A0-1 Cover Sheet

Home , FX (international)

PROJECT: 967 Curtis Street Albany, California 94706-1159 967 CURTIS

DESIGN: y - form

STREET CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

STRUCTURAL ENGINEER:

To be determined

SOILS ENGINEER: NA

ENERGY ANALYST, CEPE: KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

SURVEY CONSULTANT: Pual Webb 2724 Ninth Street Suite B Berkeley, CA 94710

CONTRACTOR:

ISSUE: 11/20/17

REVISIONS: SEE PDF'S-2017

DATE: DRAWN: SCALE: 11.20.17 1/4"=1'-0" AS NOTED GENERAL NOTES in original containers with the manufacturer's label 8. The contractor shall provide a fire protection Section R303.1 or shall be provided with artificial showing exact type, size grade, weight, and use. system during construction and maintain insur- light that is adequate to provide an average 1. These construction documents have been Store in manner consistent with manufacturer's ance. illumination of 6-foot candles over the area of the prepared based on the requirement of all appli- recommendations. room at a height of 30 inches above the floor lever. PROJECT: cable local and state building codes, ordinances, 9. The contractor shall protect trees and shrubs as and regulations. 22. Workmanship indicated to remain by providing a fence around 13. Glass skylights to comply with 91.2409. plastic 967 Curtis Street Shall be of the highest quality and done by skilled the tree or shrub of sufficient distance away and of skylights to comply with 91.2603.7.1 14. Damp Albany, California 94706-1159 2. Contractor shall have current workers' compen- employees in the practice of their trade. sufficient height so that trees and shrubs shall not proof all walls and foundations below grade. be damaged in any way. Contractor shall be 967 CURTIS STREET, ALBANY, CA sation insurance coverage in compliance with SCALE: 1 INCH = 4 FEET Section 3800 of the California Labor Code, on file 23. Responsibility of Subcontractors responsible for any damage which may occur. 15. An approved seismic gas shut off valve will be LOT 19, BLOCK 28, "AMENDED MAP OF FAIRMOUNT PARK", FILED MARCH 25, 1908, IN BOOK 23 OF MAPS, PAGE 78, with the state control board. A. Each subcontractor shall at all times be fully installed on the fuel gas line on the down stream ALAMEDA COUNTY RECORDS aware of the job progress to allow himself/herself 10. Contractor shall provide sprinkler system as side of the utility meter and be rigidly connected to ample lead time to commence each phase of required by code. Sprinkler system to be approved the exterior of the building or structure containing 0 4 8 12 16 20 3. All work, construction, and materials shall APN. 65-2641-18 AUGUST, 2017 comply with all provisions of the building code and his/her work. by the plumbing division prior to installation. the fuel gas piping per ordinance 171,874 for work with other rules, regulations and ordinances Selection and location of sprinkler heads to be over $10,000. Separate permit is required. governing the place of building. B. Subcontractors shall thoroughly inspect approved by architect prior to installation. adjacent work that may impact installation of their 16. Water heater must be strapped to wall. DESIGN: 4. Building code requirements take precedence trade and notify general contractor, in writing, of 11. Provide plans for temporarily storing of over the drawings and it shall be the responsibility any irregularities. Commencing work constitutes excavations that remove the lateral support from a 17. The construction shall not restrict a five-foot acceptance of conditions and therefore responsi- public way or an existing building. Excavation clear and unobstructed access to any water or of anyone supplying labor or materials or both to EL:47.12' EL:47.30' EL:47.52' EL:48.15' EL:48.47' TC EL:47.23' BSW CONC HSE HSE S 73°06'10" E 125.00' bring to the attention of the architect any discrep- bility for and rectification any resulting, unsatisfac- adjacent to a public way require public works power distribution facilities (power poles, FSW 5.2' EL:50.22' BW 4.4HI tory work. approval prior to issuance of building permit. pull-boxes, transformers, vaults, pumps, valves, conc EL:47.87' EL:50.25' EL:55.43' ancies or conflict between the requirements of the 3IN DRAIN TW EL:54.62' BW EL:47.11' EL:47.88' EL:49.00' TW TWIN 10IN TREE Sewer Cleanout code and the drawings. meters, appurtenances, etc.) or to the location of EM HSE BW 1.25 HI EL:58.51' y - form GM cantilevered EL:50.17' FCOR AT TW EL:47.93' 48 EL:48.79' C. Materials and the work of others shall be 12. There shall be no trenches or excavations 5' or the hook-up. The construction shall not be within conc HSE CONC TWIN 8IN TREE 5. The contract structural drawings and specifica- inspected by each trade prior to the commence- more in depth into which a person is required to ten feet of any power lines-whether or not the lines EL:50.27' HSE CONTACT tions represent the finished structure. They do not ment of his/her particular standard as herein descend or the contractor must obtain a neces- are located on the property. Failure to comply may EL:54.11' EL:47.52' EL:47.99' Yasi Vafai indicate the means or method of construction. The described, shall be replaced by the subcontractor sary permit from the State of California Division of cause construction delays and/or additional CONC AT BSW CL BOT STEPS 55 subcontractor shall provide all measures neces- at the subcontractor's sole expense including the Industrial Safety prior to the issuance of a building expenses. 832 Nowita Place sary to protect the structure during construction. work of others damaged by initial failure or or grading permit. corrective repairs. The inability of the general 18. No protected tree shall be relocated or ) Venice, Ca 90291 Such measures shall include, but not be limited to, E EL:55.25'

D Water Meter

contractor, or his/her representative, to notice I bracing, shoring for loads due too construction ADDITIONAL NOTES removed without the approval from the Board of EL:47.89' HSE c. 310.435.3090 W EL:50.03' omitted or faulty materials or workmanship during Public Works. equipment, etc. Contractor shall provide plans and ' TILE AT DOOR

0 e. [email protected] permits for temporary shoring of excavations that construction shall not constitute a release from 1. These drawings shall remain the property of the 6 EL:50.37' ( Existing House 55

BW these requirements of subcontractor. If work is design professional. Copies of the drawings and 19. In new construction smoke alams shall receive EL:58.93'

remove the lateral support from a public way or an T COR HSE TOP LOWER PARAPET EL:50.37' Copyright

existing building or structure. Observation visits to considered to be substandard, the work shall be specifications retained by the client may be their primary power source from the building E CONC E EL:56.45' 2017 tested as is standard to that industry. If the work R the site by the architect shall not include inspec- utilized only for his or her use and for occupying wiring and shall be equipped with battery back up EL:55.67' TW T BW Yasi Vafai

fails to meet the testing standards, subcontractor the project for which they were prepared, and may and low battery signal. Smoke alarms shall be S EL:50.49' tion of the above items. EL:54.12' 40.00' 40.00' BW

S EL:50.00' (ASSUMED) I shall pay for the testing and the replacement of not be used for the construction of any other located in each sleeping room and hallway or area N 16°53'50" E TILE AT ENTRANCE EL:54.55' T TW conc CLIENT: 6. In preparing a proposal, the contractor shall the work. If the work passes the test the owner project. giving access to a sleeping room, and on each R

U EL:47.72' Loid Der & Sabine Roehl pays for the test and repair of said work. story and basement for dwellings with more than EL:50.32' have visited the site, carefully examined the C HSE EL:53.20' S 16°53'50" W BOT CL STEPS CL TOP STEPS 967 Curtis Street 2. These drawings, specifications and other one story. Smoke alarms shall be interconnected EL:58.74' drawings and the methods of removal and storage TW EL:53.84' EL:54.88' Albany, California 94706-1159 F. Each subcontractor shall maintain adequate documents prepared by the architect for this so that actuation of one alarm will activate all the TOP 3.48 WALL 17.35' GAR EL:56.58' of materials, the sequencing of operation, and the EL:53.89' EL:47.70' BW EL:47.04' GAR protection of all his/her work from damage and project are instruments of the architect's service alarms within the individual dwelling unit. BSW CONC EL:50.35' problems attendant thereto. No allowance will be FL 3IN CURB DISCHARGE EL:47.97' BOT CL STEPS BOT CL STEPS planter made to the contractor for any error through shall protect the owner's and other trades' work for use solely with respect to this project, and EL:47.44' TC DW EL:47.62' STRUCTURAL ENGINEER: negligence in observing the site condition. and property from damage or injury while fulfilling unless otherwise provided, the architect shall be 20. Where a pool or hot tub is provided, provide FSW DW

1 EL:48.06' 4 his/her contract. All materials, work in place, deemed the author of these documents and shall an alarm for doors to the dwelling that form a part EL:65.55' .

