fivepoint artist replacement space - san …mission.sfgov.org/oca_bid_attachments/fa49894.pdf ·...

BID ADDENDUM NO. 1

BID ADDENDUM NO. 1 - FIVEPOINT 12106.006 ARTIST REPLACEMENT SPACE

THE SHIPYARD HUNTERS POINT

IBI GROUP ARCHITECTURE PLANNING 160 West Santa Clara Street – Suite 800 San Jose CA 95113 USA tel 408 924 0811 fax 408 924 0844 ibigroup.com

FIVEPOINT ARTIST REPLACEMENT SPACE

ADDENDUM NO. ONE DATE: July 11, 2017

CLIENT / PROJECT: Fivepoint Hunters Point Artist Replacement Space

BID SUBMITTAL LOCATION: BCCI Construction Company 1160 Battery Street, Suite 250 San Francisco, CA 94111

ARCHITECT’S PROJECT NO.

12106.006 BID DATE: August 3, 2017

ARCHITECT: IBI Group Architecture Planning 160 W. Santa Clara St., Suite 800 San Jose, CA 95113

BID TIME: 2 pm

D.B.I. APPLICATION NO. 2014-0630-9976 S1/S2/S3

NOTICE TO ALL CONTRACTORS SUBMITTING BIDS FOR THIS WORK AND TO ALL PLAN HOLDERS:

You are hereby notified of the following CHANGES, clarifications or modifications to the original Contract Documents, Project Manual, Drawings, Specifications and subsequent Addenda. This Addendum shall supersede the original Contract Documents and previous Addenda wherein it contradicts the same and shall take precedence over anything to the contrary therein. All other conditions remain UNCHANGED.

0. PRE-BID RFI QUESTIONS Item ( 1) Refer Pre-Bid Questions dated Tuesday June 20, 2017. A. Response to Pre-Bid Questions dated Monday July 10, 2017, SEE ATTACHED. Item ( 2) Refer Pre-Bid Questions dated Tuesday June 20, 2017. A. Response to Pre-Bid Questions dated Monday July 10, 2017, SEE ATTACHED. A. CHANGES AND/OR CLARIFICATIONS TO THE PROJECT MANUAL, CONTRACT DOCUMENTS AND SPECIFICATIONS: Item ( 3) Refer to the Project Manual: A. ADD Section 08 87 00 Window Film in its entirety, SEE ATTACHED. Item ( 4) Refer to Section 09 06 00 Colors and Finishes, paragraph 3.1.A, Section 09 06 00 - Painting.

A. REVISE Interior paint colors as follows: IP-1 Typical field paint, U.O.N. IP-2 Accent Paint called out on elevations as “ACCENT COLOR A” IP-3 Accent Paint called out on elevations as “ACCENT COLOR B”

BID ADDENDUM NO. 1 - FIVEPOINT 12106.006 ARTIST REPLACEMENT SPACE THE SHIPYARD HUNTERS POINT

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IP-4 Accent Paint called out on elevations as “ACCENT COLOR C” IP-5 Accent Paint called out on elevations as “ACCENT COLOR D” IP-6 Accent Paint called out on elevations as “ACCENT COLOR E” Item ( 5) Refer to Section 06 20 00 Finish Carpentry:

A. REVISE paragraph 2.2.A.1 and 2.2.A.2 to read: “1. Species: White Maple 2. Grade: WI Custom Grade, with WI system 9 transparent finish, Premium Grade (UV Curable, Acrylated Epoxy, Polyester, or Urethane), stain sheen, clear finish (no stain).”

B. CHANGES AND/OR CLARIFICATIONS TO THE DRAWINGS:

Item ( 6) Refer to sheets A2.11 through A2.52:

A. OMIT from 200-GENERAL NOTES, Note #13 in its’ entirety. B. OMIT from the LEGEND, “traffic coating deck (tenant access)” in its’ entirety.

Item ( 7) Refer to sheet A2.11 Floor Plan – Level 1:

A. REVISE floor plan as shown on B-AD1-A01 & B-AD1-A02, SEE ATTACHED.

Item ( 8) Refer to sheets A5.11 & A5.12 Room Finish Schedule: A. REVISE ABBREVIATIONS, Finish Designations to read:

“ST-# - Polished Stain (# indicates color)”.

Item ( 9) Refer to sheets A5.21 & A5.22 Door Schedule: A. REVISE DOOR AND WINDOW – GENERAL NOTES, note #14 to read:

14. Glazing Designations: IG-1 Clear heat-strengthened low-e glass (non-tempered), typical, U.O.N. IG-2 Clear tempered low-e glass TG Clear tempered single glazing glass FR Fire rated glass (single-glazed) (@ Door No. 102A) L Laminated Fire-Rated Glass (at Acoustical door and sidelight –

@ Door No.112A) B. ADD to note #4 in DOOR SCHEDULE REMARKS to read “Sidelight glazing is

TYPE “L”” C. ADD to note #5 in DOOR SCHEDULE REMARKS to read “Sidelight glazing is

TYPE “FR”” D. ADD Remark #4 to Door No. 112A under Door Schedule – Level 1. E. ADD Remark #5 to Door No. 102A under Door Schedule – Level 1. F. REVISE Door No. 102A frame type to AA4 G. ADD glazing designations to DOOR TYPES legend as shown on B-AD1-A03, SEE

ATTACHED. H. ADD frame AA4 and glazing designations to FRAME TYPES legend as shown on

B-AD1-A04, SEE ATTACHED.

Item (10) Refer to sheet A5.31 Window Types: A. REVISE DOOR AND WINDOW – GENERAL NOTES, note #14 to read:

14. Glazing Designations: IG-1 Clear heat-strengthened low-e glass (non-tempered), typical, U.O.N. IG-2 Clear tempered low-e glass TG Clear tempered single glazing glass


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FR Fire rated glass (single-glazed) (@ Door No. 102A) L Laminated Fire-Rated Glass (at Acoustical door and sidelight –

@ Door No.112A) B. REVISE WINDOW TYPE legend as shown on B-AD1-A05 through B-AD1-A08,

SEE ATTACHED.

Item (11) Refer to sheets A6.11 through A6.14 Exterior Elevations and A6.21 through A6.24 Enlarged Exterior Elevations: A. ADD Color/Finish Designation as shown in B-AD1-A09, SEE ATTACHED. B. REVISE LEGEND as shown on B-AD1-A09, SEE ATTACHED.

Item (12) Refer to sheet A6.13 Exterior Elevations:

A. REVISE elevation 3 as shown on B-AD1-A10, SEE ATTACHED.

Item (13) Refer to sheet A6.14 Exterior Elevations: A. REVISE elevation 4 as shown on B-AD1-A11, SEE ATTACHED.

Item (14) Refer to sheets A9.11 through A9.28 Interior Elevations:

A. ADD to LEGEND, Cement Plaster pattern to be painted EP-4, typical. Item (15) Refer to sheets A9.17, A9.18, A9.21, A9.22, A9.24, A9.25, A9.26, and A9.27 Interior

Elevations: A. REVISE Keynote 936 to read “DISPLAY RAIL, TYP. PER DETAIL B-AD1-A17”. B. REVISE Keynote 943 to read “COUNTERTOP AND BACHSPLASH, TYP. (3)

SIDES”

Item (16) Refer to sheet A10.30 Interior Plan Details: A. REVISE detail 3 to show gridline 8 in lieu of gridline 9. B. REVISE details 4 and 9 as shown on B-AD1-A12, SEE ATTACHED. C. REVISE detail 25 as shown on B-AD1-A13, SEE ATTACHED. Acoustical outlet

backer pad to be model – Kinetics IsoBacker Acoustical Outlet Baker Pad (Fire Rated)

D. REVISE details 3, 4, 5, 6, and 9 to replace calls out of 1/2 GBWR to read “1/2” CEMENTITIOUS BACKER UNIT, TYPICAL”.

Item (17) Refer to sheet A10.55 Wall Types:

A. REVISE detail A as shown on B-AD1-A14, SEE ATTACHED. B. REVISE detail G to replace calls out of 1/2” GBWR O/ 1/2" GYP. BD to read “(2)

LAYERS 1/2” CEMENTITIOUS BACKER UNIT”. C. REVISE details B, C, F, J, and K to replace calls out of 1/2 GBWR to read “1/2”

CEMENTITIOUS BACKER UNIT, TYPICAL”. D. REMOVE at details B, C, F, G, J, and K the “NOTE: GBWR SHALL BE

CEMENTITIOUS BACKER BOARD, TYP.” in its’ entirety. E. REVISE detail M to replace calls out of 5/8” GBWR to read “1/2” GYP. BD.”. F. REVISE at details K and M, GA file No. WP 1070 to read “WP 1072”. G. ADD clarification note to Detail L : “NOTE: GA FILE No WP 5006 IS 1-HR RATED” H. REVISE detail JJ as shown on B-AD1-A15, SEE ATTACHED.

Item (18) Refer to sheet A10.56 Wall Types:

A. REVISE details N, O, and P to replace calls out of 5/8” GBWR to read “1/2” CEMENTITIOUS BACKER UNIT, TYPICAL”.


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B. REMOVE at details N, O and P the “NOTE: GBWR SHALL BE CEMENTITIOUS BACKER BOARD, TYP.” in its’ entirety.

