.B. G.F.R.C.

TYP.

TYPICAL

GL.

GLASS

GND.

GROUND

UNF.

UNFINISHED

GR.

GRADE

U.O.N.

UNLESS OTHERWISE NOTED

G.S.M.

GALVANIZED SHEET METAL

U.R.

URINAL

GYP.BD.

GYPSUM BOARD VAR.

VARIES

H.B.

HOSE BIB

V.C.T.

H.C. H.D.G.

HOLLOW CORE HOT-DIPPED GALVANIZED

VER.

VINYL COMPOSITION TILE VERIFY

VERT.

VERTICAL

HDR.

HEADER HARDWOOD

V.G.D.F. V.I.F.

VERTICAL GRAIN DOUGLAS FIR

HDWD. HGT.

HEIGHT

SECTION A

A2.1

SHEET NO.

A2.1

SECTION INDICATION

DETAIL / SECTION INDICATION

A

DETAIL NUMBER

DRAWING NO. D

A2.1

B

J1 A500

INTERIOR ELEVATION

W. W/

WEST WITH

H.M.

HOLLOW METAL

W.C.

WATER CLOSET

HORIZ.

HORIZONTAL

WD.

WOOD

H.R. HR.

HAND RAIL

W/D

WASHER / DRYER

HOUR

WDW.

H.W.

HOT WATER

W.G. W.H.

WINDOW WIRE GLASS

BUILDING S.F 1 ST FLOOR - EXISTING - AREA - 1 176.00 SFT BASEMENT - EXISTING -HABITABLE : 482.00 SFT GARAGE :345.00 SFT TOTAL EXISTING :827.00 SFT BASEMENT PROPOSED HABITABLE - 856 SFT GARAGE AREA - 546.00 SFT TOTAL BASEMENT AREA - 1402SFT 1ST FLOOR PLAN - PROPOSED AREA :1372.00SFT 2ND FLOOR PLAN - PROPOSED AREA : 1431.00 SFT TOTAL FLOOR AREA - 4251.00 SFT

SHEET NO.

C

DRAWING NUMBER WHERE DETAIL IS DRAWN

INTERIOR ELEVATION DRAWING AREA REQUIRED DETAIL

DETAIL INDICATION A

A2.1

INSIDE DIAMETER

W.M.

WALL MOUNT

INSUL.

INSULATION

W.O.

WHERE OCCURS

INT. INV.

INTERIOR INVERT

W/O

WITHOUT

WP. W.R.

WATERPROOF(ING) WATER RESISTANT

JAN.

JANITOR

WSCT.

WAINSCOT

JT.

JOINT

WT.

WEIGHT

KIT.

KITCHEN

W.W.F.

WIRE WELDED FABRIC

LAM.

LAMINATE

W.W.M.

WOVEN WIRE MESH

CSLB#984439 EXP: 06/ 30 /2021 837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

ARCHITECTURAL A1-00 - COVER SHEET A2-01 - GENERAL NOTES A2-02 - GENERAL NOTES A2-03 - GENERAL NOTES A2-04 - GENERAL NOTES A3-01 - T24 PAGES A3-02 - T24 PAGES A3-03 - T24 PAGES A3-04 - GS5 A4-01 - EXISTING SITE / ROOF PLAN A4-02 - PROPOSED SITE / ROOF PLAN A5-01 - EXISTING BASEMENT, FIRST & ROOF PLAN A5-02 - PROPOSED BASEMENT & FIRST FLOOR PLAN A5-03 - PROPOSED SECOND FLOOR & ROOF FLOOR PLAN A5-04 - BASEMENT FLOOR PLAN E/N A5-05 - FIRST FLOOR PLAN E/N A5-06 - ROOF PLAN E/N & PROPOSED SECOND FLOOR PLAN A6-01 - ELEVATION NORTH & SOUTH - E A6-02 - ELEVATION EAST & WEST - E A6-03 - ELEVATION NORTH & SOUTH - N A6-04 - ELEVATION EAST & WEST - N A6-05 - ELEVATION NORTH - E/N A6-06 - ELEVATION SOUTH - E/N A6-07 - ELEVATION EAST - E/N A6-08 - ELEVATION WEST - E/N A7-01 - SECTION - EXISTING A7-02 - SECTION - PROPOSED A8-01 - DETAIL A8-02 - DETAIL A8-03 - FIRE DETAIL A9-01 - RADIANT HEATING DETAIL

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

SHEET NO. DRAWING NO.

VIEW OF OPPOSITE STREET

EXTERIOR ELEVATION

BUILDING CODE DATA LEGEND BUILDING SHALL COMPLY WITH LOCAL AND STATE CODE REGULATIONS PER ORDINANCE OF SAN FRANCISCO CALIFORNIA. 2016 CALIFORNIA BUILDING CODE (CBC)

COVER SHEET

2016 CALIFORNIA RESIDENTIAL CODE (CRC) 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)

WATER HEATER

I.D.

ENVISAGE CONSTRUCTION

d.CONTRACTOR:Envisage Construction, 837 Fillmore Street,San Francisco,94117. e.ENERGY CONSULTANT: NRG Compliance P.O.Box 3777 Santa Rosa, CA 95402.

VERIFY IN FIELD

HEX HEAD BOLT

OCCUPANCY TYPE : RH2 - Residential CONSTRUCTION TYPE: V-Wood ZONING: RH2 BLOCK : 6670 LOT: 013 LOT AREA: 2,872 # OF STORIES : 2

a.OWNER: 438 29th EVP LLC 140 Gregory Lane,Suite 290,Pleasant Hill, CA 94549. b.ARCHITECT: Shree Homes Realty c.STRUCTURAL ENGINEER: Mercury Engineering, 12 Gough Street,San Francisco,94117.

SHEET NO.

DRAWING NO.

TOP OF WALL

HEX HEAD CAP SCREW

PROJECT DATA:

PROJECT DIRECTORY

THROUGH

H.H.B.

INTERIOR RENOVATION TO ALL FLOORS OF EXISTING SINGLE FAMILY HOME. THE BUILDING IS TO REMAIN A SINGLE FAMILY HOME.HORIZONTAL AND VERTICAL ADDITION AT THE REAR. INCLUDES NEW KITCHEN, BATHROOMS AND BED ROOMS

DRAWING NO/DETAIL

2

SPECIFICATION

H.H.C.S.

PROJECT DESCRIPTION

INTENT OF DOCUMENTS: It is the intent of these Contract documents to establish a high quality of material and workmanship, but not necessarily to note and call for every lat item of work to be done. Any item not specifically covered but deemed necessary for satisfactory completion of the work shall be accomplished by the contractor in a manner consistent with the quality of work without additional cost to the owner. All materials and methods of installations shall be in accordance with industry standards and manufacturers recommendations.

MATERIAL INDICATIONS

XXX

OPPOSITE

SYMBOLS

XXX

&

GENERAL NOTES:

2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) PROJECT SHALL COMPLY WITH THE 2016 CBC,CRC,CMC,CPC,CEC,CGBSC, CEES AND 2016 T-24 ENERGY CONSERVATION. CRC SECTION R327

REAR YARD VIEW

ZONING:

RH2

OCCUPANCY:

RH2 - Residential

TYPE OF CONSTRUCTION : V WOOD

PROJECT NO SHEET

A-1.00

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

GENERAL NOTES

PROJECT NO SHEET

A-2.01

GENERAL NOTES SECTIONS 2 0 1 6 CALIFORNIA RESIDENTIAL CODE 1A - GENERAL REQUIREMENTS 2A - EARTHWORK 3A - CONCRETE 4A - MASONRY 5A - METAL 5B - STRUCTURAL STEEL 6A - ROUGH CARPENTRY 6B - FINISH CARPENTRY 6C - CABINETS 6D - MOLDED MILLWORK 7A - ROOFING AND WATERPROOFING 7B - SHEET METAL 7C - INSULATION 7D - ELASTOMERIC MEMBRANE 7E - SKYLIGHTS 8A - FINISH HARDWARE 8B - DOORS 8C - WOOD WINDOWS 8C - ALUMINUM/VINYL DOORS AND WINDOWS 8D - GLASS AND GLAZING 8E - WEATHER-STRIPPING AND THRESHOLDS 8F - GARAGE DOOR HARDWARE 9A - STUCCO 9B - GYPSUM WALLBOARD AND CEILING BOARD 9C - RESILIENT FLOORING 9D - TILE 9E - PAINTING AND FINISHING 10A - BUILDER SPECIALTIES/FINISH SCHEDULE 15A - PLUMBING 15B - SPRINKLERS 15C - HEATING AND AIR CONDITIONING 16A - ELECTRICAL

TRADE COORDINATION MATRIX

3A Concrete 4A Masonry 5A Metal 6A Rough Carpentry 7A Roofing 7B Sheet Metal 7D Elastomeric 7E Skylights 8C Windows/ Doors 9A Stucco 9B Gyp-Board 9D Tile 15A Plumbing 15C Hvac 16A Electrical

INVISEAGE PROPERTIES shall be referred to as Owner/Client throughout these General Notes SECTION 1A -- GENERAL REQUIREMENTS 1. Owner/Client Responsibilities: Reference is made throughout these General Notes to responsibilities and standards of care to be fulfilled by those providing services in the development and construction of this project. Owner/Client shall be responsible for adherence to those requirements by the Owner, Builder, Developer, General Contractor, Subcontractors and other professional Consultants not retained by the Architect.

2. Builder's Set: The scope of this set of plans is to provide a "builder's set" of construction documents and general notes hereinafter referred to as "plans". This set of plans is sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete the project are not necessarily described. The plans delineate and describe only locations, dimensions, types of materials and general methods of assembling or fastening. They are not intended to specify particular products or other methods of any specific material, product or method. The implementation of the plans requires a Owner/Client/Contractor to be thoroughly knowledgeable with the applicable building codes and methods of construction specific to this product type and type of construction.

3. Building Maintenance: The exposed materials used in the construction of this project will deteriorate as the completed project ages unless properly and routinely maintained. Owner/Client shall provide or cause the development of a comprehensive maintenance manual which shall be given to each homeowner which specifically describes required periodic inspection, maintenance, repair and replacement of building and surrounding components. Special attention shall be given to landscaping, landscape irrigation, site drainage, building water run-off control, major structural components, fire assemblies, sound assemblies, waterproof walking surfaces and exposed wood and metal. Adequate funds shall be allocated by those responsible for such maintenance to insure required maintenance is performed in a timely manner.

4. Codes: All construction shall comply with the most stringent requirements of all current applicable city, county, state and federal laws, rules, codes, ordinances and regulations. If the General Contractor or any Subcontractor performs any work in conflict with the above mentioned laws, rules, codes, ordinances and regulations, then the contractor in violation shall bear all costs of repair arising out of the non-conforming work. A partial list of the applicable codes are listed on Sheet T-1.

5. Permits: The general building permit and plan check shall be secured and paid for by Owner/Client. All other permits shall be secured and paid for by the Subcontractor directly responsible.

6. Insurance: The General Contractor and every Subcontractor performing work or providing services and/or materials for the work are required to purchase and maintain in force "All Risk" Builders Insurance prior to commencement of the work and/or furnishing labor, services and materials. Each "All Risk" policy shall be in an amount sufficient to cover the replacement value of the work being performed and/or the labor, services and materials being supplied by the General Contractor, Subcontractors, Architect, and all professional Consultants.

7. Insurance: Owner/Client shall cause the General Contractor and every Subcontractor performing work or providing services and/or materials for the work to purchase and maintain General Liability Insurance, on an occurrence basis, in an amount not less than one million dollars and shall name Owner/Client and Architect as additional insured to said policy.

8. Named Products: The Architect makes no guarantee for products identified by trade name or manufacturer.

9. Scope: The General Contractor and Subcontractors shall furnish all labor, equipment, and material indicated on the plans and reasonably inferred or required by the applicable codes.

10. Substitution: No substitutions shall be made without written authorization by Owner/Client. Any substitution shall be made known to Owner/Client and Architect in advance to avoid any delay in the project schedule.

The General Contractor and any Subcontractor shall not make the structural substitutions or changes without prior written authorization from the structural engineer and written notification to the Architect.

11. Changes: Any addition, deletion, or change in the scope of the work described by the plans shall be by written change order only. Any approval from the building official for a change in the work shall be the responsibility of the General Contractor.

12. Intention: The General Contractor shall insure that all labor, materials, equipment and transportation shall be included in the work for complete execution of the project. The Architect shall not be responsible for the means and methods of construction.

13. Review of Drawings: The General Contractor and all Subcontractors shall review the full content of the plans for discrepancies and omissions prior to commencement of work. Any discrepancies or omissions in the plans shall be communicated to the Architect within a reasonable time of discovery.

The General Contractor and all Subcontractors shall be responsible for any work not in conformance with the plans or in conflict with any code.

14. Use of the Drawings: Detailed large scale drawings on "D" sheets and notes on "G" sheets take precedence over general small scale drawings and notes on "A" sheets. Dimensions take precedence over scaled measurements. Details and sections on the drawings are shown at specific locations and are intended to show general requirements throughout. Details noted "typical" imply all like conditions treated similarly, unless noted otherwise. The architectural details shown are intended to further illustrate the visual design concept and the minimum recommended weather protection for this project.

Building code requirements, structural considerations, trade association manuals and publications and product manufacturer's written instructions shall also be considered in order to complete the construction of the details, and in some cases may supersede the details. Each contractor on the job shall bring all necessary changes to the attention of the Architect prior to construction. All possible field conditions which may be encountered are not necessarily described. Field conditions encountered which require clarification shall be brought to the attention of the Architect in a timely manner.

SECTION 1A -- GENERAL REQUIREMENTS

SECTION 4A -- MASONRY

15. Shop Drawings: All shop drawings required by the plans shall be submitted to the Architect ten (10) working days prior to fabrication for review of compliance with the design concept.

16. Approved Drawings: The General Contractor shall be responsible for coordinating the work between the different Subcontractors and requiring all Subcontractors to use the most current building department approved set of plans.

17. Model Building/Unit Construction: It is intended that an initial building/unit (i.e. model) be constructed for each plan, plan alternate, elevation or elevation alternate sufficiently in advance of the remaining production buildings/units for the purpose of resolving discrepancies, correcting omissions and providing clarification in the construction documents during the construction of the (model) buildings/ units.

18. Structural Observation: Owner/Client shall be responsible to fulfill the requirements of CRC section R301.1.3 (CBC Section 1708A) to employ his designated Engineer to make site visits to observe general compliance with the approved structural plans and change orders. The Engineer shall submit a statement in writing to the Owner's representative, special inspector, contractor and Building Official stating that the site visits have been made and identifying any reported deficiencies which, to the best of the engineer's knowledge, have not been resolved.

19. Related Documents: A. General requirements of this document shall be the American Institute or Architect's Standard Document No. 201 including all supplementary general conditions.

B. Soils Report: Refer to the current preliminary Soils Report as provided by Owner/Client for all soil recommendations. Refer to the final soils report provided by Owner/Client for final recommendations.

C. Energy Compliance: Refer to the current energy compliance report as provided by Owner/Client for construction components necessary for compliance.

D. Structural Engineering: Refer to the current structural calculations for back-up structural information.

E. Acoustical Report: Refer to the current acoustical report for additional requirements, if any.

F. The General Contractor shall obtain full listing or copies of all related documents not listed from Owner/Client, necessary to properly execute all work.

20. Topographic Grades, Lines and Levels: The General Contractor shall compare the existing site grades to the grades shown on the plans. Any discrepancy in elevations referenced on the plans shall be communicated to the Architect for review before proceeding wi th the work. The General Contractor shall be responsible for the accuracy of all building lines and levels.

21. Cutting and Patching: All Subcontractors shall do their own cutting, fitting, patching, etc., to make the several parts come together properly and fit it to receive or be received by work of other trades.

22. Cleanup: All trades shall, at all times, keep the premises free from accumulation of waste materials or rubbish caused by their work. Subcontractors shall remove all rubbish, tools, scaffolding, surplus materials and leave the job in a broom-clean condition. All fixtures, equipment, glazing, floors, etc., shall be left clean and ready for occupancy upon completion of the project.

23. Trade Manuals and Publications: The plans refer to various professional Trade Association manuals and publications. The General Contractor and all Subcontractors shall be familiar with and refer to the trade publications in the performance of their portion of the work. Trade manuals are hereby referenced for each section of these General Notes.

24. Storage of Materials: The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions. The materials shall be kept secure and protected from moisture, pests, and vandals. Any loss arising out of materials stored at the site shall be the responsibility of the General Contractor or Subcontractor who stored the damaged or lost materials.

25. Infiltration Control: All openings in the building envelope must be caulked, gasketed or weather stripped in accordance with mandatory energy requirements.

SECTION 2A -- EARTHWORK 1. Scope: A. The General Contractor shall take all necessary measures to fully protect adjacent properties.

B. The work consists of furnishing all labor, equipment, materials and performing all operations necessary for all earthwork.

C. All site work, grading, excavating, cutting, filling compacting, etc., shall conform to recommendations of the Soils Report noted in Section 1A. Any deviation from those recommendations is the sole responsibility of the General Contractor.

2. Excavations: A. Excavations for footings shall be made to the width, length, and depth required. Finish with level bottoms.

B. Excavations shall be kept free of standing water.

C. Where excavations are made to depth greater than indicated, such additional depth shall be filled with concrete as specified for footings.

3. Fill and Backfill: A. Fill materials shall be free from debris, vegetable matter and other foreign substances.

B. Backfilling for trenches shall be compacted to density recommended in Soils Report.

C. Backfill for pipe trenches shall be compacted on both sides of pipe in six-inch layers or as recommended in Soils Report.

D. All trades shall backfill their own trenches, unless otherwise directed.

E. Trenches for water and sewer service from sidewalk to house shall be compacted after services are installed as specified in Soils Report.

F. Provide termite treatment of soil prior to pouring of concrete.

4. General Grading and Drainage: A. See Civil Engineering drawings and notes.

B. Finish grade surrounding units shall be graded to direct surface run off away from foundations. Per CRC section R401.3, the grade shall fall a minimum 6 inches within the first 10 feet forwards a water disposal area or subdrain system approved by the Civil and Soils Engineers.

Verify requirements with final Soils Report, the more stringent shall prevail.

C. See Civil Engineering drawings for design of a complete drainage system, independent from other drainage systems, to remove nuisance water from behind all retaining walls, including but not limited to: french drain layout, slope, clean-outs, and outlet information.

SECTION 3A -- CONCRETE: REFER TO STRUCTURAL DRAWINGS

BY OTHERS FOR CONCRETE SPECIFICATIONS NOTES, DETAILS AND EMBEDMENTS TO BE USED ON THIS PROJECT FOR EXTERIOR FLAT WORK AND NON-STRUCTURAL CONCRETE 1. Scope: A. Furnish, install and finish concrete work complete, including final grading and surface preparation under slabs, form work, reinforcing, expansion joints, moisture barriers, etc.

B. Refer to final Soils Report provided by Owner/Client for all recommendations recommendations pertaining to site preparation, and corrosive properties of the soil. All contained in Soils Report to take precedence over details and information indicated.

C. Verify extent and location of all flat work with Landscape drawings.

D. The General Contractor shall coordinate and verify all concrete dimensions, slopes, drains and recesses with all trades prior to the placement of concrete.

E. Refer to Landscape and Civil Engineering drawings for the continuation of retaining walls (yard walls) between units beyond what is indicated. All grade conditions surrounding units are to be verified with Civil Engineering drawings, Landscape drawings and field conditions.

Discrepancies in elevations given are to be brought to the attention of the Architect prior to construction.

F. Footings located in proximity of the top of slope must extend in depth such that the outer top edge of the footings is horizontally a distance from the face of the slope, as specified in Soils. Report, civil drawings and CRC requirements, the more stringent shall prevail.

G. Coordinate placement of concrete with Owner/Client Superintendent and other trades including but not limited to framing, sheet metal and concrete trades.

2. Standards: All work and materials shall meet the latest edition performance standards of the "American Concrete Institute" - ACI. 3. Workmanship: A. Concrete shall be worked in all forms, into all corners and around reinforcement.

B. Concrete flat work shall slope 1/4" per foot minimum to drain or as indicated on the drawings allowing no ponding to occur. Verify all slope conditions with all applicable disabled accessible route requirements.

C. Verify locations of raised and depressed slabs to receive other materials prior to slab placement.

4. Finishing: A. As detailed by Landscape Architect.

5. Materials: A. Cement: ASTM C150, Type 1 (verify with Soils Report). Verify with Soils Engineer prior to field implementation.

B Aggregates: ASTM C33.

C. Water: Clean, fresh, suitable for domestic purposes.

D. Reinforcing steel: ASTM A615-40.

E. Tie wire: Reinforcing steel shall be securely tied in place with #16 double annealed steel wire.

Bars shall be supported on well-cured concrete blocks or Landscape Architect approved metal chairs.

F. Exterior Flatwork: Driveways, walks, patios, etc., to have expansion joints, reinforcing, etc., as specified in the Soils Report and as detailed by the Landscape Architect.