HSE PARAPET 6 Existing Garage finishes, paving and sidewalks, and existing retain all common law, statutory and other of the enclosure. The alarm shall sound continu- conc EL:51.98' ' EL:55.70' To be determined 7. Designer shall be notified immediately by the 48 EL:48.24' EL:49.19' DW CL STEPS EL:53.45' BW CHIMN EL:48.49' EL:51.64' DW AT GAR CONC 52 contractor should any discrepancy or other utilities shall be included in the requirement. reserved rights, including the copyright. ously for a minumum of 30 seconds when the HSE HSE EL:57.30' 53 TW

50 7

door is opened. It shall atuomatically reset and be 51 7 conc

questions arise pertaining to the working draw- .

' ' ings. Work shall not commence until clarifications G. Structure and contents shall be protected from 3. All construction fabrication, and installations equipped with a manual means to deactivate (for EL:51.93' EL:55.15' BW EL:55.61' EL:59.32' the inclemencies of weather during the term of the BW are obtained from the architect. shall conform to the latest adopted editions of the 15 secs. max) for a single opening. The deactiva- EL:56.45' EL:57.49' FCOR AT TW TW EL:56.91' TWBroken Fence EL:49.20' EL:51.11' work. UBC, UFC, UPC,NEC and any federal, state or tion switch shall be al least 54" above the floor. EL:47.83' EL:62.39' EL:55.51' TW EL:58.48' CONC BW EL:53.52' INSIDE FCOR TOP COR GAR FENCE local codes, regulations or ordinances of the N 73°06'10" W CONC 8. On-site verification of all dimensions and EL:47.48' 2.9' 125.00' TC DW 0.28' conditions shall be the responsibility of the H. In the event subcontractors' work is damaged governing agency having jurisdiction over this 21. Suction outlets shall be designed and installed EL:47.67' EL:47.80' EL:47.86' FSW DW CONC contractor. Site conditions in conflict with the by other trades, it will be the subcontractor's project. Such applicable codes etc. are those in in accordance with ANSI / APSP-7. BSW CONC expressed dimensions herein shall be brought to obligation to resolve the cost of repairs of said effect at the time the permit application for the the attention of the architect for consideration and damage with responsible subcontractors. the project is recorded. 22. For existing pool on site, provide new alignments may be established only with the general contractor shall have the power of final anti-entrapment cover meeting the current ASTM LEGEND: SOILS ENGINEER: written approval and acceptance of the architect. arbitration in these matters. 4. The interior finishes shall comply with UFC or ASME is required for the suction outlets of the NA TC top of curb appendix V1-C and UBC chapter 8. swimming pool, toddler pool and spa for single FSW front of sidewalk I. Each trade shall cooperate fully, both with the 9. Dimensions shall take precedence over scales family dwellings per the Assembly Bill (AB) No. BSW back of sidewalk shown on the drawings. Do not scale drawings. general contractor's superintendent and other 5. All work performed and materials used shall be 2977. DW driveway Large scale details govern over small scale details. trades, and consult with other trades (in writing, if of the same standard of quality as that of the FCOR fence corner need be), in order to "can out," allow passage, existing finished building as a minimum unless 23. Bathtub and shower floors, walls above HSE ground at corner of house 10. All dimensions are to the face of finish unless provide protection or do work necessary to allow noted or scheduled otherwise. bathtubs with a showerhead, and shower GAR ground at corner of garage others to follow in an orderly, professional manner. compartments shall be finished with a nonabsor- GM gas meter Note: otherwise noted. All work shall be erected plumb, This drawing was created using PC Survey software, and translated into bent surface. Such wall surfaces shall extend to a EM electric meter level, and true in accordance with the details. 6. Verify that services to be removed or aban- drawing. Please refer to the hard copy. TW top of wall The data contained in this drawing remains the property of Paul O. J. All materials and appliances shall be uncrated doned have been properly and safely shut off, height of not less than 6 feet above the floor. Webb-Licensed Surveyor, and may only be used for its intended purpose. BW bottom of wall 11. Notes and details on drawings shall take by subcontractor responsible for installation, capped, or sealed. 24. Kitchen sinks, lavatories, bathtubs, showers, NOTE: CL centerline unless otherwise specified in contract. bidets, laundry tubs and washing machine outlets Fence lines shown are the property side of the fence. precedence over general notes and typical details. FL Paul O. Webb-Licensed Surveyor 7. Verify hours of work with landlord. Keep noise shall be provided with hot and cold water and 2724 Ninth Street, Suite B Where no details are shown, construction shall roof drain Berkeley, Ca. 94710 ENERGY ANALYST, CEPE: conform to similar work on the project. 24. Work, Authorization, and Payments and vibration to a minimum. If performing any core connected to an approved water supply. KIM M. HOGAN All work done or materials used shall be covered drilling or similar activities, perform work in a safe 25. Where a permit is required for alterations, SHEER ENERGY 12. Provide temporary sanitary facilities for by a contract, contract change order, purchase manner in accordance with landlord's require- repairs or additions exceeding one thousand 28016 MALINDA ST workmen's use per the local building department order, or work order. No invoice will be processed ments, OSHA, state or federal guidelines, . Protect dollars ($1,000), existing dwellings or sleeping LANCASTER CA 93536 regulations. unless it lists the contract, purchase order, work space below from water damage or damage from units that have attached garages or fuel burning PH: 661.724.2082 order, or change order number. falling debris. appliances shall be provided with a carbon FX: 661.724.2082 13. Construction materials shall be spread out if monoxide alarm in accordance with Section SURVEY E: [email protected] placed on framed floors or roof. Load shall not 25. Clean-up 8. Restore all removed cementitious fireproffing R315.1. Carbon monoxide alarms shall only be 8 exceed the design live load per square foot. The contractor shall clean and remove from the with new fireproffing to achieve required rating. required in the specific dweeling unit or sleeping NTS Contractor shall provide adequate shoring and/or site any debris and unused materials. Unused Repair work to be satisfactory with county building unit for which the permit is obtained. bracing where structure has not attained design materials, equipment, scaffolding, and debris shall inspectors. strength. be removed from the site at completion. Final 26. Lots shall be graded to drain surface water cleaning shall include: removal of all grease, dust, 9. Provide ceiling access panels as required to away from foundation walls with a minimum fall of According to the Alameda County assessor, as well SURVEY CONSULTANT: 14. No deviation from the structural design without stains, labels, fingerprints, paint spots from the allow for service of or adjustment to any valves or 6 inches within the first 10 feet. CLIENT: LOID DER AND SABINE ROEHL Paul Webb 2724 Ninth Street Suite B written approval of the structural engineer and site, and exposed interior and exterior finish mechanical items as required. Access panels to be as communication with building authorities, the Berkeley, CA 94710 building department authority to deviate from the surfaces; polish surfaces so designated to shine flush with ceiling and painted to match ceiling. 27. Skylights and sloped glazing shall comply with property appears to have the following specifics: SCOPE OF WORK: ADDITION AND REMODEL TO plans or specifications. finish; and repair, patch or touch up, or replace Provide rated access panels in rated ceiling equal section R308.6. AN EXISTNG TWO STORY SFR TO BE A TWO STORY marred surfaces to specified finish, or to match to the level of protection as that of the ceiling. HOUSE adjacent surfaces. 28. Unit skylights shall be labeled by a LA City Parcel# APN 065-2641-081-00 15. All material stored on the site shall be stacked CONTRACTOR: neatly on skids, platforms or blocking "high and 10. Drywall contractor to carefully study the Approved Labeling Agency. Such label shall stte Lot SF 5000 SF FIRST FLOOR AREA: 974 INT SF / 1095 EXT SF FOR DESIGN REVIEW ONLY architectural and interiors drawings and provide 20 the approved labeling agency name, product dry" protected as recommended by the manufac- SUPPLEMENTAL NOTES E Bldg Living area: 1382 SF FIRST FLOOR E GARAGE AREA: E 241 SF turers from potential damage and deterioration ga. backing where required for attachment of all designation and performance grade rating Year Built: 1925 caused by the elements. 