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Home My WebLink About241379_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: 10196375 PROJECT ADDRESS: 1301 E Hunter Ave PLAN CHECK ENGINEER: So, AnsonTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: N/A OCCUPANCY CLASSIFICATION(S): U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 5/9/2018 INITIAL REVIEW 6/28/2018 EXPIRATION 11/5/2018 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Danny Amaya 3. TEL: (562)619-5383 FAX: VALUATION: $7,500.00 EMAIL: damaya@shorebreakenergy.com FLOOD ZONE: X-0602320276JINSTRUCTIONS: Numbersinbracketsrefertocodesectionsof 2016CaliforniaBuilding Code[CBC],2016CaliforniaPlumbingCode[CPC],2016CaliforniaMechanicalCode[CMC],2016California ElectricalCode[CEC],2016CaliforniaEnergyCode(2016BuildingEnergyEfficiencyStandards[BEES]),and2016 CaliforniaGreenBuildingsStandardsCode[CalGreen] Correctoriginaldrawings.Reprintandsubmit3newsetstogetherwiththe“marked-up”set.Returnthiscorrections list with corrected plans. In the Item number column, ☒ in the checkbox represents correction requested. IntheRespondcolumn,pleaseindicatethesheetnumberanddetailornote numberontheplanwherethe corrections are made. Itemize anychanges,revisions,oradditions madeto drawingsthatarenotadirectanswertoa correctionona separate sheet. Additionalplancheckfeewill be requiredafterthirdreviewonhourlyrate basis. PART I: GENERAL REQUIREMENTS PERMIT APPLICATIONS Item # Sheet # Corrections Requested Respond ☐ Provide valuation on Building Permit Worksheet ☐ Valuation is too low. Submit a signed copy of the contract showing labor and materials for all work to be done. ☐ Provide complete information for applicant, owner, engineer, architect, and contractor. ☐ Obtain separate permit for the following items: Retaining walls or block fence walls, Grading work, Signs, Swimming pools, Fire sprinkler systems, Separate structure, Electrical, Mechanical, Plumbing work, Shoring, and Demolition. ☒ The permit application must be signed by the property owner, or licensed contractor, or authorized agent at the time the permit is to be issued: ☐ For owner-builder permits: Owner’s signature can be verified with owner’s driver license. Owner’s representatives must present owner’s approval with a notarized letter from the owner. ☒ For contractor building permits: Prior to the issuance of a building permit, the contractor shall have the following: ☐ Certificate of workers Compensation Insurance made out to the Contractors State License Board ☐ Notarized letter of authorization for agents ☐ Copy of Contractors State License or pocket ID ☐ Copy of City of Santa Ana business tax registration certificate or a newly paid receipt for one. CLEARANCES Item # Sheet # Corrections Requested Respond ☒ Obtain approvalfromthefollowingdepartments prior to building permit issuance: ☒ Planning Department (714-647-5804) ☐ Public Works Department (714-647-5039) ☐ Fire Department (714-647-5839) ☐ Police Department (714-647-5840) ☐ School District ☐ County of Orange Health Department (714-667-3600) ☐ Provide temporary shoring plans for excavations removing the lateral support of public way or an existing building. Excavations adjacent to a public way require Public Works approval prior to permit issuance. ☐ Where the depth of excavation is greater than the walls or foundation of an adjoining building, the owner shall provide the Department of Building and Safety with evidence that the adjacent property owner(s) have been given a 30-day written notice of such intent to make an excavation. This notice shall state the depth of such excavation and when it will commence. This notice shall be by certified mail, return receipt requested. ☐ Submitgradingplan forreview.Gradingapprovalisrequiredbeforebuilding permit will beissued. ☐ Provide Soilreportfor review. ADMINISTRATION Item # Sheet # Corrections Requested Respond ☐ Each sheet of the architectural and structural plans must bear the signatures, registration number and expiration date of an architect or engineer registered in the State of California. ☐ The address of the building and the name/address of the owner are required on all plans. The name and address of the consultants are