C. REVISE at details N and O, GA file No. WP 1070 to read “WP 1072”. D. ADD Display Rail detail 15 to sheet as shown on B-AD1-A16, SEE ATTACHED.

Item (19) Refer to sheet A10.60 Exterior Details:

A. REVISE detail 20 to call out the following: a. “DECORATIVE METAL SWING GATE” in lieu of “WROUGHT IRON

SWING GATE.” b. DECORATIVE METAL FENCE” in lieu of “WROUGHT IRON FENCE

PICKET/PANEL.” B. ADD note to detail 26 to read as follows:

a. “NOTE: REFER TO DETAIL 20/A10.60 FOR PLAN OF DECORATIVE METAL FENCE AND GATE”

Item (20) Refer to sheet A10.90 Interior Details:

A. REVISE details 6, 11, 16, 17 to replace calls out GYPSUM BOARD/GYP. BD to read “CEMENTITIOUS BACKER UNIT”.

Item (21) Refer to Shoring Permit Submission set: FOR REFERENCE ONLY

A. Refer to sheets SH-G0.0, SH-A1.1, SH-A2.1, SH-A2.2, SH1, SH2, SH2.1, SH2.2, SH3 and SH4 for information only and coordination with work. SEE ATTACHED.

Item (22) Refer to Foundation Permit – R1.1 Submittal set: A. REVISE sheets S2.1, S2.2, S2.2B, S5.2 for noted revisions, SEE ATTACHED.

Note: Revisions under review at Department of Building Inspection, pending approval.

Item (23) Refer to Superstructure Permit – R2.1 Submittal set:

A. REVISE sheets S2.2, S2.3, S2.5, S2.6, S7.4 for noted revisions, SEE ATTACHED. Note: Revisions under review at Department of Building Inspection, pending approval.

Item (24) Refer to Building Permit – R3.1 Submittal set:

A. REVISE sheets A1.11, A1.12, A2.11, A2.12, A10.51, A10.60, A10.71 for noted revisions, SEE ATTACHED. Note: Revisions under review at Department of Building Inspection, pending approval.

Item (25) Refer to Cathodic Protection drawings: A. ADD sheets CP1.0, CP2.0, CP3.0 and CP4.0 in their entirety to the documents,

SEE ATTACHED. Note: Added sheets under review at Department of Building Inspection, pending approval.


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CONFORMANCE WITH CONTRACT DOCUMENTS, PROJECT MANUAL, DRAWINGS AND SPECIFICATIONS All addenda work shall be in strict conformance with the Contract Documents, Project Manual, Drawings and Specifications as they pertain to work of a similar nature. IBI Group Architecture Planning

BY: PATRICIA LOCK, AIA C-18268

BCCI Pre-Bid RFI Questions - Artists Replacement Project 102 Horne AvenueSan Francisco, CA 94124

RFI No. Phase Question/Comment Submitted by Date Submitted Response Target Response

DateResponse By Response Date

17-001 electrical

Can MC Cable be attached directly to the ceiling in lieu of exposed conduit? Please confirm if the ceiling where Conduit or MC cable will be installed is going to be painted?

BCCI /Alli Ripley 6/16/2017

The project is considered to be an MC Cable project. Yes MC Cable is acceptable. Painting is not required . Design Electric 6/19/2017

17-002 electricalCurrently there are no requirements for under cabinet lighting? Is this design build or will more information be provided?Please advise.


There was no undercabinet lighting in the BOD. Design Electric 6/19/2017

17-003 electrical Plans do not show if a DAS Emergency responder system is required? Please advise if one it required or not at this time?

BCCI /Alli Ripley 6/16/2017 Not at this time. Design Electric 6/19/2017

17-004 electrical

Are there any special requirments for the spray room? Is this considered a classified area? Do the fixtures in this area need to be Vapor Proof(i.e. gasketed).Please confirm. BCCI /

Alli Ripley 6/16/2017

The spray booth is a class 1 div 1 location. The fixtures within the booth are provided by the booth installer and will be considered so. The fixtures in the direct visinity will need to be rated the same.

Design Electric 6/19/2017

17-005 electrical Are there any acousical requirements for the individual studios?Please confirm.

BCCI /Alli Ripley 6/16/2017 See A2.11 for wall types w/ STC

ratings at acoustical conditions. IBI Group 6/19/2017

17-006 electrical Will " in-use" lights be used for the recording studios? Please confirm.

BCCI /Alli Ripley 6/16/2017 Not at this time. Design Electric 6/19/2017

17-007 electrical

Can the fire pump room be moved to the 1st floor from the 2nd floor? If so then the feeder cable can be ran underground and will achieve the required 2 hour rating without having to construct chases and or encase the conduit?


At this time there is no fire pump. If one is determined to be needed, moving to the first floor could be an option.


17-008 electrical What are the power requirements for the Fire Smoke Dampers? The drawings do not show requirements.

BCCI /Alli Ripley 6/16/2017 120 Volt Design Electric 6/19/2017

17-009 electrical

On plan page M2.11 , Fire Smoke Dampers are shown in Non-Rated walls (type D) inside rooms 123A, 124, 125 and 126. Please advise if they are required in these walls? BCCI /

Alli Ripley 6/16/2017

Walls are 1-hr. rated. Type D should be Type E. Type D1 should be Type E1. Type B should be Type P. Type B1 should be Type P1.

IBI Group 7/7/2017

17-010 electricalAre there any requirements for concrete encasement for site conduits?Please clarify. BCCI /

Alli Ripley 6/16/2017No requirement.


17-011 electrical

Are there any equipment connections outside of the BOD outline, that will require Emergency Power? If so please advise if additional connection are needed and their location.Please clarify.


None aware of from BOD at this time. Design Electric 6/19/2017

17-012 Finish Carpentry

Plans show a display rail on interior elevations, keynote 936. Please clarify if this is a display rail or a chair rail? Please provide details and the type of attachment? Please clarify.


This is a display rail. Detail forthcoming. IBI Group 6/19/2017

Monday, July 10, 2017

7/10/2017





7/10/2017




17-012 Finish Carpentry

Plans show a display rail on interior elevations, keynote 936. Please clarify if this is a display rail or a chair rail? Please provide details and the type of attachment? Please clarify.


Added Detail 16/A10.56.

IBI Group 7/7/2017

Above previously submitted…


7/10/2017





17-013 Concrete Topping

The plans call out for a "Light Weight" topping over the new plywood subflooring but with no finished surface to cover it to protect it. If this topping is to be gypcrete it will need a floor finish to protect, it cannot just be sealed and expected to take the wear and tear that it will receive.On the other hand, if we were to use a light weight concrete, which would need to be 2" thick, it can sealed and left exposed and it will be able to endure the typical wear and tear this type of tenant will subject this floor too. Of course baring any major impacts or point load impacts other than small tools and pedestrian traffic. Please provide direction on how you would like to proceed. It is suggested the 2" light weight concrete topping which would be sealed is the far better product for the end user in this building.Please provide direction on which system to use for this round of bidding.


See S1.0 , Concrete section, item O. for concrete topping requirements. See A5.11 and A5.12 for floor finishes.

IBI Group /Patty Lock 6/23/2017

17-014 Cathodic Protection

Previously it was determined that there was no Cathodic Protection in our scope of work Please confirm this is still the conclusion that was determined previously.Please provide direction if this is included or not.


Cathodic Protection is part of scope of work, see Cathodic Protection dwgs.

BKF/Telemon 7/7/2017

17-015 Metal Joist Framing

Clarification 5 replaced addendum 3 plan sheet A10.70 , and now most of the wall section details are showing the Framer wrapping the steel beams with two layers of drywall in a parallel condition. Is this correct going forward? if so please provide details of the in-fill framing and how you would like the web of the steel beam covered in both parallel and perpendicular conditions. Please clarify with updated details.


See approved Permit Set for Sheet A10.70 as the condition at the steel beams.


17-016 Fireprotection

Clarification 5 added new fire protection drawings "FP" , a total of 16 pages. Are these going to be included into this current approved permitted set of plans going forward?Please clarify if they will be included or not?


See G0.01, Automatic Fire Sprinkler is a deferred submittal item. FP drawings are not included in this permit set.