1. General conditions of the contract for construc- items to be wall mounted. (research report not required). SECOND FLOOR AREA: 883 INT SF + 91 SF STAIR / tion will be those agreed upon by and between the STORY: Single story 1095 EXT SF NOT FOR CONSTRUCTION 16. All equipment, hardware, and other items shall owner and the contractor. However, for the CONSTRUCTION NOTES: 29. A copy of the evaluation report and/or condi- Total # of rooms: 6 be supplied as specified, unless changes are purpose of compiling these specifications, it has tions of listing shall be made available at the job Total # of bedrooms: 3 TOTAL PROPOSED AREA (SFD): 1857 IN SF ISSUE: 11/20/17 reviewed and accepted by both owner and been assumed that the general conditions will be 1. Construction to comply with all local, state, and site. Garage: 1 car detached garage 2190 EXT SF architect. If changes are required for any reason to those contained in the AIA Document A111, a national codes. comply with the design intent, contractor shall copy of which is on file at the office of the archi- 30. Smoke detectors shall be provided for all Lot Area (Calculated): 5,000 (sq ft) E GARAGE AREA: 241 GARAGE notify architect immediately with recommendation tect. 2. All dimensions are shown to face of finish u.o.n. dwelling units intended for human occupancy, Thomas Brothers Grid: of remedial course of action. upon the owner's application for permit for Assessor Parcel No. APN 065-2641-081-00 TOTAL PROJECT AREA: 1857 IN SF 2190 EXT SF 2. Should errors, omissions, or discrepancies 3. Contractor shall field verify all dimensions, alterations, repairs, or additions, exceeding one Jurisdictional Information 17. Contractor shall notify utility companies prior appear in drawings or specification, or in the work notify architect immediately of any and all dimen- thousand dollars ($1,000). CONSTRUCTION: to excavating for utilities and shall be responsible done by others affecting this work, the architect sional discrepencies before proceeding with work. Planning and Zoning Information TYPE V-B (1 HR RATED, FULLY SPRINKLERED) for locating all underground construction prior to shall be notified at once and will issue instructions 31. Automatic garage door openers, if provided, Zoning: R1 SFR OCCUPANCY: excavation. Contractor shall notify owner and as to procedure. 4. Contractor to install prefabricated fireplaces shall be listed in accordance with UL 325. General Plan Land Use: Residential architect of any conditions found. (City of LA approved) as per manufacturer's R-3 (RESIDENCE) 3. The contractor shall conform to and abide by all recommendations and in compliance with all 32. Bathrooms, water closet compartments and Lot Size: 40’ X 125’ 18. The contractor shall provide all necessary local, city, county, and state building and safety relavent building codes. other similar rooms shall be provided natural FAR: .55 Max SF FIRE SPRINKLER SYSTEM: REVISIONS: blocking, backing, framing, hangers or other laws. Such laws shall be considered as part of ventilation or with mechanical ventilation capable NFPA-13D SPRINKLER SYSTEM BY OTHERS SEE PDF'S-2017 support for all fixtures, equipment and cabinetry. these specifications and the provisions of such 5. Contractor to provide spark arrestor in chim- of 50 cfm exhausted directly to the outside. (NOTE: THE SPRINKLER SYSTEM SHALL BE regulations shall be observed. The contractor shall neys of all fireplaces with openings not to excede PROJECT DATA 19. Regulations, Taxes, and Permits notify the architect if drawings or specifications 1/2" firecode 11.111. 33. Provide anti-graffiti finish within the first 9 feet, NTS 7 APPROVED BY PLUMBING DIVISION PRIOR TO The whole of the work shall be executed in strict are at variance. Should the contractor perform any measured from grade, at exterior walls and doors. INSTALLATION) accordance with the regulations and codes of the work contrary to such laws, or regulations, he/she 6. Top of chimney to extend a minimum of 3' governmental agencies whose jurisdiction is shall bear all costs arising. above any roof within 10'. 34. Heater shall be capable of maintaining a MAX. BUILDING HEIGHT: DATE: DRAWN: SCALE: applicable. The owner shall pay for plan checking minimum roof temperature of 68 degrees F at a 28'-0" FROM STREET. BUILDING HEIGHT FROM and building permits. Each sub-contractor shall 4. Named products make no guarantees for 7. All plumbing, electric, and hvac fixtures and point 3 feet above the floor and 2 feet from 11.20.17 1/4"=1'-0" ARCHITECTURAL: AS NOTED satisfy local permit, license, insurance and safety products identified by trade name or manufacturer. equipment to be city of la approved and installed exterior walls in all habitable rooms at the design GRADE 24'-0" requirements and shall be responsible for the job according to applicable codes. Plumbing fixtures temperature. inspections pertaining to his/her trade. All appli- 5. The contractor shall review all documents are required to be connected to a sanitary sewer A0-1 COVER/TITLE SHEET - SURVEY APPLICABLE BUILDING CODES: cable sales taxes shall be included in contract. related to this project for errors, omissions, and or an approved sewage disposal system. 35. Protection of wood and wood based products A0-2 EXISTING ELEVATIONS ALL NEW CONSTRUCTION PROPOSED TO WITH Sub contractor shall obtain and pay for all permits discrepancies prior to the start of construction. from decay shall be provided in the locations CONFORM TO THE APPLICABLE BUILDING CODES pertaining to his/her trade. The contractor shall arrange a pre-construction 8. Provide ultra flush water closets for new specifiedper section R317.1 by the use of naturally A1-1 FIRST FLOOR PLAN meeting to review errors, omissions and discrep- construction. Existing shower heads and toilets durable wood or wood that is preservative-treated A1-2 SECOND FLOOR PLAN 20. Submittals ancies prior to the performance of any work. must be adapted for low water consumption. New in accordance with AWPA U1 for the species, Contractor shall submit 3 copies of required shop toilets to be 1.28 ga. or less. product, preservative and end use. Preservatives A1-3 ROOF PLAN PROJECT INFO drawings, calculations of fabricated products, and 6. The builder shall provide the owner a list of the shall be listed in Section 4 of AWPA U1. NTS 6 5 copies of manufacturer's catalog sheets, heating, cooling, water heating, and warranty 9. Glazing used for shower doors / bath enclo- A2-1 SECTIONS brochures, color samples, installation instructions, manuals, and lighting systems, and conservation sures to be tempered saftey glass and shall pass 36. Buildings shall have approved address A2-2 SECTIONS etc. on manufactured products used or installed or solar devices installed in the building and ubc standard no. 54-2 and comply with 91.807, numbers, building numbers or approved building A3-1 EXTERIOR ELEVATIONS NORTH for the project owner's acceptance. The archi- instructions on how to use them efficiently. 91.2406.4.5 identification. tect's approval of submittals and shop drawings A3-2 EXTERIOR ELEVATIONS shall not relieve the contractor from the responsi- 7. After installing insulation, the installer shall post 10. All wet areas in kitchen and baths to have 5/8" 37. Every space inteded for human occupancy bility for deviations from drawings or specifications in a conspicuous location in the building a greenboard at walls and ceiling. shall be provided with natural light by means of A4-1 ELEVATION RENDERINGS unless he/she has, in writing, called the architect's certificate signed by the installer and the builder exterior glazind openings in accordance with A4-2 ELEVATION RENDERINGS COVER SHEET attention to such deviations at the time of submis- stating that the installation conformswith the 11. Provide 70" min. high non absorbant wall Section 1205.2 of shall be provided with light that A4-3 ELEVATION RENDERINGS sions; nor shall the contractor be relieved from requirements of Title 24, part 2, Chapter 2-53, and adjacent to shower and approved shatter-resistant is adequate to provide and average illumination of responsibility for errors of any sort in the shop that materials installed conform with the require- materials for shower enclosure. 10 foot-candles over the area of the room at a L-1 LANDSCAPE PLANS SURVEY/SITE drawings. ments of Title 20, Chapter 2. The certificate shall height of 30" above the floor level. (1205.1 and state the manufacture's name and material 12. Every space intended for human occupancy 1205.3) L-2 LANDSCAPE PLANS 21. Supply new, purely unadulterated, first line identification, the installed R-value, and weight per shall be provided with natural light by means of quality manufactured materials shipped to job site square foot. exterior glazed openings in accordance with GENERAL NOTES 5 SHEET INDEX 4 ------3 MAP 2 EXISTING/PROPOSED 1 NTS NTS NTS NTS NTS A0-1 PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form 2”

