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HomeMy WebLinkAbout265706_1_Corrections.docxTENANT IMPROVEMENT PLAN CHECK COMMENTS COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 101103832-84 PROJECT ADDRESS: 3400 S Susan Unit# A, #B and #C PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III B OCCUPANCY CLASSIFICATION(S): B, S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/30/2020 INITIAL REVIEW 7/20/2020 EXPIRATION 12/27/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Gary Adams 3. TEL: (949)351-0103 FAX: VALUATION: A-$336,418.00, B-$376,950, C-$421,107 EMAIL: aprops33@aol.com FLOOD ZONE: X-0602320258J APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used. All items noted on this plan check report must be addressed.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Please return marked up set of drawings with corrections.Beginning of comments:Note that due to the extensive information is unavailable at the first review, drawings are partially reviewed. The following corrections and requested document shall be submitted and clarified. Next review should be considered as first review and the length of plan check time should be the same as the first review. Note that additional plan check comments may apply.ARCHITECTURAL (Incomplete)This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.Delete “for reference only” notes in the sheet index and drawing title. This is a complete tenant improvement/change of use plan review.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2019 California Building Standards Code with local amendments:(Note that Planning approval is required prior to building plan check)It seems there are several existing construction in this building has no building record in the city listed as follows:The entire second floor shown on page A2.2. This building was originally permitted as a single story building.Multiple east facing windows shown on page A2.0 through A2.2. Refer to red mark area.Existing first floor plan on page A2.0. The floor plan layout has no record.Please provide the building record( permitted plans) if you have one that all area as stated above are permitted OR modify the permit application and the scope of work on the plan to include the construction OR complete demolish the all unpermitted work on the second floor to return to the original permitted condition.Provide relevant architectural plans including existing permitted floor plan, label proposed floor plans on both levels, elevations, at least two building cross-sections, energy, green, structural plans and calculation for the proposed work.Multiple east facing windows shown on page A2.0 through A2.2. Obtain building permit for those windows under this permit. Provide on the drawings a complete window schedule showing: - Window sizes. - Type and thickness of glazing (type of safety glazing for hazardous locations noted under CBC Section 2406.3. - Energy design.Clearly indicate the scope of work under this building permit application:Add to the scope of work to legalize unrecorded construction listed in item 8 above. Provide detailed description.There are three building permit shared one submittal package. Please add detailed scope of work under individual permit number for suite A, B and C.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.Cover sheet. Per building record (permit #23909), the square footage of the building is 28490 sf and one story only. (259’x110’). However, the architectural plan shows 28664 sf first floor area. Please update building dimension and square footage to match record and revise area calculation for each suite unless you can provided previous approved building plans to justify.Cover sheet. Provide a table to show proposed square footage of each floor on each suite and total square footage of each unit, total square footage of each floor and the entire building. Refer to red mark on sheet A0.1.Cover sheet. Provide the following:Assessor’s Parcel NumberOccupancy Classification(s) assigned to each suite.Area tabulation justifying floor area(s) of building(s) (CBC Sections 503, 505, 506, 507, and 508 and CBC Table 503)Fire Sprinkler System (State purpose of sprinkler system, for example, area increase under CBC Section 506.3, required by CBC Section 903 for type of occupancy, etc.)Fully dimensioned floor plan, measuring overall dimension of each suite to verify building area.Number, width, and purpose (cite code section) of yards required.Number and fire-resistive rating of all area separation walls.Number of stories and building height in feet.The applicant shall obtain clearances/approvals for the following prior to building permit issuance: - Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans should be submitted to expedite the process. - Fire Department approval on the corrected/final sets of drawings ((714)573-6100) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - School District Compliance Certificate; a copy of the building permit application, signed by the plan check engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.Sheet A1.0. Site plan. Provide total parking calculation and show total number of accessible van and standard parking spaces compliance with the required number per CBC 11B-208.Sheet A1.0. Site plan. Provide at least one accessible parking space located at the shortest accessible route to the accessible entrance of suite A.Sheet A1.0. Site plan. Part of the site on the south side is enclosed by fence. Show location, dimension and the height of the fence.Provide and label PROPOSED first floor and second floor plan with fully dimensioned on each partition. All undocumented walls, doors and windows shall NOT be labeled as existing and shall provide full design as new construction for structural, egress and accessibility.Show exterior walls on the proposed second floor plan. Provide dimensions to