approved plans_10Site Plan
Scale: 1/8" = 1'-0"
S 0 00 00 E 120.00'
Limit of 10' SDE
N 90 00 00 W124.57'
Limit of 10' PUE
20'-0 1/8"take out window at upper
floor bath-add sklylight
Line of Fdn
Line of bay window(cantilever out
from Fdn)
Pantry
dw
sink
ref cooktop ovens28'-11"
5'-8 7/8"
5'-0"
DECK
Level @ 52.5'
Firepit
5'-8 3/4"16'-0"PC
PC
10'-0" PUE
PC
provide drainage swale parallel
to property line - Min 1.5%
Slope away from foundation-Min
2% for the first 5'
Drainage pattern added
PC
indicates existng drainage
pattern (to remain unaltered)PC
Drainage Notes:
1. Provide min 2% slope away from new foundations for the first 5''
2. New drainage swale to be created along interior property line (right side). Swale to
flow an min 1.5% slope towards drainage easement (at rear of property).
3. No concentrated drainage flow permitted accross Public right of way .
4. Direct all drainage to remain on site (not to neighbor's property).
5. Direct all drainage through landscaped areas (where possible) before public street.
6.Install splashblocks at all downspouts and direct all runoff away from bldg.
7. Any existing downspouts that connect directly to the storm drainage system shall
be diconnected and directed (via splash blocks) toward landscaped areas (and away from house)
PC
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
Indicates downspout with
Splash block-Typ
PCDS/Splash BlkDS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
GASGASGASGASGAS
E E E E
Existing gas/power utilities
(underground)PC Upgrade existing elec panel to
200 amps Existing gas meter (to remain)CWCWCWCWExisting water line (to remain)
PC
PC2
Spot elev @ 50.5'
Spot Elev at 48.3'
Spot Elev @ 48.4'
Spot Elev @ 49.8'
Existing pool to be completely removed and filled in with
engineered fill under the direction of the Project
Geotechnical Engineer. (Wayne Ting & Associates).
Wayne Ting & Associates to provide documentation to City
of Cupertino certifying that the pool was filled in per their
recommendations
PC2
0 8 12 16 20 24 FT
Approximate location of existing sanitary sewer line
Field verify existing sewer lateral is 4" min-if not, replace
with new 4" diameter line-Contact Cupertino Sanitary District
to obtain permit
SS
SS
SS
SS
Provide Clean out and
backflow preventer-See
details 9 and 10 on A1
PC
Cupertino Sanitary District Notes
Property line clean-out shall be within 5' of front
property line. Cleanout shall be the same diameter
as the street portion of the service lateral
An approved backflow device us required. The backflow device
will be inspected to verify existance and serviceability by a
District Inspector at the time of video inspection. District to
provide written notifcation upon completion of insepction.
Cupertino Sanitary District Final (CCTV) Inspection and approval
of the new property line clean out, point of connection, ad District
lateral is required prior to clearance for City of Cupertino Final
Inspection. Owner must allow District at least 48 hours notice to
schedule a District Inspector for a video inspection. District to
provide Building Dept with written notification upon completion
of inspection.
Storm water surface or roof drains, other general surface water runoff
or condensation from any residential HVAC equipment shall not be
discharged to the sanitary sewer.PC
PC2
Note: The proposed deck and firepit and other on-site
improvements shall not block the drainage flow within
the 10' storm drainage easement (SDE), the 10'
SDE is intended to convey surface draingae
waay from adjacent property.PC2
53.8'53.4'53.3'53.7'53.2'53.0'
FF @ 52.8'
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilySite PlanPC 12 October 2018
PC
PC2 15 March 2019
Site Plan
Scale: 1/8" = 1'-0"
S 0 00 00 E 120.00'
Limit of 10' SDE
N 90 00 00 W124.57'
Limit of 10' PUE
20'-0 1/8"take out window at upper
floor bath-add sklylight
Line of Fdn
Line of bay window(cantilever out
from Fdn)
Pantry
dw
sink
ref cooktop ovens28'-11"
5'-8 7/8"
5'-0"
DECK
Level @ 52.5'
Firepit
5'-8 3/4"16'-0"PC
PC
10'-0" PUE
PC
provide drainage swale parallel
to property line - Min 1.5%
Slope away from foundation-Min
2% for the first 5'
Drainage pattern added
PC
indicates existng drainage
pattern (to remain unaltered)PC
Drainage Notes:
1. Provide min 2% slope away from new foundations for the first 5''
2. New drainage swale to be created along interior property line (right side). Swale to
flow an min 1.5% slope towards drainage easement (at rear of property).
3. No concentrated drainage flow permitted accross Public right of way .
4. Direct all drainage to remain on site (not to neighbor's property).
5. Direct all drainage through landscaped areas (where possible) before public street.
6.Install splashblocks at all downspouts and direct all runoff away from bldg.
7. Any existing downspouts that connect directly to the storm drainage system shall
be diconnected and directed (via splash blocks) toward landscaped areas (and away from house)
PC
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
Indicates downspout with
Splash block-Typ
PCDS/Splash BlkDS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
DS/Splash Blk
GASGASGASGASGAS
E E E E
Existing gas/power utilities
(underground)PC Upgrade existing elec panel to
200 amps Existing gas meter (to remain)CWCWCWCWExisting water line (to remain)
PC
PC2
Spot elev @ 50.5'
Spot Elev at 48.3'
Spot Elev @ 48.4'
Spot Elev @ 49.8'
Existing pool to be completely removed and filled in with
engineered fill under the direction of the Project
Geotechnical Engineer. (Wayne Ting & Associates).
Wayne Ting & Associates to provide documentation to City
of Cupertino certifying that the pool was filled in per their
recommendations
PC2
0 8 12 16 20 24 FT
Approximate location of existing sanitary sewer line
Field verify existing sewer lateral is 4" min-if not, replace
with new 4" diameter line-Contact Cupertino Sanitary District
to obtain permit
SS
SS
SS
SS
Provide Clean out and
backflow preventer-See
details 9 and 10 on A1
PC
Cupertino Sanitary District Notes
Property line clean-out shall be within 5' of front
property line. Cleanout shall be the same diameter
as the street portion of the service lateral
An approved backflow device us required. The backflow device
will be inspected to verify existance and serviceability by a
District Inspector at the time of video inspection. District to
provide written notifcation upon completion of insepction.
Cupertino Sanitary District Final (CCTV) Inspection and approval
of the new property line clean out, point of connection, ad District
lateral is required prior to clearance for City of Cupertino Final
Inspection. Owner must allow District at least 48 hours notice to
schedule a District Inspector for a video inspection. District to
provide Building Dept with written notification upon completion
of inspection.
Storm water surface or roof drains, other general surface water runoff
or condensation from any residential HVAC equipment shall not be
discharged to the sanitary sewer.PC
PC2
Note: The proposed deck and firepit and other on-site
improvements shall not block the drainage flow within
the 10' storm drainage easement (SDE), the 10'
SDE is intended to convey surface draingae
waay from adjacent property.PC2
53.8'53.4'53.3'53.7'53.2'53.0'
FF @ 52.8'
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilySite PlanPC 12 October 2018
PC
PC2 15 March 2019
Area '1' = 24.33' x 30.25' =
742 SF
Area '2' = 25' x 43' = 1,075
SF
Area '4' = 4' x 23.33' =93
SF
Main Level Floor Area Summary
Area '1' = 742 SF
Area '2' = 1,075 SF
Area '3' = 7 SF
Area '4' = 93 SF
Subtotal = 1,917 SF
Area '5' = <10 sf>
Total ML = 1,907SF
Area '3' = 0.7' x 9.42' = 7
SF
Area '5' 7.84' x 1.25' =10
SF
Existing Main Level Area Diagram
Scale: 1/8" = 1'-0"
4'-0"12'-0"Pantry
dw
sink
ref cooktop ovens
sink
Area 'A' = 26.92' x 5.7' =
153 SF
Area 'B' = 2.7' x 30.5' = 82
SF
Area 'C' = 3' x 25.42' = 75
SF
Area 'D' = 3.42' x 9.5' = 32
SF
Area 'E' = 28.8' x 16' = 460
SF
Area 'F' = 17.2' x 5.75' =
99 SF
Area 'G' = 2' x 11' = 22 SF
Area 'H' = 7.25' x 1.25 = 10
SF
Area 'I' = .7' x 11.1' = 8 SF
Main Level Addition Floor Area Summary
Area 'A' = 153SF
Area 'B' = 82 SF
Area 'C' = 75 SF
Area 'D' = 32 SF
Area 'E' = 460 SF
Area 'F' = 99 SF
Area 'G' = 22 SF
Area 'H' = 10 SF
Area 'I' = 8 SF
Total Addition
= 941 SF
Main Level Additon Floor Area Diagram
Scale: 1/8" = 1'-0"
4'-0"12'-0"Pantry
dw
sink
ref cooktop ovens
sink
2nd Floor Equivilent - See
Section A on A6
Area = 58' x 3.3' = 191 SF
Floor Area Summary
Existing House
Main Levels = 1907 SF
Upper Level= 1114 SF
Total Existing = 3,021 SF
Proposed Addition = 841 SF
2nd Floor Equivilent = 191 SF
Total FAR 4053SF
Lot Area (per Survey)= 10,723
FAR = 37.8% OK
2nd Floor Equivilent Diagram
Scale: 1/8" = 1'-0"
PC
PC
Area '1' 25' x 16.25' =
406 SF
Area '2' = 29' x 24.5' =
708 SF
Upper Level Floor Area Summary
Area '1' = 406 SF
Area '2' = 708 SF
Total UL = 1,114 SF
Upper Level Floor Area Diagram
Scale: 1/8" = 1'-0"
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyFloor Area DiagramsPC 12 October 2018
PC
PC2 15 March 2019
Upper Level Floor Plan
Scale: 1/4" = 1'-0"
29'-0 1/2"8 1/2"16'-3"24'-6 1/2"4'-0"25'-0 1/2"40'-9 1/2"Hall
Master Bedroom
Master Bath
Bedroom 2
Bedroom 3 Bedroom 4
Bath 2
Existing Main Level Floor Plan
Scale: 1/4" = 1'-0"
29'-9"7'-2"16'-1"
4'-0"24'-8"24'-4"30'-6"20'-6"51'-0"53'-0"8'-0"19'-8"23'-4"B C D E F G
1
2
3
4
5
6
7
8
9
Existing Wall to remain
Existing Wall to be removed
New Construction
Wall Legend
New Floor Area
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyExisting Floor PlansPC 12 October 2018
PC
PC2 15 March 2019
B C D E F G
1
2
3
4
5
6
7
8
9
Proposed Floor Plan
Scale: 1/4" = 1'-0"
Dn 5 R
UP 9R (ex) to upper level (ex)
Kitchen
Family Room
Dining
Powder
Entry
Living
Hall
Line of ridge above
Fireplace
16' La Cantina door system
1
2
3
4
5
A
B
C
D
11'-8"17'-1 3/4"3'-2"
31'-11 3/4"5'-9"4'-10 7/8"14'-4 1/2"8'-11"24'-0 7/8"2'-0"10'-7 7/8"47'-4 3/8"5'-9"8'-0"13'-9"6'-1 3/4"20'-9"
29'-10 3/4"3'-5 1/8"
33'-3 7/8"
3'-0"6'-6 3/4"6'-0"
15'-9 1/4"
6
7
HDU2
HDU2
sky
sky
sky8'-0"Verify fireplace dimension with
owner prior to framing
2'-0"
see firepalce elevation for furring
at this wall10'-9 1/4"1'-4"
31'-11 3/4"
Min 5/8" type 'x' gyp bd from sill
to top plate of common wall
between house and garage
PC
PC
5 steps from porch to grade
(Max riser = 7.75" and min
Tread = 12")
PC
PC
No water closet shall be set closer than 15" from its centerlie to a side wall or
obstruction nor closer than 30" (center to center) to a similar fixture. The
clear space in fromt of a lavatory, water closets or bidet shall not be less
tham 24" per CPC 402.5
Heat N Glo MEzzo Series fireplace
IAMPO approved Ref No GMK-10222
If other fireplace is selected, provide UL
Listing
(or other approval) to Bldg Inspector prior to
install
PC
ex FAU & WH to remainPC
PC
Pantry
4'-0"12'-0"dw
sink
ref cooktop ovens
sink
A
Surface of wall (Grid Line 'C') Ref
0'0"
Direct vent gas fireplace - Face of
fireplace to be set in 8" from face of
false stone veneer
Furr out wall to allow for false stone
veneer to be *' in front of face of
fireplace -See detail 20/A9 for
veneer anchorage
Elevation of Fireplace Wall
Scale: 1/4" = 1'-0"
recess tile surface-Flush with
fireplace on each side
gyp bd recess(wall at line 'C'
Tile hearth (8" deep)
False Stone veneer to be 8" in front
of fireplace
Existing Wall to remain
Existing Wall to be removed
New Construction
Wall Legend
New Floor Area
Window Notes
1.All windows designated as Egress must meet ALL of the following requirements per California Building Code
A.Minimum net clear opening of 5.7 sf
B.Minimum opening height of 24" or greater.