7/10/2017

FivePoint 12106.000 Section 08 87 00 – Page 1 Artist’s Replacement Building Window Film Hunters Point Shipyard

SECTION 08 87 00

WINDOW FILM

PART 1 GENERAL

1.1 SUMMARY

A. This Section includes:

1. Window film adhered to interior glazing.

1.2 RELATED SECTIONS

A. Section 00 32 13 “Sliding Glass Doors” sliding glass doors to receive architectural window film

B. Section 08 42 10 “Glazed Operable Entrance System” panel entrance to receive architectural window film.

C. Section 08 81 00 “Glass Glazing” general glazing applications to receive architectural window film.

1.3 REFERENCES

A. ASHRAE - American Society for Heating, Refrigeration, and Air Conditioning Engineers; Handbook of Fundamentals.

B. ASTM International (ASTM): 1. ASTM D 882 - Standard Test Method for Tensile Properties of Thin Plastic

Sheeting. 2. ASTM D 412 - Standard Test Methods for Vulcanized Rubber and

Thermoplastic Elastomers -- Tension. 3. ASTM D 624 - Standard Test Method for Tear Strength of Conventional

Vulcanized Rubber and Thermoplastic Elastomers 4. ASTM D 1004 - Standard Test Method for Tear Resistance (Graves Tear) of

Plastic Film and Sheeting. 5. ASTM D 1044 - Standard Method of Test for Resistance of Transparent

Plastics to Surface Abrasion (Taber Abrader Test). 6. ASTM D 2240 - Standard Method for Rubber Property - Durometer Hardness. 7. ASTM D 2582 - Standard Test Method for Puncture-Propagation Tear

Resistance of Plastic Film and Thin Sheeting. 8. ASTM D 5895 - Standard Test Methods for Evaluating Drying or Curing

During Film Formation of Organic Coatings Using Mechanical Recorders. 9. ASTM E 84 - Standard Method of Test for Surface Burning Characteristics of

Building Materials. 10. ASTM E 308 - Standard Recommended Practice for Spectophotometry and

Description of Color in CIE 1931 System. 11. ASTM E 903 - Standard Methods of Test for Solar Absorbance, Reflectance

and Transmittance of Materials Using Integrating Spheres.


C. Window 5.2 - A Computer Tool for Analyzing Window Thermal Performance; Lawrence Berkeley Laboratory.

D. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test.

E. Consumer Products Safety Commission 16 CFR, Part 1201 - Safety Standard for Architectural Glazing Materials.

F. GSA-TS01 - Standard Test for Glazing and Glazing Systems Subject to Airblast Loadings.

G. ISO 16933, International Standard for Glass in Building: Explosion-resistant security glazing - Test and classification for arena air-blast testing.

H. Underwriters Laboratories Inc. (UL): UL 972 - Burglary Resisting Glazing Material.

1.4 PERFORMANCE REQUIREMENTS

A. Fire Performance: Surface burning characteristics when tested in accordance ASTM E 84: 1. Flame Spread: 25, maximum. 2. Smoke Developed: 450, maximum.

1.5 SUBMITTALS

A. Submit under provisions of Section 01 33 00.

B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods.

C. Selection Samples: For each film specified, submit two complete sets of color chips representing manufacturer's full range of available colors and patterns.

D. Verification Samples: For each film specified, two samples representing actual film color and pattern.

1.6 QUALITY ASSURANCE

A. Manufacturer Qualifications: All primary products specified in this section will be supplied by a single manufacturer with a minimum of ten years experience.

B. Installer Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five years demonstrated experience in installing products of the same type and scope as specified.

C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Finish areas designated by Architect. 2. Do not proceed with remaining work until workmanship, color, and sheen are

approved by Architect. 3. Refinish mock-up area as required to produce acceptable work.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store products in manufacturer's unopened packaging until ready for installation.


B. Store and dispose of hazardous materials, and materials contaminated by hazardous materials, in accordance with requirements of local authorities having jurisdiction.

1.8 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.9 WARRANTY

A. At project closeout, provide to Owner or Owners Representative an executed current copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions, and exclusions from coverage.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Acceptable Manufacturer: 3M Window Film , which is located at: 3M Center Bldg. 0235-02-S-27 ; St. Paul, MN 55144-1000; Toll Free Tel: 800-480-1704; Tel: 651-733-2222; Fax: 651-737-3446; Email: [email protected]; Web: www.3m.com/windowfilm

B. Requests for substitutions will be considered in accordance with provisions of Section 01 60 00.

C. Window Film: As specified in Section 09 06 00 “Colors and Finishes” for WF-1 and WF-2 as noted on the Drawings.

PART 3 EXECUTION

3.1 EXAMINATION

A. Film Examination: 1. If preparation of glass surfaces is the responsibility of another installer, notify

Architect in writing of deviations from manufacturer's recommended installation tolerances and conditions. a. Glass surfaces receiving new film should first be examined to verify

that they are free from defects and imperfections, which will affect the final appearance.

2. Do not proceed with installation until glass surfaces have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project conditions.

3. Commencement of installation constitutes acceptance of conditions.

B. Impact Protection Adhesive Examination: 1. If application of window film is/was the responsibility of another installer,

notification in writing shall be made of deviations from manufacturer's recommended installation tolerances and conditions.

2. Filmed glass surfaces receiving new attachment should first be examined to verify that they are free from defects and imperfections, and that the film edges extend sufficiently to the frame edges.

3. Do not proceed with installation until film and frame surfaces have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended


by the manufacturer for achieving the best result under the project conditions. 4. Upon the customer's request, an adhesion test to the frame surface may be

conducted by applying a 4 - 6 inch long bead, approximately 0.5 - 1 inch in width, masking one side of the frame surface underneath the strip with tape. Allow the Impact Protection Adhesive to cure for 7 days and test adhesion by pulling up on the masked end and a 90 degree angle. If cohesive failure is observed (adhesive residue left behind on the frame surface), adhesion is acceptable; if adhesive failure is observed (clean peel from the frame), adhesion is unacceptable and product is not recommended.

C. Impact Protection Profile Examination: 1. If application of window film is/was the responsibility of another installer,

notification in writing shall be made of deviations from manufacturer's recommended installation tolerances and conditions.

2. Windows and frames must be examined to ensure that they are fit to receive the Impact Protection Profile in a manner such that the two profile adhesive strips will be perpendicularly opposed to each other and that they will not contact glazing stops or frame gaskets without stretching the profile.

3. Filmed glass surfaces receiving new attachment should first be examined to verify that they are free from defects and imperfections, and that the film edges extend sufficiently to the frame edges.

4. Do not proceed with installation until film and frame surfaces have been properly prepared and deviations from manufacturer's recommended tolerances are corrected. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project conditions.

5. Upon the customer's request, an adhesion test to the frame surface may be conducted by applying a 4 - 6 inch long strip on the frame surface, using the sufficient pressure to achieve good adhesive wet-out. Allow the Impact Protection Profile to cure for 1-2 days and test adhesion by removing the test strip. If cohesive failure is observed (adhesive residue left behind on the frame surface), adhesion is acceptable; if adhesive failure is observed (clean peel from the frame), adhesion is unacceptable and product is either not recommended, or an adhesion promoter, such as 3M Primer 94, must be used.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

C. Refer to Manufacturer's installation instructions for methods of preparation for Impact Protection Adhesive or Impact Protection Profile film attachment systems.

3.3 INSTALLATION

A. Film Installation: 1. Install in accordance with manufacturer's instructions. 2. Cut film edges neatly and square at a uniform distance of 1/8 inch (3 mm) to

1/16 inch (1.5 mm) of window sealant. Use new blade tips after 3 to 4 cuts. 3. Spray the slip solution, composed of one capful of baby shampoo or

dishwashing liquid to 1 gallon of water, on window glass and adhesive to facilitate proper positioning of film.

4. Apply film to glass and lightly spray film with slip solution. 5. Squeegee from top to bottom of window. Spray slip solution to film and

squeegee a second time.


6. Bump film edge with lint-free towel wrapped around edge of a 5-way tool. 7. Upon completion of film application, allow 30 days for moisture from film

installation to dry thoroughly, and to allow film to dry flat with no moisture dimples when viewed under normal viewing conditions.

B. Impact Protection Adhesive Installation: 1. The film attachment system shall be applied according to the specifications of

the Manufacturer by an Authorized Dealer/Applicator. Refer to 3M publication, 70-0709-0322-7, 3M Impact Protection Adhesive Attachment System Installation Instructions. a. For blast mitigation: minimum 1/2 inch bead overlap on both frame and

film (excluding glazing stops or compression gaskets). b. For windborne debris protection: minimum 3/8 inch bead overlap on

both frame and film (excluding glazing stops or compression gaskets). 2. To ensure a straight and consistent bead width is achieved, masking tape

may be applied to film and frame surfaces prior to application. 3. With prior approval of the building owner or property manager, existing

compression gaskets may be partially removed or trimmed to allow for a thinner bead and stronger anchorage. If removing the gaskets, sections shall be trimmed approximately 3 inches in length and inserted with appropriate spacing along all sides of the window to help secure the glazing during application and curing of the Impact Protection Adhesive.

4. The Impact Protection Adhesive shall be dispensed with a caulk gun with nozzle opening diameter sized to match the approximate size of the desired bead width.

5. A plastic putty knife or other tool with a clean straight edge shall be used to trowel and smooth out the adhesive. The completed adhesive bead shall be relatively triangular in shape.

6. Any masking tape used shall be carefully removed within 10 minutes after applying the wet glaze.

C. Impact Protection Profile Installation: 1. The film attachment system shall be applied according to the specifications of

the Manufacturer by an Authorized Dealer/Applicator trained to install 3M Impact Protection Profile. Refer to 3M publication, 70-0709-0323-5, 3M Impact Protection Profile Attachment System Installation Instructions.

2. Each profile piece must span continuously to both sides of the window, within 1/8 inch to the frame edge. Splicing the profile between frame edges is prohibited.

3. Profile must be aligned and applied by 3M recommended or approved methods and tools to ensure a quality installation.

4. Corner joints must be fabricated by 3M recommended and approved methods. No part of the profile adhesive shall make contact with an adjacent profile.