show the location of the proposed second floor interior partitions to the existing exterior walls.Provide design of the ceiling and specify ceiling system on plan. Sheet A2.0 through A2.2. Label and note hourly fire rating of: - Exterior walls - All corridors - Fire walls - Fire barriers - Shafts - Stair enclosures - Exit passageways - Horizontal exits - Hallways Sheet A2.0 through A2.2. Provide a wall legend indicating whether the wall is: - Identify existing permitted walls to stay, or to be removed - Provide additional legend to identify unpermitted existing walls, but to be legalized and to stay. - Provide wall assembly and structural connection details for new walls and the existing unpermitted walls to be legalized. Cross-reference to wall legend. - A fire-resistive assembly and cross-reference to wall legend. - Bearing walls versus non-bearing partitions with structural connection details.Sheet A2.0 through A2.2. Occupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers.Sheet A2.0 through A2.2. Provide information what is the content of the storage in the warehouse area in each suite on plan. The material being storage shall match the occupancy group per CBC as S-2 shown on plan.Show ceiling height on each room/space on the floor plan.EXITOnly partial egress design shown on the floor plan. Provide a fully dimensioned means of egress floor plan addressing all occupiable spaces and indicating the following:Calculate and specify the occupant load at individual spaces per Section 1004.Specify the overall occupant load of the tenant space.Intended egress routes, specifying the cumulative occupant load at exit access doors, corridors, stairways, etc.Show the common path of travel and the exit access travel distances.Calculate the minimum width of all means of egress components.Show the required and actual distance between exit and exit access doorways.Sheet A2.0 through A2.2.CBC Section 1016.1. Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1016.1.Use occupant load = 500 gross area for calculating warehouse occupant load.Show a 7’ 6” minimum ceiling height along the path of egress travel.The common path of egress travel distance from warehouse area in all suites exceeds 75 feet (100 feet if NFPA 13 sprinkler provided). Provide two separate and distinct paths to two exits from the space. The distance around temporary or movable fixtures must be included in determining the common path of egress travel distance. [CBC 1015.1, #2]Revise the egress path of travel from offices and breakroom in suite A and B first floor so that it does not pass through a, storage room or space used for similar purposes such as warehouse. [CBC 1016.2, item #4].Provide dimensions to show width of the corridor on plan and the minimum width shall comply with CBC Table 1020.2.DOORSProvide on the drawings a complete door schedule, showing: - Door sizes (CBC Sections 10010.1.1 and 11B-404.2) - Hardware complying with exiting and disabled accessibility requirements (CBC Sections 1010.1.9 and 11B-404.2.7) - Compliance with limitation of viewport size (CBC Section 716.2.2.1 Exception 1) - Fire-rating of door assembly complying with CBC Section 716 Opening Protection - Note smoke seal (in accordance with CBC Section 716.2.2.1, required for doors forming part of the one-hour exit corridor envelope) - Show compliance with the City of Santa Ana’s Security Ordinance (Contact the Santa Ana Police Department Crime Prevention Section by telephoning 714-647-5840)CBC Section 1010.1.9, Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”All doors require a level floor landing on each side in accordance with CBC Sections 1010.1.5, 1010.1.6, 1010.1.7, 11B-404.2.4.4and 11B-404.2.5 and CBC Figures 11B-404.2.4.1 and 11B-404.2.4.2. Provide typical door threshold details and details of change in floor covering material.Revise the drawings to reflect under CBC Section 1010.1.9.4 Exception 2.2, which reads “THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED.”STAIRWAYThe existing stairways are unrecorded. Provide stairway design. Stairways shall show compliance with CBC Sections 1011 and 11B-504 including applicable disabled accessibility requirements. - Provide complete architectural plan view, sections, details, and notes for stairway(s). - Dimension stairway width showing compliance with CBC Sections 1011.1, 1005, and 1009.3. - Dimension rise of steps shall be not less than 4” or greater than 7”. The run shall notbe less than 11”. - Treads, nosing, and risers require compliance with CBC Section 11B-504, including no open risers and slip resistant treads. - CBC Section 1011.3, Dimension stairway headroom clearance. 80” minimum clearance. - Stairway shall be accessible with handrails on both side with extensions on the top and bottom landing.The walls and soffits within enclosed usable spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire-resistance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. Access to the enclosed space shall not be directly from within the stair enclosure.HANDRAILS FOR STAIRWAYSProvide handrail details on the drawings showing compliance with CBC Section 1011.14, 1014, and 11B-504.6. - Stairways shall have handrails on each side. - Handrails shall be 34 to 38” above the nosing of treads. - Handrails shall extend a minimum of 12” beyond the top nosing, and shall extend a minimum of 12” plus the tread width beyond the bottom nosing. - Ends of handrails shall be returned or shall terminate in newel posts of safety terminals. - Handrails projecting from a wall shall have a space of 1½” between the wall and the handrail. - The handgrip potion of handrails shall not be less than 1¼” nor more than 1½” cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8”.EXIT SIGNSExit illumination and exit sign requirements in accordance with CBC Section 1013 shall be shown on the drawings. Be specific as to the