HomeMy WebLinkAboutSDP 14-03; CP Juniper Apartments; Site Development Plan (SDP) (2)Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:16:01 PMA-001Cover Sheet, Index13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 920081 Axonometric - from NE2 Axonometric - from NW3 Axonometric - from SE4 Axonometric - from SWARCHITECTURE / GRADING / LANDSCAPEA-001 Cover Sheet, IndexA-002 General Notes, Code RequirementsA-003 Site - Existing ConditionsA-004 Site - Architectural / Grading PlanA-005 Site Sections / ElevationsA-006 Site - Landscape PlanA-101 Ground Level PlanA-102 Deck Level PlanA-103 Upper Level PlanA-104 Upper Roof PlanA-201 Perimeter ElevationsA-202 Perimeter ElevationsA-203 Courtyard Section/ElevationsA-204 Courtyard Section/ElevationsA-301 Building SectionsA-302 Building SectionsA-303 Building SectionsA-304 Building SectionsA-601 Window/Door Schdl, Glazing DetailsOWNER/APPLICANTCP Juniper, LLCTyler Van Stright, Manager235 Pine Ave Apt QCarlsbad, CA 92008tyler@jlcarchitecture.com(760) 521-0866No. Description Date
2,163 sfCarport(S-2)436 sfPrivate Garage(U)2,287 sfDwelling Unit C(R-2)1 HR separation at wallbtwn (S-2) and (R-2)1/2 HR separation at wallbtwn (U) and (R-2)per 406.3.4extent of coverage ovhd2,287 sfDwelling Unit C(R-2)2,930 sfDwelling Unit C(R-2)1 HR separation at wallbtwn dwelling units,min 50 STC1/2 HR separation at floorbtwn (U) and (R-2)per 406.3.41 HR separation at floorbtwn dwelling units2,930 sfHabitable Deck(R-2)1 HR separation at floorbtwn (S-2) and R-2)90' exit route(longest condition)2,287 sfDwelling Unit C(R-2)2,930 sfDwelling Unit C(R-2)1 HR separation at wallbtwn dwelling units,min 50 STC1 HR separation at floorbtwn dwelling units,min 50 STC1 HR separation at floorbtwn (S-2) and R-2)90' exit route(longest condition)Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:16:03 PMA-002General Notes, CodeRequirements13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008GENERAL NOTES1.Receptacle outlet locations will comply with CEC Article 210.52 (A)2.Bathroom circuiting shall be either: a.) 20 amp circuit dedicated to each bathroom,or b.) At least one 20 amp circuit supplying only bathroom receptacle outlets3.Bedroom branch circuits will be arc fault circuit protected per CEC Article 210.12(B)4.GCFI protected outlets for locations described in NEC 210.8: kitchens, garages,bathrooms, crawl spaces, laundries, wet bar sinks, outdoors, within 6” of sink, etc.5.Per CEC Article 510.52 (C): in kitchens a receptacle outlet shall be installed ateach counter space 12" or wider; receptacles shall be installed so that no pointalong the wall line is more than 24"; peninsular countertops 12" by 24" long (orgreater) shall have at least one receptacle. (Counter spaces separated by rangetops, refrigerators or sinks shall be considered as separate counter top spaces.)6.Tamper resistant receptacles for all locations as described in CEC Article 210.52(i.e. all receptacles).7.Weather resistant type for receptacles installed in damp or wet locations (outside).8.Arc-fault protection for all outlets (not just receptacles) located in rooms describedin NEC 210.12 (B): family, living, bedrooms, dining, halls, etc.9.Bathroom circuiting shall be either a.) A 20 amp circuit dedicated to eachbathroom, or b.) At least one 20 amp circuit supplying only bathroom receptacleoutlets.ELECTRICAL1.Water conservation measure must meet a20% reduction rate according to the table4.303.2 (see table to right) per CGC,effective 7.01.2011.2.When a shower is provided with multipleshower heads, the sum of flow to all theheads shall not exceed the 20% reducedlimit, or the shower shall be designed sothat only one head is on at a time. CGC4.303.2.3.The control valves in bathtubs and showercombinations must be pressure balancedor have thermostatic mixing valves perCPC Section 414.5 and 418.04.All hot water piping from the heat source tothe kitchen fixtures must be insulated (2" orless pipe = 1" thick insulation; greater than2" pipe size = 1.5" insulation).5.State health and safety code Sec. 17921.1bans the use of chlorinated polyvinylchloride (CPVC) for interior water supplypiping.6.Permanent vacuum breakers shall beincluded with all new hose bibbs.7.All ABS and PVC piping and fittings shallbe enclosed within walls and floorscovered with "type X gypsum board" orsimilar assemblies that provide the samelevel of fire protection. Protection ofmembrane penetrations is not required.PLUMBINGStairs-width shall be a min of 36" clear, handrails shall not project more than 4.5" on either side of the stairway-minimum headroom on all parts of the stairway shall be 6'-8" measured vertically from a sloped lineadjoining tread nosing-max riser height = 7.75", minimum tread depth = 10"-required landings shall have a minimum dimension of 36" measured in the direction of travelHandrails-handrails shall be provided on at least one side of each continuous run of treads or flight with four ormore risers- handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finished surfaceof ramp slope, shall be min 34", max 38"-handrails for stairways shall be continuous for the full length of the flight, from a point directly above thetop riser of the flight to a point directly above the lowest riser of the flight-handrails shall provide code compliance with grip-size requirements (R311.7.7.3)-handgrips adjacent to wall shall have a min of 1.5" between wall and handrail, extensions shall bereturned or shall have round terminations or bendsGuards-shall have a height of 42", may be 34" along sides of stairs-opening between guardrails shall be less than 4". The triangular openings formed by the riser, tread andbottom element of a guardrail at a stair shall be less than 6"-shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction alongthe top rail per R301.5. See structural for detailing/calculations.STAIRS/HANDRAILS/GUARDRAILS1.Site shall be planned and developed to keep surface water away from buildings. Plans shall be providedand approved by the City Engineer that show site grading and provide for storm water retention anddrainage during construction. BMP’s that are currently enforced by the city engineer must be implementedprior to initial inspection by the building department. CGC 4.106.3.2.A min of 50% of construction waste is to be recycled. CGC 4.408.1.3.The builder is to provide an operation manual (containing information for maintaining appliances, etc.) forthe owner at the time of final inspection. CGC 4.410.1.4.During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered.CGC 4.504.1.5.VOC’s must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2.6.Bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat.CGC 4.506.1.7.If provided, whole house exhaust fans shall have insulated covers or louvers which close when the fan isoff. The covers or louvers shall have minimum R4.2 insulation. CGC 5.507.1.8.Heating and AC shall be sized and selected by ACCA Manual J or ASHRAE handbook or equivalent. Theduct sizing shall be sized in accordance with one of the ACCA methods listed in CGC Section 4.507.2.9.Prior to final approval of the building the licensed contractor, architect or engineer in responsible charge ofthe overall construction must complete and sign the Green Building Standards Certification form and givento the building department official to be filed with the approved plans.10.Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pelletstove shall comply with US. EPA Phase II emission limits where applicable. Woodstoves, pellet stovesand fireplaces shall also comply with applicable local ordinances. CGC 4.503.111.Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following: 1. Fansshall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioningas a component of a whole house ventilation system, fans must be controlled by a humidistat which shallbe readily accessible. Humidistat controls shall be capable of adjustment between a relative humidityrange of 50 to 80 percent." CGC 4.506.1GREEN BUILDING STANDARDS1.Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits.2.Paints, stains and other coatings shall be compliant with VOC limits.3.Aerosol paints and coatings shall be compliant with product weighted MIR limits for VOC and other toxiccompounds.4.Documentation shall be provided to verify that compliant VOC limit finish materials have been used. Aletter from the contractor and/or the building owner certifying what material has been used and itscompliance with the code must be submitted to the building inspector.5.Carpet and carpet systems shall be compliant with VOC limits. A letter from the contractor and/or thebuilding owner certifying what material has been used and its compliance with the code must besubmitted to the building inspector.6.50% of the floor area receiving resilient flooring shall comply with VOC-emission limits defined in theCollaborative for High Performance Schools (CHPS) Low-Emitting Materials List or be certified under theResilient Floor Covering Institute (RFCI) Floor Score Program.7.Particleboard, medium density fiberboard (MDF), and hardboard plywood used in interior finish systemsshall comply iwth low-formaldehyde emissions standards. A letter from the contractor and/or thebuilding owner certifying what material has been used and its compliance with the code must besubmitted to the building inspector.8.Building materials with visible signs of water damage shall not be installed. Wall and floor framing shallnot be enclosed when framing members exceed 19% moisture content.9.The moisture content of building materials used in wall and floor framing is checked before enclosure.Moisture content shall be verified by either a probe type or contact tpe moisture meter. A certificate ofcompliance indicating date of test, location and results issued by the framing subcontractor or generalcontractor must be submitted to the building inspector.CAL GREEN - GENERALMATERIAL NOTESMethod used for the selection of Heating and Air Conditioning equipment:Energy Pro software per ASHRAE based heating and cooling calculations.HVACFIRE NOTES1.New and existing buildings shall have approved address numbers, building numbers or approved buildingidentification placed in a position that is plainly legible and visible from the street or road fronting the property.These numbers shall contrast in color to background. Numbers shall be a minimum of 4” high with a minimumstroke width of ½ inch (per CFC Section 505.1).2.AUTOMATIC FIRE SPRINKLER SYSTEM - An Automatic Fire Sprinkler System shall be installed as perN.F.P.A. 13D, the most current edition shall be used and the Encinitas Fire Department policies. Detailedsprinkler plans shall be submitted to the Fire Prevention Bureau and approved prior to installation. Plans andinstallation must be by a C16 licensed sprinkler contractor. New garage will require fire sprinklers and newcabana will require fire sprinklers. Existing fire sprinkler heads in existing residence may need to berelocated or additional fire sprinkle heads may need to be added for proper coverage.3.A Hydro inspection of the fire sprinkler system is required prior to frame inspection. Only the new piping shallbe tested.DEFERRED SUBMITTALS•Truss Calculations. If trusses are part of the structural design the General Contractor to providedesign-build for all trusses unless otherwise noted.•Automatic Fire Sprinkler System. If fire sprinklers are required, General contractor to provide fulldesign-build services including but not limited to survey of existing conditions, design, constructiondocuments, permit, construction and testing. Sprinkler plans must be submitted for review prior to anygeneral building inspections.Fire Sprinkler Notes:The submittal of residential fire sprinkler plans required by California Residential Code Section R313 hasbeen deferred.To avoid delays in construction, plans for fire sprinkler plans shall be submitted not less than 30 calenderdays prior to installation or prior to requesting a foundation inspection when the submittal of fire sprinklerplan is deferred. A framing/rough inspection shall not be requested prior to approval of the fire sprinklerplans.Residential systems designed to the requirements of NFPA 13D or NFPA 13R shall include the following: a.Garage areas will be included in the area to be sprinklered. Protection of the heads will be required for allheads installed in garage areas. b. All bathrooms, regardless of square footage, shall be protected. c. Abackflow protection device shall be required. d. A fire alarm signal shall be provided by a water flow switchlocated on the sprinkler riser and the alarm bell shall be of sufficient intensity to be clearly audible in allbedrooms. e. Domestic water supply shut off shall be installed so that the residential sprinkler systemcannot be shut off, except at the meter. f. Residential dwellings constructed more than 150 feet from aroadway meeting public road standards shall be provided with a sprinkler system.1.All notes listed below are applicable unless otherwise noted within the construction documents orspecifications.2.All work to be done in accordance with local codes, laws, ordinances, CAL-OSHA, city, county, state, andnational standards and safety codes including but not limited to 2013 edition of the California Code ofRegulations (Title24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC,2011 NEC3.All Residential projects shall comply with the 2013 California Residential Code which adopts the followingmodel codes: 2012 IRC, 2012 UPC, 2012 UMC, 2011 NEC4.Changes to the approved drawings and specifications shall be made only by owner approved addenda orchange order.5.The contractor shall verify in the field all dimensions, elevations, flow lines and points of connection withadjacent properties; any discrepancies shall be called to the architect's attention before proceeding with thework.6.The contractor shall determine the location of utility services in the area prior to excavation. The contractorshall assume responsibility for the protection of existing utilities and pavement within the area of the workwhether indicated on the drawings or not, unless otherwise noted. All utilities to be underground per utilitycompany and local code requirements.7.Should any condition arise where the intent of the drawings is in doubt where there is a discrepancy orappears to be an error on the drawings between the drawings and the field conditions, the architect shallbe notified as soon as reasonably possible for procedure to be followed.8.Where details are not shown for any part of the work, the construction shall be similar to other similar work,or contact the architect for clarification.9.Workmanship throughout shall be of the best quality of the trade involved.10.Each subcontractor is considered a specialist in his respective field and shall, prior to the submission of bidor performance of work, notify the general contractor or owner of any work called out on the drawings inhis trade that cannot be fully guaranteed. The contractor and/or subcontractors shall be responsible for theappropriate "hook-up" to all utilities required to support the work.11.Permits, fees, taxes, licenses, and deposits shall be paid for and obtained by each sub-contractor and thegeneral contractor as they relate to their work.12.These drawings do not include necessary components for construction safety of all parties present on thejob site. This is the contractor's responsibility.13.The contractor shall protect adjacent properties and site work at all times.14.All dimensions are to face of studs, masonry or centerline unless noted otherwise. Do not scale drawings.Dimensions prevail.15.Do not make connection, brace, or suspend any construction or equipment from the roof deck or joistsunless indicated on the drawings.16.Any periodic visits to the job site by the architect are for provisions of the contract documents, and are inno way a guarantee or insurance that the finished project totally complies with the contract documents.17.The architect does not assume any