HomeMy WebLinkAbout245406_2_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:
10197571
PROJECT ADDRESS:
4902 W Bruce Ave
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/30/2018
INITIAL REVIEW
10/23/2018
EXPIRATION
2/26/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Leon Tran
3.
TEL:
(714)418-6604
FAX:
VALUATION: $31,635.00
EMAIL:
trandesign7@gmail.com
FLOOD ZONE: A-0602320143JINSTRUCTIONS:
Numbersinbracketsrefertocodesectionsof 2016CaliforniaResidentialCode[CRC],2016CaliforniaBuilding Code[CBC],2016CaliforniaPlumbingCode[CPC],2016CaliforniaMechanicalCode[CMC],2016California ElectricalCode[CEC],2016CaliforniaEnergyCode(2016BuildingEnergyEfficiencyStandards[BEES]),and2016 CaliforniaGreenBuildingsStandardsCode[CalGreen]
Correctoriginaldrawings.Reprintandsubmitthreenewsetstogetherwiththe“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.
ADMINISTRATION
Item #
Sheet #
Corrections Requested
Respond
☐
Provide the following information on Building Permit Worksheet:
☐
Project address
☐
Nature of work
☐
Floor areas on new construction, or addition, or alteration. (Floor areas must match architectural drawings)
☐
Valuation of proposed project
☐
Complete information for applicant, owner, engineer, architect, designer, and contractor.
☐
Obtain separate application for the following items:
☐
Retaining wall or CMU walls
☐
Grading work
☐
Swimming pool
☐
Separate building
☐
Detached patio
☐
Demolition
☐
Accessory Dwelling Unit (ADU)
☒
This review does not include mechanical, plumbing or electrical work. Separate applications, fees, and permits are required for mechanical, plumbing, and electrical work.
☒
Obtain all clearancesfromthe following departments listed below. It is necessary to apply immediately for the signoff as it can take months for some departments to review the project. Comply with all conditions given during approval prior to building permit issuance.
☒
PlanningDivision approval on the final set of drawings (714-647-5804). Applicant is responsible to ensure the final set of drawings are stamped by the Planning Division.
☒
Public WorksDepartment’s approval (714-647-5690) if project valuation exceeds $30,000, or has added plumbing fixtures, or added bedrooms, or exceeds 500 square foot.
☐
Grading Permit - Application is made through the Building Safety Division (714-647-5800) and theplan review is by the Public Works Agency (714-647-5690).
☐
Police Department approval on the final set of drawings. (647-5840).
☐
Fire Department approval on the final set of drawings (714-647-5839) for newly constructed one-and two-family dwellings with an automatic residential fire sprinkler system in accordance with NFPA 13D.
☐
School District Compliance Certificate; and a copy of the building permit application, signed by the plan reviewer, shall be required by the School District to verified the scope of work.
☒
The building permit must be signed by the property owner or licensed contractor or authorized agent at the time the building permit is issued:
☒
For owner-builder permits: Owner’s signature can be verified with owner’s driver license or other forms of valid ID. Owner’s representative must present owner’s approval with a copy of driver license or other forms of valid ID from the owner.
☒
For contractor building permits: Prior to the issuance of a building permit, the contractor shall have the following:
Letter of authorization for agents.
Certificate of workers Compensation Insurance made out to the Contractors State License Board.
Copy of Contractor’s State License or pocket ID.
Copy of City of Santa Ana business tax registration certificate or a newly paid receipt.
☒
Two sets of plans will be required during building permit issuance. Plans must be:
☒
Quality blue or black line drawings with uniform and light background color.
☒
Maximum 36” x 48” size with minimum 1/8” lettering size.
☒
Sticky back details must produce prints without contrasting shades of background color.
☒
For new buildings and additions, one additional copy of only architectural set is required for the County Tax Assessor. (California Revenue and Taxation Section 72).
☒
The final set of plans must be stamped by:
☒
Planning Division
☒
Building Division
☐
Orange County Fire Authority
☐
Police Department
☐
Provide the following with each set of plans:
☐
Site Plan
☐
Architectural Floor Plans
☐
Exterior Elevation Drawings
☐
Interior Cross-Section Drawings
☐
Roof Plan
☐
Foundation Plan
☐
Framing Plans
☐
Structural Details
☐
Energy Documentation
☐
Structural Calculations (Two copies)
☐
Soil Report (One copy)
☐
Provide a set of plans with minimum size of 18” x 24”. Most common architectural sheet size is 24”x36”.
