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HomeMy WebLinkAbout290914_3_Corrections.docx PLAN CHECK NO: 101111464-467, 472, 473 (6 permits) PROJECT ADDRESS: 415 E Fourth St and 515 E Fourth St PLAN CHECK ENGINEER: Lee, Wayne / Huang, GarryTEL:714 647-5848 EMAIL: wlee@santa-ana.org ghuang@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: I A, III A, SPK HT Increase, SPK Story Increase OCCUPANCY CLASSIFICATION(S): A-2, A-3, B, M, R-2, S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 8/1/2022 INITIAL REVIEW 8/5/2022 EXPIRATION 1/28/2023 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Andrew Nelson 3. TEL: (949)733-2000 FAX: VALUATION: $29,549,594.00 / $2,462,274 / $2,385,810 /$6,648,987 / $22,431,747 / $5,316,131 EMAIL: anelson@redoakinv.com FLOOD ZONE: X-0602320276J Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.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. This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information. 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 set of drawings (647-5839 or 647-5700). -Police Department approval on the corrected/final set of drawings (647-5840). -Public Works Agency approval (647-5039). - Proof of Worker's Compensation Insurance shall be required at the time of permit issuance. - School District Compliance Certificate. -Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039). PLAN CHECK COMMENTS: New corrections are added along with the remaining first plan check comments. The balance of corrections from previous review have the response by plan reviewer starting with “PC3” for the reasons of not signing off. A new added corrections have no “PC3” follows. Please note that a few area still have no architectural design to show compliance with the Codes and a few comments requires further clarification. New comments may apply after next review. All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). Please pick up submitted plans. All comments marked on the drawing must be addressed. Design appears incomplete at this submission. Further review and new plan check comments may apply after next review. The Building Department plan check redline set MUST BE return to verify the corrections. School fee calculation. Provide school fee calculation and fee floor plans demonstrating how the assessable and chargeable spaces are obtained in full size of sheets. Please refer to the school fee exhibit handout for requested information to be submitted. The handout may be on the same plan check comment email or on a separate email. Please contact your permit applicant or contact building plan reviewer if you do not receive it. PC3: Not resolved. Pending to item #7 through item #9. The building design must be clear first prior to further review school fee calculation. Sheet A0-05 and A0-06. Please clarify square footage of the residential “assessable space”. See definition below. The square footage among the tables don’t match. Sheet A0-05 and A0-06. Please clarify the square footage of the commercial “charageable covered and enclosed space” including restaurant, retail, leasing office…See definition below. The square footage among the tables don’t match. Provide complete fire protection plan design and cross-reference all applicable details. Revise all plans. (e.g. sheet A0-21). PC3: Revise and clarify all fire protection plans. Please refer to general comments andredlines on sheet A0-11: Type IIIA Detail 4/AD-26 is incomplete. Provide tested and approved detail for all sides of 3-hour shaft. Minimum STC 50 is required for detail 4/AD-26 and 1/AD-22. Missing detail 12/AD-28 for 2-hour steel beam protection detail. Detail 17/AD-28 and detail 18/AD-28. On plan,provide tested and approved detail for 2-hour fire protection wrapped at the steel beam and make cross-reference to those details. Detail 12/AD-22.1. Provide and revise detail 2/AD-22 to provide 1-hour exterior wall assembly with 50 STC min. Provide 1-hour roof/ceiling detail. (CBC Table 601) Revise wall legend to provide 2-hour fire rated exterior wall on the type IIIA wall adjacent to garage. Sheet A0-11 through A0-25. Identify all exterior wall with fire-resistant assembly details on the type IIIA conduction. Plans are partially identified. Type IA Detail 10/AD-22. Revise detail to provide 2-hour occupancy separation. Provide 3-hour concrete column fire protection detail. Provide 1 1/2 –hour roof/ceiling assembly detail. (CBC Table 601) Detail 12/AD-33. Revise detail 20/AD-26 to provide 3-hour wall assembly. Detail 4/AD-25A. Revise detail 21/AD-26 to provide 3-hour fire rated wall and revise detail 16/AD-24 to provide 1-hour fire rated wall. Detail 9/AD-25A. The ASW 1502 (ASW1100?) is not available in the Gypsum manual. Please updated. This wall is also a dwelling unit separation wall which requiessTC 50 minimum. Detail 10/AD-25A, 11/AD-25A. Provide missing detail 9/AD-21. Provide missing detail 12/AD-26 showing compliance of NFPA 221. Sheet A0-15. Provide missing detail 18/AD-33. Sheet A0-16. Provide missing detail 12/AD-25A. Building A. At the first and second level of the type IIIA building (A2 and A3) next to the type 1A building, no opening in the firewalls is allowed per CBC 705.3. Ch 6 and Ch 7 based on fire separation distance <3 feet, two buildings with different type of construction. The CBC 705.3 exception 2 does not apply here. (refer to sheet A0-03A and A2-11 grid H.8) PC3. It appears an approach to use fire wall to separate 5-story and 7-story buildings. Please clarify fire wall design, opening location and structural stability: Fire wall on the 7-story building part should extend to the roof to comply with vertical continuity per CBC 706.6. The current design shows that firewall around the hallway stops at the level 5 which shall be extended to the roof. Clarify and revise design. Sheet A0-11. Revise missing or incomplete details. E.g. detail 12/AD-33, 4/AD-25A, 11/AD-25A, 12/AD-26. Identify on plan for all levels that 3-hour fire rated fire wall is required except back-to-back wall section could be individual 2-hour rated wall per NFPA221. (706) Clarify the structural stability in the vestibule area bounded by fire walls. Show design to comply with CBC 706.2. In the vestibule area, Space between two doors in a series shall be 48 inches minimum plus the width of a door swinging into the space. Show dimensions on plan to clarify. (1010.1.8) Sheet A2-18, Openings in the lower roof shall not be located within 10 feet of the fire wall. Plan shows only 4 feet no opening area in the legend. In addition, provide detail 12/AD-26. (706.6.1) Provide complete design and detail in all common and public area such as the leasing office, fitness, community restrooms, community decks, pools,and clubroom in building A. Plansare incomplete. Further plan check is required. (e.g. sheet A5-60). PC3: Sheet A0-01. Add note to the cover sheet to clarify whether the interior design package are deferred submittal package. Sheet A2-11. Provide specification of all doors within leasing office. Doors shall be accessible. Sheet A6-02. Keynote # 2.1. Provide correct referenced detail 6/AD-04 for removable counter and forward approach accessible sink. (1127A) Sheet A6-01 and A6-02. