Attachment 4 - Development Plans(N) 6'-0" BRICK PRIVACYWALL W/ ESPALIER@ STREET SIDE(N) FOUNTAIN(N) FOUNTAIN(N) DRIVEWAYBRICK-LINEDCONCRETEEXISTING GARAGENO WORKETRETRLAWNETRETR(N) SLIDING GATEEXISTING PICKET FENCE TO REMAINREPAIR / REWORK AS NEEDEDTO FOR SLIDING GATE AT DRIVEWAY(N) BRICK POSTEXISTING 2'-0" DIAMETERPINE TO REMAIN. TREE PROTECTIONTO BE PROVIDED AS REQ'D.EXISTING 2'-0" DIAMETER REDWOODTO REMAIN. TREE PROTECTION TOBE PROVIDED AS REQ'D/LOS GATOS BLVD.SPENCER AVE.(E) SEWER CLEANOUTTO REMAIN(E) CRAWLSPACEACCESS BELOW TOREMAIN(E) A.C. TO REMAINNEW DRY-SETBLUESTONE PATIO W/GREENERY BETWEENEXISTING ELECTRICALPANEL TO REMAIN.24'-212"16'-11
2"RETAIN AS NEEDEDTO ACCOMMODATEFLAT TURN-OUT25'-0"8'-0"20'-0"
20'-0"LOCATION OF (E) GASMETER TO SHIFT AS NEEDEDTO ACCOMMODATE PORCHEXISTING WATER(N) BRICK POSTDNDNUPDN(E) BACK DECKCELLAR BELOWKITCHEN TO REMAINSTAIR TOSECOND-FLOORAPARTMENT TOREMAIN1'-0"NEW STEPPING STONE PATHTO SIDE GATE. REMOVE(E) AGGREGATE WALKWAYNEW STEPPING STONE PATHFROM DRIVEWAY TO FRONTPORCHNEW BRICK-LINED, GRAVELPATH FROM STREET TOPORCH/. REMOVE (E)AGGREGATE WALKWAYNEW BRICK POSTS, GATE &TRELLIS OVER ENTRANCETRELLIS @ NEW IPE DECKINDEXLOCATION MAPOwner / Designer:Lauren & Joseph Fulcher432 Los Gatos Blvd.Los Gatos, CA 95032PROJECT INFO.PROJECT ADDRESS:432 LOS GATOS BLVDA.P.N. :532-07-113LOT AREA (FROM PARCEL MAP)9,583 SFZONING =RM: 5-12OCCUPANCY= MULTI-FAMILYCONSTRUCTION TYPE= V-BREQUIRED PARKING=3 OFF STREET SPACESBUILT:1910 (PER ZILLOW)ZONING COMPLIANCE:SETBACKSEXISTINGPROPOSEDALLOWEDFRONT:28'28'25'SIDE (SPENCER): 52'30'20'SIDE (LEFT) 9'9'8'REAR :20'20'20'BUILDING HEIGHT EXISTINGPROPOSEDALLOWEDMAINRESIDENCE:25'-2"+/- 25'-2"+/-30'-0"(MAX.) SQUARE FOOTAGEEXISTING PROPOSED (FROM FIELD MEASUREMENTS)MAIN HOUSE1349 SF 1753 SF (+404)UPSTAIRS APPARTMENT 632 SF 632SF (NO CHANGE)DETTACHED GARAGE: 461 SF 461 SF (NO CHANGE)TOTAL2,442 SF 2,846 SF (+404)BUILDING COVERAGEFIRST FLOOR:1349 SF 1753 SF (+404 SF)DETACHED GARAGE: 461 SF 461 SF (NO CHANGE)COVERED PORCHES 250 SF 250 SF (NO CHANGE)TOTAL2,060 SF 2,464 SF 26%PARCEL MAPA1.1 Cover SheetBlueprint for a Clean BayT24-1- Title-24T24-2 Title-24T24-3 Title-24A2.1 First Floor Plan (existing + proposed)A2.2 Second Floor Plan (no change)A2.3 Roof Plan (existing + proposed)A3.1 Elevations (existing + proposed)A3.2 Elevations (existing + proposed)A3.3 Construction Notes4.1 SectionsME-1 Mechanical, ElectricalS-1 Structural PlansS-2 Structural PlansS-3 Structural PlansSD-0 Structural NotesSD-1 Structural DetailsSD-2 Structural DetailsSD-3 Structural DetailsSD-4 Structural DetailsSD-5 Structural DetailsHFX-1 DetailsHFX-2 DetailsHFX-3 DetailsPROJECT DATASITE PLANPROPOSED DESIGNA.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020 HPC SUBMITTALJULY15, 2020 PROGRESS SETSEPT 21, 2020 BLDG SUBMITTALPROJECT DESCRIPTIONCOVER SHEETSCALE: N/AA1.1Structural Engineer:4x EngineeringContact: Efe Sozkesencontact@4xengineering.comph:(408)642-5464Contractor:BRW Construction638 University Ave.Los Gatos, CA 95032Lic. #852333The following codes are currently in effect:2019 California Building Code2019 California Residential Code2019 California Electrical Code2019 California Mechanical Code2019 California Plumbing Code2019 California Energy Code2019 California Fire Code2019 California Existing Building Code2018 International Existing Building Code2019 California Green Building Standards CodeCODES USEDThe project consists of a 404 sf master suite addition, and the reconfiguration of existing interior space. Existing windowsand skylights will be replaced throughout, and insulation will be upgraded for energy efficiency. The existing kitchen is toremain, unchanged. The existing first floor bathroom will be relocated, and a second will be added as part of the mastersuite addition. HVAC to be reworked as necissary, and a new tankless water heater will replace the existing 2 gas tanks.Note: Justification for metal roof, including sample, will be provided before building permit is issued.Title 24 ConsultantFRI Energy Consultants, LLC21 N. Harrison Ave, Suite 210Campbell, Ca 95008p.408-866-1620 f. 408-866-6832ATTACHMENT 4
Materials storage & spill cleanup
Non-hazardous materials management
4 Sand, dirt, and similar materials must be stored at least 10 feet from catch
basins, and covered with a tarp during wet weather or when rain is forecast.
4 Use (but don’t overuse) reclaimed water for dust control as needed.
4 Sweep streets and other paved areas daily. Do not wash down streets or work
areas with water!
4 Recycle all asphalt, concrete, and aggregate base material from demolition
activities.
4 Check dumpsters regularly for leaks and to make sure they don’t overflow.
Repair or replace leaking dumpsters promptly.
Hazardous materials management
4 Label all hazardous materials and hazardous wastes (such as pesticides, paints,
thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and
federal regulations.
4 Store hazardous materials and wastes in secondary containment and cover
them during wet weather.
4 Follow manufacturer’s application instructions for hazardous materials and be
careful not to use more than necessary. Do not apply chemicals outdoors when
rain is forecast within 24 hours.
4 Be sure to arrange for appropriate disposal of all hazardous wastes.
Spill prevention and control
4 Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at
the construction site at all times.
4 When spills or leaks occur, contain them immediately and be particularly care-
ful to prevent leaks and spills from reaching the gutter, street, or storm drain.
Never wash spilled material into a gutter, street, storm drain, or creek!
4 Report any hazardous materials spills immediately! Dial 911 or your local emer-
gency response number.
Vehicle and equipment
maintenance & cleaning
4 Inspect vehicles and equipment for leaks
frequently. Use drip pans to catch leaks
until repairs are made; repair leaks
promptly.
4 Fuel and maintain vehicles on site only
in a bermed area or over a drip pan that
is big enough to prevent runoff.
4 If you must clean vehicles or equipment
on site, clean with water only in a
bermed area that will not allow
rinsewater to run into gutters, streets,
storm drains, or creeks.
4 Do not clean vehicles or equipment
on-site using soaps, solvents, degreasers,
steam cleaning equipment, etc.
Dewatering
operations
4 Reuse water for dust control, irrigation,
or another on-site purpose to the greatest
extent possible.
4 Be sure to call your city’s storm drain
inspector before discharging water to a
street, gutter, or storm drain. Filtration or diversion through a basin, tank, or
sediment trap may be required.
4 In areas of known contamination, testing is required prior to reuse or discharge
of groundwater. Consult with the city inspector to determine what testing to do
and to interpret results. Contaminated groundwater must be treated or hauled
off-site for proper disposal.
Concrete, grout, and mortar
storage & waste disposal
4 Be sure to store concrete, grout, and mortar under cover and
away from drainage areas. These materials must never reach a
storm drain.
4 Wash out concrete equipment/trucks off-site or designate an on-site
area for washing where water will flow onto dirt or into a temporary
pit in a dirt area. Let the water seep into the soil and dispose of
hardened concrete with trash.
Make sure your crews and subs do the job right!
Storm drain polluters may be liable for fines of up to $10,000 per day!
Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction
activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and
other construction waste away from storm drains and local creeks. Following these guidelines will ensure your
compliance with local ordinance requirements.
4 Divert water from washing
exposed aggregate concrete
to a dirt area where it will
not run into a gutter, street,
or storm drain.
4 If a suitable dirt area is not
available, collect the wash
water and remove it for
appropriate disposal off site.
Earthwork & contaminated soils
4 Keep excavated soil on the site where it is least likely to collect in the street.
Transfer to dump trucks should take place on the site, not in the street.
4 Use hay bales, silt fences, or other control measures to minimize the flow of silt
off the site.
Paving/asphalt work
Saw cutting
4 Always completely cover or barricade storm drain inlets when saw cutting. Use
filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the
storm drain system.
4 Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you
are finished in one location or at the end of each work day (whichever is
sooner!).
4 If saw cut slurry enters a catch basin, clean it up immediately.
4 Do not pave during wet weather or when
rain is forecast.
4 Always cover storm drain inlets and man-
holes when paving or applying seal coat,
tack coat, slurry seal, or fog seal.
4 Place drip pans or absorbent material un-
der paving equipment when not in use.
4 Protect gutters, ditches, and drainage
courses with hay bales, sand bags, or
earthen berms.
4 Do not sweep or wash down excess sand
from sand sealing into gutters, storm drains, or creeks. Collect sand and return
it to the stockpile, or dispose of it as trash.
4 Do not use water to wash down fresh asphalt concrete pavement.
Painting
4 Never rinse paint brushes or
materials in a gutter or street!
4 Paint out excess water-based
paint before rinsing brushes,
rollers, or containers in a sink.
If you can’t use a sink, direct
wash water to a dirt area and
spade it in.
4 Paint out excess oil-based paint before cleaning brushes in thinner.
4 Filter paint thinners and solvents for reuse whenever possible.
Dispose of oil-based paint sludge and unusable thinner as
hazardous waste.
4 Avoid scheduling earth moving activities
during the rainy season if possible. If
grading activities during wet weather
are allowed in your permit, be sure to
implement all control measures necessary
to prevent erosion.
4 Mature vegetation is the best form of
erosion control. Minimize disturbance to
existing vegetation whenever possible.
4 If you disturb a slope during construction,
prevent erosion by securing the soil with
erosion control fabric, or seed with fast-
growing grasses as soon as possible. Place
hay bales down-slope until soil is secure.
4 If you suspect contamination (from site history, discoloration, odor, texture,
abandoned underground tanks or pipes, or buried debris), call your local fire
department for help in determining what testing should be done.