6. Design Mix: A. Compressive strength: 2,500 psi - minimum at 28 days.

B. Ready-mix concrete: ASTM C94

1. Scope: A. Furnish and install all masonry work complete, including masonry veneer, glass masonry, grout, mortar, expansion joints and masonry reinforcing, etc.

B. Refer to Landscape and Civil Engineering drawings for the continuation of retaining walls (yard walls) between units beyond what is indicated. All grade conditions surrounding units are to be verified with Civil Engineering drawings, Landscape drawings and field conditions. Discrepancies in elevations given are to be brought to the attention of the Architect prior to construction. Top of footings given are approximate.

C. Provide suitable surface, cant strips, etc., at retaining walls where waterproof membranes are to be applied as recommended by waterproof membrane manufacturer.

D. All reinforced continuous footings and walls shall be adequately tied at corners and intersections per standard masonry construction practices or per Structural Engineer's requirements as requested by the General Contractor.

E. See Civil Engineering drawings for design of a complete drainage system, independent from other drainage systems, to remove nuisance water from behind all retaining walls, including: french drain layout, slope, clean-outs, and outlet information.

F. Provide self adhered flashing membrane waterproofing at retaining wall conditions per details and per Section 7D. 2. Standards:All work and materials shall meet the latest edition performance standards of the "Masonry Institute of America" - MIA. 3. Workmanship: A. Masonry shall comply with CRC Chapter 6 (R606) B. Masonry veneer shall comply with CRC Chapter 7.

C. Work shall be plumb, level and true to line with consistent joints.

D. Reinforcing shall be accurately placed, and held in position top and bottom.

E. All manufactured stone, thin set pavers, adhered veneers, etc., shall be installed over a suitable, structurally sound, weatherproof substrate per the manufacturer's instructions.

F. Exposed exterior mortar joints shall be dimensionally consistent and weather struck.

G. Provide weeps as required by highest quality of masonry construction.

4. Materials: A. Masonry units: Manufactured stone/Glass block/Thin set "adhered veneer" paver/Full brick/Stone veneer as selected by the Architect. Structural - ASTM, C-90, Grade N. B. Water: Clean, fresh; suitable for domestic purposes.

C. Portland cement: ASTM C150, Type 1.

D. Sand: ASTM C144.

E. Lime: Hydrated - ASTM C207, Type S. F. Cement mortar: One part cement; 3 parts maximum sand, 1/4 part minimum to 1/2 part maximum hydrated lime. All parts by volume. Type S or N mortar for glass block or as required by code and manufacturer's requirements.

G. Grout: One part cement to 3 parts sand. Add water to produce consistency for pouring without separation.

H. Reinforcing steel: ASTM A615-40. Glass block joint reinforcement shall be hot-dipped galvanized.

I. Tie Wire: ASTM A82, 16 gauge; black annealed.

J. Veneer ties: Corrugated galvanized steel, Steel-Tex or Owner/Client selected substitute.

(1) In brick masonry with grout spaces 2 inches or larger, 2 parts pea gravel may added.Waterproofing: Provide Self Adhered Flashing Membrane (SAFM) K. Waterproofing per Section 7D at retaining wall conditions.

SECTION 5A -- METAL 1. Scope: Furnish all metal shapes, supports, angles, bars, plates, bolts and attachments as they relate to grills, gates, railings, etc., that are not a part of structural steel or other metal framing systems.

Furnish all welding, shop priming and include installation as required to complete work.

2. Welds: Welds shall be ground smooth, all weld splatter removed. All work and materials shall meet the latest edition performance standards of the "American Welding Society, Inc." - AWS. 3. Materials: See drawings or shop drawings by others for sizes, material and attachments. All hardware connectors subject to weather/moisture exposure shall be hot dipped galvanized or properly primed and painted to prevent rust or corrosion. Owner/Client shall provide a metal specialist to review locations of all ornamental and miscellaneous metal subject to weather/moisture exposure and shall specify materials and/or treated with protective coating so as to prevent rust or corrosion.

4. Work by Others: A. All blocking to receive attachments shall be provided under rough carpentry.

B. All Self Adhered Flashing Membrane shall be confirmed by wrought iron contractor prior to installation of materials.

5. Shop Drawings: Contractor shall submit shop drawings of decorative iron work to Owner/Client and Architect for review for conformance with visual design concept prior to fabrication.

SECTION 5B -- STRUCTURAL STEEL (If required by structural ENGINEERING)

i.5b- STRUCTURAL (refer to structural addendum) ii. Scope: Furnish all structural steel sections, bolts, plates, stud bolts, stairs, installation templates, etc. this scope of work is detailed in the structural addendum by the structural consultant. iii. Standards: 2. Fabrication and erection shall comply with the latest A.I.S.C. specifications as detailed in the structural addendum for this project.

3. Materials: Structural steel shall conform to standard specifications as detailed in the Structural Addendum for this project.

4. Shop Drawings: a.

Structural Consultant had submitted the Structural Addendum and has been approved for construction and permit issued.

SECTION 6A -- ROUGH CARPENTRY: REFER TO STRUCTURAL DRAWINGS AND TRUSS DRAWINGS BY OTHERS FOR LUMBER AND GRADING SPECIFICATIONS TO BE USED ON THIS PROJEC

FOR ALL NON-STRUCTURAL CARPENTRY 1. Scope: A. Laying out of work, rough trim, siding, etc.

B. Furnish and install all screws, nails, straps, mastic for mudsills, self-adhered flashing membrane sealant/caulking, building paper, self sealing sefl-adhered flashing membrane, flashing material and all necessary equipment. General contractor shall be responsible for sequencing and protection of weatherproofing materials from deterioration or damage caused by other trades, vandalism, wind, rain, U.V. rays and heat, prior to them being covered.

C. Install all interior and exterior standing and running trim, shelving, boarding and all building specialties. Install all rough backing for finish attachments and finish materials. Install all aluminum or vinyl windows and aluminum or vinyl sliding doors including caulking/sealant.

D. The General Contractor shall determine the location of full height balloon framed walls in accordance with the highest standard of construction and framing practices.

E. Install self-adhered flashing membrane waterproofing per details and per Section 7D. F. Coordinate sequence of framing installation with Owner/Client Superintendent and other trades including but not limited to sheet metal, roofing, stucco and concrete trades.

G. The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions.The materials shall be kept secure and protected from moisture.

2. Grading Standards: A. Framing lumber: Each piece of lumber shall bear grade mark of appropriate agency.

B. Wood Sheathing Panels: Shall bear the mark of "American Plywood Association" - APA, and shall meet the latest edition of performance standards.

3. Framing Materials/Grade/Specie: A. Lumber: All lumber to be Douglas Fir or Hemlock Fir or Southern Pine (verify with Owner/Client).

Wood delivered to the site shall be field tested with a hydrometer for a maximum moisture content of 19%. All wood shall be adequately separated from concrete and earth, if not 1) shall be treated wood or; 2) wood of natural resistance to decay to protect against deterioration in accordance with CRC Section R317 All wood shall be protected from landscape irrigation.

B. Mudsills: Pressure treated or foundation grade redwood, set all exterior wall sills in mastic.

C. Vertical Framing: No. 2 grade or better, unless noted otherwise.

D. Horizontal Framing: No. 2 grade for framing lumber 2 to 4 inches wide by 2 inches and taller or No. l grade for all framing lumber wider than 5 inches, unless noted otherwise. Set all simple supported horizontal members with crown side up, cantilevers with crown side down.

SECTION 6A -- GENERAL REQUIREMENTS (CONT.) E. Sheathing and Subfloor: (1) Exposed Eaves and Rakes: 1x6 T & G decking, or 15/32" thick, APA rated wood structural panels, A-C exterior, span rating: 24 unless detailed otherwise.

(2) Subfloor at Interior Floors: Glue and nail. Provide "sanded face" where resilient non-textile flooring occurs.

The General Contractor shall verify extent and compatibility of subfloor surface texture and material with all applied floor finishes.

(3) Subfloor at Waterproof Floors: 23/32" thick, APA-Rated, A-C exterior, T&G, span rating 48/24 minimum or as specified by waterproof surface manufacturer. Hold deck edge level with any adjacent stair treads and feather all slope intersections along flow lines over broad areas to avoid abrupt floor breaks in surface.

(4) Pot shelves and shoulders: 15/32" thick, APA-Rated, A-C exterior grade; slope 1/4" per foot min., or as shown on drawings.

Metal Connectors: All framing connectors including but not limited to framing clips and plywood clips as approved by the local Building Department. Installation shall be according to current manufacturers specifications. All metal connectors subject to exposure shall be galvanized, properly primed and painted or otherwise protected against rust, corrosion and deterioration. Provide rotated straps as approved by the Structural Engineer where protruding bolts cannot be simply concealed by finish materials.

F. Interior Non-bearing Walls: Shall have 0.142" shot pins at 36" O.C.; i.e.: Ramset per I.C.C.Report No. ER 2690, unless noted otherwise on structural plans.

H. Shear Wall Material: Shall extend the full length of wall plane to provide uniform base for finish materials.

K. Fascia and Barge Boards: Kiln dried, select appearance grade, as detailed. All top surfaces to be beveled or sloped to facilitate water runoff. See drawings for size.

L. Exterior Siding: Horizontal hardboard siding, factory primed/sealed with embossed texture over building paper as recommended by manufacturer. Paint per Architect's color schedule. No joints in siding for wall areas less than 16' long.All hardboard type siding shall be thoroughly caulked/sealed at all joints and penetrations with P.C.B. caulking or other self adhered flashing membrane non-hardening type caulking as recommended by manufacturer.

M. Exterior Plywood: 3/8" thick exterior grade, resawn texture one side.

N. Exterior Decking: 2x6 spaced decking, cedar, kiln dried, select appearance grade.

O. Soffit at eaves and rakes: See details. Enclosed soffits to be fire blocked per CRC section R302.11 P. Building paper: Per CRC section R703.2/R703.7.3. 1 layer 15 pound (60 minute) paper minimum, at vertical walls.

Provide 1 layer 30 pound felt for the first two courses from grade. Building paper shall carry continuous identification. Provide 2 layers building paper, Grade D min., over wood based sheathing to receive exterior lath.

Q. Flashing at Openings: Per CRC Section R703.4. Flashing material sealed to flashing fin with minimum 2" lap at horizontal joints, minimum 6" lap at vertical joints - see details. Flashing materials shall be barrier coated reinforced and shall provide four (4) hour minimum protection from water penetration when tested in accordance with ASTM D-779 or other approved test. Flashing material shall carry continuous identification.

R. Self-adhered flashing membrane: Provide 1 layer self adhered flashing membrane at all exterior surfaces other than vertical. Provide 1 layer of self adhered flashing membrane behind all exposed wood trim over building paper, installed per manufacturer's recommendations. Minimum slope of substrate is 1/4" per foot. See details and Section 7D. S. Overlap Framing: Overlap framing areas at roofs shall allow for openings in the roof sheathing between the main attic and overlap area as allowed by the structural engineer, to provide full attic ventilation and access.

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

T. Trusses: 1. See manufacturer's truss drawings for materials by others.

2. Truss manufacturer to provide attic' trusses and required clearance for horizontal F.A.U.s.

U. Grab Bar Reinforcement: Provide solid backing at future grab bar mounting points at units where disabled access is required. See drawings.

V. Fastening Schedule: Per CRC Table R602.3 for common or box nails. If alternate nails are used, contractor shall submit I.C.C. approved test reports of specified nail type along with alternate nail specifications for Structural Engineer's review prior to field use.

4. Framing: A. Blocking and Bridging: (1) Stud Walls: Per CRC section R602, Full height walls shall have continuous studs from bottom to top plate.

(2) Ceiling Joists: Per CRC section R802.8.1, Use solid bridging.

(3) Backing: Provide solid backing at all pendant or surface-mounted electrical fixtures, rails, grab bars, bath accessories, etc.

B. Fire blocking: Per CRC section R302.11 C. Draft Stops: Per CRC section R302.12, Where there is usable space above and below the concealed space of a floor ceiling assembly, draft stops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draft stopping shall divide the concealed space into approximately equal areas.

D. Stud Walls: Per CRC section R602.3.1, All studs to have full bearing on plate. All studs to be at 16"O.C. unless noted otherwise. Studs sizes per structural documents and specifications. CRC Table R602.3(5) or Table R602.3.(1) E. Use continuous, full height, ballooned framed studs in accordance with the highest standard of construction and framing practices.

F. All angled walls to be at 45 degrees unless noted otherwise.

G. Built-up roof, waterproof balcony/ decks and exterior horizontal surfaces "i.e., pot-shelves and shoulders" are to be framed with slope to ensure water drainage without ponding H. Provide crickets as indicated and as necessary for proper water drainage and to redirect channeled or run off water away from vertical surfaces.

I. Provide stripping where required to provide uniform surface where flush joists and beams are different depths.

J. Use "Gang Nail" straps at bottom of fascia splices and corners.

K. Use mitered joints at fascia splices.

L. All dimensions given are to face of framing, unless noted otherwise.

M. Align sill height of all adjacent windows and door headers on same elevation or same room, unless noted otherwise on framing plan.

5. Trusses: A. The General Contractor shall coordinate the installation of all ceiling drops with the Truss Manufacturer and the Framing Contractor.

B. Where truss framing and conventional framing occur together in a continuous roof plane, the General Contractor shall coordinate with the Truss Manufacturer and Framing Contractor to eliminate differential deflection between the truss and conventional framing members.

C. Where truss framing and conventional framing occur together in the same roof, the pate height as noted will be maintained for the deeper conventional member with the bottom truss chord matching the rafter seat cut.

Truss manufacturer shall provide heel as required to maintain continuous roof plane alignment.

D. The General Contractor shall have City/County approved truss plans on the job site prior to foundation inspection.

The Truss Manufacturer shall submit calculations, shop drawings, details, bridging and erection bracing signed by a registered Engineer to the Building Department and Structural Engineer, for their review prior to fabrication.

One set of shop drawings shall be submitted to the Architect for review for conformance with the visual design concept prior to truss fabrication.

E. The Truss Manufacturer shall be responsible for framing around openings in the roof or floor, shall provide ladder framing at nonstandard truss member spacing to keep within the span rating of the roof or floor sheathing and shall submit details and hangers as required.

F. The Truss Manufacturer shall be responsible for verifying the location, size and weight of attic located mechanical equipment and incorporate such information including required clearances into the attic truss design and calculation of trusses supporting it, including attic accesses.

G. Nonbearing walls shall be held short to allow for rafter/truss deflection with clips approved by the Structural Engineer to stabilize the wall.

H. Truss manufacturer shall provide members of adequate bearing area in such a width to insure against overstressing of supporting timber, multiple joists, girders and plates or provide bearing plates and details to do same.

I. The General Contractor shall coordinate with the Truss Manufacturer, Framing,Electrical, Plumbing and Mechanical Contractors at fire protected areas to maintain required fire protection without penetrations unless allowed by code and local jurisdiction.

6. Stairways A. General: Every stairway having two or more risers serving any building or portion thereof shall comply with the requirements of the CRC section R311.7 B. The Riser height shall not be more than 7.75 inches at R-3 (7 inches at R-1.) The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. The Tread depth shall not be less than 10 inches at R-3 (11 inches at R-1.) Stair treads shall be of uniform size and shape, except the largest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch.

C. Every stairway shall have a headroom clearance of not less than 6 feet 8 inches.

D. Every landing shall have a dimension measured in direction of travel not less than the width of the stairway.

E. The top of handrails and handrail extensions shall not be placed less than 34 inches no more than 38 inches above landing and the nosing of treads. Handrails shall be continuous the full flight of stairs. The hand grip portion of handrails shall not be less than 1 1/4 inches nor more than 2 inches in cross sectional dimension or the shape shall provide an equivalent griping surface. Handrails projecting from a wall shall have a space of not less than 1 1/2 inches between the wall and the handrail.

F. Winding stairways may not be used if the required width of run is provided at a point not more than 12 inches from the side of the stairway where the treads are narrower, but in no case shall the width of turn be less than 6 inches at any point.

7. Guards A. Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30" measured vertically to the floor or grade below at any point 36" horizontally to the open side.

CRC section R312.1 B. Guards shall not be less than 42" measured vertically above the adjacent walking surface, adjacent fixed seating or line connecting leading edges of the treads. Guards on the open side of stairs shall have height not less than 34" measured vertically from a line connecting the leading edges of the treads. Where the guard also serves as a handrail on the open side of stairs, the top of the guard shall not be less than 34" and not more than 38" measured vertically from a line connecting the leading edges of the treads. CRC section R312.1.2 C. Guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of the guard, shall not allow passage of a sphere 6" in diameter. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4 3/8" in diameter.

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

GENERAL NOTES

PROJECT NO SHEET

A-2.02

SECTION 6B -- FINISH CARPENTRY 1. Scope: A. Furnish and install all finish carpentry complete, including trim, door frames, paneling and shelving.

B. Installation of finish hardware, bath accessories, cabinet pulls, etc.

2. Workmanship: A. All joints shall be tight and true and securely fastened. Corners shall be neatly mitered, butted or coped, with nails set and surfaces free of tool marks., B. Wood work shall be accurately scribed to fit adjoining surfaces.

C. All work shall be machined or hand-sanded, sharp edges and splinters removed, and completely prepared for finish.

D. Full length continuous boards shall be used wherever applicable or specifically noted.

3. Fitting and Hanging Doors: A. Each door shall be accurately cut, trimmed, and fitted to its respective frame and hardware with due allowance for painter's finishes.

B. Clearance at the lock and hanging stiles and at the top shall not exceed 1/8". Clearance at the bottom shall be adjusted for finish floor covering scheduled, including carpeting.

C. Lock stile edges shall be beveled.

D. Door shall operate freely, but not loosely, without sticking or binding, without hinge bound conditions; and with all hardware properly adjusted and functioning.

4. Materials: A. Door Frames: 1. Frames shall be set plumb and true, rigidly secured, and protected during the course of construction.

2. Kiln dried vertical grain Douglas Fir, "B" or better.

B. Door Stops and Casing: Clear pine. Size and profile as selected by Owner/Client.

1. All vertical and horizontal trim members shall be in longest practicable lengths.

C. Shelving: 15" deep at wardrobes unless noted otherwise. Particle board, edge banded or 1x clear pine D. Shelf Pole: 1 3/8" diameter, solid wood. Double pole as indicated with "DBL P" on drawings.

E. Shelf and Pole: Metal shelf and pole system as selected by Owner/Client. Provide double pole as indicated with "DBL P" drawings.

F. Wood Base: 2-1/4" high colonist profile clear pine with shoe molding at sheet vinyl. Window casing as detailed or as noted otherwise.

G. Interior Wood Trim: 1. Wood rails - clear material, finished to match casework.

2. Window stool and apron - 1x clear pine to match casework (verify with Owner/Client).

SECTION 6C -- CABINETS 1. Scope: Furnish and install all cabinet work complete. Verify all dimensions by taking field measurements prior to fabrication/installation. Verify appliance and fixture sizes with Owner/Client and supplier prior to fabrication.

2. Standards: A. All work and materials shall meet the latest edition performance standards of the "National Kitchen Cabinet Association" - NKCA. Owner/Client selected panel doors, unless noted otherwise.

3. Workmanship: A. All joints shall be tight and true and securely fastened. Corners shall be mitered, butted, or coped, nails set, and surfaces free of tool marks.

B. Use concealed fastenings where possible.

C. All cabinet work scheduled for paint or stain finish shall be smoothly dressed and sanded.

D. Install all work level, plumb and true. Scribe members accurately in place to fit adjoining surfaces.

E. Cabinets scheduled for paint finishes shall be primed and back-painted prior to installation.

F. Plywood and particle board shelves shall be hardwood edge banded on all exposed edges.

4. Materials and Design: as selected by Owner/Client.

5. Hardware: Shall be selected by Owner/Client.

6. Counter Tops: Shall be selected by Owner/Client.

SECTION 6D - MOLDED/FORMED MILLWORK 1. Scope: Furnish and install all molded millwork complete.

2. Installation: A. Installation and finish application per manufacturers recommendations including backing/support, joint reinforcing, surface preparation and adhesives/attachment.

B. Product to be compatible with exterior use, adjacent finishes and of sufficient structural strength for location used.

3. Materials: Provide molded shapes to receive exterior finish as indicated in drawings and details. Install expanded polystyrene by Vefo Incorporated, molded polyurethane foam by Nesco Manufacturing Inc., molded high density polymer by Fypon Molded Millwork or Owner/Client selected substitute. Provide reinforced finish as required at human traffic locations subjected to bumping, scraping, denting, etc. Provide Type II - high density foam at all trim applications.

SECTION 7A -- ROOFING AND WATERPROOFING 1. Scope: A. Furnish and install roofing and waterproofing work complete, including cant strips and incorporating other trades flashing, sleeves and jacks. General contractor shall be responsible for sequencing and protection of weatherproofing materials from deterioration due to wind, rain, U.V. rays and heat, prior to them being covered.

B. coordinate installation of roof with Owner/Client Superintendent and other trades including but not limited to framing, sheet metal and plumbing trades.