C.Minimum opening width of 20" or greater.
D.Maximum distance from finish floor to top of sill shall be 44" or less
E.Egress windows shall be operable from the inside of the room without the
use of keys, tools, or special knowlege
2.All windows/skylights shall meet the minimum U-Factor(s) requirements indicated in the Title 24 Compliance
Documents prepared for this project.
3.Verify all sizes, operations with Owner prior to framing or placing window order.
4.Window 2-A is 5 units (each 2'6 x 5'0) mulled together
Door Schedule
MARK ROOM SIZE OPERATION STYLE REMARKS
A Entry Pr 3'0 x 8'0 Swing 4 panel s/c
Coat CL
Powder
Pr 2'6 x 8'0
2'6 x 8'0
20'0 x8'0
Swing
Exterior SLiding
Paint-Grade but no MDF
Glass
Paint-Grade but no MDF
B
C
D
Window Schedule
MARK ROOM SIZE OPERATION MANUFACTURER REMARKS
1
2
3
2'0" X 6'0"Fixed over Awning Marvin
Fixed Marvin
Marvin2'0" x 7'0"Fixed over Awning
Living
Living
4
5
6
Kitchen
Living
6'0 x 4'6
5'0 x 6'0
Slider Marvin
Marvin
Marvin
Living
7'0" X 6'0"
Family
7
8
9
Dining
Kitchen 2'0" x 3'0"Fixed Skylight
Fixed Skylight
Marvin
Velux
Velux
6'0 x 5'0
6'0 x 5'0
Fixed over Awning
SLider
Slider
10
Kitchen
Kitchen
2'0" x 3'0"
2'0" x 3'0" FIxed Skylight Velux
$5000 Allow incl hardware
Family Room
4 panel s/c
4 panel s/c
Note:Glazing in door and enclosures for hot tubs, whirlpools, saunas, steam roomsbathroom, showers less than 5' above the standing surface shall have a minimumcategory classification of II per CRC Table 308.3.1(1) & 308.4.5Each pane of safety glazing installed in hazardous locations shall be identified (acid-etched, sand b;asted, ceramic fires etc) by a manufacturer's designation , the manufacturer or installer and the safety glazing standard which it complies. Multi-pane assemblies shall be identified per CRC R308.1Glazing over 9 square feet in area with the bottom edge less than 18" above the floor and the exposed top edge greater that 36" above the floor shall be safetyglazed per CRCR308.4.3Glazing adjacent to stairway, landings and ramps where the bottom exposed edge of the glazing is less than 3'-0" above the plane of the adjacent walking surface shallbe safety glazed per CRC R308.4.6Swing
Nana Door System AA6AA6b
A6
b
A6
1
1
1
1
2
2
2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU5
HDU5
HDU5
HDU5
HDU5 HDU11HDU11HDU8 on 6x8 postHDU8 on 6x8 post2
HDU5
3
3
3
44
44
1
HDU2
HDU2
L=6'
L = 14'
L= 20'
L= 20'
L = 23'
L = 23'
L= 16'
L=9'
L= 6'
L= 10'
Shear wall lengths added
PC
PC
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyProposed Floor PlanDoor & Window SchedulePC 12 October 2018
PC
PC2 15 March 2019
1.Provide smoke detector(s) per plans, listed in accordance with UL 217 and installed in accordance with the provisions of the CRC Section
R314. Note that smoke detectors are permitted to be soley battery operated in existing areas of buildings undergoing alterations or repairs that do not
result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic, crawl or basemwnt available which could provide
access for building wiring without the removal of interior finishes.
2.Verify or provide new DC operated smoke detectors in all bedrooms and in all hallways leading to bedrooms.
3.Smoke detectors shall sound an audible alarm in all sleeping areas.
4.If more than one smoke detector is installed in the dwelling, it shall be hard-wired with battery back-up and shall act as one device by being
interconnected per CFC 907.2.10.3.
1.Provide Arbon Monoxide detector in hallway adjacent to bedrooms per California Residential Code Section R315.
All newly installed lighting fixtures shall be high efficacy per 2016 CEC Section 150.0 (K)(1)(A).
1.Prior to bidding, the Contractor shall specifically observe the elevation of the existing sewer lines to determine whether or not
the new plumbing fixtures locations will be able to utilize a gravity flow and connect to the existign sewer line(s). If this does not appear
to be possible, alert the Architect who will provide appropriate instructions prior to submitting bids.
2.All pumbing fixtures shall comply with the following water conserving flow rates:
a.Water Closets; 1.28 Gallons/flush
b.Shower Heads: 2.0 Gallons per minute
c.Lavatory Faucets: 1.2 Gallons per minute
d.Kitchen Faucets: 1.8 Gallons per minute
Max Flow rates shall comply with Cal Green 4.303.1.4.1
1.Provide a minimum of 30 inch clear wide space at each new water closet, extending a minimum of 24 inches in front of the water
closet per CPC Section 407.6.
2.Shower compartments, regardless of shape, shall have a minimum interior flor area of 1,024 square inches and shall also be capable
of encompassing a 30 inch circle and it shall be maintained up a minimum of 70 inches sbove the shower drain outlet. The minimum
required area need not apply where an existing bathtub is replaced by a shower receptor (30" x 60") per CPC Section 411.7.
3.Control valves and shower heads shall be located on the sidewall of shower compartments or be otherwise arranged so that the shower
head does not discharge directly at the entrance to the compartment and the bather can adjust the valves prior to stepping into
the shower spray per CPC 411.10.
2016 Low-Rise Residential Mandatory Measures Summary § 150.0(m)13: Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced air systems.* §150.0(o): Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole-building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves.*
Lighting Measures:
§ 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
of § 110.9.*
§ 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must
be certified to the Energy Commission according to Reference Joint Appendix JA8.
§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.
§ 150.0(k)1B:
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
§ 150.0(k)1C:
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC)
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for
elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings.
§ 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than
20 kHz.
§ 150.0(k)1E:
Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled
by vacancy sensors.
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
§ 150.0(k)1G:
Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply
with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix
JA8.*
§ 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.”
§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.*
§ 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually
switched ON and OFF.
§ 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions.
§ 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with
§ 150.0(k).
§ 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
§ 150.0(k)2G:
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:
functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §
130.5(f); and meets all other requirements in § 150.0(k)2.
§ 150.0(k)2H:
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the
following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §
130.5(f); and all other requirements in § 150.0(k)2.
§ 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.
All new lighting shall comply with the mandatory requirements (T-24) listed above
F
R1
SD
CO
SM
220
3
D
OS
Single pole switch @ 48" AFF (UNO)-match existing style/color
UNO
3-way switch @ 48" AFF (UNO)-match existing style/color UNO
Single pole dimmer switch @ 48" AFF (UNO)-match existing
style/color UNO
Single pole switch, manual on occupancy sensor @ 48" AFF
(UNO)-match existing style/color UNO
110 volt duplex receptacle outlet @ 12" AFF UNO. Match existing
style/color UNO
220 volt receptacle outlet verify height requirement with equipment
WP 110 volt duplex receptacle outlet UL listed for exterior use
GFIC 110 volt duplex receptacle outlet @ 12" AFF UNO. Outlet to be on
Ground Fault Interuppter Circuit Match existing stle/color UNO
Phone or cable outlet
Ethernet Outlet
Recessed light fixture for flat ceiling
Surface Mountedmlight fixtrue
Recessed Fluoresecent light
Smoke Detector 110 volt hard wired with battery
backup per CRC R314
Smoke Detector battery operated at existing area
Carbon Monoxide detector, 110 volt with battery backup
Undercabinet Flourescent light fixture
Ceiling Mounted light fixture-supplied by owner
installed by contractor
Wall Mounted light fixture-supplied by owner
installed by contractor
SD
DC
Fan/Light on dbl switch-Energy Star rated exhaust fan with a minimum
of 50 cfm (intermittent) or 20 cfm (continious) venting directly to the
outside, with humidity (50-80%) control. Ventilation air from this space
shall be directly to the outside per CGBC (4.506.1)
Note: Fan/Light shall be UL listed for shower location when located within
the shower
PC
PC
PC
4'-0"12'-0"dw
sink
ref cooktop ovens
sink
sd
sm
sm
lite/fan
R
R
heatheatheatheatgfism
sm
R
co gfigfi
gfi
gfi
gfi
gfi
gfigfigfigfigfigfico
sd
sm
Provide Gas
smR
sm
sm
sm sm
smsmFloor outlet
Floor outlet
heatheatheatheatheatheat
heatMain Level MEP Plan
Scale: 1/4" = 1'-0"
sm
sm
sm
R
R
RR
R
Existing 200 amp main panel
PC
WP/GFICPC WP/GFICPC
gfiPC
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyProposed MEP PlanPC 12 October 2018
PC
PC2 15 March 2019
Elevation Notes
1.New Flat-Tile style tile roofing. Install over 2 layers of 15# felt and install per instructions
from manufacturer. Eagle Tile "Golden Eagle" Color to be Sunrise Blend (or similar
approved by owner and city of Cupertino). Tile to be Class A rated- 9.7 psf
Entire roofing to be replaced
2.New Stone Veneer over mortar-STyle and Color by Owner
3.New GSM fascia gutter. (size and shape to match existing) Soldered connections only
(no pop rivits).
