FACILITIES DESIGN & CONSTRUCTION...and NFPA 241. B. Assign the work of relocating, removal, cutting...

FACILITIES DESIGN & CONSTRUCTION UC DAVIS MEDICAL CENTER SACRAMENTO, CALIFORNIA

ADDENDUM No. 3

TO THE

CONTRACT DOCUMENTS

JANUARY 22, 2019

ITEM NO. 2 -REVISIONS TO SPECIFICATIONS:

PROJECT NO. 9559040 HOSPITAL SEISMIC UPGRADE, INCREMENT 3

PROJECT No. M030667 HOSPITAL SEISMIC UPGRADE, INCREMENT 4

1. ADD attached Specification Section 01 35 16 -Alteration Project Procedures to both Increments 3 and 4.

2. REPLACE Specification Section 08 71 00 -Finish Hardware for Increment 4 with the attached.

3. DELETE reference to Spec 22 05 13 (not applicable to this project) from Specification Section 22 13 43, paragraph 2.3-A.

ITEM NO. 3-CLARIFICATIONS TO BIDDERS:

1. Q: Project 9559040, Increment 3, Sheets A-552 and A-641. How high is the wainscot to be figured? Pleaseclarify 48" AFF is acceptable.

A: Refer to interior elevations on sheet A-221 for wainscot height.

2. Q: Project 9559040, Increment 3, Sheets A-110A, A-120A, and A-552. There is a plan note 29 that directs usto repair/add stainless steel wainscot. However there are no elevation details or specifications for this work.The same conditions apply for the s.s Cap shown on A-120A and A-552. Please Clarify.

A: Contractor shall match existing conditions wherever they occur and wherever the work requires alterationsto any stainless steel wainscot or other building materials. See attached Specification Section 01 35 16 forpatch and repair of existing surfaces.

3. Q: Please confirm that rooms 7139 and 7139A are not in our scope of work.

A: The scope of work in rooms 7139 and 7139A has been removed as part of Change Order 3, delta 9. We'veupdated the finish schedule (A-641) to reflect that removal of the scope of work as part of Addendum 2.

4. Q: We would like to request a product substitution on Spec 08 17 13 - Integrated Door Assemblies.

A: Substitution request rejected. Use specified manufacturer.

5. Q: Scope of Work- BP-011: Are the cars in question elevators 1000A & 10008?2: Please define "Protection".3: Please define "call box system" Please provide a specification.

A: 1: Only 1 existing elevator car will be designated for construction use, it will be car 1 OOOF2: Examples of protection would be elevator maintenance blankets or coroplast panels.3: System must be hard wired (no wireless systems are acceptable), reference McKee Communications 120Hoistcom system as an example of an acceptable system.

6. Q: Which trade package is responsible for removal and haul off of existing plumbing fixtures after safe-off bythe plumbing contractor?

A: MEP trades shall safe off all items to be demolished, and then Demo/Abatement Prime Trade Contractorwill do mass demo.

7. Q: Which trade package is responsible for the pneumatic tube scope of work shown on the mechanicaldrawings?

A: P-Tube was listed as already abandoned in place so if it is to be demo'd, the Demo/Abatement PrimeTrade Contractor can take care of this scope of work.

AD3-2 of 3


PROJECT NO. M030667 HOSPITAL SEISMIC UPGRADE, INCREMENT 4

ALTERATION PROJECT PROCEDURES 01 35 16 - 1

SECTION 01 35 16 ALTERATION PROJECT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Products and installation procedures for patching and extending Work.

B. Transitions and adjustments.

C. Repair of damaged surfaces and finishes.

D. Cleaning.

1.2 RELATED SECTIONS

A. Section 01 73 29 – Cutting and Patching.

B. Section 02 41 00 – Demolition.

1.3 ALTERATIONS, CUTTING AND PROTECTION

A. Perform work of this Section under provisions of CBC Chapter 33, CFC Chapters 33 and 35, and NFPA 241.

B. Assign the work of relocating, removal, cutting and patching of products, materials, equipment and systems to trades qualified to perform the work, in a manner to cause the least damage to existing surfaces and provide a means of returning surfaces to the level of quality of new work.

C. Perform cutting and removal work to remove the minimum amount of materials necessary to accommodate new work and in a manner to avoid damage to adjacent work.

1. Cut finish surfaces such as concrete, masonry, drywall, plaster, or metals in a straight line at a natural point of division or where required to perform the specified work.

D. Protect existing finishes, equipment and adjacent work that are scheduled to remain from damage.

1. Close openings in exterior surfaces to protect existing and new work from extremes of temperature.

a. Maintain existing interior work above 60 degrees F and below 85 degrees F.

b. Provide heat and humidity control as needed to prevent damage to existing work and to new work.

E. Provide temporary enclosures and doors to separate work areas within the building and from areas occupied by Owner.

PROJECT NO. 9559040 HOSPITAL SEISMIC UPGRADE, INCREMENT 3 PROJECT NO. M030667 HOSPITAL SEISMIC UPGRADE, INCREMENT 4

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PART 2 PRODUCTS

2.1 PRODUCTS FOR PATCHING AND EXTENDING WORK

A. New Materials: As specified in product Sections; match existing products, materials, equipment and systems for patching and extending work.

1. Provide same products, materials or types of construction as that in existing structure as required to patch, extend or match existing work.

2. A product, finish or type of construction that requires patching, extending or matching shall be installed as necessary to complete the Work and match the consistency of adjacent standards of quality.

B. Type and Quality of Existing Products: Determine by inspection and testing of products where necessary, referring to existing Work as a standard.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that demolition is complete and areas are ready for installation of new Work.

B. Beginning of restoration Work means acceptance of existing conditions.

3.2 PREPARATION

A. Cut, move or remove items as necessary for access to alteration and renovation Work at no additional cost to Owner. Replace and restore assemblies at completion to “like new” condition.

B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as required to receive finished Work.

C. Remove all debris and abandoned items from area and from concealed spaces.

D. Remove surface finishes and prepare surfaces for proper installation of new work and finishes.

3.3 INSTALLATION

A. Coordinate alteration and renovation work to expedite completion and to accommodate Owner occupancy. Patch and extend existing work using skilled mechanics that are capable of matching existing quality of workmanship. Quality of patched or extended work shall be not less than that specified for new work.

B. Room Finishes: Complete in all respects including operational mechanical and electrical work.

C. Remove, cut and patch items as necessary for access to alterations and renovation Work in a manner to minimize damage and to provide a means of restoring products and finishes to specified condition.


PROJECT NO. M030667 HOSPITAL SEISMIC UPGRADE, INCREMENT 4


D. Refinish visible existing surfaces to remain in renovated rooms and spaces to specified condition for each material with a neat and flush transition to adjacent finishes.

E. In addition to specified replacement of equipment and fixtures, restore existing plumbing, heating, ventilation, air conditioning and electrical systems to full operational condition.

F. Install products using procedures to match existing products and finishes.

G. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.

3.4 TRANSITIONS

A. Where new Work abuts or aligns with existing, provide a smooth and even transition.

B. Patch Work to match existing adjacent Work in texture and appearance, without breaks, steps or bulkheads.

C. When finished surfaces are cut and a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division. Make transition recommendation to Architect prior to proceeding with the Work.

3.5 ADJUSTMENTS

A. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing a smooth transition to Architect.

1. Where extreme change of plane of 2 inches or more occurs, request from Architect direction for making transition.

B. All openings for surface penetrations shall be cut uniformly around and sealed and closed tight to penetrating elements.

3.6 REPAIR OF DAMAGED SURFACES

A. Patch or replace portions of existing surfaces that are damaged, lifted, discolored or showing other imperfections at no additional cost to Owner.

B. Repair substrate prior to patching finish.

3.7 FINISHES

A. Finish surfaces as specified in individual product Sections.

B. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections.

3.8 CLEANING

A. Clean adjacent Owner occupied areas of work soiled by work of this Contract.

END OF SECTION 01 35 16

Project No. M030667 Hospital Seismic Upgrade – Decommission North/South Wing

08 71 00 - 1

FINISH HARDWARE 01/10 Edition; Rev. 0

SECTION 08 71 00 FINISH HARDWARE

PART 1 - GENERAL

1.1 DESCRIPTION

A. Scope: Work under this Section shall include all materials and installation necessary to provide Finish Hardware as shown and detailed on the Drawings and specified herein.

1.2 QUALITY ASSURANCE

A. References:

1. General: Satisfy applicable fire, building and accessibility codes and rules.

2. Accessibility Standards:

a. General: ANSI A117.1 and the California Code of Regulations, Title 24.

b. Americans with Disabilities Act (ADA): Standards for Accessible Design.

3. National Fire Protection Association (NFPA): NFPA 80, 101, and 252.

4. American Woodwork Institute (AWI): Quality Standards.

5. Underwriters Laboratories: UL 10B and 305.

1.3 QUALIFICATIONS:

A. Supplier:

1. General: A firm specializing in the supply and servicing of institutional and commercial door hardware for at least five (5) years.

1.4 COORDINATION:

A. The hardware groups/sets specified in section 08 71 00 - Part 3 are intended to establish type and design standard when used together with the requirements of this Section, Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections. Examine Contract Documents and furnish proper hardware for door openings. Refer to specifications for clarification and detailed requirements and provide products and services in specifications even if not written in hardware groups/sets in section 08 71 00 - Part 3.

B. Coordinate work of this Section with other directly affected Sections involving manufacturer of any internal reinforcement for door hardware. In particular, coordinate door preparation in accordance with applicable regulatory and trade standards specified.

1. Provide hardware templates to door and frame manufacturer. Provide two templates to those manufacturers who are not currently registered template book holders.

2. Provide finish hardware schedule for use by the door and frame suppliers.


08 71 00 - 2 FINISH HARDWARE 01/10 Edition; Rev. 0

3. Where hardware sets/groups have different information than the specifications, refer to the specifications and drawings for clarification and bid combined hardware sets/groups and Contract Documents/specifications. Provide combined materials/devices at time of submittals in addition to other coordination items:

a. Coordinate keying requirements as specified in this Section.

C. Convene coordination meeting between all opening vendors and installers at least two weeks prior to purchasing doors, frames, door hardware, and electrical devices required for complete systems.

1. Required attendance includes, but is not limited to, the following: Contractor, hardware supplier and/or installer, door supplier and/or installer, frame supplier and/or installer, security card reader vendor and/or installer, and electrical contractor.

2. Contractor shall be responsible for verifying that the door hardware accepted for installation is compatible for use with the doors and door-frames.

1.5 SUBMITTALS

A. Hardware Schedule:

1. General: Submit completely detailed finish hardware schedule via electronic PDF in vertical format as illustrated by the Sequence of Format for the Hardware Schedule as published by the Door and Hardware Institute. Reference headings to hardware groups specified and clearly indicate door type, or mark, describe its location, hand, size, door and frame material, and fire rating, if applicable. Organize all doors with the exact same hardware group under one heading, either per building, or per project. If per project, list doors per building in numerical order. Horizontal-type schedules will be returned for correction before checking

2. Non-Acceptance: Coded, or keyed hardware scheduling, creating a separate heading for every door and requiring reference to master lists of products is not acceptable, and will be rejected without review.

B. Manufacturers List:

1. General: List manufacturer’s names and product numbers for items used in hardware schedule to facilitate checking for compliance.

2. Product Source: Furnish each type of lock and latchset from a single manufacturer, unless more than one manufacturer’s products are specified

3. Substitutions: Refer to Section 01 60 00 – Product Requirements. If substitutions are offered, list both the specified product and the proposed substitution.

a. Samples:

1) General: Submit, with hardware schedule, physical sample of each item proposed to be substituted for specified item.