/ CONTACT 5’ 1 Yasi Vafai 3’ 7

1 +/-12’ 4” +/-12’ +/- 1 3’ 1 832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159

STRUCTURAL ENGINEER: FRONT / EAST ELEVATION REAR / WEST ELEVATION 1/8" = 1'-0" 1 1/8" = 1'-0" To be determined 2

SOILS ENGINEER: NA 5’ +/- 1 8” ENERGY ANALYST, CEPE: 4’ KIM M. HOGAN ” 6

+/- 1 SHEER ENERGY 2’ 28016 MALINDA ST

+/- 1 LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

SIDE / NORTH ELEVATION 3 SURVEY CONSULTANT: 1/8" = 1'-0" Paul Webb 2724 Ninth Street Suite B Berkeley, CA 94710

CONTRACTOR:

ISSUE: 11/20/17

REVISIONS: ” 6 8”

2’ 4’ +/- 1 +/- 1 DATE: DRAWN: SCALE: 11.20.17 1/ 8"=1'-0" AS NOTED

SIDE / SOUTH ELEVATION 1/8" = 1'-0" 4

FOR DESIGN REVIEW ONLY EXISTING SITE NOT FOR CONSTRUCTION ELEVATIONS A0-2 PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159 125'-0"

24'-3 3/4" 17'-3" 2'-2 1/2" 16'-2 1/2" 42'-4 1/2" 12'-0" 10'-7 3/4" STRUCTURAL ENGINEER: 2'-2 1/2" 16'-2 1/2" 1'-3" 9'-6" 16'-6" 1'-1 1/2" 4'-10 1/2" 1 1/2" 7'-7 1/2" 1'-4 1/2" 12'-0" 10'-7 3/4" 1'-3" 9'-6" 16'-6" 1'-1 1/2" 4'-10 1/2" 1 1/2" 7'-7 1/2" 1'-4 1/2" 4'-3" 7'-9" To be determined 1'-1 1/2" 1 1/2" 1 1/2" 9'-6" 3'-5" 10'-1" 3'-0" 2'-10 1/2" 3'-1 1/2" 1 1/2" 7'-7 1/2" 1'-3" 4'-0" 18'-7 3/4"

EXISTINGexisting GARAGE garage TO REMIAN to remian drivewayDRIVEWAY driveway driveway 2 A3-1 6'-6" SOILS ENGINEER: SEE L-1 SEE L-1 NA 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" FROM AWAY HOUSE 3'-6" LANDSCAPE ARCHITECT: Sue Oda SLOPE THE 510.684.8789 1/2" 1/2" 1/2"

1/4" 1 1 1 [email protected] 1/2" 1/2" 3/4" 3/8" 8

1'-3" 1'-3" A 9 10 1'-3" 3/4" 3/4" 5/8" 1'-4 1'-4 4 4 5

UP UP ENERGY ANALYST, CEPE: KIM M. HOGAN 3'-0" UP SHEER ENERGY 3'-0" 28016 MALINDA ST 2'-5 1/8" 7'-7 7/8" SLOPE AWAY FROM LANCASTER CA 93536 10'-1" 3'-0" THE HOUSE PH: 661.724.2082 3 FX: 661.724.2082 OPEN TO ABOVE

5'-6" E: [email protected] A3-2 PLANTER

1 1/8" B A3-1

15'-10 DINING ROOM

4 40'-0" SURVEY CONSULTANT: A2-1 Paul Webb 2724 Ninth Street Suite B 1/2" 1/2" 1/2" Berkeley, CA 94710

3 20'-9" 20'-9" 20'-9" 20'-9" 20'-7 20'-7 20'-7 A2-1 26'-0" 26'-0"

CONTRACTOR: 1/8" 11'-7 1'-0" ISSUE: 11/20/17 3'-0" EL 51'-11 1/2" EL 52'-0" 2'-0" EL 52'-0" EL 51'-11 1/2" SEE L-1 4 1/8" 3'-0" 10'-0" 3'-0" 1'-8" 3'-0" 2'-3 1/4" 3/8" 6" 1'-9 KITCHEN 3'-0" POWDER ROOM LIVING ROOM 5/8" 1'-2 1/4" 1/4" 1/8" BACK DECK 24" DEEP CABINET 30" DEEP CABINET FRONT DECK FRONT YARD 1/4" 1/4" 1/4" 1/2" 5/8" 1/2" 3'-7 2'-11 2'-11 2'-8 2'-8 2'-8 2'-0" 4'-1 1'-8 3'-10 3/8" 3/8" 3/4" 3/4" 1/4" 1/4" 3 3 7/8" 3/8" C 9 1'-0 1'-0 1'-2 1'-2 10 1/2" 1/2" 1/2" 1 1 1 REVISIONS: SEE PDF'S-2017 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

1'-1 1/2" 1'-4 1/2" 6" 1 1/2" DATE: 1 1/2" 3'-0" 10'-0" 3'-0" 6" 3'-1 1/2" 1'-5 1/4" 3'-0 3/4" 1'-1 1/2" 12'-9 3/4" 1'-0 3/4" 12'-0" 10'-7 3/4" DRAWN: SCALE: 1'-3" 17'-10 1/2" 3'-1 1/2" 5'-0" 1'-1 1/2" 12'-9 3/4" 1'-2 1/4" 12'-0" 10'-7 3/4" 11.20.17 1/4"=1'-0" AS NOTED 1'-3" 26'-0" 1'-1 1/2" 12'-9 3/4" 1'-2 1/4" 22'-7 3/4"