4.New 2" diameter round GSM downspouts. Locate as necessary for full drainage. Paint
to match adjacent surface. Provide 24" long splash blocks to direct water away from
foundation and to landscaped area
Note the Following:
New rainwater downspouts shall be disconnected and runoff directed to a landscaped
area. Downspouts may be connected to a pop-up emitter in a landscaped area or may
drain to splash blocks or cobblestones that direct water away from the building. "Thru
curb" drain are not allowed..
5. 3-Coat stucco finish. Install over 2 layers of grade D paper over 1/2" cdx plywd shtg
at 6" oc at all panel edges and 12" oc at all field areas (unless closer spacing is called
out for on the Shear Wall Schedule (SWS). Paint to match adjacent (existing) stucco
Remove existing wood siding (where exists) and provide new stucco finish
6.Foam trim typical at all exterior doors and windows Match existing size and shape of trim
7.2x cedar barge rafter to match existing. Backprime prior to installation.
8.Copper metal roofing, copper granule-containing asphalt shingles and copper gutters shall
not be permitted for use on any residential, commercial or industrila bldg for which a building
permit is required per CMC 9.18.210
PC
PC
Typ Flash Doors/Windows
Scale: 3/4" = 1'-0"2 11'-9"12'-1"1'-0"9 1/8"Finish Floor at 52.8'
Grade at approx 51.6'
Grade at closest distance
between house and
property line at 53.5'
Note: House is not parallel with property line (see survey)
Daylight plane shown at "worst case" (ie closest point between addition and property line)10'-0"25.00°Rear Elevation
Scale: 1/4" = 1'-0"
Front Elevation
Scale: 1/4" = 1'-0" 18'-11 1/2"Existing roof line in background
11'-9"Top plate at Pantry
10'-0"10'-0"TP At Bay
Right Side Elevation
Scale: 1/4" = 1'-0"
12
4
Floor Elev 52.8'
12
4
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyExterior ElevationsPC 12 October 2018
PC
PC2 15 March 2019
See 1/A9 for new perimter ftg
See 9/A9 for recess track at Nana
doors
Section A-A
Scale: 1/4" = 1'-0"
See 3/A9 for new interior ftg
See 7/A9 for new framing to existing
framingSee 7/A9 for new framing to existing
framing
See 6/A9 for ftg at cantilever
See 3/A10 for shear wall to roof
1239
See 1/A10 for typ eave
17'-0"58'-0 3/8"
Hatched area counts as
2nd floor equivilent (For
FAR purposes)
3'-3 5/8"17'-0"This area counts as second floor
equivilent (for FAR Purposes)
= 3.3' x 58' = 191 SF (counted
twice)
PC
Provide fire blking at 10' oc max
PC
Solid 2x fire blking at
intersections of vertical and
horizontal framing
PC
1
A6
1
A6
1
A6
1
A6
1
A6
1
A6
R-30 Batts
Solid 2x10 fire bling at intervals
not to exceed 10' (vertical)
Plywd shtg (Min 1/2" with 10d at
6"oc edges and 12 " oc field
UNO on Shear Wall Schedule
1/2" Gyp Bd
Balloon Framed Wall
Scale: 3" = 1'-0"1
PC
2x10 DF #2 studs at 16" oc
(max)
See 1/A10 for typ eave
See 7/A9 for frame to frame
See 1/A10 for typ perimter ftg
See 12/A10 for roof to wall
R-30 at vaulted ceilings
r-19 Typ at underfloor (new &
existing)
Section B-B
Scale: 1/4" = 1'-0"
C E F G
Left Side Elevation
Scale: 1/4" = 1'-0" 11'-9"Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyExterior ElevationBuilding SectionsPC 12 October 2018
PC
PC2 15 March 2019
4'-0"12'-0"dw
sink
ref cooktop ovens
sink
Nailing Schedule
Line of upper level wall
sky
sky
sky
Roof Framing Plan
Scale: 1/4" = 1'-0"
Hdr #1 - 7 1/4" x 11 1/4" PSL
Hdr #2 - 3 1/2" x 11 1/4" PSLRB #1 - 7" x 18" PSLRB #2 - 5 1/2" x 14" PSL2x12 DF #2 @ 24" oc Typical
2x12 DF #2 @ 24" oc Typical
2x12 DF #2 @ 24" oc Typical
2x12 DF #2 @ 24" oc Typical
Existing high ridgeNew low hip 2x8 DF #2
2x6 DF #2 @ 24" oc at low roof at
garage
2x6 DF #2 @ 24" oc 2x6 DF #2 @ 24" oc
2x8 DF #2 RidgeCalifornia ValleyCalifornia Valley2x8 Hip2
x
8
H
i
p
4x8 VSL Post with Simpson ECC
MSTC 40 strap from hdr to wall
3 1/2" x 11 1/4" PSL Hdr
with 4x4 DF #1 Post to ridge with
ECC
4x6 DF #1 post cont from floor to
ridge with Simpson CC
4x4 DF #1 post cont from floor to
ridge with Simpson ECC
6x8 VSL Post with Simpson CC
Cont from Floor to RB above
4x6 VSL Post from floor to RB with
Simpson ECC
4x6 VSL Post cont from floor to RB
with Simpson ECC
This wall to be balloon framed
with 2x10's (16" oc)
Roof Sheathing to be 1/2" cdx Plywd -Typical with 8d at 6"oc at all panel edges (supported by rafters )
and 12" oc at all field areas.Edge nailing also occurs over all rafters aligned with exterior walls below and
over sheawalls below
PC
Provide ST6224 strap from new top pates to existing
top plates. If top plates do not align, provide blocking
at existing wall to receive strap- typical all new to
existing connections
PC
Provide ST6224 strap from new top pates to existing
top plates. If top plates do not align, provide blocking
at existing wall to receive strap- typical all new to
existing connectionsPC
provide ST6224 from bottom of
beam to top plates
2x6 rafters from 10' plate (at
pantry) to wall over beam
8" overhang at bay
See sheet A11 for skylight
details
RB #2 - 5 1/2" x 14" PSLRB #2 - 5 1/2" x 14" PSL RB # 43 1/2" x 11 1/4" PSLAttic Ventilation _for vaulted ceiling-vent each bay
(worst case = 34 SF-34/150 = 0.23 SF per bay
Vent over ridge using ridge venting per roofing manufacture
Vent each bay with 3 -3" Diameter holes per bay = 0.14 SF at eave
1" wide (min) gap at ridge vent = 0.17 SF Total venting = 0.31SF /Bay OK
PC
See 9/A10 for structural
conection at grid line C
See 10/A10 for drainage PC
1
1
1
1
2
2
2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU5
HDU5
HDU5
HDU5
HDU5 HDU11HDU11HDU8 on 6x8 postHDU8 on 6x8 post2
HDU5
3
3
3
44
44
1
HDU2
HDU2
L=6'
L = 14'
L= 20'
L= 20'
L = 23'
L = 23'
L= 16'
L=9'
L= 6'
L= 10'
Shear wall lengths added
PC
PC
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyRoof Framing PlanPC 12 October 2018
PC
PC2 15 March 2019
B C D E F G
1
2
3
4
5
6
7
8
9
4'-0"12'-0"dw
sink
ref cooktop ovens
sinkAA6
AA6b
A6
b
A6
18
A9
2
A9 1
1
1
1
2
2
2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU5
HDU5
HDU5
HDU5
HDU5 HDU11HDU11HDU8 on 6x8 postHDU8 on 6x8 post2
HDU5
3
3
3
44
44
1
HDU2
HDU2
L=6'
L = 14'
L= 20'
L= 20'
L = 23'
L = 23'
L= 16'
L=9.5'
L= 6'
L= 10'
Shear wall lengths added
PC
PC
Foundation Plan
Scale: 1/4" = 1'-0" 2x6 DF #2@ 16"oc2x6 DF #2
@ 16"oc
2x8 DF #2@ 16"oc2x6 DF #2
@ 16"oc
2x6 DF #2
@ 16"oc
2x12 DF #2
@ 16"oc
2x12 DF #2
@ 16"oc
3 1/2" x 9 1/4" PSL Girder3 1/2" x 9 1/4"PSL Girder3 1/2" x 9 1/4"PSL Girder1
A9
1
A9
1
A9
1
A9
1
A9
1
A9
1
A9
1
A9
2
A9
2
A9
2
A9
2
A9
2
A9
2
A9
2
A9
2
A9
See 17/A9 for holdown Installation
See 8/A9 for new ftg to existing
(Typical)
3
A9
1
A9
7
A9
1
A9
7
A9
1
A9
7A91A919
A9
2
A9
6
A9
6
A9
See Sheet A12 for Deck Plan and Deck Framing
Expanded footings for Simpson
Strong Walls (see SSW1/2) 4
locations
All excavations shall be done in strict accordance with the Geotechnical Investigation
prepared for this project by Wayne Ting & Associates (WTAI). Report 5076 dated 18 August
2018. Contact WTAI at 510 623-7768 for copies of the report and for any questions.
Contractor shall cooridinate with WTAi at least two days prior to beginning any excavations
in order to allow WTAI to observe the excavations.
Below is an excerpt of the geotechnical report although the full report should be used as needed.
Provide 18" high x 24" wide
cutout in existing stemwall for
underfloor access (3 locations)
PC
Crawl Space Ventilation
Total area of middle level = 1669 SF
Ventilation req'd = 1669/150 = 11.12 SF
Use 5 1/2" x 14 1/2" fdn vents = 0.55 sf /vent
20.2 = 21 vents req- 26 provided ok
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
vent
ventvent
vent
vent
vent
vent
vent
vent
vent
vent
PC
18" x 24" crawl space access
See 10/A9 for holdown
installation at existing ftg-Typical
PC
See details 11 & 12 on A9 for porch slab and steps to grade PC
Expand ftg to 30" x 30" at post
supporting ridge beam
Note: BNote: Bottom of all new footings shall be compacted to 90% and shall be field tested by Geotechnical Engineer
(Wayne Ting & Associates). If necessary- additional excavation and base rock may be required - Consult and cooridinate
with Geotechnical Engineer after initial excavation but prior to forming and or placement of any reinforcing
PC
Foundation and Concrete Notes
Prior to submitting Bids
The Contractor should specifically observe the grade at the area of the addition to determine whether there is sufficuent clearance between the top of
the concrete and earth (min 8") and/or paved areas (min 2"). if there is insufficient clearance, Contractor to alert Architect who will provide appropriate
instructions prior to submitting bids.
Excavation Notes
1.Contract USA at phone 800 227 2600 at least 48 hours prior to the start of any work for the purpose of verifying location of any underground
utilities.
2.Contractor to conduct preliminary excavation, prior to beginning construction for purpose of verifying that existing foundation is actually a
conventional spread footing and not a foundation utilizing piers. Notify Architect of results and if existing foundation utilizes piers, provide pier diameter,
depth and spacing.
3.All excavations for this project shall be in strict accordance with the Geothechnical Report prepared by Wayne Ting & Associates (Report No 5076, dated
18 August 2018.) Contractor shall review report prior to submitting bid to Owner.
4.Contractor to coordinate with Geotechnical Engineer prior to beginning any excavations. Geotechnical Engineer shall be retained (by the Owner) to provide
observation services as indicated in the report.