2) Label: Clearly mark each sample to indicate name of item, brand name, manufacturer’s catalog number and item for which it is proposed to be substituted.


08 71 00 - 3


3) Disposition: Approved samples may be used in work; rejected samples will be returned.

1.6 PRODUCT HANDLING

A. General: Refer to Section 01 31 00 – Coordination.

B. Packaging: Mark all materials so as to identify door number, hardware type, location and hand of door

C. Keys: Label and deliver all keys to University's Representative.

D. Coordination:

1. General: Hardware applied to aluminum or metal doors and frames and factory prepared wood doors and frames shall be made to template; provide two copies of approved finish hardware schedule for use by door and frame suppliers.

2. Distribution: Furnish two copies of each template to those manufacturers who are not listed as current registered template book holders; furnish two copies of each template for items whose manufacturers do not provide registered template book.

1.7 MAINTENANCE

A. Guarantee:

1. General: Provide in required form for a period of one (1) year from date of final acceptance by University.

2. Door Closers: Twenty-five (25) years.

3. Exit Devices: Five (5) years.

PART 2 - PRODUCTS

2.1 MATERIALS

A. SPECIFIED PRODUCTS AND ACCEPTABLE MANUFACTURERS Catalog numbers used below are those of the following specified manufacturers. Acceptable alternate manufacturers are as listed; items produced by acceptable manufacturers, comparable to those specified in material, weight, size, function, design and finish will be considered accepted equals to those items specified and will not require submittal of physical sample or request for substitution. Any other manufacturers other than those listed as "Specified" or "Acceptable Manufacturer" will be considered as "or equal" subject to requirements for substitution requests or required by Division 01. University's Representative’s decision regarding any item submitted for approval as equal to that specified shall be final.

Product Specified Acceptable Manufacturers

Hinges: McKinney Hager, Stanley, PBB

Interior Doors: Locks and Cylinders: Schlage No known equal



Exterior Doors: Locks and Cylinders: Primus No known equal

Closers: LCN 4040 Dorma, Yale

Floor/Wall Stops: Quality/Trimco Glynn Johnson Brass; Quality

Exit Devices: Von Duprin Precision American Device,Von

Duprin Thresholds and Weatherstrip Pemko National Guard; Zero

Silencers: Brass Quality, Signature

Trim: Ives/Trimco Door Controls Int’1;

Quality, Signature Brass

B. Material Codes:

1. Hinges:

H1 BB51 H2 PB51 H3 BB81 H4 PB81 H5 SP81

2. Locksets:

L1 L9070P 06A L2 4710 x 4502-01 x MS4043 x 4590 L3 20-013 L4 20-001 L5 D40S Rho L6 D50PD Rho L7 L9486P 06A L8 D80PD Rho L9 D10S Rho L10 D70PD Rho L11 L9080P 06A L12 L9463P L13 L9460P L14 46-002 x 36-031 x 10-051 L15 B460P L16 B463P L17 20-022 L18 D170 Rho L19 45-102 L20 D55 PD Rho

3. Closers:

C1 BTS 80/D LFP x 2/75220


08 71 00 - 5


C2 7801 C3 7801-DEL C4 7801-PA C5 7801-PA-DEL C6 7801-DS-DEL C7 7801-PHO C8 7801-DSTHO

4. Stops:

Provide S2 unless otherwise specified, or unless a different model is more appropriate. S1 SB144 S2 SB302 S3 SB139 S4 SB331ES (with SB332 at carpet) S5 SB1341A

5. Exit Devices:

ED1 3347NL-OP ED2 3347EO ED3 9975NL ED4 9975L-F ED5 9975L-F X 576 X 9947L-P-DT ED6 99NL ED7 99EO ED8 4954 X 154 STABILIZER ED9 9975NL X 576 X 9947EO ED10 99L-F ED11 99EO-F ED12 9954

6. Thresholds:

T1 Type 3 ½"x 7" T2 S245A T3 S425A T4 437A x 279A x 437A x 261A full width center support x welded assembly. T5 As/If Detailed T6 S483AV T7 S405A T8 S404A T9 S411A x S412A T10 S426A T11 S407A x 755A T12 S205A T13 437A x 236A x 437A x 261A full width center support x welded assembly.

7. Weatherstrip

W1 F797 W2 323C W3 183SP x thru bolts x F797



W4 320C W5 403C W6 430A W7 129CV W8 DS77C W9 R199A W10 DKB3 W11 F129CV W12 599C W13 Weatherstrip and door bottom by door supplier.

8. Miscellaneous:

Ml Push/Pull Set SB484 x Figure 5 B to B mounting M2 Lock Astraga1 9615-1 M3 Mutes SB1337A M4 Flushbolts SB1358-12" M5 Flushbolts SB1358-18" M6 Dustproof Strike 81 M7 Kickplate 12" x 1-½" L.D.W. x .050 M8 Push Plate SB2300-5 cut for cylinder as required. M9 Pull Plate SB551 x SB2300-5 cut for cylinder as required. M10 Key Control Cabinet, wall mounted locked cabinet, with cross-reference

permanent loan record. Capacity to be 300% of the keys for this project. M11 Kickplate 12" x 1" L.D.W. x .050 M12 Cane bolt 1408-18" x 2C M13 Flush Pull SB1459 M14 Dustproof Strike 80 M15 Armor Plate 40" x 1-½" L.D.W. x .050 M16 Not Used. M17 Flushbolt SB162R M18 Overhead Stop and Holder 900H Series M19 Set Automatic Flushbolts 945NH M20 Coordinator 600 Series x 601 AB or 601 C as required. M21 Roller Latch SB93 M22 Bifold Hardware Set 1264 M23 Set Automatic Flushbolts 842NH M24 Set Automatic Flushbolts 845NH M25 Hasp and Staple 1941

C. Manufactured Units:

1. Locks:

a. General: Provide wrought boxes for strikes.

b. Keys: Furnish three (3) uncut blanks for each lockset, in keyways to match project system.

2. Closers: Key valve type or screw type; furnish one key for each five (5) closers. Fasten with four (4) sex bolts per closer. Provide 180º opening where indicated. Provide parallel arms with jamb attachment for all out-swinging doors. Supply drop plates at narrow top rail doors, as required.

3. Screws, Bolts, and Fastening Devices: Exposed head oval Phillips type in


08 71 00 - 7


countersunk holes, unless otherwise specified or required. Use screws, bolts, washers, grommets, nuts, and other fastening devices of appropriate length, type, head, metal and finish, as necessary for proper match and application of hardware. See Section 05 50 00 – Miscellaneous Metal Fabrications.

4. Fire Rated Doors: Equip fire rated doors with UL listed hardware meeting requirements of CBC Chapter 7 43 and Fire Protection Equipment list of Underwriters Laboratories, Inc.

5. Padlock: Schlage PL4741 padlock or equal keyed as directed for roof hatches, gates, traffic barrier bollards and roof access ladder security covers.

6. Thresholds: Provide all thresholds, door bottoms and seals as specified, or detailed. Provide thresholds with non-standard custom-drilled screw holes where details indicate this requirement.

7. Butt Hinges:

a. General Locking reverse bevel doors shall be furnished with NRP feature butts. All doors with closers shall be furnished with ball, or oilite bearing butts.

b. Exterior: Butts for reverse bevel exterior doors shall be of equivalent model listed, but shall be of nonferrous metal.

c. Size: Unless otherwise specified, the size of the butts will be determined by the following rules:

1) Doors 1-⅜” thick and up to 2’-4" wide: 3-½” butts.

2) Doors 1-⅜” inch thick over 2’-4" to 3’-0" Wide: 4” butts.

3) Doors 1-¾” thick up to 3’-0" wide: 4-½” butts.

4) Doors 1-¾” thick over 3’-0" wide: 5” butts.

5) Note: All butts shall be of proper width to clear trim in projection to allow 180º swing and that width shall be determined by the following rules:

6) For doors up to 2-¼” thick: twice the door thickness, plus trim projection, less ½”, equals the proper hinge width. For doors 2-¼” to 3” thick: twice the door thickness, plus trim projection, less ¾” equals the proper hinge width. Furnish three butts for each door leaf up to 7’-0" high. Furnish an additional butt for each 2’-0" of door height over 7’-0".

2.2 KEYING

A. General: All keyed locks shall have temporary cylinders or plugs during construction. Provide following:

1. Grand Master Key System:

a. General: Key to University's existing Primus Controlled Access Grand



Master Key System; provide six (6) cut GMK and six (6) cut Master Keys per set; allow for four (4) Master Key sets.

b. Keying: All final keying to be performed by UCDMC Lock Shop. Deliver interior and exterior cylinders to University's Representative for final re-keying.

2. Key Control System: Visual; stamp keys with key set symbols.

3. Construction Master Key System: Furnish twenty (20) construction master keys, and four (4) extractor keys.

4. Change Keys: Three (3) standard bow change keys per cylinder.

2.3 FINISHES

A. General: Provide finishes as follows, unless otherwise indicated:

Hinges: Exterior 630 (32D); Interior 652 (26D) Locks: 626 (26D) Closers: 689 (Aluminum finish) Floor Closers: 626 (26D) Stops: 626 (26D) Exit Devices: 626 (26D) Thresholds/Weatherstripping: 628 (28) Trim: 626 (26D) Protection Plates: 63G (32D) Special Items: As Noted Key Cabinet: Manufacturer’s standard

B. Provide keyed, construction cores and keys during the construction period:

1. Provide Schlage large format, interchangeable black or gold brass construction cores and brass keys at all doors (interior and exterior):

2. Plastic cores are not permitted.

3. Furnish construction keys in the following quantities:

a. 20 each = Construction masterkeys.

b. 3 each = Construction Core Extractor keys.

4. Construction control and operating keys and core shall not be part of the University Representative's permanent keying system or furnished in the same keyway (or key section) as the University Representative’s permanent keying system.

C. Under the Contractor bidding/pricing:

1. Key Systems (Cylinders, Cores and Keys.):

a. Schlage Lock manufacturing – large format, interchangeable, E or F keyway cores.


08 71 00 - 9


b. Building standard, no substitutions permitted.

2. Contact the University Representative’s including locksmith to develop the keying matrix (i.e. how to key the project openings/doors), who will cut keys & pin cores/cylinders provided via the purchased lock manufacturer (Contractor PROVIDE ALL PARTS AND DEVICES and keying services) and to install at all keyed openings/doors:

3. Perform keying meeting, programming schedule and the following tasks: After hardware has been submitted and reviewed in accordance with Division 01 requirements and 08 71 00, arrange a keying matrix/programming meeting with University Representative and 08 7100 Vendor representing the Schlage lock and key system.

a. Provide copies of the reviewed door and frame submittals (brought to the meeting) with card reader and keyed doors highlighted on plans for review session.

b. Follow procedures for keying meeting & Programming Schedule as outlined by the Door Hardware Institute (DHI procedures are based on example Door Hardware Institute core class entitled Masterkeying class #AHC200)

c. Keying meeting to produce a programming schedule/matrix based on the following:

d. Furnish meeting notes and three (3) compete, typed copies of keying and programming schedule to University Representative for final review.

e. Permanent keys and cores to be stamped with the applicable key mark for identification. The visual key control marks or codes shall not include the actual key cuts.

4. Contractor to install permanent cores in presence of University Representative.

D. Fire Control Key Boxes:

1. Product: Rapid Entry System.

2. Provide Knox Box(s) at the main entrance(s) for all new buildings on the UC Davis Campus. University’s Representative to coordinate locations to be determined by the UC Davis Fire Department. For Knox Box procedures, refer to UCDMC Fire Department Standards. Recommended location is 4 to 5 feet above ground and no more than 2 feet from the door.