2'-2 1/2" 16'-2 1/2" 42'-4 1/2" 12'-0" 10'-7 3/4" 24'-3 3/4" 17'-3" 18'-5" 54'-4 1/2" 10'-7 3/4"

2 4 1 1 A2-1 A3-2 2 A2-1 3

NORTH

FOR DESIGN REVIEW ONLY FIRST NOT FOR CONSTRUCTION FLOOR PLAN A1-1 FIRST FLOOR PLAN 1 1/4" = 1'-0" PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159 59'-11 3/4" 42'-4 1/2" 22'-7 3/4"

1'-3" 26'-0" 1'-1 1/2" 12'-7 1/2" 1'-4 1/2" 22'-7 3/4" STRUCTURAL ENGINEER: 1 1/2" 7 1/2" 24'-3 3/4" 17'-3" 2'-2 1/2" 16'-2 1/2" 1'-3" 9'-4 1/2" 5'-4 1/8" 6" 10'-7 7/8" 6" 12'-7 1/2" 1'-4 1/2" 22'-7 3/4" To be determined 1'-1 1/2" 7 1/2" 1'-0 3/4" 1 1/2" 1 1/2" 9'-4 1/2" 3'-5" 2'-5 1/8" 7'-7 7/8" 3'-0" 6" 1'-9" 10'-10 1/2" 2 1/4" 1 1/2" 12'-0" 10'-7 3/4"

EXISTING GARAGE TO REMIAN DRIVEWAY 2 A3-1

SOILS ENGINEER: NA 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

LANDSCAPE ARCHITECT: Sue Oda 510.684.8789 1/2" 1/2" 1 1 7/8" [email protected] 1/2" 1/2" 3/8" 3/8"

1'-3" 1'-3" A 9 9 10 1/8" 1/8" 5/8" MASTER BEDROOM STAIRWAY 1'-4 1'-4 4 4

BEDROOM 1 5

DN ENERGY ANALYST, CEPE: KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536

1/2" PH: 661.724.2082 1/4"

3 8'-5 FX: 661.724.2082 9'-4 OPEN TO BELOW A3-2 1/2" E: [email protected] 1/2" 1/2" 11'-4 EL 52'-0" 1 12'-10 12'-10 B A3-1 DN 3/4" 2 4 40'-0" SURVEY CONSULTANT: 6" A2-1 Paul Webb 2724 Ninth Street Suite B 1/4" 3/8" EL 63'-6" 1 Berkeley, CA 94710 2'-8

3 20'-9" 1/2"

2'-8" A2-1 HALLWAY 6" 6" 26'-0" 26'-0" 23'-4 3/8" 6" 1 CONTRACTOR: CLOSET GUEST BEDROOM

6" 2 1/8" 1/2" 1/2" 2'-6" 3'-8 1/8" 2'-6" 5'-4 1/4" 2'-8" 6 1/4" 2'-9 3/4" 6" 2'-8" 1'-11 5/8" 6" 2'-0"1 1/2" 11'-3 3/4" 4'-0" 4'-4

4'-10 3'-4 1/4" 2'-8" 2'-7 7/8" 1/2" 1/2"

8'-10 8'-10 ISSUE: 11/20/17 6" 6" MASER BATHROOM EL 63'-6" EL 51'-11 1/2" SEE L-1 BATHROOM 1/8" 4'-1 1/2" 1/2" 5'-7 5'-7

FRONT DECK 1/4" 1/4" 3/8" 1/2" 2'-8 2'-8

1'-6 BEDROOM 2 3'-10 5/8" 1/4" 1/2" 1/2" 3/4" 5 6 1/4" 1/4" 3/8" C 9 1'-4 1'-4 1'-0 1'-2 1/2" 1/2" 10 1 1 REVISIONS: SEE PDF'S-2017 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

1 1/2" 3/4" 9 3/8" 2'-3 3/8" 6" 6" 1'-0 3/4" DATE: 4 1/8" 1 1/2" 5'-10 1/8" 3/4" 8'-4 1/2" 1 1/2" 8'-1 1/2" 1'-1 1/2"1'-6" 11'-1 1/2" 2 1/4" 1 1/2" 12'-0" 10'-7 3/4" DRAWN: SCALE: 1'-3" 8'-3" 7 1/2" 8'-4 1/2" 7 1/2" 8'-1 1/2" 1'-1 1/2"1'-6" 11'-1 1/2" 1'-4 1/2" 22'-7 3/4" 11.20.17 1/4"=1'-0" AS NOTED 1'-3" 26'-0" 1'-1 1/2" 12'-9 3/4" 1'-2 1/4" 22'-7 3/4" 42'-4 1/2" 22'-7 3/4" 24'-3 3/4" 17'-3" 18'-5" 50'-0 1/2" 14'-11 3/4"

2 4 1 1 A2-1 A3-2 2 A2-1 3

NORTH

FOR DESIGN REVIEW ONLY SECOND NOT FOR CONSTRUCTION FLOOR PLAN A1-2 SECOND FLOOR PLAN 1 1/4" = 1'-0" PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159 59'-11 3/4" 42'-4 1/2" 22'-7 3/4"

24'-3 3/4" 17'-3" 18'-5" 1'-3" 26'-0" 1'-1 1/2" 12'-7 1/2" 1'-4 1/2" 22'-7 3/4" STRUCTURAL ENGINEER:

24'-3 3/4" 17'-3" 2'-2 1/2" 16'-2 1/2" 10 7/8" 15'-8 1/4" 7'-7 7/8" 16'-11 1/4" 1'-2 1/4" To be determined

SLOPE TO PUBLIC SLOPE TO PUBLIC SLOPE TO PUBLIC SLOPE TO PUBLIC existing garage to remian driveway RIGHT OF WAY RIGHT OF WAY RIGHT OF WAY RIGHT OF WAY FOR DRAINAGE FOR DRAINAGE 2 FOR DRAINAGE FOR DRAINAGE @ DRIVEWAY @ DRIVEWAY A3-1 @ DRIVEWAY @ DRIVEWAY

SOILS ENGINEER:

AWAY AWAY AWAY NA HOUSE HOUSE HOUSE 10'-0" 10'-0" 10'-0" 10'-0" DRAINAGE DRAINAGE DRAINAGE

GUTTER AND DOWNSPOUT TYP SLOPE FROM FOR SLOPE FROM FOR SLOPE FROM FOR

LANDSCAPE ARCHITECT: Sue Oda 510.684.8789

7/8" 7/8" [email protected] 1/2"

1'-3" 1'-3" A 10 10 1/8" 1'-4 4 THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED 7/8" 7/8"

3'-0" ENERGY ANALYST, CEPE: SPACE TO ALLOW FOR

2'-7 2'-7 INSTALLATION OF A DOUBLE POLE KIM M. HOGAN CIRCUIT BREAKER FOR A FUTURE SHEER ENERGY SOLAR ELECTRIC INSTALLATION. 28016 MALINDA ST THE RESERVED SPACE SHALL BE LANCASTER CA 93536 POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT PH: 661.724.2082 3 FEEDER LOCATION OR MAIN FX: 661.724.2082 CIRCUIT LOCATION AND SHALL BE 3/8" 5'-6" 5'-6" A3-2 E: [email protected]

PERMANENTLY MARKED AS ‘FOR 5'-8 FUTURE SOLAR ELECTRIC’. (4.211.4, ENERGY CODE §110.10) 1 B A3-1

4 40'-0" SURVEY CONSULTANT: A2-1 Paul Webb 2724 Ninth Street Suite B Berkeley, CA 94710 3 1/2"