☐
Rescale drawings to ensure legibility.
☐
Remove all plans, details, or notes that do not pertain to the project.
☐
New single family dwellings and duplexes shall have an automatic fire sprinkler system installed in accordance with CRC Section R313.3 or NFPA 13D. ContactOrange County Fire Authority (OCFA) for fire sprinkler permit requirements (714) 647-5839. (CRC R313)
☒
A1
This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation."
☒
Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a final certificate must be submitted at the time of final inspection.”
☐
Walls and concrete foundation stem walls of attached garages are required to comply with FEMA requirements and shall be at (or above) the base flood elevation.
☐
The National Flood Insurance Program (NFIP) requires the following to be wet flood proofed: __________________________________. Refer to FEMA Technical Bulletin 7-93 and the attached city handout on Flood proofing for general requirements and restrictions. Revise the drawings to show compliance.
☒
Specify finished floor elevation on plans (site plan, foundation plan, elevation drawings).
TITLE SHEET
Item #
Sheet #
Corrections Requested
Respond
☐
Showbuilding address.(CRCR105.3)
☐
Providea drawing index.
☐
Show name and address of the owner.
☐
Include name, address, and telephone number of consultants preparing the plans.
☐
List all deferred submittals on cover sheet, if any. (CRC R106.3.3)
☒
1
All persons preparing plans for others must sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
☒
1
An architect or a civil/structural engineer licensed by the State of California must stamp and sign all structural drawings and first page of structural calculations.
☒
1
Indicateon plan the applicablecurrentcodes:
☐
2016 California Residential Code (CRC)
☐
2016 California Building Code (CBC)
☐
2016 California Plumbing Code (CPC)
☐
2016 California Mechanical Code (CMC)
☐
2016 California Electrical Code (CEC)
☐
2016CaliforniaEnergyCode
☐
2016 California Green Building Standards Code (CalGreen)
☒
City of Santa Ana Municipal Code
☒
1
Provide building information:
☐
Complete project description with detailed scope of work:
☐
Building Area: existing and proposed
☐
Garage/ Carport Area: existing and proposed
☐
Patio Area: existing and proposed
☒
Number of Stories:
☒
Building Height:
☐
Type of Construction: V-B
☐
Occupancy Group: R-3/ U
☒
Fire Sprinkler: Yes, or No? If Yes, specify type of fire sprinkler
☒
Existing number of bedroom(s):
☒
Proposed number of bedroom(s):
☐
Everynewlyconstructedbuildingor structuremustshowcompliancewith 2016 CalGreen. Completeand printonplantherequiredmandatorymeasuresforms.See additionalplan checkcommentsfor 2016CalGreen.
☐
Newlyconstructedone-andtwo-familydwellingsand townhousesshallinstall anautomaticresidential firesprinklersysteminaccordancewith SectionR313 or NFPA13D.
SITEPLAN
Item #
Sheet #
Corrections Requested
Respond
☒
A1
Provide the following on site plan: (CRC R106.2)
☐
Show all property lines of record. Include property line dimensions and specify lot size.
☐
Show North arrow direction.
☐
Provide scale; Site plan shall be drawn to scale.
☐
Show location of street or alley.
☐
Show all buildings on the lot. Identify location of existing building and proposed building.
☒
Delineateall projectingelements (roof eaves, overhangs, balconies, cornices)
☐
Provide dimensional lines between the exterior walls and property lines.
☒
Provide dimensional lines between the projecting elements (roof eaves, overhangs, balconies, cornices) and property lines.
☐
Provide dimensional lines between buildings measured from the exterior walls.
☒
Indicateanyascendingor descendingslopes.
☒
Show site drainage pattern including slopes and directions.
☒
A1
Lots shall be graded to drain surface water away from foundation wall. Show compliance with the following options:
☒
Show thegrade falls a minimum of 6” within the first 10 feet (5% slope) of exterior walls.