PART 3 - EXECUTION

3.1 APPLICATION

A. General: Install in strict conformance with referenced standards, the manufacturer’s written directions, as shown, and as herein specified.

B. Floor Clearances: Unless detailed otherwise on Drawings, provide following clearances:



1. Labeled Doors: ⅜” maximum over floor or threshold.

2. No Threshold: ¾” maximum for metal doors; ⅝” maximum for wood doors.

3. Threshold: ⅛” typical.

4. Carpet: ⅛” over top of nap, unless otherwise shown.

C. Hardware Placement: Except for hinges, do not install hardware until completion of painting and finishing work. Unless detailed otherwise, place hardware at following height above finish floor:

1. Strike (Centerline) for Locks and Latches: Between 40” and 42”.

2. Hinges: Manufacturer’s standard.

3. Door Pull (Centerline): 42”.

4. Push Plate (Centerline): 44”.

5. Deadlocks (Centerline of Cylinder): 44”.

D. Installation:

1. General: Install hardware in precise manner; door clearance and hardware placement as specified. Predrill pilot holes in wood for screws. Drill and tap for surface mounted hardware on metal.

2. Hinges: Set hinge leaves snug and flat in mortises; turn screws to flat seat (do not drive). Drive hinge pins down and tighten setscrews.

3. Closers: Mount door closers for maximum swing of door before setting stops.

4. Silencers: Set in place before adjusting strikes.

5. Locksets: Install locks with keyways in proper position, and levers, roses and escutcheons firmly affixed.

6. Thresholds: Set in waterproof sealant and secure with lead shields and countersunk screws of same finish as threshold. In heavy traffic areas use Hilti Countersunk Kwik Bolt II, size dependant on height of threshold, or equal.

E. Reinstallation Of Existing Doors:

1. Examine existing openings (frames and/or doors) scheduled for hardware replacement or refurbishment: Where hardware groups/sets have different information, refer to the following for clarification. Provide hardware groups/sets devices along with added devices as indicated on drawings and detailed requirements for each type of device

a. Existing openings in this contact to be determined by Contract Documents including but not limited to requirements in the above specification language, architectural plans, door schedule pages, door details pages and/or full specification documents.


08 71 00 - 11


b. Frame may have bent out of "plumb, square and true", shim and adjust doors to swing per manufacturer’s recommendations.

c. Provide hardware necessary for completion of the work to conform with the intent of this Section as to quality, function, code compliance, and as scheduled at no additional cost to the Owner.

d. Uninstall hardware at existing doors and do not re-install old hardware or install new hardware until painting and finishing work is completed.

e. Where either #1) new doors are to be installed at existing frames or #2) existing doors and frame are to remain, the new mounting heights for locksets may not align with the existing hardware preparations/templating.

1) Prepare openings to accept the new hardware (including new hinges, strikes and strike location, and/or additional hardware specified below and in and above specifications:

a) Verify in field existing hanging/hinge requirements for installation (see specifications and manufacturer’s printed instructions).

(1) Where continuous hinges are installed in place of butt-type hinges, fill abandoned hinge openings/preps in the existing frames, then fill with bondo, grind/sand smooth surface smooth and prime/paint per Section 09 91 00.

(2) Furnish and install correct sized shims and filler plates: sized to either Don Jo device # HF-45 or SHF-45 or size as required for each opening.

b) Verify in field existing closers requirements for installation (see specifications and manufacturer’s printed instructions).

c) Verify in field existing locking device requirements for installation (see specifications and manufacturer’s printed instructions).

(1) Verify in field existing strikes. Provide and install new ANSI 4-7/8 inch or standard 2-3⁄4 inch strikes to match existing frame preparation/template unless “Unit-type” locks and latchsets were previously installed.

(2) Where “Unit-type” locks and latchsets where previously installed, as part of Contract, provide labor and material to retrofit “Unit-type” lock and latchset strikes to become either ANSI 4-7/8 inch strikes for mortise devices or standard 2-3⁄4 inch strikes for cylindrical devices.

(3) At exit/panic device locations, provide new



strikes as required for hardware latching systems.

2) Fill abandoned hinge strike openings/preparations in the existing openings with like-gauge materials.

a) At non-rated openings fill abandoned strike, hinges and or old screw or installation holes in the existing door and/or frames. Fill with bondo, grind/sand smooth surface smooth, and prime/paint per Section 09 91 00.

b) At rated openings fill abandoned strike, hinges and or old screw or installation holes in the existing door and/or frames only in accordance with CBC 2013 (abandoned preps with like-gauge materials). Prime/paint per Section 09 91 00.

2. After cutting and installation (through Intertek or approved agency). Contact Information: Intertek Northern California Recertification Representative: Lawrence Ruiz Cell phone (925) 698 -0437 // Email: lawrence.ruizatintertek.com (Intertek ETL SEMKO main phone number: 608-836-4400)

3. General: Remove existing doors noted to have swing reversed, alter door and hardware as required, and reinstall door with new swing as indicated.

4. Hardware: Provide new hardware where existing cannot be altered to suit new conditions. New hardware, when required, of quality specified herein and function to match that of existing door.

3.2 ADJUSTMENT AND MAINTENANCE

A. General: Prior to acceptance, adjust all moveable parts to assure smooth operation.

B. Door Closers: Adjust for closing speed, latching speed, back checking, and adjust hold-open devices for full control of door. Maximum effort to operate doors shall not exceed 5.0 lbs. for exterior doors, 5.0 lbs. for interior doors, and 15 lbs. for fire doors.

3.3 CLEANING

A. General: Upon completion, thoroughly clean all exposed surfaces per manufacturer’s instructions.

3.4 SCHEDULES

A. Manufacturers Legend:

Code Name MC McKinney SC Schlage LC LCN Closers VO Von Duprin TR Trimco PE Pemko

B. Hardware Columns - Example (Legend):


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Qty Device Description Device # (include specification language) Finish Manu 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -

C. The following hardware sets are intended to establish type and standard of quality when used together with the requirements of this Section (see above section and related sections including Division 01).

1. Examine Contract Documents and furnish proper hardware for door openings.

2. Refer to Door Schedule on the Drawings for Hardware Group/Set assignments for each opening.

3. Blank space below is intentional to preclude splitting a Hardware Group/Set onto two pages.

D. Hardware Groups:

***CONSULTANT TO EDIT***

1. Group # 1

2. Group # 2

3. Group # 3

Hardware Group/Set #101

_ Ea. Hinge T4A3786 (size & quantity per 08 7100) 652 MC

1 Ea. Double Keyed Storeroom-Type Lockset

L9082T x 17A

630 SC

2 Ea. 6-pin Schlage E/F keyway I/C Cylinders (Rim or Mortise)

20-057 or 20-061 x appropriate cam x blocking rings as required (C/F keyway rim or mortise type & quantity as required by locking device)

626 SC

2 Ea. Permanent Core 23-030 (coordinate with University Representative) 626 SC

1 Ea. Surface Closer 4040XP EDA 689 LC

1 Ea. Kick Plate KO050 12” tall x 2" LDW (less door width) x B4E (beveled edges) x counter sunk where door allows

630 TR

1 Ea. Door Stop 1270CV 626 TR

1 Ea. Seal S88D seals (head & jambs) by Pemko or approved seal manufacturer.

PE

NOTE: Furnish all devices & components for hardware groups/set above in accordance with Contract Documents (including but not limited to additional hardware devices requirements in the above specification language, architectural plans & full specification documents).




_ Ea. Hinge TA2714 (size & quantity per 08 7100) 652 MC

1 Ea. Office-Type Lockset L9453 x #17A lever x L583-363 ADA Thumbturn 630 SC



626 SC


1 Ea. Surface Closer 4040XP x REG (installed pull-side of door) 689 LC


630 TR



PE




1 Ea. Rim-Type Exit/Panic Device

AX PA-99L x 996L R&V 626 VO



626 SC


1 Ea. Surface Closer 4040XP EDA 689 LC


630 TR



PE




1 Ea. Storeroom-Type Lockset L9080T x 17A 630 SC



626 SC


1 Ea. Surface Closer 4040XP x REG (installed pull-side of door) 689 LC


630 TR



PE

NOTE: Furnish all devices & components for hardware groups/set above in accordance with Contract


08 71 00 - 15


Documents (including but not limited to additional hardware devices requirements in the above specification language, architectural plans & full specification documents).

END OF SECTION 08 71 00

DN

Eb

F

G

3 4 5

1

A-302

1

A-302

1

A-301

1

A-301

8147

VESTIBULE

8145

CORR

8146

CORR

8ST05

STAIR 5

12

2T42S3

8147

8146A

ELEV

8146B

ELEV

ROOF BELOW

1

A-201

2

A-201

1

A-202

2

A-202

4a 5a

Gd

Gc

2

A-302

2

A-302

1'-9 1

/2"

10'-6 1

/2"

6'-6" 10'-7" 2'-0" 7'-0" 16'-0"

1'-0 1

/2"

3'-11"

8"

3'-11"

1'-0"

1'-7" 9'-2" 5'-3"

16

A-501

CL4'-2" 3'-0" 4'-0"

3

A-301

2

A-301

4 1

/2"

(E)SHAFT

8ST05

TEMPORARY 20 MIN DOOR

TEMPORARY 90 MINDOOR

TEMPORARY PLATFORM, SSD

ALUM COMPOSITE PANELSTO BE INSTALLED AFTERTEMPORARY STRUCTUREIS DEMOLISHED

1'-9 1

/2"

2'-1 1

/2"

5'-7"

2'-10"

C L

5'-3 1

/2"

TEMPORARY RAILING,ALL EXPOSED SIDES

TEMPORARYSTRUCTURE, SSD

1'-6"

CL CLCL CL

C LC L

C L

EQ EQ

CG

2021

26 28

25

4

A-521

ALIGN

2S4

2S4

2T4

10

A-541

1

A-541

SIM

14 / A-561SEE

2J2J

2J

2T4

0F3

22

A-521

1

7

A-501

2

1

SIM

STRUCTURE AND DOORS

SEQUENCE OF WORK AT TEMPORARY

2

23

A-521

2

2

3

1

A-503

3

3

A-502

32A

A-301TEMP3

3A

A-301

8146T

8ST05T

3

3

3

5

19

TYPOF 4 7

7

47

47

7

7

49 7

8

8

UP TORF

9

6

A-503

10

ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CMU WALLS OR CENTERLINE OF COLUMNGRIDS UNLESS OTHERWISE NOTED.

FOR SYMBOLS LEGEND SEE SHEET G-001.

CONTRACTOR SHALL MAINTAIN SECURITY PERIMETER ENVELOPES AND CONTROLLED ACCESSPOINTS WHICH SHALL BE IDENTIFIED AND COORDINATED WITH THE UNIVERSITY THROUGHOUT THEPROJECT.

GRIDS ARE BASED ON (E) CONSTRUCTION DOCUMENTS PROVIDED BY OTHERS. CONTRACTOR SHALLBE RESPONSIBLE TO FIELD VERIFY ALL (E) CONDITIONS PRIOR TO CONSTRUCTION. THIS IS TYPICALOF ALL GRIDS ILLUSTRATED THROUGHOUT (E) CONSTRUCTION.

PATCH & REPAIR FINISH TO MATCH (E) U.O.N., SEE DEMOLITION PLANS FOR ADDITIONAL CUT &PATCH SCOPE.

PROVIDE (N) BACKING AT ALL (N) WALL MOUNTED HANDRAILS, SEE 13/A-525.

1.

2.