2. Standards: All work and materials shall meet the latest edition performance standards of the "National Roofing Contractors Association" - NRCA and "Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions", published by the "Tile Roofing Institute" 3. Installation: Install roofing and wall corrosion resistant metal flashing per manufacturer's recommendations including the use of fasteners and anchoring devices in high wind areas, and per CRC R905, carefully incorporating self adhered flashing membranes, flashing, scuppers, jacks, sleeves, roof drains, skylights, etc., supplied by others.

4. Inspection: Owner/Client shall provide a Waterproofing Specialist to review built-up roofing, waterproof decking, foundation wall waterproofing, and flashing details and provide continuous inspection during field installation of all waterproof and flashing surfaces and materials to insure adherence to manufacturer's specifications and the highest standards of construction practice.

5. Special Conditions: A. Provide cant strips at all vertical surfaces.

B. Provide crickets as indicated, and as necessary for proper water drainage and to re-direct channeled or runoff water away from vertical surfaces.

C. Roofing contractor shall be responsible for determining that appropriate fasteners are used for the project wind condition 6. Materials: as selected by Owner/Client A. Tile Roof: Class "A" rated roof assembly. (Hanson Roof Tile, Inc., Report No., ESR-1775) (Eagle Roofing Products, Report No ESR-1900) (Monier Lifetile, LLC., I.C.C. Research Report No. ESR-1647) (U.S. Tile Co.,I.C.C. Research No. ESR-1017) (Boral Roofing. Research Report No. ESR-1647) approx. 9.5 lbs. per sq. ft. as selected by Owner/Client.

Install over minimum 30 pound felt or per manufacturer's specifications. Color, texture and pattern as selected by the Architect. Refer to color schedule.

SECTION 7A -- ROOFING AND WATERPROOFING (CONTINUED) B. Built-up Composition Roof: Class "A" rated roof assembly - nail able deck with asphalt glass organic felt roof membrane (four ply: base ply nailed, three plies mopped), with aggregate surfacing.

(1) One ply of No. 40 asphalt-saturated and coated organic felt base sheet, asphalt fiber mat roll roofing base sheet, or a Venting base sheet installed as a base ply.

(2) Three piles of No. 15 asphalt-saturated organic felt embedded in a fluid, continuous application of asphalt, applied in such a manner that in no place will felt touch felt. All piles of felt to be "broomed" into place to aid adhesion.

(A).Minimun 2o pounds of asphalt(+25% on a total job average basis) per roof square between the piles. (b).Minimun 6o pounds of asphalt(+25% on a total job average basis) per roof square on the top surface of the roof membrane.

(3) Aggregate surfacing shall be spread into the top flood coat of hot asphalt.

The aggregate shall be either: (A).500 pounds of gravel (+25% on a total job average basis) per square or square between the piles. (b).400 pounds of slagt(+25% on a total job average basis) per the square.

(4) NRCA requirements shall be considered the minimum requirements for: (A) The preparation of roof deck, including blocking plywood edges, nailing, slope of roof, crickets and valleys shall conform to the minimum requirements of the NRCA. (B) The piles and fasteners used.

(C) The type of asphalt commensurate for roof slope.

(5) Color of aggregate surfacing to be selected by Architect, refer to color schedule.

C. Composition Shingles: Class "A" rated roof assembly. Apply over one layer, 15 pound felt underlayment in accordance with manufacturer's specifications: color, texture, and pattern to be selected by Architect, refer to color schedule.

D. U.L. Class "B" rated roof assembly per Kopper's Fire Retardant treated Western Red Cedar Shake Roof System. Install per manufacturer's recommendations.

OR E. Metal Roof: Seamless, (standing seam) pre-painted, corrosion resistant (copper) painter shall provide patina copper finish, product used to be approved by Owner/Client metal roof, apply over one layer 15 pound felt underlayment in accordance with manufacturer's specifications. Slope 1" per foot minimum or as detailed.

F. Waterproof Decking: Class "A" rated fire assembly. Furnish and apply balcony deck covering complete and watertight, as recommended by the manufacturer. Install Owner/Client selected, I.C.C. approved, traffic bearing waterproof membrane deck coating system by "Dex-O-Tex", "Mer-Kote" or Owner/Client selected substitute. Strictly follow all recommendations regarding stability of floor, positive slope away from living areas, flashing at all edge and corner conditions, reinforcing tape at sub floor joints, and metal reinforcing at inside or outside "i.e.: stair nosing" corners, etc. Waterproof deck coating system shall be flood tested. Color and texture as selected by the Architect, refer to color schedule.

G. Foundation Wall Waterproofing: Install complete, and Owner/Client selected, I.C.C. approved H. Flashing: 26 gauge corrosion resistant metal min., lap joints and fill with roofing cement, unless noted otherwise. Self Adhered Flashing Membranes: Install per details and per Section 7D. I. Waterproofing system where indicated in drawings. Protect waterproofing material during back filling operations with non-deteriorating protection board. Refer to Section 2A-4.C for nuisance water drainage system information.

J. Roofing Nails: Corrosion resistant, sized for CBC. requirements and local wind conditions.

K. Gutters and Down spouts: See Section 7B.

SECTION 7B -- SHEET METAL 1. Scope: A. Provide miscellaneous corrosion resistant metal work as indicated and specified, including flashing, gravel stops, sill pans, scuppers, gutters, down spouts laundry chutes and miscellaneous vents.

B. Provide all flashing and counter flashing items as indicated in continuous pieces where possible and as required to make work completely waterproof using the highest standards of construction practice.

C. Flash and counter flash at all roof to wall conditions. Flash and caulk wood beams and outlookers projecting through exterior walls or roof surfaces.

D. Flash all exterior trim, door and window openings with approved method and materials which conforms to standards of local and applicable codes and as detailed.

E. Incorporate self adhered flashing membrane materials per details and per Section 7D. F. Coordinate installation of sheet metal with Owner/Client Superintendent and other trades including but not limited to framing, roofing and concrete trades.

2. Standards: All work and materials shall meet the latest edition performance standards of the "Sheet Metal and Air Conditioning Contractors National Association, Inc." - SMACNA. 3. Workmanship: A. Work shall be accurately fabricated to match detail and fitted to job conditions.

B. Molded and brake-formed members shall be finished true and straight with sharp lines and angles.

C. Lock seams flat and true to line, 1/2 inch wide, sweated full with solder where overlapping does not provide water tight connection.

D. Sheet metal work shall be designed to provide complete weather tight and waterproof connections.

E. All galvanized metal shall be shop primed with one coat of zinc dust-zinc oxide primer over all surfaces and as recommended by metal specialist.

F. Sheet metal used as flashing adjacent to wood surfaces shall be set in high quality sealant to insure waterproofing between such materials.

4. Inspector: Owner/Client shall provide a Waterproofing Specialist to review built-up roofing, waterproof decking, foundation wall waterproofing, and flashing details and provide continuous inspection during field installation of all waterproof and flashing surfaces and materials to insure adherence to manufacturer's specifications and the highest standards of construction practice.

5. Materials: A. Sheet metal and flashing to be corrosion resistant metal as specified by Owner/Client provided Metal specialist.

B. Minimum thickness: Not less than 26 gauge C. Flashing and sheet metal thickness shall be appropriate for the specific condition in accordance with the recommendations of the "Architectural Sheet Metal Manual" but in no case less than the listed minimum or per requirements of the CRC. D. Solder and flux if necessary: 50% tin, standard brand solder. Flux shall be muriatic acid.

E. Fasteners: Corrosion resistant screws and other fasteners compatible for use with base metal used for steel metal and flashing.

F. Self Adhered Flashing Membrane:See Section 7D 6. Gutters and Down Spouts: Provide corrosion resistant gutters and down spouts as required by the soils report and as noted on roof plan.

Down spouts shall discharge into a separate subsurface drainage system or onto splash block locations approved by the Civil and soils Engineers. Down spouts shall not discharge onto waterproof walking surfaces, access paths stairs or into planting areas adjacent to structural foundations.

7. Attic Vents: Provide attic cross ventilation at all attic areas per most stringent requirements of applicable City, County, CRC or roofing manufacturer. Vent openings shall be covered with corrosion resistant metal mesh with 1/4" opening dimension. The General Contractor shall notify the Architect should any enclosed area be discovered in the field for which required ventilation has not been provided prior to the application of finish materials.

F. Pitch Roof: Provide low profile screened dormer vents (vent tiles) see drawings for locations and size.

G. Eaves: (4)1-1/2" diameter screened openings at frieze block per truss rafter space. Opening locations must be compatible with structural drawings and details. Discrepancies shall be brought to the Architect's attention in a timely manner. 3" continuous screened soffit vent as detailed or Owner/Client selected substitute.

D. Gable End: Screened with louver blade profile to prevent intrusion of wind driven rain into interior space.

See drawings for size and location.

E. Soffit: Screened vents - see drawings for size and locations.

F. All venting to be in conformance to acoustical requirements as indicated in acoustical report.

8. Dryer Vents: A. Damper per CMC, manufacturers specifications and local jurisdictional requirements. Length of run and number of bends to be minimized. Duct runs exceeding maximum allowed by code shall be oversized to insure adequate air flow.

B. Dryer duct shall have a back draft damper per CMC C. Dryer duct shall be of metal and shall have smooth interior surface.

D. Dryer duct shall terminate on the outside of the building per CMC. E. Dryer vent boosting will be needed when the duct length exceeds the following: ( Note: Verify the requirements with local governing agencies ) 4" diameter 14' max length with two 90 degree elbows. A length of 2' shall be deducted for every 90 degree elbow in excess of 2.

F. Dryer Vent Booster Fan: (a) There shall be minimum of 15 linear feet of duct between the booster fan and the dryer. (b) Provide access panel for booster fan. (c) Provide an independent electrical circuit for dryer duct booster fan.

9. Crawl space "Foundation" Vents/Access: Provide cross ventilation at all enclosed areas exposed to grade per code requirements of the CRC, Section R408.1. Vent openings shall be covered with corrosion resistant metal mesh with 1/4" opening dimension. The General Contractor shall notify the Architect should any enclosed area be discovered in the field for which required ventilation has not been provided prior to application of finish materials. Provide minimum 16"x24" through wall access or 18"x24" through floor access per CRC, Section R408.4.

SECTION 7C -- INSULATION 1. Scope: Furnish and install thermal and sound insulation complete, including all Energy Compliance requirements OR Insulation requirements indicated in CF-IR forms to supersede all information given.

2. Installation: A. Thermal Insulation: Install batt insulations between joists, at all ceiling areas exposed to roof or attic areas including any vertical wall areas separating living spaces from attics between ceilings and roof -knee walls - and between studs at all exterior walls. Batt insulations shall be securely installed and tightly fitted without compressing the normal loft thickness. Provide insulation stops/baffles as required to prevent obstruction of vents.

B. Sound Insulation: Install batt insulations between studs, securely and tightly fitted at walls as indicated on drawings. Plumbing insulation: Fully insulate all stud and floor cavities containing waste lines from foundation C. Plumbing insulation: Fully insulate all stud and floor cavities containing waste lines from foundation to floor above.

D. Party Wall Insulation: 1. Install batt insulations per details and code requirements The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions.The materials shall be kept secure and protected from moisture.

3. Materials: A. Thermal Insulation: 1. See energy compliance report and section notes.

B. Blown Insulation: Uniformly distributed with minimum weight consistent with requirements and manufacturer's label.

C. Foam Insulation: Expansive types used to seal the exterior building envelope per energy Requirements must be compatible for use with adjacent materials (i.e., window frames) and installed so as not to interfere with installation of finish materials.

D. Plumbing insulation: Use R-13 batt insulation to fill stud or floor cavity.

E. Furnace Rooms: R-13 batts for sound control. Line cold air return plenum under furnace with black duct linen - adhesive applied.

F. Sound insulation when indicated on floor plan adjacent to living areas: Minimum R-13.

G. All insulation material shall have a flame spread rating not exceed 75 and a smoke density not to exceed 450.

H. Mineral Fiber Installation: 1. Install mineral fiber insulation at party walls per details and per code requirements.

SECTION 7D -- SELF ADHERED FLASHING MEMBRANE 1. Scope: A. Provide fully adhered S.A.F.M. (Self Adhered Flashing Membrane) as indicated in continuous pieces where possible and as required to make work completely waterproof using the highest standards of construction practice.

B. All general requirements as printed in the current W.R. Grace Waterproofing Products Manual are incorporated in these notes.

C. Provide self adhered flashing membranes as indicated in details and in areas which conform to standards of local construction practice, including any and all horizontal surfaces in order to meet applicable code requirements.

2. Standards and Installation: A. Install self adhered flashing membranes per manufacturer's installation recommendations, including preparation of all surfaces to receive materials, sealing of edges,sealing seams,formation of corners, protection of installed materials.

B. Any contractor or subcontractor shall confirm the existence of adequate slope for drainage prior to installation of self adhered flashing membrane materials.

3. Materials: A. Self adhered flashing membranes referred to in these Notes and in details refer to "Grace Ice & Water Shield", manufactured by W.R. Grace & Co.- Conn, Construction Products Division.

B. Use all primers and surface preparation materials recommended by manufacturer.

SECTION 7E -- SKYLIGHTS 1. Scope: A. Furnish and install skylights per manufacturers specifications where indicated in drawings.

B. Coordinate installation of skylights with Owner/Client Superintendent and other trades including but not limited to framing, sheet metal and roofing trades.

2. Materials: A. "Bristolite" low profile skylight, by Bristol Fiberlite Industries, I.C.C. No. ER-2469 or Owner/Client selected substitute. Size as indicated in drawings.

SECTION 8A -- FINISH HARDWARE 1. Scope: Furnish all finish hardware complete. Each living unit shall be keyed separately.

2. Type: As selected by Owner/Client.

3. Finish: As selected by Owner/Client.

SECTION 8B -- DOORS 1. Scope: A. Furnish and install all doors complete as indicated on plans. The General Contractor shall coordinate Door Supplier and Framing Contractor for installation of all doors.

B. Provide self adhered flashing membrane materials per details and Section 7D. 2. Standards and Installation:Per manufacturer's installation recommendations. Door assemblies shall meet or exceed a design wind pressure of 20 P.S.F. All exterior doors shall comply with mandatory infiltration standards. All exterior doors to be in conformance with acoustical requirements as indicated in acoustical report AND/OR See security requirements.

3. Measurements: Verify all dimensions by taking field measurements prior to installation.

4. Type & Size: As indicated in drawings.

5. Materials: as selected by Owner/Client.

A. Glass in Hazardous Areas: Provide tempered glass per section R308, CRC as indicated in drawings and as necessary. All glass in operable doors shall be tempered.

B. Louvered Doors: Size and material to match typical interior doors. Louvers provided at service rooms shall provide a minimum 100 sq. in. net opening for make up air in the door or by other approved means as required by CMC. C. Water heater/FAU Compartment Doors: Shall be weather-stripped to separate unconditioned spaces receiving combustion air from conditioned spaces.

D. Garage Door to Living Unit: Minimum 1-3/8" (verify with security requirements) thick, solid wood or 20minute fire rated, tight fitting door with self-latching and self-closing, R-3/U. CRC section R302.5.1 E. Meter Enclosure Door: enclosure doors shall be vented and/or provided with view plates as required by utility company.

F. Wood exterior out swinging doors shall be capped with painted corrosion resistant metal flashing to match door, be provided with self closer or Owner/Client selected substitute to prevent water intrusion into door edge.

G. Egress doors shall be readily openable from inside the dwelling without use of a key or special knowledge or effort per CRC R311.2.

SECTION 8C -- WOOD WINDOWS 1. Scope: A. Furnish and install all wood windows complete as indicated on plans. The General Contractor shall coordinate Window Supplier and Framing Contractor for installation of all windows.

B. Provide self adhered flashing membrane materials per details and Section 7D. 2. Standards and Installation: All work and materials shall meet the latest edition performance standards of the "National Wood Window and Door Association" - NWWDA. Installation per manufacturer's recommendations. Window assemblies shall meet or exceed a design wind pressure of 20 P.S.F. All joints and penetrations around windows and doors shall be caulked and sealed (non-hardening) per state energy requirements. Lapping and sealing of nailing fins to flashing material and lapping to building underlayment shall be in accordance with code minimums, manufacturer's literature, the California Association of Window Manufacturers or State Trade Association recommendations. Align bottom of headers at all adjacent windows and doors unless noted otherwise on framing plan. All windows to be in conformance with acoustical requirements as indicated in acoustical report AND/OR See security requirements.

3. Measurements: Verify all dimensions by taking field measurements prior to installation.

4. Materials: as selected by Owner/Client.

A. Glass in Hazardous Areas: Provide tempered glass per CRC section R308.4, and as indicated in drawings and as necessary.

5. Egress: Manufacturer/supplier shall provide windows that meet all emergency exiting requirements of the CRC R310.2 and notify Architect if drawings are in conflict prior to fabrication or delivery. Escape or rescue windows shall have a minimum net clear open able area of 5.7 square feet. The minimum net clear open able height dimension shall be 24 inches. The minimum net clear open able width dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have a finished sill height not more that 44 inches above the floor.

SECTION 8C -- ALUMINUM CLAD OR WOOD DOORS AND ALUMINUM CLAD WINDOWS 1. Scope: A. Furnish and install all Aluminum Clad windows complete as indicated on plans. The General Contractor shall coordinate Window Supplier and Framing Contractor for installation of all windows & doors.

B. Provide self adhered flashing membrane per details and Section 7D. 2. Standards and Installation: A. Per manufacturer's installation recommendations.

B. Window and door assemblies shall meet or exceed a design wind pressure of 20 P.S.F. C. All windows and doors shall comply with mandatory state infiltration standards.

D. All joints and penetrations around windows and doors caulked and sealed (non-hardening) per state energy requirements.

E. Lapping and sealing of nailing fins to flashing material and lapping to building underlayment shall be in accordance with code minimums, manufacturer's literature, the California Association of Window Manufacturers or State Trade Association recommendations.

F. Align bottom of headers at all adjacent windows and doors unless noted otherwise on framing plans.

G. All windows shall be in conformance with acoustical requirements as indicated in acoustical report AND/OR See security requirements.

H. Install non-corrosive barrier between materials subject to corrosion by adjacent materials.

I. Install threshold pan flashing with flashing fins fully integrated into adjacent walls, floors and decks.

ENVISAGE CONSTRUCTION

3. Measurements: Verify all dimensions by taking field measurements prior to installation.

4. Type & Sizes: As indicated on the drawings.

5. Materials: as selected by Owner/Client.

A. Glass in hazardous areas: Provide tempered glass per CRC section R308.4 requirements, and as indicated in drawings. Glazing in all operable doors shall be tempered.

B. Aluminum sliding doors: Complete with aluminum or vinyl screen; white finish, install with threshold (sill) pans.

C. Aluminum operable windows: Complete with aluminum or vinyl screen; white finish.

D. Aluminum fixed sash: Match open able windows..

6. Egress: Manufacturer/supplier shall provide windows that meet all emergency exiting requirements of the CRC section R310.2 and notify Architect if drawings are in conflict prior to fabrication or delivery. Escape or rescue windows shall have a minimum net clear open able area of 5.7 square feet. The minimum net clear open able height dimension shall be 20 inches. CRC section R310.2.1 When windows are provided as a means of escape or rescue, they shall have a finished sill height not more that 44 inches above the floor. CRC section R310.2.2

CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124

7. Flashing Material: See Section 6A SECTION 8D -- GLASS AND GLAZING 1. Scope: Furnish and install all glazing and mirrors other than factory glazed door and windows.

Glazing shall be done during finish work.

ENVISAGE CONSTRUCTION SIGNATURE

2. Standards: Calculations. Glazing at exterior openings shall bear a label certifying the corresponding "U" value And/OR See security requirements.

3. Materials: Glass and Glazing as per CRC section R308 and Energy Compliance A. Glass in hazardous areas: Provide tempered glass per CRC section R308.4 requirements, as indicated in drawings and as necessary. Glazing in all operable doors shall be tempered.

B. Fixed and Operable Windows: Single strength "B" or better. Dual glazed typical unless noted otherwise in energy calculations. Divided lites as shown on exterior elevations. All windows - clear glass, unless noted otherwise.

C. Doors: 3/16" thick tempered glass. Dual glazed typical. Divided lites as shown on exterior elevations.

D. Mirrors: 1/4" polished plate. See interior elevations for size.

E. Shower Enclosures: Approved tempered, shatter proof, obscure, (clear at models).

F. Obscure Glass: See plan for locations.

G. Mirrored wardrobe doors: Safety glass per CRC section R308.4 requirements.

H. Glass or Acrylic Block: Minimum 3" thick, sized as indicated on plans. Pattern to be wave/distorted or Owner/Client selected. Block to be factory set in manufactured window frame. Install flashing materials, reinforcing, expansion materials, grout/mortar and sealant as recommended by manufacturer. Manufacturer tested and labeled per rating requirements indicated in the drawings.