Concrete Notes
1.Concrete for footings, piers, grout, and slabs on grade shall be 2500 psi (28 day ultimate strength), maximum 4 inchslump, and shall have a maximum
aggregate size of 3/4 inch.
2.Reinforcing steel shall be grade 60 #4 bars (unless noted otherwise). Steel shall be firmly supported with a minimum of 1-#4 bar continious at the top of the
footing and 2 -#4 bars continious at the bottom of continious footings. Stagger all splices and lap all splices per Structural Note D.2 on sheet T1.
3.Anchor bolts, hold-down anchors, dowels and other inserts shall be positioned and firmly secured in place for Building department Inspection prior to
concrete placement.
4.Footings shall be poured in clean, neat excavations without the use of side forms. Excavations shall be kept moist by regular sprinkling until concrete is
poured.
5.Over-excavations shall be filled with lean concrete. All "mushroomed" concrete shall be chipped away to avoid uplift pressures.
6.All lumber in direct contact with concrete or masonary shall be Pressure treated Douglas Fir (PTDF). Provide 5/8" diameter by 10 inch J-bolts (min 7"
embedment) tieing the plate to the foundation at a maximum of 36" oc. Bolts shall be within 4" min and 12" maximum of the ends of plates and any splices. Provide 3" by 3" by
1/4"
thick washer between the mudsill and the bolt. All fasteners and/or hardware in contact with Pressure Treated Lumber shall be galvanized or zinc coated.
7.Contractor shall take all necessary measures (including vibration) to provide proper compaction of the concrete. All voids shall be filled.
8. All connectors used at exterior applications or used to connect pressure treated lumber shall be either stainless steel, ZMAX, or hot-dipped galvanized (HGD).
9.All holdown anchors shall be tightened prior to call for inspection by city inspector.
Floor Framing Notes
1.Provide 3/4" cdx T&G plywood subfloor, glued and nailed to joists with 12d at 6" oc at all supported edges and 10" oc at all field areas.
2.Provide solid blocking over all supports and walls and at mid-span of joist of span exceeds 8'.
3.Provide double joist under all walls parallel to joists.
4.Any hangers and framing hardware shall be as manufactured by Simpson Strong Tie Company unless noted otherwise. Any hardware in contact with pressure treate lumber
shall be galvanized ofr zinc coated.
5.All headers to be 4 x 12 DF#1 unless noted otherwise.
6.Stagger all splices at top plates. See detail 23/A7 for typical top plate splice.
7.Unless noted otherwise, the intent (at additions and renovations) is for the finish floor of the addition to align with the existing finish floor. Adjust height of foundation
( be sure to take into account difference between existing and new subfloor, floor joists and mudsills), so that the new finish floor an dthe existing finish floor are in alignment.
Drainage Notes
1. Provide finish grading away from all new foundations. Provide a minimum of 5% for a minimum of
five feet away from foundation to prevent ponding adjacent to building foundations.
2. All exterior flatwork (including terraces and patios) shall be installed with a minimum
of 1% gradient away from the building.
3. Finish grade drainage swales shall have a minimum slope of 1 1/2%.
4. Storm runoff generatedby the new development shall not drain onto adjacent properties.
Existing storm runoff from adjacent properties shall not be blocked by the new development.
5. Roof drainage shall be accomplished by means of continious gutters and shall connect to downspouts.
Downspouts shall discharge away from foundation via approved splash blocks.
6.Downspouts shall not discharge directly into the municipal storm water drainage system.
1 310 plf 1/2" Struct 1 10d @ 6"oc 10d @ 12" oc 16d @ 6" oc Plywd/A35 @ 16" oc 5/8" @ 36" oc
2 460 plf 1/2" Struct 1 10 d @ 4" oc 10d @ 12" oc 16d @ 4" oc Plywd/A35 @ 12" oc 5/8" @ 24" oc
3 920 plf 1/2 " Struct 1 10d @ 4" oc 10d @ 12" oc 16d @ 2" oc Plywd/A35 @ 6" oc 5/8" @ 12" oc
each side
4 1820 lbs Simpson Steel Strong Wall- SSW 24 x10-See SSW1 and SSW2 for installation Details
Verify Height in field prior to ordering
Note: Contractor to retain Special Inspector for purpose of inspecting shear walls with nailing of 4" oc or less
Notes
1.Use 4x studs with staggered nailing patterns for edge nails when spacing is 4 inches on center or closer
2.All sheathing to be Structural 1 plywd. Plywood indicated is minimum required. Provide additional plywood as required to produce even wall lines.
3.Use common nails and do not overdrive nails as it will result in a reduction of shear capacity.
4.Refer to appropriatre details for different nailing patterns at openings etc.
5.Where sheathing is applied to both sides of the wall, offset panels or provide minimum 4x framing at panel joints and stagger nails each side.
6.Interior Shear Walls must extend to roof framing or the floor framing above. Refer to the appropriate details . If the detail does not specifcally match the condition, contact the Archtiect for clarification
prior to proceeding.
7.Provide edge nailing along vertical members connected to holdowns.
8.All shear wall edges to be blocked.
10. refer to the attached sheets from Simpson Strong tie for strong wall detaiuls (if applicable)
HDU
PC
Shear Wall Legend
Heavy Dashed Line indicates Shear Wall-
Triangle indicates spacing of nails/anchor bolts etc-See
Shear Wall Schedule
Indicates Simpson Holdown-Install per details
Below is an excerpt of the Geotechnical Report for this project. It is shown here for convenience and the
Contractor shall review the entire report prior to submitting a bid to the Owner . It is the Contractor's responsibility
to successfully implement the recommendations of the Geotechnical Report for this project
PC2
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyFoundtion PlanPC 12 October 2018
PC
PC2 15 March 2019
3"2- 3" diameter washers with a
nut between
5/8" Diameter threaded rod
anchor
Drill through existing footing to
anchor into new concrete
2'-0"2'0"2'0" x 2'0 sq concrete pad under
existing ftg -center on threaded
rod
Simpson HDU 2 Holdown on dbl
stud
See 17/A8
Holdown at Existing Foundation
Scale: 1" = 1'-0"10 PC1
Sheet
Of 12 Sheets
Status
Con Docs Review
Drawn By
JB
Scale
1/4" = 1'-0"
Date
27 March 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.comCustom Remodel and AdditionThe Checker FamilyPC1 12 Oct 2018
14 March 2019
2'-0"1'-0"7 1/2" Max1'-0"
#4 horizontal at ea tread
#4 @ 12" OC
2-#4 bars at bottom of ftg
Conc Steps
Scale: 1" = 1'-0"11
PC1
2x wood framing (16" oc min)
1/2" mortar bd backing
False stone veneer with thinset
mortar
Fase Stone Veneer
Scale: 3" = 1'-0"20
PC1
3x6
2x6
2x4
6"3 1/4"1'-6"1'-7 1/8"Interior Grade
House/Porch Footing
Scale: 1" = 1'-0"12
2-#4 bars continious at bottom
of footing
4" conc slab at porch
W/ #4 bars at 18" oc ea
way
Porch slab to be separate from house ftg-
Do not Dowel from porch ftg into house ftg10 5/8"4x8
2x6
2 #4 Bars each way at bottom of
concrete pad
Interior Grade
8" round (or square) concrete pier cap
poured integral with pad
Wood Girder per plans- Min 12" clear to
grade
Simpson PB 44 or 46 to connect girder
to pad
R-19 Typical
2x blking over girder
Edge Nail Sf to Blking
3/4" Plywood SF- T&G
Glued and nailed
This dimension governs each
direction
Min 8" separtion from grade
to top of concrete
2'-0"
Pad for Girders
Scale: 1" = 1'-0"182'0"3x6
2x8
2x4
2x8
3x6
2x8
2x4
2x8
Simpson Holdown per Plan
Provide dbl blocking under
holdown typical
Anchor
Drill into existing concrete and
use Simpson SET XP
epoxy-install per Simposn
supplied ICBO report
Simpson Anchor
Existing Footing
New FootingSpecial Inspection Required for Holdowns
epoxied into existing footings
See chart below for required
embedment
Post per chart below-Use SDS
screws
Holdown
HDU-2
HDU-4
HDU-5
HDU-8
Post
Dbl 2x4
Dbl 2x4
Dbl 2x4
4x4
Anchor
SSTB 16
SSTB 20
SSTB 24
SSTB 28
5/8"-- 12" Min
5/8"-- 17" Min
5/8"-- 21" Min
3/4"-- 24" Min
Threaded Rod/Embed
Holdown
Scale: 1" = 1'-0"17
10 5/8"2 #4 Bars each way at bottom of
concrete pad
Interior Grade
8" round (or square) concrete pier cap
poured integral with pad
Simpson PB 44 or 46 to connect girder
to pad
This dimension governs each
direction
Min 8" separtion from grade
to top of concrete
2'-0"
4x4 PTDF post to bearing point
above
Isolated Pad for Point Load
Scale: 1" = 1'-0"162'0"9AA99AA9Recess Subfloor
as needed for track at Nana Door
SF to match
Existing
2x6 At area to receive recessed
track
2x8 at areas w/o recessed track
Recessed track by nana door
Fdn-see 1/A9
recess track by Nana Door
EN
2x6 at areas to receive track
2x8 elsewhere
Recess track for Nana Door
Scale: 1" = 1'-0"9
Existing Footing
New Footing
Clean and roughen
exposed surface
of existing conc
Drill for min 30" #4 bars
into existing conc
with Simpson Epoxy-Min
6" into existing
and min 24' overlap to bars
at foundation
New Ftg to Existing
Scale: 3/4" = 1'-0"8
Existing Ftg
Existing Floor
Framing
Existing Exterior Wall
to remain
Excavate as needed for
proper clearance
Edge nail new sf
to new ledger
Remove existing exterior
finish
leave any plywd panels
Adjust height of new SF so
that new finish floor aligns
with height of existing
finish floor
R-19 Typical
3x8 PT DF Ledger
Bolt ledger to existing
framing with 5/8" lag
screws- Min 1 1/2"
penetration into existing
framing- Stagger bolts hi
and lo at 12" oc
New Framing to Existing
Scale: 1" = 1'-0"7
3x6
2x6
8"3 1/4"24" NTS1'-7 1/8"R-19 at Wall Typical UNO
Gyp Bd
Stucco Finish over 2 layers of Grade'D' paper
over 1/2" struct 1 plywd with 10d at 6" and
12" oc typ uno
Edge nailing-12d at 6" oc Typ
UNO
R-19 Underfloor Insulation
3/4" T&G Plywd Sf-Glued and
screwed to joists
A-35 Clip at 16" oc typ UNO at
SWS
Ancho bolt-See shear transfer
detail 5/A9
#4 bar continious at top of
footing
2-#4 bars continious at bottom
of footing
Interior Grade
1'-0"8" minCont GSM Vent Screed
Footing at Cantilever
Scale: 1" = 1'-0"6
3x6
2x6
2x4
Edge Nail into Mudsill
Min 6" OC
Edge Nail into Sole Plate
Min 6" oc
Sole Plate Nailing per SWS
but min 16d @ 6" oc
Edge Nail SF to Rim/Blk
Min 12d @ 6" oc
5/8" Anchor Bolts @ 36" oc (min) or
closer per SWS
Provide min 2 bolts per plate and
provide 1 bolt within 12"
of ends and splices
3x6 PT DF Mudsill
3" x 3" x 1/4" thk steel washer
Simpson A35 clip at 16" oc (unless
closer
spacing is called out on SWS)
Min 7" embedment into conc
Shear Connection at New Footing
Scale: 1 1/2" = 1'-0"5
Subfloor
Mudsill
Joists 5 1/2" by 14 1/2" GSM
FDN vents
The minimum net area of ventilation openings shall
be not less than 1 sf for each 150 sf of underfloor
area. One vent opening shall be located with 3' of
each corner of the building. per RBC R408.1, R408.2
Foundation Vents
Scale: 1 1/2" = 1'-0"4
PC1
3x6
8"3 1/4"24"NTS1'-7 1/8"Gyp Bd
Sole plate nailing-16d at 6" oc
Typ UNO
R-19 Underfloor Insulation
3/4" T&G Plywd Sf-Glued and
screwed to joists
A-35 Clip at 16" oc typ UNO at
SWS
Ancho bolt-See shear transfer
detail
#4 bar continious at top of
footing
2-#4 bars continious at bottom
of footing
Interior Grade
Shear Ply to sole plate
Change in SF Elev-See Arch
8 1/4"Perimeter Footing
Scale: 1" = 1'-0"1
1'-3"All excavations shall be in strict accordance with the Geotechnical Reportprepared for this project by Wayne Ting & Associates (Project # 5076)dated 18 August 2018Interior Footing
Scale: 1" = 1'-0"3
New or Existing Wall
New Plywood Shear Panel
See SWS for nailing and
Thickness
Sole plate Nailing per
SWS
Edge nail Ply to sole plate
per SWS
Edge NailPly to Mudsill
Install threaded
rod-Diameter and spacing
per SWS
Use Simpson Epoxy SET
XP- Install per
manufacturer supplied
instructions7"Min Emb.
