HomeMy WebLinkAbout271837_1_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101105731
PROJECT ADDRESS:
2206 N Alona St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/26/2021
INITIAL REVIEW
2/7/2021
EXPIRATION
7/25/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Belmontes
3.
TEL:
(951)515-4926
FAX:
VALUATION: $60,000.00
EMAIL:
joe@jbcdesignbuild.com
FLOOD ZONE: X-0602320144J
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.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 see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
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.
-Public Works Agency approval (647-5039).
Sheet T-1.Revise plans to indicate that a landing, with a width not less than the width of door and length in the direction of travel of not less than 36 inches, will be provided on each side of doors. The elevation of landing shall not exceed 1 ½ inch difference than the threshold of the doorway (7 3/4 inch if door does not swing over the landing or steps) in each direction. Revise plans at door #3 and #4 to show compliance. (CRC R311.3.1)
Sheet T-1. Provide building information on plans:
- Occupancy type: R3 / U (Revise R1 to R3)
- Construction type: Type V – B
- Fire sprinklered: Yes / No
- Fire sprinkler type: (where applicable)
Sheet T-1.Specify on plan if the building is equipped with Automatic Fire-Sprinkler system on the cover sheet. Note: Fire sprinkler maybe required in the new addition if any addition to existing building that has fire sprinklers installed.
Sheet T-1. On title sheet, add 2019 California Green Building Standards Code (CALGreen) to the governing Codes.
Sheet T-1.On the cover sheet, complete the Sheet Index provided, and include all sheets and description of each sheet submitted and within this package. (e.g. CALGreen sheets if provided).
Sheet T-1. Indicate all deferred submittal items on the cover sheet. (e.g. roof truss design…)
Sheet A-1.Provide details to show one hour fire protection on the exterior wall and underside of the eave on the north side of the building where the new wall and eave located within 5 feet to the property line. Cross reference the details onto the applicable location on plan.
Sheet A-1. Cross-reference building sections to sheet A-3.
Sheet A-1.Show location of heating and cooling equipment on the plans.
Sheet A-1. Please note that the wall between existing closet and laundry room are required to be 2x6 studs with R-19 insulation per energy design.
Sheet A-1. Clarify in the window schedule if the window #C through #H are existing or to be altered by adding a note (N) for new and (E) for existing. Note that if those windows will be altered, update energy design as well to include those windows and verify the SHCG and U-factor in the window schedule.
Sheet A-2. Provide smoke detector/alarm in the vicinity area outside the new master bedroom.
Sheet A-3.Provide cross ventilation for attic and each enclosed rafter space as specified in CRC Section R806. The minimum net free ventilating area shall be 1/150 of the area of the vented spaces. Specify type and net vent free area of the attic ventilator on plan [2019 CRC R806.2].
Sheet A-3. Specify name of the product, manufacturer’s information and third party approval test report number (e.g. ICC, UL or IAPMO number) for roof composite shingle covering on plan.
See additional comments marked on plan.
ENERGY
Sheet T-24. Page 1. Revise front orientation (item 09) to 90 (east facing).
Sheet T-24.Page 3. Revise wall azimuth to show correct orientation. See redmarks on plan.
Sheet T-24. Clarify with the architect that if windows #C through #H are altered, update energy design to include those windows in fenestration area design.
See additional comments marked on plan.
CALGREEN
The mandatory provisions of 2019 CALgreen Chapter 4 shall be applied where the addition or alteration increases the building’s conditioned area, volume, or size. Show compliance on plan and provide 2019 CALGreen residential mandatory measures on plan.
Fill out “GRN-01_CalGreen Residential Checklist (2019)” form and incorporate it into the plan. In the form, clearly indicate in the form for each applicable item where the compliance can be found on the drawings.
STRUCTRUAL
Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.”
Provide two sets of complete truss calculations OR Identify on roof framing plan if shop drawings and truss calculations are considered as deferred submittals. Truss designs submitted must include all types and be designed for the loading conditions, span, slope, and spacing designated on the framing plan. Truss calculations must be signed, dated, and sealed using the most recently adopted code by an engineer who is registered in the state of California. For standards, a minimum submittal will include a truss layout plan showing proposed truss locations, type and loading requirements.
Indicate on the plans the design dead and live load for which the trusses are to be designed. The weight and location of all mechanical equipment shall be indicated on the roof framing plans. Drag loads of drag trusses shall be indicated on plans. Note on the plans "Trusses are a deferred submittal item. Truss plans and calculations shall be submitted to the engineer of record for review and to the building department for approval. The engineer of record shall indicate that the design has been reviewed before submitting to the building department. The truss design shall be approved by the building department before the trusses are installed."
The Engineer or Architect of Record in responsible charge of the structural design shall provide a statement on the truss calculation stating that he or she has reviewed and approved for loads, location, and suitability for intended use. Provide approval stamp with signature from the engineer or architect of record on the truss calculation.
Sheet S2.1. Provide design and detail for holdown and sill plate anchorage to the existing concrete footing. The details shown on grid line 1 and grid line B are for new footing.
Sheet S2.1. Provide footing design and detail to support the shear wall on grid line C.
Sheet S2.1. Provide design and specification of the floor diaphragm on plan.
Sheet S3.1. Please review all details. It appears a few information are not printed on plan.
Sheet S3.1. Detail 4. Provide 8” vertical clearance from the post base above exposed earth. (CBC 2304.2.2 Exception 3)
See additional comments marked on plan.