3.

4.

5.

6.

7

WALL TYPE, SEE SHEETA-531

(E) 2-HR RATED FIRE BARRIER

DOOR NUMBER, SEEDOOR SCHEDULE SHEETA-621

101A

(E) NON RATED WALL

(E) 1-HR RATED FIRE BARRIER

(E) 1-HR RATED FIRE PARTITION

NON RATED WALL

1-HR RATED FIRE PARTITION

1-HR RATED FIRE BARRIER

2-HR RATED FIRE BARRIER

2S4

1 2 3 4 5

D

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01/4

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"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE

PRE DRWNG NO.DRAWN BY

SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC

UCDMC DRAWING NO. OF

REVISION

KEY PLAN

REVISIONS

UCD MC

UC DAVISMEDICAL CENTER

FACILITIES DESIGN & CONSTRUCTION4800 2ND AVENUE, SUITE 3010

SACRAMENTO, CALIFORNIA 95817(916)734-7024

UCDAVISHEALTH SYSTEM

STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

4/2

019 4

:58:2

5 P

MC

:\U

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As indicated A-118A

ENLARGED FLOOR PLANS -EIGHTH FLOOR

HOSPITAL SEISMIC UPGRADE -

INCREMENT 3

2315 STOCKTON BLVD.,SACRAMENTO, CA 95817

OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY

CHANGE ORDER 3 03/12/18

1919 Nineteenth StreetSacramento CA 95811P 916.558.1900 F 916.558.1919www.lionakis.com

1/4" = 1'-0"1ENLARGED FLOOR PLAN - EIGHTH FLOOR

GENERAL NOTES

SHEET KEYNOTES

12 EXTENT OF SLAB INFILL AS REQ'D SEE DEMOLITION PLANS FORADDITIONAL INFORMATION , SSD

19 INFILL EXISTING OPENING WITH 2-HOUR SHAFT WALLASSEMBLY, SEE 23/A-521

20 NEW FLOORING AND BASE TO MATCH (E), PREP FLOOR WITH(N) SKIM COAT OF LEVELING MATERIAL

21 EXISTING FLOOR FINISH TO REMAIN. PATCH & MATCHSURFACES WHERE ABUTS NEW WORK

25 NEW CORNER GUARD TO MATCH (E)

26 EXISTING HANDRAIL/WALL GUARD TO REMAIN

28 NEW HANDRAIL/WALL GUARD TO MATCH EXISTING

46 NEW HOSE VALVE BOX, SEE 15/A-522 AND SPD

47 PROVIDE NEW FINISHES AFTER DEMOLITION OF (E) WALL

49 PROVIDE PHOTOLUMINESCENT EGRESS PATH DEMARCATIONSTRIPS TO STAIR NOSINGS, STAIR LANDINGS, AND HANDRAILSPER CBC SECTION 1024 AND SPEC SECTION 10 14 00

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A

LEGEND

DOOR

REQ'D CLEARANCE,TYP.1

2

18" MIN

12" MIN

60"

MIN

48"

MIN

3

3

7

7

7

8

NO. DESCRIPTION DATE

1 BACKCHECK 1 1/14/16

2 SUPPLEMENTAL REVISIONS 1/14/16



7 CHANGE ORDER 1 3/29/17




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BID ADDENDA 3

Cb

D

E

Eb

F

G

3

3

4

4

5

5

1

A-302

1

A-302

1

A-301

1

A-301

1

A-201

2

A-201

1

A-202

2

A-202

4a 5a

Gd

Gc

2

A-302

2

A-302

(E) PENTHOUSE

(E) PENTHOUSE ROOF

FIRE RISER, SPD

LIGHTWELL

(E) NORTH-SOUTHWING BELOW

2

A-301

AIR HANDLERUNIT, SEE M-119

FAN UNIT,SEE M-119

SAFETY TIE-OFF,SEE

LAP AND WELD NEWROOF TO (E) ROOF PERMFR RECOMMENDATIONS

MECH VENTCOVER, SEE4/M-503

1/4

"/F

T M

IN

CRICKET

C L

2

3'-3 1/4" VIF, ALIGN W/ (E)14WF30 BEAM1

7

A-502

2

2

EDGE OF (E)CONC CORNICE

9

A-502

2

7

REMOVE 18" SQ OF CONCAND REPLACE W/ NON-SHRINK GROUT FORPOST INSTALLATION7

7

7

(E) EAST WINGROOF BELOW

77

PROVIDE WALKPADSAND CRICKETS AS REQ'D

7

(E) RD, TYP

7

PATCH ROOFING ANDCONTINUE MEMBRANEUP UNIT CURB ANDUNDER COUNTERFLASHING, SEE 6/M-501

7

5'-10"

±

ADD 30"x54"ROOF ACCESSHATCH W/CRICKET

GUARDRAIL FALLPROTECTION,SEE

810'-0"

10'-0"

1

A-5015

A-501TYP

9 / A-501

1/4

"/F

T M

IN

CRICKET

2T4

TYP

FSD'S,SEE M-119

2

A-119A

5'-0"

±

14'-7 1/2" ±

9

4'-2" ±9

11

A-503

10

12

A-503

10

ROOF

2-HOUR SHAFT WALLSYSTEM, TYP

(E) LWC FILL ON 1 5/8"MTL DECK

20

A-521

SIM20

A-521

4

A-532

SIM

2-HOUR HORIZONTALSHAFT CEILINGSYSTEM, SEEDETAIL 8/A-532 DUCT AND FSD,

SEE 1/M-504

AS

RE

Q'D

TO

AC

CO

MM

OD

AT

E D

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1 2 3 4 5

D

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A

SHEET NO.

CONSULTANT

ACCOUNT NO:

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SH

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IT

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D P

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01/4

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"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

6/2

019 5

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ENLARGED ROOF PLAN


INCREMENT 3


OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY



1/4" = 1'-0"1ENLARGED ROOF PLAN

C10245

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3/8" = 1'-0"22-HR SHAFT WALL ENCLOSURE

9

caleb.wong

Text Box

BID ADDENDA 3

FIRST FLOOR100'-0"

SECOND FLOOR112'-8 1/2"

THIRD FLOOR125'-11 3/4"

FOURTH FLOOR138'-7 3/4"

FIFTH FLOOR151'-3 3/4"

SIXTH FLOOR163'-11 3/4"

SEVENTH FLOOR176'-7 3/4"

EIGHTH FLOOR189'-3 3/4"

ROOF201'-11 3/4"

BASEMENT89'-7"

4 5

1

A-302

4a 5a

2

A-302

PROVIDE 4070 DOOR, SEE 6/S-592FOR REQ'D FRAMING. PROVIDERATED DOOR FRAME, TEMP DOOR,AND HARDWARE.AT INTERIOR SIDE, INSTALLTEMPORARY GYP BD O/ THE DOORFRAME, FASTENED TO THE STUDFRAMING, FIRE TAPE/TOP/PAINT TOMATCH ADJACENT GYP BD WALL.

3

A-301

2

A-301

(E)NORTH /SOUTHWING

1

2

A-501

2

2

2A

A-301

TEMPORARYCONSTRUCTION

TEMPORARYCONSTRUCTION

7

7

7

4

A-501

7

12

A-501

11

A-501

7

8

A-503

6

A-503

54

A-201

10

FIRST FLOOR100'-0"


THIRD FLOOR125'-11 3/4"






ROOF201'-11 3/4"

BASEMENT89'-7"

GHb

1

A-301

Gd

Gc

(E) CONC PANEL AT BALCONY

(E) CEMENT PLASTER WALL BEYOND

(E) CONC PANEL AT BALCONY

(E) CEMENT PLASTER WALL

CONT FLASHING

(E)NORTH /SOUTHWING

10

A-501

11

A-502

1

3

A-201

11

A-5017

G

Gc

SM CAP FLASHINGBRIDGE

(E) EAS FLASHING

(E) PRECASTCONC PANEL

SM CAPFLASHING

ALUM.COMPOSITEPANEL SYSTEM

CONT AIRBARRIER

1

A-503

2

A-503

3

A-503

A-503

5

A-503

6

SHEET METAL CAP ATTACHTO (E) PRECAST CONC.PANEL

(E) PRECAST CONC. PANEL

ALUM. COMPOSITE PANELS

SHEET METAL CAPFLASHING

(E) SHEET METAL CAPFLASHING

(E) FLASHINGOVER (E) CONC.BLOCK PARAPET

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

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T IS

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T 3

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42",

IT

IS

A

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D P

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SC

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AC

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RD

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01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

6/2

019 4

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MC

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As indicated A-201

ELEVATIONS - EXTERIORSTAIR TOWER


INCREMENT 3


OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY



3/16" = 1'-0"1STAIR 5 - WEST ELEVATION

3/16" = 1'-0"2STAIR 5 - SOUTH ELEVATION

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ALUM COMPOSITE PANELS

ALUM COMPOSITEPANELS

TEMP EXIT PLATFORM

TEMP EXIT DOOR

ALUM COMPOSITEPANELS

1/2" = 1'-0"3BALCONY AT STAIR 5

3








1 1/2" = 1'-0"4PARAPET ISOMETRIC

10

caleb.wong

Text Box

BID ADDENDA 3

FIRST FLOOR100'-0"



ROOF201'-11 3/4"

BASEMENT89'-7"

G

1

A-301

Gd

Gc

ALUMCOMPOSITE

PANELS

ALUMCOMPOSITE

PANELS

TEMP DOOR

TEMP EXIT PLATFORM

2

3

A-301

2

A-501

2

3A

A-3017






ROOF201'-11 3/4"

5

1

A-3025a

2

A-302

ALUMCOMPOSITE

PANELSYSTEM

(E) EASTWING

BUILDING

3

A-202

2

EXPOSED BOTTOMEDGE OF (E) SOFFIT

(E) CURB

NEW STAIR 5EXTERIORPANEL SYSTEM

(N) CURB FLASHING

(E) PARAPET CAP

NEW PARAPET CAP

CONT FLASHING LEGUNDER EXTERIORPANEL SYSTEM

(E) BALCONY FLOOR

3 / A-502

A-503

6

10

SHEET METAL CAPATTACH TO (E) PRECASTCONC. PANEL, TYP.