A2-1 1/4" 26'-0" 26'-0" 23'-4 23'-5 CONTRACTOR: AREA FOR FUTURE PV PANELS: 250 SF MIN PROVIDE 1" CONDUIT PER 4.211.4

5/8" 5/8" 7/8" 15'-2 15'-2 TOTAL OF__ 15'-5 ISSUE: 11/20/17 RAIN BARRELS 55 GAL EACH PER DRAINAGE CODE __ ON EACH SIDE OF THE BUILDING +/- EL 75'-0" EL 51'-11 1/2" SEE L-1 SEE DETAIL ON A4-3 FOOT PRINT OF ADDITION 1915 SF FOR MIN___ SF OF LANDSCAPE AREA SEE ELEVATIONS FOR EXACT LOCATION DO NOT ENTERFERE WITH WINDOW LOCATION WATER PROOF COMPLETELY ALL AS REQUIRED 1/4" 1/2" 1/2" 6

+/- EL 76'-0" 1/4" 7/8" 1/4" C 1'-4 1'-4 1'-2 10 10 REVISIONS: SEE PDF'S-2017 4'-0" 4'-0" 4'-0" 4'-0"

DATE: DRAWN: SCALE: 11.20.17 1/4"=1'-0" AS NOTED 1'-3" 26'-0" 1'-1 1/2" 12'-9 3/4" 1'-2 1/4" 22'-7 3/4" 42'-4 1/2" 22'-7 3/4" 24'-3 3/4" 17'-3" 18'-5" 50'-0 1/2" 14'-11 3/4"

2 4 1 1 A2-1 A3-2 2 A2-1 3

NORTH

FOR DESIGN REVIEW ONLY ROOF PLAN NOT FOR CONSTRUCTION ROOF PLAN 1 1/4" = 1'-0" A1-3 PROJECT: CLASS "A" TORCH DOWN ROOF 967 Curtis Street MIN SLOPE 2.1" PER 12" SEE ROOF PLAN Albany, California 94706-1159 COORDINATE DWN SPTS AT SITE TYP. DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET WATER AND WEATHER PROOF AS REQUIRED PER CODE

24'-0" MAX HEIGHT DESIGN: 5/8" FRM

2'-1 CL OF ST BLACK PAPER OVER FRAMING 10" PLYWOOD OVER BLACK PAPER PAINTED BALCK 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 1'-2" 20'-8 3/8" WATER AND WEATHER PROOF AS REQUIRED PER CODE 3/8" 20'-6"

2 y - form GYP BRD AT CLG TYP PER CODE 3/8" WINDOWS SEE SCHEDULE CONTACT

WATER AND WEATHER PROOF AS REQUIRED 6'-4

5'-0" Yasi Vafai

GYP BRD AT WALLS TYP PER CODE 3/8" 832 Nowita Place

R-21 INSULATION AT WALLS 10'-2 Venice, Ca 90291 15'-6" c. 310.435.3090 e. [email protected] 4'-0" 4'-0" CARPET PER OWNER AT FLOOR Copyright OVER FRAMING AND PLYWOOD 2017 INSTAL AS REQUIRED 24'-0" 11'-6" Yasi Vafai

1'-6" 1'-6" 1'-6" CLIENT: 10'-0" PL GYP BRD AT CLG TYP PER CODE Loid Der & Sabine Roehl SLIDING GLASS DOOR TO FRONT YARD 967 Curtis Street WATER AND WEATHER PROOF ETC PER CODE AS REQ 2'-0" Albany, California 94706-1159

POWDER ROOM

2'-0" STRUCTURAL ENGINEER: CABINETS PER OWNER INSTALL AS REQ AND PER CODE To be determined

KITCHEN CABINETS PER OWNER 10'-0" 10'-0" INSTALL AS REQ AND PER CODE

6'-0" exisitng garage 62 3/8" FSOG @ GROUND FLOOR EL FF

1/8" @ GRG

SEE STRUCTURAL DRAWINGS 0" 1'-9 7" FOR STRUCTURAL INFO TYP. 8" SEE CIVIL DRAWINGS FOR WATER FLOW SOILS ENGINEER:

AND DRAINAGE PLAN 3'-6" NA

47 3/8" SLOPE ALL EXTERIOR FLOOR SURFACES EL FSW AWAY FROM THE BUILDING TYP. WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE

WATER PROOF ALL ENTRY POINTS AS REQ

SEE ALL INTERIOR ELEVATIONS SEE ALL DETAILS ALL WORK SHALL BE MIN PER CODE AND AS REQ LONGITUDINAL SECTION THRU THE HOUSE 3 ENERGY ANALYST, CEPE: 1/4" = 1'-0" KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

CLASS "A" CLASS "A" TORCH DOWN ROOF TORCH DOWN ROOF MIN SLOPE 2.1" PER 12" MIN SLOPE 2.1" PER 12" SURVEY CONSULTANT: SEE ROOF PLAN SEE ROOF PLAN Paul Webb 2724 Ninth Street Suite B COORDINATE DWN SPTS AT SITE TYP. COORDINATE DWN SPTS AT SITE TYP. Berkeley, CA 94710 DWN SPTS SHALL BE PAINTED DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET CONTRACTOR: WATER AND WEATHER PROOF AS REQUIRED PER CODE 24'-0" EXTEND PLYWOOD ON PARAPET 24'-0" SKYLIGHT WATER AND WEATHER PROOF WATER AND WEATHER PROOF 5/8" AS REQUIRED PER CODE 5/8"

AS REQUIRED PER CODE sky light 2'-1 2'-1 1'-0" 1'-0" 21'-8 1/2" BLACK PAPER OVER FRAMING BLACK PAPER OVER FRAMING

wall to bedroom 1'-2" 1'-2" PLYWOOD OVER BLACK PAPER PAINTED BALCK 20'-8 3/8" PLYWOOD OVER BLACK PAPER PAINTED BALCK 20'-8 3/8" ISSUE: 11/20/17 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 3/8" 20'-6" 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 3/8" 20'-6" WATER AND WEATHER PROOF AS REQUIRED PER CODE 2 WATER AND WEATHER PROOF AS REQUIRED PER CODE 2 GYP BRD AT CLG TYP PER CODE GYP BRD AT CLG TYP PER CODE 3/8" 3/8"

WINDOWS SEE SCHEDULE 6'-2 WINDOWS SEE SCHEDULE 6'-2 WATER AND WEATHER PROOF AS REQUIRED 5'-0" WATER AND WEATHER PROOF AS REQUIRED 5'-0" 3/8" 3/8" GYP BRD AT WALLS TYP PER CODE GYP BRD AT WALLS TYP PER CODE 10'-2 10'-2 R-21 INSULATION AT WALLS 15'-6" R-21 INSULATION AT WALLS 15'-6" cabinet bedroom to 4'-0" 4'-0" 4'-0" 4'-0" REVISIONS: stair hall door CARPET PER OWNER AT FLOOR CARPET PER OWNER AT FLOOR SEE PDF'S-2017 OVER FRAMING AND PLYWOOD office OVER FRAMING AND PLYWOOD INSTAL AS REQUIRED 11'-6" INSTAL AS REQUIRED 11'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 10'-0" 10'-0" GYP BRD AT CLG TYP PER CODE GYP BRD AT CLG TYP PER CODE SLIDING GLASS DOOR TO FRONT YARD 2'-0" SLIDING GLASS DOOR TO FRONT YARD 2'-0" DATE: DRAWN: SCALE: WATER AND WEATHER PROOF ETC PER CODE AS REQ WATER AND WEATHER PROOF ETC PER CODE AS REQ 11.20.17 1/4"=1'-0" AS NOTED