4 Manage disposal of contaminated soil according to Fire Department instructions.
Bay Area Stormwater Management
Agencies Association (BASMAA)
1-888-BAYWISE
Pollution Prevention —It’s Part of the Plan
BEDROOMFAMILY ROOMBEDROOM /OFFICE(E) BEDROOM #3DINING RMBATHROOMKITCHENBACK DECKENTRY PORCHDNCELLAR BELOWKITCHEN TO REMAINSTAIR TOSECOND-FLOORAPARTMENT TOREMAINLINE OF (E)SECOND FLOORAPARTMENT TOREMAIN(NO WORK)WALLS TO REMAINWALLS TO BE REMOVED WALL LEGEND36"FIREPLACEDNDN(HRDWD)ENTRY(E) BEDROOM #2(HRDWD)DNCLOSETCLOSETDNUPDN(HRDWD)OFFICE / BONUSROOM(HRDWD)CLOSET(N) MASTER BATH(N) MASTERBEDROOMBEDROOM #3(TILE)(HRDWD) DINING RM(E) KITCHEN(HRDWD)(TILE)(N) DECK(E) BACK DECK6'-3"10'-8"6'-412"16'-7"6'-0"11'-6"1'-0"13'-912"2'-912"2'-91
2"3'-8"
3'-6"
5'-11"
2'-10"6'-0"12'-21
2"
3'-51
2"(E) ENTRY PORCHALIGN8'-0"5'-1012"2'-1012"NEW STAIN GRADEDOOR PACKAGEW/ SIDELIGHT(N) BATH(TILE)PORCHSWINGFAMILY RM(HRDWD)NEW BAYWINDOW 36"ABOVE GRADESTORAGEBELOW, WOODTOP @ 36" A.F.F.COATSLINE OF (E)SECOND FLOORAPARTMENT TOREMAINLINE OF (E)SECOND FLOORTO REMAINLINE OF (E)SECOND FLOORAPARTMENT TOREMAINCELLAR BELOWKITCHEN TO REMAINSTAIR TOSECOND-FLOORAPARTMENT TOREMAIN(N)2478DBL HNG(N)(N) 6672FXD(N) 2424 FXD(N)2'-0"2'-9"36"MARQUIS SOLACEGAS FIREPLACEFIXED 30"x30"SKYLIGHT ABOVE1A4.1A4.1
2
4
A3.2
3A3.22
A3.1NORTHNEW WALLS5'-0"
0'-10"0'-10"2'-0"CLCLEQ.EQ.
5'-4"
8'-0"42" HIGHRAILING1'-6"1'-6" NICHE18" DEEP SLABTOP BENCH3'-4"2'-10"6'-0"FULL BED54"W X 75"DLINEN STORAGEDRAWERS BELOWREPLACEREPLACER
E
P
L
A
C
E
(N) 3678 DBL HNG308036803280328030803280 3080
3080
2880 REPLACE(N) 2424 AWN(N)3266DBL HNG(
N
)
2
8
6
6
D
B
L
H
N
G(N)2866DBL HNG(N)9696 PKT(TEMP.)(N) 2472DBL HNG(N) 2472DBL HNGABV:ETRETRALIGN(E) WASHER & DRYERTO REMAIN(E)WATERHEATERS TOBE REPLACEDW/ TANKLESS(E)FURNACE TO REMAIN.REWORK AS REQ'DFOR NEW LAYOUT(E) CELLARCONCRETET
EM
P
E
R
E
D1.SEE WINDOW AND DOOR SCHEDULES FOR NEW WINDOW ANDDOOR TYPES AND LOCATIONS. VERIFY ROUGH OPENINGS IN FIELD.2.REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS PRIORTO MODIFICATION OR REMOVAL OF ROOF.3.REFER TO STRUCTURAL PLANS PRIOR TO REMOVAL OF ANY WALLOR STRUCTURAL MEMBER. SOME STRUCTURAL BEAMS AND POSTTO REMAIN AT DEMOLISHED WALLS. VERIFY WITH ARCHITECTANY QUESTIONS PERTAINING TO ANY STRUCTURAL MEMBERS TOREMAIN OR TO BE REMOVED.4.REFER TO FLOOR PLAN FOR LOCATION OF WALLS TO BEREMOVED. DEMOLITION INCLUDES ALL ELEMENTS WITHIN ANDCONNECTED TO THE WALL. TERMINATE ALL ASSOCIATED ITEMS(I.E. ELECTRICAL, GAS, CABLE, ETC.) AS NECESSARY. ALL PIPINGCONDUIT, ETC. SHALL BE TERMINATED AND CAPPED IN ALOCATION THAT WILL NOT BE VISIBLE WHEN CONSTRUCTION ISCOMPLETE.5.PROTECT ALL SURFACES ADJACENT TO AREAS OF DEMOLITION.CONTRACTOR TO BE RESPONSIBLE FOR ALL ITEMS DAMAGEDDURING DEMOLITION.6.ITEMS TO BE SALVAGED SHALL BE CAREFULLY REMOVED IN AMANNER TO ENSURE MINIMUM DAMAGE AND SHALL BE STOREDIN A STAGING AREA DESIGNATED BY THE OWNER. ALL MATERIALS,EQUIPMENT, AND OTHER ITEMS NOT TO BE RETAINED FORFUTURE USE SHALL BE REMOVED FROM SITE.7.REMOVE ALL EXISTING BRANCH CIRCUIT FEEDERS AND CONDUITSBACK TO ELECTRICAL PANEL.8.SEE ELECTRICAL PLANS FOR LOCATION OF NEW LIGHT FIXTURESAND THEIR ASSOCIATED SWITCHING, SUPPORTS, CONDUITS ANDCONDUCTORS.9.ERECT TEMPORARY, TIGHT FITTING DUSTPROOFPARTITION/BARRIERS AT THE PERIMETER OF THE AREA OF WORKPRIOR TO COMMENCEMENT OF DEMOLITION. DUSTPROOFPARTITIONS/BARRIERS SHALL REMAIN IN PLACE UNTILCOMPLETION OF ALL CONSTRUCTION WORK.10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALLTHE EXISTING EQUIPMENT THAT IS TO REMAIN IS IN PROPERWORKING ORDER.11.VERIFICATION OF REPLACEMENT OF ALL EXISTING TO REMAIN NON-COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVINGPLUMBING FIXTURES AS SPECIFIED IN CIVIL CODE SECTION1101.1-1101.8 SHALL BE PROVIDED TO THE TOWN BUILDINGINSPECTOR, PRIOR TO FINAL INSPECTION. THIS REQUIREMENTSAPPLIES TO ALL EXISTING TO REMAIN PLUMBING FIXTURES LOCATEDWITHIN THE STRUCTURE UNDER THE SCOPE OF THIS PERMIT.1.6 GALLONS PER FLUSH FOR TOILETS1.0 GALLONS PER FLUSH FOR URINALS2.5 GPM FOR SHOWERHEAD2.2 GPM FOR ANY INTERIOR FAUCETSDEMOLITION NOTES:GENERAL NOTES:1.THE LANDING SHALL NOT BE MORE THAN 7-3/4" LOWER THANTHE FLOOR LEVEL AT DOORS SWINGING AWAY FROM THELANDING AND NOT MORE THAN 1-1/2" AT DOORS SWINGINGOVER THE LANDING.2.FOR SHOWERS AND TUB/SHOWER WALLS A SMOOTH, HARD,NONABSORBENT SURFACE (E.G. CERAMIC TILE OR FIBERGLASS)OVER A MOISTURE RESISTANT UNDERLAYMENT (E.G. CEMENT,FIBER CEMENT, OR GLASS MAT GYPSUM BACKER) TO A HEIGHTOF 72 INCHES ABOVE THE DRAIN INLET. PLEASE NOTE:WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BEUSED OVER A VAPOR RETARDER IN SHOWER OR BATHTUBCOMPARTMENTS. CRC SECTIONS R307.2 AND R702.3.83.ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS WITH MIN.22" TEMPERED DOOR TO SWING OUT OF THE SHOWER STALL4.FOR ISLAND SINKS AND SIMILAR EQUIPMENT SHALL BEROUGHED IN ABOVE THE FLOOR AND SHALL BE PERMITTED TOBE VENTED BY EXTENDING THE VENT AS HIGH AS POSSIBLE, BUTNOT LESS THAN THE DRAIN BOARD AND THEN RETURNING ITDOWNWARD AND CONNECTING IT TO THE HORIZONTAL SINKDRAIN IMMEDIATELY DOWNSTREAM FROM THE VERTICALFIXTURE DRAIN. THE RETURN VENT SHALL BE CONNECTED TOTHE HORIZONTAL DRAIN THROUGH A WYE-BRANCH FITTINGAND SHALL IN ADDITION, BE PROVIDED WITH A FOOT VENTTAKEN OFF THE VERTICAL FIXTURE VENT BY MEANS OF A WYEBRANCH IMMEDIATELY BELOW THE FLOOR AND EXTENDING TOTHE NEAREST PARTITION AND THEN THROUGH THE ROOF TOTHE OPEN AIR OR SHALL BE PERMITTED TO BE CONNECTED TOOTHER VENTS AT A POINT NOT LESS THAN 6 INCHES (152 MM)ABOVE THE FLOOD-LEVEL RIM OF THE FIXTURES SERVED.DRAINAGE FITTINGS SHALL BE USED ON THE VENT BELOW THEFLOOR LEVEL, AND A SLOPE OF NOT LESS THAN 1/4 INCH PERFOOT. CPC SECTION 9095.FIREPLACE SURROUND TO BE NON-COMBUSTIBLE MATERIALAT LEAST 1' AROUND OPENING @ TOP + SIDES, ANDPROTRUDING AT LEAST 2' OUT FROM WALL OR PERMANUFACTURER SPECIFICATIONS.6.U-FACTOR AND S.H.G.C. VARY FOR EACH WINDOW ANDGLASS DOOR, SEE SHEET T-24 FOR SPECIFIC U-FACTOR ANDS.H.G.C. INFORMATION7.A PERMANENT LABEL PER SECTION R308.1 SHALL IDENTIFYEACH LIGHT OF SAFETY GLAZING.8.ALL EGRESS WINDOWS SHALL HAVE A MINIMUM NET CLEAROPERABLE AREA OF 5.7 S.F.. THE MINIMUM NET CLEAROPERABLE WIDTH SHALL BE 20". THE MINIMUM NET CLEAROPERABLE HEIGHT SHALL BE 24". WHEN WINDOWS AREPROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEYSHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR PER CRC R3109.CONTRACTOR TO ENSURE ALL APPROPRIATE WATERHEATER STRAPPING ARE INSTALLED PER CPC 508.2AND INSULATION WITHIN THE FIRST 5-FEET, ANDREQUIRED INSULATION ARE INSTALLED10.AT FINAL INSPECTION, A MANUAL, COMPACT DISC,WEB-BASED REFERENCE, OR OTHER ACCEPTABLEMEDIA INCLUDING ITEMS 1 THROUGH 10 INACCORDANCE WITH CGBSC SECTION 4.410.1 SHALLBE PLACED IN THE BUILDING.11.ROOFING MATERIAL TO BE CLASS "A"12.TYPICAL ROOF OVERHANG @ RAKE : MATCHEXISTING, U.N.O13.CONTRACTOR TO PROVIDE & INSTALL REQ'D NETFREE ATTIC VENTILATION, SEE ATTIC VENTILATIONNOTES.14.ALL VENT OPENING TO BE COVERED WITH 1/8-INCH(MIN.) 1/4-INCH (MAX.) CORROSION RESISTANT METALSCREENING15.ALL FLASHING TO BE 26 GAUGE W/MIN. 10-INCH LAPW/ALL SEAMS SODERED TO BE WEATHERPROOF ANDPAINTED TO MATCH ROOFING MATERIAL16.WHEN POSSIBLE LOCATE ALL PLUMBING, HVACVENTS, ETC. AT REAR ROOF SIDE (OPPOSITE ENTRY)17.ALL DOWNSPOUTS SHALL BE DIRECTED TOLANDSCAPED AREAS, MINIMIZE DIRECTLYCONNECTED IMPERVIOUS AREAS, ETC.18.ALL FLASHING TO BE 22 GAUGE W/MIN. 10-INCH LAPW/ALL SEAMS SODERED TO BE WEATHERPROOF ANDPAINTED TO MATCH ROOFING MATERIALEXISTING FIRST FLOOR DEMO PLANA.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALFLR. PLANSSCALE: 1/4" = 1'-0"A2.1PROPOSED FIRST FLOOR PLAN
BEDROOMBEDROOMLIVING ROOMKITCHENBATH1A4.1LINE OF FIRST FLOORBELOWNORTHEXISTING SECOND FLOOR (NO CHANGE)A.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALEXISTING 2ND FLR.SCALE: 1/4" = 1'-0"A2.2
HIPHIPHIPHIP10:12PITCH10:12PITCH10:12PITCH10:12PITCHSHED10:12PITCH 10:12PITCHRIDGE10:12PITCH10:12PITCH10:12PITCH4:12PITCH4:12PITCH VALLEY