I. Caulking Compound: Gun applied non-hardening, non-mildewing.

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

SECTION 8E -- WEATHER-STRIPPING AND THRESHOLDS 1. Doors: All doors separating conditioned space from unconditioned space shall be fully weather-stripped with mortise-type as manufactured by "Pemko" or Owner/Client selected substitute.

2. Thresholds: Glass and Glazing as per section R308 of the C.R.C. and Energy Compliance A. Aluminum, bronze anodized, to meet all applicable disabled accessible route requirements where required.

B. Thresholds to be separated from direct contact with concrete as required to prevent corrosion.

C. Thresholds shall be set in corrosion resistant sill pans, caulked and sealed or otherwise installed to prevent water intrusion.

D. Provide self adhered flashing membrane materials per details and Section 7D. SECTION 8F -- GARAGE DOOR HARDWARE 1. Scope: Furnish and install all door hardware complete and operational. Doors shall be adjusted and counterbalanced for proper operation. See security requirements.

2. Materials: A. Provide: door hardware.

B. Doors to be operated by automatic garage door opener with 2 transmitters as selected by Owner/Client.

C. Lock: Center keyed lock with free spinning handle or as required by local security requirements.

D. Springs and containment devices: Shall be permanently labeled to indicate the maximum recommended stretch of springs.

SECTION 9A -- STUCCO 1. Scope: A. Furnish and install all plastering work complete, including grounds, screeds, expansion joints, casing,corner guards, etc.

B. Provide self adhered flashing membrane materials per details and Section 7D. C. Provide self adhered flashing membrane at all penetrations of stucco and water-resistive membrane D. Coordinate installation of stucco with Owner/Clients Superintendent and other trades.including but not limited to framing, sheet metal and concrete trades.

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

2. Standards: A. All work and materials shall meet the latest edition performance standards of the "Plastering Information Bureau" - PIB and the "Lathing and Plastering Contractor's Association" - LPCA. B. All work shall comply with CRC section R703.7 C. All work shall comply with the installation standards of the manufacturer of the plaster (insulation) products provided.

D. Application of waterproof barrier shall be the responsibility of Owner/Client based on the recommendations of the stucco manufacturing representative.

E. Provide self adhered flashing membrane materials per details and Section 7D. F. Slope of Substrate: If not noted on drawings, the minimum slope of substrate on which stucco may be applied is 1/4" per foot.

3. Materials - 1 Coat Exterior Plaster: A. Walls: 1/4" to 3/8" thick acrylic modified cement stucco impregnate with integral color with 1/2-inch alkali-resistant chopped fiberglass applied to corrosion resistant metal wire mesh over one-inch thick polystyrene over 1 layer 15 pound felt minimum, at walls, 1 layer self adhered flashing membrane at surfaces other than vertical on all exterior framed areas as indicated in drawings Paint at accent only.

B. Corners: All outside corners to be reinforced with bullnosed corner guards OR with 90 degree C. Provide self adhered flashing membrane at all penetrations of stucco and water-resistive membrane right angle corner guards.

D. Decorative corrosion resistant metal channel screeds: As indicated on plans and as detailed.

E. Finish: As selected by Architect. Provide Architect with minimum 24"x24" field applied sample prior to field application on units. Color as selected by Architect, refer to color schedule.

F. Exposed Concrete Foundation: Finish color coat all exposed surfaces.

G. Thermal Barrier: Shall be provided between the interior of the building and foam/plastic insulation as required by CRC R316.4 H. Drip Screeds: Install corrosion resistant metal drip screeds at underside of all stucco soffits and recesses.

3. Materials - 3 Coat Exterior Plaster: A. Walls: Minimum 7/8" thick, three coat application with integral color coat (paint at accents only) over 1-1/4" corrosion resistant metal wire mesh over 1 layer 15 pound felt minimum, at walls, 1 layer self adhered flashing membrane at surfaces other than vertical.

B. Soffits: Use hi-rib lath as recommended by stucco manufacturer.

C. Corrosion resistant metal base screed at foundation as detailed.

D. Corners: All outside corners to be reinforced with bullnosed corner guards as selected by Owner/Client.

E. Expansion Joints: Install expansion/weep joints as recommended by Stucco Contractor.Architect to be notified of locations prior to installation.

F. Decorative corrosion resistant metal channel screeds: As indicated on plans and as detailed.

G. Finish: As selected by Architect. Provide Architect with minimum 24"x24" field applied sample prior to field application on units. Color as selected by Architect, refer to color schedule.

H. Drip Screeds: Install corrosion resistant metal drip screeds at underside of all stucco soffits and recesses.

I. Exposed Concrete Foundation: Finish color coat all exposed surfaces.

GENERAL NOTES

PROJECT NO SHEET

A-2.03

SECTION 15A -- PLUMBING (CONT.) SECTION 10A -- BUILDER SPECIALTIES SECTION 9B -- GYPSUM WALLBOARD & CEILING BOARD 1. Scope: A. Furnish and install all gypsum wallboard work complete. Verify all specialty materials,nailing and installation sequencing at sound/fire assemblies and structural shear walls prior to commencing work.

B. Coordinate installation of gypsum wallboard with Owner/Clients Superintendent and other trades including but not limited to framing and insulation trades.

2. Standards: A. All work and materials shall meet the latest edition performance standards of the "Gypsum Association" - GA, "Recommended Specifications for the Application and Finishing of Gypsum Wallboard."

B. All work shall comply with CRC section R702.3 3. Workmanship: A. All joints in finished surfaces shall be taped and finished with joint cement. Reinforce all corners.

B. Provide metal trim at all exposed edges and external corners.

C. Metal trim shall be tight to wallboard edges, plumb, level, and true to plane, securely attached.

D. Conceal exposed nail or screw heads with joint compound.

E. Protect all exposed wood beams, post, railings etc.

F. All gypsum wallboard at tubs/shower enclosures to be installed in such a manner that there are no surfaces out of alignment with adjacent surfaces and the true plane of the wall is maintained.

G. The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions. The materials shall be kept secure and protected from moisture.

4. Finishes: A. Refer to section 10A for finish schedule.

5. Materials: A. Gypsum Wallboard and Ceiling Board: 1/2" thick throughout unless noted otherwise.

B. Gypsum Wallboard and Ceiling Board: 5/8" thick, fire rated "X" with taped joints at fire/sound rated walls as detailed and at other walls and ceiling where noted on drawings. Provide multiple layers as detailed, with nails sized accordingly. See sheet G-2 for additional notes.

C. Gypsum Wallboard and Ceiling Board: 5/8" thick, fire rated "X" with taped joints at enclosed usable area below stairs.

D. At ceilings: Provide 5/8" gypsum wallboard when framing spacing exceeds 16" O.C. E. Moisture Resistant Wallboard and Ceiling Board: Use in wet areas as recommended by Gypsum board manufacturer. See Section 10A, Note 2 for additional notes.

F. Exterior Use: Exterior grade, fire rated, gypsum sheathing, for areas subject to moisture at fire assemblies as detailed.

G. Metal corner bead, casing and trim - galvanized and nailed.

(1) L-shaped trim at exposed edges typical.

(2) Corner bead at external corners as selected by Owner/Client.

H. Resilient channels: Provide at fire/sound rated floor/ceiling assemblies as detailed.

I. Tape and Compound: As recommended by Gypsum Board Manufacturer for use specified.

J. Nailing: Per CRC R702.3, also see drawings for special nailing requirements at shear walls and fire/sound rated assemblies. The Contractor, at his option, may use wallboard screws in lieu of nails as allowed by the rated assembly and local code requirement. The Contractor shall make changes to nailing and size when necessary due to different substrate materials.

SECTION 9C -- RESILIENT FLOORING 1. Scope: A. Furnish and install all resilient flooring material complete as scheduled.

B. General Contractor of Owner/Client shall coordinate Flooring Subcontractor with Framing and Concrete Contractors to insure compatibility of adhesives and sub floor surface texture, materials and preparation.

2. Installation: A. Sub floors shall be clean, free of dust and perfectly dry, level and smooth.

B. Surfaces shall be primed as recommended by the manufacturer.

C. Materials shall be applied in accordance with the manufacturer's instructions.

D. Coved edges at wall.

3. Materials: Glass and Glazing as per CRC section R308 and Energy Compliance A. Vinyl Sheeting: As selected by Owner/Client.

B. Adhesives: As recommended by the manufacturer of the floor covering.

C. Refer to section 10A for finish schedule.

SECTION 9D -- TILE 1. Scope: Furnish and install tile, grout, mastic, mortar, sealer etc. complete. Work shall be clean, plumb, level, except at areas intended to drain, true to line with consistent joints.

2. Standards: All work and materials shall meet the latest edition performance standards of the "Tile Council of America" - TCA. 3. Installation: A. Tile on floor, slab or wood framed shall be installed per the Tile Council of America standards.

B. Install mud set tile at counters, tubs and showers per the Tile Council of America standards.

C. Provide waterproof membrane beneath tile over water resistant backing board as recommended by manufacturer and Ceramic Tile Institute and Tile Council of America standards at all areas subject to moisture and water "i.e., tubs/showers" minimum 72" above drain.

D. Provide positive slope at tile seats within showers and at floor towards floor drain.

E. Refer to Section 10A for finish schedule.

4. Materials: A. Tile and grout as selected by Owner/Client.

B. Refer to Section 10A for finish schedule.

SECTION 9E -- PAINTING AND FINISHING 1. Scope: A. Provide painting work as indicated and specified, complete including preparation of surfaces other than those that are factory primed.

B. All painting to be in accordance with the paint handbook.

2. Workmanship: A. Each coat shall be uniformly applied, well brushed out and free of brush marks, runs, sags or skips.

B. Paint finishes shall be cut sharply to line. Protect adjacent surfaces.

C. Mix and apply paint and stains in accordance with the manufacturer's instructions.

D. Hardware shall be masked or removed prior to painting or staining.

E. Subcontractor will be responsible for any damage resulting from over-spray, and for all necessary clean-up.

F. Semi-gloss paint to be roller or brush applied.

3. Preparation of Surfaces: A. Surfaces shall be clean and dry, and in suitable condition for finish specified. Remove all oil, grease, bond breaking agents, dust, mill scale and efflorescence.

B. Cracks, holes, and knots shall be filled, sanded smooth, and sealed. Wood surfaces, except resawn wood , shall be sanded perfectly smooth. Sanding dust shall be completely removed.

C. Trim and other finish work shall be back-painted prior to installation, to minimize inconsistent shrinkage.

4. Materials: A. Submit list of materials and manufacturers for Owner/Client and Architects review.

B. All materials shall be delivered to the site in sealed original manufacturer's containers.

C. Stain shall be manufactured by "Olympic Stain" or a Owner/Client selected substitute.

D. Paint as selected by Owner/Client.

5. Colors: To be selected by the Architect, refer to color schedule.

6. Exterior Painting and Staining: A. Exterior exposed concrete and masonry: Two coats masonry paint.

B. Exterior wood, including siding, garage doors, railings, fascia, exposed beams, all trim, etc.: two coats.

C. Exposed metal, including vent pipes, exhaust vents, heating and air conditioning units, grills, etc.: two coats of paint over one coat of primer. Color to match adjacent surfaces.

D. All exposed edges of trim to be same color as face.

E. No thinning of material shall be acceptable.

F. Subcontractor shall seal all six sides of all doors.

G. Stucco accents per Architect's color schedule.

H. The number of coats noted above shall be considered minimum. Apply additional coats if required to provide full and even coverage throughout.

I. Fully seal and prime all cut ends of wood members in contact with other wood members.

7. Interior Painting and Finishing: A. Ceilings and Walls: (1) Kitchens, nooks, bathrooms and interior service rooms: One coat sealer and one coat semi-gloss enamel, unless noted otherwise.

(2) All other rooms: One coat sealer and one coat flat paint, unless noted otherwise.

B. Wardrobes/Closets: Finish as specified for adjoining room, except shelving.

C. Doors, frames, wood base, shelf cleats: One coat primer, one coat semi-gloss enamel.

D. Stain grade cabinets: One coat sanding sealer, one coat stain, two coats lacquer.

E. Stain grade wood hand railings, wood caps etc.: One coat sanding sealer, one coat stain, two coats lacquer.

F. Paint grade cabinets, railings, wood caps etc.: One coat sealer and one coat semi-gloss enamel.

G. Metal surfaces: Prime and paint same as adjacent surfaces.

H. Luminous ceiling recesses are to be painted with one(1) coat sealer and one(1) coat white enamel high gloss.

I. All exposed interior wood beams to be painted to match ceiling or solid stain per Owner/Client.

J. Refer to Section 10A for finish schedule.

K. The number of coats noted above shall be considered minimum. Apply additional coats if required to provide full and even coverage throughout.

1. Scope: Furnish and install complete in working order the items indicated on the drawings and as specified herein. The General Contractor to verify compatibility of all adjacent finish materials with all selected fixtures and appliances. All fixtures and appliances to be CEC Certified.

2. Bath & Plumbing Accessories: as selected by Owner/Client.

A. Water Closet: 1.28 gal; Shower Head: 2.0 gal; Faucets: 1.5 gal. (1.8 kit). As selected by Owner.

B. Tub/Shower Combination: As selected by Owner/Client, tub/shower with tempered, shatter proof glass enclosure, minimum 72" high above drain, walls to height indicated on interior elevations, minimum 72" high above drain.

C. Tub: As selected by Owner/Client with tempered, shatterproof glass enclosure, minimum 72" high above drain to height indicated on interior elevations.

D. Shower Enclosure: As selected by Owner/Client. Size as indicated on drawings with tempered, shatter proof glass enclosure: Walls to height indicated on interior elevations, minimum 72" above drain. Frame as selected by Owner/Client, minimum 72" high above drain.

E. Medicine Cabinets: Mirrored door, recess mounted, top at + 72".

F. Water Heater: As selected by Owner/Client with pressure/temperature relief valve piped to exterior of building, with insulation blanket with pan and drain line to outside. Install on minimum 18" high stable platform at garage. Refer to Section 15A for additional installation requirements.

G. Water Heater: As selected by Owner/Client with pressure/temperature relief valve piped to exterior of building, with insulation blanket with pan and drain line to outside. Install on minimum 18" high stable platform at garage. The minimum capacity for water heaters shall be in accordance with the first hour rating listed in CPC. Refer to Section 15A for additional information.

3. Kitchen Fixtures and Appliances: As selected by Owner/Client.

4. Finish Hardware: As selected by Owner/Client.

5. House Numbers: As selected by Owner/Client. Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall be a minimum of 4 inches high with a minimum stroke width of 1 2 inch. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign of means shall be used to identify the structure. CRC section R319 6. Mailboxex: As Selected by Owner/ Client.

7. Fireplaces: As selected by Owner/Client. Elevation and size as detailed by Architect, see drawings.

Prefabricated metal firebox by (Lennox) (Temco) (Heatilator) (Heat-N-Glo) (Majestic) with I.C.C. approved spark arrester. Spark arrester shall be of nonflammable material, 12-gauge minimum welded or woven wire mesh or cast iron plate, 3/16" minimum thickness with maximum 1/2" openings or other material approved by Fire Marshall which arrests burning carbon and sparks. Arrester shall be visible for the purposes of maintenance and inspection. Decorative chimney cap shroud shall be fireplace manufacturer and I.C.C. approved. Installation and clearance to combustible materials, per manufacturer's requirements. Refer to MF-1 listing for energy requirements.

Decorative Gas Appliances: Shall meet all applicable requirements for gas appliances as required by the CMC. Elevation and size as detailed by Architect, see drawings. Manufactured decorative gas appliance by (Lennox) (Temco) (Heatilator) (Heat-N-Glo) (Majestic) shall be U.L. approved. Clearance to combustible materials, installation and vent/flue termination shall be per manufacturer's requirements. Installation and inspection shall be by a certified gas hearth appliance specialist.

ROOM GARAGE SERVICE DRESS/WARD SEC. BED M. BED HALLS MORNING RM. NOOK DINING STUDY/LIB. DEN GREAT ROOM FAM. ROOM LIVING POWDER SEC. BATH TOILET COMP. M. BATH KITCHEN ENTRY

WALL TEXTURE

CONCRETE VS HARDWOOD HARDWOOD HARDWOOD HARDWOOD CT CT HARDWOOD HARDWOOD HARDWOOD HARDWOOD HARDWOOD HARDWOOD CT CT CT CT CT CT

AS SELECTED

BY OWNER/ CLIENT

TAPED

SECTION 15B -- FIRE SPRINKLERS 1. Scope: Scope: Not required in accordance with Code Section 903.2.5 & 420 and 1207 b.

Per Section 420.2 and 420.3 1 Hour Dwelling separation between floor/ceiling assemblies per section; Gypsum Wallboard and Ceiling Board: 5/8 thick, fire rated “X” with taped joints at fire/sound rated walls, between floor/ceiling assemblies where noted on drawing. Provide multiple layers as detailed with nails sized accordingly. Gypsum Wallboard and Ceiling Board: 5/8 thick, fire rated “X” with taped joints, between floor/garage ceiling assemblies where noted on drawing. Provide multiple layers as detailed with nails sized accordingly. Gypsum Wallboard and Ceiling Board: 5/8 thick, fire rated “X” with taped joints at enclosed useable area below stairs. c.

Per Section 1207.7 and 1207.8 walls and floors separating unit to the garage and the roof deck shall have sound resilient rating or STC=50 and ICC=50Delete Materials and Standard 2. Materials and Standard: A. System shall meet all requirements as required by city/county Fire Marshall and/or governing agencies.

B. Sprinkler heads shall be concealed type with the head and cover plate finish the same as adjacent surfaces.

2. Sprinkler Plans: Shall be drawn and submitted to the Building Department and Fire Department for approval. Submit one (1) set of plans to Architect for review for conformance with the visual design concept prior to commencing work.

SECTION 15C -- HEATING AND AIR CONDITIONING

8. Finish Schedule: As selected by Owner/Client FLOOR MATERIAL

3. Materials: A. Corrosive properties of soil: Follow all recommendations in the final Soils Report for all materials placed within or in proximity of soil as necessary.

B. Waste and soil pipe: Service weight, cast iron no-hub at first floor of a two-story unit; A.B.S. Provide with A.B.S. solvent all other areas.

C. Vitrified clay pipe: First grade, salt glazed; conform with A.S.T.M. C13; outside and within 5'-0" of building.

D. Cleanouts: Accorn or Owner/Client selected substitute.

E. Domestic water piping: Type "L" or "K" copper tubing below grade and slab - verify with soil compatibility; all other copper tubing shall be Type "M". Fittings - wrought copper or cast bronze. Use no-lead solder, OR, Polyethlene and CPVC piping and tubing accessories for hot and cold water.

F. Dielectric isolators: Epca Type "FX", "FB" or "GX" dielectric unions.

G. Vent piping: ABS D266l-68.

H. Valves, stops, clocks: Anti-scalding shower and tub valves are required per U.P.C. Chicago or Owner/Client selected substitute.

I. Roof flashing: See Section 7B. J. Fixtures and Fittings: See Section 10A. K. Provide recessed faucet box at washer. Provide pan and drain line to outside at wood floor installations.

L. Drains: Sized as required. Provide overflows as indicated on drawings and as necessary.

M. Air Chambers at each end of headers, shall be 36-inches long, one pipe size larger than header.

Individual chambers shall be 18 inches long, one pipe size larger than branch to fixture.

N. Water heaters shall conform to energy regulations and shall be CEC listed.

4. Calculations and Drawings: Contractor to supply and submit to the Building Department load calculations and drawings for approval prior to commencing work. Submit 1 set to the Architect for review for conformance with the visual design concept prior to commencing work.

5. Meters: Verify all requirements with governing utility company.

WALL PAINT FLAT SG SG SG SG FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT SG

CEILING TEXTURE AS SELECTED

BY OWNER/ CLIENT

TAPED

CEILING PAINT FLAT SG SG SG SG FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT FLAT SG

SECTION 15A -- PLUMBING 1. Scope: A. Supply all labor, transportation, materials, etc., for installation of complete plumbing system to operate according to the best practices of the trade and including but not limited to: fixtures, hot land cold water piping, exhaust flues, combustion air, gas piping, log lighters, drains, soil and vent piping, hot water heaters, pipe insulation, meters, valves, vaults, etc. All materials, work, etc., to comply with all requirements of all legally constituted public authorities having jurisdiction including trenching and backfilling. Verify all material and installation requirements and limitations at fire and sound assemblies.

B. Provide self adhered flashing membrane materials per details and Section 7D. C. Provide self adhered flashing membrane materials at all penetrations of the water-resistive membrane at exterior walls.

D. Protect pipes from freezing. Place all water lines and waste lines within " conditioned" space and where approved thermal insulation is between "line" and unheated area 2. Installation: A. Roughing-in shall be completed, tested and inspected as required by code before closing-in with other work.