POWDER ROOM 2'-0" CABINETS PER OWNER 2'-0" INSTALL AS REQ AND PER CODE CABINETS PER OWNER CABINETS PER OWNER INSTALL AS REQ AND PER CODE INSTALL AS REQ AND PER CODE 10'-0" 10'-0" 10'-0" 10'-0" KITCHEN CABINETS PER OWNER CABINETS PER OWNER INSTALL AS REQ AND PER CODE INSTALL AS REQ AND PER CODE room kitchen STAIRS cabinets 6'-0" CABINETS PER OWNER 6'-0" INSTALL AS REQ AND PER CODE powder FSOG @ GROUND FLOOR FSOG @ GROUND FLOOR dinning room kitchen 0" 0" 7" 7" SEE STRUCTURAL DRAWINGS 8" SEE STRUCTURAL DRAWINGS 8" FOR STRUCTURAL INFO TYP. FOR STRUCTURAL INFO TYP. SEE CIVIL DRAWINGS FOR WATER FLOW SEE CIVIL DRAWINGS FOR WATER FLOW AND DRAINAGE PLAN AND DRAINAGE PLAN SLOPE ALL EXTERIOR FLOOR SURFACES SLOPE ALL EXTERIOR FLOOR SURFACES FOR DESIGN REVIEW ONLY AWAY FROM THE BUILDING TYP. AWAY FROM THE BUILDING TYP. WATER & WEATHER PROOF ALL EXTERIOR WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE SECTIONS SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ WATER PROOF ALL ENTRY POINTS AS REQ NOT FOR CONSTRUCTION SEE ALL INTERIOR ELEVATIONS SEE ALL INTERIOR ELEVATIONS SEE ALL DETAILS SEE ALL DETAILS ALL WORK SHALL BE MIN PER CODE AND AS REQ ALL WORK SHALL BE MIN PER CODE AND AS REQ A2-1 CROSS SECTION THRU KITCHEN 2 CROSS SECTION THRU LIVING ROOM 1 1/4" = 1'-0" 1/4" = 1'-0" PROJECT: CLASS "A" TORCH DOWN ROOF 967 Curtis Street MIN SLOPE 2.1" PER 12" SEE ROOF PLAN Albany, California 94706-1159 COORDINATE DWN SPTS AT SITE TYP. DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET WATER AND WEATHER PROOF AS REQUIRED PER CODE

24'-0" DESIGN: 5/8" 2'-1 BLACK PAPER OVER FRAMING PLYWOOD OVER BLACK PAPER PAINTED BALCK 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 1'-2" 20'-8 3/8" WATER AND WEATHER PROOF AS REQUIRED PER CODE 3/8" 20'-6"

2 y - form GYP BRD AT CLG TYP PER CODE WINDOWS SEE SCHEDULE WATER AND WEATHER PROOF AS REQUIRED CONTACT

5'-0" Yasi Vafai CABINETS BY OWNER 832 Nowita Place R-21 INSULATION AT WALLS Venice, Ca 90291 15'-6" GYP BRD AT WALLS TYP PER CODE c. 310.435.3090 e. [email protected] PL 4'-0" CARPET PER OWNER AT FLOOR Copyright OVER FRAMING AND PLYWOOD 2017 INSTAL AS REQUIRED 11'-6" 24'-0" Yasi Vafai

1'-6" CLIENT: 10'-0" GYP BRD AT CLG TYP PER CODE Loid Der & Sabine Roehl SLIDING GLASS DOOR TO FRONT YARD 967 Curtis Street WATER AND WEATHER PROOF ETC PER CODE AS REQ 2'-0" Albany, California 94706-1159

POWDER ROOM

2'-0" STRUCTURAL ENGINEER: 3/8" CABINETS PER OWNER 8'-1" INSTALL AS REQ AND PER CODE 7'-5 To be determined KITCHEN CABINETS PER OWNER INSTALL AS REQ AND PER CODE 6'-0" EXISTING GARAGE TO REMAIN FSOG @ GROUND FLOOR

SEE STRUCTURAL DRAWINGS 0"

FOR STRUCTURAL INFO TYP. 7" SEE CIVIL DRAWINGS FOR WATER FLOW SOILS ENGINEER: AND DRAINAGE PLAN 3'-6" NA SLOPE ALL EXTERIOR FLOOR SURFACES AWAY FROM THE BUILDING TYP. WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ

SEE ALL INTERIOR ELEVATIONS

SEE ALL DETAILS ALL WORK SHALL BE MIN PER CODE AND AS REQ LONGITUDINAL SECTION THRU THE HOUSE 4 ENERGY ANALYST, CEPE: 1/4" = 1'-0" KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

SURVEY CONSULTANT: Paul Webb 2724 Ninth Street Suite B Berkeley, CA 94710

CONTRACTOR:

ISSUE: 11/20/17

REVISIONS: SEE PDF'S-2017

DATE: DRAWN: SCALE: 11.20.17 1/4"=1'-0" AS NOTED

FOR DESIGN REVIEW ONLY NOT FOR CONSTRUCTION SECTIONS A2-2 CLASS "A" TORCH DOWN ROOF PROJECT: MIN SLOPE 2.1" PER 12" SEE ROOF PLAN COORDINATE DWN SPTS AT SITE TYP. 967 Curtis Street DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE Albany, California 94706-1159 R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET WATER AND WEATHER PROOF AS REQUIRED PER CODE 24'-0" 5/8"

BLACK PAPER OVER FRAMING 2'-1 PLYWOOD OVER BLACK PAPER PAINTED BLACK DESIGN:

1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 1'-2" 20'-8 3/8"

WATER AND WEATHER PROOF AS REQUIRED PER CODE 3/8" 20'-6" 2

WINDOWS SEE SCHEDULE y - form WATER AND WEATHER PROOF AS REQUIRED 5'-0"

3/8" CONTACT

10'-2 Yasi Vafai 15'-6" 832 Nowita Place Venice, Ca 90291

PL 4'-0" PL c. 310.435.3090 e. [email protected] 3/8" 11'-6" Copyright 22'-11 1'-6" 1'-6" 2017 10'-0" Yasi Vafai FRONT ENTRY DOOR WATER AND WEATHER PROOF ETC PER CODE AS REQ 2'-0" CLIENT: Loid Der & Sabine Roehl 967 Curtis Street

WINDOWS SEE SCHEDULE 2'-0" Albany, California 94706-1159 WATER AND WEATHER PROOF AS REQUIRED

STRUCTURAL ENGINEER: 10'-0"

To be determined 6'-0"

FSOG @ GROUND FLOOR

0" SEE STRUCTURAL DRAWINGS 7" FOR STRUCTURAL INFO TYP.