LINE OF FIRST FLOORLINE SECOND FLOORAPPARTMENTNORTH(N) COMP. ASPHALTROOFING TO MATCHEXISTINGHIP(N) FIXED SKYLIGHTH
I
PHIPHIP
10:12
PITCH
10:12
PITCH
10:12PITCH10:12PITCH10:12PITCH10:12PITCH10:12
PITCH
10:12
PITCH
SHED
10:12
PITCH
10:12PITCHRIDGE10:12PITCH10:12PITCH10:12PITCHRIDGE
RIDGE RIDGEVALLEYVALLEY(N) CUPOLAREMOVE &REPLACE W/VELUXOPERABLESKYLIGHTREMOVE &REPLACE W/VELUXOPERABLESKYLIGHTREMOVE &REPLACE W/VELUXOPERABLESKYLIGHTREMOVE &REPLACE W/VELUXOPERABLESKYLIGHT10:12PITCH1'-0"(N) STANDING SEAMMETAL ROOF4:12
PITCH
4:12
PITCH
VALLEYLINE OF FIRST FLOORLINE SECOND FLOORAPPARTMENT1A4.12
A4.1ROOF PLAN (EXISTING & PROPOSED)A.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALROOF. PLANSSCALE: 1/4" = 1'-0"A2.3
EXISTING3'-6"10'-0"
25'-2"
2'-6"9'-0"
19'-1"(E) F.F.(E) PLATE(E) BLDG. HT.(TO REMAIN)F.F.@ ADDITIONPLATE @ ADDITIONNEW STANDING SEAM METALROOFNEW COMPOSITE ROOT TOMATCH EXISTINGHORIZONTAL WOOD SIDINGTO MATCH EXISTINGNARROW HORIZONTALSIDINGEXISTING TO REMAINADDITIONEXISTING PORCH & STAIRSTO REMAIN3'-1"NEW, FIXED ART GLASSWINDOWNEW, DOOR & SIDELIGHTPACKAGEPROPOSED #1NEW CUSTOM ATTIC VENT5'-8"
12'-2"(R)(R)(R)(N)EXISTINGNEW, 8'-0", 2 PANELPOCKETING DOOR SYSTEM,WOOD FRAME.NEW COMPOSITE ROOF TOMATCH EXISTINGCUPOLANEW TRELLIS OVER DECKORNAMENTAL DETAILS TOMATCH (E) FROM PORCH9'-0"F.F.@ ADDITIONPLATE @ ADDITIONF.F.@ EXISTING1'-0"
8'-0"HORIZONTAL WOOD SIDINGTO MATCH EXISTINGADDITIONPROPOSED #2(N)TEMP.(ETR)LOS GATOS BLVD.(WEST)SPENCER AVE. (NORTH)A.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALELEVATIONSSCALE: 1/4" = 1'-0"A3.1
TVEXISTING24'-0"(E) F.F.(E) PLATE(E) BLDG. HT.(TO REMAIN)10'-0"
16'-7"BLDG. HT. @ ADDITION9'-0"PLT. @ ADDITIONADDITIONEXISTING TO REMAINTVNEW STANDING SEAM METALROOFNEW COMPOSITE ROOT TOMATCH EXISTINGHORIZONTAL WOOD SIDINGTO MATCH EXISTINGNARROWHORIZONTALSIDINGNEW DECKTRELLIS8'-0"PROPOSED #3(ETR)(ETR)(ETR)(N)(N)(N)(N)(ETR)(ETR)EXISTINGNEWDECORATIVEWINDOW &SHOWERNEW BAYWINDOW(E)APARTMENT & DECK/STAIRS TO REMAINPROPOSED #43'-0"(R)(N)(N)(N)(N)REAR (EAST)NEIGHBOR SIDE (SOUTH)A.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALELEVATIONSSCALE: 1/4" = 1'-0"A3.2
1.ROOFING MATERIAL TO BE CLASS "A"2.PREFAB GSM ATTIC VENTS TO BE EVENLYDISTRIBUTED3.ALL FLASHING TO BE 22 GAUGE W/MIN. 10-INCH LAPW/ALL SEAMS SOLDERED TO BE WEATHERPROOF ANDPAINTED TO MATCH ROOFING MATERIAL4.WHEN POSSIBLE LOCATE ALL PLUMBING, HVAC VENTS,ETC. AT REAR ROOF SIDE (OPPOSITE ENTRY)5.ALL DOWNSPOUTS SHALL BE DIRECTED TOLANDSCAPED AREAS, MINIMIZE DIRECTLY CONNECTEDIMPERVIOUS AREAS, ETC.6.ALL VENTS TO BE PAINTED TO MATCH ADJACENTMATERIALS.7.CONTRACTOR TO INSTALL A STREET NUMBER @ROADSIDE IN FRONT OF PROJECT.8.ADDRESS IDENTIFICATION: NEW AND EXISTINGBUILDINGS SHALL HAVE APPROVED ADDRESSNUMBERS, BUILDING NUMBERS OR APPROVEDIDENTIFICATION PLACED IN A POSITION THAT ISPLAINLY LEGIBLE AND VISIBLE FROM THE STREET ORROAD FRONTING PROPERTY. ADDRESSLETTERS/NUMBERS SHALL BE MIN. 4-INCHES HIGH ,WITH A MIN. STROKE WIDTH OF 1/2-INCH, AND SHALLCONTRAST WITH THEIR BACKGROUND. NUMBERSSHALL NOT BE SPELLED OUT. IF BUILDING ADDRESSCANNOT BE VIEWED FROM THE PUBLIC WAY, ANDACCESS TO THE DWELLING IS PROVIDED BY A PRIVATEROAD, THEN SHOW LOCATION OF A MONUMENT ORPOLE SIGN USED TO IDENTIFY THE SITE ADDRESS.CRC SECTION R3199.WATER-RESISTIVE BARRIER: 2 LAYERS GRADE "D"BLDG. PAPER OVER WOOD SHEATHING OF ALLEXTERIOR WALLS10.26 GA. GALVANIZED WEEP SCREED AT FOUNDATIONPLATE LINE AT LEAST 4" ABOVE GRADE (OR 2 INCHESABOVE CONCRETE OR PAVING). CRC SECTION R703.711.GUARDRAILS AT OPEN-SIDED WALKING SURFACESINCLUDING STAIRS, PORCHES, BALCONIES ORLANDINGS SHALL NOT BE LESS THAN 42" HIGHMEASURED VERTICALLY WITH INTERMEDIATE RAILSSPACED SUCH THAT A SPHERE 4-INCHES IN DIAMETERCANNOT PASS THROUGH PER CRC 312EXTERIOR ELEVATION NOTES:1.ALL EXTERIOR LIGHT FIXTURES WILL COMPLY WITHTOWN REQUIREMENTS TO BE DOWNWARD DIRECTEDAND SHIELDED.2.ALL EXTERIOR LIGHT FIXTURES' LOCATIONS, TYPE ANDNUMBER WILL COMPLY WITH TOWN REQUIREMENTS.TOWN NOTES:1.SEE PROPOSED PLANS FOR WINDOW AND DOORSIZES AND EGRESS WINDOW LOCATIONS2.ALL WINDOWS AND DOORS TO BE NON-REFLECTIVEGLAZING, LOW 'E' DUAL GLAZED, INTERIOR GLAZINGTO BE TEMPERED U.N.O.,5.ALL EGRESS OR RESCUE WINDOWS (OR DOORS)SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREAOF 5.7 S.F. THE MINIMUM NET CLEAR OPENABLEHEIGHT DIMENSION SHALL BE 24". THE MINIMUM NETCLEAR OPENABLE WIDTH DIMENSION SHALL BE 20".WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE A FINISHEDSILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THEFLOOR.6.PROVIDE TEMPERED GLASS IN THE FOLLOWINGAREAS AS REQU'D PER CBC 2406.3:A. ALL INGRESS AND EGRESS DOORS.B. ALL SHOWERS AND BATHTUB ENCLOSURE DOORS AND WINDOWS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE A STANDING SURFACEC. GLAZING WITHIN 12" OF ANY DOOR'S VERTICALEDGE WHERE THE BOTTOM EDGE OF THE WINDOWIS LESS THAN 60" ABOVE THE FLOOR OR WALKINGSURFACE.D. ANY GLAZING WHERE THE EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR WHEREONE OR MORE WALKING SURFACE IS WITHIN 36" HORIZONTAL7.PROVIDE ALL EXTERIOR DOORS WITH FULLWEATHER-STRIPPING. PROVIDE ALL EXTERIORDOORS (EXCEPT GARAGE O.H.) WITH METALTHRESHOLD IN BED OF SEALANT.8.UNDERCUT ALL DOORS TO CLOSETS AND LAUNDRYROOMS TO FACILITATE VENTILATION.9.VERIFY ALL DOOR IN-, OUT-, RIGHT-HAND, LEFT-HANDSWINGS AND WINDOW OPERATIONS AT FLOORPLANS AND BUILDING ELEVATIONS.10.VERIFY ALL OUTSIDE FRAME AND ROUGH OPENINGDIMENSIONS WITH MANUFACTURE'SSPECIFICATIONS.11.SEE TITLE-24 REPORT FOR ADDITIONAL DOOR &WINDOW INFORMATION INCLUDING, BUT NOT LIMITEDTO, SHADING COEFFICIENTS, U-FACTORS, ETC...12.TEMPORARY LABEL MUST SHOW THE U-FACTOR ANDSHGC, FOR EACH RATED WINDOW. THE LABEL MUSTALSO SHOW THAT THE WINDOW MEETS THE AIRINFILTRATION CRITERIA. THE TEMPORARY LABELMUST NOT BE REMOVED BEFORE INSTALLATION &INSPECTION BY THE CITY INSPECTOR.13.THE PERMANENT LABEL MUST AS A MINIMUMIDENTIFY THE CERTIFYING ORGANIZATION AND HAVEA NUMBER OR A CODE TO ALLOW TRACKING BACKTO THE ORIGINAL INFORMATION ON FILE WITH THECERTIFYING ORGANIZATION. THE PERMANENT LABELCAN BE INSCRIBED ON THE SPACE, ETCHED ON THEGLASS, ENGRAVED ON FRAME, OR LOCATED SO ASNOT TO AFFECT AESTHETICS.14.A PERMANENT LABEL PER SECTION R308.1 SHALLIDENTIFY EACH LIGHT OF SAFETY GLAZING.15.U-FACTOR AND S.H.G.C. VARY FOR EACH WINDOWAND GLASS DOOR, SEE SHEET T-24 FOR SPECIFICU-FACTOR AND S.H.G.C. INFORMATIONWINDOW + DOOR NOTES:BUILDING SECTION NOTES:1.ROOFING MATERIAL TO BE CLASS "A"2.SEE STRUCTURAL DRAWINGS FOR ALL FOUNDATIONAND FRAMING REQUIREMENTS.3.CONTRACTOR TO PROVIDE & INSTALL REQ'D NET FREESUB FLOOR VENTILATION, SEE SHEETCONTRACTOR TO PROVIDE & INSTALL REQ'D NET FREEATTIC VENTILATION, SEE SHEET4.PREFAB GSM ATTIC VENTS TO BE EVENLYDISTRIBUTED5.ALL VENT OPENING TO BE COVERED WITH 1/8-INCH(MIN.) 1/4-INCH (MAX.) CORROSION RESISTANT METALSCREENING6.ALL FLASHING TO BE 22 GAUGE W/MIN. 10-INCH LAPW/ALL SEAMS SODERED TO BE WEATHERPROOF ANDPAINTED TO MATCH ROOFING MATERIAL7.WHEN POSSIBLE LOCATE ALL PLUMBING, HVAC VENTS,ETC. AT REAR ROOF SIDE (OPPOSITE ENTRY)8.INSULATION REQ'TS PER TITLE 24 REPORT:·PROVIDE MIN. R 15 INSULATION @ EXTERIOR WALLS·PROVIDE MIN. R 19 INSULATION @ RAISED FLOORSOVER CRAWL SPACE·PROVIDE MIN. R 38 INSULATION @ CEILINGS (BELOWATTIC)9.·PROVIDE MIN. R 30 INSULATION @ CATHEDRALCEILINGS10.R302.11 IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALLCONCEALED DRAFT OPENINGS (BOTH VERTICAL ANDHORIZONTAL) AND TO FORM AN EFFECTIVE FIREBARRIER BETWEEN STORIES, AND BETWEEN A TOPSTORY AND THE ROOF SPACE.11.FIREBLOCKING SHALL BE PROVIDED THE FOLLOWINGLOCATIONS:·IN CONCEALED SPACES OF STUD WALLS ANDPARTITIONS, INCLUDING FURRED SPACES ANDPARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS:··VERTICALLY AT THE CEILING AND FLOOR LEVELS.··HORIZONTALLY AT INTERVALS NOT EXCEEDING 10FEET (3048 MM).·AT ALL INTERCONNECTIONS BETWEEN CONCEALEDVERTICAL AND HORIZONTAL SPACES.