B. Openings in pipes, drains, and fittings shall be kept covered during construction.

C. Provide solid backing for securing fixtures. All fixtures to be set level.

D. Provide cleanouts at ends of all lines and where required by codes.

E. Copper tubing shall be fully sweated to fittings.

F. Black iron and galvanized steel pipe joints shall be made with approved pipe thread compound.

G. Provide shut-off valves at each fixture.

H. Provide condensate line at each FAU (Forced Air Unit) location. Provide primary & secondary condensate line to an approved drainage receptacle at attic FAU (Forced Air Unit) locations.

I. Provide cold water line to refrigerator space in recessed box or in cabinet immediately adjacent to refrigerator space.

J. Isolate all piping from structure with fiber padding and at all penetrations with elastic caulking or sound isolators.

K. All vents to lead to outside air, where possible, locate all roof vents to rear side or ridges.Vents to terminate a minimum of 3'-0" from windows.

L. All horizontal A.B.S. piping shall be hung with approved hangers at 4'-0" on center minimum and spaced to permit expansion and contraction without hitting adjoining pipe. Vertical piping shall be supported at 8'-0" on center with wrought steel "U" straps securely fastened to building frame.

M. Provide air chambers at lavatory, dishwasher and clothes washer water connections. Set vertically as close to fixture as possible.

N. Provide 3/4" tee for irrigation at main shut-off.

O. Provide water heater seismic restraints. Strapping shall be at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" shall be maintained above the controls with the strapping as required by the C.P.C. in seismic zones 3 and 4 only. (See detail 1/G-6.)

P. Provide water heater with pressure/temperature relief valve and pan and drain line piped to the exterior of the buildings. At garage installation water heater shall be on a minimum 18" high stable platform.

Q. Fuel burning equipment located in garages and subject to mechanical damage from the normal vehicular path shall be protected as indicated in drawings and as required by the CPC. Water heater shall be suitably guarded against such damage by being installed behind adequate barriers or by being elevated or located out of the normal path of a vehicle using any such garage.

R. No alterations to the structural frame, diaphragms, connections or shear panels shall be made which would compromise the designed structural integrity of such elements without prior written approval from the Structural Engineer.

S. All penetrations of fire assemblies shall meet the requirements of CRC R302.4. Provide self adhered flashing membrane materials at all penetrations of the water-resistive barrier of exterior walls.

T. Provide non-removable backflow device on all exterior hose bibs. Per CPC U. A 12" minimum access panel to bathtub trap connection is required. Per CPC V. Hot mop shower pan shall be inspected upon completion of hot mopping and shall be filled with water for inspection.

W. Provide pressure regulator for water service where pressure exceeds 80 psi. Per CPC Plans show gas piping sizing based upon BTU demand on the plans.

1. Scope: A. Supply all labor, transportation, materials, etc., for installation of a complete radiant/hydronic heating system in the floor to operate according to the best practices of the trade including, but not limited to: mechanical units, ducts, registers, catwalks, grilles, boots, vent pipes, dampers, combustion air, fans All materials work etc., to comply with all requirements of all legally constituted public authorities having jurisdiction including all county and state ordinances. Furnish and install all equipment complete and operable. Verify all material and installation requirements and limitations at fire and sound assemblies.

B. Provide self adhered flashing membrane at all penetrations of the water-resistive membrane at exterior walls. Verify that "attic" trusses provide required clearances for horizontal FAUs. 2. Installation: A. Radiant/Hydronic Heat to be install in accordance with manufacturer standards of installation B. All work to be in conformance with acoustical requirements as noted in acoustical report. An attic furnace shall comply with the CMC and the following: (See detail 2/G-6 and 3/G-6.)

2. Provide minimum 30"x30" attic access opening with fully weather-stripped door and passageway continuous to the furnace and its controls. A 22" x 30" access opening fully weather-stripped door may be used provided the largest piece of equipment can be removed through the opening.

3. Provide an unobstructed continuous solid floor passageway not less than 24" wide not to exceed 20' from the attic access opening to the furnace.

4. Provide a level working platform 30" deep in front of the entire firebox side of the furnace and to all serviceable controls, filters etc.

5. Provide a permanent electric outlet and switched light fixture.

D. No alterations to the structural frame, diaphragms, connections or shear panels shall be made which would compromise the designed structural integrity of such elements without prior written approval from the Structural Engineer.

E. Fuel burning equipment located in garages and subject to mechanical damage from the normal vehicular path shall be protected as indicated in drawings and as required by CMC. F. Provide high and low combustion air in accordance with manufacturer's requirements and the CMC. One opening shall be located within the upper 12 inches of the enclosure and one opening shall One opening shall be located within the upper 12 inches of the enclosure and one opening shall be within the lower 12 inches of the enclosure.

G. All penetrations of fire assemblies shall meet the requirements of the C.R.C. R302 and Section 7D. H. Provide self adhered flashing membrane materials at all penetrations of the water-resistive membrane at exterior walls.

I. All HVAC equipment shall be approved prior to installation per nationally recognized standards and evidenced by listing and label of an approved agency. Per CMC. J. Combustion air from outside shall be supplied to all fuel burning appliances per CMC. K. All fixed appliances are required to be securely fastened in place. Provide seismic bracing or anchor unit to platform.

L. Pad supporting condenser or compressor from ground must not be less than 3" above grade CMC. M. The General Contractor and Subcontractors shall be responsible for storing the materials on the site according to material suppliers' or manufacturers' instructions. The materials shall be kept secure and protected from moisture.

N. Louvered Doors: Size and material to match typical interior doors. Louvers provided at service rooms shall provide a minimum 100 sq. in. net opening for make up air in the door.

3. Materials: A. Ducts:construct and installed per manufactures' standards B. Dampers: Provide approved automatic fire dampers or minimum 26 gauge corrosion resistant metal material with seated edges at all ductwork penetrating fire rated walls, floors or ceilings as required and allowed by the CMC. All fan systems exhausting air from the building envelope to the outside shall be provided with back draft dampers.

4. Calculations and Drawings: Contractor to supply and submit to the Building Department, calculations and drawings for approval.

Submit 1 set to the Architect for review for conformance with the visual design concept prior to commencing work. Equipment shall comply with state energy requirements for efficiency. Duct work "R" value shall also comply with state energy requirements.

SECTION 16A -- ELECTRICAL 1. Scope: A. Supply all labor, transportation, materials, etc., for installation of complete electrical system to operate according to the best practices of the trade and including but not limited to: Fixtures, appliances, wiring, switches, outlets, television jacks, services, grounds, temporary power, junction boxes, conduit, sub-panels, etc. All work, materials, etc., to comply with all requirements of all legally constituted authorities having jurisdiction including all County and State ordinances. Furnish and install electrical work complete and operable. Verify all material and installation requirements and limitations at fire and sound assemblies.

B. Provide self adhered flashing membrane materials at all penetrations of the water-resistive membrane at exterior walls.

2. Standards A. Electrical services: Underground.

B. Work and equipment shall be in accordance with the best practices of the trade and conform to all local governing agencies.

C. Materials and equipment shall be U.L. approved.

D. Corrosive properties of soil: Follow all recommendations in the final Soils Report for all materials placed within or in proximity of soil as necessary.

E. Should a conflict arise between this specification, the drawings or another electrical specification issued as a part of these documents, the more stringent shall prevail.

F. All light fixtures required to be high efficacy - JA8-2016 and CA Energy Code 150(k) compliant G. All light fixtures shall be controlled by Vacancy Sensors or Dimmers unless they're located within a closet with less than 70 square feet or a hallway.

H. At least one vacancy sensor controlled light required at bathrooms, garages, laundry and utility rooms.

I. Solar Zone: The solar zone area shall be min. 80 sq. ft. each for buildings with roof area less than or equal to 10,000 sq. ft. or min 160 sq. ft. each for buildings with roof area greater than 10, 000 sq. ft., with min. dimension no less than 5 feet. CA Energy Code 110.10 For Single Family Residences, the solar zone shall be located on the roof or overhang of the building and have min. total area of 250 sq. ft. Section 110.10 Building Energy Efficiency Standards 2016.

J. AFCI required at Laundry and Kitchens in addition to previously required rooms. (Essentially all rooms except for bathrooms, garage and exterior) Note: Outlet receptacles, lights and smoke alarms are to be on AFCI circuit breakers.

K. All outdoor lighting must be high efficacy. For single family homes, lighting mounted to any building on the lot shall be controlled by one of the following combinations: 1.1. Photocell and motion sensor 1.2. Photocell and time switch 1.3. Astronomical time clock 1.4. EMCS with features of astronomical time clock.

L. Low-rise, Multifamily buildings, outdoor lighting for private patios, balconies, entrances and porches shall meet with the above requirements or comply with the applicable non-residential standards.

M. Smaller parking areas and carports may comply with either the residential or nonresidential standards.

N. Carports, parking garages and parking lots with eight or more spaces must comply with the nonresidential standards.

3. Installation: Verify all dimensions by taking field measurements prior to installation.

A. Provide separate circuits each for dishwasher, garbage disposal, refrigerator, washer, dryer, FAU and microwave oven.

B. Switched outlets shall be 1/2 hot.

C. Bathroom and Service Room fans: Where permitted by code, switch fans separately from light.

Provide exhaust fans at areas with tubs, showers and laundries and at areas with lavatories and toilets where natural ventilation does not occur. CRC section R303.3.1.

Each bathroom containing a bathtub, shower or tub/shower combination shall be mechanically ventilated per CRC section R303.3.1.

D. All fixtures, outlets, receptacles etc., penetrating fire assemblies shall be rated and installed to meet the requirements of the CRC section R302. Outlet boxes on opposite sides of fire assembly walls shall be separated by a horizontal distance of at least 24" where the wall and partition is constructed with individual non-communicating stud cavities; or by a horizontal distance not less than the depth of the cavity wall when the wall cavity is filled with cellulose loose-fill, rockwool or slag mineral wool insulation; or by solid fire blocking in accordance with CRC Section R302.11; or protecting both boxes with listed putty pads; or by other listed materials and methods.

E. All equipment installed outdoors and exposed to weather shall be weatherproof.

F. All 120-volt, single phase, 15 and 20 ampere branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens bedrooms, sun rooms, recreation rooms, closets, hallways or similar rooms or areas shall be protected by a listed arc-fault circuit interrupter, combination type, installed to provide protection of the branch circuit.

G. Provide stub out for house numbers if local code requires illumination.

H. Kitchen and bathroom lighting shall be in accordance with energy mandatory requirements.

I. Each conductor of every system shall be permanently tagged in compliance with O.S.H.A. J. All conduit shall be installed concealed where physically possible. All exposed conduit shall be intermediate metal conduit or E.M.T. and installed parallel to or at right angles with the building walls.

If viewed by the public, paint to match surface to which it is attached.

K. The complete electrical system shall be grounded in accordance with the requirements of the CEC. Verify Ufer ground requirements with electrical engineer and electrical specifications.

L. Penetrations to fire-rated materials shall be restored to equal rating as required by local enforcing agency. All electrical system conductors shall be installed in approved raceways.

M. Use only competent and skilled personnel and perform all work, including aesthetic as well as electrical and mechanical aspects to standards consistent with the best practices of the trade.

N. All conduit only installations shall have a pull wire or rope.

O. No alterations to the structural frame, diaphragms, connections or shear panels shall be made which would compromise the designed structural integrity of without prior such elements written approval from the Structural Engineer.

P. Provide self adhered flashing membrane materials at all penetrations of the water-resistive membrane at exterior walls.

Q. Exposed non-metalic sheathed cable 4. Installation Heights : All heights given are to bottom of fixture or outlet.

Heights to meet all applicable disabled/accessibility requirements.

A. Exterior light fixtures to be +72" from finish floor - unless noted otherwise.

B. Typical wall outlets to be +12" from finish floor.

C. Typical wall switches to be +36" from finish floor.

D. Above-counter outlets at kitchen to be +44" from finish floor.

E. Above-counter outlets at bath to be +38" from finish floor.

F. Wall outlet for range hood to be +78" from finish floor.

G. Smoke detectors located per manufacturers requirements.

H. Door chimes located within 12" of ceiling.

I. Push buttons to be +36" from finish floor.

J. Above-counter outlets at linen or other miscellaneous counters to be +44" from finish floor.

K. Outlets at service areas to be +48" from finish floor.

L. Thermostats to be at +60" from finish floor.

M. Wall outlet for microwave/range hood to be +78" from finish floor, when they occur.

N. Light bars in bathrooms to be +84" from finish floor, when they occur.

O. Step lights to be +6" above skirt board, when they occur.

P. Refer to Landscape drawings for all common area walls and exterior lighting surrounding.

5. Verify and Locate: All outlets prior to installation of gypsum wallboard. Locate all switches and fixtures from finished floor per electrical plans and notes.

Materials: A. Switches: Silent type.

B. Interior outlets: Duplex type, 15A, 125 volt.

C. Exterior outlets: Single weatherproof type, G.F.C.I. D. Outlets and pull boxes: Galvanized E. Panel boxes: Circuit breaker type, recessed flush mounted, galvanized and prime coated with latch.

Provide typewritten card identifying circuits.

F. Conduit, cable, wire: Per CEC. G. Refer to sheet G-1 for Electrical/ Utility Symbols and Notes H. Refer and verify all fixture types with Electrical and Energy Calculations.

I. All 125-volt single phase receptacles installed in bathroom, garage, basement, outdoors, kitchen counters and wet bar sinks shall be G.F.C.I. J. For a one family dwelling and each unit of a two-family dwelling that is at grade level, at least one receptacle outlet accessible at grade level and not more than 6 feet, 6 inches (1.98m.) above grade shall be installed at front and back of the dwelling per CEC. 7. House Service: Size per requirements, Min. 200A 1" dia., 3 wire service.

8. Colors and Design: A. Switch plates, covers, etc.: As selected by Owner/Client.

B. Fixtures: As selected by Owner/Client.

9. Fire Warning System: Smoke detectors and alarm system shall be hardwired with battery back-up and low battery signal, installed per CRC section R314. Detectors shall be placed in corridors, adjacent rooms and sleeping rooms - per manufacturer's recommendations. Detectors shall be placed in close proximity to stairway when bedrooms are located on upper floor. All detectors shall be interconnected to sound a simultaneous alarm audible in all sleeping areas of the dwelling unit.

10. Carbon Monoxide Warning System: Carbon monoxide alarms shall be installed in dwelling units within which fuel-burning appliances are installed and in dwelling units that have attached garages. Alarms shall be hard wired with battery back-up and interconnected in a manner that activation of one alarm shall activate all of the alarms in the unit. Alarms shall be placed outside of each separate sleeping area in the immediate vicinity of the bedroom(s) and on every level of the dwelling unit including basements. Multi-purpose alarms for both Carbon monoxide and smoke shall comply with CRC section R314.5 and R315, all applicable standards and requirements for listing and approval by the Office of the State Fire Marshal, for smoke alarms.

11. Meters: Verify all requirements with governing agency utility company.

12. Electrical Plans and Calculations: Shall be drawn and submitted by the Electrical Engineer to the Building Department for approval. Submit one (l) set to the Architect for review for conformance with the visual design concept. Electrical Engineer shall coordinate his drawings with the Architects.

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021 837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

GENERAL NOTES

PROJECT NO SHEET

A-2.04

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 438 29th Street 04 City San Francisco 06 Zip Code 94131 08 Climate Zone CZ3 10 Building Type Single Family 12 Project Scope Addition and/or Alteration 14 Total Cond. Floor Area (ft2) 3438 16 Slab Area (ft2) 609 18 Addition Cond. Floor Area (ft2) 2262 20 Addition Slab Area (ft2) 609

Page 1 of 8

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

05 Standards Version Compliance 2017 07 Compliance Manager Version BEMCmpMgr 2016.3.1 (1149) 09 Software Version EnergyPro 7.2 11 Front Orientation (deg/Cardinal) 180 13 Number of Dwelling Units 1 15 Number of Zones 4 17 Number of Stories 3 19 Natural Gas Available Yes 21 Glazing Percentage (%) 28.2%

01 Project Name

07 Compliance Margin 7.07 - 3.06 0.00 0.46 0.00 4.47

03 Number of Dwelling Units

3438

04 Number of Bedrooms

1

O5 Number of Zones

3

06 Number of Ventilation Cooling Systems

4

01

01

08 Percent Improvement 26.8% -566.7% 0.0% 7.3% ---13.1%

270 0 90 135

Left Back Right 315

220.5 247.5 19.8 24.3

0 0 0 0

90 90 90 90

n/a n/a n/a n/a

Page 4 of 8

Existing Existing Existing Existing

No No No No

02

03

04

02

Name

Zone

Roof

03

04

Type

05

Orientation

06

07

08

09

10

11

609 222 1176

Third Floor Conditioned HVAC System1

1431

Area Skylight Roof Rise Roof Roof CoolRoof Status Verified Existing (ft2) AREA(ft2) (x in 12) Reflectance Emittance Condition 1431

70.5

0.25

0.1

0.85

No

New

n/a

Roof2 _garage_ R-30 Roof Front

1431

70.5

0.25

0.1

0.85

No

New

n/a

Cathedral

02 03 04 05 06 Surface (Orientation-Azimuth) Width (ft) Height (ft) Multiplier Area (ft2)

07

08

09

10

11

Exterior Shading

Status

Window

South Wall (Front-180)

----

----

1

155.2

0.34

0.45

Insect Screen (default)

New

Verified Existing Condition n/a

Window 2

West Wall (left-270)

----

----

1

18.5

0.34

0.45

Insect Screen (default)

New

n/a

name

U-factor

SHGC

Window 3

North Wall2 (back-0)

----

----

1

141.0

0.34

0.45

Insect Screen (default)

New

n/a

Window 4

East Wall2 (Right-90)

----

----

1

208.8

0.34

0.45

Insect Screen (default)

New

n/a

Window (new)

South Wall2 (Front-180)

----

----

1

66.6

0.34

0.45

Insect Screen (default)

New

n/a

Window 5

South Wall3 (Front-180)

----

----

1

92.4

0.34

0.45

Insect Screen (default)

New

n/a

Window 6

West Wall3 (Left-270)

----

----

1

26.1

0.34

0.45

Insect Screen (default)

New

n/a

Window 7

North Wall3 Back -0)

----

----

1

132.0

0.34

0.45

Insect Screen (default)

New

n/a

Window 8

East Wall4 (Right-90)

----

----

1

60.0

0.34

0.45

Insect Screen (default)

New

n/a

skylight

Roof(Front-180)

----

----

1

70.5

0.48

0.37

Insect Screen (default)

New

n/a

OPAQUE DOORS 01

02

03

Name

Side of Building

Door

Interior Surface Wall

Door (new)

Area (ft2)

South Wall 2

20.0

04

05

U-factor 0.50

20.0

06

Status

05

06

9 10 10

07

DHW Sys 1 DHW Sys 1 DHW Sys 1

10

n/a n/a n/a

DHW Sys 1

n/a

0.50

02

Construction Name

Surface Type

R-19 Wall

New

No

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

Page 7 of 8

HVAC - HEATING UNIT TYPES

HVAC - COOLING UNIT TYPES 01 02

03

Name

system type number of units Cooling Component 1 No cooling 1

03 number of units 1

04 05 Efficiency EER SEER n/a n/a

04 Efficiency 90 AFUE

HVAC Fan 1

02 type

06

08 HERS zonally controlled compressor type Verification n/a n/a n/a

03

Fan Power (Watts/CFM)

Single Speed PSC Furnace Fan

0.58

07

04

HERS Verification

---

IAQ (Indoor Air Quality) FANS

01

Dwelling Unit SFam IAQVentRpt

02

IAQ CFM

72

03

IAQ Watts/CFM

0.25

04

IAQ Fan Type

Default

04

05 Total Cavity R-value

Framing 2x4 @ 16 in. O.C.

Wood Framed Ceiling 2x4 @ 16 in. O.C.

Exterior Walls Wood Framed Wall

Interior Walls Wood Framed Wall

R-0 Floor No Interior floors Wood Framed floor Crawlspace Default Wall Exterior Walls Wood Framed Wall Prior to 197 Default Wall Interior Walls Wood Framed Wall Prior to 1971

06 Winter Design U-factor

none

0.478

2x6 @ 16 in. O.C.

R 19 in 5-1/2 in. cavity (R-18)

2x6 @ 16 in. O.C.

R 19 in 5-1/2 in. cavity (R-18)

2x6 @ 16 in. O.C.

2x12@ 16 in. O.C.

2x4 @ 16 in. O.C.

2x4 @ 16 in. O.C.

05 IAQ Recovery Effectiveness(%) 0

Date/Time: 10/25/2018 20:55

Registration 418-P010084439A-000-000-0000000-0000 Registration Number: Report Version - CF1R-06232018-1149 CA Building Energy Efficiency Standards - 2016 Residential Compliance

Wood Framed floor

R-19 Floor No Exterior floors Wood Framed floor Crawlspace1

Cathedral Ceilings

2x12@ 16 in. O.C.

2x6 @ 16 in. O.C.

Wood Framed ceiling 2x6 @ 16 in. O.C.