of the responsibility for methods or appliances used by the contractor,nor safety of the job in compliance with the laws and regulations.18.All construction and demolition debris shall be removed from around the buildings, the driveways, sidewalksand landscaping at the end of each work day. The driveways and sidewalks shall be swept clean.19.The contractor shall limit the site storage of material, supplies or temporary structures to those areas asindicated on the drawings or as approved by the owner's representative.20.The contractor shall repair or replace any items damaged during demolition or construction indicated to bereused or to remain, at no cost to the owners.21.Building insulation shall be certified by the manufacturer to meet the California quality standards forinsulating materials.22.All new glazing will be installed w/ certifying label attached showing the "U" value.23.The contractor shall provide a separation or barrier between all dissimilar metals.24.All exterior metal, including but not limited to weld plates, flashing etc., shall be primed and painted per thespecification (copper shall be left unpainted, unless otherwise noted).25.Interior finishes shall conform to the requirements of Chapter 8, Uniform Building Code.Maximum 1 "Sone" rating for continuously running fansMaximum 3 "Sone" rating for fans w/ intermittent useVENTILATION1.Provide permanently wired smoke detectors (SD) with battery backup power in each sleepingroom and in a central location to protect sleeping areas. Also provide permanently wired insmoke detector with battery backup on each story and in basement.2.Where more than one smoke alarm is required to to be installed within a unit, the smokealarms shall be interconnected in such a manner that the activiation of one alarm will activateall of the alarms in the unit.3.Smoke alarms in existing areas need not be interconnected and hard wired where thealterations or repairs do not result in the removal of interior wall or ceiling finishes exposingthe structure, unless there is an attic, crawl space or basement available which could privideaccess for hard wiring and interconnected without the removal of interior finishes.SMOKE DETECTORS1.In dwelling units within which fuel-burning appliances are installed (and in dwelling units havingattached garages) provide permanently wired carbon monoxide detectors with battery backuppower outside each sleeping area in the immediate vicinity of the bedrooms. Also providepermanently wired in carbon monoxide detector with battery backup on each story and inbasement.2.Where more than one cabon monoxide alarm is required to to be installed within a unit, thealarms shall be interconnected in such a manner that the activiation of one alarm will activateall of the alarms in the unit.3.Carbon monoxide alarms in existing areas need not be interconnected and hard wired wherethe alterations or repairs do not result in the removal of interior wall or ceiling finishes exposingthe structure, unless there is an attic, crawl space or basement available which could privideaccess for hard wiring and interconnected without the removal of interior finishes.CARBON MONOXIDE DETECTORSCMSD1.Insulation at all roof locations to be minimum R-value per EN-1012.Roof covering must be Class A minimum. No wood shakes or shingles allowed.3.Attic ventilation openings shall be covered with corrosion resistant metal mesh with1/8" min to 1/4" max openings.4.New low-slope Roof - Mnf: John Mansvill, Product: APP Modified Bitumen HeatFused Systems (see specification below). Class A rated.5.New slope Roof - Mnf: Owens Corning, Product: Supreme Shingles (Class A rated)6.Deck Coating - Mnf: Westcoat, Product: ALX, see cut sheetROOF NOTES(Class A Roof Required)Manufacturer: Johns ManvilleProduct: APP Modified Bitumen Heat Fused SystemsDeck: C-15/32Base Sheet: Two Plies Type G2, "Permaply 28", "Glasbase" or "Dibiglass Base",Mechanically Fastened Or Hot Mopped.Membrane: "Appex 4.5m Fr", "Dibiten Poly 4.5 Fr", (Modified Bitumen), Heat Welded.UL Listing: R101671.All lighting must comply with all mandatory measures per EN-101.2.In kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately.3.In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy styleor controlled by a vacancy sensor.4.All other rooms require any installed fixtures to be high efficacy or be controlled by a vacancysensor or dimmer. (Closets under 70 SF are exempt.)5.Outdoor lighting fixtures that are attached to the building are required to be high efficacy or becontrolled by a combination photo-control/motion sensor.LIGHTING EFFICIENCY 3/32" = 1'-0"1 Code - 1 - Ground/Lower Level 3/32" = 1'-0"2 Code - 2 - Deck/Split Level 3/32" = 1'-0"3 Code - 3 - Upper LevelNo. Description Date
43'-0" 44'-0" 45'-0" 46'-0" 43'-0" 44'-0" 45'-0" 43'-0" 43'-0" 44'-0" 43'-0" 43'-0" 43'-0" 43 '-0 " 43'-0" 43'-0" (e) house to be demolished(e) shed to be demolished(e) garage and carport to be demolishedwood fence tobe removedrailroad signguard railpending retainingwall and fence(e) trees tobe removedpending sidewalkdirt drivewaywood fence to be removedwood fence to be removedextent of asphalt30'-0"(e) 6" waterwater valvetele pedistalbollardsewer manhole12' +/-10' +/-7' +/-(e) 6" sewer(e) 1" H.P. gasfire hydrant (30' +/-)(e) 10" sewer(e) 8" water(e) water meter(e) electrical mater and panel(e) gas meter(e) sewer lateral tobe abandoned(e) gas lateral tobe abandonedNote: improvements at 369Juniper shown as pendingpendingdriveway(e) olive tree to remain34° 33' 07"115.00'SE55° 26' 53"76.50'SWextent of railroadright of wayN 34° 33' 07" W115.00'N 55° 26' 53" E76.50'Juniper Avenue (CL)(e) oak tree to remain(21" diameter as shown),trim canopy as required12" diaChinese Elm18" dia Chinese Elm15" diaChinese Elm19" diaChinese Elm22" diaChinese ElmNProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:04 PMA-003Site - ExistingConditions13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/8" = 1'-0"1 Site - Existing ConditionsNo. Description Date
UPDNUPUPUP 43'-0" 43'-0" 43'-0" 43'-0" 44'-0" 45'-0" 46'-0" 44'-0" 4 3 '-0 " 44'-0" 44'-0" 52'-0"vanaccessiblestandardstandardside setback81'-7 1/2" x 0.10 = 8'-2"1" clr59'-0"1'-0"1" clrside setback81'-7 1/2" x 0.10 = 8'-2"(n) sidewalkstandard(covered)standard(covered)2 0 ' fro n t s e tb a ck
20'-0" clr20'-0" clrstandard(covered)(n) 5' tall masonrytrash/recycling/yardwaste enclosure(2 containers per type)403 SFC-Garage1f i r e : 150' hos e p u l l
39'-11" (FF)44'-4 1/2"rear setback81'-7 1/2" x 0.20 = 16'-4"87612345(e) 6' masonry wall to remain(n) masonry wall and fencealong east PL, see elevation(arc length at front setback)81'-7 1/2"standard(covered)standard(covered)3'-4"3'-6"44'-0" (FF)46'-3"46'-3"44'-0"min 1%min 1%20'-0"24'-0" (24' min drive aisle)8'-6" 8'-6"20'-0"8'-0"9'-0"8'-6"8'-6 1/2" 8'-6 3/4" 8'-6 1/2"20'-0"18'-0"4.7%20'-0" wide driveway44'-0"42'-11"43'-10"43'-10"43'-11"(e) wall steps to 11' tall(e) 6' wood fence to remain13'-4"3'-1"2A-0052A-00545'-9"45'-3"44'-9"top of deck = max 30" abovegrade (no railing required)2%76'-6"43'-5"min 1%TC 43'-8"TC 44'-2"TC 44'-1"TC 44'-7"TC 45'-0"45'-0 1/2"47'-0"42'-0"43'-9"43'-7"43'-0"43'-1"43'-1"43'-1"44'-7"TC 43'-6"DRAINAGE(n) sidewalkfuture sidewalk (not a part)(e) crowncul de sac dimensions percity standard GS-3pending sidewalkextent of asphaltDRAINAGEDRAINAGEDRAINAGEJuniper Avenue (CL)(e) railroad sign(e) guard railNote: improvements at 369Juniper shown as pendingpending retainingwall and fence onadjacent propertypending driveway(e) oak tree to remain(21" diameter as shown),trim canopy as required30'-0"(e) 6" water(e) water valve(e) tele pedistal(e) bollard(e) sewer manholeFL. EL36.00' per improvement planproject No. 8-19, drawing No. 117-212' +/-10' +/-7' +/-(e) 6" VC sewer (slope = 2.63% per improvementplan project No. 8-19, drawing No. 117-2)(e) 1" H.P. gas(e) fire hydrant (30' +/-)(e) 10" VC sewer main(slope = 0.28%)(e) 8" water(e) 5/8" water meter, upgrade as required(n) gas lateral43'-0"43'-3"2.2%43'-2"44'-3"44'-3"34° 33' 07"99.84'NW55° 26' 53"76.50'SW73° 11' 46"14.33'NE55° 26' 53"4.53'NER=L=61.51'52.00'accessible P.O.T.accessible P.O.T.accessible living spaceand bath at Unit C30'-0" (60' ROW)line ofdeck ovhdline of bldg ovhddownspout (typ)downspout (typ)railroad right of wayvehicular site lines,see landscape planline of deck ovhd1" clr from setback at face offinish (typ at all bldg walls)extent of (e) asphaltstreet pavement andbase, sidewalk anddriveway apron per citystandardrear setback81'-7 1/2" x 0.20 = 16'-4"1" clr22'-9 1/4"6'-9 1/2"26'-11 3/4"26'-10 3/4"(n) sewer lateral(see site section)standard9(5' min)5'-0 1/2"A-00531A-0051A-005fencedetailflow directionwide hatch = proposed publicstreet dedication ROW(e) electrical service connection from(e) transformer (part of scope ofwork for project at 369 Juniper)pad@39'-3"pad@43'-3"pad@43'-4"I.E. approx 33.0'see site sectionraised planter44'-8"43'-8"43'-0"surface flow atadjacent propertyraised planter(e) 44.0(e) 43.0 (e) 43.0(e) 45.0(e) 43.0mailbox(e) 44.0