·IN CONCEALED SPACES BETWEEN STAIR STRINGERSAT THE TOP AND BOTTOM OF THE RUN. ENCLOSEDSPACES UNDER STAIRS SHALL COMPLY WITH SECTIONR302.7.·AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLESAND WIRES AT CEILING AND FLOOR LEVEL, WITH ANAPPROVED MATERIAL TO RESIST THE FREE PASSAGEOF FLAME AND PRODUCTS OF COMBUSTION.11.NEW WOOD SIDING OVER 2 LAYERS OF GRADE "D"BLDG. PAPER OVER WOOD SHEATHING AT ALLEXTERIOR WALLS12.SEE PROPOSED PLANS FOR WINDOW AND DOOR SIZESAND EGRESS WINDOW LOCATIONS ALL BEDROOMS TOBE PROVIDE WITH ONE EMERGENCY EGRESS WINDOW.ERESS WINOWS SHALL HAVE A MINIMUM NET CLEAROPENABLE AREA OF 5.7 S.F. THE MINIMUM NET CLEAROPENABLE HEIGHT DIMENSION SHALL BE 24". THEMINIMUM NET CLEAR OPENABLE WIDTH DIMENSIONSHALL BE 20". WHEN WINDOWS ARE PROVIDED AS AMEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE AFINISHED SILL HEIGHT NOT MORE THAN 44 INCHESABOVE THE FLOOR.SUB-FLOOR VENTILATION NOTES:CONTRACTOR TO PROVIDE & INSTALL REQ'D NET FREEVENTILATION:NEW SUB-FLOOR AREA:404 SF / 150 = 2.7 SFMIN. REQUIRED:2.7 / .5 SF = 6 VENTS (OR 787 SQ-INCHES)FOUNDATION VENT CALCS.:OPENINGS FOR UNDER-FLOOR VENTILATION. THE MINIMUMNET AREA OF VENTILATION OPENINGS SHALL NOT BE LESSTHAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET (0.67 M2FOR EACH 100 M2) OF CRAWL-SPACE AREA. VENTILATIONOPENINGS SHALL BE COVERED FOR THEIR HEIGHT ANDWIDTH, PROVIDED THAT THE LEAST DIMENSION OF THECOVERING SHALL NOT EXCEED ¼ INCH (6 MM). CBC 1203.3.1OPENINGS FOR UNDER-FLOOR VENTILATION SHALL BE NOTLESS THAN 1 ½ SQUARE FEET (0.135 M2) FOR EACH 25LINEAR FEET (7620 LINEAR MM) OF EXTERIOR WALL. THEYSHALL BE COVERED WITH CORROSION-RESISTANT WIREMESH WITH MESH OPENINGS NOT LESS THAN ¼ INCH (6.4MM) NOR MORE THAN ½ INCH (13 MM) IN ANY DIMENSION.CBC 1203.3.1.1 [SPCB]ATTIC VENTILATION NOTES:CONTRACTOR TO PROVIDE & INSTALL REQ'D NET FREEVENTILATION:NEW ATTIC AREA:404 SF / 150 = 2.7 SFMIN. REQUIRED: 389 SQ-INCHESQTY. (3) 2" DIA. HOLES PER STUD BAY = 9.3 SQ-INCHES389 / 9.3 = 41 BAYSNOTESA.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALCONSTRUCTION NOTESSCALE: N/AA3.3
MASTER BEDROOMMASTER BATHATTIC8'-6"
9'-0"VAULTED CEILINGBEDROOM #3BEDROOM #5BEDROOM #6MAIN HALLNEW HALLMASTER BEDCLOSET10'-0"
9'-0"1012ATTICSECTION #1SECTION #2A.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALSECTIONSSCALE: 1/4" = 1'-0"A4.1
DNDNDNDNUPDNHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEHEWPWPWPSSSWPWPSSSSS33S3S3S3S3S3S3
S3S3 SSSSSSTVSSSGFCIGFCIGFCIGFCIS3
S SSD
SDSDSDSDSDLEDLEDLEDLEDLED(E) WASHER & DRYER TO REMAIN(E)WATER HEATERS TO BEREPLACED W/TANKLESS(E)FURNACE TO REMAIN. REWORK ASREQ'D FOR NEW LAYOUTSTVFLRFFLWELECTRICAL & MECHANICAL LEGENDGASTHERMOSTATEXHAUST FAN W/ TIMER SWITCHOUTLET, DUPLEXOUTLET, 4-PLEXOUTLET, WATER PROOF, GROUND-FAULT CIRCUIT INTERRUPTERRECESSED CAN LIGHT FIXTURERECESSED CAN LIGHT FIXTURE WET-PROOF(AIR TIGHT+ RATED FOR WET LOCATIONS)RECESSED LIGHT FIXTUREHIGH EFFICACY, LEDGAS CONNECTION, PROVIDE SHUTOFF VALVE OUTSIDE FIREBOXAND WITHIN 6-FEET OF UNITTVSDCMOUTDOOR FLOOD LIGHTSCABLE TELEVISION / SATELLITE CONNECTIONCARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP (AC-DC &INTERCONNECTED)SMOKE DETECTOR W/ BATTERY BACK-UP(AC-DC AND INTERCONNECTED)DOOR BUZZER, BELL OR CHIME SHALL BEHARD WIRED @ PRIMARY RESIDENCECHIMEWLHOSE BIBB w/ SHUT OFF VALVEFSUPPLY REGISTERF = FLOOR, C = CEILING, HW = HIGH WALL,LW = LOW WALLTWPHEINTEGRAL EXHAUST FAN + LIGHT COMBO.,PROVIDE SEPARATE SWITCH CONTROLSOUTLET, GROUND-FAULT CIRCUIT INTERRUPTER W/ WATER PROOFCOVERWPGFCIGFCICENTRAL AIR VACUUM SYSTEMVACWATER LINE FOR REFRIGERATORSUPPLY REGISTERTOE SPACEWALL MOUNTED LIGHT FIXTUREENERGY STAR RATED100 CMF WHOLE HOUSE FANPLUMBING NOTESMECHANICAL NOTES1.PROVIDE BALANCING VALVE FOR TUB/ SHOWERS.2.EXTEND THE PT FROM THE WATER HEATER TO THE EXTERIOR OF THE BUILDING.3.EXTEND ALL CLEAN OUTS TO THE EXTERIOR IF MORE THAN 20'-0" TO THE CRAWL SPACE.4.ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED INTABLE 1701.1 OF THE 2016 CALIFORNIA PLUMBING CODE, CGBSC SECTION 4.303.2 & REDUCETHE OVERALL USE OF POTABLE WATER WITHIN THE BUILDING BY AT LEAST 20 PERCENT5.NEW PLUMBING FIXTURES MUST COMPLY WITH REDUCED FLOW RATES AS SPECIFIEDBELOW UNDER CALGREEN COMMENTS.6.CPC 408.2 WATER CONSUMPTION- SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF2.0 GALLONS (7.57 L) PER MINUTE MEASURED AT 80 PSI AND MUST COMPLY WITH DIVISION4.3 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGreen).7.CPC 403.6 KITCHEN FAUCETS- THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOTEXCEED 1.8 GALLONS (6.81 L) PER MINUTE AT 60 PSI. CGBSC SECTION 4.303.1.4.48.KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUTNOT TO EXCEED 2.2 GALLONS (8.32 L) PER MINUTE AT 60 PSI, AND MUST DEFAULT TO AMAXIMUM FLOW RATE OF 1.8 GALLONS (6.81 L) PER MINUTE AT 60 PSI.9.CPC 403.7 RESIDENTIAL LAVATORY FAUCETS - ON OR AFTER JULY 1, 2016, THE MAXIMUMFLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS (4.54 L)PER MINUTE AT 60 PSI. THE (MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETSSHALL NOT BE LESS THAN 0.8 GALLONS (3.03 L) PER MINUTE AT 20 PSI). CGBSC SECTION4.303.1.4.110.CPC 403.2.1 SINGLE FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED1.28 GALLONS (4.8 LITERS) WHEN TESTED IN ACCORDANCE WITH ASME A112.19.2, STANDARDFOR VITREOUS CHINA PLUMBING FIXTURES AND HYDRAULIC FIXTURES REQUIREMENTS FORWATER CLOSETS AND URINALS11.CPC 403.2.1 DUAL FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28GALLONS (4.8 LITERS) WHEN TESTED IN ACCORDANCE WITH ASME A112.19.2, STANDARD FORVITREOUS CHINA PLUMBING FIXTURES AND HYDRAULIC FIXTURES REQUIREMENTS FORWATER CLOSETS AND URINALS, AND ASME A112.19.14, STANDARD FOR SIX-LITER WATERCLOSETS EQUIPPED WITH A DUAL FLUSHING DEVICE.12.CGBSC 4.303.1.3.2 WHEN A SHOWER IS SERVED BY MORE THAN ONESHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS PERVALVE SHALL NOT EXCEED THE MAXIMUM FLOW RATE OF 2.0 GPM @ 80PSI, OR SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWEROUTLET TO BE OPERATION AT A TIME13.CGBSC 4.303.3 PLUMBING FIXTURES AND FITTINGS SHALL BE INACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) ANDSHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1OF CPC.14.SEWAGE PUMP/EJECTOR RECEIVING THE DISCHARGE OF WATERCLOSET SHALL HAVE A MIN. DISCHARGE OF 20-GALLONS PER MINUTEAND SHALL BE CAPABLE OF PASSING A 1-1/2" DIAMETER SOLID BALLAND THE DISCHARGE PIPING SHALL HAVE A BACKWARD AND GATEVALVE OF A MIN. 2-INCH DIAMETER.15.THE DISCHARGE LINE SHALL BE PROVIDED WITH AN ACCESSIBLEBACKWATER VALVE AND GATE.16.CONTRACTOR TO ENSURE ALL APPROPRIATE WATER HEATERSTRAPPING ARE INSTALLED PER CPC 508.2 AND INSULATION WITHINTHE FIRST 5-FEET17.NEW WATER HEATER TO HAVE FIRST HOUR RATING (GALLONS) OF 80,PER CPC TABLE 50118.WATER HEATER COMPARTMENT SHALL HAVE A MIN. OF 100 SQ. INCHESOF COMBUSTION AIR SUPPLY/OPENINGS DIVIDED EQUALLY, PROVIDINGHALF WITHIN TOP 12-INCHES AND HALF WITHIN THE BOTTOM 12-INCHES19.NO DOMESTIC DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTEDTO A DRAINAGE SYSTEM OR FOOD WASTER DISPOSER WITHOUT THEUSE IF AN APPROVED DISHWASHER AIR GAP FITTING ON THEDISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIR GAPSSHALL BE INSTALLED WITH A FLOOD-LEVEL (FL) MARKING AT OR ABOVETHE FLOOD LEVEL OF THE SINK OR DRAIN BOARD, WHICHEVER ISHIGHER1.MECHANICAL CONTRACTOR TO ENSURE LOCATIONS AND CALCULATIONS FOR REQUIREDCOMBUSTION AIR SERVING THE MECHANICAL ROOM NEXT TO BASEMENT TO COMPLY WITHCHAPTER 7 CMC. FURNACE AND VENTILATION SYSTEM TBD.2.HEATING AND AIR CONDITIONING SYSTEMS SHALL BE DESIGNED PER CGBSC 4.507.23.VENTILATION HEATING AND AIR CONDITIONING SYSTEMS SHALL HAVE MERV 6 FILTERS ORBETTER. CEC 150.0 (m) 12B4.