Shear Connection at Existing Ftg
Scale: 1 1/2" = 1'-0"2
3x6
2x6
2x4
8"3 1/4"24" NTS1'-7 1/8"R-13 at Wall Typical UNO
Gyp Bd
Wood siding over Tyvek over 1" R5 rigid
insulation
over 1/2" struct 1 plywd with 10d at 6" and
12" oc typ uno Sole plate nailing-16d at 6" oc
Typ UNO
R-19 Underfloor Insulation
3/4" T&G Plywd Sf-Glued and
screwed to joists
A-35 Clip at 16" oc typ UNO at
SWS
Ancho bolt-See shear transfer
detail
#4 bar continious at top of
footing
2-#4 bars continious at bottom
of footing
Interior Grade
1'-3"8"All excavations shall be in strict accordance with the Geotechnical Reportprepared for this project by Wayne Ting & Associates (Project # 5076)dated 18 August 2018
Roof Framing
2x Purlin (size per plans)
with 3-16d from purlin to
brace
3-16d from brace to rafter
2x6 brace at 48" oc 45.00
°
Min 45 degree angle
Supporting Wall
Purlin to Roof Framing
Scale: 3/4" = 1'-0"20
Hip Beam
Hip Beam
Simpson HRC Connector
Ridge
2x Kicker from Ridge to
bearing point below
(vertical where possible
but not more that 45
degrees from vertical)-See
Detail 11/A11
Ridge to Hip Connector
Scale: 1" = 1'-0"23
Sheet
Of 12 Sheets
Status
Con Docs Review
Drawn By
JB
Scale
1/4" = 1'-0"
Date
27 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.comCustom Remodel and AdditionThe Checker FamilyPC 12 Oct 2018
PC2 14 March 2018
Rafters to Existing Wall
Scale: 1" = 1'-0"9
Existing wall framing
Cont solid blking in line with
ledger
EN
2x14 ledger with 4-16d at each
stud (at existing wall)
U210 Hanger
2" air space
Cont blking in line with
ledger-Align blking with 16d nail
and nail ledger into blking at
6"oc
PC2
PC2
2x (solid wood) brace @ 24" oc
Bitchuthane membrane to
extend min 12" up existing wall
and min 12" up roof shtg
Provide GSM Flashing over top of Bitchuthane
membrane-GSM to extend and fully cover the membrane
Cricket for Drainage
Scale: 1" = 1'-0"10
PC
PC
Cont blking in line with
ledger-Align blking with 16d nail
and nail ledger into blking at
6"oc
PC2
EN roof ply to ledger
Simpson U26 hgr
2x8 Ledger with 3-16d at each
stud
EN wall ply into cont blking
Roof to Wall
Scale: 1" = 1'-0"12
EN Plywd Shear panel to sole
plate
Sole plate nailing
Align beam directly under wall
above
Cut slot in SF to allow for strap
to connect to both beam below
and wall studs above
Shear Transfer at Beam Below
Scale: 1" = 1'-0"13
Wall or Beam below
Vertical where possible but
no more than 45 degrees
from vertical
A-35 Clip at kicker to
beam/wall
Roof Framing above
A35 Clip from Roof
Framing to kicker
Kicker per Framing Plan
Kicker to Roof Framing
Scale: 1" = 1'-0"15
CS16 Strap over dbl rafter or dbl blking
in line with Shear wall below
Collector Strap
Scale: 1" = 1'-0"21
Window Opening
Hdr above
2x4 flat blking above and
below window opening full
width of wall
Simpson CS16 Strap-Top
and bottom of window
opening
Edge nail wall ply around
perimeter of window
opening
Opening at Shear Wall
Scale: 3/8" = 1'-0"22
EN
EN
EN
EN
EN
EN
EN
Sole Plate Nailing
2x6 CJ @ 16" oc with 1/2"
plywd
Shed roof at Pantry
Scale: 1" = 1'-0"4
EN Roof Sht to Blk @ 6" oc2" x 4" cutout for ventilation
between Nails
Ceiling Beam-See Plans
R-30 with 2" clear for ventilation
Simpson Roof Boundary clip at ea
blk
Rafters Over Beams
Scale: 1 1/2" = 1'-0"5
Existing Rafters
New rafters per plan
EN plywd to 2x
Nail flat 2x to blocking @ 6" oc
Add 2x blocking under flat sleeper
min 3-16d from flat 2x to each rafter
Calif valley
Scale: 3/4" = 1'-0"6
Provide 2" gap at plywd for ridge
venting
EN roof ply to blking
2" x 4" notch to allow for ventilation
between nails
2xblking Cont ea side
Simpson RBC from ea blk to Ridge
Ridge Beam
Rafters Over Ridge
Scale: 1 1/2" = 1'-0"7
Dooted line indicates size of largest
roof beam
Smaller roof beam
Provide furring around smaller beams so that
finished appearance (after sheetrock) is that
all beams are similar size
Furring at Roof Beams
Scale: 1 1/2" = 1'-0"8
EN roof Ply to last rafter aligned
over exterior wall below
EN Wall ply to top chord of truss
1x shingle mold over 2x6 barge
rafter
2x backing as needed for gyp bd
EN Wall Ply to top plate
1'-0"
Typical Rake
Scale: 3/4" = 1'-0"2
2x4 lookout rafters at 24" oc
Edge Nail shtg to cont blking
R-13 typ
Edge Nail Wall ply to Top Plate
Simpson RBC clip at each block Roof Plywood
R-30 Typ
2" air space
Simpson H2.5 hurricane
clip to each block
5" deep Galvanized fascia gutter
over 2x6 Cedar fascia bd
Backprime prior to installation
2'-0"
R5 rigid insulation
Stucco finish
Typical Eave
Scale: 3/4" = 1'-0"1
Continious Vulcan soffit vent
(VSC2120) Note:
Vulcan vents suitable for
maintaining fire resistance
PC2
edge nail roof plywd to dbl rafter
aligned over shear wall
Edge nail wall plywood into dbl
rafter
"stich" nail dbl rafter together with 2
rows of 16d at 6" oc from each side
2x6 balloon frame this wall to roof
framing
Edge nail into blocking at plywd
splice (if needed)
Shear Wall to Roof
Scale: 1" = 1'-0"3
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyVelus Skylight DetailsPC 12 October 2018
PC
PC2 15 March 2019
8"10'0" deep2x6 Decking by Trex
2x PTDF Joists @ 24" oc
Simpson A35 from joists to girder
PSL Girder with Wolmanized
Preservative suitable for exterior
applications
verify with supplier prior to ordering
Simpson PB44
4x4 PTDF Post
Simpson PB44
16" diam conc pier with 4-#4 bars
vertical
Deck Pier & Framing
Scale: 1" = 1'-0"1
PC
12" wide Bitchuthane membrane
between ext plywd and ledger
2x6 PTDF Ledger - 1/2" x5" galv lag
screws @ 12" oc -Stagger hi & lo
2x6 Trex
2x PTDF joists @ 24" oc
PSL Girders- factory treated for ext
use
Conc stem wall
3x12 PTDF x 4' Long to receive
girder
Attach block to conc with 2- 5/8"galv
Anchor bolts ea side (4 total per blk)
Ledger to House
Scale: 1" = 1'-0"2 3'-6"2x2 trex balusters @ 4" oc (max)
1x4 Trex trim
2x6 Trex top rail
1x4 Trex trim
2x4 Trex bottom rail
Sandwich 4x4 post between 2
joists-bolt thru with 2- 5/8" galv
bolts/washers and nuts
12" wide bithuthane membrane
between post and joist
Deck Railing
Scale: 1" = 1'-0"3 4"6"1'-0"1'-0"4" thk conc slab w/ #4 bars at 18"
oc ew over 6" compacted base for
firepit
2x4 wall (PTDF)
2x6 trex Decking
Use 16d Power driven fasteners @
6" oc
#4 cont at top
2-#4 bars cont at bottomDeck to Firepit
Scale: 1" = 1'-0"4
Maximum riser height
Minimum tread depth
Locate handrail 34" to 38" above
nosing of treads
Deviations in riser and treads to be
inaccordance with CBC 1011.5.2
Provide stair stringers (each side and one
at middle) Cut from dbl 2x12 DF #2
Provide intermediate balusters such
that a 4" sphere will not pass
between balusters-Typical
10"
Note-Min 3/8" threaded stud from
baluster into framing
Min 2" penetration into framing
Note-Top rail able to resist a liner
load of 50plf and a concentrated
load of 200lbs applied at right
angles to the railing3/8" threaded stud from top rail to
baluster-Typ
The guards on the open side of the stairway shall not
have openings that the triangular openings formed by the riser,
tread and bottom rail of the guard shall not allow passage of a
sphere 4" in diameter. CBC 1011.11 & CBC 1014
Deck Stair
Scale: 3/4" = 1'-0"5
1 1/2"
Blking as needed for brackets to
secure handrail to framing-no more
than 4' oc
Handrail- between 1 1/2" min and 2"
max grip surface
Handrail to be 1 3/4" x 2 1/2"
Handrail to line of nosing of treads
to be 34" min and 38" max
Handrails shall be provided at no less that 34" and no more than 38" above the nosing of the treads.