R 19 in 5-1/2 in. cavity (R-18)

none

0.070

none

none

R 19 in 5-1/2 in. cavity (R-18)

Registration 418-P010084439A-000-000-0000000-0000 Registration Date/Time: 10/25/2018 20:55 Number: Report Version - CF1R-06232018-1149 CA Building Energy Efficiency Standards - 2016 Residential Compliance

06

HERS Verification

Required

HERS Provider: Report

CHEERS

Generated at: 2018-10-25 16:50:09

second floor

R-19 Wall

270

Left

175

second floor

R-19 Wall

0

second floor

R-19 Wall

90

Back Right

217 318 23

R-19 Wall

South Wall 2

second floor (Existing)

R-0 Floor No Crawlspace

180

West Wall 2

second floor (Existing)

Default Wall Prior to 197

270

Northeast Wall

second floor (Existing)

Default Wall Prior to 197

45

East Wall 3

second floor (Existing)

Default Wall Prior to 197

90

Interior Surface Wall 2

Second Floor (Existing)>>Second Floor

Default Wall Prior to 197

Interior Surface Floor 4

Second Floor (Existing)>>Second Floor

Default Wall Prior to 1971

766

Second Floor (Existing)>>first Floor

Default Floor No Crawlspa

401

Front Left

Third floor

West Wall 3

Third floor

R-19 Wall

180

North Wall 3

Third floor

R-19 Wall

270

East Wall 4

Third floor

R-19 Wall

0 90

R-19 Wall

Third Floor>>Second Floor (Existing)

R-0 Floor No Crawlspace

__Garage__

R-0 Wall

Front

180

n/a n/a n/a n/a n/a n/a n/a n/a No No

Existing

No No

Existing

No

n/a

Existing

No

n/a

Existing

No

none none none none

new new new new

n/a n/a n/a

33

n/a

new

n/a

231

n/a

new

n/a

1167

n/a

new

n/a

n/a

Existing

No

90

0 0

90 90 90 90

92.4 26.1 132

250 628 250 628

R-19 Floor No Crawlspace1

Third Floor>>Second Floor

n/a n/a

n/a n/a

90 90 90

0 0

27 329.1

Front Left Back Right

Verified Existing Condition

new Existing Existing Existing

10.25

South Wall 3

11

n/a n/a n/a n/a

93.6

467

225 Right

Default Floor No Crawlspa

Third floor

0 20 18.5 141 208.8

104 104 250

R-0 Floor No Crawlspace

10

Tilt Wall Status (deg) Exception none new 90 none new 90 none new 90 new n/a none new 90 none new 90 none new 90 new n/a new n/a

155.2 0

177.3 283.5

second floor first floor

60

321.3

90

0

n/a

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021 837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

0.049

0.196

• Floor Surface: Carpeted • Floor Deck: Wood Siding/ sheathing/decking • Cavity / Frame: no insul. / 2x12 • Ceiling Below Finish: Gypsum Board

0.277

0.196

• Floor Surface: Carpeted • Floor Deck: Wood Siding/ sheathing/decking • Cavity / Frame: no insul. / 2x12 • Ceiling Below Finish: Gypsum Board

0.052

• Floor Surface: Carpeted • Floor Deck: Wood Siding/ sheathing/decking • Cavity / Frame: R-19 in 5-1/2 in.

(R-18) / 2x6

05

04

Perimeter (ft)

86.5

609

06

07

Carpeted Fraction 0.8

Edge Insul. R-value

R-5, 16 inches

Heated Yes

02

01 Quality Insulation Installation (QII)

Quality Installation of Spray Foam Insulation

08 Status

09 Verified Existing Condition No

New

WATER HEATING SYSTEMS 01 02 03 Name DHW Sys 1

system type

Name

Standard

Heater Element Type

DHW Heater 1 Gas

Tank Type Large Storage

04 Number of Units

1

05

tank volume (gal)

75

Water Heater

06

0.9 TE

n/a

06

07

09

Tank Standby Insulation Loss / R-value (Int/Ext) Recovery Eff

0

80,000 Btu/hr

Status

0 08

Input Rating /Pilot / Thermal Efficiency

07

Solar Fraction (%)

1

DHW Heater 1

Uniform Energy Factor / Energy Factor / Efficiency

CFM50

Not Required

Number of Heaters

08

Verified Existing Condition

no

New 10

First Hour Rating / Flow Rate

0.003

438 29 TH STREET SAN FRANCISCO

04

Building Envelope Air Leakage

05

04

Distribution Type

Combined Hydronic

WATER HEATERS 01 02 03

03

Not Required

Not Required

• Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Exterior Finish: Wood Siding/sheathing/decking • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Other Side Finish: Gypsum Board

03 Area (ft2)

CSLB 984439 JULY. 30. 2021

BUILDING ENVELOPE - HERS VERIFICATION

• Inside Finish: Gypsum Board • Cavity / Frame: R-19 in 5-1/2 in. (R-18) / 2x6 • Exterior Finish: Wood Siding/sheathing/decking

• Floor Surface: Carpeted • Floor Deck: Wood Siding/ sheathing/decking • Cavity / Frame: R-19 in 5-1/2 in.

(R-18) / 2x6 • Ceiling Below Finish: Gypsum Board

02 Zone First floor

01 Name Slab

• Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Roof Deck: Wood Siding/ sheathing/decking • Roofing: 5 PSF (Normal Gravel)

0.069

0.036

Right

09

SLAB FLOORS

• Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 • Exterior Finish: Wood Siding/sheathing/decking

• Inside Finish: Gypsum Board • Cavity / Frame: R-19 in 5-1/2 in.

(R-18) / 2x6 • Other Side Finish: Gypsum Board

0.302

none

R 30

Assembly Layers

0.302

none

90

08

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Page 6 of 8 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

07

n/a

11 NEEA Heat Pump Brand / Model

n/a

12 Tank Location or Ambient Condition

n/a

SPACE CONDITIONING SYSTEMS

01 SC Sys Name HVAC System1

02 system type Other Heating and Cooling System

03

04

Heating Unit Name Cooling Unit Name Heating Component 1 Cooling Component 1

05 Fan Name HVAC Fan 1

06 Distribution Name

- none -

07

08

Status

Verified Existing Condition

New

no

Registration 418-P010084439A-000-000-0000000-0000 Registration Date/Time: 10/25/2018 20:55 HERS Provider: CHEERS Report Number: Report Version - CF1R-06232018-1149 Generated at: 2018-10-25 16:50:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance

• Inside Finish: Gypsum Board • Cavity / Frame: R-30 / 2x12 • Roof Deck: Wood Siding/ sheathing/decking • Roofing: 5 PSF (Normal Gravel)

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

CHEERS HERS Provider: Report Generated at: 2018-10-25 16:50:09

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

HVAC - FAN SYSTEMS & HERS VERIFICATION

01 Name

Cathedral Ceilings

R-19 Floor No Interior floors Wood Framed floor Crawlspace

R-30 Roof Cathedral

02 system type combhydro

Construction Type

Exterior Walls Wood Framed Wall

Default Floor Interior floor No Crawlspa

No

CHEERS Registration 418-P010084439A-000-000-0000000-0000 Registration Date/Time: 10/25/2018 20:55 HERS Provider: Report Number: Report Version - CF1R-06232018-1149 Generated at: 2018-10-25 16:50:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance

01 Name Heating Component 1

03

Gross Area Azimuth Orientation (ft2) 258.2 Front 180 342.9 0 Back

R-19 Floor No Crawlspace

Interior Surface Floor 5

07 Window & Door Area (ft2)

Page 5 of 8

OPAQUE SURFACE CONSTRUCTIONS 01

06

second floor first floor

South Wall 4

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

05

R-19 Wall 1

second floor _garage_

Interior Surface Floor 7

Verified Existing Condition

New

R-19 Wall

first floor _garage_

Interior Surface Floor 6

R-19 Wall1

FENESTRATION / GLAZING 01

first floor

Raised Floor

R-0 Roof Cathedral

12

3RD Floor R-30 Roof Front Cathedral

R-19 Wall

East Wall

Interior Surface Floor 2

Zone Type HVAC System Name Zone Floor Area(ft2) Avg. Ceiling Height Water Heating System 1 Water Heatin gSystem 2

First Floor Conditioned HVAC System1 Second Floor Conditioned HVAC System1 Second Floor Conditioned HVAC System1 (Existing)

R-0 Wall

OPAQUE SURFACES – Cathedral Ceilings 01

North Wall

Interior Surface Floor

Registration 418-P010084439A-000-000-0000000-0000 Registration Date/Time:10/25/2018 20:55 HERS Provider: CHEERS Number: Report Report Version - CF1R-06232018-1149 CA Building Energy Generated at: 2018-10-25 16:50:09 Efficiency Standards - 2016 Residential Compliance

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x R-0Wall R-0 Wall R-0 Wall R-0 Wall

R-19 Wall

first floor

East Wall 2

Registration 418-P010084439A-000-000-0000000-0000 Registration Date/Time:10/25/2018 20:55 HERS Provider: CHEERS Number: Report Report Version - CF1R-06232018-1149 CA Building Energy Generated at: 2018-10-25 16:50:09 Efficiency Standards - 2016 Residential Compliance

__Garage__ __Garage__ __Garage__ __Garage__

first floor

North Wall 2

04

Construction

South Wall

West Wall

1

03

Zone

Interior Surface Wall

REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.

• Slab Edge Insulation • Heated slab

West Wall 4 North Wall 4 East Wall 5 Southeast Wall

02

Name

07 Number of Water Heating Systems

0

Page 3 of 8

OPAQUE SURFACES

Interior Surface Floor 3

Zone Name

06 Proposed Design 19.31 3.60 1.00 5.80 0.00 29.71

02 Conditioned Floor Area (ft2)

Residential Building

ENERGY USE SUMMARY 05 Standard Design 26.38 0.54 1.00 6.26 ---34.18

CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 16:49, Thu, Oct 25, 2018 Calculation Description: Title 24 Analysis Input File Name: 438 29th EVP LLC Addition.ribd16x

HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below.

Building-level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • -- None -HVAC Distribution System Verifications: • -- None -Domestic Hot Water System Verifications: • -- None --

COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.

03 This building incorporates one or more Special Features shown below

04 Energy Use (kTDV/ft2-yr) Space Heating Space Cooling IAQ Ventilation Water Heating Photovoltaic Offset Compliance Energy Total

Page2 of 8

DATE

DESCRIPTION

Page 8 of 8

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete.

Documentation Author Name: Sara Sharp Goldstein Company: NRG Compliance LP

Documentation Author Signature: Sara Sharp Goldstein Signature Date: 10/25/2018

Address: PO Box 3777

CEA/HERS Certification Identification (If applicable): R16-16-20086

City/State/Zip: Santa Rosa, CA 95402

Phone: 707-237-6957

RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.

2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.

3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.

Responsible Designer Signature: Responsible Designer Name: Mark Rowson Mark Rowson Company: Date Signed: Envisage Construction 10/25/2018 License: Address: 140 Gregory Lane, Suite 290 984439 City/State/Zip: Phone: Pleasant Hill, CA 94523 (925) 284-1504

T-24 PAGES

PROJECT NO SHEET

A-3.01

Project Name

Building Type

Single Family

438 29th EVP LLC Addition

Opaque door Wood Framed

Cavity R 19 R5 R 19 no insulation no insulation no insulation no insulation

Wood Framed

no insulation

Wood Framed Wall slab Heated Slab-on-Grade Demising Wood Framed w/o crawl spaces Demising Wood Framed w/o crawl spaces Wall Wood Framed

FENESTRATION Orientation Area(ft2) Front (S) Left (W) Rear (N) Right (E) Skylight

Total Area: 971 U-Fac SHGC 0.340 0.340 0.340 0.340 0.480

314.2 44.6 273.0 268.8 70.5

HVAC SYSTEMS Qty. Heating Min. Eff

Cooling

Cooling

HVAC System

Ducted

Radiant Floor

Gallons

1 Large Storage Gas

75

EnergyPro 7.2 by EnergySoft

Addition

Special Features

Status New New New New Existing

Bug Screen Bug Screen Bug Screen Bug Screen None

Thermostat

Duct R-Value

Outdoors

Distribution

0.90

Standard

438 29th sanfancisco, CA

CA climate zone 03

Total Area: 971 U-Fac SHGC

Addition

3438

Cavity no insulation no insulation no insulation no insulation R 30

Area (ft2)

2262

Special Features

329 10 766 401 1,361

10/25/2018 # of units 1

Status Existing Existing Existing Existing New

Glazing Percentage: 28.2% New/Altered Average U-Factor: Overhang Sidefins Exterior Shades Status

New New New New New

HVAC SYSTEMS Qty. Heating Min. Eff

New

Cooling

Min. Eff

Thermostat

Status

Status

6.0

Min. Eff

California energy climate zone total cond floor area

FENESTRATION Orientation Area(ft2)

Date

Existing+ Addition/Alteration

Project address

Wood Framed Wall Demising Wood Framed Demising Wood Framed w/o crawl spaces Demising Wood Framed w/o crawl spaces Roof Wood Framed rafter

Status

Setback

Duct Location

Addition Alone

NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. *Exceptions may apply.

(Revised 04/2017)

New/Altered Average U-Factor: Exterior Shades Status

none none none none none

14.0 SEER

Single Family

Multi Family

INSULATION Construction Type

New Existing Existing

467 27

Building Type

438 29th EVP LLC Addition

# of units 1

2262

27

Min. Eff

Project Name

10/25/2018

3438

2674 609 Perim =87' 56 1606 156

none none none none none

0.45 0.45 0.45 0.45 0.37

HVAC DISTRIBUTION Location Heating

Area (ft2)

Glazing Percentage: 28.2% Overhang Sidefins

1 Combined Hydronic see DHW No Cooling

WATER HEATING Qty. Type

total cond floor area

CA climate zone 03

INSULATION Construction Type

Date

Existing+ Addition/Alteration

California energy climate zone

438 29th sanfancisco, CA

Door Wall Wall

Addition Alone

Multi Family

Project address

2016 Low-Rise Residential Mandatory Measures Summary

RESIDENTIAL MEASURES SUMMARY

RESIDENTIAL MEASURES SUMMARY

New

HVAC DISTRIBUTION Location Heating

Cooling

Duct Location

Duct R-Value

Status

Status New

User Number: 5581

WATER HEATING Qty. Type Gallons

ID: 1008201803

Min. Eff

EnergyPro 7.2 by EnergySoft

2016 Low-Rise Residential Mandatory Measures Summary

Distribution

User Number: 5581

Status

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021 837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

ID: 1008201803

2016 Low-Rise Residential Mandatory Measures Summary § 150.0(m)13: Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the suply plenum. the space conditioning system must also demonstrate airflow below 350 cfm for ton of nominal cooling capacity through the return grilles, and an air- handing unit fan efficacy 0.58 w/cfm as confirmed by field verification and diagnostic testing, in accordence with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air systems.* §150.0(o): Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole-building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7.

Pool and Spa Systems and Equipment Measures: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.* Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.* § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. § 150.0(k)1B: Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings. § 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. § 150.0(k)1E: Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* § 150.0(k)1G: Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix JA8.* § 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.” § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.* § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2G: Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. § 150.0(k)2H: Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. § 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0

§ 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturer’s instructions. § 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. § 150.0(j)2A: Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.* § 150.0(j)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casing or sleeve.* § 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0(j)2A. Distribution piping for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120.3-A.* § 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. § 150.0(j)3A: Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.0(j)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. § 150.0(n)1: Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a listing agency that is approved by the Executive Director.

Ducts and Fans Measures: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.* § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non-porous layer between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)11and Reference Residential Appendix RA3. § 150.0(m)12: Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal conditioning component, except evaporative coolers, must be pr

Building Envelope Measures: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft² or less when tested per NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.* § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstripped.* § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R. § 110.8(j): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043.

Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Above Grade Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or Ufactor of 0.074 or less). Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). § 150.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)1B: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.* § 150.0(e)1C: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* § 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited.

Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.* § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.* § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.* § 110.3(c)5: Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume;

2016 Low-Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS). § 150.0(k)3B: Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of power as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. § 150.0(k)6A: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. § 150.0(k)6B: Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.

Solar Ready Buildings: § 110.10(a)1: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). § 110.10(b)1: Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet.

For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.* § 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.* § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be: position

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak)

Project Name 438 29th EVP LLC Addition System Name

31 ºF

T-24 PAGES

115 ºF

68 ºF

68 ºF

HVAC System ENGINEERING CHECKS 1

Number of Systems Heating System Output per System

60 000

Total Output (Btuh)

60 000

Output (Btuh/sqft)

17.5

Total Output (Btuh) Total Output (Tons)

Total Room Loads

CFM

Sensible

Latent

2400

48 605

1221

0 0

Return Air Ducts

0.0

Total Output (Btuh/sqft)

0.0

Total Output (sqft/Ton)

0.0

Ventilation Supply Fan Supply Air Ducts

CFM 849

775 cfm

Sensible

775

HVAC EQUIPMENT SELECTION

Airflow (cfm)

775

Hydronic Radiant Floor System

Airflow (cfm/sqft)

0.23

Airflow (cfm/Ton)

0.0

Outside Air (%) Outside Air (cfm/sqft) Note: values above given at ARI conditions

0.0 % 0.00

115 ºF ROOM

0

2300

0

0

0 0

0

0

0

2300

0

53205

1221

COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)

76 / 62 ºF

76 / 61 ºF

55 / 53 ºF

43091 Outside Air 0 cfm

0

68 ºF

68 ºF

0

0

Air System CFM per System

Heating Coil

43091

83 / 64 ºF TOTAL SYSTEM LOAD

Supply Fan

0

Return Vented Lighting

Return Fan

Cooling System Output per System

Outside Air 0 cfm

COIL COOLING PEAK

0

Cooling Coil

56 / 54 ºF

60 000 45.3%

Total Adjusted System Output

0

0

60 000

(Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK

60 000

76 / 62 ºF

ROOM 75 / 61 ºF

PROJECT NO SHEET

A-3.02

(19,6$*( &216758&7,21 &6/% (;3 )LOPRUH VWUHHW 6DQ )UDQFLVFR

(19,6$*( &216758&7,21 6,*1$785(

CSLB 984439 JULY. 30. 20

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

GS5

352-(&7 12 6+((7

$ 4

(19,6$*( &216758&7,21 &6/% (;3 )LOPRUH VWUHHW 6DQ )UDQFLVFR

(19,6$*( &216758&7,21 6,*1$785(

CSLB 984439 JULY. 30. 20

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

7 3$*(6

352-(&7 12 6+((7

$

013

012

114.00

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

50'-3 3/4"

1 A301.1

114.00

014

837 Filmore street San Francisco 94117 415-597-6124 15'-0"

4'-7''

16'-3"

8'-6''

ENVISAGE CONSTRUCTION SIGNATURE

R TO ON

TI

UP

C

LI C ENV E IS

D C ON T E S R A N E CONSTR UC G A

N

R 63'-8''

OF

CA L I FO

57-8''

E

438 29 TH STREET SAN FRANCISCO

ADJACENT PROPERTY

440 29TH STREET ADJACENT PROPERTY 4-STORY RESIDENCE 2 UNITS

T

UP 41''

CSLB 984439 JULY. 30. 2021

A

DN

ST

IA

DN

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

430 29TH STREET ADJACENT PROPERTY 3-STORY RESIDENCE 1 UNIT

REV NO SUBJECT PROPERTY 438 29TH STREET 2-STORY RESIDENCE 1 UNIT

DESCRIPTION

6'-0"

DATE

8.57% SLOPE

1 A301.1

DRIVEWAY

EXISTING SITE ROOF PLAN

PROJECT NO SHEET (E) DRIVEWAY CURB- CUT

SITE / ROOF PLAN - EXISTING SCALE: 1/4" = 1'-0"

A-4.01

25.00'

013

51'-3 58''REQUIRED REAR YARD

114.00

114.00

440 29TH STREET ADJACENT PROPERTY 4-STORY RESIDENCE 2 UNITS

012

REAR YARD

014

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

1 A301.1

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

10" OH

D C ON T E S R A N E CONSTR UC G A

LI C ENV E IS

10'-6"

N

A

CSLB 984439 JULY. 30. 2021

OF

IA

ST

GLASS GUARDRAIL

R

ADJACENT PROPERTY

R TO ON

45% R.R.Y.

C

DN

TI

7'-5"

UP

CA L I FO

DECK BELOW

10" OH

8'-6''

E

16'-3"

4'-9 1/2" 4'-7''

T

15'-0"

438 29 TH STREET SAN FRANCISCO

ADJACENT PROPERTY

ROOF

DECK 238 SQ FT

440 29TH STREET ADJACENT PROPERTY 4-STORY RESIDENCE 2 UNITS

430 29TH STREET ADJACENT PROPERTY 3-STORY RESIDENCE 1 UNIT GLASS GUARDRAIL

ROOF DECK

1 PERMEABLE PAVERS 125 SQ FT OF 208 SQ FT FRONT SETBACK =60% OF FRONT SET BACK

1

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

LANDSCAPED AREA 52 SQ FT OF 208 SQ FT FRONT SETBACK =25% OF FRONT SETBACK

ROOF

8'-6"

ADJACENT PROPERTIES

SUBJECT PROPERTY PENTHOUSE STRUCTURE

8.57% SLOPE

1 A301.1

DRIVEWAY

SUBJECT PROPERTY PROPOSED STRUCTURE

CONCRETE PLANTER

PROPOSED SITE/ROOF PLAN

(N) TREE 24'' BOX MIN

SITE / ROOF PLAN - PROPOSED SCALE: 1/4" = 1'-0"

(E) DRIVEWAY CURB- CUT

AREA: 0S.F.