A-202

4AS-BUILTCONDITION

SHEET METAL FLASHING TOALIGN W/ (E) PRECASTCONCRETE PANEL

AS-BUILT DETAIL

FOR REFERENCE ONLY

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

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T IS

NO

T 3

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42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

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AC

CO

RD

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01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

7/2

019 1

0:2

8:3

7 A

MC

:\U

sers

\cale

b.w

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ocum

ents

\013200-0

4_B

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ST

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16_C

EN

TR

AL_cale

b.w

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vt

As indicated A-202

ELEVATIONS - EXTERIOR


INCREMENT 3


OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY



3/16" = 1'-0"1STAIR 5 - NORTH ELEVATION

3/16" = 1'-0"2STAIR 5 - EAST ELEVATION

C10245

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NTS3

ORTHO VIEW- FLASHING AT NEW STAIR TO BALCONY

2

3






NTS4AS-BUILT FLASHING DETAIL (FOR REFERENCE ONLY)

10

caleb.wong

Text Box

BID ADDENDA 3

TOC

GRID

ALUM COMPOSITEPANEL SYSTEM

GYP SHEATHING

(2) LAYERS GYP BD

16 GA Z-CLIP W/ #12 @ 12"CC, SAME DEPTH AS FIREPROOFING, BOTH SIDES

FRAMING PERSTRUCTURAL DRAWINGSW/ 2-HR HIGH-BOND SFRM

SHT RUBBER O/ STL PLATEFLOOR LANDING, SSD

WALL BASE

2 1/2"2 1/2"

GYP BD

2-HR FIRE BARRIER

CONTINUOUS AIR /MOISTURE BARRIER

MTL STUDS PERSTRUCTUAL DRAWINGS

BATT INSULATION, TYP

FIRE SEALANT

INTERIOR

EXTERIOR

2

7

7

2"

2"



CONCRETE SLAB,SEE

WALL PER PLAN

PAN FLASHING W/DRIP EDGE

FIRE SEALANT

FASTENERS, SSD

CONC CURB, SSD

JOINT FILLER

2

5 / A-502

8


4aALUM COMPOSITEPANEL SYSTEM

GSM FLASHING

LAP AND WELD PER ROOFMFR'S RECOMMENDATION

REMAINING CONC ROOFCORNICE ATNORTH/SOUTH WING

CONT AIR BARRIER

GYP SHEATHING O/ 6"x16GAMTL STUDS @ 16" OC

ROOF

4"

WALL PER PLAN

BEAM W/ FIREPROOFING, SSD

1

CLR

3"5/8" DIA A307 BOLTS @ 16" OCW/ 5/16" PL x 5" SQ, TOP & BOT

3"

2

2

2

3FIRESTOP

FIREPROOFING EXTENDED

REFER TO HILTI EJ

235595a

JOINTPER:

3

4PCF MINERALWOOL PACKEDAROUND CHANNELTO FILL CAVITIES

3

STL C-CHANNEL

5/8" MIN DEPTH FS-ONEMAX INTUMESCENTFIRESTOP SEALANT

ON SHEET R-026

16 GA Z-CLIP W/ #12 @12" CC, SAME DEPTHAS FIRE PROOFING 7


4a

(E) NORTH /SOUTHTOWER, CONC WALL

2HR EJ FIRE BARRIER,NYSTROM FIRELINESERIES OR EQUAL

1/4" CONC SCREWS AT 12" OC

#10 SMS AT 12" OC

WALLPER

PLAN

BEAM W/ FIREROOFING, SSD

FRAMING, SSD

PACK CAVITY W/ 4PCFMINERAL WOOL

16 GA Z-CLIP W/ #12@ 12" CC, BOTHSIDES, SAME DEPTHAS FIRE PROOFING

7

ROOF201'-11 3/4"

G Gc

RIGID INSULATION

CONC OVER MTLDECK, SSD FORCONNECTION

ROOF MEMBRANE, LAP ANDWELD TO (E) ROOFMEMBRANE PER ROOF MFR'SRECOMMENDATION

BEAM W/FIREPROOFING, SSD


G GcALUM COMPOSITE PANELSYSTEM TOP AND BOTTOM

GSM FLASHING

CONT AIR BARRIER

ROOF MEMBRANE TO MATCH(E), LAP AND WELD PER ROOFMFR'S RECOMMENDATION

(E) ROOF

WALL PER PLAN

(E) INSULATION O/MTL DECK

(E) BEAM W/FIREPROOFING

10"

1/4" BENT PL CONT

1/4TYP EA L 2 1/2"

1/4TYP

CUT BACK (E) DECK ANDINSULATION, PATCH W/ NEW

L 2 1/2"x2 1/2"x1/4" CONT

L 2 1/2"x2 1/2"x1/4"

CUT (E) L 2 1/2"x2 1/2"

MATCH (E) PARAPET HT

3

16 GA Z-CLIP W/ #12@ 12" CC, SAMEDEPTH AS FIREPROOFING

7


G

Gc

LAP

4" MIN

(E) GSM CAP FLASHING

ALUM COMPOSITE PANELSYSTEM

GSM CAP FLASHING, MATCH SIZEAND PROFILE OF (E) FLASHING,SOLDER WATERTIGHT. CONTBEHIND PANEL SYSTEM

ROOF MEMBRANE TO MATCH(E), LAP AND WELD PER ROOFMFR'S RECOMMENDATION

(E) CONC O/ MTL DECK

(E) BEAM W/FIREPROOFING

CONT AIR/MOISTURE BARRIER

HANGER WIRE ASREQ'D, SEE

(E) SUSPENDED PLASTERCEILING SYSTEM, PATCH ASREQ'D TO MATCH EXISTING

1/2" GAP FILL W/ SEALANTAND BACKER ROD

6 / A-551

18 GA SHT MTL CLOSUREPIECE, PAINT TO MATCH(E) BUILDING

GSM J-MOLD

#10 SST WASHERHEAD SMS @12" OC

5/8" GYP SHEATHING O/ 6" 16GA MTL STUDS @ 16" OC W/3/8" EXP ANCHOR @ 16" OC

(E) PRECAST CONCPANEL SUPPORTSTRUCTURE

WALL PER PLAN

(E) ROOF MEMBRANE

1'-9 1/2"

1

#12 SMS @ 12" OC

(E) ANGLE

(E) PLATE

3

3

3

4

LAYER OF SINGLE PLYROOFING OR WALKPAD INLIEU OF SPLASH BLOCK

6"

MIN

4

4

10"

+/-

7

7

7

16 GA Z-CLIP W/ #12 @12" CC, BOTH SIDES

7

7

FIRST FLOOR100'-0"

Gc

1 5/8" x 18 GA MTL STUDS AT 16"OC MAX. FASTEN TO HORIZ JOISTSW/ (3) # 10 SMS EA

CONT METAL TRACK W/ #10 SMSTO CLIP ANGLE

2 1/2"x 2 1/2" x 18 GA W/ PAF AT12" OC TO HSS FRAME

SPRAY-ON FIRE PROOFING

5/8" GYP BD

4"x 18 GA MTL STUDS JOISTSAT 16" OC MAX

CONT MTL TRACK W/ PAF TOCONCRETE WALL SEE STRUCTFOR PAF

2 1/2" x 2 1/2" x 18 GACONT ANGLE

8'-4"

METAL EDGE TRIM

STAIR PLATFORM AND FRAMING,SEE STRUCT

EXISTING CONCRETE FLOOR/WALL

2-HOUR SHAFT WALL AT FIRSTFLOOR, SEE PLAN

7'-6"

ALIGN

WALL BEYOND

PAF AT EA STUD TO HSS FRAME1

ROOFING MEMBRANE WRAPO/ TOP OF PARAPET

METAL STUD FRAMING, SSD

DIM POINT

EXTERIOR ALUM PANEL SYSTEM

SLOPE1/2" : 1'-0"

CONTINUOUS AIR / MOISTURE BARRIER

GYP SHEATHING

ALUM PANEL PARAPET CAP

1"

4"

4"

CLIP BY PANEL MFR, ATTACHTO TRACK W/ #10 SMS AT 24" OC

CLIPS AND FASTENERS BYPANEL MFR

CLIPS AND FASTENERS BYPANEL MFR

2

CONT SEALANT ALL AROUND

SST DRAWBAND /HOSE CLAMP

ROOF MEMBRANE

PRE-MOLDED FLASHING BOOT,LAP AND WELD PER ROOF MFR

GALVANIZED & PAINTED"SAFETY YELLOW"

HSS5.000X0.258 GALV

3/8" PL x 6" SQR GALV

1" DIA GALV STEEL BAR

1'-8 1

/4"

3"

1" PL x 12" SQR

(E) LWC O/ STL DECK

(E) WF BEAM

3/8

1/4

2"

5/16

EACH SIDE PLTO 12WF

1

5/16PL TO 14WF

CHIP OUT 1'-6" SQUARE PORTIONOF (E) CONC TO INSTALL POST,REPLACE W/ NON-SHRINK GROUT

3

ROOF201'-11 3/4"

Gd

13

A-502

2'-3"


GYP SHEATHING


WALL PER PLAN

BEAM W/FIREPROOFING, SSD

TAPERED INSULATION

2

2

2

716 GA Z-CLIP W/ #12 @12" CC, SAME DEPTHAS FIRE PROOFING

G

Gc

1 5/8" x 18 GA MTL STUDS AT16" OC MAX. FASTEN TO HORIZJOISTS W/ (3) # 10 SMS EA

CONT METAL TRACKW/ #10 SMS TO CLIPANGLE

2 1/2"x 2 1/2" x 18 GAW/ PAF AT 12" OC TOHSS FRAME

SPRAY-ON FIREPROOFING

5/8" GYP BD, ALIGNWITH WALL BEYOND

4"x 18 GA MTL STUDSJOISTS AT 16" OC MAX,SEE STRUCT

CONT MTL TRACK W/#10 SMS TO EA WALLSTUD, SEE 12/S-592

2 1/2" x 2 1/2" x 18GA CONT ANGLE

8'-4"

METAL EDGE TRIM

STAIR PLATFORM ANDFRAMING, SEE STRUCT

EXISTING CONC ONMTL DECK

2-HOUR SHAFT WALL ATFIRST FLOOR, SEE PLAN

PAF AT EA STUDTO HSS FRAME

1

EXISTING STL BEAM

2

2


4a

WALLPER

PLAN

BEAM W/ FIREROOFING, SSD

FRAMING, SSD

PACK CAVITY W/ 4PCFMINERAL WOOL

16 GA Z-CLIP W/ #12@ 12" CC, BOTHSIDES, SAME DEPTHAS FIRE PROOFING

7

7

4" CONCRETE SLAB

#4 BARS AT 24" OC

4" MIN AGGREGATE BASE

COMPACTED SOIL

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

7/2

019 1

0:4

4:3

9 A

MC

:\U

sers

\cale

b.w

ong\D

ocum

ents

\013200-0

4_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_cale

b.w

ong.r

vt

As indicated A-502

DETAILS - EXTERIOR


INCREMENT 3


OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY



1 1/2" = 1'-0"15STAIR 5 - WALL AT FLOOR

1 1/2" = 1'-0"16STAIR 5 - WALL AT GRADE

1 1/2" = 1'-0"7STAIR 5 - NORTH WALL

1 1/2" = 1'-0"8STAIR 5 - SHAFTWALL AT BEAM

1 1/2" = 1'-0"1STAIR 5 - ROOF

1 1/2" = 1'-0"4STAIR 5 - WALL AT LEVEL 4 ROOF

1 1/2" = 1'-0"3STAIR 5 - BALCONY

1 1/2" = 1'-0"6STAIR 5 - SHAFTWALL AT 1ST FLOOR

3" = 1'-0"13STAIR 5 - PARAPET CAP

1 1/2" = 1'-0"9LANYARD TIE-OFF

1 1/2" = 1'-0"14STAIR 5 - WALL AT ROOF

1 1/2" = 1'-0"11STAIR 5 - WALL AT (E) FLOOR

C10245

LIC

ENSED A

T

RCHITEC

R 9E N. 1 - 30 - 1

S

ATA

TE

O F C A L I F O

RN

I

1

KOIGUSS.NEVETS

A

1 1/2" = 1'-0"12STAIR 5 - SHAFTWALL AT BEAM1

1

3

(FLOORS 5-7, SIM)

4

1 1/2" = 1'-0"5LIGHT WELL - CONCRETE AT GRADE

8





4 SUPPLEMENTAL REVISIONS 2 5/17/16




10

caleb.wong

Text Box

BID ADDENDA 3

J MOLD W/ WEEPS

(E) CEMENTPLASTER SYSTEM

(E) BUILDING PAPER

DRIP FLANGE, PAINTTO MATCH FRAME

4"

1 1/8"

1 1/2"

1/2

"

DRIPFLANGE

CEMENT PLASTERSYSTEM TO MATCH (E)