☒
Show drains or swales to ensure drainage away from exterior walls.
☒
Show impervious surfaces within 10 feet of the building foundation with a minimum slope of 2% away from exterior walls.
☐
Provide the following on address number: (CRCR319.1)
☐
Show location of the address number on site plan. Address number shall be legible and placed in a position that is visible from the street or road fronting the property.
☐
Address number shall be Arabic numbers or alphabetical letters.
☐
Numbers shall not be spelled out.
☐
Each character shall be not less than 4 inches in height with a stroke width of not less than 0.5 inch.
☐
For buildings without fire sprinkler, see the following requirements for minimum fire resistance rating on exterior walls, projections, openings in walls, and penetrations: (Table R302.1(1))
☐
Exterior walls located < 5 feet from the property line shall be one-hour fire rated with exposure from both sides. Provide detail.
☐
Projections < 2 feet from the property line are not allowed. Revise design.
☐
Projections ≥ 2 feet to < 5 feet from the property line shall be one-hour fire rated on the underside of roof eave. Provide detail.
☐
Openings in exterior walls < 3 feet from the property lines are not allowed. Revise design.
☐
Openings in exterior walls ≥ 3 feet to < 5 feet from the property line shall have maximum openings equal to 25% of wall area. Revise design.
☐
Penetrations on exterior walls < 3 feet from property line shall be installed as tested in the approved fire-resistance-rated assembly. Provide approved listing number and specifications on plan.
☐
For buildings equipped with fire sprinkler, see the following requirements for minimum fire resistance rating on exterior walls, projections, openings in walls, and penetrations: (Table R302.1(2))
☐
Exterior walls located < 3 feet from the property line shall be one-hour fire rated with exposure from the outside. Provide detail.
☐
Projections < 2 feet from the property line are not allowed. Revise design.
☐
Projections ≥ 2 feet to < 3 feet from the property line shall be one-hour fire rated on the underside of roof eave. Provide detail.
☐
Openings in exterior walls < 3 feet from the property lines are not allowed. Revise design.
☐
Penetrations on exterior walls < 3 feet from property line shall be installed as tested in the approved fire-resistance-rated assembly. Provide approved listing number and specifications on plan.
ROOFPLAN
Item #
Sheet #
Corrections Requested
Respond
☐
Provide the following information on roof plan:
☐
Specify roofing materials, manufacturer and model number
☐
Specify roofslopeofallareas
☐
Show attic-ventilations location, size, and type
☐
Roof slope is inadequate. The minimum roof slope for asphalt shingle is two units vertical in 12 units horizontal (2:12).
☒
A3
Asphalt-shingle: Specify double-underlayment application where roof slopes ranges from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12).
☐
Roof slope is inadequate. The minimum roof slope for clay and concrete tile is two and one-half units vertical in 12-units horizontal (2 ½ :12).
☐
Clay and concrete tile: Specify double-underlayment application where roof slopes ranges from two and one-half units vertical in 12 units horizontal (2 ½ :12) up to four units vertical in 12 units horizontal (4:12).
☐
Provide calculations on attic-ventilation area. Theminimumrequirednet free ventilatingarearatio is [CRCR806.2]:
☐
1/150ofattic area, or
☐
1/300ofattic areaifatleast 40%and notmorethan50%oftherequired ventilatingareaisprovidedwithventilatorlocatedintheupperportionof the attic orrafterspace3feetmaximumbelowtheridgeorthehighestpoint.
☒
A3
Provide note: “Ventilation openings shall have a least dimension of inch minimum and ¼ inch maximum. Ventilation openings having a least dimension larger than ¼ inch shall be provided with corrosion-resistant wire cloth screening, hardware cloth or similar material with openings having a least dimension of 1/16 inch minimum and ¼ inch maximum.”
☐
Aminimumofone inchofspaceshallbeprovidedbetweentheinsulationand theroof sheathingandatthelocationofvents[CRCR806.3].At vaulted ceilingor flat roofs,detail ventilation forspacebetweenindividualroofjoists.