SEE CIVIL DRAWINGS FOR WATER FLOW 3'-6" AND DRAINAGE PLAN SLOPE ALL EXTERIOR FLOOR SURFACES SOILS ENGINEER: AWAY FROM THE BUILDING TYP. NA

WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ SEE ALL INTERIOR ELEVATIONS SIDE / SOUTH ELEVATION 2 SEE ALL DETAILS 1/4" = 1'-0" ALL WORK SHALL BE MIN PER CODE AND AS REQ

ENERGY ANALYST, CEPE: KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

CLASS "A" TORCH DOWN ROOF MIN SLOPE 2.1" PER 12" SURVEY CONSULTANT: SEE ROOF PLAN Pual Webb 2724 Ninth Street Suite B COORDINATE DWN SPTS AT SITE TYP. Berkeley, CA 94710 DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET CONTRACTOR: WATER AND WEATHER PROOF AS REQUIRED PER CODE 24'-0" 5/8" 2'-1

BLACK PAPER OVER FRAMING PLYWOOD OVER BLACK PAPER PAINTED BLACK 1'-2" 20'-8 3/8" ISSUE: 11/20/17 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 3/8" 20'-6" WATER AND WEATHER PROOF AS REQUIRED PER CODE 2 GYP BRD AT CLG TYP PER CODE WINDOWS SEE SCHEDULE WATER AND WEATHER PROOF AS REQUIRED 5'-0"

9'-2" 15'-6"

4'-0" REVISIONS: SLIDING GLASS DOOR TO FRONT YARD WATER AND WEATHER PROOF ETC PER CODE AS REQ SEE PDF'S-2017 11'-6" 1'-6" 1'-6" 10'-0"

2'-0" DATE: DRAWN: SCALE: 11.20.17 1/4"=1'-0" AS NOTED 2'-0" 10'-0" 6'-0"

FSOG @ GROUND FLOOR

0" SEE STRUCTURAL DRAWINGS 7" FOR STRUCTURAL INFO TYP.

SEE CIVIL DRAWINGS FOR WATER FLOW AND DRAINAGE PLAN SLOPE ALL EXTERIOR FLOOR SURFACES FOR DESIGN REVIEW ONLY AWAY FROM THE BUILDING TYP. EXTERIOR WATER & WEATHER PROOF ALL EXTERIOR ELEVATIONS SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ NOT FOR CONSTRUCTION SEE ALL INTERIOR ELEVATIONS SEE ALL DETAILS FRONT / WEST ELEVATION ALL WORK SHALL BE MIN PER CODE AND AS REQ 1 1/4" = 1'-0" A3-1 PROJECT:

CLASS "A" 967 Curtis Street TORCH DOWN ROOF MIN SLOPE 2.1" PER 12" Albany, California 94706-1159 SEE ROOF PLAN COORDINATE DWN SPTS AT SITE TYP. DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET WATER AND WEATHER PROOF AS REQUIRED PER CODE 24'-0" DESIGN: 5/8"

BLACK PAPER OVER FRAMING 2'-1 PLYWOOD OVER BLACK PAPER PAINTED BLACK 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD WATER AND WEATHER PROOF AS REQUIRED PER CODE 1'-2" 20'-8 3/8"

3/8" 20'-6" 2 y - form

WINDOWS SEE SCHEDULE WATER AND WEATHER PROOF AS REQUIRED CONTACT 5'-0" Yasi Vafai

1'-6" CLIENT: 10'-0" Loid Der & Sabine Roehl 967 Curtis Street 2'-0" Albany, California 94706-1159 4'-0"

WINDOWS SEE SCHEDULE 2'-0" STRUCTURAL ENGINEER: WATER AND WEATHER PROOF AS REQUIRED To be determined 6'-0" 6'-0" FSOG @ GROUND FLOOR

0" 7" SEE STRUCTURAL DRAWINGS FOR STRUCTURAL INFO TYP. SOILS ENGINEER: SEE CIVIL DRAWINGS FOR WATER FLOW NA AND DRAINAGE PLAN SLOPE ALL EXTERIOR FLOOR SURFACES AWAY FROM THE BUILDING TYP.

WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ SEE ALL INTERIOR ELEVATIONS

SEE ALL DETAILS ALL WORK SHALL BE MIN PER CODE AND AS REQ SIDE / NORTH ELEVATION 3 1/4" = 1'-0" ENERGY ANALYST, CEPE: KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 CLASS "A" TORCH DOWN ROOF PH: 661.724.2082 MIN SLOPE 2.1" PER 12" FX: 661.724.2082 SEE ROOF PLAN E: [email protected] COORDINATE DWN SPTS AT SITE TYP. DWN SPTS SHALL BE PAINTED WATER AND WEATHER PROOF PER CODE R-30 INSULATION AT ROOF EXTEND PLYWOOD ON PARAPET WATER AND WEATHER PROOF SURVEY CONSULTANT: AS REQUIRED PER CODE 24'-0" Paul Webb 2724 Ninth Street Suite B Berkeley, CA 94710 5/8" 2'-1

BLACK PAPER OVER FRAMING PLYWOOD OVER BLACK PAPER PAINTED BLACK 1'-2" 20'-8 3/8" CONTRACTOR: 1X RIPPED TO 1.5"X1.5" OVER PLANTED PLYWOOD 3/8" 20'-6" WATER AND WEATHER PROOF AS REQUIRED PER CODE 2

WINDOWS SEE SCHEDULE WATER AND WEATHER PROOF AS REQUIRED 5'-0"

3/8" ISSUE: 11/20/17 10'-2 15'-6" 4'-0"

11'-6" 1'-6" 1'-6" 10'-0"

SLIDING GLASS DOOR TO FRONT YARD 2'-0" REVISIONS: WATER AND WEATHER PROOF ETC PER CODE AS REQ SEE PDF'S-2017 2'-0"

10'-0" DATE: DRAWN: SCALE: 11.20.17 1/4"=1'-0"

6'-0" AS NOTED

FSOG @ GROUND FLOOR

0" SEE STRUCTURAL DRAWINGS 7" FOR STRUCTURAL INFO TYP. SEE CIVIL DRAWINGS FOR WATER FLOW AND DRAINAGE PLAN

SLOPE ALL EXTERIOR FLOOR SURFACES AWAY FROM THE BUILDING TYP. WATER & WEATHER PROOF ALL EXTERIOR SURFACES AS REQUIRED AND MIN TO CODE WATER PROOF ALL ENTRY POINTS AS REQ

SEE ALL INTERIOR ELEVATIONS BACK / EAST ELEVATION 4 EXTERIOR SEE ALL DETAILS 1/4" = 1'-0" ALL WORK SHALL BE MIN PER CODE AND AS REQ ELEVATIONS FOR DESIGN REVIEW ONLY NOT FOR CONSTRUCTION A3-2 PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159

STRUCTURAL ENGINEER:

To be determined

SOILS ENGINEER: NA

ENERGY ANALYST, CEPE: KIM M. HOGAN SHEER ENERGY 28016 MALINDA ST LANCASTER CA 93536 PH: 661.724.2082 FX: 661.724.2082 E: [email protected]

SURVEY CONSULTANT: Pual Webb 2724 Ninth Street Suite B Berkeley, CA 94710

CONTRACTOR:

ISSUE:

REVISIONS:

2017

EAST ELEVATION NEIGHBOR VIEWS

DATE: DRAWN: SCALE: 09.25.17 1/4"=1'-0" AS NOTED

EXTERIOR ELEVATIONS

A4-1 PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159

DATE: DRAWN: SCALE: 09.25.17 1/4"=1'-0" AS NOTED

EXTERIOR ELEVATIONS

A4-2

EAST ELEVATION

NORTH ELEVATION PROJECT: 967 Curtis Street Albany, California 94706-1159

DESIGN: y - form

CONTACT Yasi Vafai

832 Nowita Place Venice, Ca 90291

c. 310.435.3090 e. [email protected]

CLIENT: Loid Der & Sabine Roehl 967 Curtis Street Albany, California 94706-1159

DATE: DRAWN: SCALE: 09.25.17 1/4"=1'-0" AS NOTED

EXTERIOR ELEVATIONS

A4-3

WEST ELEVATION

SOUTH ELEVATION DG w/ PLANTED THYME or OTHER GROUND COVER