required on their plans. ☐ Three sets of plans will be required during permit issuance. One of these set of plans will besubmitted to the Assessor Department. The plans must be: ☐ Quality blue or black line drawings with uniform and light background color ☐ Max. 36” x 48” size with minimum 1/8” lettering size ☐ Sticky back details must produce prints withoutcontrasting shades of background color ☐ Provide the following with each set of plans: ☐ Topography Survey Map ☐ Grading ☐ Floor Plans ☐ Two Elevations ☐ Construction Section ☐ Framing Plans ☐ Foundation Plans ☐ Structural Details ☒ 00 Provide fully dimensioned plot plan to scale. Showlegal description, building lines, easements, lot sizezone boundaries, highway dedication lines, street center line, alley, parking spaces and location of all buildings (Show type of construction, number of stories and the use for all buildings.) ☒ 00 Show the building area, occupancy group(s), use(s), type of construction, number of story(s), lot size, lot area and height on the first sheet or title sheet of plans. ☐ Show on site plans the natural and finish grade elevations around the perimeter of the building. Showelevations for all floors and top of roof. Survey Map must be signed by a licensed Surveyor or Civil Engineer. ☐ Remove all plans, details or notes that do not pertain to the project. PART II: BUILDING CODE FIRE-RESISTANCE RATED CONSTRUCTION Item # Sheet # Corrections Requested Respond ☐ Clearly identify the locations of the Fire Areas, Fire Walls, Fire Barriers and Fire Partitions on the plans. Provide complete legends and details (702) (202) ☐ Fire rated assemblies shall be per Table 721.1(1), generic assemblies of Gypsum Handbook, or ICC approval. ☒ 00 Show the fire separation distance: to interior lot line; to centerline of the street, and to an imaginary line between two buildings on the property. The distance shall be measured at right angles from the face of the wall. (702) (202) ☒ Provide complete analysis for protected and unprotected exterior wall openings per section 705 and Equation 7-2. Openings are not allowed when the fire separation distance is ≤ 3’. (705.8) ☐ Door openings in exterior walls must be protected with: ☐ hour fire assemblies ☐ 1hour fire assemblies ☐ Not Permitted ☐ Window openings in exterior walls must be protected with: ☐ hour fire assemblies ☐ 1hour fire assemblies ☐ Not Permitted ☒ 00 Provide Fire resistance assembly detail for exterior side of carport facing the East side. For occupancy group U with Fire Separation Distance less than 5 feet, one-hour fire rating is required. It is unclear the distance between the property line and the edge of the carport since the Fire Separation Distance is not shown on the site plan. ☐ Projections beyond the exterior wall must comply withTable 705.2 ☐ Provide details to show that Fire Wall complies withSection 706 including but not limited to: ☐ Fire Rating shall be ““-hour per Table 706.4. ☐ Fire walls must remain structurally stable in the event of collapse of construction on either side during a fire. Provide a detail to show that joist supported by the fire wall is spliced and not continuous (plywood membrane may be continuous), or provide double fire walls or provide justification for any other method used. (706.2) ☐ Shall be non-combustible material, except in Type V construction per 706.3 ☐ Shall have horizontal continuity per 706.5 ☐ Shall extend vertically from the foundation to a point 30 inches above the roof per 706.6 ☐ The area of each opening in Fire Walls is limited to 156 sf. Total width of the openings is limited to 25 percent of the wall length in the story under consideration. (706.8) ☐ All openings in fire walls shall be protected with fire assemblies having a fire-resistive rating of (1-1/2) (3) hours. (Table 716.5) ☐ Ducts and air transfer openings through Fire Walls should be avoided. If allowed, duct and air transfer opening penetrations shall be protected as required in Section 714 and 717. Dampers are required. (705.10) ☐ Exits must be provided independently for each area bounded by fire walls except for horizontal exits per section 1026. ☐ A complete “ “hour separation is required between Group “ “and