☐
Provide the following information on prefabricatedskylights:
☐
Specify manufacturer, model andICC/UL number. [CRCR308.6.9]
☐
All unitskylightsinstalledina roof with a pitch flatter than 3:12shall be mounted on a curb extending atleast four inches abovetheroof unless otherwise specifiedinthe manufacturer’sinstallation instructions. [CRCR308.6.8]
FLOOR PLAN
Item #
Sheet #
Corrections Requested
Respond
☐
Provide the following information on floor plan:
☐
Provide scale; floor plan shall be drawn to scale.
☐
Show dimensional lines on all new and remodeled areas.
☐
Show dimensional lines of each room.
☐
Label the use of each room.
☐
Provide wall legend to distinguish different wall type: new, existing, demolished.
☐
Provide window schedule. Specify window size and type. (casement, sliding, awning, fixed…etc.)
☐
Provide door schedule. Specify door size and material. (wood, core, glass…etc.).
☐
Show location of plumbing fixtures. (sinks, toilets, bathtubs)
☐
Show location of heating equipment. (F.A.U, wall heater)
☐
Show location of attic access.
☒
A3
Every bedroom must have a window or exterior door for an emergency escape. Escaped windows or exterior doors must meet all criteria listed below. An “x” in checkbox indicates compliance is not met. (CRC R310.2)
☒
Window sill height shall have bottom of the clear opening not greater than 44 inches measured from the floor. Provide dimensional line on elevation drawings to show compliance.
☐
Escaped windows shall have net area-opening equal to or greater than 5.0 square feet on the first story. Revise design.
☐
Escaped windows shall have net area-opening equal to or greater than 5.7 square feet on the second story. Revise design.
☐
Escaped windows shall have net clear-height opening equal to or greater than 24 inches. Revise design.
☐
Escaped window shall have net clear-width opening equal or greater than 20 inches. Revise design.
☐
Escaped windows or doors must open directly into a public way, or to a yard or court that opens to a public way. Use a dashed line connecting escaped openings and public way to demonstrate exit path is unobstructed due to wall, or fence, or other physical barriers.
☐
The minimum floor area for livingrooms, bedrooms, and dining roomsmust be atleast 70 squarefeet. (CRCR304.1)
☐
The minimum horizontal dimension for livingrooms, bedrooms, and dining roomsmust be atleast 7feet. (CRCR304.2)
☐
The minimum ceiling height for livingrooms, bedrooms, dining rooms, kitchens, and hallways must be at least 7 feet. (CRCR305.1)
☐
The minimum ceiling height for bathrooms, toilet room, and laundry rooms must be at least 6 feet 8 inches. (CRCR305.1)
☐
For roomswith sloped ceilings,therequired floorareaoftheroomshallhavea ceilingheightofnotlessthan 5ft. andnotlessthan50%oftherequired floor areashallhavea ceilingofnotlessthan7ft.[CRCR305.1exception1]
☐
Ashoweror tub equipped with ashowerheadshallhavea minimumof6’-8” ceilingheightabovea minimumareaof30”x30”attheshowerhead[CRC R305.1exceptions2].
☐
Windowareaofhabitableroomsmustbe atleast 8%oftheroomfloorarea fornaturallight,orprovideartificial light.[CRCR303.1]
Artificiallightmustbe capableproducinganaverageilluminationof6 footcandlesover areaoftheroomat heightof30 inchesabovefloor[CRC R303.1exceptions2].
☐
Openablewindowareaofhabitableroomsmustbe atleast 4%oftheroom floorareafornatural ventilation,or providea whole-housemechanical ventilationsysteminstalledinaccordance with CMC.[CRCR 303.1 exceptions1]
☐
Useofsunroomsand patio coversshallbepermitted fornaturalventilationifat least 40%ofsunroomwallsareopenorare enclosedonlybyinsectscreen,and the ceilingheightofsunroomis notlessthan 7’[CRCR303.1exceptions3, R303.8.1].
☐
At least ½ofthe common wall between mustbeopenand havean unobstructedopeningareaofnotlessthan 25 sqftor 10%ofthefloor areaoftheinterior room, whicheveris greater,iflight and ventilationisbeing supplied fromanadjacentroom[CRCR303.2].