5. Sufficient pressure must be evenly applied along the entire length of the profile to ensure full adhesion from both adhesive strips. A roller tool is required to minimize entrapment of air in the adhesive.

3.4 CLEANING AND PROTECTION

A. Remove left over material and debris from Work area. Use necessary means to protect film before, during, and after installation.

B. Touch-up, repair or replace damaged products before Substantial Completion.

C. After application of film, wash film using common window cleaning solutions, including ammonia solutions, 30 days after application. Do not use abrasive type


cleaning agents and bristle brushes to avoid scratching film. Use synthetic sponges or soft cloths.

END OF SECTION 08 87 00

FE

C

FEC

98765

A

C

D

B

STORAGE

125STORAGE

124

SHOWER

122SHOWER

121

WOMEN

120

JANITOR

119

STUDIO 1-01(WOOD SHOP)

101STUDIO 1-03

103

STUDIO 1-04(WOOD SHOP)

104

A9.11

101-1

101-

2

101-3

101-

4

A9.11

103-3

103-

4

103-1

103-

2

A9.16

128-3

128-

4128-1

128-

2

A9.16

127-3

127-

2

127-1

127-

4

A9.16

126-1

126-

2

126-3

126-

4

A9.15

124-1

124-

2

124-3

124-

4

A9.16

125-1

125-

2

125-3

125-

4

A9.16

129-1

129-

4

129-

2

129-3

101A 103A 104A

105B

104B103B102A

119A121A122A124B125A

126A-A

127A

129A

128A

(F.F. +107.25)

STUDIO 1-02

102

124A

CORRIDOR

130

101B

A9.11

102-1

102-

2

102-3

102-

4

B

0"

C.1

201

201201

201

202

205

206

207

208

209

209

218218

A AAA1

AI

AI AI

AA BBBB

DD1JJ DD1

DD DD

E1

E1

L

L

L

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D

E1

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202

P1

P1

P

E

D

C

B

D P1

P

D B

JJ

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204

REF 0'-0"

D1

A6.121D

TYP. @ EXTERIOR U.O.N.

L

EJ

EJ

A10.202A10.20

1

SIM

FD

241

DD6

JJ1JJ1

P

FF

GG

G

G

123A

FE

FE

FE

FE

126A

D1

120A

D

D

229

114.84 T.O.WALL

TYP.

107.13 T.O.C

A9.16

126A-1

126A

-2

126A-3

126A

-4

107.21 T.O.C107.21 T.O.C107.21 T.O.C

254

255

254

18" x 7'SIDE LIGHT

SIM

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

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F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

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ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

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PLA

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DAT

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1210

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0

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01

7/10

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11

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C

139

C D E F

12

B

11

WO

ME

N

120

ME

N

118

JA

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119

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T

116

ST

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-07

107

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11

105-

3

105-4

105-2

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12107-2

107-

3

107-4

107-

1

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13

113-

1

113-2

113-

3

113-4

A9.

14

114-

1

114-2

114-

3

114-4

A9.

17

130-

3

130-2

130-4

ST

UD

IO 1

-12

(MU

SIC

IAN

)

112

112A

107A

108A

113A

114A

110A

115A

116A

106B

105B

104B

118A

119A

107B

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-08

108

CO

RR

IDO

R

131

OPE

N T

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BOVE

108B 10

9B

107C

130-

1

10

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12

108-

1

108-2

108-

3

108-4

A9.

12

109-

1

109-2

109-

3

109-4

A9.

13

111-

1

111-2

111-4

A9.

13

112-

1

112-2

112-

3

112-4

A9.

18

133-

1

133-2

133-

3

133-4

A9.

17

131-4

131-2

131-

3

EN

TR

Y L

OB

BY

133

C A AB

C.1

201

201

201

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5

207

208

210

242

213

213

214

214

218

218

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114-4a

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27

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218

218

231 20

9

209

251

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242

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19

FE

FE

FE

120A

107.

20

AI

A10

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15

A10

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21

251

FD

SIM

254

254

254

JJ JJ

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PATRI

REN

. 6/1

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o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

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CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

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R P

LA

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LE

VE

L 1

1210

6.00

0

B-A

D1-A

02

7/10

/17

A2.

11

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

DO

OR

TY

PE

S

1210

6.00

0

B-A

D1-A

03

A5.

21 &

A5.

22

A B C

D

SEE

SC

HED

ULE

SEE SCHEDULE

DOUBLE DOOR

SEE SCHEDULE AT

DOUBLE DOOR

SEE SCHEDULE AT

SEE SCHEDULE

SEE

SC

HED

ULE

SEE

SC

HED

ULE

SEE SCHEDULE

A1 B1DOUBLE DOUBLE

E

SEE

SC

HED

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SEE SCHEDULE

SEE

SC

HED

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SEE SCHEDULE

F

SEE

SC

HED

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SEE

SC

HED

ULE

SEE SCHEDULE

TGTG TG TG

IG-2

DOOR TYPES

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

FR

AM

E T

YP

ES

1210

6.00

0

B-A

D1-A

04

A5.

21 &

A5.

22

AA

SEE

SC

HED

ULE

SEE SCH

AA1 PAIR

2' -

0"2'

- 0"

2' -

0"2'

- 2"

SEE

SC

HED

ULE

7' - 0" F.V.

SEE SCHEDULE

CC

AA2 SINGLE ACOUS

1' - 6" @ TYPE AA4

3' - 4" @ TYPE AA3

AA3 SINGLE ACOUS W/ SIDELIGHT

2' -

6"

SINGLE

AA4 SINGLE W/ SIDELIGHT

IG-2

IG-2

IG-2

IG-2

10' - 0" F.V.

SEE SCHEDULE

SEE

SC

HED

ULE

IG-2

IG-2

IG-2

FRAME TYPES

BB

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

WIN

DO

W T

YP

ES

1210

6.00

0

B-A

D1-A

05

A5.

31

Leve

l 436

' - 0

"

Leve

l 547

' - 0

"

Leve

l 325

' - 0

"

7/8"

PLA

STER

CEM

ENT

SYST

EM O

/W

EATH

ER B

ARR

IER

,TY

P.

8' -

4" V

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4 EQ. SPACES, TYP.

IG-2

SE

E 'V

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RTY

PIC

AL

DE

TAIL

S30

A10.

71

21

A10.

52

22

A10.

51

13

A10.

71

9' - 6"9' - 9" 1' - 6" 9' - 6"1' - 6"

EQEQ

IG-2

24

A10.

71

28

A10.

71

SF

-1

IG-2

IG-2

IG-2

IG-2

WIN

DO

W F

ILM

, TYP

.SE

E EX

TER

IOR

ELEV

ATIO

NS

FOR

WIN

DO

W F

ILM

LOC

ATIO

N

Leve

l 214

' - 0

"

Leve

l 436

' - 0

"

Leve

l 547

' - 0

"

Leve

l 325

' - 0

"

EQ.

EQ.

7/8"

PLA

STSY

STEM

OBA

RR

IER

,

17

A10.

51

24

A10.

71

4 EQ. SPACES, TYP.

22

A10.

52

21

A10.

52

13

A10.

71

SIM

8' -

4" V

.I.F.

1' - 6" 9' - 6"1' - 6" 9' - 6"9' - 9" 1' - 6" 9' - 6"

IG-2

IG-2

28

A10.

71

SF

-1

IG-2

IG-2

IG-2

IG-2

IG-2

IG-2

WIN

DO

W

SEE

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ATIO

WIN

DO

W F

LOC

ATIO

N

20

WV V1

SF

-1 S

EE

EX

T. E

LE

V.

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

WIN

DO

W T

YP

ES

1210

6.00

0

B-A

D1-A

06

A5.

31

CEM

ENT

EATH

ER

TYP

.R O

R

Leve

l 214

' - 0

"

Leve

l 436

' - 0

"

Leve

l 547

' - 0

"

Leve

l 325

' - 0

"

4' -

0" V

.I.F.

5

A10.

20

8

A10.

52

SIM

IG-2

28

A10.

71

1' - 6" 9' - 6"1' - 6" 9' - 6"1' - 6" 9' - 6"9' - 9"

4 EQ. SPACES, TYP.

17

A10.

50

SF

-1

IG-2

IG-2

IG-2

WIN

DO

W F

ILM

, TYP

.SE

E EX

TER

IOR

ELEV

ATIO

NS

FOR

WIN

DO

W F

ILM

LOC

ATIO

N

WIN

DO

W T

YPES

U

Leve

l 214

' - 0

"

Leve

l 1 0"IG

-2

IG-2

IG-2

IG-2

IG-2

IG-2

SF

-1

A10.

7115

A10.

7121

A10.

7117

26

A10.

71

17

A10.

51

BEAM

BEYO

ND

SHO

WN

DAR

K

4 EQUAL SPACES

PER

DO

OR

SC

HED

ULE

EQ EQEQ EQ

TYP.

TYP.

9

A10.

51

T

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

WIN

DO

W T

YP

ES

1210

6.00

0

B-A

D1-A

07

A5.

31

3' - 0"

10' - 4"

16' - 8" V.I.F.