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BECOVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS AT THETIME OR ROUGH INSTILLATION OR DURING STORAGE ON THE CONSTRUCTION SITE ANDUNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. CGBSC 4.504.15.CMC 402.5 BATHROOM EXHAUST FANS. [HCD 1 & HED 2] EACH BATHROOM SHALL BEMECHANICALLY VENTILATED IN ACCORDANCE WITH DIVISION 4.5 OF THE CALIFORNIAGREEN BUILDING STANDARDS CODE (CALGREEN).6.CMC 504.5 TERMINATION OF ENVIRONMENTAL AIR DUCTS. ENVIRONMENTAL AIR DUCTEXHAUST SHALL TERMINATE NOT LESS THAN 3 FEET (914 MM) FROM A PROPERTY LINEAND 3 FEET (914 MM) FROM OPENINGS INTO THE BUILDING.7.CONTINUOUSLY OPERATING EXHAUST FAN TO BE LOCATED IN THE ATTIC SPACE. SYSTEMWILL BE SIZED PER WHOLE WHOLE VENTILATION CALCULATIONS. SWITCH TO BECENTRALLY LOCATED. ALLOWS THE FAN TO BE TURNED ON WHEN BUILDING IS OCCUPIED8.CGBSC 4.506.1. BATHROOM EXHAUST FANS - EACH BATHROOM SHALL BEMECHANICALLY VENTILATED AND COMPLY WITH THE FOLLOWINGa.FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THEBUILDINGb.UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANSMUST BE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS: SHALL BECAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT,MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT, MAY BE A SEPARATECOMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN)9.AT FURNACE LOCATION PROVIDE CONTINUOUS FLOORING 24 IN. IN WIDTH ON THREE SIDESOF THE EQUIPMENT AND 30 IN. ON THE CONTROL SIDE TO SERVICE REQ'D. CONTROLS ANDVALVES (SEE ADJACENT DIAGRAM).10.PRESCRIPTIVE DUCT SIZING REQUIREMENTS FOR AIR FLOW (PER ASHRAE 62.2-2010 SECT.4.3) SHALL COMPLY WITH TABLE 4-16 OR MANUFACTURER'S DESIGN CRITERIA.11.INTERMITTENT LOCAL EXHAUST: FOR BATHROOM MIN. AIRFLOW SHALL BE 50 CFM & FORKITCHEN HOOD EXHAUST SHALL BE 100 CFM (OR ALTERNATE, PROVIDE CEILING/WALLMOUNTED EXHAUST FAN OR DUCTED VENTILATION SYSTEM THAT PROVIDES AT LEAST 5 AIRCHANGES OF THE KITCHEN VOLUME PER HOUR) PER ASHRAE 62.2-2010 SECT 4.6.5.12.CONTINUOUS OPERATING FAN: FOR BATHROOM FANS (LOCAL EXHAUST) MIN.20 CFM & FOR KITCHEN FANS 5 AIR CHANGES (ASHRAE 62.2-2010 SECT4.6.5.)13.SOUND RATING FOR FANS : LESS THAN 1 SONE FOR CONTINUOUS FANS OR 3SONE FOR INTERMITTENT FANS, UNLESS THEIR MAX RATED AIRFLOWEXCEEDS 400 CFM14.DUCT RUN FOR DRYER EXHAUST, MUST BE EQUIPPED WITH A BACKDRAFTDAMPER WITH NO SCREEN, DUCT LIMITED TO 14-FEET IN LENGTH WITH TWO90 DEGREE ELBOWS FROM DRYER TO POINT OF TERMINATION. REDUCE THISLENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO. CMC 504.415.FOR NEW FURNACE & TANKLESS WATER HEATER LOCATED IN ATTIC: PROVIDEA MIN. ATTIC SPACE ACCESS OF 22-INCH BY 30-INCH, LOCATE FURNACEWITHIN 20-FEET OF OPENING, PROVIDE SOLID FLOORING NOT LESS THAN24-INCHES WIDE FROM THE ENTRANCE OPENING TO FURNACE, PROVIDE AMIN. 30-INCH BY 30-INCH LEVEL SERVICE SPACE IN FRONT OF FURNACE,PROVIDE A RECEPTACLE OUTLET AND LIGHT FIXTURE NEAR THE APPLIANCEWITH THE SWITCH CONTROLLING THE LIGHTING FIXTURE LOCATED AT THEENTRANCE TO THE PASSAGEWAY16.FOR NEW TANKLESS WATER HEATER LOCATED IN ATTIC: PROVIDE AWATER-TIGHT PAN OF CORROSION-RESISTANT MATERIALS SHALL BEINSTALLED BENEATH THE WATER HEATER WITH A MIN. 3/4-INCH DIAMETERDRAIN TO AN APPROVED LOCATION17.WHERE COMBUSTION APPLIANCES OR SOLID-FUEL BURNING APPLIANCESARE LOCATED INSIDE THE PRESSURE BOUNDARY, THE MAXIMUM ALLOWABLENET EXHAUST FLOW OF THE TWO LARGEST EXHAUST FANS SHALL NOTEXCEED 15 CFM PER 100 SQ. FT. OF OCCUPIABLE SPACE, WHEN OPERATINGAT FULL CAPACITY. IF THE DESIGNED TOTAL NET FLOW EXCEEDS THIS LIMIT,THE NET EXHAUST FLOW MUST BE REDUCED BY REDUCING THE EXHAUSTFLOW OR PROVIDING COMPENSATING OUT-DOOR AIRFLOW (NOTE: IFMAKE-UP AIR FAN IS INSTALLED IT MUST BE ELECTRICALLY INTERLOCKEDWITH LARGEST EXHAUST FAN). ASHREA 62.2, SECTION 6.4.18.PROVIDE MECHANICAL SUB-FLOOR VENTILATION SYSTEM, VERIFY ALLREQ'TS W/OWNERWHOLE -BUILDING VENTILATION REQUIREMENT CALCULATIONS:Qfan = 0.01 x Afloor + 7.5(Nbr + 1)Qfan =0.01 x 2,464 sq.ft. + 7.5(4+1)Qfan =24.64 + 37.5 = 62.1462.14 CFM MIN. VENTILATION RATEGENERAL NOTES:1.ELECTRICAL PLANS IS A SUGGESTED LAYOUT. CONSULT WITH OWNER FOR SPECIALTY ELECTRICAL FEATURES SUCH AS CENTRALVACUUM SYSTEM, INTERCOM, SECURITY SYSTEM, OUTLETS, CABLE TELEVISION, PHONE OUTLETS, SPECIAL LIGHTING, ETC. PRIOR TOCONSTRUCTION.2.EXTERIOR RECEPTACLES MUST BE WITHIN 6'-6" OF GRADE.3.A DEDICATED 20 AMP CIRCUIT SHALL BE PROVIDED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLYANY OTHER RECEPTACLES, LIGHTS, FANS, ETC.4.EXTERIOR OUTLETS SHALL BE GROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.) AND WATERPROOF5.ALL ELECTRICAL OUTLETS SHALL BE LOCATED WITH A DIMENSION TO THE BOTTOM OF THE BOX UNLESS NOTED OTHERWISE. ALLELECTRICAL OUTLETS SHALL BE 12" ABV. THE SUB FLOOR6.ALL ELECTRICAL AND MECHANICAL FIXTURES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS7.OUTLETS LOCATED OVER COUNTERS SHALL BE 2" ABOVE THE HEIGHT OF THE SPLASH TO THE BOTTOM OF THE BOX MOUNTED HORIZ.TYP., OR 6" WHERE SPLASH IS TO USED UNLESS OTHERWISE NOTED8.PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (G.F.C.I.) FOR ALL OUTLETS INSTALLED IN BATHROOMS, GARAGES, OUTDOORS, ANDAREAS WHERE WATER MAY BE PRESENT.9.PROVIDE MIN. ONE SEPARATE CIRCUIT TO LAUNDRY APPLIANCE PER N.E.C. 220- 4(B).10.PROVIDE MIN. TWO SEPARATE 20 AMP/ CIRCUITS FOR SMALL KITCHEN APPLIANCES PER N.E.C. 220-4(B).11.UNDER CABINET FLUORESCENT LIGHTS SHALL BE SWITCHED TOGETHER12.A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 25 CFM / 25 UNIT SHALL BE PROVIDED IN ANY BATHROOMCONTAINING A BATHTUB, SHOWER OR SIMILAR BATHING UNIT, AS PER CMC TABLE 4-413.INSTALLATION INSTRUCTION FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD AT TIME OF INSPECTION14.PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH BACK DRAFT DAMPER.15.CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND FOUR-PRONG OUTLET ARE REQUIRED FOR DRYERS AND COOKING UNITS.16.WATER HEATER TEMPERATURE/ PRESSURE RELIEF VALVE SHALL BE ATTACHED TO A PIPE WHICH RUNS OUTSIDE THE BUILDING WITHTHE END OF THE PIPE BETWEEN 6 AND 24 INCHES ABV. GRADE AND POINTED DOWN.17.WATER HEATER SHALL BE SECURED TO RESIST EARTHQUAKES WITH ONE STRAP AT THE LOWER ONE-THIRD OF VERTICAL DIMENSIONWITH THE LOWER STRAP A MIN. OF 6" ABV. THE CONTROLS18.ALL RECESSED LUMINARIES, IN INSULATED CEILINGS, MUST BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER AND MUST BECERTIFIED AIRTIGHT. (CAN LIGHTS TO BE IC, AIRTIGHT RATED.)19.RECESSED CAN LIGHTS TO BE UL LISTED AND APPROVED, IC AND AIRTIGHT RATED.20.PROVIDE SEPARATE CIRCUITS FOR: DISPOSAL, DISHWASHER, FAU, (2) 20 AMP SMALL APPLIANCES, 20 AMP FOR BATH AND 20 AMPFOR LAUNDRY ROOMS, FOR JACUZZI MOTOR.21.ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILARROOMS OR AREAS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER PER CEC 210.12.22.SMOKE ALARMS: CRC R314 INSTALL SMOKE ALARMS IN EACH SLEEPING ROOM; OUTSIDE EACH SEPARATE SLEEPING AREA IN THEIMMEDIATE VICINITY OF THE BEDROOM; AND ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND HABITABLEATTICS.23.SMOKE ALARMS/DETECTORS SHALL BE INSTALLED THE FOLLOWING DISTANCE FROM A PERMANENTLY INSTALLED COOKINGAPPLIANCE: 20-FEET FOR IONIZATION (10-FEET WITH HUSH BUTTON) OR 6-FEET FOR PHOTOELECTRIC24.CEILING MOUNTED SMOKE DETECTORS SHALL BE 110V HARDWIRED WITH BATTERY BACKUP, AS REQUIRED BY CRC R314.3 SMOKEDETECTORS SHALL BE INTERCONNECTED AS PER, SO THAT ONE ALARM ACTIVATED WILL SOUND ALL ALARMS IN THE DWELLING UNIT.25.CARBON MONOXIDE ALARMS: CRC 315 INSTALL CO ALARMS OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THEIMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS26.CPC 504.3.2 UNLISTED WATERHEATERS SHALL BE INSTALLED WITH A CLEARANCE OF 12 INCHES (305 MM) ON ALL SIDES AND REAR.COMBUSTIBLE FLOORS UNDER UNLISTED WATER HEATERS SHALL BE PROTECTED IN AN APPROVED MANNER. [NFPA 54:10.28.2.2]27.CPC 507.2 WATER HEATERS SHALL BE ANCHORED OR STRAPPED OR RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKEMOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE THIRD (1/3) AND LOWER ONE-THIRD (/) OF ITS VERTICALDIMENSION. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES (102 MM) SHALL BE MAINTAINED ABOVE THECONTROLS WITH THE STRAPPING.28.CPC 507.3 WATER HEATER SUPPORTED FROM THE GROUND SHALL REST ON LEVEL CONCRETE OR OTHER APPROVED BASEEXTENDING NOT LESS THAN THREE (3) INCHES (76 MM) ABOVE THE ADJOINING GROUND LEVEL.29.CMC 904.10 ACCESS. AN ATTIC/UNDER-FLOOR SPACE IN WHICH AN APPLIANCE IS INSTALLED SHALL BE ACCESSIBLE THROUGH ANOPENING AND PASSAGEWAY AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE, AND NOT LESS THAN 22 INCHESX 30 INCHES.30.PROVIDE APROVED, LISTED A PRESSURE LIMITING DEVICE, TEMPERATURE LIMITING DEVICE, TEMPERATURE/ PRESSURE/ VACCUMRELIEF DEVICES. [NFPA 54:10.28.3] CPC 504.4, [NFPA 54:10.28.4] CPC 504.5, [NFPA 54:10.28.5] CPC 504.631.ANNULAR SPACES AROUND PIPES, ELECTRICAL CABELS, CONDUITS OR OTHER OPENINGS IN PLATES OR FOUNDATIONS SHALL BEPROTECTED AGAINST RODENTS BY CLOSING THE OPENINGS WITH CEMENT MORTAR OR CONCRETE MASONRY.32.COMPLETED CF-2R-LTG-01-E FORM MUST BE PROVIDED TO THE TOWN BUILDING INSPECTOR, PRIOR TO FINAL INSPECTION.33.ALL EXTERIOR RECEPTACLES TO HAVE WATERPROOF COVERS PER CEC 210.52(E)34.SMOKE ALARMS/DETECTORS SHALL BE INSTALLED THE FOLLOWING MINIMUM DISTANCE FROM A PERMANENTLY INSTALLED COOKINGAPPLIANCE: 20-FEET FOR IONIZATION (10-FEET WITH HUSH BUTTON) OR 6-FEET FOR PHOTOELECTRIC35.THE MINIMUM DISCONNECTING MEANS FOR A SINGLE FAMILY DWELLING IS 100 AMPERES, 3 WIRE. CEC 230.79 (C)1.GARAGE, LAUNDRY ROOM, UTILITY ROOM & CLOSETS (GREATER THAN 70 SQUARE FEET)SHALL BE HIGH EFFICACY LUMINARIES AND PROVIDE MANUAL-ON/OFF CONTROLS WITHAT LEAST ONE LUMINAIRE CONTROLLED BY A VACANCY SENSOR AND ALL OTHER BASEDON INSTALLED LAMPS OR LUMINAIRE TYPE2.LUMINARIES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO ARESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGHEFFICACY LUMINARIES AND COMPLY WITH THE FOLLOWING EXCEPTIONS:·LIGHTS ARE TO BE CONTROLLED BY A MOTION SENSOR WITH INTEGRAL PHOTOCONTROL.·PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL·ASTRONOMICAL TIME SWITCH CONTROL·ENERGY MANAGEMENT CONTROL SYSTEMS (EMCS)·LIGHTING NOT ATTACHED TO THE BUILDING (I.E. LANDSCAPE LIGHTING) ARE EXEMPT.3.210.12 ARC FAULT CIRCUIT-INTERRUPTER PROTECTION:·ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYINGOUTLETS INSTALLED IN DWELLING UNIT KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVINGROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BEPROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE,INSTALLED·TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT4.ARC-FAULT CIRCUIT INTERRUPTER (NEW)·SECTION 210-12 OF THE NATIONAL ELECTRICAL CODE REQUIRES AFCI PROTECTION FORALL DWELLING UNIT BEDROOM BRANCH CIRCUITS THAT SUPPLY 120 VOLT,SINGLE-PHASE, 15 AND 20-AMPHERE RECEPTACLE OUTLETS. THIS SECTION ISAPPLICABLE TO THE FOLLOWING CONDITIONS:·THE ADDITION OF NEW BEDROOM(S)·THE EXTENSION OF EXISTING CIRCUITS TO NEW BEDROOM(S)·THE ADDITION OF NEW RECEPTACLES IN EXISTING BEDROOM(S)·CHANGE OF USE/OCCUPANCY5.210.12 ARC FAULT LOCATIONS:·-APPLIES TO 120V 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLINGUNITS. EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY,DEN, SUNROOM, BEDROOM, RECREATION ROOM, CLOSETS, HALLWAYS, LAUNDRY AREASOR SIMILAR ROOM OR AREA.·-EXCLUDES KITCHEN, BATHROOM, GARAGE. EXTERIOR AREAS, BASEMENT, ATTICS ANDFIRE ALARMS MEETING EXCEPTION NO. 2.·-SHALL BE COMBINATION TYPE TO RECOGNIZE SERIES AND PARALLEL FAULTS.6.406.12 TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS:·-APPLIES TO AREAS REQUIRED IN 210.52 125V 15 AND 20 AMP RECEPTACLES. EVERYKITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN,SUNROOM, BEDROOM, RECEPTION ROOM, OR SIMILAR ROOM OR AREA, BATHROOMS,OUTDOOR, LAUNDRY, BASEMENT, GARAGE.·-120V 15 AND 20 AMP RECEPTACLES REQUIRED BY SECTION 210.52 INSTALLED INDWELLING UNITS SHALL BE LISTED AS "TAMPER RESISTANT."·-EXCLUDES INDOOR RECEPTACLES ABOVE 5'6", RECEPTACLES NOT READILYACCESSIBLE IN KITCHENS, AND OUTDOOR LOCATIONS ABOVE 6'6".LIGHTING NOTESALL INDOOR + OUTDOOR LIGHTING MUST BE HIGH EFFICACY AND MEET NEW REQUIREMENTS - FOR ADDITIONAL INFORMATION SEE CHARTS BELOW, INDOORLIGHTING REQ'TS: LUMINAIRES, SPACES + LIGHTING CONTROLSNEW LIGHTING REQUIREMENTS3SDSWITCH, SINGLE POLEVS = VACANCY SENSOR, T = TIMERSWITCH, 3-WAY POLEVS = VACANCY SENSORDIMMER POLE SWITCHVS = VACANCY SENSORTELEPHONE/DATA LINE CONNECTIONETHERNET LINE CONNECTION (CAT 6)COLD AIR RETURNIN WALLC.A.R.FLOOR OUTLET W/ COVER PLATEFLRVERTICAL ROPE LIGHT IN CABINETUNDER CABINET PUCK LIGHTCABLE LIGHTTRACK LIGHTCEILING FANSURFACE MOUNTED LIGHT FIXTUREUNDER CABINET LED LIGHTSWPADWATER PRESSURE ABSORBING DEVICEACCESSIBLE GAS SHUTOFF VALVE OUTLET, WINDOW TREATMENTSWTEAVEEAVE OUTLETLEDSURFACE MOUNTED LED LIGHTINGFIXTUREFIRST FLOOR MEP PLANA.P.N. 532-07-113FULCHER
432 LOS GATOS BLVD
LOS GATOS
CALIFORNIA
95032LAUREN FULCHERLAUREN.D.FULCHER@GMAIL.COM630.805.1962JUNE 10, 2020HPC SUBMITTALJULY15, 2020PROGRESS SETSEPT 21, 2020BLDG SUBMITTALMECHANICAL + ELECTIRCALSCALE: 1/4" = 1'-0"ME-1
HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3BB-RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD23158 - # 414 - # 413 - # 418 - # 419-3/420-5/811# 4 (min) @ 4" OC16 - # 4# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15 - # 4HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD8 - # 410 - # 419-3/420-5/8# 4 (min) @ 4" OC# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15 119 - # 411 - # 412 - # 41-1/8-STD-13-191-1/8-HS-20-301-1/8-STD-14-201-1/8-HS-20-30Rod DiaRod GradeAnchoragePanel12,3UAModel456a1 C a2C 78" - 10'78" - 13'14' - 20'78" - 13'14' - 20'1-1/8 HSSTD HSSTD HSSTD20HFX-12x132014HFX-15x, 18xHFX-15x, 18xBalloonHFX-21x, 24xHFX-21x, 24xBalloon1-1/8-STD-14-201-1/8-HS-23-341-1/8-HS-20-30HFX-9x142320Height301930202034301-1-2018HFX1DATE:ANCHORAGE DETAILS - HFX PANELSTHIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIREDFOR PLAN SUBMITTAL WITH HARDY FRAME PRODUCTSREVISIONSDATE1. DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION17.2.3.4.3.2. STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITHDOUBLE NUTS ON THE EMBED END.3. HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITHDOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING ORGRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OFTHE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)5. CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THEFOOTING OR GRADE BEAM.6. CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONTAND THE BACK FACE OF THE FOOTING OR GRADE BEAM.7. SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FORNEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FORUA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.8. FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED ATSTEM WALLS. SHEAR TIES ARE NOT REQUIRED FORINSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATIONON WOOD FRAMING, OR FOR IRC BRACED WALL PANELAPPLICATIONS.9. STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE ANDSPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FORLAYOUT PATTERNS.10. CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,SECTION 17.7.1 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - BB - RAROD GRADE"BACK TO BACK" INSTALLATIONREINFORCED ANCHORAGEROD DIAMETERREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - RAROD GRADEREINFORCED ANCHORAGEROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - 14 - 20ROD GRADEEMBEDMENT DEPTH ( )END & EDGE DISTANCE ( & )ROD DIAMETERa1leCa2le&C2-3/4" FORPANEL ONCONCRETE A18-3/4"15-3/4"12-3/4"9-3/4"8-1/2"5-1/2"1-3/4"2-5/8"9"12"15"18"21"24"HFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x AHFX-18xHFX-9xHFX-21xAABBAABB A ABB7 EQSPAHFX-24x5 EQSPA4 EQSPAHFX-18xHFX-9xHFX-12xHFX-15xHFX-21xHFX-24x3 EQSPA4 EQSPAAB BA A AAABBBBAAA AAA ABB B BBBA2 EQSPAKEY3 EQSPA4" Min. 2'-6"Ca1Ca226" MinCa2Ca222" MinCa2Ca2Ca2Ca1Ca1Ca1Min. 2'-6"le + 1"7 34"1"RADIUS7 34"1"RADIUS135° BEND135° BEND2 