TRIM ANGLE, PAINTTO MATCH FRAME

SEALANT

LOUVER

SELF ADHEREDMEMBRANE O/ BUILDINGPAPER MIN 6" LAP

2

J MOLD


(E) BUILDING PAPER

CEMENT PALSTERSYSTEM TO MATCH (E)


SEALANTW/BACKER ROD

LOUVER


(E) GYP BD

J MOLD


(E) BUILDING PAPER

CEMENT PALSTERSYSTEM TO MATCH (E)


SEALANTW/BACKER ROD

LOUVER


(E) GYP BD

SHIM AS REQ'D FORDRAINAGE

B - ENLARGEDDEMOLITION PLAN D - ENLARGED PLAN

2" 4'-0" 2"

7'-0"

2"

1'-7 1

/4"

2"

CUT CONCRETE TO MATCH(E) ADJACENT ANGLE

A-DEMOLITION ELEVATION C - ELEVATION

10

A-503

9'-2 1

/2"

8'-11 1

/2"

CLR

OP

EIN

ING

GL-1

BB DD

4'-6 1/2" CLR OPENING

REMOVE (E) CONCRETE ASINDICATED BY DASHED LINE

(E) CONCRETE TO REMAIN

DOOR PER SCHEDULE

(E) CONCRETE WALL9

A-503

REMOVE (E) CONCRETE ASINDICATED BY DASHED LINE 9

A-503

REMOVE (E) WINDOWS

3

7

(E) CONC WALL

CONT SEALANT AND BACKER RODEA SIDE

DOOR FRAME

FRAME CLIP PER MFR

KWIK-CON II FLAT HEAD 1/4" CONCSCREW MIN 2" EMBED @ 18" OC

EQ

EQ

2"

3"

PANEL STOP, WHERE OCCURS.FINISH TO MATCH FRAME

1/2" JOINT W/ SEALANT& FIBRE EXPANSION

KWIK-CON II FLAT HEAD 1/4"CONC SCREW MIN 2" EMBED@ 18" OC (MIN 3)

FIN FLOOR SEESCHEDULE

DOOR PER SCHEDULE

DOOR BOTTOM & SHOE

SLOPESEE CIVIL

THRESHOLD, PEMKO 151A,CONT SEALANT UNDEREACH LEG AND AT DOORFRAME

1/4

"

1/4

"

WALL BEYOND

DOOR FRAME

6'-8"

+/-

2"

4'-0"

2"

2" 5'-0" 2"

19

A-503

16

A-503

20

A-503

FINISHED FLOOR

7

7

NOTE: LOUVER TO BE 10'-0" MIN FROM FINISH GRADE. ONCE THE N-S TOWERIS DEMOLISHED, ADJUST GRADE TO MEET THIS REQUIREMENT. 7

SHEET METAL FLASHING

SEALANT / BACKER ROD

(E) PLASTER SOFFIT

(E) PRECAST CONCSUPPORT SYSTEM

(E) STEEL BEAM

(E) CONC FILL

(E) SINGLE PLYROOFING MEMBRANE

(N) SINGLE PLYROOFING TO MATCH (E)


CONTINUOUSSHEET METAL CLIP

#12 SMS @EACH STUD

2 1/2" METAL STUD

1/2" GYP SHEATHING

SHEET METALCLOSURE PANEL, PAINTTO MATCH (E) BLDG

#12 SMS @ EACH STUD

3

A-503

4

A-503

3

3

1/2" GYP SHEATHING

CL7" +/-

1/2" EDGE OF CONC DECK

(N) SINGLE PLY ROOFING TOMATCH (E) SEAM TO (E) ROOFING

SEALANT W/BACKER ROD

SHEET METAL FLASHING20 GA (PAINTED)

2 1/2" METAL STUD

ALUM COMPOSITEPANEL

CONT AIR BARRIER

GYP. SHEATHING

(E) PRECAST CONC PANEL

SM CLIP, CONT. W/#12 SMS @ 10"OC

3

SHEET METALCAP, ATTACH TO(E) PRECASTCONC. PANEL W/TAPCON SCREW@ 24" O.C.. LAPEA. PIECE ASNEEDED MIN. 6"

3"

(E) CONC FILL

ROOFING TO MATCH(E) LAP & SEAM


CONTINUOUSSHEET METAL CLIP

#12 SMS @EACH STUD

2 1/2" METAL STUD

1/2" GYP SHEATHING

SM FLASHING 20 GA

1/2" GYP. SHEATHING

4

#12 SMS @ EA STUD

2 1/2" METAL STUD

(E) PLASTER SOFFIT

SM FLASHING 20GA (PAINTED)


SM CLIP, CONT. W/#10 SMS @ 16"OC

(E) PRECAST CONCSUPPORT SYSTEM

4

ALUM COMPOSITEPANEL

CONT AIR/MOISTUREBARRIER

1/2" GYP. SHEATHING

G

(E) FLASHING O/(E) CONC BLOCKPARAPET WALL

1'-4"


EXTRUSIONS AND CLIPSO/ THERMAL SEPARATORBY OTHERS

METAL STUD,SEE 8/S-450

SHEET METALFLASHING 20 GA(PAINTED)

(E) PRECASTCONC PANELBELOW

1 1/2" FURRINGCHANNEL

(E) CMUPARAPET

10

ALUM COMPOSITEPANEL


1/2" GYP. SHEATHING

G

(E) PRECASTCONC PANEL

1'-4"


SHEET METAL FLASHING20 GA (PAINTED)

METAL STUD,SEE 8/S-450

(E) FLASHING O/(E) CONC BLOCKPARAPET WALLABV.

SHEET METALCAP, ATTACH TO(E) PRECASTCONC. PANEL W/TAPCON SCREW@ 24" O.C.. LAPEA. PIECE ASNEEDED, MIN. 6"

3"

(E) SUSP CEM PLASCLG, PROVIDE ADD'LHANGERS IFNEEDED, MIN 8"FROM NEW EDGE

FOR HANGER DTL,SEE

FOR BRACING DTL,SEE

(E) SOFFIT (N) INFILL

DEMO (E) SUSPENDEDCEM PLAS CLG, BACKTO NEAREST JT

SUSP CEM PLAS CLG,ALIGN W/ ADJ (E)

J-TRIM AND CAULK

CEM PLAS SYSTEM

EJ

6 / A-551

5 / A-551

METAL STUD, SEE 8/S-450

SHEET METAL FLASHING 20GA (PAINTED)


1/2" GYP. SHEATHING

REMOVE PORTION OF (E) CMUPARAPET AND EXTEND CMU PARAPETW/ (N) CMU AS NEEDED TO COMPLETEWORK

(N) SINGLE PLY ROOFING TOMATCH (E) SEAM TO (E) ROOFING

(N) FLASHING O/ (N) CONC BLOCKPARAPET WALL. LAP O/ (E) FLASHINGAND SET IN SEALANT

6"

MIN

.

METAL STUD, SEE 8/S-450

ALUM COMPOSITE PANEL

CONT AIR/MOISTURE BARRIER

1/2" GYP. SHEATHING

REMOVE PORTION OF (E) CMUPARAPET AND EXTEND CMUPARAPET W/ (N) CMU AS NEEDEDTO COMPLETE WORK

(N) SINGLE PLY ROOFING TO MATCH(E) SEAM TO (E) ROOFING

ALIG

N

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD03/12/18

1/1

7/2

019 1

0:2

9:1

0 A

MC

:\U

sers

\cale

b.w

ong\D

ocum

ents

\013200-0

4_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_cale

b.w

ong.r

vt

As indicated A-503

DETAILS - EXTERIOR


INCREMENT 3


OSHPD No: I140010-34-03

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WING

DEMO MAKE READY



3" = 1'-0"19FIXED LOUVER HEAD DETAIL

3" = 1'-0"16FIXED LOUVER JAMB DETAIL

3" = 1'-0"20FIXED LOUVER SILL DETAIL

2

1/2" = 1'-0"14EXTERIOR DOOR DETAILS

6" = 1'-0"9EXTERIOR DOOR JAMB, HEAD SIM

3" = 1'-0"10EXTERIOR DOOR THRESHOLD

PAINT ALL EXPOSEDFASTENERS TOMATCH FRAME

1/2" = 1'-0"15

EXTERIOR LOUVERELEVATION VIEW

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

3" = 1'-0"2EXTERIOR FLASHING DETAIL

3" = 1'-0"3PARAPET DETAIL

6" = 1'-0"4EXTERIOR SOFFIT

C10245

LIC

ENSED A

T

RCHITEC

R 9E N. 1 - 30 - 1

S

ATA

TE

O F C A L I F O

RN

I

1

KOIGUSS.NEVETS

A

SCALE 3" = 1'-0"5

ALUM PANEL END CONDITIONAT PARAPET

SCALE 3" = 1'-0"6

EXTERIOR FLASHING BTWNALUM PNL & (E) PRECAST PNL

3

3

1 1/2" = 1'-0"7CEMENT PLASTER SOFFIT

8




4 SUPPLEMENTAL REVISIONS 2 5/17/16




10

3" = 1'-0"12CMU PARAPET CONDITION

3" = 1'-0"11CMU PARAPET CONDITION

10

caleb.wong

Text Box

BID ADDENDA 3

0.000000000000000

0.000000000000000

0.000000000000000

||

||||||||||||||||||||||||||||||||||||||||||||||||||||||||

||

||||||||||||||||||||||||||||||||||||||||||||||||||||||||

| || || || | || || | || || | || || | || || | || || | || | ||

| || || || | || || | || || | || || | || || | || || | || | ||

Aa

B

C

Cb

D

E

Ed

F

G

1 2 3 4

5

5 6 7 8 9 10

24'-8 1/2" 30'-1" 18'-7" 30'-1" 24'-8 1/2" 10'-0"

138'-2"

Gc

Gd

4a 5a1

S-420A

(E) TOF 85'-0"

(E) TOF 87'-0"(E) TOF 87'-0"

(E) TOF 85'-0"

(E) EAST WING

(E) NORTH / SOUTH TOWER

7'-0" 16'-0"

10'-6"STAIR 5

11 12 13

Ab

Ba

Ca

Da

A

Ea

Fa

Ga

Gb

Hb

SEWAGE EJECTOR,SEE PLUMBING

5" CONC SLAB W/ #4 @ 18" OCEW O/ VAPOR BARRIER O/ 4"CRUSHED ROCK

SAWCUT OPNG IN(E) WALL

CONC INFILL AT(E) CONC STEPS& DOOR

SAWCUT OPNG IN(E) WALL FOR DOOR

(E) 5" CONCSLAB-ON-GRADE,TYP

6" CONC WALL

CONC INFILLAT (E) DOOR

1

S-420B

6" CONC WALL W/ #5 @ 8" OCVERT & #5 @ 12" OC HORIZ

12" CONC FLOORW/ #5 @ 12" OC T&B EW

(E) TOC

89'-7"

(E) TOC

87'-6"

14

S-451

17

S-531

17

S-531

FOR EXTEND OF SLABREPLACEMENT, SAD

1

Eb

Fb

Ec

8" CONC WALL W/ #5 @ 8" OCVERT & #5 @ 12" OC HORIZ

12" CONC FLOOR W/#5 @ 12" OC T&B EW

15

S-451

15

S-451

SIM

3

3

3

77

EXCAVATION ADJACENT TOAND BELOW (E) FOUNDATIONSREQUIRES SOIL RETENTIONAND SHORING SYSTEMS BYCONTRACTORS, SHOWN ASHEAVY DASHED LINE

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





1/1

4/2

019 5

:11:3

7 P

MH

:\_R

evit\_

_R

evitLocalF

iles\0

13200-0

4_B

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1/8" = 1'-0"


12/12/18

S-110

EAST WING - BASEMENTFOUNDATION PLAN

HOSPITAL SEISMIC UPGRADE -INCREMENT 3

2315 STOCKTON BLVDSACRAMENTO, CA

MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04

NORTH/SOUTH WINGDEMO MAKE READY

MATT MELCHER

MATT MELCHER

BRIAN BURNS

JAVIER LOERA

OSHPD No: I140010-34-03

No. S4629

S

ATA

TE

O F C A L I F O

RN

IS LTR U C T U R

A

R

REG

ISTE

R

EDPROFESSIONAL

ENG

INE

EM

RAT

THEW MELCHE


SCALE 1/8" = 1'-0"1BASEMENT FOUNDATION PLAN

C10245

LIC

ENSED A

T

RCHITEC

R 9E N. 1 - 30 - 1

S

ATA

TE

O F C A L I F O

RN

I

1

KOIGUSS.NEVETS

A

1

9

9

10

10

10







01/15/2019

caleb.wong

Text Box

BID ADDENDA 3

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1. SEE S-000 SHEETS FOR GENERAL NOTES & S-500 SHEETS FOR TYPICAL DETAILS.