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches maximum above the finish floor. Provide all restroom doors design and details. Doors shall be accessible. Sheet A5-56 is incomplete. Cross-reference design, keynotes, legends…into the empty floor plan. Further plan check is needed. Sheet A5-54, A5-55 and A5-56. Cross-reference the interior building cross-sections from sheet A5-57 to the applicable location on the floor plan (where the cross-section is cut). Sheet A5-60A and A5-60B. Keynotes. Provide missing detail in keynote #R2. Provide restroom signage detail in keynote #R10. Detail 18/AD-02. Delete pictograms on restroom door-mounted signs. Sheet A5-60A. Revise women’s restroom entry door to provide minimum 24” maneuvering clearance on the pull side of the door. (1126A.3.2.1) Sheet A6-02. Detail 4. Incomplete. The community shower shall be accessible. Provide design to show fully compliance of CBC section 1127A.4 and 1127A.5.3. Community spaces. Provide partition design, assembly and connection details (E.g. Sheet A5-54, A5-55.) Community spaces. Provide door and glazing within the interior partitions. Doors shall be accessible and glazing shall comply with CBC chapter 24. (E.g. Sheet A5-54, A5-55.) Sheet A5-61 is incomplete. Cross-reference design, keynotes, legends…into the empty floor plan. Further plan check is needed. Sheet A5-64 is incomplete. Cross-reference design, keynotes, legends…into the empty floor plan. Further plan check is needed. Sheet A5-64. Provide enlarged and dimensioned restroom floor plans with signages, door, accessible routes, clear floor space, and plumbing fixture design called out. Incorporate interior elevation shown on A-602 into the plan. Refer to club restroom on sheet A5-60A as example. Provide more detailed information on the building gross area in accordance with CBC Ch2 definition; include floor, functions, occupancy, and square footage on plan. Use separate table for separate buildings. Provide area breakdown in the common area, amenities and retail area with separate table including retail, restaurant, fitness, clubroom, restrooms, shower, hallway…The overall gross area on each level, entire building and area breakdown shall be consistent. PC3: Not resolved. Please provide request information on sheet A0-02 or on a new sheet right after sheet A0-02. Revise architectural plans to provide (1) name (2) occupancy group (3) square footage and (4) room number of each space/room, including ulitility rooms, hallways, decks… Revise sheet A2-11 through A2-18 for building A. Revise sheet A2-51 through A2-56 for building B. Provide detailed area breakdown tables on sheet A0-02. The information shown in the table shall be 100% match the architectural plans. If needed, provide sub-breakdown tables to further explain the summary aggregated area listed in the table. For example, if the amenity is made of multiple rooms, use another table to show how it is calculated.Show the following information clearly on each individual room/space on each level. Note that the total square footage shown must be consistent with the gross floor area:Use of each room (e.g. office, porch, storage, hallway, stairway…)Dwelling unit / tenant unit / room numberOccupancy group (CBC Ch3)Square footage Interior dimensions on each level to locate each partition, wall and indicate corridor width PC3: Not resolved. This is the same request as plan check item 7a. Provide all information on the architectural floor plans to verify the design. Revise sheet A2-11 through A2-18 for building A. Revise sheet A2-51 through A2-56 for building B. BUILDING PLANNING Sheet A0-02A. There are (4) buildings on this submittal: Two apartments and Two garages. Revise information table to show all the following information on each building: (1) type of construction, (2) building height, (4) number of stories, (5) occupancy group (6) total occupant load, (7) type of fire sprinkler system. PC3: Partially resolved. Show all occupancies on each building. Each space shall be individually assigned occupancy. E.g. Building A contains restaurant, retail leasing…. In addition to R2 occupancies. Garage A contains, trash room, parcels, fire pump in addition to S2 occupancies. Show number of total occupant load on each building. Do not refer to see egress plan. Please provide information here. Identify finish floor elevation on the apartment buildings on the floor plan and on each level. Within the same level, show elevation on each side between inclined walkways. (e.g. sheet A2-11…) PC3: Not resolved.Provide missing elevations on sheet A2-13 through A2-17 and A2-51 through A2-55. See red marks on plan. Identify finish floor elevation on the building elevations on each building. Within the same level, show elevation on each side between inclined walkways. (E.g. sheet A2-20…) PC3: Not resolved. Show elevation number on all levels. Provide ceiling plan and complete ceiling system design in the common area (e.g. club room, fitness, leasing office…) and commercial area (retail, restaurant...). PC3: Sheet A0-01. Add note to the cover sheet to clarify whether the interior design package are deferred submittal package. Building permit is required. Sheet A2-19.1 through A2-19.7 and A2-57.1 through A2-57.5. Please complete RCP plans. Please key-in the keynotes, legend, types into the plan. Show ceiling height and remove the floor height from the plan. Provide ICC number on plan for the suspended ceiling system in ceiling type “ACT-1” and “ACT-2”. ID-plans maybe submitted as deferred submittals under separate permit number. Please clarify and note on the plans. The exterior elevation design is incomplete. Provide and cross-reference applicable details into the legend and into the building elevations. If fire-resistant-treated-wood is used for type IIIA construction, clearly indicate in