12" (Min) Over-LapLENGTH(1A/HFX1)RADIUS:# 3 = 3 14" Min# 4 = 4 14" Min16"13" Min15" Max9" Min11" MaxLENGTH(1A/HFX1)RADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-LapLENGTHRADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-Lap B A BHFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x7-1/2"10-1/2"12"15"18"21" Length NOT REQUIRED WHENSHEAR TIES79.5" - 8'TOP OF CONCRETEA = 2-1/2" o.c.B = 1-1/4" ea Side of HDKEYA = 3" o.c.B = 1-1/2" ea Side of HDA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. le - 3"C. le per TableD. le + 7"E. CL = 10" Min, 12" MaxF. 2'-2" (Min)G. ±1" From Top of Concreteto CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" (Min) UNO by EORK. Stirrups per TableL. Ca1 per Table 4" A B C F E A B C D F E DCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (12" MIN WIDTH)EXTERIOR SLABINTERIOR SLABCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLABSTEM WALL @ OUTSIDE CORNERCURB @ OUTSIDE CORNERCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E CA. #4 (Min) Longitudinal RebarTop and Bottom by EORB. 12" MinC. 15" MinD. 22" MinE. CL = 6" Min, 8" MaxF. 1'-10" (Min)G. ±1" From Top of Concreteto CL of Shear TieH. 1" CL @ Upper Two TiesI. Shear Ties per TableJ. 2'-6" Min UNO by EORK. Stirrups per TableL. Ca1 per TableA. Shear Ties per UA TableB. 10" Max or per PlansC. le per TableD. Ca2 per TableE. ±1" from Top of Concreteto CL of Shear TieF. 1" CL @ Upper Two TiesG. Shear Ties per RA Tablewhen Top of Concreteis ≥8" above Top of SlabH. 12" MinI. Ca1 per Table J JHFB7 A1. ANCHORAGE IS DESIGNED FOR TENSION ANDSHEAR TRANSFER ONLY, FOUNDATION DESIGNPER EOR.2. REINFORCEMENT SHOWN IS THE MINIMUMREQUIREMENT AND IS NOT INTENDED TOREPLACE REINFORCEMENT DESIGNED BY THEEOR.3. FOR RA AND BB-RA INSTALLATIONS, THEHFXBB BOLT BRACE MAY BE PLACED ON TOPOF THE STIRRUPS WITH DOUBLE-NUTSINSTALLED AT EMBED END OF STANDARDGRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN.HFPW PLATE WASHERS ARE REQUIRED TO BEDOUBLE-NUTTED AT EMBED END OF HIGHSTRENGTH ANCHOR RODS.)4. HIGH STRENGTH ALL-THREAD RODS PROVIDEDBY HARDY FRAMES ARE STAMPED ON BOTHENDS.WidthModelModelEDGE VIEW2 - # 31 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I IEdge DistanceEnd Distance2-3/8"6-1/4"7-3/8"8-3/8"9-3/8"10-3/8"2-3/8"3-1/2"4-1/4"5"5-1/2"6"Shear Ties 7,8≥≥HFX-12xHFX-15xBBB2 EQSPAB3 EQSPAAAAA123AB1A1B2A2B3A3BHFX ANCHOR CENTERLINESIMPORTANT NOTESUA SECTIONS & ELEVATIONSUA SHEAR TIESRA SHEAR TIES & STIRRUPSRA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONSBB-RA SHEAR TIES & STIRRUPSUNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTESIMPORTANT!"RA" SPA(2A/HFX1)
REVISIONSDATEFRAMING DETAILS - HFX PANELSDATE:THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIREDFOR PLAN SUBMITTAL WITH MITEK HARDY FRAME PRODUCTS®NOTE:ATTACHMENTS TO ADJACENTTRIMMERS MAY BE MADE ATPREPUNCHED SCREW HOLES ORWITH SELF TAPPING SCREWS(#12 AT EDGES, #10 AT FACE).SECTION BSECTION AOPTIONAL INSTALLATION WITHHARDY FRAME BASEEXTENSION (HFBX) FORADJACENT FRAMINGHFBX#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(BUGLE HEAD WITH SELFDRILLING TIP SHOWN) #12 SELF-TAPPING SCREWSAT EDGE OF PANEL.(BUGLE HEAD WITH SELFDRILLING WING TIP SHOWN)BUGLE HEADWAFER HEADFLAT TRUSSMODIFIED TRUSSHEX HEADSELF DRILLING TIP SELF DRILLING WING TIP#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(HEX HEAD WITH SELFDRILLING TIP SHOWN)NOTES:A. SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANELFACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.B. ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.C. STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.D. STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL15" Width = 863-1/2HFX-15,18,21 & 24x14164-1/41-1/8HFX-15,18,21 & 24x15HFX-15,18,21 & 24x16HFX-15,18,21 & 24x17176-1/4188-1/4200-1/4 Top Screw Qty (ea)18" Width = 1021" Width = 1224" Width = 14 1Hold DownDiameter (in)HFX-15,18,21 & 24x18HFX-15,18,21 & 24x19HFX-15,18,21 & 24x20212-1/4224-1/4236-1/4Screw QtyAvailable atEdges (ea)7843-1/292-1/41-1/8HFX-12,15,18,21 & 24x9HFX-12,15,18,21 & 24x10HFX-15,18,21 & 24x11104-1/4116-1/4128-1/4 ModelNumber Net Height (in) Depth (in) 1Hold DownDiameter (in)HFX-15,18,21 & 24x12HFX-15,18,21 & 24x13140-1/4152-1/4Screw QtyAvailable atEdges (ea)56HFX-12,15,18,21 & 24x7878HFX-9x79.579-1/2 Top Screw Qty (ea) ModelNumber Net Height (in) Depth (in) 23 23PANCAKE FIXTUREAS NEEDEDINSTALLATION INSTRUCTIONS1. WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUNDWASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET(RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTSARE PROVIDED IN TABLE NOTE 1.2. INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLEVALUES.3. USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONSWITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THECOLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"(MINIMUM)4. FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE,ADJACENT KING POSTS TO BRACE THE OUT-OF-PLANE HINGE CAN BECONNECTED WITH 1/4" DIA. SCREWS THROUGH PRE-PUNCHED HOLES ATTHE PANEL EDGES.1. HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITHHARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATEWASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACHBOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THEPANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNELTHAT IS GREATER THAN 1-1/2"HFX-9x893-3/41. (A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.2. (B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED.3. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.4. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE5. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED INTHE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANYEDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BEOFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLESLARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACTMITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.11. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING OPTIONAL321. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN ANDCONNECTIONS2. 6x HEADER.3. WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLYIN THE PANEL CAVITY AS NEEDED.4. WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.1124311. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINKGROUT (MINIMUM).2. NUT AND WASHER GRADES PER TABLE NOTE 1.1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.1221. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDEDBETWEEN PANEL BASE AND TREATED PLATE.2. NUTS AND WASHERS PER TABLE NOTE 1.211. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEENPANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THEPANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE.2131. WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES.2. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGHPRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING AFILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE.4. PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESSTHAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD"LEDGER" IN PANEL CAVITY.5. CONNECTOR AND ATTACHMENT453121. CAVITY ORIENTED FOR CONNECTION ACCESS.2. NUTS AND WASHERS PER TABLE NOTE 1.3. NOMINAL 8 INCH FRAMING ABOVE (MIN).4. A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM WS SCREWS IS PERMITTED.5. FIELD INSTALLED WOOD BACKING AS NEEDED.SECTION A51432 9" Width = 512" Width = 615" Width = 818" Width = 1021" Width = 1224" Width = 14311. 1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES2. 1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3. 2x WOOD FILLER.2HFX-12,15,18,21 & 24x8HFX21-1-2018®TMTM® ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETENOTE:TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITYTOWARD THE FIXTURE BEING INSTALLED.TRIMMERSOPTIONALSOFFIT31B21A4FILLER GREATER THAN 1-1/2 IN.63BACK TO BACK INSTALLATION81125710149ABCDRAISED FLOOR HEAD-OUTINSTALLATION ON 2x PLATESTEEL BEAM ABOVE THRU-BOLTTOP PLATE CONNECTIONSINSTALLATION ON CONCRETEINSTALLATION ON NUTS & WASHERS6x HEADER ABOVE-SECTIONSTOP CONNECTION TO HEADERINSTALLATION ON CURBHFX PANELS 78 IN. THROUGH NOMINAL 13 FEETBALLOON PANELS 14 FEET THROUGH 20 FEET5a5bBA®341. STEEL BEAM PER PLANS2. ALL THREAD RODS THRU-BOLTED TO STEEL BEAM3. NUTS AND WASHERS PER TABLE NOTE 1.4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BEWELDED INSIDE TOP CHANNEL OF LOWER PANEL.5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDEDINSIDE THE TOP CHANNEL BY MANUFACTURER.125®® RAKE WALL INSTALLATION