Group “ “occupancies. Separation walls must provide fire barriers complying with Section 707. Horizontal assemblies shall comply with Section 711. Openings in the separation wall shall have “ “hour fire assemblies. (508.2.4, T 508.4, 707, 712) ☐ Fire barriers and horizontal assemblies separating single occupancies into different fire areas shall be “ “hour fire rated per Table 707.3.10 ☐ Areas of each opening in fire barrier are limited 156 sf.Total width is limited to 25 percent of the wall length in the story under consideration. (706.8) ☐ Elevator lobby is required at each floor where an elevator enclosure connects more than two stories, unless the building is sprinklered with 903.3.1.1. or 903.3.1.2 and it is not a high-rise. (3006.2) ☐ Provide ““hour rated Fire Partition at walls separating tenant spaces ““ and commonareas, corridors, and elevator lobbies. (708.1, 708.3) ☐ Fire barrier at vertical occupancy separations must have continuity and must extend through underfloor area, attic areas, and suspended ceiling areas (707.5) ☐ Opening protectives shall be per section Tables 716.5 and 716.6. Doors shall be ““hour fire rated and windows shall be “ “hour fire rated. (716) ☐ Openings through a floor/ ceiling assembly shall be protected by “One/ Two “hour shaft enclosure. The shaft enclosure shall be constructed of fire barriers and horizontal assemblies. (713) ☐ Section 712.1.9 permits two floors to be open to each other when all 7 conditions are met. If not, the atrium provision shall be utilized for open two story spaces. See additional corrections for atrium. ☐ Penetrations in walls requiring protected openings must be firestopped with an approved material in accordance with Section 714.3.1. Space between penetrating materials (described below) must be designed to prevent the movement of hot flame or gases ☐ Steel, Copper or ferrous pipes or conduits may penetrate concrete or masonry walls where the penetrating item is a maximum 6- inch diameter and the area of the opening through the wall does not exceed 144 square inches. (714.3.1) ☐ Membrane penetrations of maximum 2- hr. fire- resistance rated wall and partitions by steel electrical outlet boxes not exceeding 16 square inches are permitted provided openings do not exceed 100 square inches for any 100 square feet of wall area. Outlet boxes on opposite sides of walls or partitions must be separated by a horizontal distance of 24 inches. (714.3.2) ☐ Where walls are penetrated by other materials or where larger openings are required than permitted in (b) above, they must be qualified by tests conducted in accordance with Section 714.3.1.2 ☐ Smoke and fire dampers must be installed in the following locations per Sections 717.5: ☐ Duct penetrations of fire walls in accordance to section 717.1 ☐ Duct penetrations of fire barriers, except exit enclosures and exit passageways where they are not allowed to penetrate. (717.5.2) ☐ Ducts penetrating shafts. (717.5.3) ☐ Ducts penetrating fire partitions and fire-rated corridor walls. See exception for steel ducts with no openings into corridor (717.5.4) ☐ Ducts penetrating smoke barriers (717.5.5) ☐ Ducts penetrating horizontal assemblies (717.6) ☐ Show draft stop location on plans. Also, provide these notes on the plans: ☐ In buildings used for other than residential occupancies, draft stops must be installed in wood frame floor construction containing concealed space. Such draft stops must be installed so that the area of the concealed space does not exceed (1000) square feet (718.3.3). ☐ In buildings used for other than residential occupancies, draft stops must be installed in the attic (mansards) (overhangs) (false fronts set out from walls) (similar concealed spaces) formed by combustible construction. Such draft stops must be installed so that the area of the concealed space does not exceed (3000) square feet (718.4.3). ☐ Draft-stopping materials must not be less than2-inch gypsum board, 3/8-inch plywood, 3/8-inch Type 2-M particle board or other materials approved by the building department. Draft-stopping mustbe adequately supported. (718.3.1) ☐ Draft stops shall be provided within attics, mansards, overhangs and similar concealed spaces formed