44'-9 1/2"43'-11" (FF)pad@43'-4"44'-0" (FF)2%3%2.5%0.7%1%1%1%2%2.1%44'-2"0.6%TC 44'-0"(e) 43.0HP 44'-7 1/2"HP 44'-3"0.8%8 .0 %
8 .5 %1.8%2.1%1.5%1.5%min 1%min 2%2%2%12" min gap btwn (n) and (e)masonry walls to allow drainageoff property, infill w wood fence,allow drainage at base2.5%drainage off property at woodfence, provide sufficient gapalong entire base2%43'-10"2%min 2%43'-0"removed AC bermand barricadeper MS 13-05saw cut linetight hatch = (n) streetpavement and base,1.5" cold mill and ACoverlay north of saw cutmin 1%min 2%43'-5"43'-4"43'-7"8% sloped curb atface of garageaccessible P.O.T.swale line0.6%swale at bottom of slope,direct surface flow tolandscape areaflowflow34° 33' 07"115.00'SE6' tall wood fence and gate(must meet POT requirements)1" clr7'-2 1/4"10'-7 3/4"3'-0 3/4"1'-10 1/2"36'-6 1/4"1'-8"13'-2"6' tall wood fence and gate0.8%2'-0" overhang into landscape area2'-0 3/4" overhang into landscape area1%43'-8 1/2"43'-5"43'-8"1.6%extend sidewalk topending improvements44'-3"extent of (e) asphaltNProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:11 PMA-004Site - Architectural /Grading Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008NOTE: All buildingdimensions shown on thisplan are measured to theexterior wall surface. 1/8" = 1'-0"1 Site - Architectural / Grading PlanPROJECT DATAProject NameCP JuniperPermit ApplicationsCoastal Development PermitSite Development PermitStreet Address385 Juniper Avenue, Carlsbad, CA 92008Assessor's Parcel No.204-240-35-00Legal DescriptionThe Northeasterly half of the Northwesterly half of Lot 4 in block 'R' of PalisadesNo. 2, according to the map thereof No. 1803 filed in the office of the countyrecorder of said San Diego County, August 25, 1924.Site/Building SummaryExisting Lot8,798 SF (.20 acres)Required Dedication 1,228SFPost-Dedication Lot7,570SFLot Coverage3,776 SF / 7,570 SF = 49.9%Building Size5,652 SF (see table)Landscape % 2,488 SF / 7,570 SF = 32.9%Zoning SummaryZoning DesignationR-3General Plan DesignationRHOverlay ZonesBeach Area, Coastal ZoneExisting Land UseResidential - Single FamilyProposed Land UseResidential - ApartmentsDensity SummaryLand Use Density Range15-23 du/acreGMCP Density19GMCP Density Calculation0.20 acres x 19 du/acre = 3.8 unitsProposed Density Calculation0.20 acres x 20 du/acre = 4.0 unitsProposed Number of Units4Project proposes the withdrawal of 0.2 units from the "excess dwelling unitbank" in accordance with the requirement of City Council Policy No. 43.Parking Summary2.0 spots per 2 bedroom unit2.0 spaces x 3 units =6.01.5 spots per 1 bedroom unit1.5 spaces x 1 units =1.50.3 spots per unit for visitors0.3 spaces x 4 units =1.2Total spaces =8.7-9 total spaces required / 9 provided-1 van accessible parking space required / 1 providedBuilding Height SummaryMax # of Stories3Proposed # of Stories3Max Structure Height24' (<3:12 roof slope)30' (>3:12 roof slope)Proposed Building Height20'-3" (<3:12 roof slope)29'-11 1/4" (>3:12 roof slope)Building Setback SummaryFront Setback Required (Provided) 20' (20'-1")Side Setback Required (Provided) 81.62' (.10) = 8'-2"(8'-3")Side Setback Required (Provided) x2 side = 16'-4" (16'-5")Utilities/Public Services SummaryWater DistrictCarlsbad Municipal Water DistrictProposed Water Demand250 gal / day / unitSewer DistrictCity of CarlsbadProposed Sewer Demand1 EDU / unitMaster Drainage BasinBSchool DistrictCarlsbad Unified School DistrictNoise StudyNoise study "CP Juniper Residential Development Interior Noise Report" hasbeen completed by LDN Consulting, Inc. and included with submittal.Recommendations from report will be followed in order to comply with interiornoise level limits per the City of Carlsbad. Exterior noise level limits are notapplicable to this project.Earthworks SummaryRemedial grading per recommendation of Geotechnical Report prepared by CWLaMonte.Proposed Disturbance90%Remedial50 CY (in-place at pavement areas)Proposed Cut140 CY (incl. excavation for lower level)Proposed Fill10 CYNet Export130 CY (10% shrinkage factor) = 117 CYStormwater Calculationsproposed roof3,776sfproposed hardscape1,827sfproposed street2,538sfTotalProposed8,141sftotal existing(3,945)Net New Proposed4,196sf(<5000 sf)See stormwater checklist and attached exhibits for additional documentationon area calculations.Traffic Volume Calculations6 ADT x 4 units = 24 ADTOWNERCP Juniper, LLCTyler Van Stright, Manager235 Pine Ave Apt QCarlsbad, CA 92008tyler@jlcarchitecture.com(760) 521-0866ARCHITECTJLC Architecturecontact: Tyler Van Stright250 N Cedros AvenueSolana Beach, CA 92075tyler@jlcarchitecture.com(858) 436-7777 x2#SURVEYSampo Engineeringcontact: Vince Sampo1034 Second StreetEncinitas, CA 92024vince@sampoengineering.com(760) 436-0660GEOTECHNICAL ENGINEERC.W. LaMonte Company, Inc.contact: Jerry Redolfi4350 Palm Avenue #25La Mesa, Ca, 91941redof@flash.net(619) 997-9861DIRECTORYVICINITY MAPPROJECT SITEGROSS BUILDING AREAArea Name Area CommentsUnit A 419 SF 2- deck levelUnit A 283 SF 3 - upper levelUnit A 702 SFUnit B 556 SF 2 - deck levelUnit B 465 SF 3 - upper levelUnit B 1021 SFUnit C 436 SF 1 - ground level (garage)Unit C 920 SF 2 - deck levelUnit C 366 SF 3 - upper levelUnit C 523 SF 0 - lower levelUnit C 287 SF 1 - ground level (guest suite)Unit C 193 SF 2 - deck level (office)Unit C 2724 SFUnit D 665 SF 2 - deck levelUnit D 540 SF 3 - upper levelUnit D 1205 SFGrand total 5652 SFACOUSTICAL ENGINEERLDN Consultingcontact: Jeremy Louden446 Crestcourt LaneFallbrook, CA 92028jlouden@ldnconsulting.net(760) 473-1253STRUCTURAL ENGINEERLovelace Engineeringcontact: Brent Katsuyama5930 Corner Stone CourtSuite 100San Diego, CA 92121MIsrael@lovelaceeng.com(858) 535-9111 x301ENERGY / T-24Gallant Energy Consultingcontact: Mark Gallant508 W Mission Ave Ste 201Escondido, CA 92025mark@title-24.com(760) 743-5408Type of ConstructionV-B (sprinklered)Occupancy Dwelling UnitsR-2GarageUCarportsS-2Maximum Stories3 (2 + 1 bonus story per 504.2)Maximum SFR-27,000 SF per storyU5,500 SFOccupancy LoadUnits A/B/D2,930 sf x (200) = 15Unit C2,287 sf x (200) = 11(Unit C calculated separately due to separate exit provided, see plans this page)Exits Required1 per Table 1021.2(1)4 units, <125' max travel distance (see plans)Fire Separation1 hourbetween (S-2) and (R-2)1 hourbetween dwelling units1/2 hourbetween private garage (U) and (R-2)Sound TransmissionMin 50 STC betweend dwelling unitsBUILDING CODE SUMMARYNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"pre-dedication property lineJuniper Avenue30'-0"(e) masonry wall onadjacent property1A-005Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"(e) carport atadjacent property(e) masonry wall onadjacent propertysandblasted 8x16 masonry units, stackbond configuration as shown w/ 2" cap(typical for all freestanding site walls)rought sawn cedarfence w/ black stain42" max heightwithin front setback32'-5"47'-5"9'-4"2'-0 1/2"5'-4"2'-0"5'-4"2'-0"5'-4"72" max height1A-005Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"2A-00532'-11 1/2"(e) 10" VC sewer, slope = 0.28% per "Plans for Carlsbad SanitaryDistrict Grand Avenue, et all", DWG118-9, sheet 14 of 28See also improvement plan project No. 8-19, drawing No. 117-2(n) 6" sewer lateral2.0%39'-11"railroad right of wayProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:16:20 PMA-005Site Sections /Elevations13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/8" = 1'-0"2 Site Section 2 1/8" = 1'-0"3 Site Elevation - East Fence Detail 1/8" = 1'-0"1 Site Section 1No. Description Date