☐
Each bathroomcontaininga bathtub, showeror a spashallbemechanically ventilatedwith a minimum50 cfmintermittentor 20 cfmcontinuousexhaust fan [CRCR303.3.1,CMCTable403.7].The fan mustbe controlledbya humiditycontrol.[CalGreen4.506.1item2]
☐
Water closetshallbesetno closerthan15” fromits centertoanyside wall or obstructionornocloserthan 30”centertocentertoanysimilar fixture and the clear spaceinfrontofa water closet,lavatory,or a bidetshallbe atleast 24”[CPC402.5].
☐
Showerfloorsand wallsabovebathtubswith installedshowerhead shallbe finishedwith a nonabsorbentsurfacetoa heightnotlessthan6ftabovethe floor.[CRCR307.2]
☐
Net areaofshowercompartmentsshallbenotlessthan1,024sq.in. offloor area, and encompass30 inchdiametercircle. [CPC408.6]
☐
Safetyglazing(temperedglazing)isrequired forthefollowing:
☐
Wherethe glazingis within 24" of either side ofthe door in the plane of thedoor ina closed position and wherethe bottom edge ofthe glazingisless than 60” abovethe floor. [CRC R308.4.2 item 1]
☐
Wherethe glazingis on a wall perpendicular to the plane ofthe doorina closed position and within 24” ofthe hingeside of an in-swinging door. [CRC R308.4.2item 2]
☐
Glazinglessthan 60" abovea shower or tub floor. [CRCR308.4.5]
☐
Glazing wherethe bottom edgeislessthan 36” abovethestairways, landings, and ramps. [CRCR308.4.6]
☐
Glazing adjacentto thestairway bottomlanding wherethe glazingisless than 36” abovethelanding and within 60” horizontal arclessthan 180 degrees fromthe bottomtread nosingshall besafety glazing. [CRC R308.4.7]
☐
Providedetailsand/ornotesfor1-hourfire-resistanceconstructionofwallsand floorseparatingdwellingunitsfornonsprinkleredbuildingor1/2-hourfire- resistanceconstructionforsprinkleredbuilding.[CRCR302.3]
☐
Windowfall protectionshallbeprovided wherethetopofthesillofan operable windowopeningislocated lessthan 24”abovethefinished floorand greater than72”abovethefinishedgradeorothersurfacebelowon the exteriorofthe building.Theoperable windowswith openingssuchthat a 4inchspherecannot pass,orprovidewindowfall preventiondeviceor windowopeningcontrol devicesthat complywith ASTMF2090.[CRCR312.2]
☐
Showlocationofhardwiredsmokealarms[CRCR314.3]:
☐
In eachsleepingroom
☐
Outside each separate sleeping area in the immediate vicinity of the bedrooms
☐
On eachstory,basement,andhabitableattics
☐
Minimum3ft.fromthedoororopeningofabathroomthatcontainsa bathtubor shower
☐
Noteonplan smokealarmsshall complywith specificlocation requirementsper NFPA72 Section 29.8.3.4.[CRCR314.3.3]
☐
Showlocationofhardwired carbonmonoxidealarms[CRCR315.3]:
☐
Outside of each separate sleeping area in the immediate vicinity of the bedrooms
☐
On everyoccupiablelevel ofa dwellingunit,includingbasements
☐
Whereafuel-burning applianceislocatedwithinabedroomoritsattached bathroom,a carbonmonoxidealarmshallbeinstalledwithinthebedroom
☒
Noteonplan smokealarmrequirements:
☒
An approvedsmoke alarmshall beinstalled for new construction and alteration,repair or additionsrequiring permit exceeding $1000. [CRC R314.2.2, R314.8.2.a.1]
☒
Battery operatedsmoke alarms permittedin existing buildings where no construction istaking place or in building undergoing alteration orrepair that do notresult in theremoval ofinterior walls or ceiling finishes, unless thereis an attic, crawlspace or basement which could provide access for wiring. [CRCR314.6 exceptions 1, 3]
☒
Smokealarmsshallbeinterconnectedsuchthat the activationofonealarm will activate allalarmsintheindividualdwellingunit.[CRCR314.4]
☒
Smokedetectorsshallbe “hard wired”and shallbeequippedwithbattery backup.[CRCR314.6]
☒
Noteonplan carbonmonoxidealarmrequirements:
☒
CO alarmsshall be “hard wired” and shall be equipped with battery backup. [CRC R315.5]
☒
CO alarmsshallbelisted inaccordance with UL2034[CRCR315.1.1].