the detail required structural member to be FRTW. (e.g. sheet A2-60) PC3: Elevation drawings shall include following information: Roof slope/pitch Roof venting Top of floor elevations(s). Detail E/AD-82.1, 2/AD-83. Specify the cantilever length of the canopy on the detail, measured from the wall surface to the outmost edge of the canopy. If the dimension is referred from the floor plan, indicate sheet number of the floor plan. Sheet A2-20 through A2-62. Refer to redmarks on sheet A2-20 to provide missing details and update all affected sheets. Building A. Provide building cross-sections and make references into the floor plan on each level. PC2: Please provide (5) requested building cross-sections. See red marks on plan on sheet A2-11 for locations. Show clear ceiling height at each garage level. PC3: Only (2) requested section are provided. Please provide (3) other requrested building cross-sections. See redmark on sheet A2-11. Incomplete roof plans. Provide cross-reference applicable details into the legend. Cross reference keynotes into the roof plans. (E.g. sheet A2-56, A2-18) PC3: Not resolved.(E.g. sheet A2-18, A2-56). See red marks on plan: Revise roof ventilation calculation for each enclosed slope roof area. The submitted design appears does not comply. Provide ventilation design at the flat roof area with calculation or design as unvented roof. Show design to comply with Code. Revise roof vent location not within a height of 15 feet above the lower roof located at the firewall between buildings. Show roof slope. Show dimensions of the roof overhang. Building A. At the 7th level occupied roof deck, provide design, plans and elevations for the free-standing patio cover. Specify ICC approval number and weight per square foot for tile and special roof coverings. PC3. Not resolved. Please specify make and model and update ICC number or provide approved third party test report number. The ESR-1900 is not available. Provide ICC number for the water-proofing material on all roof decks. PC3: Not resolved.Update ICC number or provide approved third party test report number. The ESR-1597 is not available. Cool roof is required on both buildings. On the roof plan, provide CRRC number for roof covering with minimum solar reflectance: and thermal emittance. PC3: Not resolved. Cool roof is required on the low-slope roof in accordance with energy calculation on the type IIIA roof.However, the provided TPO roofing does not meet the minimum aged solar reflectance and minimum thermal emittance per submitted performance design: Building A requires min. 0.76 (>0.68 no good!) aged solar reflectance and min. 0.9 thermal emittance. Building B requires minimum 0.18 aged solar reflectance and min 0.92 (>0.9 no good!) thermal emittance. Provide parapet construction and details on plan complying with 705.11 and cross-reference into the floor plan and building sections. PC3: Revise and clarify detail 2/AD-61. Parapets shall have the same fire-resistance rating as that required for the supporting wall, and on any side adjacent to a roof surface, shall have noncombustible faces for the uppermost 18 inches, including counterflashing and coping materials. Provide non-combustible surface on each side of the parapet and cross-reference fire assembly detail as type IIIA construction for exterior walls. (705.11.1) Located in building A pool area, provide glass guardrail architectural and structural design and details on plan. PC3: Provide glass rail system ICC number on detail 7/AD55.1. Detail 7/AD-55.1. Required guards shall not have openings that allow passage of a sphere 4 inches (102 mm) in diameter from the walking surface to the required guard height. In addition to item a and item b, clarify where the structural design and connection can be found. Provide sheet number and calculation in your response. If guardrails are under separate permit, identify on plan and on the separate permit item on the first sheet of the architectural drawings. Building B. Provide architectural design and structural connection details for the guardrail: At the end of the corridor. (e.g. A2-52). In each dwelling unit. PC3: clarify where the structural design and connection can be found. Provide sheet number and calculation page number in your response. If guardrails are under separate permit, identify on plan and on the separate permit item on the first sheet of the architectural drawings. FIRE PROTECTION Provide additional sheets showing all applicable fire/sound rated assembly details from Gypsum Manual specified on the architectural drawings. (E.g.,Detail 1/AD-21). PC3: Sheet AD-28. Detail 17 through detail 20. Provide approved test detail number. Identify 2-hour FRTW fire barrier on the apartment bearing wall and 2-hour rated fire-barrier blanket on all details for type IIIA exterior load-bearing wall next to the garage wall. (E.g. Sheet AD-33…) PC3: Sheet AD-33. Identify required fire rating (instead of rating per plan), manufacture, model and approved test report number for the fire-barrier blanket. Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exterior walls. (706.5 and exceptions).Provide firewall termination detail intersection exterior walls and show horizontal 1-hour protection walls and openings on the floor plan where protection is required (706.5 exceptions) on plan. Indicate which exception applies on plan. PC3: Detail 2/AD-25. Please revise type “X” sheathing to FRTW plywood sheathing. Provide complete design on sheet AD-26. Provide fire assembly details. Cross-reference grease duct section from sheet AD-26 into the floor plan and building cross-sections. PC3: Detail 4/AD-26. Please provide fire assembly detail on the left side of the shaft. Review and revise all keynotes and sections on sheet AD-20. Details on plan are either not available or incorrectly cross-referenced. Detail 20/AD-20.3 is not available. Provide correct cross-reference. PC3: Sorry for the typo. Please revise detail 24/AD-20.3, not 20/AD-20.3. If a door is provided between garage and stair B1, a minimum 1 ½-hour fire protection rating door in the garage exterior wall and door landing on both sides. Revise design on all levels. E.g. refer to sheet A on grid line B by the stair B1. Door #B121 does not comply.