PROJECT NO SHEET

A-4.02

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021 6620/013

837 Filmore street San Francisco 94117 415-597-6124

6620/013

6620/013

UP 18" 16'-3"

ENVISAGE CONSTRUCTION SIGNATURE

45% R.R.Y. FLOOR ABOVE

D C ON T E S R N E CONSTR A UC G SA

L I C ENV E I

E

OF

CA L I FO

N

IA R

4'-8"

HALL CEILING HT 8'-2"

A

BATH

CSLB 984439 JULY. 30. 2021

UP 38"

WC

DH 2'-4"X4'-0" X3'-4"

ST

+3-1/2''

R TO ON

CL

C

18'-4''

CS

TI

BED ROOM CEILING HT 7'-1021"

T

UP 41"

438 29 TH STREET SAN FRANCISCO

UP 33"

EXTERIOR CORRIDOR CEILING HT 6'-5"

2'-

10

3'-5''

15'-8''

"

2'-3''

BASIN

WH

STORAGE

KITCHEN

63'-8''

63'-8''

DINING ROOM

UP 19"

DN

CL

CL

HALL CEILING 8'-4" FLOOR SLOPES UP TO REAR

HALL

34'-0"

UP 28"

UP

GARAGE 9'-0" BOTTOM OF JOISTS

STORAGE CEILING HT 8'5"

BED ROOM LIVING ROOM

CEILING HT 9'11''

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

ENTRY

DATE

DESCRIPTION

2'-6"

DN

14'-4''

10'-1''

UP

ROOF PLAN - EXISTING SCALE: 1/4" = 1'-0"

1,225 S.F. ROOF PLATE 1225 SF REMOVED 100% REMOVED

BASEMENT PLAN - FOUNDATION WALL - EXISTING

1ST FLOOR PLAN -EXISTING SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0" 1,175 S.F. FLOOR PLATE 18 SF REMOVED 1.5% REMOVED

EXISTING FLOOR PLAN

PROJECT NO SHEET

A-5.01

5'-0"

+12'-5"

+12'-0"

4'-9 1/2"

5'-0"

15'-0"

5'-0"

3

DOOR

30"X84"

1.04

DOOR (DOUBLE) 30"X84"

1.05

DOOR

28"X96"

1.06

DOOR

28"X96"

1.07

DOOR (DOUBLE) 30"X84"

1.08

DOOR

30"X96"

1.09

DOOR

28"X96"

1.10

DOOR

30"X96"

1.11

DOOR

30"X84"

1.12

DOOR

32"X96"

2.06

45% R.R.Y.

UP

2.00

DOOR

36"X96"

2.01

DOOR

24"X96"

2.02

DOOR

24"X96"

3.00

DOOR

36"X96"

3.01

DOOR(DOUBLE) 48"X96"

3.02

DOOR

3.03

DOOR(DOUBLE) 48"X96"

3.04

DOOR

36"X96"

3.05

DOOR

24"X96"

3.06

DOOR

32"X96"

3.07

DOOR

48"X96"

3.08

DOOR

36"X96"

3.09

DOOR

36"X96"

4'-3"

2.06

R

3'-7"

D C ON T E S R A N E CONSTR UC G A

9'-6"

1.09

7'-3"

8'-2"

31'-9"

BUILT-IN SHELVES

3'-0" ADJACENT PROPERTY

KITCHEN PATIO 2.05

11'-4"

20'-9"

CEILING HT 9'0"

20'-9"

11'-9"

PLAY ROOM

ADJACENT PROPERTY

6'-6"

HOOD WITH VENT TO ROOF

CL

STORAGE

UP

18'-9"

2.02

1.08

PANTRY

17 R 7 3/4 RISE 10" RUN

18'-7"

1.04

UP

10'-9"

15'-0"

1.03

2.04

8'-7"

13'-0"

14 R 7 3/4 RISE 10" RUN

1.05

16'-1" open to above

1.00 WATER HEATER

12'-3"

HALL

1.06

3'-0"

3'-0"

18'-5"

DINING ROOM

WINDOW SCHEDULE

6'-7"

3'-0"

32'-11"

3'-2"

33'-5" 26'-0"

CL

2.01

WC

13'-3"

13'-1"

19'-8"

CEILING HT 8'6"

LIVING ROOM CEILING HT 9'11"

TWO VENTS OUTSIDE 2

2.00

1.01

ENTRY

3

+2"

2.02

STORAGE

2.01

DN

1-0.5"

2.02

2.03

ROOF

1.00

WINDOW

36"X48"

1.01

WINDOW

12"X60"

2.01

WINDOW

30"X78"

2.02

WINDOW

30"X78"

2.03

WINDOW

30"X78"

2.04

WINDOW

18"X48"

2.05

WINDOW

72"X48"

2.06

WINDOW

72"X48"

2.07

WINDOW

72"X48"

2.08

WINDOW

36"X96"

2.09

WINDOW

144"X96"

3.01

WINDOW

30"X48"

3.02

WINDOW

30"X48"

3.03

WINDOW

30"X80"

3.04

WINDOW

18"X48"

3.05

WINDOW

96"X18"

3.06

WINDOW

144"X96"

3.07

WINDOW

48"X12"

ROOF

RECYCLE 8'-6"

UP

2.01

7'-0"

PLANTER

8'-6"

LIVING ROOM

32'-11"

4'-0"

DN

GARAGE

2 WOOD HANDRAIL

BASEMENT FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0"

AREA: 609 S.F.

36"X96"

CSLB 984439 JULY. 30. 2021

A

3'-6"

ENVISAGE CONSTRUCTION SIGNATURE

N

2.09

ADJACENT PROPERTY

837 Filmore street San Francisco 94117 415-597-6124

ST

BATH

CSLB#984439 EXP: 06/ 30 /2021

LI C ENV E IS

2.07

ENVISAGE CONSTRUCTION

R TO ON

10'-6"

DN

1.11

1.10

CL

6'-6"

1.03

TI

4'-6"

FAMILY ROOM

45% R.R.Y.

UP

3

30"X84"

UP

14'-0"

1.12

VENT TO SIDE

DOOR

C

1.01

7'-2"

CL

1.02

IA

DN 10'-6"

10'-6"

CEILING HT 9'0"

10'-6"

10'-6"

3'-0"

ADJACENT PROPERTY

30"X84"

UP

DEN / OFFICE

3'-6"

DOOR

DN

2.08

3'-4"

40'-10"

15'-0"

3

51'-3 1/2"

REAR YARD

15'-0"

1.01

OF

5'-0"

30"X84"

CA L I FO

4'-9 1/2"

DOOR

E

15'-0"

1.00

T

51'-3 1/2"

DOOR SCHEDULE

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

GARAGE AREA: 813 S.F.

1ST FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0"

AREA: 1,339 S.F.

PROPOSED FLOOR PLAN

PROJECT NO SHEET

A-5.02

6'-0"

4'-10"

3.05

1'-8"

3'-4"

3.09

CLOSET

19'-9"

14'-4"

3'-0"

5'-4"

3.07

SHOWER Removing skylight

BATH

3.04

8'-8"

UP

HALL

GLASS GUARDRAIL

BATH

CL

W

LAUNDRY

3.04

EX

3.02

CL

CL

3.03

3.01

BEDROOM

10'-11"

14'-0"

BEDROOM

EXHAUST TO ROOF

8'-4 1/8"

2'-1"

3.00

5'-6 1/4"

DN

2'-1"

DOOR

36"X96"

3.09

DOOR

36"X96"

WINDOW

30"X48"

3.02

WINDOW

30"X48"

3.03

WINDOW

30"X80"

3.04

WINDOW

18"X48"

3.05

WINDOW

96"X18"

3.06

WINDOW

96"X18"

3.07

WINDOW

144"X96"

3.08

WINDOW

48"X12"

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE D C ON T E S R A N E CONSTR UC G A

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

VENT TO ROOF VENT TO SIDE

D

7'-8"

14'-0"

3.08

CEILING HT 10' 3.05

12'-0"

2'-0"

3.02

9'-10"

3.03

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

4'-0"

8'-6"

10'-7"

48"X96"

VENT TO ROOF

28'-0"

14'-9"

open to below

3.01

DOOR

CSLB#984439 EXP: 06/ 30 /2021

3'-9"

3.06

ROOF

3.07

A

3.08

9'-1"

5'-0" MIN TYP

32"X96"

SL 14'-4"

9'-8"

20'-9"

ADJACENT PROPERTY

5'-0"

17 R 7 3/4 RISE 10" RUN

DOOR

ST

DECK 238 SQ FT

3.06

R TO ON

VENT TO ROOF

24"X96"

C

privacy glass

DOOR

3.01

WALL HUNG

BATH

3.05

ENVISAGE CONSTRUCTION

TI

ROOF

36"X96"

45% R.R.Y.

ALIGN

SL

DOOR

WINDOW SCHEDULE

13'-11"

HIGH WINDOW

FP/TV

13'-5"

BEDROOM

ADJACENT PROPERTY

3.04

N

DN

ADJACENT PROPERTY

DOOR(DOUBLE) 48"X96"

10'-6"

14'-0" 7'-5"

GLASS GUARDRAIL

ADJACENT PROPERTY

3.03

36"X96"

LI C ENV E IS

10" OH

3'-1"

10" OH

4'-7" 10'-6"

7'-5"

UP

3.07

DOOR

IA

51'-3 1/2"

3.06

45% R.R.Y.

3.02

OF

10" OH

UP

DN

DOOR(DOUBLE) 48"X96"

R

DECK

36"X96"

CA L I FO

10" OH

3.01

5'-0"

15'-0"

ALIGN

DECK BELOW

DOOR

E

5'-0"

3.00

T

51'-3 1/2"

DOOR SCHEDULE

DATE

ROOF PLAN - PROPOSED SCALE: 1/4" = 1'-0"

DESCRIPTION

2ND FLOOR PLAN - PROPOSED AREA: 0S.F.

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

AREA: 1,431S.F.

PROPOSED FLOOR PLAN

PROJECT NO SHEET

A-5.03

51'-3 1/2"

DOOR SCHEDULE

5'-0"

UP 10'-6"

4'-6"

1.11

1.10

BATH

DOOR (DOUBLE) 30"X84"

1.08

DOOR

30"X96"

1.09

DOOR

28"X96"

1.10

DOOR

30"X96"

1.11

DOOR

30"X84"

1.12

DOOR

32"X96"

837 Filmore street San Francisco 94117 415-597-6124

WINDOW SCHEDULE WINDOW

36"X48"

WINDOW

12"X60"

D C ON T E S R A N E CONSTR UC G A

11'-9" 3'-0"

2'-

HALL

PATIO

438 29 TH STREET SAN FRANCISCO

1.06

CL

STORAGE

UP

1.08

2'-3''

13'-0"

BASIN

6'-6"

14 R 7 3/4 RISE 10" RUN

1.05

WH

STORAGE

18'-7"

15'-0"

1.04

1.03

1.00 WATER HEATER

UP 19"

GARAGE

26'-0"

34'-0"

33'-5"

CL

UP 28"

CSLB 984439 JULY. 30. 2021

CEILING HT 9'0"

10 "

GARAGE 9'-0" BOTTOM OF JOISTS CEILING HT 8'6"

DATE

2 3

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

TWO VENTS OUTSIDE

1.01

DESCRIPTION

3

STORAGE

+2"

UP

UP

7'-0"

8'-6"

10'-1''

1-0.5"

PLANTER

2'-6" 14'-4''

1.07

CSLB#984439 EXP: 06/ 30 /2021

ADJACENT PROPERTY

UP 33"

STORAGE CEILING HT 8'5"

28"X96"

3'-0"

6'-6"

UP

DOOR

A

18'-4''

8'-2"

18'-5"

HALL CEILING 8'-4" FLOOR SLOPES UP TO REAR

1.06

1.01

7'-3"

UP 38"

3'-5''

28"X96"

ST

BUILT-IN SHELVES

PLAY ROOM

15'-8''

DOOR

1.00

CL 1.09

EXTERIOR CORRIDOR CEILING HT 6'-5"

1.05

ENVISAGE CONSTRUCTION

R TO ON

VENT TO SIDE

DOOR (DOUBLE) 30"X84"

C

45% R.R.Y.

UP

CL

1.04

TI

1.12

ADJACENT PROPERTY

30"X84"

N

7'-2"

FLOOR ABOVE UP 41"

DOOR

LI C ENV E IS

16'-3"

1.03

ENVISAGE CONSTRUCTION SIGNATURE

1.01

3'-6"

30"X84"

DN

UP 18" 3'-4"

DOOR

IA

10'-6"

CEILING HT 9'0"

1.02

3

DEN / OFFICE 3'-0"

30"X84"

OF

+12'-0"

DOOR

R

+12'-5"

1.01

CA L I FO

3

15'-0"

30"X84"

E

6620/013

5'-0"

DOOR

T

4'-9 1/2"

15'-0"

1.00

2

BASEMENT PLAN - FOUNDATION WALL - EXISTING SCALE: 1/4" = 1'-0"

BASEMENT FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0"

AREA: 609 S.F.

GARAGE AREA: 813 S.F.

BASEMENT PLAN- E/P FLOOR PLANS

PROJECT NO SHEET

A-5.04

DOOR SCHEDULE 2.00

DOOR

36"X96"

2.01

DOOR

24"X96"

2.02

DOOR

24"X96"

REAR YARD

51'-3 1/2"

WINDOW SCHEDULE

15'-0"

DN

10'-6"

10'-6"

FAMILY ROOM

30"X78"

2.02

WINDOW

30"X78"

2.03

WINDOW

30"X78"

2.04

WINDOW

18"X48"

2.05

WINDOW

72"X48"

2.06

WINDOW

72"X48"

2.07

WINDOW

72"X48"

2.08

WINDOW

36"X96"

2.09

WINDOW

144"X96"

UP

10'-6"

2.08

WINDOW

N

IA

R

31'-9"

CA L I FO

2.05

11'-4"

20'-9"

20'-9"

OF

ADJACENT PROPERTY

438 29 TH STREET SAN FRANCISCO

HOOD WITH VENT TO ROOF

4'-8"

3'-0"

WC

HALL CEILING HT 8'-2"

A

KITCHEN

+3-1/2''

CSLB 984439 JULY. 30. 2021

E

9'-6"

T

3'-7"

ST

4'-3"

2.06

BED ROOM CEILING HT 7'-1021"

CS

R TO ON

45% R.R.Y.

C

3'-6"

BATH

D C ON T E S R N E CON STR A UC G SA

2.09

ADJACENT PROPERTY

DH 2'-4"X4'-0" X3'-4"

ENVISAGE CONSTRUCTION SIGNATURE

TI

2.06

UP

CL

837 Filmore street San Francisco 94117 415-597-6124

DN

2.07

14'-0"

45% R.R.Y.

CSLB#984439 EXP: 06/ 30 /2021

LI C ENV E I

6620/013

5'-0"

40'-10"

5'-0"

2.01

ENVISAGE CONSTRUCTION

18'-9"

2.02

PANTRY

2.04

8'-7"

KITCHEN

16'-1" open to above

DINING ROOM

63'-8''

DINING ROOM

12'-3"

UP

10'-9"

17 R 7 3/4 RISE 10" RUN

CL

6'-7"

3'-0"

32'-11"

WC

13'-3" 19'-8"

CL

2.01

3'-2"

DN

BED ROOM LIVING ROOM

CEILING HT 9'11''

13'-1"

HALL

LIVING ROOM

32'-11"

4'-0"

DN

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

LIVING ROOM

CEILING HT 9'11"

DESCRIPTION 2.00

ENTRY

ENTRY 2.02

2.01

DN

DN 2.01

2.02

2.03

ROOF

ROOF

8'-6"

RECYCLE

WOOD HANDRAIL

1ST FLOOR PLAN -EXISTING SCALE: 1/4" = 1'-0"

1,175 S.F. FLOOR PLATE 18 SF REMOVED 1.5% REMOVED

1ST FLOOR PLAN - PROPOSED SCALE: 1/4" = 1'-0"

AREA: 1,339 S.F.

FIRST FLOOR PLAN- E/P

PROJECT NO SHEET

A-5.05

51'-3 1/2"

51'-3 1/2"

ENVISAGE CONSTRUCTION

5'-0"

CSLB#984439 EXP: 06/ 30 /2021

5'-0"

15'-0"

6620/013

10" OH 3.06

DN

10'-6"

14'-0"

GLASS GUARDRAIL

ADJACENT PROPERTY 6'-0"

4'-10"

13'-11"

FP/TV

13'-5"

45% R.R.Y. ADJACENT PROPERTY

BEDROOM

3.07

HIGH WINDOW

7'-5"

DN

UP

10'-6"

7'-5"

UP

3.05

837 Filmore street San Francisco 94117 415-597-6124

45% R.R.Y.

ENVISAGE CONSTRUCTION SIGNATURE

1'-8"

D C ON T E S R A N E CONSTR UC G A

3'-4"

3'-0"

IA

N

3.08

5'-0"

5'-4"

9'-1"

438 29 TH STREET SAN FRANCISCO

3.07

17 R 7 3/4 RISE 10" RUN

SHOWER Removing skylight

BATH

3.04

8'-8"

UP

HALL CEILING HT 10' 3.05

GLASS GUARDRAIL

BATH

CL

W

CL 3.03

3.01

BEDROOM

10'-11"

14'-0"

14'-0"

BEDROOM

EXHAUST TO ROOF

3.02

CL

ROOF

EX

8'-4 1/8"

2'-1"

3.00

2'-1"

LAUNDRY

3.04

5'-6 1/4"

7'-8" DN

VENT TO ROOF VENT TO SIDE

D

28'-0"

14'-9"

63'-8''

open to below

VENT TO ROOF 3'-9"

3.06

5'-0" MIN TYP

CSLB 984439 JULY. 30. 2021

19'-9"

14'-4"

SL 14'-4"

9'-8"

CLOSET

R

20'-9"

3.09

A

DECK 238 SQ FT

ADJACENT PROPERTY

ST

privacy glass

VENT TO ROOF

R TO ON

BATH

C

ROOF

WALL HUNG

TI

SL

ADJACENT PROPERTY

LI C ENV E IS

ALIGN

OF

3'-1"

10" OH

CA L I FO

4'-7"

DECK

E

10" OH

T

DECK BELOW

10" OH

ALIGN

12'-0"

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

9'-10"

3.03

4'-0"

8'-6"

10'-7"

2'-0"

3.02

3.01

DATE

DESCRIPTION

ROOF PLAN - EXISTING SCALE: 1/4" = 1'-0"

1,225 S.F. ROOF PLATE 1225 SF REMOVED 100% REMOVED

ROOF PLAN - PROPOSED SCALE: 1/4" = 1'-0"

2ND FLOOR PLAN - PROPOSED AREA: 0S.F.

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

AREA: 1,431S.F.