2. DIMENSIONS ARE TO FOC OR CENTERLINE OF COLUMNS/POSTS, UNO.

3. SEE ARCH & OTHER CONSULTANT DWGS FOR DIMENSIONS & LOCATIONS OF WALL OPENINGS.

4. SEE ARCH DWGS FOR DIMENSIONS OF SLAB DEPRESSIONS & SLOPED SLABS.

5. SEE ARCH & OTHER CONSULTANT DWGS FOR FLOOR PENETRATIONS NOT SHOWN. SAWCUT ORCORE DRILL CLEAN HOLES WITH NO OVERCUTTING. COMPLY WITH TYPICAL DETAILS.

6. EXTERIOR CONCRETE FLATWORK IS NOT SHOWN, SEE CIVIL & ARCH DWGS.

FRAMING NOTES

STRUCTURAL WALL

CONCRETE CURB OR PAD

DEPRESSED SLAB AREA

SAD FOR EXTENTS

SLAB STEP SYMBOL

ELEVATION RELATIVE TO TOC-2"

PLAN LEGEND

(E) ELEMENTS SHOWN FADED - LINETYPE ANDPATTERN/HATCHING AS NOTED FOR NEW CONSTRUCTION

NON-STRUCTURAL WALL

CONC SLAB / METAL DECK TYPEAND SPAN DIRECTION

DX DX DX

E

F

G G

3 4

5

5 6 7

18'-7" 30'-1" 24'-8 1/2" 10'-0"

Gc

Gd

4a 5a

(E) TOF 87'-0"

(E) TOF 83'-0"

(E) TOF 83'-0"

TOC 89'-7"

3'-6"W X 9'-0"L X 2'-4" DCONC FTG W/ (5) #8 CONTT&B & #5 TIES @ 12" OC

(E) 5'-0" SQ x 2'-0"DEEP PAD FTG

(E) 8'-0" x 8'-10" x 2'-4"DEEP PAD FTG

(E) 12" CONC WALL W/12" WIDE GRADE BEAMBELOW WALL

7'-0" 16'-0"

(E)

FO

C11"

(E) TOC 89'-7"

(E) 5" CONC SLABON GRADE W/#4 @ 16" OC EW

(E) TOF 85'-0"

(E) TOF 85'-0" (E) TOF 81'-0"

(E) TOF 81'-0"

6'-0"

SAWCUT OPENINGIN (E) WALL FOR DOOR,SAD &

1'-10"

10'-6"

2'-7"

5'-4"

2'-7"

23'-0"

HSS8X

8X3/

8

HSS8X

8X3/

8

HSS8X8X

3/8

HSS8X8X

3/8

(E) TOC 83'-4"

TOF 83'-6"

TOF 83'-6"

6" THICK CONC WALL

6" THICK CONC LINTELABOVE DOOR EXTENDTO COL G/5

6" TALL CONC CURB,TYP AT STUD WALL

6

S-451

CONC INFILL AT(E) DOOR

S-451

19

SAWCUT OPNGIN (E) WALL,SAD &

S-531

8

(E) 16WF58 COL

S-451

4

9

S-451

(E) 18WF85 COL

EXCAVATION ADJACENT TOAND BELOW (E) FOUNDATIONSREQUIRES SOIL RETENTIONAND SHORING SYSTEMS BYCONTRACTORS SHOWN ASHEAVY DASHED LINE

3

S-451

2

S-451S-451

4OPH

400S162-54 STUDS@ 16" OC, TYP

S-531

8

6

S-451

8

S-453

5" CONC SLAB W/ #4 @ 16" OCEW CENTERED IN SLABO/ VAPOR BARRIERO/ 4" CRUSHED ROCK

18" THICK CONC SLABAT STAIR STRINGER BASE

C12x20.7 STRINGER

(E) TOF 83'-0"

MAX OPNG SIZE =8'-6" W x 7'-4' H

MAX OPNG SIZE =8'-0" W x 7'-4' H

C12x20.7 STRINGER

1

1

1

Fb

Ec

10'-9"

14'-3"

7'-6"

4'-11"

EXCAVATION ADJACENT TOAND BELOW (E) FOUNDATIONSREQUIRES SOIL RETENTIONAND SHORING SYSTEMS BYCONTRACTORS SHOWN ASHEAVY DASHED LINE

10'-0"

14'-0"

5'-0"

4'-0"

LOADING TO (E) FTG AT "COL 26":D = 140 K, L = 51 K (LOADCONCENTRIC W/ FTG). SEE 1950HOSPITAL ADDITION DWGS FORADDL INFO FOR (E) COL & FTG

LOADING TO (E) FTG AT "COL 27":D = 34 K, L = 11 K(LOAD CONCENTRIC W/ FTG).SEE 1950 HOSPITAL ADDITION DWGSFOR ADDL INFO FOR (E) COL & FTG

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

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SH

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NO

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01/4

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"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





1/1

4/2

019 5

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8 P

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As indicated


12/12/18

S-420A

STAIR 5 - BASEMENTFOUNDATION PLAN



MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04


MATT MELCHER

MATT MELCHER

BRIAN BURNS

JAVIER LOERA

OSHPD No: I140010-34-03

No. S4629

S

ATA

TE

O F C A L I F O

RN

IS LTR U C T U R

A

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REG

ISTE

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EDPROFESSIONAL

ENG

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EM

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THEW MELCHE


SCALE 1/4" = 1'-0"1STAIR 5 - BASEMENT FOUNDATION PLAN

C10245

LIC

ENSED A

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RCHITEC

R 9E N. 1 - 30 - 1

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10

10

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10

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01/15/2019

caleb.wong

Text Box

BID ADDENDA 3

Q1

DETAIL141023.

ST

D L

AP

G

1" 6"

(E) TOC

1ST FLR

(E) 10" CONC SLAB W/2" LWC FILL

#5 DOWELS @ 12" OCINTO EPOXY W/ STD EMBED

ADDITIONALINFO, SEE

(E) 12" CONC WALL

S-451

3

6" CONC WALL, SEE PLAN

CLEAN, ROUGHENSURFACE, & APPLYBONDING AGENTAT CJ, TYP

3

Q1

DETAIL141023.

G

SAD


#5 VERT W/ 180 DEG HOOKSAT LINTEL, TYP

SAW CUT OPNG,SEE

(E) 12" CONC WALL

S-531

8

(E) 6" CONCSLAB ON GRADE

STD LAP

(E) TOC

SEE PLAN

#4 DOWELS @ 16" OCINTO EPOXY W/STD EMBED,SKEW AS REQDFOR EDGE DISTANCE

IF SAWCUT IS NOT FLUSH W/CONC SLAB, 1" GROUT

CONC SLABO/ SUB BASE,SEE PLAN

1" 6"

#5 LINTEL BAR


3

Q1

DETAIL141023.

G

(E) 12" CONC WALL


(E) TOC

SEE PLAN

#5 DOWELS @ 12" OCINTO EPOXY W/ STD EMBED

CONC SLABO/ SUB BASE,SEE PLAN

1" 6"

#4 DOWELS @ 16" OCINTO EPOXY W/STD EMBED

(E) #5 @ 12" OC VERT

(E) #6 @ 12" OC VERT

(E) #4 @ 12" OC HORIZ

(E) FTG BLW

ST

D L

AP

0'-

9"

12" MAXALL AROUND

#5 @ 12" OC EW

1


#4 DOWELS W/ STD HOOK@ 24" OC EW INTO EPOXYW/ STD EMBED


3

Q1

DETAIL141023.

G

1"

6"

STD LAP

PLAN

(E) 12" CONC WALL

#5 DOWELS @ 12" OC

CJP

6" CONC WALL,SEE PLAN

ADDL INFO,SEE

S-451

3

(E) #4 TIES @ 18" OCTO REMAIN & ENCASEDW/ CONC WALL

CHIP OUT (E) CONCAT (E) WF COLTO EXPOSE STEEL COL

(E) COLUMN, SEE PLAN


3

Q1

DETAIL141023.

SEE PLAN

5a

4a

0'-3 3/4"

3" MIN CONC COVERAROUND HSS COL, TYP

TOC

SEE PLAN

SE

E P

LA

N

TOF

SEE PLAN

0'-3"

0'-

3"

3" CLRREINF SEE PLAN

PAD FTG, SEE PLAN

WHERE (E) FTGIS UNDERMINED,PROVIDE SOILRETENTIONSYSTEM,SEE DEFERREDSUBMITTAL LIST

THICKENED SLAB,SEE

S-451

9

CONC CURBAT STUD WALL,WHERE OCCURS

HSS COL, SEE PLAN

CONC SLAB O/SUB BASE, SEE PLAN

COMPACTED FILLMATERIAL

S-551

8

Q1

DETAIL141023.

TOC

89'-7"

CONC CURBAT STUD WALL,WHERE OCCURS

CONC SLAB O/SUB BASE, SEE PLAN

18"

6"

SAD

12"

EXTERIOR STUDS,SEE PLAN

INTERIOR STUDS, SAD

S-591

5

S-531

19 CURBREINF

1

Q1

DETAIL141023.

(E) TOC

87'-6"

(E) TOC

89'-7"

NOTES:1. POUR CONC AT WALL INFILL PRIOR TO CONC FILL AT (E) STEPS


#4 DOWELS @ 16" OC (3 SIDES)INTO EPOXY W/ STD EMBED

CONC FILL AT (E) CONCSTEPS, SEE PLAN

#4 @ 16" OC EW

(E) 6" CONCWALL


(E) CONC FTG

#4 @ 16" OC HORIZ

#5 @ 16" OC VERT

MATCHING DOWELSINTO EPOXY W/STD EMBED,(4) SIDES OFCONC INFILL

2" CLR, TYP

ST

D L

AP

3"

CLR

ST

D L

AP


3

CONC WALL INFILL,SEE PLAN

Q1

DETAIL141023.

SLAB ON GRADE &REINF, SEE PLAN

#4 DOWELS @ 18" OCINTO EPOXY W/ STDEMBED

WATERPROOFING& WATERSTOP

(E) CONC SLABON GRADE

TOC, VERIFY

W/ PLUMBING

(E) TOC

87'-3 1/2"

2"

PLAN

SEE

EQ EQ

COMPACTED FILLMATERIAL

SUB BASE, SEEPLAN

STD LAP

TEST 100% OFEPOXY DOWELS

STD HOOK AT BOT

REINF, SEE PLAN

CLR

3"

REINF, SEE PLAN

PLA

N

SE

E

1 1

SEE PLUMB DETAILSFOR INFO NOT SHOWN

CJ

CJ

3 WHERE (E) FTG ISUNDERMINED, PROVIDESOIL RETENTIONSYSTEM, BY OTHERS

Q1

DETAIL141023.