4' - 3" 4' - 2"

2' -

2"5'

- 2"

EQEQ

14

A10.52

AFF

29

A10.70

18

A10.70

7

A10.52

7

A10.52

AFF

IG-2

8' - 0"

6' - 0"

2' - 0"

2' -

0"

1

A10.52

13

A10.52

AFF

7

A10.52

13' - 1"

4' - 0"

12' - 5" V.I.F.

8' - 3"

F.V

3' -

3"

EQEQ

.

9' -

1"

20

A10.70

9

A10.52

15

A10.52 TYP.

TYP.

AFF

8

A10.52

AFF

IG-2

IG-2

F.V

3' -

3"

13' - 1"

4' - 0"

16' - 8" V.I.F.

4' - 3"4' - 2"8' - 3"

EQEQ 9' -

1"

9

A10.52

14

A10.52

AFF

20

A10.70

8

A10.52

15

A10.52

AFF

IG-2

8' - 4"

EQ EQ

5' -

2"2'

- 2"

EQEQ

15

A10.52

17

A10.70

F G

BA

F.F.

F.F.

H

- MIRROR IMAGEA1

- MIRROR IMAGEF1

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

WIN

DO

W T

YP

ES

1210

6.00

0

B-A

D1-A

08

A5.

31

9' - 9"

SEE SCHED.

DOOR OPNG.

SEE

SC

HED

ULE

DO

OR

OPE

NIN

G

13

A10.51

10

A10.52

AFF

1

A10.72

1

A10.72

3' - 0"

13

A10.51

1"4' - 2"4' - 2"4' - 2"4' - 2"4' - 2"4' - 2"

28' - 11" V.I.F.

IG-2

AFF

IG-2

IG-2

9' - 9"

EQEQ

EQ

SEE SCHEDULE

DOOR OPENING

SEE

SC

HED

ULE

DO

OR

OPE

NIN

G

IG-2 IG-2

IG-2

SIM.

EQ EQ

25

A10.52

SF-1

AFF

26

A10.52

2' -

2 1/

2"

8

A10.51

2

A10.529

A10.51

2

A10.51

2 1/

2"

IG-2

IG-2 IG-2

A

N

P

11 10

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

TIS

TS

RE

PL

AC

EM

EN

T S

PA

CE

LE

GE

ND

/ M

AT

ER

IAL

& F

INIS

H D

ES

IGN

AT

ION

1210

6.00

0

B-A

D1-A

09

A6.

11 -

A6.

24

NOTE: ALL SYMBOLS AND PATTERNS MAY NOT NECESSARILY OCCUR ON THIS SHEET.

EXTERIOR CEMENTPLASTER ASSEMBLY CORRUGATED

METAL WALLPANEL

WIRE MESH METAL WALLPANEL

2

CTYP.

2

A

TYP.U.O.N.

2

BTYP.

EXTERIOR LIGHTFIXTURE, SEDTYP.

2

D

TYP.BETWEENLVL 1 UPTO LVL 2

NOTE: REFER TO SPECIFICATION SECTION 09 06 00 COLORS & FINISHES

MATERIAL DESIGNATION

COLOR / FINISH DESIGNATION

1. METAL PANEL2. EXTERIOR CEMENT PLASTER, WITH INTEGRAL COLOR3. METAL ROOFING4. SECTIONAL DOOR5. PARAPET CAP (SHOULD MATCH ADJACENT COLOR, TYP.)6. ALUMINUM WINDOW FRAME7. HOLLOW METAL DOOR AND DOOR FRAME8. CMU BLOCK9. STRUCTURAL STEEL10. STOREFRONT FRAME11. GUTTERS / DOWNSPOUTS12. FASCIA13. STOREFRONT PANEL

A. PLASTER COLOR (EP-1) NEUTRALB. PLASTER COLOR (EP-2) YELLOWC. PLASTER COLOR (EP-3) BLUED. PLASTER COLOR (EP-4) DARKER NEUTRAL

MATERIAL DESIGNATION

COLOR / FINISH DESIGNATION

LEGENDMATERIAL & FINISH DESIGNATION

7/10

/17

PATRI

REN

. 6/1

9N

o. C

1826

8

CIA

LO

CK

C

A

AL

IFO

RNI

F

STAT

O

L

E

T

ICEN

SE

DA

RC

HIT

EC

160

W. S

ant a

Cla

ra S

t., S

uite

800

San

Jos

e, C

alifo

rnia

951

1340

8.92

4.08

1 1 fa

x: 4

08.9

24.0

844

San

Jo s

e

AR

CH

ITE

CTU

RE

PLA

NN

I NG

PR

OJE

CT

NO

.

DAT

E

REF

EREN

CE

SHEE

T N

O.

AR

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CONC.WALL

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D

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SHOWERCOMPARTMENT

WP, SEE A7 SERIES

7/8"

NOTE:1. TCNA W244 SHALL APPLY2. SEE DETFOR SIZE, SPACING OF MISCFASTENERS, CONNECTORS

30 A10.20

1 1/2" = 1'-0"4 PLAN @ SHOWER"

(2) LAYERS CEMENTITIOUSBACKER UNIT, TYP.

CONC.SLAB

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RECESSED SHOWERPAN SET IN MORTARBED

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LIP OF SHOWERFLUSH WITHFINISH FLOOR

SHOWERPAN

NOTE: TCNA W244 SHALL APPLY

" 1 1/2" = 1'-0"9 SHOWER SILL

ARCHITECTURE PLANNING

Los Angeles315 W 9th St #600,Los Angeles, CA 90015213.769.0011 fax: 213.769.0016

PA

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C I A LOCK

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PROJECT NO.

DATE

REFERENCE SHEET NO.

FACILITY ID NO.

OSHPD APP. NO.

ARTISTS REPLACEMENT SPACE

INTERIOR PLAN DETAILS

12106.000

B-AD1-A13

7/10/17

A10.30

METAL STUDSTAGGERED

2 LAYERS 1/2"GYP. BD.

SEAL OUTLETBOX, CONT. &AIRTIGHT WITHACOUSTICALOUTLETBACKER PAD(CAULKING),TYP.

SEE PLAN FOR WALL TYPE CONSTRUCTION

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OUTLET BOX ORPANEL INACOUSTICALRATEDCONSTRUCTION

2"

S

3" = 1'-0"25 OUTLET-ACOUS. WALL



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PROJECT NO.

DATE

REFERENCE SHEET NO.

FACILITY ID NO.

OSHPD APP. NO.


WALL TYPES

12106.000

B-AD1-A15

7/10/17

A10.55

FINISH FLOOR ASSCHEDULED

CONCRETE WALL

UNDERSIDE OFFLOOR SLAB

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

CONCRETE WALL

2-COAT CEMENTPLASTER SYSTEM

2-COAT CEMENTPLASTER SYSTEM

1" REVEAL, SEEINTERIOR ELEVATIONFOR LAYOUT

1/2" = 1'-0"A INTERIOR WALL (2HR)

B-AD1-A14



PA

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C I A LOCK

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RN

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NSED ARCHITEC

PROJECT NO.

DATE

REFERENCE SHEET NO.

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OSHPD APP. NO.


WALL TYPES

12106.000

B-AD1-A16

7/10/17

A10.55

FINISH FLOOR ASSCHEDULED

THERMAL BATTINSULATION

UNDERSIDE OFROOF / FLOORSTRUCTURE

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

CEM. PLAS. ASSEMBLY O/ 5/8"TYPE X GLASS-MAT GYP.SHTG, TYP.

CEM. PLAS.ASSEMBLY O/ 5/8"TYPE X GLASS-MATGYP. SHTG

METAL STUDSTHERMAL BATTINSULATION

6" METAL STUDS @16" O.C.

5/8" TYPE X GYP. BD.5/8" TYPE X GYP. BD.

SOFFIT HTSEE RCP

EXTERIOR

INTERIOR

NOTE:WALL TYPE JJ1: PROVIDE 8" METAL STUDS@ 16" O.C.WALL TYPE JJ SIM: NON-RATED WALLPROVIDE 5/8" GYP BD. & 5/8" GLASS-MATGYP. SHTG IN LIEU OF TYPE X

FRAMEDEXT.SOFFIT,SEE RCP

1 HR WALL - GA FILE No WP 8006PROPRIETARY: NGC

1/2" = 1'-0"JJ EXTERIOR WALL (1HR) K

B-AD1-A15

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SEE PLAN FOR1/2"

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..

.

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3/4" SOLID MAPLE, CLEAR STAINFIRE CAULK ALL AROUNDANGLE PENETRATION

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B

SECTION B ANGLE IN WALL4'-0" O.C.

3/4" 3/4"

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EQ EQ

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A10.902 DETAIL NUMBER

SHEET NUMBER

A7.112 SECTION NUMBER

SHEET NUMBER

A9.11

101-1 INTERIOR ELEVATION NUMBERCLOCKWISE SEQUENCE

SHEET NUMBER

A9.11

AUXILIARY INTERIORELEVATION NUMBER

SHEET NUMBER

101A DOOR NUMBER

101-5

101 KEYNOTE REFERENCE OR COLOR DESIGNATION

101A WINDOW NUMBER

ROOM NUMBER

ROOM AREA101

--- S.F.