SECOND FLOOR & ROOF PLAN- E/P

PROJECT NO SHEET

A-5.06

PL

PL

ADJACENT BUILDING

TO UPPER ROOF +27'-1" LVL

ADJACENT BUILDING TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

E OF

N

IA

R

A

CA L I FO

438 29 TH STREET SAN FRANCISCO

SOUTH ELEVATION - EXISTING 1 SCALE 4" = 1'-0" PL

ST

CSLB 984439 JULY. 30. 2021

T

CENTER GARAGE OF PROPERTY

R TO ON

GARAGE +0'-0" LVL

TI

L I C ENV I

C

D C ON T SE R N E CONSTR A UC E G SA

PL

ADJACENT BUILDING

ADJACENT BUILDING

TO UPPER ROOF +27'-1" LVL

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

TO LOWER ROOF +20'-5" LVL

DESCRIPTION

1 ST FLOOR +9'-5" LVL

GARAGE +0'-0" LVL CENTER GARAGE OF PROPERTY

EXISTING - ELEVATIONS

NORTH ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

PROJECT NO SHEET

A-6.01

TO UPPER ROOF +27'-1" LVL

TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

T

CSLB 984439 JULY. 30. 2021

A

E

OF

CA L I

FO

N

ST

IA

R TO ON

WEST ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

TI

GARAGE +0'-0" LVL

C

L I C ENV E I

D C ON T SE R A N E CONSTR UC G SA

R

438 29 TH STREET SAN FRANCISCO

TO UPPER ROOF +27'-1" LVL

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

TO LOWER ROOF +20'-5" LVL

DESCRIPTION

1 ST FLOOR +9'-5" LVL

GARAGE +0'-0" LVL

EXISTING - ELEVATIONS

EAST ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

PROJECT NO SHEET

A-6.02

PL

PL

ADJACENT BUILDING

STAIR PENTHOUSE (BEYOND) INTEGRAL COLOR SMOOTH STUCCO FINISH

ENVISAGE CONSTRUCTION

GLASS GUARDRAIL AT DECK CEMENT PANEL

CSLB#984439 EXP: 06/ 30 /2021

ALUMINUM CLAD WOOD WINDOWS YTP

ADJACENT BUILDING

837 Filmore street San Francisco 94117 415-597-6124

WOOD SIDING

WOOD DOOR

ENVISAGE CONSTRUCTION SIGNATURE C

L I C ENV E IS

D C ON T E S R A N E CON STR UC G A

R TO ON

TI

SECTIONAL WOOD GARAGE DOOR

OF

CA L I

FO

N

A

GRADE AT PROPERTY LINE GRADE AT CURB TOP OF CURB

CSLB 984439 JULY. 30. 2021

E

BASEMENT

ST

IA

CENTER GRADE OF PROPERTY LINE

T

GARAGE

R

438 29 TH STREET SAN FRANCISCO

SOUTH ELEVATION - PROPOSED 1 SCALE 4" = 1'-0"

PL

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

PL

ADJACENT BUILDING STAIR PENTHOUSE (BEYOND) INTEGRAL COLOR SMOOTH STUCCO FINISH

GLASS GUARDRAIL AT DECK

SMOOTH STUCCO FINISH ALUMINUM CLAD WOOD WINDOWS YTP

REV NO

ADJACENT BUILDING

GARAGE +0'-0" LVL CENTER GARAGE OF PROPERTY

NORTH ELEVATION - PROPOSED 1 SCALE 4" = 1'-0"

DATE

DESCRIPTION

PROPOSED - ELEVATIONS

PROJECT NO SHEET

A-6.03

ALLOW ABLE B

UILDIN

G ENVE

LOPE PL 10'-0''

1'-0"

PENTHOUSE ROOF

ENVISAGE CONSTRUCTION

GLASS GUARDRAIL

7'-5''

10"

3'-6"

8'-0"

ALLOWABLE BUILDING ENVELOPE

1'-0"

ROOF

CSLB#984439 EXP: 06/ 30 /2021

EXIST IN G G

E AT

RADE

CENT

E RLI NE O F PR

OPER

BLANK WALL AT P.L.

TY

837 Filmore street San Francisco 94117 415-597-6124

10'-0"

G R AD

1'-0"

2ND FL

40'-0"

SMOOTH STUCCO FINISH

40'-0"

10'-0"

10'-6''

TOP OF CURB AT CENTERLINE

WOOD SIDING

ENVISAGE CONSTRUCTION SIGNATURE 1ST FL

LI C ENV E IS

E

OF

CA L I

FO

N

1'-1 1/2''

T

R

WEST ELEVATION -PROPOSED

CSLB 984439 JULY. 30. 2021

A

GARAGE

ST

IA

8'-5"

10'-3"

E

R TO ON

G GRAD

C

EXISTIN

TI

12'-5''

1'-0"

D C ON T SE R N E CON STR A UC G A

438 29 TH STREET SAN FRANCISCO

SCALE -41" =1'-0"

PL

PL NVELO

ING E BUILD E L B A ALLOW

PE

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

10'-0" GLASS GUARDRAIL STAIR PENTHOUSE AT WEST P.L. (BEYOND)

ALLOWABLE BUILDING ENVELOPE

ALUMINUM CLAD WOOD WINDOWS TYP

1

R.R.Y.

10'-6" IPE RAIN SCREEN

3'-6"

SMOOTH STUCCO FINISH

7'-5"

1'-0"

ROOF

10" OH.

REV NO

DATE

DESCRIPTION

10'-0"

20'-7 1/8"

6'-0"

1'-0"

ERTY ROP P F INE O

RL

E CENT E AT

D

GRA

ING G

RADE

10'-0"

EXIST

BLANK WALL

1'-0"

1ST FLR

DE G GRA EXISTIN

12'-0"

AT C

9'-0"

GRADE

PERTY F PRO O E IN L ENTER

10'-0"

3'-6"

40' HEIGHT LIMIT

WOOD SIDING

CONCRETE PLANTER AT P.L. (SIDEWALK) STL. PLANTER

40'-0"

2ND FL

TOP OF CURB AT CENTERLINE

OUTLINE OFADJACENT BUILDING TO THE EAST 40'-0" 17'-0"

SMOOTH STUCCO FINISH

PROPOSED - ELEVATIONS

BASEMENT WOOD SCREEN

CONCRETE PLANTER

CONCRETE PLANTER

74'-8 3/8"

EAST ELEVATION -PROPOSED SCALE -41" =1'-0"

PROJECT NO SHEET

A-6.04

PL

PL

ADJACENT BUILDING STAIR PENTHOUSE (BEYOND) INTEGRAL COLOR SMOOTH STUCCO FINISH

ENVISAGE CONSTRUCTION

GLASS GUARDRAIL AT DECK

SMOOTH STUCCO FINISH ALUMINUM CLAD WOOD WINDOWS YTP

ADJACENT BUILDING

CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE C

L I C ENV E I

D C ON T SE R A N E CON STR UC G SA

R TO ON

TI

GARAGE +0'-0" LVL

E

OF

CA L I

FO

N R

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

PL

ADJACENT BUILDING

ADJACENT BUILDING

T

PL

CSLB 984439 JULY. 30. 2021

A

NORTH ELEVATION - PROPOSED 1 SCALE 4" = 1'-0"

ST

IA

CENTER GARAGE OF PROPERTY

TO UPPER ROOF +27'-1" LVL

REV NO

DATE

DESCRIPTION

TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

GARAGE +0'-0" LVL CENTER GARAGE OF PROPERTY

NORTH ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

EXISTING & PROPOSED - ELEVATIONS

PROJECT NO SHEET

A-6.05

ADJACENT BUILDING

STAIR PENTHOUSE (BEYOND) INTEGRAL COLOR SMOOTH STUCCO FINISH GLASS GUARDRAIL AT DECK

ENVISAGE CONSTRUCTION

CEMENT PANEL

ALUMINUM CLAD WOOD WINDOWS YTP

CSLB#984439 EXP: 06/ 30 /2019

ADJACENT BUILDING

837 Filmore street San Francisco 94117 415-597-6124

WOOD SIDING

WOOD DOOR

ENVISAGE CONSTRUCTION SIGNATURE

CENTER GRADE OF PROPERTY LINE

R TO ON

GARAGE

TI

SECTIONAL WOOD GARAGE DOOR

C

LI C ENV E I

D C ON T SE R A N E CONSTR UC G SA

BASEMENT

E

OF

CA L I FO

IA N

T

R PL

CSLB 984439 JULY. 30. 2019

A

SOUTH ELEVATION - PROPOSED 1 SCALE 4" = 1'-0"

ST

GRADE AT PROPERTY LINE GRADE AT CURB TOP OF CURB

438 29 TH STREET SAN FRANCISCO

PL

ADJACENT BUILDING

TO UPPER ROOF +27'-1" LVL

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

ADJACENT BUILDING

DATE

DESCRIPTION

TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

GARAGE +0'-0" LVL CENTER GARAGE OF PROPERTY

EXISTING & PROPOSED - ELEVATIONS

SOUTH ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

PROJECT NO SHEET

A-6.06

PL

PL ELOPE

V ING EN BUILD E L B A ALLOW

10'-0" GLASS GUARDRAIL STAIR PENTHOUSE AT WEST P.L. (BEYOND)

ALLOWABLE BUILDING ENVELOPE

ENVISAGE CONSTRUCTION

ALUMINUM CLAD WOOD WINDOWS TYP

1

R.R.Y.

10'-6" IPE RAIN SCREEN

3'-6"

SMOOTH STUCCO FINISH

7'-5"

CSLB#984439 EXP: 06/ 30 /2021

1'-0"

ROOF

10" OH.

10'-0"

20'-7 1/8"

6'-0"

1'-0"

SMOOTH STUCCO FINISH

TY

OPER

WOOD SIDING

LIN

NTER

CE E AT

D GRA

PR E OF

RADE

ING G EXIST

10'-0"

ENVISAGE CONSTRUCTION SIGNATURE

BLANK WALL

1'-0"

N

R

10'-0"

IA

CA L I FO

9'-0"

S

CONCRETE PLANTER AT P.L.

T

DE G GRA EXISTIN

CSLB 984439 JULY. 30. 2021

TA

AT CE GRADE

OF

Y

T ROPER

P INE OF NTERL

12'-0"

3'-6"

R TO ON

TI

1ST FLR

C

L I C ENV E I

D C ON T SE R A N E CONSTR UC G SA

E

(SIDEWALK) STL. PLANTER

40' HEIGHT LIMIT

17'-0"

2ND FL

40'-0"

40'-0"

TOP OF CURB AT CENTERLINE

OUTLINE OFADJACENT BUILDING TO THE EAST

837 Filmore street San Francisco 94117 415-597-6124

BASEMENT WOOD SCREEN

CONCRETE PLANTER

CONCRETE PLANTER

438 29 TH STREET SAN FRANCISCO

74'-8 3/8"

EAST ELEVATION -PROPOSED SCALE -41" =1'-0"

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT TO UPPER ROOF +27'-1" LVL

REV NO

DATE

DESCRIPTION

TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

GARAGE +0'-0" LVL

EAST ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

EXISTING & PROPOSED - ELEVATIONS

PROJECT NO SHEET

A-6.07

ALLOW ABLE B

UILDIN

G ENVE

LOPE PL 10'-0''

1'-0"

PENTHOUSE ROOF

1'-0"

CSLB#984439 EXP: 06/ 30 /2021

10'-0"

ERTY

ENVISAGE CONSTRUCTION SIGNATURE D C ON T SE R A N E CONSTR UC G SA

1ST FL

N

IA

S

CSLB 984439 JULY. 30. 2021

TA

T

GARAGE

R TO ON

G GRAD E

TI

EXISTIN

C

L I C ENV E I

1'-0"

PROP

8'-5"

E OF

1'-1 1/2''

ERLIN

BLANK WALL AT P.L.

10'-3"

CE NT

RADE

12'-5''

E AT

ING G

837 Filmore street San Francisco 94117 415-597-6124

R

G RAD

1'-0"

2ND FL

EXIST

40'-0"

SMOOTH STUCCO FINISH

40'-0"

10'-0"

10'-6''

TOP OF CURB AT CENTERLINE

WOOD SIDING

CA L I

ROOF

OF

7'-5''

10"

FO

GLASS GUARDRAIL

3'-6"

8'-0"

ENVISAGE CONSTRUCTION

E

ALLOWABLE BUILDING ENVELOPE

438 29 TH STREET SAN FRANCISCO

WEST ELEVATION -PROPOSED SCALE -41" =1'-0" ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

TO UPPER ROOF +27'-1" LVL

TO LOWER ROOF +20'-5" LVL

1 ST FLOOR +9'-5" LVL

EXISTING & PROPOSED - ELEVATIONS GARAGE +0'-0" LVL

WEST ELEVATION - EXISTING 1 SCALE 4" = 1'-0"

PROJECT NO SHEET

A-6.08

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

T

CSLB 984439 JULY. 30. 2021

A

E

OF

CA L I

FO

N

ST

IA

R TO ON

TO UPPER ROOF +27'-1" LVL

TI

L I C ENV I

C

D C ON T SE R N E CONSTR A UC E G SA

R TO LOWER ROOF +20'-5" LVL

438 29 TH STREET SAN FRANCISCO KITCHEN BED ROOM

BATH

LIVING ROOM

HALL

1 ST FLOOR +9'-5" LVL

GARAGE

GARAGE +0'-0" LVL

SECTION - EXISTING SCALE: 1/4" = 1'-0"

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

EXISTING-SECTION

PROJECT NO SHEET

A-7.01

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 G ENVE

ENVISAGE CONSTRUCTION SIGNATURE

LOPE PL

PL

D C ON T SE R A N E CONSTR UC G SA

1'-0"

IA

R

N

8'-0"

T

CA L I FO

DECK

S

CSLB 984439 JULY. 30. 2021

TA

DECK

R TO ON

ALLOWABLE BUILDING ENVELOPE

TI

PENTHOUSE ROOF

C

L I C ENV E I

10'-0"

OF

UILDIN

E

ALLOW ABLE B

1'-0"

ROOF

10'-0"

1'-0"

2ND FL

FAMILY ROOM

KITCHEN

DINING

LIVING

1'-0"

1ST FLR

9'-0"

GRADE

AT CEN T

ERLINE

OF PRO

PERTY GARAGE

BEDROOM

BASEMENT

LIVING

KITCHEN

STL. PLANTER STL. PLANTER (SIDEWALK) (SIDEWALK)

40'-0"

BEDROOM

TOP OF CURB AT CENTERLINE

HALL BEDROOM

40'-0"

10'-0"

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

DESCRIPTION

SECTION - PROPOSED SCALE: 1/4" = 1'-0"

PROPOSED-SECTION

PROJECT NO SHEET

A-7.02

ENVISAGE CONSTRUCTION

15

10

5

CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

16

11

6 438 29 TH STREET SAN FRANCISCO

17

12

7

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

18

13

DATE

8

PROJECT NO SHEET

19

14

DESCRIPTION

9

A-8.01

ENVISAGE CONSTRUCTION

19

15

11

7

CSLB#984439 EXP: 06/ 30 /2021

2

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

20

16

12

3 8

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

4 21

17

13 9

REV NO

DATE

DESCRIPTION

5

22

18

14

10

PROJECT NO SHEET

6

1

A-8.02

ENVISAGE CONSTRUCTION CSLB#984439 EXP: 06/ 30 /2021

837 Filmore street San Francisco 94117 415-597-6124 ENVISAGE CONSTRUCTION SIGNATURE

CSLB 984439 JULY. 30. 2021

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

REV NO

DATE

PROJECT NO SHEET

DESCRIPTION

A-8.03

51'-3 1/2"

ALIGN

10" OH

10'-6"

FAMILY ROOM 2.07

CEILING HT 9'0"

31'-9"

11'-9"

PLAY ROOM

PATIO

CEILING HT 9'0"

THERMOSTAT

3'-0"

18'-9"

3'-0"

HALL

2.04

1.06

CL

STORAGE

UP

1.08

3'-9"

10'-9"

VENT TO ROOF

16'-1" open to above

THERMOSTAT

DINING ROOM

13'-0"

14 R 7 3/4 RISE 10" RUN

THERMOSTAT

6'-6"

UP

MANIFOLD BASEMENT

15'-0"

1.04

1.03

5'-6 1/4"

1.00

WATER HOUSE

DN 4'-0"

LAUNDRY

CL

6'-7"

3'-0"

MANIFOLD 2ND FLOOR 4 LOOP 26'-0"

3.03

19'-8"

13'-3"

13'-1"

14'-0"

14'-0"

CEILING HT 8'6"

BEDROOM

LIVING ROOM

LIVING ROOM

CEILING HT 9'11"

2.00

TWO VENTS OUTSIDE 2

2.02

3 DN ROOF

30"X96"

1.11

DOOR

30"X84"

1.12

DOOR

32"X96"

1.01

DOOR

36"X96" N

2.01

DOOR

24"X96"

2.02

DOOR

24"X96"

3.00

DOOR

36"X96"

3.01

DOOR(DOUBLE) 48"X96"

3.02

DOOR

D C ON T SE R ON E C STRU A G C A

3.03

DOOR(DOUBLE) 48"X96"

3.04

DOOR

36"X96"

3.05

DOOR

24"X96"

3.06

DOOR

32"X96"

3.07

DOOR

48"X96"

3.08

DOOR

36"X96"

3.09

DOOR

36"X96"

CSLB 984439 JULY. 30. 2021

36"X96"

WINDOW SCHEDULE 1.00

WINDOW

36"X48"

1.01

WINDOW

12"X60"

2.01

WINDOW

30"X78"

2.02

WINDOW

30"X78"

2.03

WINDOW

30"X78"

2.04

WINDOW

18"X48"

2.05

WINDOW

72"X48"

2.06

WINDOW

72"X48"

2.07

WINDOW

72"X48"

2.08

WINDOW

36"X96"

2.09

WINDOW

144"X96"

3.01

WINDOW

30"X48"

3.02

WINDOW

30"X48"

3.03

WINDOW

30"X80"

3.04

WINDOW

18"X48"

3.05

WINDOW

96"X18"

3.06

WINDOW

144"X96"

3.07

WINDOW

48"X12"

3

RECYCLE

3.03

837 Filmore street San Francisco 94117 415-597-6124

438 29 TH STREET SAN FRANCISCO

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS AS INDICATED AND REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF ENVISAGE CONSTRUCTION AND SHREE HOMES REALTY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THIS SPECIFIC PROJECT.NONE OF THESE IDEAS, DESIGNS, ARRANGEMENTS OF PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM,OR CORPORATION FOR ANY PURPOSE WHAT SO EVER WITHOUT THE WRITTEN PERMISSION OF SHREE HOMES REALTY ARCHITECT

+2"

ROOF

8'-6"

4'-0"

1-0.5"

UP

WOOD HANDRAIL

7'-0"

2.03

8'-6"

9'-10"

2.02

PLANTER

2.01

2'-0"

3.02

STORAGE

2.01

10'-7"

DOOR

12'-0"

ENTRY

3.01

1.10

RADIAN PUMPS AND SYSTEM ON GARAGE CLOSET

GARAGE 33'-5"

3'-2"

WC

28'-0"

CL

2.01

2'-1"

3.02

32'-11"

32'-11"

8'-4 1/8"

10'-11"

28"X96"

18'-7"

12'-3"

8'-8"

7'-8"

BEDROOM

DOOR

1.05

WATER HEATER

3.01

1.09

CONCRETE EMBEDDED

CL

CL

30"X96"

CSLB#984439 EXP: 06/ 30 /2021

2.05

11'-4"

20'-9"

20'-9"

3'-0" ADJACENT PROPERTY

3.04

MANIFOLD 2ND FLOOR 4 LOOP

3.04

DOOR

18'-5"

17 R 7 3/4 RISE 10" RUN

CEILING HT 10'

DN

1.08

8'-7"

HALL

3.00

8'-2"

6'-6"

SHOWER

3.05

1.07

DOOR (DOUBLE) 30"X84"

1.11

1.10

ADJACENT PROPERTY

PANTRY

open to below

28"X96"

IA

BATH

CL

14'-4"

14'-4"

3'-0"

5'-4"

3.06

DOOR

R

4'-6"

4'-3"

KITCHEN

19'-9"

9'-8"

CL

BUILT-IN SHELVES

HOOD WITH VENT TO ROOF 3.08

BATH

1.06

1.09

CLOSET

Removing skylight

28"X96"

N

13'-11"

HIGH WINDOW

FP/TV

13'-5"

6'-0"

VENT TO SIDE

3'-4"

SL

UP

DOOR

45% R.R.Y.

UP

2.06

9'-6"

3.07

17 R 7 3/4 RISE 10" RUN

1.05

ENVISAGE CONSTRUCTION

A

20'-9"

1.12

ADJACENT PROPERTY 3'-7"

2.02

14'-9"

7'-2"

7'-3"

5'-0"

DOOR (DOUBLE) 30"X84"

ST

2.09

ADJACENT PROPERTY

9'-1"

2'-1"

3'-6"

45% R.R.Y.

UP

ADJACENT PROPERTY

3.09

1.04

ENVISAGE CONSTRUCTION SIGNATURE

DN

2.06

WALL HUNG

privacy glass

30"X84"

1.01

3'-4"

ALIGN

BATH

DOOR

UP 3'-0"

DN

45% R.R.Y.

3'-6"

SL

1.03

3

DEN / OFFICE 10'-6"

10'-6"

10'-6"

7'-5"

3.05

1'-8"

30"X84"

R TO ON

10'-6"

UP

13'-0"

4'-10"

DOOR

TI

DN

VENT TO ROOF

+12'-0"

1.02

C

14'-0"

ADJACENT PROPERTY

+12'-5"

30"X84"

2.00 UP

3.07

5'-0"

10" OH

3.06

BEDROOM

15'-0"

10'-6"

3'-1"

3

5'-0"

DOOR

CA L I FO

4'-7"

4'-9 1/2"

DN

2.08

DECK

15'-0"

1.01

L I C ENV E IS

REAR YARD 5'-0"

40'-10"

15'-0"

30"X84"

OF

5'-0"

DOOR

E

5'-0"

15'-0"

1.00

T

5'-0"

51'-3 1/2"

51'-3 1/2"

DOOR SCHEDULE

REV NO

DATE

DESCRIPTION

2

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

AREA: 1,431S.F.

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

13/6 WARMBOARD PANEL - REFER STRUCTURAL

TILE FLOORING TBD THREE(3) LAYER (E) 34" PLYWOOD SUBFLOOR

"2X" WOOD FRAMING REFER STRUCTURAL 5 8"

GWB

FLOORING DETAIL - TILE SCALE : N.T.S

AREA: 1,339 S.F.

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

AREA: 609 S.F.

GARAGE AREA: 813 S.F.

Radiant Heating Detail

PROJECT NO SHEET

A-9.01