☒
CO detectorshall belistedin accordance with UL 2075 [CRC R315.6.1].
☒
CO alarmsshall beinterconnected suchthatthe activation of one alarm will activate allalarmsintheindividualdwellingunit.[CRCR315.7]
☒
In existing dwellingunita CO alarmis permittedto be battery operated whererepair or alteration do not resultintheremoval of wall or ceiling finishes. [CRC R315.5 exceptions 4.2]
☐
Provide22”x 30”attic accessfor attic areasthat havea vertical heightof≥30” over anareaonnotlessthan30sqftlocated inhallwayor otherreadily accessiblelocation.[CRCR807.1]
☒
Provide22”x 30”minimumaccessopeningandpassagewayor atleast aslarge asthelargest componentoftheappliance wheremechanicalequipmentlocated inatticor under-floorspace.[CMC304.4]
☐
Providefullheightcrosssectioncrosssectionthroughshowing framing,interior/exteriorsheathing,plateheight,insulation,foundation,finish grade,etc.
☐
Showhowdwellingisprovidedwith heatingfacilitycapableof maintaininga minimumroomtemperatureof68°F ata point3ftabovethefloorand2ftfrom exteriorwallsofhabitablerooms.[CRCR303.9]
☐
Provide&detaildraft-stopsinconcealedspaceofafloor/ceilingassemblyso that the areaofthe concealedspacedoesnot exceed 1000ft2anddividethe concealedspaceintoapproximatelyequal areas.[CRCR302.12,R502.12]
MEANSOFEGRESS
Item #
Sheet #
Corrections Requested
Respond
☐
At least one egress door shall be provided for each dwelling unit. Show location of required egress door. [CRC R311.2]
☐
The means of egress shall not travel through a garage to the egress door. Revise design as necessary. [CRC R311.1]
☐
The required egress door shall open directly into a public way or to a yard or court that opens to a public way. Revise design as necessary. [CRC R311.1]
☐
Egress door shall comply with the following requirements: [CRCR311.2]
☐
Side-hinged door type. Specify door type on door schedule.
☐
2’-8” minimum clear width measured between the face of door and the stop, with the door opens 90 degrees. Specify egress door width on door schedule.
☐
6’-6” minimum clear height measured from top of threshold to bottom of stop. Specify egress door height on door schedule.
☐
Specify the type of latching/ locking hardware, or provide note: “Egress doors shall be readily openable from inside the dwelling unit without the use of a key or special knowledge or effort.”
☐
Landings at exterior doors shall comply with the following requirements: [CRC R311.3]
☐
Show a landing on the outsideofexteriordoors
☐
Provide dimensional lines at exterior landings
☐
The landing width shall not be less than the door served.
☐
The landing length measuredindirectionoftravel shallnot be lessthan36 inches.
☐
Provide note: “The slope at exterior landings shall not exceed ¼ unit vertical in 12 units horizontal (2 percent)”.
☐
Specify elevation difference between the exterior door and top of threshold.
☐
The landing on exterior side shall not be more than 7 ¾ inches below top of threshold provided the door does not swing over the landing.
☐
The landing on exterior side shall not be more than 1 ½ inches below top of threshold with the door swings over the landing.
☐
Exteriorbalconieslessthan60square feet accessible froma doorarepermittedto have a landinglessthan36” inthedirectionoftravel.[CRCR311.3exception]
☐
All exterior doors except the required egress door:
☐
A top landing is not required where a stairway of not more than two risers is located on the exterior side of the non-required egress door, provided that the door does not swing over the stairway. [CRC R311.3.2 Exception].
☐
Provide a top landing not more than 7 ¾” below the top of threshold for stairway of more than two risers at the exterior side of the non-required egress door, provided that the door does not swing over the stairway. [CRC R311.3.2 Exception].
☐
Provide a top landing not more than 1 ½” below the top of threshold for stairway of more than two risers at the exterior side of the non-required egress door, with the door swing over the stairway. [CRC R311.3.2 Exception].