of combustible construction, unless the building is sprinklered with NFPA13 sprinkler system (3000 sf between draft stops) (718.4.3) ☐ Draft stop shall be provided within a concealed floor-ceiling assembly formed of combustible construction, unless the building is sprinklered with NFPA 13 sprinkler system (1000 sf between draft stops) (718.3.3) ☐ Horizontal occupancy separation must be supported with a structural system having equivalent fire-resistive protection. (704.1) ☐ In building over one-story in height, members supporting concrete or masonry require 1-hour fire resistive protection (704) ☐ Note on plans: Fire blocking must be provided in accordance with Section 718.2 at the following locations: ☐ In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. ☐ In concealed spaces of stud walls and partitions, including furred spaces, at 10-foot intervals along the length of the wall. ☐ At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. ☐ In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the wall under the stairs is unfinished. ☐ In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. ☐ This building is of Type “V-A / III-A” construction, provide/ show: ☐ Continuous drywall behind all tubs is required unless the walls are within the unit and non-bearing. Back to back tubs with a common plumbing wall are impractical in 1-hour buildings. ☐ All interior partitions shall be constructed of not less than 1-hour fire-resistive construction. ☐ Attic access openings in 1-hour ceiling can be 2 layers of 3/4" plywood or one layer of 1-5/8" T&G material, self-closing. ☐ All openings in floors are required to be enclosed by ashaft having wall, floor, and ceiling of ““hour fire resistive construction. (714) ☐ Recessed ceiling light fixtures must be boxed around with 5/8" Type “X” drywall to maintain the One-hour ceiling assembly. ☐ Continuous drywall is required behind all electrical service panels, fire hoses and medicine cabinets. ☐ Exhaust fans from the bathroom must enter through the wall. Dampers are required if the ceiling is penetrated.(717.5) ☐ Plumbing penetration through horizontal occupancy separations shall be boxed out and filled with approved safing material. Insulation is not approved. (714.4.1) ☐ Penetration of the 1 hour ceiling by ducts from the FAU and the stove hood require dampers (use a ductless hood whenever possible). Attic units (including heat pumps) require dampers at all ceiling penetrations. (717.6.1) ☐ Steel beams and columns shall be protected as required for 1-hour protection. Where ceiling forms the protective membrane for fire-resistive assemblies (occupancy separations and rated roof/ceiling or floor/ceiling assemblies), the construction (floor joists) and their supporting horizontal structural members (beams) need not be individually fire protected except where such members support directly applied loads from more than one floor or roof. The required fire resistance shall not be less than that required for individual protection of members.(704.3) ☐ All plumbing penetrations thru walls which require protected openings (Fire walls, Fire barriers, Fire partitions) are required to be galvanized or cast iron piping ☐ S2 Occupancy, type I construction garage requires “ “hour separation (minimum floor assembly for S2 occupancy) from “ “occupancy, butnot less than required per T508.4 Show details (509.4,508.3.3, T508.4). A rated self-closing door between the garage and ““ (406.3.4) ☐ Occupancy garage shall comply with the followings: ☐ Concrete or similar non-combustible and non-absorbent floor, or asphalt surface at ground level only 406.4.5 ☐ loped floor to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway (406.4.5) ☐ Floor system designed for uniform or concentrated loads per table 1607.1 ☐ Minimum headroom of 7ft - 406.4.1 ☐ Vehicle barriers not less than 2 feet 9 inches high placed at the end of drive lanes, and at the end of parking spaces where the difference in adjacent floor elevation is greater than 1 foot - 406.4.3 ☐ Vehicle barriers designed in accordance with section 1607.8.3 ADDITIONALCORRECTIONS: Item # Sheet # Corrections Requested Respond ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐ ☐