DNUPUPUPA(n) masonry wall / fencealong east PL, see elevationmailbox1 concrete, natural gray, broom finish2 pea gravel3 open wood/composite deckingAKK111123BKKKKKKLLPONEDRKONQZJHIBBW(train on fence)EW(train on fence)FW(train on fence)W(train on fence)JJ2HHHXC(along ground)GGFFVAACCFFY2(below trees)W(train on fence)W(at deck level planter)L(at deck level planter)HARDSCAPE LEGENDmaintain vehicular site lines per Cal Transstandards at driveway apron. 150' LOSextends to CL of eastbound lane. Landscapeto be maintained at 30" or less in height.(n) 5' tall masonrytrash/recycling/yardwaste enclosure(2 containers per type)Juniper Avenue (CL)1A(existing)MMMMJJDRF(below tree)EFQZJ22B(below tree)22W(train above top of fence at deck area toprovide screening between properties)2L(train on up wall)landscape area = 2,493 sf(potable water)hardscape area(material varies, see main plan)building footprintsize per plansize per planextents per planextents per planextents per planNProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:30 PMA-006Site - Landscape Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/8" = 1'-0"1 Site - Landscape PlanStatement of ExpertiseI am familiar with the requirements for landscape and irrigation plans containedin the city of Carlsbad’s landscape manual and water efficient landscaperegulations. I have prepared this plan in compliance with those regulations andthe landscape manual and agree to comply with all requirements whensubmitting construction documents. I certify that the plan implements thoseregulations to provide efficient use of water._______________________________________________Jean-Louis Coquereau, ArchitectWater Conservation StatementCarlsbad is a semi-arid “Mediterranean climate with an increasingly preciousand limited water supply. The landscape for this project is therefore designedto exist, in large part, without artificial irrigation once plants have beenestablished. Not surprisingly, California natives are well equipped to this task.Priority has been given to their use throughout the site. The notable exceptionsare areas for fruit trees and a private garden. Where irrigation is provided iswill be high efficiency as appropriate to the specific planting area. All plantshave been located with north, south east and west exposure in mind such thatthe plants are well suited to their specific locations, sun exposure and relativesoil moisture.Water Use CalculationTotal landscape area is less than 2,500 SF. See water use map below.WELO calculations are not required.Fire Protection PlanProject is located outside of high severity fire zone. Project will comply with allapplicable regulations resulting from project review.Maintenance ResponsibilityAll landscaping on site will be privately maintained by the owner. Maintenancewill be done in such a way as to provide a healthy growing environment for thevarious plants. Trash and other debris will be removed as required.Misc RequirementsLandscape construction drawings will be required to show and label all utilitiesand provide appropriate screening.The plan shall provide that only low volume or subsurface irrigation shall beused to irrigate any vegetation within twenty-four inches of an impermeablesurface unless the adjacent impermeable surfaces are designed andconstructed to cause water to drain entirely into a landscaped area. 1/16" = 1'-0"2 Water Use MapLANDSCAPE NOTES0'4'8'16'No. Description Date
UPUPUPUPUPUP1A-3011A-3011A-3031A-3031A-3021A-30239'-11"2A-3012A-301A-2021A-2012A-2011A-2022line of deck ovhdline of bldg ovhdline of bldg ovhdsee site plan forparking layout44'-4 1/2"403 SFC-Garage1100 SFC-Bdrm142100 SFC-Brdm243176 SFC-Playroom40252 SFC-Flex Room38A-2031bunk bedswardrobewardrobehooks / shelftowel barscurtain rodlinencloset2A-3032A-3031A-3041A-304wardrobeaccessiblethreshold rqrd44'-0"101104103102040301A-2041A-2032A-2042plumbing location at deck level ovhd (typ)2A-3022A-30281 SFC-Kid's Bath41(2' max)1'-11"(2' max)1'-11"(2' max)1'-5"2A-10143'-9"44'-3"58'-9 1/2"(36" min)3'-1"1'-10 1/2"3'-0 3/4"3'-7 3/4"6'-7"3'-0" clr10'-3"8'-8 1/2"4'-1"20'-6 3/4"15'-2 1/4"2'-1 1/2"4'-0"2'-7"EQEQmax 1.5" dropat thresholdline ofdeck ovhd4'-0"3'-0"3'-0"max 1.5" dropat threshold3'-4"3'-4"3'-0"3'-8"46'-3"44'-0"9'-4 3/4" clr10'-7" clr(30" min)2'-8" clr(24" min)2'-8" clr4'-8 1/2"2'-6"3'-11 1/4"4'-8"2'-6"Lightwells required for egress23'-0 1/2"20'-6 3/4"16'-2 1/4"40'-5 1/2"4'-8"3'-0 3/4"EQEQ6'-8 3/4"2'-7 3/4"3'-2 1/2"4'-4"6'-1 3/4"9'-0 1/4"9'-0"43'-11"3'-6 1/2"3'-3"10'-5 1/4"7'-2 1/4"4'-11 1/4"17'-7 1/2"30x42 clr30x42 clr6'-0 1/4"3'-1 1/4"10'-8 3/4"9'-4 1/2"align wdoor atdeck level7'-7 1/2"7'-6 3/4"wardrobe022A-3042A-304202205204206207203113114201SDCMsee stair/ handrail/guardrail notes on A-0025/8" type "x" gyp boardbtwn garage and dwelling1/2" gyp bd at undersideof stairs where accessibleSDCMSDSDsee stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-002R @6 1/2"17R @6 1/2"7R @7"8R @7 1/2"15EFEFEFGround Level FF44'-0"Lower Level FF39'-11"Split Level FF49'-0"(3' min clr)3'-0"(44" max for egress)34"6" min clrwaterproofing andfrench drain systemper specifications22.85' qualifies as "basement"23.21' qualifies as "basement"20.98' qualifies as "basement"1.88' does NOT qualify as "basement"7.50' qualifies as "basement"15.76' does NOT qualify as "basement"total perimeter92.08'"basement" perimeter74.53'74.53' / 92.08' = 80.94% (>75%)"Lower Level " qualifies as "basement" asdefined by City of Carlsbad for all heightlimit calculations Per 21.04.065. See bldgsections for additional documentation.NProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:32 PMA-101Ground Level Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Ground/Lower Level 1/2" = 1'-0"2 Lightwell DetailGROSS BUILDING AREAArea Name Area CommentsUnit A 419 SF 2- deck levelUnit A 283 SF 3 - upper levelUnit A 702 SFUnit B 556 SF 2 - deck levelUnit B 465 SF 3 - upper levelUnit B 1021 SFUnit C 436 SF 1 - ground level (garage)Unit C 920 SF 2 - deck levelUnit C 366 SF 3 - upper levelUnit C 523 SF 0 - lower levelUnit C 287 SF 1 - ground level (guest suite)Unit C 193 SF 2 - deck level (office)Unit C 2724 SFUnit D 665 SF 2 - deck levelUnit D 540 SF 3 - upper levelUnit D 1205 SFGrand total 5652 SF 1/8" = 1'-0"3"Basement" DiagramNo. Description Date
UPDNDNDNDNDNUPUPDNUPWasherDryer1A-3011A-3011A-3031A-3031A-3021A-30253'-4"53'-4"53'-4"2A-3012A-301A-2021A-2011A-20223'-1"5'-3"3'-1"46'-3"30 SFC-Laundry2146 SFC-Bdrm3/Office388 SFC-Entry4315 SFC-Kitchen5402 SFC-Living7A-2031storagebelow stairs2A-3032A-3031A-3041A-304storagebelowstairsstoragebelow stairs53'-1 1/2"1051061071091101110610110912130814151807A-2041A-2032A-2042face of wall ovhd19052A-3022A-302390 SFB-Great Room8348 SFA-Great Room9453 SFD-Great Room1019 SFC-Powder1120 SFB-Powder1222 SFD-Powder1320 SFA-Powder14(2' max)1'-11"(2' max)1'-5"(2' max)1'-11"1617skylightovhd12'-1"47'-0"1'-8"20'-9"26'-2 3/4"3'-11 1/4"4'-9 1/2"1'-7"2'-0"8'-9 1/2"6'-4"7'-6 1/2"4 1/4"2'-0"3'-5"8'-0"7'-8 1/4"7'-8 1/2"2'-3 3/4"19'-9 1/2"21'-2 1/2"18'-9 1/2"59'-9 1/2"5'-5 1/4"11'-0 1/4"2'-4"1'-4 3/4"8'-3"1'-4 3/4"15'-10 1/4"3'-11 1/4"5'-4"6'-0"WL(see planting legend)(see planting legend)10822'-0 1/2"4'-10"14'-1 1/2"2'-7"3'-1 3/4"26'-9 1/4"7'-0"15'-5 1/4"7'-1 1/2"56'-4"2'-6"9 3/4"3'-7 3/4"3'-4 1/4"3'-5 1/4"8'-10 3/4"line of roof ovhdline of roof ovhdline of roof ovhd2'-0"3'-11 1/4"9'-9 1/2"49'-0"58'-9 1/2"4'-0"3'-0"8'-10 3/4"2'-7"4'-0"17'-4 3/4"9'-10"4'-5 3/4"6'-4"4'-4 3/4"3'-1 1/4"3'-8"4'-6 1/4"4'-10"4'-10"2'-4 1/2"3'-1" clr3'-1" clr3'-6" clr3'-6" clr1'-10"4'-7"10'-5 1/4"4'-10"5'-11 1/2"7'-8"4'-10"2'-9 1/2"6'-1 1/2"3'-2 1/4"3'-5 3/4"3'-11 1/4"3'-1" clr3'-1" clr3'-0"3'-0"9'-9 3/4"6 1/2"(24" min)2'-0"55'-0"2A-3042A-304209210208216215211214212213SDCMSDSDCMSDCMSDCMsee stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-00249'-0"see stair/ handrail/guardrail notes on A-0026'-0 1/2"4'-2 3/4"8'-8 1/2"8'-7 3/4"9'-5 3/4"6'-0 1/2"9'-2 1/4"9'-9 1/4"7'-11"covered entry (typ)see stair/ handrail/guardrail notes on A-002R @6 1/2"17R @7 1/2"7R @7"8R @5 1/2"5R @5 3/4"5R @7 1/4"15R @7 1/2"15R @7 1/4"15R @7 1/4"15R @7 1/4"15EFEFEFEFEF1/4" / 12"NProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:34 PMA-102Deck Level Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Deck/Split LevelGROSS BUILDING AREAArea Name Area CommentsUnit A 419 SF 2- deck levelUnit A 283 SF 3 - upper levelUnit A 702 SFUnit B 556 SF 2 - deck levelUnit B 465 SF 3 - upper levelUnit B 1021 SFUnit C 436 SF 1 - ground level (garage)Unit C 920 SF 2 - deck levelUnit C 366 SF 3 - upper levelUnit C 523 SF 0 - lower levelUnit C 287 SF 1 - ground level (guest suite)Unit C 193 SF 2 - deck level (office)Unit C 2724 SFUnit D 665 SF 2 - deck levelUnit D 540 SF 3 - upper levelUnit D 1205 SFGrand total 5652 SFNo. Description Date