☐
Forhabitablelevelsor basementslocated morethan onestoryaboveor more thanonestorybelowanegressdoor,themaximumtravel distancefromany occupiedpointtoa stairwayor rampthat provideegressfromsuchhabitable level or basementshall not exceed 50 ft.Provide a dimensional line from the most remote occupied point to a stairway or ramp. [CRCR311.4]
☒
A2
Specify width dimension in hallway. The minimumwidthofa hallwayshallbenotlessthan3feet.[CRCR311.6]
FOUNDATION PLAN
Item #
Sheet #
Corrections Requested
Respond
☒
2/SD1
Provide a continuous footing detail with the following information:
☐
Show footing width unless noted on foundation plan.
☐
Show footing depth unless noted on foundation plan.
☐
Show size of rebar at the bottom of the footing.
☒
Show minimum 3 inches clearance between the bottom of rebar and edge of concrete covering at the bottom of footing.
☐
Show minimum 8 inches clearance between bottom of sill plate and exposed earth.
☐
Specify sill plate to be pressure treated.
☒
Specify anchor bolt size, depth, and spacing.
☐
Specify plate-washer size and thickness at anchor bolts.
☐
Provide spread footing information on plan:
☐
Show spread footing location.
☐
Show width, length and depth of spread footings.
☐
Specify size of rebar in spread footing.
☐
Specify total number of rebar in spread footing.
☐
Show shear-wall location, type, and length on foundation plan.
☐
Provide a shear wall schedule with the following information:
☐
Show shear-wall identification symbol or number.
☐
Show sheathing thickness and material.
☐
Specify nail size
☐
Specify edge nailing spacing and field nailing spacing.
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Specify fastener type and spacing between sheathing and sill plate.
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Specify sill plate size, anchor bolt size and spacing.
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Specify type of connector and spacing between blocking and top plates.
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Specify allowable shear value matching structural design calculations.
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4/SD1
Provide a hold-down detail with the following information:
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Identify hold-down location on foundation plan.
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Specify the type of hold-down and model number
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Specify post size with corresponding hold-down model.
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Specify size of anchor bolt at hold-down.
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Specify anchor bolt minimum embedment length.
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Specify anchor bolt minimum edge distance
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Specify maximum allowable tension matching structural calculations.
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Provide note: All hold-down anchor bolts shall be securely fastened in place prior to pouring concrete.
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Provide information for slab-on-grade:
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Concrete thickness.
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Reinforcement size, spacing, and position.
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Thickness of moisture barrier.
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Thickness of sand on top and bottom of the moisture barrier.
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Provide information on Simpson Strong Wall (SSW) design:
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Show footing size under SSW.
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Reference specific detail number and sheet number. SSW offers built options in some of the standard details. Be specific on which detail to use.
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Cross out or eliminate details that are not used on SSW standard sheets.
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Provide the following details between steel-tube post and footing:
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Specify fillet weld size between steel tube and base plate.
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Specify base plate thickness and size.
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Specify anchor bolt edge-distance at base plate.
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Specify anchor bolt size and length.
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Specify thickness of non-shrink grout between the base-plate and footing.
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Provide the following information on post-installed anchor bolts and epoxy products:
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Specify size of retrofit bolts.
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Specify embedment of retrofit bolts.
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Specify edge distance of retrofit bolts.
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Specify the type of epoxy.
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Specify the ICC number of epoxy.
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Specify special inspection is required on the detail unless noted elsewhere on plans.
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Provide a connection detail between new footing and existing footing:
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Specify the dowel size and length
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Specify the dowel embedment length into existing footing
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Specify the type of epoxy in existing footing.
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Specify the research-report number on the type of epoxy.
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Provide a connection detail between new slab-on-grade and existing footing:
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Specify the dowel size, spacing, and length.
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Specify the dowel embedment length into existing footing
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Specify the type of epoxy in existing footing.
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Specify the research-report number on the type of epoxy.
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Noteon plan:
a) The minimumcompressivestrengthofconcretef’c=2,500psi.[CRC TableR402.2]
b) The minimumyield strengthofreinforcingsteel shallbe40,000psi(grade
40).[CRCR 403.1.3.5.1]
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Detail (and referencelocation on foundationplan)typicalfoundationsections
for:perimeterwalls,interiorbearing walls,depressedslabs, foundationcommon to dwellingandgarage,garageentrance,spread and/orpostpads.