6

(E) FF 100'-0"

1ST FLR

(E) 10" CONC SLAB W/2" LWC FILL

(2) #5 HORIZ CONT, STOP1" SHORT OF (E) WALL ES

2"

MIN 6"

1'-6"

MIN

10"

2"

(E) #5 @ 16" OC VERT

(E) #4 @ 16" OC HORIZ

(E) 10" CONC WALL

10"

SAD

DOWEL INTO EPOXY W/STD EMBED

SHORING REQUIRED.DO NOT REMOVESHORING UNTILCONCRETE REACHESFULL STRENGTH

(2) #5 HORIZ DOWELS EACH ENDOF LINTEL, STD LAP W/ #5 BARS.EPOXY INTO WALL BEYONDW/ STD EMBED

1

CLEAN, ROUGHEN SURFACE,& APPLY BONDING AGENT ATCJ, TYP

3

#3 BENT DOWELS W/ 180DEG HOOK @ 8" OC(ALTERNATE HOOK SIDE)

3

Q1

DETAIL141023.

PLAN / SECTION

(E) 10" CONC WALL

2 1/2" AT #4;3" AT #6

JOINT OCCURS AT HEAD, SILL & JAMBS

CONC INFILL AT (E) DOOR

#6 VERT @ 16" OC &#4 HORIZ @ 16" OCINTO EPOXY W/ STD EMBED

0'-

3"

STD LAP

CLEAN, ROUGHEN SURFACE,& APPLY BONDING AGENT ATCJ, TYP

3

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

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D P

RIN

T -

SC

ALE

AC

CO

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ING

LY

01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

UCD MC





1/1

4/2

019 5

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9 P

MH

:\_R

evit\_

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1" = 1'-0"


12/12/18

S-451

STAIR 5 - DETAILS



MAIN HOSPITAL

EAST WING

I140010-34-03

9559040

9559040

12/17/14

013200.04


MATT MELCHER

MATT MELCHER

BRIAN BURNS

ALEX RUIZ

OSHPD No: I140010-34-03

No. S4629

S

ATA

TE

O F C A L I F O

RN

IS LTR U C T U R

A

R

REG

ISTE

R

EDPROFESSIONAL

ENG

INE

EM

RAT

THEW MELCHE


1" = 1'-0"1

1" = 1'-0"2

1" = 1'-0"3

1" = 1'-0"4

1" = 1'-0"6

1" = 1'-0"9

1" = 1'-0"14

1" = 1'-0"15

1" = 1'-0"18

1" = 1'-0"19

C10245

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BID ADDENDA 3

DOOR SCHEDULE GENERAL NOTES

GENERAL DOOR SHEET NOTES ARE TYPICAL UNLESS NOTED OTHERWISE.

FLOORS OR LANDINGS ON EACH SIDE OF EXIT DOORS SHALL NOT EXCEED ½” FROM THE TOP OF THEDOOR THRESHOLD TO THE FLOOR OR LANDING SURFACE ON EITHER SIDE OF THE DOOR ASSEMBLY.

EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLEFROM ANY DIRECTION OF TRAVEL.

THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIREDOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING ANDFOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND MAXIMUMFORCE

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVELSHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULLACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THEABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE

THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTHUNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTRESTWITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED,A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILLALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP ORHAZARDOUS CONDITION.

RATED DOORS SHALL BE POSITIVE LATCHING AND SELF CLOSING.

FIRE RATED DOORS AND GLASS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THEFIRE PROTECTION RATING WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATIONAND ASSEMBLY OCCUR.

DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION ANDINSTALLATION.

COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES.

FOR DOOR HARDWARE GROUPS, SEE PROJECT SPECIFICATIONS.

FOR SIGNAGE LOCATIONS, SEE SIGNAGE PLANS.

FOR SIGNAGE ON OR ADJACENT TO DOORS, SEE SHEET A-561.

GLASS DOORS, SIDELIGHTS, AND GLAZED OPENINGS WITHIN 18” OF THE FLOOR OR WITHIN 24”HORIZONTALLY OF ANY DOOR OPENING SHALL BE FULLY TEMPERED GLASS APPROVED FOR IMPACTHAZARD.

PROVIDE RATED GLASS AT RATED DOORS AND FRAMES WITH LITES. SEE DOOR SCHEDULE ANDPROJECT SPECIFICATIONS.

COORDINATE THE SIZE AND LOCATION OF RECESSES IN CONCRETE FLOORS FOR RECESSED DOORHARDWARE.

SEE SECURITY DRAWINGS FOR DOORS WITH CARD READERS AND OTHER SECURITY ELECTRONICS,COORDINATE WITH ELECTRICAL.

FRAMES TO BE HOLLOW METAL, U.N.O.

HOLLOW METAL FRAMES IN MASONRY CONSTRUCTION SHALL BE GROUTED FULL.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

DOOR SCHEDULE SHEET NOTES

1. PANIC HARDWARE2. MAG HOLD OPENS TIED TO FIRE ALARM SYSTEM3. CARD READER4. AUTOMATIC FAIL-SAFE LEVERS AND CONNECTED TO THE FIRE ALARM/SPRINKLER SYSTEMS (TO

DROP POWER TO EXTERIOR LEVER AND MAKE DOORS PASSAGE IN BOTH DIRECTIONS IN CASEOF LOSS OF BUILDING POWER OR EMERGENCY). ELECTRICAL TO FURNISH & INSTALLCOMPONENTS INCLUDING BUT NOT LIMITED TO WIRE, CONDUIT AND CONNECTIVITY FROM CEILINGTHROUGH FRAME TO ELECTRIFIED HARDWARE (SEE SECTION 087100).

LEGEND

(E) = EXISTINGADO = AUTOMATIC DOOR OPERATORADC = AUTOMATIC DOOR CLOSERCR = CARD READEREL = ELECTRIC LOCKHDW GP = HARDWARE GROUPHO = HOLD OPENPH = PANIC HARDWAREV = VINYL STRIPS

MATERIALALUM = ALUMINUMDHM = DETENTION HOLLOW METALHM = HOLLOW METALSST = STAINLESS STEELWD = WOOD

FINISHANOD = ANODIZEDFRP = FIBER REINFORCED PLASTICPLAM = PLASTIC LAMINATEPT = PAINTST = STAIN

GLASS LEGEND:GL = GLASSLG = LEADED GLASSRG = RATED GLASSSG = SPANDREL GLASS

GLASS LEGEND NOTES:1. SEE SPECS FOR GLASS TYPS NOTED

SCHEDULED PARTITION, SEEPLAN

ACOUSTICALINSULATION WHEREOCCURS

HEADER PERSTRUCTURALDRAWINGS

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

1/2"

2"

CAULK ALL AROUND,BOTH SIDES

SCHEDULED PARTITION,SEE PLAN

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

6 3

/256"

TYP. DIMENSION AT ADJACENTWALL, UON (DOOR HINGE SIDE,WHERE OCCURS)

1/2"

2"




HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

1/2"

2"


2"

STOP BEYOND

PERSCHEDULE

PE

R S

CH

ED

ULE

FB1

14

A-621

PERSCHEDULE

PE

R S

CH

ED

ULE

EB1

10

A-621

10

A-621OPH

15

A-621

PERSCHEDULE

PE

R S

CH

ED

ULE

EB2

10

A-621

10

A-621

11

A-621

12

A-621

16

A-621

OPH

NOTE :SEE PLAN AND SECTION FOREXTERIOR DOOR FRAME(S)

PER SCHEDULE

PE

R S

CH

ED

ULE

DF1




HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

1/2"CAULK ALL AROUND,BOTH SIDES

4"


ACOUSTICAL INSULATIONWHERE OCCURS

HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

1/2"

1 3

/8"

5/8

"

5/8

"


2 5

/8"



HOLLOW METAL FRAME

DOOR, SEE SCHEDULE

1/2"

1 3

/8"

5/8

"

5/8

"


1 3

/8"

DOOR TYPED = DOORS = SLIDER

DOOR CONFIGURATIONF = FLUSHG = GLASSV = VISIONL = LOUVERD = DUTCHJ = DETENTIONS = SLIDERO = OVERHEADC = COUNTERA = ACCORDIONP = STRIP CURTAIN

CONFIGURATION VERSION1 = VERSION 12 = VERSION 2ETC.

VERSION VARIATIONA = VARIATION AB = VARIATION BETC.

DF1A

DOOR TYPE SYMBOL KEY

1 2 3 4 5

D

C

B

A

SHEET NO.

CONSULTANT

ACCOUNT NO:

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

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D P

RIN

T -

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CO

RD

ING

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01/4

"1/2

"1"

2"

ARCHITECT ENGINEER

OSHPD NO:

BUILDING:

WING\FLOOR:

PROJECT TITLE:

SHEET TITLE:

JOB NO.

SCALE

DATE


SHEET

DESIGNED BY

PROJECT MANAGER

ARCH.\ENGR. OF REC


REVISION

KEY PLAN

REVISIONS

OSHPD

UCD MC





STEVEN SUGIOKA

STEVEN SUGIOKA

JH, WN, RD05/08/18

STEVEN SUGIOKA

1/1

0/2

019 1

0:1

8:1

3 A

MC

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As indicated A-621

SCHEDULES / DIAGRAMS -DOORS


INCREMENT 4


Facility No: 10619Building No: 01434, 01436, 01437OSHPD No: I140010-34-04

MAIN HOSPITAL

SOUTH WING

I140010-34-04

M030667

M030667

12/19/14

013200.04A

DECOMMISSION

NORTH/SOUTH WING

CHANGE ORDER 1

DOOR SCHEDULE

DOOR NO FLOOR ROOM NAME

FIRERATING(MINS)

HDWGP

DOORS FRAMES

SIGNAGE COMMENTS

LEAF 1 LEAF 2

MATL HEIGHT FINISH GL TYPE MATL FINISH GL HEAD JAMB SILLTYPE WIDTH TYPE WIDTH0509D BASEMENT WORK ROOM 20 102 DF1 3'-0" HM 7'-0" -- -- FB1 HM -- -- 14/A-621 15/A-621 --

1418A FIRST FLOOR 20 101 DF1 3'-0" HM 7'-0" -- -- FB1 HM -- -- 14/A-621 15/A-621 --

1522A FIRST FLOOR 20 101 DF1 3'-6" HM 7'-0" -- -- FB1 HM -- -- 14/A-621 15/A-621 --

2000A SECOND FLOOR 0 103 DF1 4'-0" HM 7'-0" -- -- FB1 HM -- -- 14/A-621 15/A-621 --

3509A THIRD FLOOR VESTIBULE 90 104 DF1 3'-0" HM 7'-0" -- -- FB1 HM -- -- 14/A-621 15/A-621 --


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3" = 1'-0"14TYPICAL DOOR HEAD

3" = 1'-0"15TYPICAL DOOR JAMB

3" = 1'-0"10TYP DUEL EGRESS DOOR HEAD

1/2" = 1'-0"2DOOR FRAME TYPES

1/2" = 1'-0"3DOOR TYPES

3" = 1'-0"11TYP DUEL EGRESS DOOR JAMB

3" = 1'-0"12DUEL EGRESS DOOR JAMB A

3" = 1'-0"16DUEL EGRESS DOOR JAMB B

WORK ROOM

HALLWAY

SHELL

CORRIDOR

CORRIDOR

2



7 CHANGE ORDER 2 BID ADDENDA 3 01/16/19

7


7


7


7

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