DNDNDNDN1A-3011A-3011A-3031A-3031A-3021A-30262'-6"62'-6"2A-3012A-301A-2021A-2012A-2011A-2022316 SFC-Master Suite447 7/8" / 12"storage overstairsstackedlaundrystackedlaundryA-2031open to below2A-3032A-3031A-3041A-304storage/closet +stacked laundry overstairs (floor at 2-3')storage/closetover stairs(floor at 2-3')62'-6"62'-6"1122122322524102628232730A-2032A-2042333420skylight ovhd63'-6" top of parapetface of wall belowenclosed deck(screening wallsapprox 5' tall)66'-10" top of parapet2A-3022A-302(2' max)1'-11"(2' max)1'-11"(2' max)1'-11"(2' max)1'-11"123 SFA-Bdrm1546 SFA-Bath16129 SFB-Bdrm117128 SFB-Bdrm21847 SFB-Bath19114 SFD-Bdrm32090 SFD-Bdrm221123 SFD-Bdrm12243 SFC-Bath12345 SFD-Bath224face of wall below2'-8 1/4"2'-0"5'-5 1/4"11'-0 1/4"2'-4"19'-9 1/2"21'-2 1/2"18'-9 1/2"10'-1 1/4"6'-10"6'-0"1'-7 3/4"52'-1 1/2"6'-2 1/2"26'-9 1/4"7'-0"18'-4 1/4"2'-9"10 1/2"2'-4 3/4"3'-10 3/4"4 3/4"2'-6"3'-5 1/4"8'-10 3/4"3'-1"11'-4 1/4"2'-6 3/4"skylightovhdskylight ovhd3'-3 1/2"5'-7 1/4"2'-10 3/4"3'-2 1/4"3'-4"3'-4 3/4"2'-0"59'-9 1/2"2'-0"19'-9 1/2"21'-2 1/2"18'-9 1/2"2'-10"6'-0"2'-1"6'-7 3/4"26'-9 1/4"7'-0"18'-4 1/4"8'-8"5'-9 1/4"2'-8 1/2"2'-6"1'-11 1/4"3'-4 3/4"2'-4 1/2"4'-10"9'-6"043'-7 1/4"4'-10"11'-5 1/2"7'-4"51'-9 1/2"10'-11 1/2"1'-8"5'-10 1/4"15'-4 1/4"28'-11"(24" min)2'-0"8'-2 3/4"7'-1 1/2"6'-9"7'-0 1/4"3'-2 1/2"3'-6 3/4"8'-4 1/2"7'-11 1/2"4'-0"2'-8 1/2"6'-4"7'-1"9 3/4"2'-0"4'-0"3'-5 1/4"face of gutter ovhdtrellis for climbing plantsface of wall belowHVAC equipmentfor all unitsdownspout (typ)line of roof ovhdface of gutter ovhd5'-10 1/4"11'-5"3'-11 1/4"3'-2 1/4"11'-4 3/4"2'-4 3/4"11'-11 1/4"2'-1"4'-10"4'-6 3/4"4'-10"2'-0 1/4"1'-4 3/4"8'-3"1'-4 3/4"59'-9 1/2"63'-9 1/2"2A-3042A-304217238229226225223222218219220232231230221235240227228224237236234233239SDCMSDCMSDCMSDCMSDSDSDSDSDSDSDsee stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-002see stair/ handrail/guardrail notes on A-0022931EFEFEFEFEF1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"string lightsomitted for clarityNProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:36 PMA-103Upper Level Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Upper LevelGROSS BUILDING AREAArea Name Area CommentsUnit A 419 SF 2- deck levelUnit A 283 SF 3 - upper levelUnit A 702 SFUnit B 556 SF 2 - deck levelUnit B 465 SF 3 - upper levelUnit B 1021 SFUnit C 436 SF 1 - ground level (garage)Unit C 920 SF 2 - deck levelUnit C 366 SF 3 - upper levelUnit C 523 SF 0 - lower levelUnit C 287 SF 1 - ground level (guest suite)Unit C 193 SF 2 - deck level (office)Unit C 2724 SFUnit D 665 SF 2 - deck levelUnit D 540 SF 3 - upper levelUnit D 1205 SFGrand total 5652 SFNo. Description Date
1A-3011A-3011A-3031A-3031A-3021A-3022A-3012A-301A-2021A-2012A-2011A-2022A-20313" / 12"3" / 12"2A-3032A-3031A-3041A-304A-2032A-20420302013" / 12"3" / 12"face of wall belowroof belowroof belowface of wall belowwall below73'-1"72'-11 1/2"2A-3022A-302(2' max)1'-2 3/4"(2' max)1'-2 3/4"(2' max)10"(2' max)1'-2"roof below11 3/4"6"9" (2' max)Roofing - Asphalt ShingleRoofing - Asphalt Shingle2A-3042A-304NProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:16:37 PMA-104Upper Roof Plan13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Upper Roof LevelGROSS BUILDING AREAArea Name Area CommentsUnit A 419 SF 2- deck levelUnit A 283 SF 3 - upper levelUnit A 702 SFUnit B 556 SF 2 - deck levelUnit B 465 SF 3 - upper levelUnit B 1021 SFUnit C 436 SF 1 - ground level (garage)Unit C 920 SF 2 - deck levelUnit C 366 SF 3 - upper levelUnit C 523 SF 0 - lower levelUnit C 287 SF 1 - ground level (guest suite)Unit C 193 SF 2 - deck level (office)Unit C 2724 SFUnit D 665 SF 2 - deck levelUnit D 540 SF 3 - upper levelUnit D 1205 SFGrand total 5652 SFNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3011A-3022A-301109282627141301121172'-11 1/2"43'-0 1/2" (below ridge line)29'-11"2'-0" intrusion per 21.46.12030" offset from (e) grade(max height within setbackbeyond 2'-0" intrusion)Stucco 02Stucco 01Stucco 02Stucco 01steel - painted 03Galvanized SteelRoofing - Asphalt ShingleStucco 01Galvanized SteelAluminum - Dark Bronze AnodizedMetal - Stainless SteelAluminum - Dark Bronze Anodized2A-302297 1/2" typ11" typGround Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3032A-3031A-3041041011101021113015(e) grade(e) grade = (n) grade(n) grade20'-6"outline of basementbelow grade30" offset from (e) grade(max height within setbackbeyond 2'-0" intrusion)3" 12"3" 12"23Stucco 01Stucco 02Stucco 01Stucco 02Stucco 01wood - painted 01Stucco 01Glass - Dual, Low-EAluminum - Dark Bronze Anodizedespalier tree(see landsape plan)espalier tree(see landsape plan)2A-3041602Stainless SteelProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:16:47 PMA-201Perimeter Elevations13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 East Elevation 1/4" = 1'-0"2 South ElevationNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3011A-3022A-3011934333218040301outline of basementbelow grade43'-7 1/4" (below ridge line)29'-5 3/4"73'-1"30" offset from (e) grade(max height within setbackbeyond 2'-0" intrusion)2'-0" intrusion per 21.46.120Stucco 02Roofing - Asphalt ShingleGalvanized SteelStucco 01Stucco 02Stucco 01wood - painted 01Stucco 01Aluminum - Dark Bronze Anodized2A-3022A-101Galvanized Steel(e) fence/wall onadjacent property311711" typ5 1/2" typ5 3/4" typStainless Steelfor climbing vines(see landsape plan)Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3032A-3031A-30410200543'-0 1/4" (at bldg face)29'-11 1/4"72'-11 1/2"(n) grade at bldg face43'-5 1/2" (at parking surface beyond)29'-7 1/2"73'-1"3" 12"3" 12"Galvanized SteelStucco 01Stucco 02wood - painted 01Blackened CedarMetal - Stainless Steelsteel - painted 0166'-10" top of parapet at end of deck(e) grade atbuilding faceStucco 02Aluminum - Dark Bronze AnodizedAluminum - Dark Bronze AnodizedGalvanized Steelwood - painted 01pending retaining wall andfence at neighboring propertytrash enclosurewood - painted 01Roofing - Asphalt Shingle2A-304CMU, 8x16 Stack Bondsteel - painted 03Galvanized SteelBlackened CedarProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:16:57 PMA-202Perimeter Elevations13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 West Elevation 1/4" = 1'-0"2 North ElevationmailboxNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3011A-3022A-3011121052221060302Stucco 01Roofing - Asphalt ShingleGalvanized SteelGalvanized SteelStucco 02steel - painted 01Aluminum - Dark Bronze AnodizedStucco 012A-3021/2" gyp bd at undersideof stairs where accessible177" typ10 1/2" typ7 1/2" typ10 1/2" typ6'-8" min clrcables for climbing plants(see planting plan)Stainless SteelGalvanized SteelC-Living7C-Playroom40Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3011A-3022A-30125240810710609Roofing - Asphalt ShingleGalvanized SteelStucco 02Stucco 01Galvanized Steelsteel - painted 01Stucco 01steel - painted 03HVAC equipment2A-302cables for climbing plants(see planting plan)Stainless SteelGalvanized SteelC-Garage1C-Kitchen5C-Entry4Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:05 PMA-203CourtyardSection/Elevations13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Courtyard - East Section/Elevation 1/4" = 1'-0"2 Courtyard - West Section/ElevationNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3032A-3031A-304Stucco 02steel - painted 01Galvanized SteelRoofing - Asphalt Shingle2A-3046 1/2" typ1'-0" typD-Bdrm122C-Bath123B-Bdrm117B-Great Room8Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3032A-3031A-30407103Stucco 01Stucco 01Stucco 01Stucco 02Stucco 02Stucco 022A-30410843'-4 1/4"B-Bdrm117C-Bath123B-Great Room8Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:13 PMA-204CourtyardSection/Elevations13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 Courtyard - South Section/Elevation 1/4" = 1'-0"2 Courtyard - North Section/ElevationNo. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"1A-3032A-3031A-30449'-1"43'-1"73'-1"63'-6"63'-6"(<50%)3'-10 1/4"(>50%)4'-1"(e) grade = (n) gradepending retaining wall andfence at neighboring propertyC-Living7C-Kitchen5C-Bdrm3/Office3C-Flex Room38C-Garage1C-Playroom40C-Brdm243(e) grade(e) grade2A-30410 1/2" typ6 1/2" typ6'-8" min clrGround Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3036'-8" min clr2A-3031A-304(e) grade(n) grade73'-1"72'-11 1/2"44'-0"29'-1"43'-1"29'-10 1/2"HVAC equipment49'-1"43'-1"pending retaining wall andfence at neighboring propertyC-Master Suite44C-Entry4C-Laundry2B-Great Room8C-Garage1C-Living7C-Bdrm142C-Kid's Bath41B-Bdrm218(<50%)3' - 10"(>50%)4' - 1"(<50%)3' - 11"(>50%)4' - 0"(e) grade2A-3047 1/4" typ11" typ8'-0"8'-2" min clrProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:14 PMA-301Building Sections13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 East-West Section 1 1/4" = 1'-0"2 East-West Section 2No. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3032A-3031A-304(e) grade(n) grade73'-1"72'-11 1/2"43'-7 1/4"29'-5 3/4"43'-2 1/2" (existing)29'-9"49'-1"43'-1"44'-1 1/4"48'-5"pending retaining wall andfence at neighboring propertyD-Bdrm221D-Great Room10A-Great Room9A-Powder146'-8" min clr2A-3047 1/4" typ10" typ9'-2"Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3032A-3031A-304(e) grade(n) grade73'-1"72'-11 1/2"43'-6"29'-7"43'-0 1/2"29'-11"49'-1"43'-1"pending retaining wall andfence at neighboring propertyD-Bdrm320D-Bath224D-Great Room10A-Great Room9A-Bdrm15A-Bath162A-3048'-0"Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:15 PMA-302Building Sections13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 East-West Section 3 1/4" = 1'-0"2 East-West Section 4No. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3011A-3022A-301(e) grade44'-0"19'-6"(e) fence onadjacent property(n) grade30" offset from (e) grade(max height within setbackbeyond 2'-0" intrusion)2A-30263'-6"C-Master Suite44D-Bdrm122D-Bdrm221D-Bdrm320D-Great Room10C-Living7C-Brdm243C-Bdrm142(>50%)4' - 1"(<50%)3' - 10"(<50%)3' - 10"(>50%)4' - 1"(e) grade44'-0"39'-11"Ground Level FF44'-0"Deck Level FF53'-4"Lower Level FF39'-11"Upper Level FF62'-6"Split Level FF49'-0"Upper Roof Plate70'-3"1A-3011A-3022A-301(e) grade(e) grade = (n) grade43'-10"19'-5"(n) grade2A-30263'-6"(<50%)3'-10"(>50%)4'-1"(e) masonry wall onadjacent propertyC-Master Suite44C-Living7C-Playroom40D-Great Room10D-Bath224C-Bath123D-Powder13(e) grade6'-8" min clr7 1/4" typ10 1/2" typProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:16 PMA-303Building Sections13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 North-South Section 1 1/4" = 1'-0"2 North-South Section 2No. Description Date
Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3011A-3022A-301(e) grade(e) grade = (n) grade43'-8 3/4"19'-9 1/4"outline of bldg beyondHVAC equipment2A-30263'-6"51'-4 1/4"(8'-2" min)8'-3 1/2"43'-0 3/4"(e) masonry wall onadjacent propertyC-Kitchen5C-Entry4C-Garage1(n) grade1/4" / 12" at drainage plan below deckingflat decking over sleepers (ripped)Ground Level FF44'-0"Deck Level FF53'-4"Upper Level FF62'-6"Upper Roof Plate70'-3"1A-3011A-3022A-3012A-302(e) grade(e) grade = (n) grade43'-8 3/4"19'-9 1/4"63'-6"43'-0 3/4"(e) masonry wall onadjacent property(n) gradeB-Bdrm218B-Bdrm117A-Bdrm15A-Great Room9B-Great Room8C-Bdrm3/Office3C-Flex Room388'-2"8'-0"Project numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:SDP 14-03 / CDP 14-047/19/2014 12:17:17 PMA-304Building Sections13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008 1/4" = 1'-0"1 North-South Section 3 1/4" = 1'-0"2 North-South Section 4No. Description Date
NProject numberPurposeDrawn byChecked byThese drawings and specifications are theproperty and copyright of the architect andshall not be used on any other work exceptby agreement with the architect.Export Date:project northSDP 14-03 / CDP 14-047/19/2014 12:17:19 PMA-601Window/Door Schdl,Glazing Details13018city submittal - CDP / SDPTVSJLCCP Juniper Apartments385 Juniper Avenue, Carlsbad, CA 92008Glazing in the following locations should be of safety glazing materialin accordance with Section R308.4 (see exceptions):a) Fixed and sliding panels of sliding door assemblies and panels inswinging doors other than wardrobe doors.b) Doors and enclosures for hot tubs, whirlpools, saunas, steamrooms, bathtubs and showers and in any portion of a building wallenclosing these compartments where the bottom exposed edge of theglazing is less than 60 inches above a standing surface.c) Fixed or operable panels adjacent to a door where the nearestexposed edge of the glazing is within a 24-inch arc of either verticaledge of the door in a closed position and where the bottom exposededge of the glazing is less than 60 inches above the walking surface.d) Individual fixed or operable panels, other than those locationsdescribed above, that meet all of the following conditions:i) Exposed area of an individual pane is greater than 9 square feet,and:ii) Exposed bottom edge is less than 18 inches above the floor, and:iii) Exposed top edge is greater than 36 inches above the floor, and:iv) One or more walking surfaces are within 36 inches horizontally ofthe plane of the glazing.e) Glass railings, regardless of height, above a walking surface(including structural baluster panels and nonstructural in-fill panels).f) Walls and fences used as the barrier for indoor and outdoorswimming pools and spas when all of the following conditions arepresent:i) The bottom edge of the glazing is less than 60 inches above thepool side of the glazing, and:ii) The glazing is within 5 feet of a swimming pool or spa deck area.g) Walls enclosing stairway landings or within 5 feet of the bottom andtop of stairways where the bottom edge of the glass is less than 60inches above a walking surface.SAFETY GLAZING NOTESDOOR SCHEDULE - EXTERIOR# Function Type Level Sill Height Width Height Material: Frame Material: Panel Material: Glass Manufacturer Model Comments101 Exterior DOUBLE-GLASS Ground Level FF 0" 6'-0" 7'-2" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-E102 Exterior GARAGE - OVERHEAD, GLASS 2wx4h Ground Level FF 0" 12'-4" 7'-4" Aluminum - Dark Bronze Anodized Glass103 Exterior GARAGE - OVERHEAD Ground Level FF -1" 16'-0" 7'-0" Aluminum104 Exterior SINGLE-GLASS Ground Level FF 6" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-E105 Exterior SINGLE-GLASS Deck Level FF 0" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Frosted106 Exterior SINGLE-GLASS Deck Level FF 0" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Frosted107 Exterior SINGLE-GLASS Deck Level FF 0" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Frosted108 Exterior SINGLE-GLASS Deck Level FF 0" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Frosted109 Exterior SINGLE-GLASS Deck Level FF 0" 3'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-E110 Exterior SLIDER-GLASS_OXXO Deck Level FF 0" 12'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-E111 Exterior SLIDER-GLASS_OX Split Level FF 0" 6'-0" 