The handrail shall be continious and shall have a cross section grip are of no less than 1 1/2" and no more than 2"
Handrails shall be located no closer than 1 1/2" between the wall and the handrail.
Handrails shall be continious for the full run of the stairs from a point directly above the first riser to a point directly above the top riser and shall
return to the wall. Please refer to CBC Section 1011.11 and CBC Section 1014
Angle bracket for handrail to
wall-Handrail able to resist both a
linear load of 50plf and a
concentrated load of 200 lbs
(perpendicular to the rail)
Brackets to be at 3' oc max
Attach bracket to wall with 2-
Simpson SDS screws (1/4" x 3")
1/2" lag screw with min 1 1/2"
penetration into framing
Deck Handrail
Scale: 3/4" = 1'-0"6
Deck Plan
Scale: 1/4" = 1'-0"
Indicates 42" high handrail
indicates 4x4 Redwd Post to
support railing
2x6 Trex decking
Dn 6 steps to grade
Set level of deck 1 1/2" below
finished floor
Deck Level
Ref 99.875'
Pergola deleted
PC2
Firepit
Indicates 42" high handrail
indicates 4x4 Redwd Post to
support railing
Set level of deck 1 1/2" below
finished floor
1
A12
1
A12
2A122A123
A12
3
A12 4A124A125A125A126
A12 6A12Deck Framing and Foundation Plan
Scale: 1/4" = 1'-0"
2x6 Trex decking
Dn 6 steps to grade
Set level of deck 1 1/2" below
finished floor
Deck Level
52.5'
2x10 PTDF @ 24" oc Typical PC
4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DF4x12 PT DFPC
All excavations shall be in strict accordance with the Geotechnical Investigation prepared for this project by
Wayne Ting and Associates, report # 5076, dated 19 August 2018.
Pergola deleted
PC2
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyDeck PlanPC 12 October 2018
PC
PC2 15 March 2019
Bench at Fire Pit
Scale: 1" = 1'-0" 1'-6"Top of back wall @
Seat @
Pavers set in 6" sand bed
1'-2 1/8"
3'-2"
6 1/8"8"
#4 bars (3) vertical @ 24" oc
@ rows of # 4 bars horizontal @ 18"
oc
Center of firepit-See Deck Plan
Plan for Bench at Firepit
Scale: 1" = 1'-0"
R 9'-4"
R 8'-8"
R 8'-1 7/8"
R 6'-2"
Outside edge of concrete top
Inside edge of concrete top
Back edge of concrete bench
Inside edge of concrete bench
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyFirepit PlanPC 12 October 2018
PC
PC2 15 March 2019
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyFAR DiagramsPC 12 October 2018
PC
P-1Pollution Control
Sheet
Of 12 Sheets
Status
Con Docs Review
Drawn By
JB
Scale
Noted`
Date
June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.comCustom Remodel and AdditionThe Ullman FamilyTOP OF CONCRETE
(2) 3/4" SSWAB for SSW12
2x2
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
3"3"112"MODEL NO.TOTAL
LENGTH
12" MODEL SSWHSR3/4-2KT
SSWHSR3/4-3KT
DIAMETER
3/4" 24" 21"
3/4" 36" 33"
SSWHSR1-2KT
SSWHSR1-3KT
1" 24" 21"
1" 36" 33"
15", 18", 21 AND
24" MODELS
MODEL NO.STEEL STRONG-
WALL WIDTH
12" MODEL
SSWAB3/4x24
SSWAB3/4x24HS
SSWAB3/4x30
SSWAB3/4x30HS
SSWAB3/4x36HS
DIAMETER LENGTH
3/4" 24" 19"
3/4" 24" 19"
3/4" 30" 25"
3/4" 30" 25"
3/4" 36" 31"
SSWAB1x24
SSWAB1x24HS
SSWAB1x30
SSWAB1x30HS
SSWAB1x36HS
1" 24" 19"
1" 24" 19"
1" 30" 25"
1" 30" 25"
1" 36" 31"
15", 18", 21 AND
24" MODELS
SSW WIDTH
24
3/4" OR 1" HIGH
STRENGTH ROD
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB ANCHOR
BOLTS
HX
HX ON
EXTENSION KIT TOP OF
CONCRETE
SSWHSR
HIGH STRENGTH
COUPLER NUT
SSWAB
CUT TO LENGTH
AS NECESSARY
SSWHSR
AND SSWAB
ASSEMBLY
1
SSWHSR_KT
HIGH STRENGTH
COUPLER NUT
TOP OF CONCRETE
LENGTH3"
l e
3"
ASSEMBLY =
SSWAB
+ SSWHSR + 3"
le
l e
l e
36
HEAVY HEX NUT
HEAVY HEX NUT
FIXED IN PLACE ON
ALL SSWAB
ANCHOR BOLTS
HS
HS ON HIGH
STRENGTH MODELS
1
LENGTH3"
LENGTH
DIAMETER
HEAVY HEX NUT
PLATE WASHER
le
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24 (2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
(2) 3/4" SSWAB for SSW12
(2) 1" SSWAB for SSW15,
SSW18, SSW21, SSW24
l e
l e
HAIRPIN INSTALLATION
(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.)
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).
SEE TABLE FOR REQUIRED QUANTITY.
SECTION A-A
SSWAB
#3 HAIRPIN (#3 TIE SIMILAR).
SEE TABLE FOR REQUIRED QUANTITY.A
A
4" MIN
3"
LL MIN
3"
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT. OVERLAP
VARIES WITH BOLT SPACING.
#3 HAIRPIN,
GRADE 60 REBAR (MIN.)
SSWAB
HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT
112" CLR 112" CLR 112" SPACING
h t
FIELD TIE AND SECURE DURING
CONCRETE PLACEMENT.
#3 TIE, GRADE 60
REBAR (MIN.)
SSWAB
CURB OR STEMWALL FOUNDATIONSLAB ON GRADE FOUNDATION
3"
de
INTERIOR FOUNDATION
NOTES:
1. SEE 2/SSW1 AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES.
2. SEE 4/SSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED.
3. MAXIMUM H = le - de. SEE 5/SSW1 AND 6/SSW1 FOR le.
H
3" CLR. MIN.
W
3"
de
H
3" CLR. MIN.
3"
de
H
3" CLR. MIN.
3"
de
3" CLR. MIN.
BRICK LEDGE FOUNDATION
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
MINIMUM CURB/STEMWALL
WIDTH PER 4/SSW1.
SSWAB
SHEAR REINFORCEMENT
PER 4/SSW1 WHEN
REQUIRED.
SSWAB
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1
2
STEEL STRONG-WALL ANCHOR BOLT SHEAR ANCHORAGE 4
6
3
5SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI SSW ANCHOR BOLT TEMPLATES
SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI
SSW ANCHOR BOLT EXTENSION
STEEL STRONG-WALL ANCHORAGE - TYPICAL SECTIONS
SSW ANCHOR BOLTS 7
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W
W
1/2 W 1/2 W
STEEL STRONG-WALLANCHORAGE DETAILSENGINEERED DESIGNSSSW119/21/2009 2006 IBC REVISIONSW
SLAB OR CURB AND
SURROUNDING FOUNDATIONNOT SHOWN FOR CLARITY
12 W
SIMPSON STEEL
STRONG-WALL
FOUNDATION PLAN VIEW
SSWAB
12 W12 W
12 W
SEE TABLES BELOW FOR DIMENSIONS
NOTES:
1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED
OR UNCRACKED CONCRETE AS NOTED.
2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR
HIGH STRENGTH (HS) (ASTM A449).
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS.
THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6. REFER TO 1/SSW1 FOR de.
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 8,800 22 8 16,100 33 11
9,600 24 8 17,100 35 12
HIGH STRENGTH 18,500 36 12 33,000 51 17
19,900 38 13
35,300 54 18
UNCRACKED
STANDARD 8,800 19 7 15,700 28 10
9,600 21 7 17,100 30 10
HIGH STRENGTH 18,300 31 11
32,300 44 15
19,900 33 11
35,300 47 16
WIND
CRACKED
STANDARD
5,100 14 6 6,200 16 6
7,400 18 6 11,400 24 8
9,600 22 8 17,100 32 11
HIGH STRENGTH
11,400 24 8 21,100 36 12
13,600 27 9 27,300 42 14
15,900 30 10
31,800 46 16
19,900 35 12 35,300 50 17
UNCRACKED
STANDARD
5,000 12 6 6,400 14 6
7,800 16 6 12,500 22 8
9,600 19 7 17,100 28 10
HIGH STRENGTH
12,500 22 8 21,900 32 11
14,300 24 8 26,400 36 12
17,000 27 9 31,500 40 14
19,900 30 10
35,300 43 15 24/16/20142012 IBC REVISIONSNOTES:
1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM FI554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
6. SEE 1/SSW1 AND 2/SSW1 FOR W AND de.
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 9,000 20 7 15,700 29 10
9,600 21 7 17,100 31 11
HIGH STRENGTH 18,200 32 11 33,000 46 16
19,900 34 12 35,300 48 16
UNCRACKED
STANDARD 8,800 17 6 15,700 25 9
9,600 19 7 17,100 27 9
HIGH STRENGTH 18,600 28 10
32,600 40 14
19,900 30 10
35,300 42 14
WIND
CRACKED
STANDARD
6,000 14 6 7,300 16 6
7,300 16 6 13,500 24 8
9,600 20 7 17,100 29 10
HIGH STRENGTH
11,800 22 8 22,700 34 12
13,500 24 8 27,400 38 13
17,000 28 10
32,300 42 14
19,900 32 11
35,300 45 15
UNCRACKED
STANDARD
6,000 12 6 7,500 14 6
7,500 14 6 12,800 20 7
9,600 17 6 17,100 25 9
HIGH STRENGTH
12,800 20 7 21,300 28 10
14,800 22 8 26,000 32 11
16,900 24 8 31,300 36 12
19,900 27 9 35,300 39 13
STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE
DESIGN
CRITERIA
CONCRETE
CONDITION
ANCHOR
STRENGTH
SSWAB 3/4" ANCHOR BOLT SSWAB 1" ANCHOR BOLT
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
ASD
ALLOWABLE
UPLIFT (lbs)
W
(in)
de
(in)
SEISMIC
CRACKED
STANDARD 8,700 18 6 16,000 27 9
9,600 20 7 17,100 29 10
HIGH STRENGTH 17,800 29 10
32,100 42 14
19,900 32 11 35,300 45 15
UNCRACKED
STANDARD 9,100 16 6 15,700 23 8
9,600 17 6 17,100 25 9
HIGH STRENGTH 17,800 25 9 32,500 37 13
19,900 27 9 35,300 39 13
WIND
CRACKED
STANDARD
5,400 12 6 6,800 14 6
8,300 16 6 11,600 20 7
9,600 18 6 17,100 26 9
HIGH STRENGTH
11,600 20 7 21,400 30 10
13,400 22 8 25,800 34 12
17,300 26 9 31,000 38 13
19,900 29 10
35,300 42 14
UNCRACKED
STANDARD
6,800 12 6 6,800 12 6
8,500 14 6 12,400 18 6
9,600 16 6 17,100 23 8
HIGH STRENGTH
12,400 18 6 21,600 26 9
14,500 20 7 26,700 30 10
16,800 22 8 32,200 34 12
19,900 25 9 35,300 36 12
NOTES:
1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ASSUME MINIMUM f'c=2,500 PSI CONCRETE. SEE DETAILS
1/SSW1 TO 3/SSW1 FOR TENSION ANCHORAGE.