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Thetop surfaceoffootingsshallbelevel. Providedetail forsteppedfootings
whenslopeofthebottomsurfaceoffootingexceedsoneinten.[CRCR403.1.5, R602.11.2,FigureR602.11.2]
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Showminimum18 inchclearancefromgradeto bottomoffloorjoistsand
minimum12 inchclearancetobottomofgirders.[CRCR317.1item1]
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Allwood framingmembersthat rest on concreteor masonryexterior foundation
wallsshallbe8”min. fromexposedground.[CRCR317.1item2]
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Specifythat foundationsillsshallbepressuretreated,or foundationgrade
redwood.[CRCR317.1item3]
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Theend of woodgirdersenteringexteriormasonryor concretewallsshallbe
providedwith a minimumof½"air spaceontops,sidesand endsorprovide pressuretreated lumber.[CRCR317.1item4]
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Woodsiding,sheathingand wall framinghavingclearance<6”fromthe
groundor<2”fromconcretesteps,porchslabs,patioslabsshallbepressure treated wood.[CRCR317.1item5]
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Woodcolumnsthat are exposed totheweatheror in basements,supportedby
concretepiersor metal pedestalsshallproject atleast 1” abovea concrete floor or 6” aboveexposedearth and theearth is coveredbyanimperviousmoisture
barrier.[CRCR317.1.4exception1]
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Columnsinenclosed crawlspacesor unexcavatedareaslocated withinthe
peripheryofthebuilding,supportedbya concretepier or metal pedestalshallbe greaterthan 8”fromexposedearth andthe earthis coveredbyanimpervious
moisturebarrier.[CRCR317.1.4exception2]
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Providea weep screed forstucco at or belowthefoundationplatelinea
minimumof4” abovethe earth or2” abovepaved areas.[CRCR703.7.2.1]
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Provideaccessopeningstoallunder-floorspaces,18”x24”min.access
openingthroughtheflooror16”x24”min.accessopeningthrougha perimeter wall [CRCR408.4].Throughwall accessopeningsshallnotbelocated undera
door[CRCR408.4].Nounder-floorcleanoutshallbelocated exceeding5’from
anaccessdoor,trap door,orcrawlholeplumbingclean-outs.[CPC707.9]
STRUCTURAL NOTES
Item #
Sheet #
Corrections Requested
Respond
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Provide a nailing schedule per California Building Code Table 2304.10.1 or California Residential Code Table R602.3(1).
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List the following design criteria on plan:
Vertical Loads:
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Roof dead load:
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Roof live load:
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Floor dead load:
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Floor live load:
Lateral Loads:
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Site Class:
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Response Modification Factor, R:
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Spectral Response Coefficient, SDS & SD1:
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Basic wind speed:
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Site Exposure
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Structural Wood:
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Specify the type of wood species and grade on all framing lumbers.
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Provide note: All sill plates resting on concrete or masonry, which is in contact with earth shall be pressure treated.
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Provide note: Moisture content of wood at time of placing shall not exceed 19 percent.
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Reinforced Concrete:
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Specify concrete minimum compressive strength shall be 2,500 psi at slab-on-grade, continuous footings, and spread footings.
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Provide note: Cement shall conform to ASTM C150, Type II.
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Reinforced Steel:
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Provide note: reinforced steel shall have protected concrete covering of minimum 3 inches at footing pads.
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Provide note: Bar reinforcement shall be ASTM A615, Grade 60.
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Foundation:
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Provide note: Concrete shall not be poured in foundation until excavation has been inspected.
Specify soil design pressures:
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Allowable bearing pressure:
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Lateral bearing pressure:
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Special Inspections:
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Provide note: Special inspection shall meet the requirements of CBC Section 1704.
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Specify special inspection is required where post-installed anchor bolts are referenced on plans.
ADDITIONALCORRECTIONS
Item #
Sheet #
Corrections Requested
Respond
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1
Revise flood zone to “A” under Information.
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Structural
Engineer shall stamp and sign all structural drawings.
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