(705.3 exception 2). Recommend to remove all doors between the garage and stairway. For building A, remove all doors between stair A2 and garage on all levels. For Building B remove doors between stair B1 and garage. PC3: This comment apply to door #A322 (level 3 of building A and similar location above), #A415, #A517, #B313 (level 3 of building B and similar location above) and B#413. Show required door landing with dimensions, 36” wide detectable warnings around the landing and show required vehicular way to justify the door landing not encroach into the vehicular way. Door landing of #B413 shall not be in the vehicular way. Identify the location of the building envelope and required R-value insulation on the building cross-sections. Please be consistent with the energy design. PC3:Revise insulation evaluation table to match energy calculations to R13 include interior wall, R19 floor/ceiling and additional R13 continuous roof insulation Sheet A2-30 and A2-31 (Building A). For example, see sheet EN.1 page 5. Sheet A2-70 (Building B). For example, see sheet EN.2 page 5. Identify ceiling clear height on each level on both buildings, measured from finish surface to the bottom of the slab. The 98” minimum vertical clearance is required for accessible vehicular way and accessible parking spaces. PC3: Identify continuous 98” minimum clearanceto connect from lower level to upper floor accessible parking on building A floor plan (A2-12) and building B floor plan (A2-52). EXIT Show total occupant load on each level on plan. (E.g. sheet A0-45). PC3:Please clarify and revise occupant load table to match number of occupants on the space shown on the egress plan. Please also include occupants from commercial kitchen and mailroom. See redmarks on plan. Provide interior stairway design in building A connecting fitness and yoga room complying with CBC. PC3: Sheet A5-54 and A5-55. Walls shall be non-combustible for type I construction. Revise wall legend to clarify. Sheet A5-54. Show dimensions that provide 12” minimum handrail extension in the direction of ramp run, located at the hallway outside the conference room. (6.5% slope ramp) Sheet AD-71.1. Detail 13 and detail 14. Those details appear for dwelling unit which do not apply to fitness stairway. Revise stairway design per CBC Chapter 10 and 11A. Stair riser heights shall be 7 inches maximum and 4 inches minimum. The riser height shall be measured vertically between the nosings of adjacent treads. Rectangular tread depths shall be 11 inches minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's nosing. (1011.5.2) Stairway shall be non-combustible material. Revise wood thread to be non-combustible. (602.2) Revise notes in stairway detail 13 an 14 to comply with non-residential stairway requirements. Sheet A5-54 and A5-55. Provide enlarged and dimensioned restroom floor plans for leasing, yoga, fitness and co-working restrooms with signages, door, accessible routes, clear floor space, and plumbing fixture design called out. Incorporate interior elevation shown on A-601 and A-602 into the plan. Refer to club restroom on sheet A5-60A as example. EXIT SIGNS In addition to the notes, show each tactile exit sign where providedon each exit plan. Tactile exit signs shall be required at the following locations: (e.g. see redmarks on sheet A0-45) - 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.” PC3: Sheet A0-31 and Sheet A-045. Refer to redline on plan. Please identify tactile exit sign on all egress plans “with words”. Add missing exit signs. ACCESSIBILITY Provide complete site accessibility design, plans and details. (CBC 11A and 11B) PC3: Sheet A1-24 and A1-25. Show following design on those plans. See redmarks: 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-403.3 The clear width for sidewalks and walks shall be 48 inches minimum. §11B-403.5.1 exception 3. Show required width of the open clearance and maneuvering clearance of the accessible pedestrian gates. Show dimensions on plan for the landings on each side of the accessible pedestrian gates. Coordinate with building plan legend and plans to show required 8 feet 2 vertical clearance location on plan on each level of each garage building. All entrances, exits and vehicular passageways to and from required accessible parking spaces within parking facilities, shall have a minimum vertical clearance of 8 feet 2 inches from the floor to the lowest projection of the ceiling. Reflective warning signs complying with Section 1143A for character height shall be installed at transitions from the 8 feet 2 inch ceiling to lower ceiling heights in vehicular passageways in the same parking level. (1109A.8.1) PC3: Clarify the hatched area for accessible vehicular way and keynote #10 location on the following: Sheet A2-12. 2nd level of building A. Sheet A2-52. 2nd level of building B. Revise detectable warnings to be at the boundary between the pedestrian areas and the vehicular areas on both building A and building B. The continuous detectable warning shall be 36 inches wide minimum and shall not encroach to any required door landings (48” or 60” depending on door swing) ,access aisles or vehicular ways. Revise plan and show dimensions. (Chapter 11B, Section 11B-705, 1116A.5) PC3: Please correct a few locations. Refer to redmarks on garage plans on both buildings. Refer to sheet A2-11 through A2-15 and A2-51 through A2-54. All common and public area such as retail, restaurant, leasing office, fitness room, clubroom, pool, decks, and community restrooms shall be fully accessible. Design is incomplete. Provide fully and detailed accessible design on plan. PC3: Sheet A2-11. Provide specification of all doors within leasing office. Doors shall be accessible. Sheet A6-02. Keynote # 2.1. Provide correct referenced detail 6/AD-04 for removable counter and forward approach accessible sink. (1127A) Sheet A6-01 and A6-02. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches maximum above the finish floor. Provide all restroom doors design and details. Doors shall be accessible. Sheet A5-56 is incomplete. Cross-reference design, keynotes, legends…into the empty floor plan. Further plan check is needed. Sheet A5-54, A5-55 and A5-56. Cross-reference the interior building cross-sections from sheet A5-57 to the applicable location on the floor plan (where the cross-section is cut). Sheet A5-60A and A5-60B. Keynotes. Provide missing detail in keynote #R2. Provide restroom signage detail in keynote #R10. A5-60A. Provide accessible bar counter dimensions and cross-sections. Cross-reference accessible counter and sink details. Detail 18/AD-02. Delete pictograms on restroom door-mounted signs. Sheet A5-60A. Revise women’s restroom entry door to provide minimum 24” maneuvering clearance on the pull side of the door. (1126A.3.2.1). Sheet A5-54, A5-60A. Provide accessible drinking fountain detail and reference to keynote G6. (1139A) Sheet A5-54, A5-60A. Provide Wing walls, clear floor space at the lower fountain with dimensions on the floor plan. Sheet A6-02. Detail 4. Incomplete. The community shower shall be accessible. Provide design to show fully compliance of CBC section 1127A.4 and 1127A.5.3. Community spaces. Provide partition design, assembly and connection details (E.g. Sheet A5-54, A5-55.) Community spaces. Provide door and glazing within the interior partitions. Doors shall be accessible and glazing shall comply with CBC chapter 24. (E.g. Sheet A5-54, A5-55.) Sheet A5-61 is incomplete. Cross-reference design, keynotes, and legends…into the empty floor plan. Further plan check is needed. Sheet A5-64 is incomplete. Cross-reference design, keynotes, and legends…into the empty floor plan. Further plan check is needed. Sheet A5-64. Provide enlarged and dimensioned restroom floor plans with signages, door, accessible routes, clear floor space, and plumbing fixture design called out. Incorporate interior elevation shown on A-602 into the plan. Refer to club restroom on sheet A5-60A as example. Provide interior ramp design and details for all interior accessible ramps. Enlarged plans with dimensions and details called out are needed. (E.g. sheet A2-51, A2-78…) (1122A) PC3: Sheet A5-54. Show dimensions that provide 12” minimum handrail extension in the direction of ramp run, located at the hallway outside the conference room. (6.5% slope ramp) Adaptable dwelling units Where the water closet is not placed adjacent to a sidewalk capable of accommodating a grab bar, the bathroom shall have provisions for installation of floor-mounted, foldaway or similar alternative grab bars. Provide reinforcement on plan in unit 0.3A and all other units (e.g. A5-03…) (1134A.7.2) PC3: All dwelling units. E.g. sheet A5-01, show keynote #3.9 on plan where fold down grab bar reinforcement is located. In addition, provide grab bar fold down reinforcement detail and cross reference into keynote #3.9 item B. GREEN Revise plan to show separate EV spaces calculation on each building. Revise table to show required and provided spaces on each building for (1) residence, (2) guest and (3) retail/ restaurant/ leasing office customers. (e.g. Sheet A1-20, building A, building B) PC3: Clarify Building A and building B parking layout: The EV charging station shall not be either installed or assigned on the required accessible parking spaces. Parking keynote #9 and ISA sign shall not be on any EVCS. Please revise parking layout and clarify EVCS, accessible EVCS and accessible parking space on plan. (CGBC 4.106.4.2.1.1, 11B-208.1) Building A. Based on 37 retail parking, provide 2 long-term bicycle parking spaces. Revise calculation on sheet A1-20 and show provided long-term spaces on the floor plan. Add keynotes on plan to indicate the location and detail. (CGBC 5.106.4.1.2) PC3: Sheet A1-20. The total number of provided bicycle parking in the notes on the site plan and in the calculation table does not match. Per plan, provide 12 long-term bicycle parking for the non-residence tenant occupants. Provide dimensions on the building floor plan on all accessible EV charging spaces and connected by an accessible route to the apartment building entrance. PC3: Building A, next to grid line #10. Dimension minimum 18-foot long each EV, car and van accessible parking space(s) and access aisle(s), measured from end to end of the marking. §11B-502.2, Figures 11B-502.2 and 11B-502.3. Sheet A1-20. Please provide short-term bicycle parking on site within the lot line. The provided on the public sidewalks do not count to the required number. (5.106.4.1.1) PC2: Building A Sheet A1-20. The total number of provided bicycle parking in the notes on the site plan and in the calculation table does not match. Total (4) spaces are required for visitor’s bicycle parking (not for resident). Per plan, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, with a minimum of one two-bike capacity rack. Provide weather protection design on the exterior entries of the retail and leasing office. If any encroach into public right-of-way, show additional compliance of CBC ch. 32. (5.407.2.2.1). PC3: Sheet A5-50, A5-52, A5-54 and AD-83. Provide cantilever dimensions of the metal canopy to comply with one of the following. Note that the canopy shall be covered: NEW CORRECTIONS PER REVISED PLANS Building A. Sheet A2-11. Provide enlarged plan to show design and dimensions for the steps, guardrails and accessible ramp design by the door #A114. Refer to sheet A0.15 for building A and sheet A0-24 for building B, door #A509, #A517 and #B409 and #B413. Doors could be on the apartment sidefire wall complying with CBC 706.1.1 for opening protection and all other egress and accessibility requirements. Space between two doors in a series shall be 48 inches minimum plus the width of a door swinging into the space. Refer to: (1010.1.8) Sheet A2-11 for door #A114 and #A115. Sheet A2-15 for door #B113 and #B130. Sheet AD-91. In detail 15, the report ER-1905 is outdated for the suspended ceiling system. Provide manufacturer and ICC number or approved third party evaluation report number on plan showing compliance with 2018 IBC or 2019 CBC. END OF COMMENTSSTRUCTURAL PLAN REVIEW COMMENTS: BY Gary Huang, PE.Phone number: 714-647-5862 Email: ghuang@santa-ana.org☒ Structural Review Comment: The drawings/information submitted for Building Safety Division review is incomplete. Further review is required Submit a review letter by the soil engineer indicate that all foundation/specifications have been implemented as per soil report Reference all applicable detail(s) on plan, typical to all sheets for both buildings Structural calculation (loading analysis) submitted is inconsistent with what is represent on drawing. Further review is required. Sheet S0-00 Update all design references to current code [COMMENT RESOLVE] Update Geotechnical report information [COMMENT NOT RESOLVE – Geotechnical information has not been update. Also please verify “site classification” for the garage design; should it be site class “D” per soil report?] Sheet S0-02 Identify tie down system manufacture and provide ICC ESR Report number [COMMENT NOT RESOLVE – List any deferred submittal item(s) on structural general note for further review] Sheet S0-03 Update all design references to current code [COMMENT RESOLVE] Sheet S2-11N Provide footing size to each