ROOM NAME

A WALL TYPE

10 ACCESSORY TAG

CEILING HEIGHT TAG8'-0"

101-3

101-

4

101-

2

SHEET NUMBER

EXTERIOR ELEVATIONNUMBER

A6.112

CENTER LINE OF STUD

FACE OF STUD

160 W. Santa Clara St.,Suite 800San Jose, CA 95113408.924.0811 fax: 408.924.0844

San Jose


PA

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ISSUE DATE:

PRIME CONSULTANT

SEAL

SHEET TITLE

SHEET NUMBER

COPYRIGHT 2013 IBI GROUP

CHK'D BY:

DRAWN BY:

COPYRIGHT:

Any reproduction or distribution for any purpose other than authorizedby IBI Group is forbidden.

CONSULTANT

APPROVALS

PLO

T D

ATE:

DEVELOPER

ONE SANSOME STREET, SUITE 3200SAN FRANCISCO, CA 94104

PHONE: (415) 995-1772 FAX: (415) 995-1778www.lennarurban.com

PROJECT

THE SHIPYARDHUNTERS POINT

ADDENDUMDATE

SUBMITTED DESCRIPTION

REVISIONS

DATEAPPROVED

SH

OR

ING

PE

RM

IT S

UB

MIS

SIO

N

-

06/08/2017

6/9/

2017

6:1

3:03

PM

C:\U

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riton

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\ATW

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SH-G0.0

TITLE SHEET

PL

PS

12106.000

ARTISTSREPLACEMENT

SPACE

102 HORNE AVENUESAN FRANCISCO, CALIFORNIA, 94124


102 HORNE AVENUE

SAN FRANCISCO, CALIFORNIA, 94124

SHORING PERMIT SUBMISSION

THE SHIPYARD HUNTERS POINT

ARCHITECT:IBI GROUP ARCHITECTURE PLANNING160 WEST SANTA CLARA STREET, SUITE 800SAN JOSE, CA 95113-2600PHONE: (408) 924-0811FAX: (408) 924-0844

CONTACT: PATRICIA LOCK, AIAPRINCIPAL ARCHITECT

OWNER:CP DEVELOPMENT CO, LPC/O LENNAR URBANONE SANSOME STREET, SUITE 3200SAN FRANCISCO, CA 94104PHONE: (415) 995-1772FAX: (415) 995-1778

CONTACT: MICHAEL HOCHSTOEGER, DEV. MGR.DANNY COOKE, EXEC. VICE-PRESIDENT

STRUCTURAL ENGINEER:HOHBACH-LEWIN STRUCTURAL ENGINEERS260 SHERIDAN AVENUE, SUITE 150PALO ALTO, CA. 94306PHONE: (650) 617-5930FAX: (650) 617-5932

CONTACT: MICHAEL RESCH, SESENIOR ASSOCIATE

PROJECT DIRECTORY

A - ACCESSIBLEAB - ANCHOR BOLTAC - ASPHALT CONCRETEA/C - AIR CONDITIONINGACOUS - ACOUSTICALAD - AREA DRAINADD - ADDENDUMADJ - ADJUSTABLE or

ADJACENTAGG - AGGREGATEALT - ALTERNATEALUM - ALUMINUMAPP - APPROVEDAPPROX - APPROXIMATEARCH - ARCHITECT (URAL)

BD - BOARDBEL - BELOWBLDG - BUILDINGBLKG - BLOCKINGBM - BEAMBOT - BOTTOMBRG - BEARINGBRK - BRICKBRZ - BRONZEBUR - BUILT UP ROOFING

C - CARPETCAB - CABINETCB - CATCH BASINCEM - CEMENTCF - CUBIC FOOTCFL - COUNTERFLASHINGCHAM - CHAMFERCJ - CONTROL JOINTCL - CHAINLINKCLG - CEILINGCLR - CLEARCT - CERAMIC MOSAIC (TILE)CMU - CONCRETE MASONRY

UNITCO - CLEAN OUTCOL - COLUMNCONC - CONCRETECONT - CONTINUOUS or

CONTINUECONST - CONSTRUCTIONCOTF - CLEAN OUT THRU

FLOORCOTG - CLEAN OUT TO GRADECOTW - CLEAN OUT THRU WALLCSK - COUNTERSINKCSMT - CASEMENTCSWS - COMPOSITE SHEARWALL SHEATHINGCTSK - COUNTERSUNK SCREWCW - COLD WATER

DET - DETAILDF - DRINKING FOUNTAINDIA - DIAMETERDIAG - DIAGONALDIM - DIMENSIONDIV - DIVISIONDR - DOORDS - DOWNSPOUTDWG - DRAWINGDWR - DRAWER

E - ENAMEL(E) - EXISTINGEA - EACHEB - EXPANSION BOLTEIFS - EXTERIOR INSULATION

FINISHING SYSTEMEJ - EXPANSION JOINTELEV - ELEVATIONELECT - ELECTRICALEMER - EMERGENCYENCL - ENCLOSURE (URE)EQ - EQUALEQPT - EQUIPMENTEXH - EXHAUSTEXP - EXPOSEDEXT - EXTERIOR

(F) - FUTUREFAC - FACTORYFBO - FURNISHED BY OTHERSFD - FLOOR DRAINFDC - FIRE DEPARTMENT

CONNECTIONFE - FIRE EXTINGUISHER

WALL-MOUNTEDFEC - FIRE EXTINGUISHERFF - FINISHED FLOORFHMS - FLAT HEAD MACHINE

SCREW

FIN - FINISHFJ - FLOOR JOISTFLR - FLOORFLUOR - FLUORESCENTFND - FOUNDATIONFO - FACE OFFOC - FACE OF CONCRETE

or COLUMNFOF - FACE OF FINISHFOP - FACE OF PLYWOOD

SHEATHINGFOS - FACE OF STUDFR - FRAME (D), (ING)FRP - FIBERGLASS

REINFORCED PLASTIC PANELS

FTG - FOOTINGFURR - FURRED (ING)

GA - GAUGEGB - GYPSUM BOARDGBWR - GYPSUM BOARD WATER

RESISTANTGI - GALVANIZED IRONGKT - GASKET (ED)GL - GLASS or GLAZINGGLV - GALVANIZEDGSM - GALVANIZED SHEET

METALGYP - GYPSUM

HB - HOSE BIBBHC - HOLLOW COREHDW - HARDWOODHEX - HEXAGONALHM - HOLLOW METAL (STEEL)HOR - HORIZONTALHT - HEIGHTHVAC - HEATING VENTILATING

AIR CONDITIONINGHW - HOT WATER

ID - INSIDE DIAMETERINCL - INCLUDE (D), (ING)INSTR - INSTRUCTION (S)INSUL - INSULATE (D), (ION)INT - INTERIORINV - INVERT

JST - JOISTJT - JOINT

KO - KNOCKOUT

LAM - LAMINATE (D)LAV - LAVATORYLB - LAG BOLTLVR - LOUVERLCP - LAY-IN CEILING PANEL

MAS - MASONRYMATL - MATERIALMAX - MAXIMUMMB - MACHINE BOLTMECH - MECHANICALMED - MEDIUMMFG - MANUFACTURINGMFR - MANUFACTURERMIN - MINIMUMMIR - MIRRORMISC - MISCELLANEOUSMO - MASONRY OPENINGMNT - MOUNT (ED), (ING)MTL - METALMUL - MULLION

(N) - NEWNIC - NOT IN CONTRACTNO - NUMBERNOM - NOMINALNPS - NOMINAL PIPE SIZENTS - NOT TO SCALE

O/ - OVEROC - ON CENTEROD - OUTSIDE DIAMETEROFD - OVERFLOW DRAINOFCI - OWNER FURNISHED,

CONTRACTOR INSTALLED

OFOI - OWNER FURNISHED, OWNER INSTALLED

OH - OVERHEADOPNG - OPENINGOPP - OPPOSITEOPT - OPTIONAL

P - PAINTPAF - POWDER ACTUATED

FASTENERPERIM - PERIMETERPERF - PERFORATEDPL - PROPERTY LINEPLAM - PLASTIC LAMINATEPLAS - PLASTERPLT - PLATEPLWD - PLYWOODPNL - PANELPOC - POINT OF CONNECTIONPT - POINTPTDF - PRESERVATIVE

TREATED DOUGLAS FIRPTN - PARTITIONPSL - PARALLEL STRAND

LUMBERPVC - POLYVINYL CHLORIDE

R - RISERRC - RELATIVE COMPACTIONRD - ROOF DRAINREF - REFERENCEREFR - REFRIGERATORREM - REMOVEREQ'D - REQUIREDRES - RESILIENTREV - REVISIONRFL - REFLECTRHWS - ROUND HEAD WOOD

SCREWRDWD - REDWOODRWL - RAIN WATER LEADER

SAD - SEE ARCHITECTURAL DWGS

SAFF - SELF-ADHERING FLEXIBLE FLASHING

SASM - SELF-ADHERING SHEET MEMBRANE

SCD - SEE CIVIL DWGSSCH - SCHEDULESD - STORM DRAINSEC - SECTIONSED - SEE ELECTRICAL DWGSSF - SQUARE FEETSHLF - SHELFSHLV - SHELVINGSHT - SHEETSHTG - SHEATHINGSIM - SIMILARSLD - SEE LANDSCAPE DWGSSMD - SEE MECHANICAL DWGSSPD - SEE PLUMBING DWGSSPEC - SPECIFICATIONSSQ - SQUARESS - STAINLESS STEELSSD - SEE STRUCTURAL DWGSSTN - STAINSTD - STANDARDSTL - STEELSTSMS - SELF TAPPING SHEET