type of exit signs to be installed.CBC Section 1013.1. Provide a directional exit sign at changes in exiting direction.CBC Section 1013, Requires exit signs to be readily visible from any direction of approach. No point shall be more than 100’ from the nearest visible exit sign. Revise the drawings to show compliance.CBC Section 1008, Requires means of egress from all occupied parts of the building be provided with at least 1’ candle of light at floor level. Show compliance on the drawings.If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Emergency warning systems, as part of the fire-protective signaling system, shall be designed and installed in accordance with NFPA 72 as amended in CBC Chapter 35. CBC Section 1009.9, check with the Fire Department when, how, and where applicable.Tactile exit signs shall be required at the following locations: - Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.” - Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate:“EXIT STAIR DOWN”“EXIT RAMP DOWN”“EXIT STAIR UP”“EXIT RAMP UP” - Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure, or an exit passageway, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” - Each exit access door from an interior room or area to a corridor or hallway, which is required to have a visual exit sign, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” - Each exit door through a horizontal exit shall be identified by a sign with the words “TO EXIT.”For the purpose of Section 1013.4, the term “tactile exit signs” shall mean those required signs that comply with Chapter 11A, section 1143A or Chapter 11B, section 11B-703.1, 11B-703.2, 11B-703.3 or 11B-703.5.ACCESSIBILITYPlease fill out the Disabled access compliance form to demonstrate the accessible path of travel is in compliance with 11B-202.4. This form is attached with the plan check comment email.SITE ACCESSIBILITYAt least one accessible route shall be provided within the site from accessible parking spaces to the accessible building or facility entrance they serve to each suite. Where more than one route is provided, all routes must be accessible. §11B-206.2.1 (See exceptions). The running slope of walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). §11B-403.3According to the proposed layout, there is no exterior accessible route from suite B to the trash enclosure. Revise design to provide an accessible route from accessible entrance of the suite B to the trash enclosure. The accessible route shall comply with 11B Division 4, within the same lot and not traveling behind other parked cars.Provide detectable warning on the exterior side of the exit/entrance door in suite A, B C where adjoin vehicular traffic. Detectable warnings provided to separate walks that cross or adjoin a route provided for vehicular traffic, such as in a street, driveway, or parking facility, shall be 36 inches in width and continuous at the boundary between the pedestrian areas and vehicular areas. §202, §11B-247.1.2.5, §11B-705.1.2.5Provide detectable warning details showing compliance with Section 11B-705.1.1.3.1. §11B-705.1.1.3.BUILDING ACCESSIBILITYAll entrances and exterior ground-floor exits to buildings and facilities shall comply with 11B-404 Doors, Doorways, and Gates. §11B-206.4.1Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. §11B-404.2.3Minimum maneuvering clearances at doors and gates shall comply with 11B-404.2.4 Maneuvering Clearances. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. §11B-404.2.4Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B-404.2.4.1Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. §11B-404.2.4.2Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway, or within 24 inches of the latch side of an exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B-404.2.4.3Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10STAIRWAY ACCESSIBILITYAll steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches high minimum and 7 inches high maximum. Treads shall be 11 inches deep minimum. Curved stairways with winder treads are permitted at stairs which are not part of a required means of egress. (See exception) §11B-504.2Interior stairs shall have the upper approach and lower tread marked by a stripe providing clear visual contrast. Exterior stairs shall have the upper approach and all treads marked by a stripe providing clear visual contrast. The stripe shall be a minimum of 2 inches wide to a maximum of 4 inches wide placed parallel to, and not more than 1 inch from, the nose of the step or upper approach. The stripe shall extend the full width of the step or upper approach and shall be of material that is at least as slip resistant as the other treads of the stair. A painted stripe shall be acceptable. Grooves shall not be used to satisfy this requirement. §11B-504.4.1 The radius of curvature at the leading edge of the tread shall be ½ inch maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 1¼ inches maximum over the tread below. §11B-504.5 (See exception for existing buildings)Top of gripping surfaces of handrails shall be 34 inches minimum and 38 inches maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces. §11B-505.4Clearance between handrail gripping surfaces and adjacent surfaces shall be 1½ inches minimum. Handrails may be located in a recess if the recess is 3 inches maximum deep and 18 inches minimum clear above the top of the handrail. §11B-505.5Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1¼ inches minimum and 2 inches maximum. §11B-505.7.1At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance equal to one tread depth beyond the last riser nosing. The horizontal extension of a handrail shall be 12 inches long minimum and a height equal to that of the sloping portion of the handrail as measured above the stair nosings. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.3.Suite C. The break room shall be accessible. A 5 feet diameter turning space, accessible counter and accessible sink is required. Provide design and details.Sheet A-2.3. The existing unrecorded restrooms and the new proposed restrooms are shall be accessible and comply with 2019 CBC Chapter 11B. Provide complete dimensions on plan between interior face of the walls on all restrooms and cross-reference applicable accessible details to plan.Provide enlarged single-use restroom in suite B. Provide accessible counter, interior dimensions, turning space, and clear floor space in front of each accessible plumbing fixture.TOILET AND BATHING ROOM CLEARANCESDoor shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position may encroach into the turning space by 12 inches maximum. §11B-603.2.3. The door encroaches the turning space. Review and revise the design.At single user toilet or bathing rooms, doors shall be permitted to swing into the clear floor space or clearance required for any fixture only if a 30 inch by 48-inch minimum clear floor space is provided within the room beyond the arc of the door swing. §11B-603.2.3 (See exception)Provide grab bar design for the single-use restrooms.Clearance around a water closet shall be 60 inches minimum measured perpendicular from the sidewall and 56 inches minimum measured perpendicular from the rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. §11B-604.3.1. Show dimensions on sheet A2.3 to verify design.The clear width for accessible routes to accessible toilet compartments shall be 44 inches except for door opening widths and door swings. §11B-403.5.1 exception 5. Show dimensions on sheet A2.3 to verify design.Shower compartments shall comply with section 11B-608 including the requirements for clearances, grab bars, seats, controls, shower spray unit and water, thresholds, shower enclosures, shower floor or ground surface and soap dish.Provide 30”x48” clear space on plan in front of the accessible urinal.The door leading to storage area shall have minimum 18” maneuvering clearance.RESTROOM SIGNShow location of the proposed signage (wall-mounted and door mounted) on the enlarged restroom floor plan.Sheet A0.3a. Detail 3 and detail 4. Remove the pictogram and text description from the wall-mounted signage.Sheet A0.3a. Detail 3 and detail 4. Revise mounting height for wall-mounted signage. Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Refer to Figure 11B-703.4.1. (11B-703.4.1).GREEN(Incomplete)Please show compliance under the 2019 version of the CALGreen code.Fill out the checklist and certificate forms (2019 version) and incorporate into the drawings. The new forms are attached with the plan check comment email.ENERGY(Incomplete)Provide energy design for the newly added windows without record. The alteration shall comply with 2019 California Energy Code.STRUCTURAL (Incomplete)Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Stairway(s). CBC Sections 1607, 1630a and 1133B.4, and CBC Table 1607.1, Item 36. - Handrail(s)/guard(s). CBC Sections 1012, 1013, and 1607.7. - Guard(s). CBC Sections 1013 and 1607.7. - Change in floor use/loading. Refer to CBC Section 1607 and CBC Table 1607.1. This includes: - Removal of bearing wall(s). - New opening(s) in bearing wall(s). - unrecorded second floor. - Any other structural alteration including unrecorded exterior window openings. - Removal or alteration of existing shear walls.CBC Section 1603.1. Construction documents shall show the size, section and relative locations of structural members with floor levels, column centers and offsets dimensioned. The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.8 shall be indicated on the construction documents.The engineer or architect in responsible charge of the structural design work shall include in the construction documents the following: - Structural tests and inspections required by CBC Chapter 17. - CBC Section 106.1, Appendix Chapter 1. Inspection and observation program. When special inspection is required by Section 1704, the architect or engineer of record shall prepare an inspection program that shall be submitted to the building official for approval prior to issuance of the building permit. The inspection program shall designate the portions of the work that require special inspection and the name or names of the individuals or firms who are to perform the special inspections, and indicate the duties of the special inspectors. - CBC Section 106.3.4.1. The special inspector shall be employed by the owner, the engineer, or architect of record, or an agent of the owner, but not the contractor or any other person responsible for the work. - Telephone (714) 647-5853 to obtain information on becoming a registered special (deputy) inspector in the City of Santa Ana. - CBC Section 106.3.4.1. The inspection program shall include samples of inspection reports and provide time limits for submission of reports. - CBC Sections 106.3.4.1 and 1704. The structural engineer of record shall provide periodic and final inspections for all structural elements to ensure completed construction agrees with his/her design. - Other structural inspections required by the engineer or architect in responsible charge of the structural design work. - Special inspections required by ICC Research Report.END OF COMMENTSNote that due to the extensive information is unavailable at the first review, drawings are partially reviewed. The following corrections and requested document shall be submitted and clarified. Next review should be considered as first review and the length of plan check time should be the same as the first review. Note that additional plan check comments may apply.If you would like to pick up submitted plans with correction redlines, please email Wayne Lee wlee@santa-ana.org to schedule an appointment from Monday through Thursday between 9 am to 10 am by appointment only.