individual one on plan [COMMENT RESOLVE] Provide combine footing design calculation & update footing table [COMMENT RESOLVE] Verify all details w/ arch’l drawings many do not match w/ arch’l, typical to all structural plan [COMMENT RESOLVE] Provide all necessary construction detail reference for review [COMMENT NOT RESOLVE] Provide structural calculation for foundation under wood shear wall able to resist uplift [COMMENT NOT RESOLVE – no calculation found. Please provide calculation] Sheet S2-11N-SSW: See comment on Sheet S2-12N Sheet S2-11S: See comments on S2-11N [COMMENT RESOLVE] Sheet S2-12N See comment on Sheet S2-16N, S2-15N-SSW, and S2-15N [COMMENT RESOLVE] Call out which column required 5” drop cap or 6” drop cap, typical to all [COMMENT RESOLVE] Provide all necessary construction detail reference for review [COMMENT RESOLVE] Provide seismic joint between grid K and grid L [COMMENT RESOLVE] Sheet S-12N-PT See comment on sheet S2-16N, S2-15N-SSN, and S2-15N [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Sheet S-12S Provide column CC4 information on detail 16/S4-02 [COMMENT RESOLVE] Sheet S2-12S-PT See comment on S2-13N-PT [COMMENT RESOLVE] Sheet S2-13N See comment on sheet S2-18S & S2-15N [COMMENT NOT RESOLVE – Indicate the extend of joist over corridors typical to all level] Verify all reference details. They are not applicable as it is currently provided. [COMMENT RESOLVE] Sheet S2-13N-PT For PT slab, indicate on plan Location of pour strip [COMMENT RESOLVE] Location of blockout [COMMENT RESOLVE] Typical slab reinforcing and added reinforcing [COMMENT RESOLVE] Location of shear friction dowels from slab to wall [COMMENT RESOLVE] See comment on Sheet S2-55N [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Sheet S2-13S Provide all necessary construction details [COMMENT NOT RESOLVE – Detail 1/S3-07 not found on resubmitted drawing Detail 2/S4-02 not applicable at planter, please provide appropriate detail] Swimming Pool Both gravity and seismic analysis/design shall consider water weight. Provide calculation for review [COMMENT NOT RESOLVE – pool lateral and gravity design not found on sheet CG-393 Page CL-72 shown pool design criteria using 12” thick, however drawing indicate 14” slab. Revise design criteria to match the drawing and provide gravity and seismic analysis for review] Provide reinforcing for the pool design [COMMENT RESOLVE] Indicate maximum design depth for the pool on plan [COMMENT RESOLVE] Sheet S2-13S-PT See comment on S2-13N-PT [COMMENT NOT RESOLVE – Any pour strip required on the south portion? Please show on plan where required] Sheet S2-13S-SSW See comment on S2-17S-SSW [COMMENT NOT RESOLVE – See comment on S2-17S-SSW] Provide all missing wall nailing information [COMMENT RESOLVE] Sheet S2-14N See comment on sheet S2-18S [COMMENT NOT RESOLVE – show the extend of floor joists at corridors] Provide plan legend reference for CC1 and CC2 [COMMENT RESOLVE] Verify all details reference [COMMENT NOT RESOLVE] Sheet S2-14N-PT See comment on S2-13N-PT [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Sheet S2-14N See comment on sheet S2-18S [COMMENT NOT RESOLVE – see comment on Sheet S2-17S, and additional comment on sheet S2-14S dated 9/19/2022] Sheet S2-14S-SSW See comment on sheet S2-17S-SSW [COMMENT NOT RESOLVE – see comment on Sheet S2-17S-SSW] Sheet S2-15N See comment on sheet S2-18N [COMMENT NOT RESOLVE – see additional comments on Sheet S2-15N dated 9/19/2022] Indicate building separation typical at grid line 8.9N and K, typical on all sheets [COMMENT RESOLVE] Verify all details reference [COMMENT RESOLVE] Provide all necessary construction details [COMMENT RESOLVE] Sheet S2-15N-SSW Provide calculation and identify LFRS along grid line 15N, 8.9N, 10N. [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Provide drag design/calculation and reference shear transfer detail on plan [COMMENT RESOLVE] Provide all necessary construction details Sheet S2-15S See comment on sheet S2-18S [COMMENT NOT RESOLVE – see comment on Sheet S2-17S, S2-18S and additional comments on Sheet S2-15S dated 9/19/2022] Sheet S2-15S-SSW See comment on sheet S2-17S-SSW [COMMENT NOT RESOLVE – see comment on sheet S2-17S-SSW] Sheet S2-16N See comment on sheet S2-18S [COMMENT NOT RESOLVE – see comment on sheet S2-17S] Provide drag design/calculation and reference shear transfer detail on plan [COMMENT NOT RESOLVE – no drag design/calculation nor shear transfer detail found on plan] Verify all details reference [COMMENT NOT RESOLVE – verify reference details 7/S5-05 and 1&16/S5-01, it seems those detail are not applicable] Identify on plan or legend what are this dotted line represent, typical on all sheets [COMMENT RESOLVE] Sheet S2-16S See comment on sheet S2-18S [COMMENT NOT RESOLVE – see comment on sheet S2-17S] Sheet S2-16S-SSN See comment on sheet S2-17S-SSN [COMMENT NOT RESOLVE – see comment on sheet S2-17S-SSN] Sheet S2-17S See comment on sheet S2-18S [COMMENT NOT RESOLVE – see comment on sheet S2-18S] Verify all details reference [COMMENT NOT RESOLVE – verify details 16/S5-01 and 13/S7-01 are applicable at the location indicated Provide all necessary construction details [COMMENT NOT RESOLVE – please provide all reference detail(s) marked on the drawing for review Sheet S2-17S-SSW Verify/identify LFRS along grid line 13S, 8.5S, N3, 5.5S, 2.1S [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Lateral design is not complete. Further review is required. [COMMENT NOT RESOLVE – see comment item “a”] Sheet S2-18S Callout all framing size/spacing to each area typical to all floor/building [COMMENT NOT RESOLVE – show the entire extend of the roof joist at corridor] Callout all header size on plan [COMMENT RESOLVE] Identify on plan or legend what are the dotted line represent [COMMENT RESOLVE] Provide roof top unit design/anchorage detail & calculation [COMMENT NOT RESOLVE – provide detail reference to mechanical unit anchorage on roof] Verify all details reference [COMMENT NOT RESOLVE – verify reference] Provide all necessary construction details [COMMENT RESOLVE] Sheet S2-51N Provide spread footing design for type F8.0 and F10.5, and provide missing reinforcing in footing schedule [COMMENT RESOLVE] Provide combine footing design calculation and update footing schedule [COMMENT NOT RESOLVE –missing formation for combine footing reinforcing at grid line B17/BE to BH and B7/BH.3 to BK] Verify all details reference [COMMENT RESOLVE] Provide all necessary construction details [COMMENT RESOLVE] Sheet S2-51N-SSW