METAL SCREW

T - TREADT&B - TOP AND BOTTOMTELE - TELEPHONETEMP - TEMPEREDT&G - TONGUE-AND-GROOVETHRU - THROUGHTJ - TOOL JOINTTOC - TOP OF CURB, CRICKET,

or CONCRETETOP - TOP OF PARAPETTOS - TOP OF SLAB,

SHEATHING, or STEELTPTN - TOILET PARTITIONTS - TOP OF SHEATHINGTSB - TOP SET BASETV - TELEVISIONTYP - TYPICALTWS - TACKABLE WALL

SYSTEM

UON - UNLESS OTHERWISE NOTED

VAR - VARIESVB - VAPOR BARRIERVCT - VINYL COMPOSITION

TILEVCTB - VINYL COVERED

TACKBOARDVERT - VERTICALVFY - VERIFYVG - VERTICAL GRAINVIF - VERIFY IN FIELDVO - VENT OVER or OFFSETVR - VENT RISERVTR - VENT THROUGH ROOFVWC - VINYL WALL COVERING

W/ - WITHWD - WOODWF - WIDE FLANGEWI - WOODWORK INSTITUTEWIN - WINDOWW/O - WITH OUTWO - WHERE OCCURSWP - WATER PROOFINGWRB - WEATHER-RESISTIVE

BARRIERWS - WOOD SCREWWSCT - WAINSCOT

@ - ATø - DIAMETER± - PLUS/MINUS

LC - CENTER LINE° - DEGREES

ABBREVIATIONS SYMBOLS

SHEET INDEX

GENERALSH-G0.0 TITLE SHEET

ARCHITECTURALSH-A1.1 SITE PLAN (FOR REFERENCE ONLY)SH-A2.1 FLOOR PLAN - LEVEL 1 RETAINING WALLSH-A2.2 DETAILS & SPECIFICATIONS

STRUCTURALSH1 GENERAL SHORING NOTESSH2 TEMPORARY SHORING DETAILSSH2.1 PERMANENT SHORING DETAILSSH2.2 TYPICAL FOUNDATION DETAILSSH3 SHORING PLANSH4 SHORING ELEVATIONS

VICINITY MAPAPPLICABLE CODESCALIFORNIA CODE OF REGULATIONS, TITLE 24 - BUILDING STANDARDS

2016 CALIFORNIA ADMINISTRATIVE CODE (CAC) (Title 24, Part 1, CCR)2016 CALIFORNIA BUILDING CODE (CBC), Volumes 1 & 2 ( Title 24, Part 2, CCR)

(2015 International Building Code with 2016 California amendments)2016 CALIFORNIA REFERENCE STANDARDS CODE, (Title 24, Part 12, CCR)

2010 ADA STANDARDS FOR ACCESSIBILITY DESIGN, U.S. Department of Justice

NOTE: SOME CODES MAY NOT APPLY IF WORK REGULATED BY SUCH CODES ISNOT WITHIN THE SCOPE OF THIS PROJECT.

VICINITY MAP

N

ARTISTSREPLACEMENTSPACE

SAN FRANCISCO

THESE DRAWINGS AND/OR SPECIFICATIONS FOR THE ITEMS LISTED BELOW HAVE BEENPREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSEDAND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTSHAVE BEEN EXAMINED BY ME FOR DESIGN INTENT AND HAVE BEEN FOUND TO MEETTHE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONSAND THE PROJECT SPECIFICATIONS PREPARED BY ME.

THE ITEMS LISTED BELOW ARE ACCEPTABLE FOR INCORPORATION INTO THECONSTRUCTION OF THIS PROJECT FOR WHICH I AM THE INDIVIDUAL DESIGNATED TO BEIN GENERAL RESPONSIBLE CHARGE.

SIGNATURE

SIGNATURE OF ARCHITECT INRESPONSIBLE CHARGE

DATE

ARCHITECT NAME LICENSE No / EXPIRATION

STATEMENT OF GENERAL CONFORMANCE

PATRICIA LOCK, AIA, LEED AP C18268 - REN. 06/19

FOR INFORMATION ONLY

DN

DROP-OFF ONLY

NO PARKING

UP

5T5

C3

D3

C3D3

T3

13

A

12

(E) BUILDING 101

HORNE AVENUE

RO

BIN

SON

STR

EET

NEW COMMERCIALKITCHEN

(UNDER SEPARATEBLDG. PERMIT)

GAL

VEZ

AVEN

UE

PROPERTY LIN

E

PARKING

FISCHER STREET

PLAZA

PARK ARTIST REPLACEMENTBUILDING

A1.121

TYPR 150' -

0"

20' -

6"

20' -

0"

ASSUMED PL

PROPERTY LINE

PR

OP

ER

TY

LIN

E

20' - 0"

ASS

UM

ED

PL

10' - 0"

PR

OP

ER

TY

LIN

E

PROPERTY LINE

50 TOTAL PARKING SPACES48 STANDARD SPACES2 ACCESSIBLE SPACES (1 VAN ACCESSIBLE)

123456789101112131415161718192021222324252627

293031323334353637383940414243444546

ASSUMED PL

DWFW

RW

G

G

FUTURE TRANSIT STOP

SS SS SS

SS

11' - 0"

10' -

11"

RW

SEE LANDSCAPE DRAWINGSSEE CIVIL DRAWINGS

DW

47484950

FW

115 130

110110

115

140

140

140

115

161

140

140

140

139

141141

142

142

149

161

ASSUMED PLOCII PARCEL

ASSUMED PL NAVYPARCEL UC-2

TRANSFER MID-JUNE 2015

ASSUMEDPL

PARCEL DTRANSFERMID-JUNE

2015

ASSUMED PLPARCEL C

ASSUMED PLPARCEL B

112

112

28

51

LIMIT OF HOSE LENGTH FROM F.H.

FIRE DEPARTMENT ACCESS. WIDTH 20'-0"

PROPERTY LINE ACCESSIBLE BUILDING ENTRANCE

BUILDINGASSUMED PROPERTY LINE

ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED,IS A COMMON, BARRIER-FREE, FIRM AND SMOOTHACCESS ROUTE WITHOUT ANY ABRUPT VERTICALCHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUMSLOPE. PASSING SPACES AT LEAST 60" X 60" ARELOCATED NOT MORE THAN 200' APART. PARTS OFP.O.T. WITH CONTINUOUS GRADIENTS HAVE 60" LEVELAREAS NOT MORE THAN 400' APART. THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THEDIRECTION OF TRAVEL AND IS LESS THAN 5% UNLESSOTHERWISE INDICATED. (P.O.T.) SHALL BEMAINTAINED FREE OF OVERHANGING OBSTRUCTIONSTO 80" MINIMUM AND PROTRUDING OBJECTS GREATERTHAN 4" PROJECTION FROM WALL AND ABOVE 27"AND LESS THAN 80".

PA

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C I A LOCK

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San Jose


ISSUE DATE:

PRIME CONSULTANT

SEAL

SHEET TITLE

SHEET NUMBER


CHK'D BY:

DRAWN BY:

PROJECT NO:

COPYRIGHT:


CONSULTANT

APPROVALS

PLO

T D

ATE:

DEVELOPER



PROJECT


ADDENDUMDATE


REVISIONS

DATEAPPROVED

BU

ILD

ING

PE

RM

IT

S2 4/20/2015 SUPERSTRUCTUREPERMIT SUBMISSION

N/A 6/26/2014 SITE PERMIT SUBMISSION

S1 4/20/2015 FOUNDATION PERMITSUBMISSION

12/1/2014 DBI COMMENTS13/13/2015 OCII COMMENTS2

-

S3 BUILDING PERMITSUBMISSION

3/31/2015

7/9/2015

8/24/2016

APPROVED4/21/2015

10/7/2015 DBI COMMENTSS1.110/7/2015 APPROVED

10/7/2015 DBI COMMENTSS2.112/4/2015 APPROVED

REPLACEMENT SHEETSDBI COMMENTSAPPROVED

S3.1S3.2

9/3/2015

6/9/

2017

4:2

4:36

PM

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A1.11

OVERALL SITE PLAN

PL

PS

12106.000

ARTISTSREPLACEMENT

SPACE


OVERALL SITE PLAN

0 15' 60'30'

N

RE

F.

NO

RT

H

LEGEND

110 LANDSCAPE PLANTING AREA, SLD112 FIRE DEPARTMENT CONNECTION AT BUILDING WALL, SEE DEFFERED

APPROVAL FP DWGS115 FIRE HYDRANT LOCATION, SEE OFF-SITE STREET IMPROVEMENT PLANS

UNDER SEPARATE PERMIT130139 TRASH ENCLOSURE140 LEVEL OF EXIT DISCHARGE141 ARTIST CAR/FORKLIFT ACCESS142 (E) FIRE HYDRANT149 ROBINSON STREET MAIN ENTRANCE161 FIRE HYDRANT, SCD FOR ADDITIONAL INFORMATION, TYP.