REVISIONSDATEDATE:FLOOR SYSTEM DETAILS - HFX PANELSHFXBP24HFXBP18HFXBP12PANEL WIDTH3"NOTE:COUPLERS MAY BE USED WHEN THREADED ROD ISSUBJECT TO TENSION LOADS ONLY.HFXBP21HFXBP15NOTE: HARDY FRAME STACKING WASHERS (HFSW) ARE REQUIRED IN THE TOP OF PANELSWHEN CONNECTING TO TENSION ANCHORS FROM ABOVE. HARDY FRAME "STK PANELS"INCLUDE HFSW WASHERS PRE-WELDED IN THE TOP CHANNEL.1. HOLD DOWN TENSION ANCHORS SPECIFIED AS STANDARD GRADE (STD) MUST COMPLY WITH ASTMF1554 GRADE 36 (OR EQUAL). HOLD DOWN TENSION ANCHORS SPECIFIED AS HIGH STRENGTH (HS)MUST COMPLY WITH ASTM A 193 GRADE B7 (OR EQUAL). TENSION ANCHORS (BOTH GRADES) CONNECTTO THE UPPER AND LOWER PANELS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS. A HARDYFRAME 'HFSW" STACKING WASHER IS REQUIRED IN THE TOP CHANNEL OF THE LOWER PANEL(AVAILABLE PRE-WELDED IN A HARDY FRAME "STK" PANEL). ALTERNATE WASHERS ARE (2 EA)ROUND-FLAT OR (2 EA) SAE WASHERS AT EACH ANCHOR CONNECTION. ALTERNATE NUTS ARE 2HHEAVY HEX.2. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM) WHEN ATTACHING DIRECTLYTO THE COLLECTOR AND 4-1/2" (MINIMUM) WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.3. 1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 4-1/2" (MINIMUM) AT CONNECTIONS TOFLOOR SYSTEMS AND BEAMS BELOW.4. 1/4" DIAMETER SCREWS ARE REQUIRED AT THE EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2 INCH ABOVE.®®± 1 1/2"®53146421536541236254354®11NOTE:INSTALLATIONWITHOUT HARDYFRAME BEARINGPLATE (HFXBP) ISNOT PERMITTED.4®®1. ACCESS HOLE LOCATED AT EDGE OF POST.2. NUTS AND WASHERS PER TABLE NOTE 1.3. PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI STRENGTH NON-SHRINK GROUT (MIN).1231. FLOOR SHEATHING NOTCHED, INSTALL PANEL ONWOOD PLATE.2. 15# FELT OR EQUIVALENT RECOMMENDEDBETWEEN PANEL BASE AND TREATED MUDSILL.3. NUTS AND WASHERS PER TABLE NOTE 1.13®51231. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME PANEL DIRECTLY ON RIM.3. NUTS AND WASHERS PER TABLE NOTE 1.4. 1/4" x 4-1/2" (MINIMUM) WS SCREWS THROUGH BOTTOM OF PANEL MINIMUM QUANTITY PER TABLE.5. USP MP4F CONNECTORS125343154®243"3"3"3"3" 3" 3"3"3"3"142632542®231343-1/2HFX-12,15,18,21 & 24x892-1/41-1/8HFX-12,15,18,21 & 24x9HFX-12,15,18,21 & 24x10HFX-15,18,21 & 24x11104-1/4116-1/4128-1/4HFX-15,18,21 & 24x12HFX-15,18,21 & 24x13140-1/4152-1/456Screw Quantity12" Width 615" Width 818" Width 1021" Width 1224" Width 14 Top (ea) 6 8101214 Bott (ea) ModelNumber Net Height (in) Depth (in) 1Hold DownDiameter (in)Screw QtyAvailable atEdges (ea) 2 3 4PanelPOST (HFP)POST (HFP)HARDY FRAME ®HARDY FRAME ®HARDY FRAME ®POST (HFP)HFX31-1-20181. STEEL BEAM PER PLANS2. HOLD DOWN ALL THREAD RODS THRU-BOLTED TOBOTTOM FLANGE OF STEEL BEAM.3. NUTS AND WASHERS AT PANEL BASE PER TABLENOTE 13®®®TMTM®NOTES:A. INSTALLATION WITHOUT HARDY FRAME BEARINGPLATE (HFXBP) IS NOT PERMITTED.B. COUPLERS MAY BE USED WHEN THREADED ROD ISSUBJECT TO TENSION LOADS ONLY.NOTES:A. CHECK WALL HEIGHT, HARDY FRAME BEARINGPLATES BELOW THE PANEL BASE OR CUSTOM HEIGHTPANELS ARE AVAILABLE TO AVOID FILLERS GREATERTHAN 1-1/2".B. FOR MAXIMUM ALLOWABLE VALUES INSTALL PANELON CONCRETE2®1. WITH HOLES PRE-DRILLED FOR 1-1/8" DIA.TENSION ANCHORS, INSTALL A SOLID 4x (MINIMUM) RIM INFLOOR SYSTEM AT PANEL LOCATION. ALLOWABLE VALUE TABLES ASSUME THE RIM IS ENGINEERED WOODPRODUCT (EWP).2. NOTCH FLOOR SHEATHING THEN INSTALL HFXBP ON RIM WITH 6 EACH 1/4"X4-1/2" (MIN) "WS" SCREWS ATEACH END.3. PLACE PANEL ON HFXBP.4. WHEN STACKING PANELS, INSTALL "HFSW" STACKING WASHERS IN THE TOP CHANNEL OF THE LOWERPANEL. CONNECT LOWER TO UPPER PANELS WITH TENSION ANCHORS (GRADE PER PLANS) AND SECUREAT BOTH ENDS WITH HARDENED ROUND WASHERS AND GRADE 8 NUTS TO BE SNUG TIGHT. HARDY FRAME"STK" PANELS THAT INCLUDE "HFSW" STACKING WASHERS PRE-WELDED IN THE TOP CHANNEL AREAVAILABLE,5. WHEN MORE THAN 12 SCREWS ARE REQUIRED FOR THE BOTTOM CONNECTION OR JOINTS IN FRAMINGMEMBERS OCCUR AT SCREW LOCATIONS, INSTALL ADDITIONAL 1/4"x4-1/2" WS SCREWS THROUGH THE BASE OF PANEL WHERE THEY ALIGN WITH HOLES IN THE HFXBP.6. FOR STANDARD WALL HEIGHTS, INSTALL A 2x FILLER ABOVE PANEL (DTL 5/HFX2). FOR FILLERS GREATERTHAN 1-1/2 IN. SEE DETAIL 6/HFX2.NOTE: INSTALLATIONS MAY VARY WITH JOB SPECIFIC CONDITIONS AND/OR SPECIFICATIONS1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. NUTS AND WASHERS PER TABLE NOTE 1.4. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.5. USP MP4F CONNECTORS.®41. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME STACKING WASHER (HFSW) AT TOPOF PANEL REQUIRED WHEN CONNECTING TOTENSION ANCHOR FROM ABOVE.4. 1-1/8 IN. DIA HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP MP4F CONNECTORS.8PYRAMID STACK6®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME PANEL DIRECTLY ON RIM.3. HARDY FRAME STACKING WASHER (HFSW) AT TOPOF PANEL REQUIRED WHEN CONNECTING TOTENSION ANCHOR FROM ABOVE.4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP MP4F CONNECTORS.®®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME STACKING WASHER (HFSW) AT TOPOF PANEL REQUIRED WHEN CONNECTING TOTENSION ANCHOR FROM ABOVE.4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP MP4F CONNECTORS.7STACK @ OS CORNER6STRAIGHT STACK®®®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. USP POST CAP AND POST BASE.4. NUTS AND WASHERS PER TABLE NOTE 1.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PERTABLE.5CRIPPLE WALL1. WOOD BEAM PER PLAN.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME BEARING PLATE (HFXBP) OR BEARINGPLATE WASHER AT UNDERSIDE OF BEAM SIZED TOLIMIT CRUSHING FROM TENSION ANCHOR FORCES.4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.®®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.4. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.5. USP MP4F CONNECTORS.®®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME STACKING WASHER (HFSW) AT TOP OFPANEL REQUIRED WHEN CONNECTING TO TENSIONANCHOR FROM ABOVE.4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP MP4F CONNECTORS.®®®1. 4x (MIN) RIM, ALLOWABLE VALUE TABLES ASSUMEENGINEERED WOOD PRODUCT.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME STACKING WASHER (HFSW) AT TOP OF PANEL REQUIRED WHEN CONNECTING TO TENSIONANCHOR FROM ABOVE.4. 1-1/8" DIA. HOLD DOWN, HFSW AND N&W PER TABLENOTE 1 ARE PROVIDED IN HARDY FRAME HFTC KIT.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP MP4F CONNECTORS.PANEL WIDTH PANEL WIDTHPANEL WIDTHPANEL WIDTH1POST ON N&W2RAISED STEM WALL3RAISED BEARING PLATE4RAISED-OS CORNER14DROP BM - FL SYSTEM13STEEL BM THRU-BOLT12WOOD BM THRU-BOLT11HFP POSTS BELOW®®109STAGGERED THRU-BOLT STAGGERED-HFP POSTABCTHIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIREDFOR PLAN SUBMITTAL WITH MITEK HARDY FRAME PRODUCTS®®®®1225131. DROP BEAM WITH FLOOR JOIST ABOVE PER PLAN.2. NOTCH FLOOR SHEATHING THEN INSTALL HARDYFRAME BEARING PLATE (HFXBP) AND PANEL PERINSTALLATION NOTES 3-6, DETAIL B/HFX3.3. HARDY FRAME BEARING PLATE (HFXBP) OR BEARINGPLATE WASHER AT UNDERSIDE OF BEAM SIZED TOLIMIT CRUSHING FROM TENSION ANCHOR FORCES.4. NUTS AND WASHERS PER TABLE NOTE 1.5. 1/4" x 4-1/2" (MIN) WS SCREWS, QUANTITY PER TABLE.6. USP CONNECTORS®®56INSTALLATION ON FLOOR SYSTEMS WITH HARDY FRAME BEARING PLATE (HFXBP)®