2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION
APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS.
3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY
USE WIND ANCHORAGE SOLUTIONS.
4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.
5. MINIMUM CURB/STEMWALL WIDTH IS 6" WHEN STANDARD STRENGTH SSWAB IS USED.
6. USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL STRONG-WALL PANEL DESIGN SHEAR FORCE EXCEEDS THE
TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD.
7. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-11 D.8.2.
STEEL STRONG-WALL SHEAR ANCHORAGE
MODEL
SEISMIC3 WIND4
Lt OR
Lh (in.)
SHEAR
REINFORCEMENT
MIN. CURB /
STEMWALL
WIDTH (in.)
SHEAR
REINFORCEMENT
MIN. CURB /
STEMWALL
WIDTH (in.)
ASD ALLOWABLE SHEAR LOAD V (lbs.)6
6" MIN CURB / STEMWALL 8" MIN CURB / STEMWALL
UNCRACKED CRACKED UNCRACKED CRACKED
SSW12 9 (1) #3 TIE 6 NONE REQUIRED -1230 880 1440 1030
SSW15 12 (2) #3 TIES 6 NONE REQUIRED -1590 1135 1810 1295
SSW18 14 (1) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE
SHEAR LOAD OF THE STEEL STRONG-WALL PANELSSW2115(2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
SSW24 17 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6
Sheet
Of 12 Sheets
Status
Con Docs Review
Drawn By
JB
Scale
Noted`
Date
June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.comCustom Remodel and AdditionThe Ullman Family1. STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG-TIE COMPANY, INC."
HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597.
"SIMPSON STRONG-TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE
BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM
THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER.
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY
COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT
TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF
MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER.
7. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS
WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
STEEL STRONG-WALL MODELS
SINGLE-STORY SSW ON CONCRETE
ALTERNATE GARAGE WALL OPTIONS
FIRST FLOOR AT WOOD FRAMING
TWO-STORY STACKED FLOOR FRAMING
1
3 12
STRONG-WALL ON CONCRETE
5
TWO-STORY STACKED
TOP OF WALL HEIGHT ADJUSTMENTS
1. SDS¼" x 3½" SCREWS PROVIDED WITH WALL.
14
14
14
14
14
14
14
12
12
12
12
12
12
12
SSW24x11
SSW24x13
SSW24x12
SSW24x9
SSW24x10
SSW24x8
SSW24x7
SSW21x13
117 1/4 3 1/2
5 1/2
5 1/2
5 1/2
141 1/4
153 1/4
129 1/4
5 1/2
3 1/2
3 1/2
3 1/2
93 1/4
105 1/4
80
153 1/4
SSW21x12
SSW21x11
SSW21x10
SSW21x9
SSW21x8
SSW21x7
SSW18x12
SSW18x13
SSW12
SSW15
5 1/2
5 1/2
3 1/2
3 1/2
141 1/4
129 1/4
117 1/4
105 1/4
5 1/2
5 1/2
3 1/2
3 1/293 1/4
80
153 1/4
141 1/4 9
9
QTY. OF
SCREWS
TOP OF WALL
3 1/2SSW15x9105 1/4
SSW18x11
SSW18x9
SSW18x10
SSW18x8
SSW18x7
SSW15x12
SSW15x11
SSW15x10
SSW18
SSW21
SSW24 3 1/280
5 1/2
3 1/2
3 1/2
3 1/2
105 1/4
117 1/4
129 1/4
93 1/4
5 1/2
5 1/2
3 1/2
129 1/4
141 1/4
117 1/4
SSW15x8
SSW15x7
SSW12x10
SSW12x9
SSW12x8
MODEL
NO.
SSW12x7
3 1/2105 1/4
3 1/2
3 1/2
3 1/2
80
93 1/4
117 1/4
(2) 1"
3 1/2
3 1/2
T (in)
80
93 1/4
H (in)
(2) 3/4"
ANCHOR
BOLTS
9
HOLDOWN
6
9
9
9
9
6
6
6
4
6
6
4
4
4
1
STEEL STRONG-WALL MODELS
WALL PROFILES
W
SSW24
SSW21
SSW18
SSW15
2
2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS.
(2) 3/4"
(2) 3/4"
(2) 3/4"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
(2) 1"
W
HTSSW24x11-STK
SSW24x13-STK
SSW24x12-STK
SSW24x9-STK
SSW24x10-STK
SSW24x8-STK
- -
SSW21x13-STK
SSW21x12-STK
SSW21x11-STK
SSW21x10-STK
SSW21x9-STK
SSW21x8-STK
- -
SSW18x12-STK
SSW18x13-STK
SSW15x9-STK
SSW18x11-STK
SSW18x9-STK
SSW18x10-STK
SSW18x8-STK
- -
SSW15x12-STK
SSW15x11-STK
SSW15x10-STK
SSW15x8-STK
- -
MODEL
NO.
- -
STD. WALL -STK WALL
SSW15x7.4 3 1/285 1/2 (2) 1" 6- -
SSW12x7.4 3 1/285 1/2 (2) 3/4" 4- -
SSW18x7.4 3 1/285 1/2 9(2) 1" - -
12SSW21x7.4 3 1/285 1/2 (2) 1" - -
14SSW24x7.4 3 1/285 1/2- -
(2) 1"
TABLE NOTES:
- -
- -
- -
ADDITIONAL 1-1/8" DIAMETER
HOLES MAY BE DRILLED THRU
WOOD STUDS AT ANY HOLE
LOCATION MATCHING AN
OBROUND HOLE IN
PRE-ATTACHED
WOOD STUDS
1/4" HOLES TO ATTACH
OPTIONAL BLOCKING OR
FRAMING
HOLES PREDRILLED IN
STUDS FOR WIRING.
PREFABRICATED HOLES IN STEEL
PANEL. (VARY WITH EACH MODEL)
ADDITIONAL CUTTING OF STEEL
WALL OR ENLARGING OF EXISTING
HOLES NOT PERMITTED.
STEEL PANEL
ELECTRICAL BUSHINGS
AT ALL ROUND MECHANICAL HOLES.
OPTIONAL PILOT HOLE
OR
ALTERNATE
7
TOP PLATE
ATTACH TOP OF WALL TO TOP PLATES
WITH SDS ¼" x 3½" SCREWS (PROVIDED)
7 8" MAXIMUM WOOD SHIM
WITH SDS 14" x 312" SCREWS.
FOR SHIMS GREATER
THAN 7 8", SEE
RIM JOIST, BEAM,
OR BLOCKING
IF APPLICABLE
5
STEEL PANEL FLANGE.
4
GARAGE WALL OPTION 1
POST & POST
BASE DETAIL
BY OTHERS
GARAGE WALL OPTION 2
SHEAR TRANSFER
DESIGN & DETAILS
BY OTHERS
7-FT. HIGH STEEL STRONG-WALL MODELS
ARE 80", 2" TALLER THAN 7-FT. HIGH WOOD
STRONG-WALL SHEARWALLS
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR:
1. SHEAR TRANSFER
2. OUT OF PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND DRIFT DUE
TO ADDITIONAL HEIGHT.
FOR GARAGE WALL OPTION 2
OR
ALTERNATE
52
4
4
NOTE:
318" MIN WIDTH
HEADER BY
OTHERS. FOR
MULTI-PLY HEADER
REQUIREMENTS
SEE 11SSW24x7
SSW21x7
CURB
H
SSW18x7
SSW15x7
SSW12x7
OPENING
HEIGHT
ROUGH
SSW15x8
SSW12x8
SSW18x8
SSW21x8
SSW24x8
512"
6"
512"
6"
7' - 112"
7' - 2"
8' - 23 4"
8' - 31 4"
GARAGE HEADER
ROUGH OPENING HEIGHT
No.
MODEL
1. THE HEIGHT OF THE GARAGE CURB
ABOVE THE GARAGE SLAB IS CRITICAL
FOR THE ROUGH HEADER OPENING AT
GARAGE RETURN WALLS.
2. SHIMS ARE NOT PROVIDED WITH
STEEL STRONG-WALL.
3. FURRING ON UNDERSIDE OF GARAGE
LESSER ROUGH OPENING HEIGHTS.
ROUGH
OPENING
HEIGHT
H
CURB
STEEL
STRONG-WALL
JOIST HANGER
(IF REQUIRED)
NAILING
BY OTHERS
SECTION
FRAMING BY
OTHERS,
TYPICAL
PLACE SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE 114" WRENCH / SOCKET FOR 3/4" NUT
USE 15 8" WRENCH / SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
RAKE WALL
ADJACENT
FRAMING
BY OTHERS
ATTACH SDS SCREWS
TO SHIM BLOCK
4x SHAPED
SHIM BLOCK
(12" MAX. DEPTH
AT TALL END)
LTP4 SPACING
BY OTHERS
2x FLAT SHIM BLOCK
ADJACENT FRAMING
BY OTHERS
ATTACH SDS SCREWS
TO BLOCKING
CRIPPLE SHEAR WALL,
BLOCKING AND STRAP
BY OTHERS
4x SHIM BLOCK
ATTACH SDS SCREWS
TO SHIM BLOCK
4x SHIM BLOCKLTP4 SPACING
BY OTHERS
2x FLAT SHIM BLOCK
ADJACENT FRAMING
BY OTHERS
CRIPPLE WALL
REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR:
1. SHEAR TRANSFER
2. OUT OF PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND DRIFT
DUE TO ADDITIONAL HEIGHT.
ATTACH WITH SDS14" x 412"
SCREWS TO SHIM BLOCK
INSTEAD OF SDS14" x 312"
SCREWS PROVIDED.
8TWO-STORY STACKED FLOOR SECTION
W
OR
ALTERNATE
9
52
SSW-STK OPTION
(FACTORY INSTALLED)
FIRST STORY WALL:
ADD -STK TO MODEL
NAME.
EXAMPLE: SSW21x9-STK
STANDARD
STEEL STRONG-WALL
AT 2nd FLOOR
OR
ALTERNATE
74
ORDER TWO-STORY
STACKED WALL
CONNECTOR KIT
SEPARATELY.
MODEL SSW_-2KT .
EXAMPLE: SSW21-2KT
RIM JOIST
2nd STORY
STEEL STRONG-WALL
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
(PROVIDED WITH SSW_-2KT).
SOLID BLOCKING BELOW
STEEL STRONG-WALL
BETWEEN FLOOR FRAMING
FIRST STORY
STEEL STRONG-WALL
FLOOR SHEATHING
SHEAR TRANSFER
BY OTHERS
(SIMPSON LTP4 SHOWN FOR
ILLUSTRATION)PERPENDICULAR FLOOR FRAMING SPACED
AT 2'-0" OC MAXIMUM. WHERE FRAMING
IS PARALLEL TO WALL, INSTALL
BLOCKING WITHIN 6" OF EACH END OF
STEEL STRONG-WALL. BLOCKING DEPTH
SHALL MATCH FLOOR FRAMING DEPTH.