8'-0" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-E112 Exterior SLIDER-GLASS_OX Upper Level FF 6" 5'-0" 6'-8" Aluminum - Dark Bronze Anodized Aluminum - Dark Bronze Anodized Glass - Dual, Low-Enote sill height113 Exterior SINGLE FRAMELESS Ground Level FF -11" 3'-0" 6'-0" fence - vertical wood planksexterior gate114 Exterior SINGLE FRAMELESS Ground Level FF 0" 3'-0" 6'-0" fence - vertical wood planksexterior gateDOOR SCHEDULE - INTERIOR# Function Type Width Height Material: Frame Material: Panel Material: Glass Manufacturer Model Comments201 Interior SINGLE 2'-8" 6'-8" wood - painted 01 wood - painted 01202 Interior SINGLE 3'-0" 6'-8" wood - painted 01 wood - painted 01min 20 min rated, slef-closing / self latching203 Interior SINGLE 3'-0" 6'-8" wood - painted 01 wood - painted 01min 20 min rated, slef-closing / self latching204 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01205 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01206 Interior SINGLE 2'-2" 6'-8" wood - painted 01 wood - painted 01207 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01208 Interior SINGLE 2'-0" 6'-8" wood - painted 01 wood - painted 01209 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01210 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01211 Interior CARRIAGE DOOR - SINGLE - top offset 3'-0" 6'-8" wood - painted 01212 Interior SINGLE 2'-2" 6'-8" wood - painted 01 wood - painted 01213 Interior SINGLE 2'-2" 6'-8" wood - painted 01 wood - painted 01214 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01215 Interior SINGLE 2'-2" 6'-8" wood - painted 01 wood - painted 01216 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01217 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01218 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01219 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01220 Interior SINGLE FRAMELESS 2'-0" 6'-10" Glass221 Interior SLIDER-INTERIOR-FRAMELESS_3-Panel 9'-0" 6'-8" wood - painted 01222 Interior SINGLE 2'-4" 6'-8" wood - painted 01 wood - painted 01223 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01224 Interior SINGLE 2'-0" 6'-8" wood - painted 01 wood - painted 01225 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01226 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01227 Interior SLIDER-INTERIOR-FRAMELESS_3-Panel 9'-0" 6'-8" wood - painted 01228 Interior POCKET 2'-6" 6'-8" wood - painted 01 wood - painted 01229 Interior SINGLE FRAMELESS 2'-0" 6'-10" Glass230 Interior SINGLE FRAMELESS 2'-0" 6'-10" Glass231 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01232 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01233 Interior SLIDER-INTERIOR-FRAMELESS 5'-0" 4'-8" wood - painted 01234 Interior SLIDER-INTERIOR-FRAMELESS 5'-0" 4'-8" wood - painted 01235 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01236 Interior SLIDER-INTERIOR-FRAMELESS 5'-0" 6'-8" wood - painted 01237 Interior SLIDER-INTERIOR-FRAMELESS_3-Panel 9'-0" 6'-8" wood - painted 01238 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01239 Interior SINGLE 2'-6" 6'-8" wood - painted 01 wood - painted 01240 Interior SINGLE FRAMELESS 2'-0" 6'-10" Glass1.See plans and elevations for multi-unit configurationdimensions and operation type.2.Egress Windows must have an net clear opening area of atleast 5.7 square feet (5.0 square feet for grade-flooropenings), with the minimum net clear opening width of20" and the minimum net clear opening height of 24".3.For Egress Windows, the sill height shall not exceed 44"above the floor.4.Natural ventilation shall be provided for all habitable rooms,with the minimum openable area to the outdoors of 4% ofthe floor area being ventilated per Section R303.1.5.Contractor to verify in field net clear opening dimensions forall existing and new windows before ordering.WINDOW NOTES*see elevations for multi-unit mulling configuration / sloped & radius shapes / operation type*WINDOW SCHEDULE# Level Sill Width Height Area Material: Frame Material: Glass Tempered Glass Manufacturer Model Comments01 Ground Level FF 3'-0" 6'-0" 3'-10" 23 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer02 Ground Level FF 6" 4'-0" 6'-10" 27 SF Aluminum 01 Glass - Dual, Low-E tbd tbd03 Lower Level FF 2'-8" 2'-6" 4'-4" 11 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer04 Lower Level FF 2'-8" 2'-6" 4'-4" 11 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer05 Deck Level FF 0" 6'-0" 8'-0" 48 SF Aluminum 01 Glass - Dual, Low-E tbd tbd06 Deck Level FF 0" 1'-6" 6'-10" 10 SF Aluminum 01 Glass - Dual, Low-E tbd tbd07 Deck Level FF 0" 1'-6" 6'-10" 10 SF Aluminum 01 Glass - Dual, Low-E tbd tbd08 Deck Level FF 0" 1'-6" 6'-10" 10 SF Aluminum 01 Glass - Dual, Low-E tbd tbd09 Deck Level FF 0" 1'-6" 6'-10" 10 SF Aluminum 01 Glass - Dual, Low-E tbd tbd10 Deck Level FF 2'-6" 8'-3" 10'-2" 84 SF Aluminum 01 Glass - Dual, Low-E tbd tbd11 Deck Level FF 3'-6" 8'-0" 2'-0" 16 SF Aluminum 01 Glass - Dual, Low-E tbd tbd12 Deck Level FF 3'-6" 2'-0" 3'-4" 7 SF Aluminum 01 Glass - Dual, Low-E tbd tbd13 Deck Level FF 0" 6'-4" 8'-0" 51 SF Aluminum 01 Glass - Dual, Low-E tbd tbd14 Deck Level FF 3'-6" 2'-0" 3'-4" 7 SF Aluminum 01 Glass - Dual, Low-E tbd tbd15 Deck Level FF 0" 6'-4" 6'-10" 43 SF Aluminum 01 Glass - Dual, Low-E tbd tbd16 Deck Level FF 0" 4'-0" 6'-10" 27 SF Aluminum 01 Glass - Dual, Low-E tbd tbd17 Deck Level FF 0" 2'-0" 3'-10" 8 SF Aluminum 01 Glass - Dual, Low-E tbd tbd18 Split Level FF 2'-6" 2'-6" 8'-8" 22 SF Aluminum 01 Glass - Dual, Low-E tbd tbd19 Deck Level FF 0" 8'-10 3/4" 8'-0" 71 SF Aluminum 01 Glass - Dual, Low-E tbd tbd see elevation for clarification on width alignment to adjacent windows20 Upper Level FF 0" 6'-0" 6'-10" 41 SF Aluminum 01 Glass - Dual, Low-Etbd tbd must meet egress requirements, confirm compliance w manufacturer21 Upper Level FF 5'-0" 4'-10" 1'-10" 9 SF Aluminum 01 Glass - Dual, Low-E tbd tbd22 Upper Level FF 3'-6" 2'-6" 3'-4" 8 SF Aluminum 01 Glass - Dual, Low-E tbd tbd23 Upper Level FF 3'-0" 4'-10" 3'-10" 19 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer24 Upper Level FF 3'-0" 4'-10" 3'-10" 19 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer25 Upper Level FF 3'-0" 4'-10" 3'-10" 19 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer26 Upper Level FF 4'-6" 4'-0" 2'-4" 9 SF Aluminum 01 Glass - Dual, Low-E tbd tbd27 Upper Level FF 3'-6" 2'-0" 3'-4" 7 SF Aluminum 01 Glass - Dual, Low-E tbd tbd28 Upper Level FF 4'-6" 6'-4" 2'-4" 15 SF Aluminum 01 Glass - Dual, Low-E tbd tbd29 Upper Level FF 4'-6" 4'-0" 2'-4" 9 SF Aluminum 01 Glass - Dual, Low-E tbd tbd30 Upper Level FF 3'-0" 6'-0" 3'-10" 23 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer31 Upper Level FF 3'-0" 2'-6" 3'-10" 10 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer32 Upper Level FF 3'-0" 2'-9" 3'-10" 11 SF Aluminum 01 Glass - Dual, Low-E tbd tbd must meet egress requirements, confirm compliance w manufacturer33 Upper Level FF 0" 2'-6" 6'-10" 17 SF Aluminum 01 Glass - Dual, Low-Etbd tbd must meet egress requirements, confirm compliance w manufacturer34 Upper Level FF 0" 6'-0" 6'-10" 41 SF Aluminum 01 Glass - Dual, Low-Etbd tbd must meet egress requirements, confirm compliance w manufacturerSKYLIGHT SCHEDULE - EXISTING AND NEW#insidecurb widthoutsidecurb widthinsidecurb lengthoutsidecurb lengthMaterial: Frame Material: Glass tempered? operable?interiorblinds?Manufacturer Model Type Comments Comments01 1'-2 1/2" 1'-5 1/2" 3'-10 1/2" 4'-1 1/2" Aluminum 01 Glass - Dual, Low-E Yes No No Velux FCM 1446 ICC Report NER-216, Hallmark Test #B3620.01-109-44-r1/r202 1'-10 1/2" 2'-1 1/2" 1'-10 1/2" 2'-1 1/2" Aluminum 01 Glass - Dual, Low-E Yes Yes No Velux VCE/VCM 2222 ICC Report NER-216, Hallmark Test #B3620.01-109-44-r1/r203 1'-10 1/2" 2'-1 1/2" 2'-10 1/2" 3'-1 1/2" Aluminum 01 Glass - Dual, Low-E Yes Yes No Velux VCE/VCM 2234 ICC Report NER-216, Hallmark Test #B3620.01-109-44-r1/r204 1'-10 1/2" 2'-1 1/2" 1'-10 1/2" 2'-1 1/2" Aluminum 01 Glass - Dual, Low-E Yes Yes No Velux VCE/VCM 2222 ICC Report NER-216, Hallmark Test #B3620.01-109-44-r1/r2No. Description Date