1

1

1

1

1

1

1

1

1

1

100-GENERAL NOTES

1. REFER TO CIVIL, PLUMBING, AND ELECTRICAL DRAWINGS FORUNDERGROUND UTILITIES.

2. PRIOR TO ANY UNDERGROUND SITE WORK, VERIFY LOCATION OF ALLEXISTING UTILITIES WITH UNDERGROUND SERVICE ALERT (U.S.A.).

3. SEE A2.11 FOR BIKE RACK AT MAIN ENTRY, ROBINSON STREET

4. SEE C- DRAWINGS FOR ALL FINISH GRADES AND CROSS-SLOPES,SHOWN HERE FOR COORDINATION ONLY.

5. SEE CL- DRAWINGS FOR PAVEMENT EXPANSION AND CONTROL JOINTS, TYP.

6. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING, TYP.

7. SEE G0.06 PRE-APPLICATION PLAN REVIEW LETTER FOR REQUIREMENTSOF G1, A1 THROUGH A3, F1 THROUGH F8, AND DBI PLAN QUESTIONS 1THROUGH 4. CONTRACTOR TO COMPLY WITH REQUIREMENTS WHERENOTED AND COORDINATE WITH ARCHITECT, TYPICAL.

KEYNOTES

S3.2

S3.1

2

2

2

2

2

S3.1

S3.1

S3.1

S3.1

S3.2

S3.2



San Jose


PA

TR I

REN. 6/19No. C18268

C I A LOCK

C

A

ALIFO

RN

I

F

ST

AT

O

L

E

TICE

NSED ARCHITEC

ISSUE DATE:

PRIME CONSULTANT

SEAL

SHEET TITLE

SHEET NUMBER


CHK'D BY:

DRAWN BY:

COPYRIGHT:


CONSULTANT

APPROVALS

PLO

T D

ATE:

DEVELOPER



PROJECT


ADDENDUMDATE


REVISIONS

DATEAPPROVED

SH

OR

ING

PE

RM

IT S

UB

MIS

SIO

N

-

06/08/2017

6/9/

2017

4:2

5:48

PM

C:\U

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SH-A1.1

OVERALL SITE PLAN

Checker

Author

12106.000

ARTISTSREPLACEMENT

SPACE


PROPERTY LINE

AREA OF WORK

ALL OTHER WORK SHOWN,PART OF S3 ADDENDUMPERMIT #201406309976

ALL OTHER WORK SHOWN,PART OF S3 ADDENDUMPERMIT #201406309976


1398765

A

121110

FDC

107.21' T.O.C.

PROPERTY LINE

PR

OPE

RTY

LIN

E

PROPERTY LINE

107.21' T.O.C.107.21' T.O.C.107.21' T.O.C.107.21' T.O.C.107.21' T.O.C.

107.21 T.O.C 107.15' T.O.C.

8' - 8" 50' - 0" 10' - 10" 14' - 2" 25' - 0" 10' - 0" 15' - 0" 10"

1"3' -

0"

107.21' T.O.C.

107.11' T.O.C.107.11 T.O.C.107.13' T.O.C.107.13' T.O.C.

105.83' B.O.T.D.107.13' T.O.C.

105.67' B.O.T.D. 105.83' B.O.T.D. 105.83 B.O.T.D.106.15' B.O.T.D.

107.15' T.O.C.

201

95' - 1"

201201

202

204204203

11SH-A2.2

23SH-A2.2

205

1398765

A

121110

FDC

PROPERTY LINE

PR

OPE

RTY

LIN

E

PROPERTY LINE

107.78' T.O.W.

114.84' T.O.W.

114.84' T.O.W.

1"3'

- 0"

112.08' T.O.W.

201201201

20620620611

SH-A2.2 23SH-A2.2

NOTE: ALL SYMBOLS AND PATTERNS MAY NOT NECESSARILY OCCUR ON THIS SHEET.

REINFORCED CONCRETEWALL, SEE SH-DWGS

XX.XX' T.O.C.

ELEVATIONVALUE AND POINTOF ELEVATION

T.O.C. = TOP OF CONCRETEB.O.T.D. = BOTTOM OF TRENCH DRAINT.O.W. = TOP OF WALL

N

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F.

NO

RT

H

1 13

AA

D

9

H

AREA OF WORK


San Jose


PA

TR I

REN. 6/19No. C18268

C I A LOCK

C

A

ALIFO

RN

I

F

ST

AT

O

L

E

TICE

NSED ARCHITEC

ISSUE DATE:

PRIME CONSULTANT

SEAL

SHEET TITLE

SHEET NUMBER


CHK'D BY:

DRAWN BY:

COPYRIGHT:


CONSULTANT

APPROVALS

PLO

T D

ATE:

DEVELOPER



PROJECT


ADDENDUMDATE


REVISIONS

DATEAPPROVED

SH

OR

ING

PE

RM

IT S

UB

MIS

SIO

N

-

06/08/2017

6/9/

2017

6:0

0:58

PM

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SH-A2.1

FLOOR PLAN -LEVEL 1 RETAININGWALL

PL

PS

12106.000

ARTISTSREPLACEMENT

SPACE


FLOOR PLAN - LEVEL 1 RETAINING WALL

LEGENDKEYNOTES KEY PLAN

N

RE

F.

NO

RT

H

0 4' 16'8'

FLOOR PLAN - LEVEL 1 TOP OF RETAINING WALL

1. ALL WALL DIMENSIONS ARE TO: FACE OF STUD OR COLUMNS,

CENTERLINE OF STUDS OR COLUMNS,SCHEDULED OPENINGS AND OTHER GRID POINTS, U.O.N.

2. REFER TO STRUCTURAL (SH) DRAWINGS FOR WORK NOT SHOWN HERE.

GENERAL NOTES

N

RE

F.

NO

RT

H

0 4' 16'8'

201 SEE SHEET SH3 SHORING PLAN FOR RETAINING WALLINFORMATION

202 STORM DRAIN, N.I.C. - PART OF SEPARATE PERMIT203 BUILDING - PART OF S3 ADDENDUM PERMIT #201406309976204 CONCRETE PAVEMENT AND TRENCH DRAIN - PART OF S3

ADDENDUM PERMIT #201406309976205 SOLDIER PILE, TYP. SEE SH DRAWINGS206 METAL RAILING - PART OF S3 ADDENDUM PERMIT

#201406309976


PR

OPE

RTY

LIN

E

12" MAX

1"

6" T

YP. M

AX.

T.O. SIDEWALK

DRAIN BOARD

RETAINING WALL, SEE SH DWGS.

TOP OF WALL ELEVATION SEESH-A2.1

T.O.WALL VARIESSEE SH-A2.1

PR

OPE

RTY

LIN

E

T.O.C.SEE SH-A2.1

SIDEWALK, N.I.C.PART OFSEPARATEPERMIT

SLOPE

1' -

0"

TRENCH DRAIN,PART OF S3ADDENDUM PERMIT#201406309976

CONC. WALK W/ THICKENED SLABEDGE, PART OF S3 ADDENDUMPERMIT #201406309976

RAILING, PART OF S3ADDENDUM PERMIT #201406309976

F.O

. CO

NC

.

FOOTING, SEE SH DWGS

PR

OPE

RTY

LIN

E

12" MAX

6" T

YP. M

AX.

1" 3' - 0"

T.O. SIDEWALK

DRAIN BOARD TRENCH DRAIN,PART OF S3ADDENDUM PERMIT#201406309976

RETAINING WALL, SEE SH DWGS.

CONC. WALK W/ THICKENED SLABEDGE, PART OF S3 ADDENDUMPERMIT #201406309976

FOOTING, SEE SH DWGS

SIDEWALK, N.I.C.PART OFSEPARATEPERMIT

RAILING, PART OF S3ADDENDUM PERMIT #201406309976

T.O.WALL VARIESSEE SH-A2.1

T.O.C.SEE SH-A2.1

SLOPE

5"

1' -

0"

F.O

. CO

NC

.


San Jose


PA

TR I

REN. 6/19No. C18268

C I A LOCK

C

A

ALIFO

RN

I

F

ST

AT

O

L

E

TICE

NSED ARCHITEC

ISSUE DATE:

PRIME CONSULTANT

SEAL

SHEET TITLE

SHEET NUMBER


CHK'D BY:

DRAWN BY:

COPYRIGHT:


CONSULTANT

APPROVALS

PLO

T D

ATE:

DEVELOPER



PROJECT


ADDENDUMDATE


REVISIONS

DATEAPPROVED

SH

OR

ING

PE

RM

IT S

UB

MIS

SIO

N

-

06/08/2017

6/9/

2017

6:1

1:41

PM

C:\U

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SH-A2.2

DETAILS &SPECIFICATIONS

PL

PS

12106.000

ARTISTSREPLACEMENT

SPACE

102 HORNE AVENUESAN FRANCISCO, CALIFORNIA, 94124 3/4" = 1'-0"23 SECTION AT RETAINING WALL

3/4" = 1'-0"11 SECTION AT RETAINING WALL

SPECIFICATIONS