See comment on sheet S2-55N-SSW [COMMENT NOT RESOLVE - see comment dated 9/19/2022 on Sheet S2-55N-SSW] Sheet S2-51S Provide structural calculation for foundation under wood shear wall able to resist uplift [COMMENT NOT RESOLVE – 1. Reinforcing indicated on plan does not match with calculation result 2. Provide location of 24”W x24” DP footing on plan per calculation] Provide all necessary construction details [COMMENT RESOLVE] Sheet S2-51S-SSW See comment on sheet S2-55S-SSW [COMMENT NOT RESOLVE - see additional comment dated 9/19/2022 on Sheet S2-55S-SSW] Sheet S2-52N See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-55N] Sheet S2-52N-PT See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-55N] See comment on sheet S2-53N-PT [COMMENT RESOLVE] Sheet S2-52S See comment on sheet S2-55S [COMMENT NOT RESOLVE – see comment on Sheet S2-55S] Sheet S2-52S-SSW See comment on sheet S2-55S-SSW [COMMENT NOT RESOLVE –see comment on Sheet S2-55S-SSW] Sheet S2-53N See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-53N & Sheet S2-55N] Provide plan legend for the difference between CC1 & CC2 [COMMENT RESOLVE] Sheet S2-53N-PT See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-55N] For PT slab indicate on plan Location of pour strip [COMMENT RESOLVE] Location of blockout [COMMENT RESOLVE] Typical slab reinforcing and added reinforcing [COMMENT RESOLVE] Location of shear friction down from slab to wall [COMMENT RESOLVE]– Provide legend what are number 6 ¾ and 10 ¾ represent [COMMENT NOT RESOLVE –center of gravity of the tendon notes not found in the general note. Please provide] Sheet S2-53S See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-55S] Sheet S2-53S-SSW See comment on sheet S2-55S-SSW [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-55N-SSW] Sheet S2-54N See comment on sheet S2-55N [COMMENT NOT RESOLVE - see previous comment and additional comment dated 9/19/2022 on Sheet S2-54N & Sheet S2-55N] Sheet S2-54N-PT Provide PT design info on plan. Incomplete info for review. Further review is required [COMMENT NOT RESOLVE – no PT information shown on plan] See comment on sheet S2-55N [COMMENT NOT RESOLVE – see previous comment and additional comments dated 9/19/2022] Indicate minimum building separation required [COMMENT RESOLVE] Sheet S2-54S See comment on S2-55S [COMMENT NOT RESOLVE – see previous comment and additional comments On Sheet S2-54S and S2-55S dated 9/19/2022] Sheet S2-54S-SSW See comment on S2-55S-SSW [COMMENT NOT RESOLVE – see previous comment and additional comments dated 9/19/2022] Sheet S2-55N Callout all header size on plan, typical to all sheets [COMMENT RESOLVE] Callout framing size/spacing to each area. Typical to all floor/building [COMMENT RESOLVE] Provide structural reference plan [COMMENT NOT RESOLVE - Provide reference detail(s) at marked location on plan, typical] Sheet S2-55N-SSW Verify/identify LFRS location along grid line B7/B1 [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required at Grid line B1] Provide drag design/calculation & reference shear transfer detail on plan [COMMENT NOT RESOLVE – provide structural calculation for drag member design in combined loading] Provide all necessary construction detail [COMMENT RESOLVE] Sheet S2-55S Call out all header size on plan [COMMENT RESOLVE] Call out framing size/spacing to each area typical to all floor/building [COMMENT RESOLVE] Provide all necessary construction details [COMMENT RESOLVE] Provide stair framing/design & details Sheet S2-55S-SSW Verify/identify LFRS location along grid line B5, B13, B16, B23, B17 [COMMENT NOT RESOLVE – provide calculation to demonstrate that all requirement per section 4.2.5.2 of NDS SDPWS are met; otherwise, provide shear walls as required] Identify on plan or legend, what are this dotted line represent [COMMENT RESOLVE] Provide drag design/calculation & reference shear transfer detail on plan [COMMENT NOT RESOLVE – NO Calculation found in the latest submittal. Provide structural calculation for drag member design in combined loading] Lateral design is not complete. Further review is required [COMMENT NOT RESOLVE – see comment item “a”] Provide all necessary construction details [COMMENT RESOLVE] Sheet S2-56N Roof framing does not match arch’l provide framing of gable roof size/detail. Further review is required [COMMENT NOT RESOLVE – stair B1 overframing does not match architectural drawing] See sheet S2-56 for additional comments [COMMENT NOT RESOLVE – call out all roof framing size on plan to each area. DO NOT let contractor to measure from plan nor in the field] Provide all necessary construction details [COMMENT NOT RESOLVE – please provide all reference detail(s) marked on drawing for review] Sheet S2-56S Roof framing does not match arch’l provide framing of gable roof size/detail. Further review is required [COMMENT RESOLVE] Call out all header size on plan [COMMENT NOT RESOLVE – Header support does not indicated on floor below per note 6 per roof framing plan] Call out all framing size/spacing to each area. Typical to all floor/building [COMMENT RESOLVE] Provide all necessary construction details [COMMENT NOT RESOLVE – please provide all reference detail marked on drawing for review] ide roof top unit design detail and calculation [COMMENT RESOLVE] Architectural drawing shown hip roof at stair B3. Revise framing [COMMENT RESOLVE] Verify all details reference [COMMENT RESOLVE] Sheet S3-01 to Sheet S8-03 (general comment): Detail sheets were not thoroughly review. Further review is required. SEOR Please provide applicable detail reference on plan SEOR to verify/fix detail cross reference. Please delete detail(s) that are not applicable to this project. Sheet S3-02 Detail 1: provide maximum pit depth, and provide pit elevation as per indicated per detail [COMMENT RESOLVE] Detail 2: provide trench maximum depth [COMMENT RESOLVE] Detail 19: show how parking structural footing integrate with building footing [COMMENT RESOLVE] Sheet S4-02 Detail 10: duplicate detail. Delete from drawing [COMMENT NOT RESOLVE – Still shown duplicate detail; same as detail 5/S4-02] Detail 16: missing information for column mark CC2, CC3, CC4, and CC5 [COMMENT RESOLVE] Sheet S5-01 Detail 4: Indicate RIM joist on plan [COMMENT RESOLVE] Detail 9: Please verify if TIJ is used in this project. Delete if not use [COMMENT RESOLVE] Sheet S5-02 Provide detail for shear transfer where openings occur within shear wall. See elevation on sheet A2-61 between grid B17 and grid B18 [COMMENT RESOLVE] Detail 2: specify/reference schedule [COMMENT RESOLVE] Detail 7: Indicate plate nailing on plan [COMMENT RESOLVE] Detail 13: specify tie down system manufacture and ICC ESR report for the Tie Down System (TDS) [COMMENT NOT RESOLVE – List any deferred submittal item(s) on structural general note for further review] Sheet S6-01: drawing is not legible for review. Further review is required Sheet S7-01: Drawing is not legible for review. Further review is required Structural Calculation (further review is required): Page DC1: Clarify with architect which building is this roof assembly for, it will impact with gravity and seismic analysis [COMMENT RESOLVE] Page DC3: Clarify with architect which building is this roof assembly for, it will impact with gravity and seismic analysis [COMMENT RESOLVE] Page WL13: roof/floor loading is less than provided on loading criteria. Revise calculation and lateral analysis. [COMMENT RESOLVE]☒ Additional Structural Review Comment (9/19/2022): Sheet S2-12S Provide construction details for 3 columns at three locations (grid N3.5 at grid 6.2S, grid 7.0S, and grid 8.0S) Sheet S2-13S Provide calculation to justify that concrete slab (14” is adequate to resiste shear wall uplift Provide construction detail of how holdown/tie-down connect to concrete slab (reference detail on plan) Sheet S2-14S Provide steel column size at three locations (grid N3.5 at grid 6.2S, grid 7.0S, and grid 8.0S) Provide reference detail(s) at marked location on plan, typical Sheet S2-15N Provide construction detail how CMU wall connected to the concrete shear wall? Verify structural background, concrete shear wall(s) are mixing with CMU wall hatching Notes indicate 8” P-T concrete slab per plan notes; however, plan does not shown P-T note. Provide P-T notes for review Provide reinforcing on drawing. Slab area on sheet S2-15N is different on S2-13N, analysis would be different, cannot duplicate the reinforcing. Provide complete floor framing notes for review Sheet S2-15S Provide steel column size at three locations (grid N3.5 at grid 6.2S, grid 7.0S, and grid 8.0S) Sheet S2-51S Provide reference detail(s) at marked location on plan, typical Detail 5/S3-04: verify detail reference. It seems not applicable at this location Verify if footing required at following locations Grid BN/ Grid B16 Grid BM/ Grid B14 – Grid 16 Grid BL.5/ Grid 23 Grid BM.5/Grid 23 Sheet S2-52N Provide detail for how the drop cap reinforcing is layout where it is not symmetrical (at grid BF & grid B15) Sheet S2-53N Provide the extend of 9”W x24”D concrete beam on plan Provide reference detail(s) at marked location on plan, typical Sheet S2-54N Any drop cap at this level? Indicate on plan Sheet S2-54N-PT Provide construction detail for CMU wall to 16” concrete shear wall Sheet S2-54S Provide construction detail for CMU wall to concrete column Provide construction detail for CMU wall to 16” concrete shear wall Sheet S2-55N: Detail 14/S7-01: provide wood frame construction from the apartment side in addition to CMU wall shown Detail 6/S7-01: verify detail with architectural drawing, this a corridor with open front. Please provide corrected detail Floor framing note: provide complete framing notes for review. Update joist schedule, delete where not use. DO NOT let contractor to dictate the joist spacing Sheet S2-55S: Provide construction detail for HSS to wood stud detail at the elevator B1 and B2 Provide legend for the dotted pattern Detail 7/S5-01: verify detail, it is not applicable at this location Detail 6/S5-01: verify if detail shall be 4/S5-01. Floor framing note: provide complete framing notes for review. Joist span greater than 19’-0” per joist schedule. Revise framing size or schedule Update joist schedule, delete where not use. DO NOT let contractor to dictate the joist spacing Sheet S2-55S-SSW Bearing/shear wall line key: Provide reference detail for the shear wall schedule and bearing wall schedule Sheet S2-56N: Stair B1 overframing does not match architectural drawing. Provide reference detail(s) at marked location on plan, typical Detail 8/S5-05: wrong detail reference, not applicable per architectural drawing. Coordinate with Architect Indicate the extend of joist over corridors typical to all level Sheet S2-56S: Solar panel weight is not included in design analysis. Revise calculation. Update Joist schedule where required Provide lateral design analysis of CMU wall and indicate the wall reinforcing required Detail 20/S7-02: provide wall reinforcing per calculation Provide detail for channel to CMU wall anchorage design and analysis Indicate minimum building separation distance Provide missing framing over storage room Indicate the extend of joist over corridors typical to all level Detail 8/S5-05: wrong detail reference, not applicable per architectural drawing. Coordinate with Architect Provide drag member calculation for review , typical to all levels Stair B3 overframing does not match architectural drawing. Architectural drawing show sloped roof Provide drawing detail when it is perpendicular to joist Provide reference detail(s) at marked location on plan, typical Sheet S3-02 Detail 1: Provide pit slab reinforcing. Not found on plan Provide pit slab thickness. Not found on plan Sheet S4-02: Detail 1: provide correct reference Sheet S5-00: Detail 19: calculation shown using 3/8” lag screw @ 4”o.c. call out unit supporting 2x framing size Sheet S5-01 Detail 6: repeat information with detail 4. Delete if not used Sheet S5-02 Detail 15: specify missing references Sheet S5-05 Detail 9 and detail 10: verify overframing detail reference?? Should it be 11?? Detail 11: provide strap tie and the spacing required between the ridge beam for diaphragm continuity Sheet S6-01 Detail 2: detail 13/S902 not found Detail 16: provide reference on plan where is this detail being used Detail 17: Provide reference on plan where is this detail being used Verify detail 17/S402, it is not a correct reference Sheet S7-01 Detail 8: ledger size not found on plan. Provide ledge size on plan Detail 9: provide reference of this detail on plan Detail 12: provide reference of this detail on plan indicate where occur Detail 14: provide calculation justify rebar is adequate to take the slab weight without ledger support Detail 18: provide reference of this detail on plan indicate where occur Detail 19: ledger not found on plan. Provide ledger size Sheet S7-02: Detail 20: provide maximum height allowed for the CMU parapet Provide calculation for out-of-plan design analysis(End of Comment)