SDS 14" x 312" SCREWS
(INCLUDED WITH WALL)
10d COMMON NAILS
(NOT PROVIDED)
11MULTI-PLY HEADERS
1" DIAMETER
DRILL 1 1/16" MAX DIAMETER
HOLE IN DOUBLE TOP
PLATE FOR RODS
SOLID BLOCKING BELOW
INTERIOR ELEVATION
EXTERIOR ELEVATION
RIM JOIST
ATTACH TOP OF SSW TO
TOP PLATES WITH
8
SIMPSON A34 EACH SIDE
HEAVY HEX NUTS TOP
AND BOTTOM (PROVIDED
WITH SSW_-2KT). NUTS SHALL
BE SNUG TIGHT. DO NOT
USE AN IMPACT WRENCH.
STEEL STRONG-WALL
FOR SHIMS GREATER
THAN 7/8" SEE 5
ROD
LENGTH
ROD LENGTH
MAXIMUM FACTORREDUCTION
18 INCHES 1.00
21 INCHES 0.94
ROD LENGTH IS TOTAL OF FLOOR
JOIST DEPTH PLUS TOP PLATES
PLUS SHIM THICKNESS.
SDS¼" x 3½" SCREWS
THREADED RODS
(PROVIDED WITH SSW)
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
10d COMMON NAILS
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 5/8" WRENCH/SOCKET FOR 1" NUT
SET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST.NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
DEEP HOLE OR NOTCH
DRILL 2" DIAMETER x 1"
(NOT INCLUDED)
(PROVIDED WITH
SSW_2KT)
SHEAR TRANSFER
BY OTHERS
(LTP4 SHOWN)
24
NO.
MODEL
21
18
15
WIDTH
(in)
WALL
TWO-STORY STACKED
WALL CONNECTION KIT
SSW24-2KT
SSW21-2KT
SSW18-2KT
SSW15-2KT
CONTENTS
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
(with #14 SCREWS)
(2) 1" x 48" THREADED RODS (ASTM A36)
(6) HEAVY HEX NUTS
INSTALLATION INSTRUCTIONS
(PROVIDED WITH SSW_-2KT)
SSW
SSW MULTI-PLY HEADER CROSS SECTION
MULTI-PLY HEADERS MAY BE
USED WITH STEEL STRONG-
WALL FOR WIND DESIGNS OR
IN SEISMIC DESIGN CATEGORIES
A-C (IBC & IRC) ONLY
SSW WITH MULTI-PLY HEADER
1 12"
2"2"
1" MIN.
TYP.
1 12"
INSTALL SDS14"x312"
SCREWS. SEE SIDE VIEWS
FOR NUMBER & SPACING
(SCREWS BY INSTALLER)
HEADER BY OTHERS.
2 PLY 2x12 MIN WITH 12"
SHEATHING BETWEEN PLYS
OR 2 PLY 13 4"x117 8" MIN. LVL
(2 PLY LVL SHOWN)
SDS14"x312" SCREWS
PROVIDED WITH WALL
16d COMMON NAILING. SEE SIDE
VIEWS FOR SPACING.
SIDE VIEW
NOTE:
2
3
1
STEEL STRONG-WALL
(SSW18 SHOWN)
1 INSTALL SDS 1/4"x3 1/2" SCREWS
HORIZONTALLY THROUGH LVL OR
2 x LUMBER HEADER PLYS. 4 SCREWS
FOR SSW15, SSW18, SSW21 AND SSW24.
SDS 1/4"x3 1/2" SCREWS PROVIDED
WITH WALL
FASTEN PLYS TOGETHER WITH 16d
COMMON NAILS AT 16" O.C. ALONG EACH
2
3
EDGE OF BEAM.
15/32" SHEATHING BETWEEN
2x HEADER PLYS SHALL MATCH HEADER
4
DEPTH AND EXTEND FULL WIDTH OF
SSW, MINIMUM.
4
4
2
COUPLER NUT
SOLID BLOCKING BELOW
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 1/4" WRENCH/SOCKET FOR 3/4" NUT
1 5/8" WRENCH/SOCKET FOR 1" NUTSET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
INTERIOR ELEVATION
EXTERIOR ELEVATION
SHEAR TRANSFER
WITH SSW_-1KT)
SHEAR TRANSFER
BY OTHERS
(LTP4 SHOWN)
RIM JOIST
SIMPSON A34 EACH SIDE
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST.
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
STEEL STRONG-WALL
#14 SCREWS TO
PANEL (PROVIDED
10d COMMONS
FIRST FLOOR AT WOOD FRAMING NOTES:
1. USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE
STRONG-WALL CATALOG FOR THIS INSTALLATION.
2. USE ALTERNATE DETAIL TO ACHIEVE MAXIMUM ON-CONCRETE
ALLOWABLE LOADS.
3. FOR TWO-STORY STACKED STEEL STRONG-WALLS WITH WOOD
FIRST FLOOR, USE ALTERNATE DETAIL .
4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER
FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION.
AND THREADED
STEEL
STRONG-WALL
JOIST HANGER
(IF REQUIRED)
SECTION
PLATE. (PROVIDED
BLOCKING
BELOW SSW
WITH SSW_-1KT)
TO FRAMING
7
7
FLOOR FRAMING AT 2'-0"
OC MAX. WHERE FRAMING
IS PARALLEL TO WALL,
INSTALL BLOCKING WITHIN
6" OF EACH END OF SSW.
BLOCKING DEPTH SHALL
MATCH FLOOR FRAMING.
RODS (INCLUDED
WITH SSW_-1KT)
DEEP HOLE OR NOTCH
DRILL 2" DIAMETER x 1"
NO.
MODEL
15
WIDTH
(in)
WALL
WOOD FIRST-FLOOR
WALL CONNECTION KIT
SSW24-1KT
SSW21-1KT
SSW18-1KT
SSW15-1KT
CONTENTS
EACH KIT CONTAINS:
(1) SHEAR TRANSFER PLATE
(with #14 SCREWS)
(2) 3/4"x18" or 1" x 18" THREADED
RODS (ASTM A36)
(2) COUPLER NUTS
(2) HEAVY HEX NUTS
INSTALLATION INSTRUCTIONS
12 SSW12-1KT
SSW1 FOR
ANCHORAGE
SOLUTIONS.
SEE SHEET
18
21
24
ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY.
MODEL SSW_-1KT . EXAMPLE: SSW21-1KT
(NOT PROVIDED)
9 NOTES
ALTERNATE 1ST FLOOR WOOD FRAMING
PLACE SSW PANEL OVER
THE ANCHOR BOLTS AND
SECURE WITH HEAVY
HEX NUTS. (PROVIDED)
USE 114" WRENCH / SOCKET FOR 3/4" NUT
USE 15 8" WRENCH / SOCKET FOR 1" NUT
NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
SEE TO FOR
ANCHORAGE SOLUTIONS
7
10
6
SEE SHEET SSW4
FOR GARAGE PORTAL
SYSTEM WHEN SSWP-KT
IS SPECIFIED
1 4
SEE TO FOR
ANCHORAGE SOLUTIONS
1 4
UPPER PANEL SHEAR
TOTAL FOR SSW12, 6 SCREWS TOTAL
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
FOR 8" TO 12" BLOCK DEPTHS:
SIMPSON CS16 STRAPS REQUIRED
WITH 10dx1½ NAILS (0.148" x 1.5")
SHIM BLOCK HEIGHTS GREATER
THAN 8" AND UP TO 10":
8 NAILS INTO BLOCK
8 INTO SSW NAILER STUD
SHIM BLOCK HEIGHTS GREATER
THAN 10" AND UP TO 12":
10 NAILS INTO BLOCK
10 INTO SSW NAILER STUD
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.19/21/2009 2006 IBC REVISIONSHEADER MAY BE NECESSARY FOR HSTEEL STRONG-WALLFRAMING DETAILSENGINEERED DESIGNSSSW2
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.24/16/2014 2012 IBC REVISIONS38/08/20162015 IBC REVISIONS
Scope of Work to be provided shall include all material and labor necessary to provide a complete and
functional product, whether as depicted on the Documents, unless specificallynoted otherwise.
the intent of these documents is to provide necessary information for a complete and functional project,
whether or not such information is expresessley shown, it shall be inferred that the Contractor will provide
all material and labor required for a complete and functional project, unless specifically noted otherwise.
The Plan Check Fee (if any) has already been paid by the Owner. School Fees (if applicable) will be paid
for directly by the Owner. The permit will be taken out in the Contractor's license. Contractor is to provide
proof of Workman's Compensation Insurance to both the Owner and the Building Department. Contrator to
obtain adn pay for all other permit costs.
All work shall be in accord with applicable codes and all other local ordinances. By submitting a bid, the
Contractor is certifying that he/she is familair with the local jurisdiction and how any local codes,
ordinances may affect the construction. Nothing in these draqings shall be construed as requiring or
allowing work in conflict with any applicable codes. In case of mulitiple interpretations, the stricter
interpretation shall prevail.
h
"Hidden Conditions" refers to those conditions that a competant Contractor could not reasonably have
observed during a pre-bid visit to the site. For example, the presence of termite damage may be
considered a "Hidden Condition"
"Apparent Conditions" refers to those conditions that a competant Contractor could reasonably have
observed during a pre-bid visist to the site. For example, the prescence of a tree in the area of the addition.
The tree must be removed in order to procedd with the project. Whether or not the tree removal is
indicated on the documents, it would be considered an "Apparent Condition" which the Contractor should
factor into his/her bid.
Contractor to note the possible prescence of any hazardous materials (if readily observable) in the area of
the proposed constructin, along with a proposal of how it would be removed, sealed, or otherwise
disposed. the proposal shall be in comliance with all applicable codes, ordinances , and laws and shall
indicate who woudl remove/seal/dispose the hazardous material and who would bear the cost for
removing/sealing/disposing.
Contractor shall verify all site conditions, dimensions, and setback clearances prior to beginning any
excavations or demolition. Should any field condtions conflict with those depicted on the documents,
consult with the Architect prior to proceeding.
Contractor to test for the presence of any hazardous materials (including but not limited to asbestos and/or
lead paint) that may be present or affected by the construction. removal of any hazardous materials (if
required) shall be done in strict accordance with all local, county, state and or federal ordinces. laws and
/or regulations.
Reasonable care has been taken in the preparation of these Documents. However, since many conditions
are hidden until construction begins, it is imperative that the Contractor notify the Architect should the field
conditions differ from those depicted on the Documents.
In the case of conflicts between the various parts of the Documents, the stricter interpretation shall
prevail.Report all conflicts to the Architect for resolution.
The Documents indicate location, dimension, reference and typical details of construction. The documents
do not illustrate every condition. Work not specifically detailed shall be of similar construction to
corresponding parts that are detailed. Consult with the Archtiect for additional information where required.
Do not scall the documents. Larger scale documents shall goveren over smaller scale documents. Consult
with Architect in the casue of any discrepancies.
The Documents and specifications are intended to complement each other.Anything indicated in one and
not th eother shall be executed in both,In cases of direct conflict, the more restriictive shall take
precedence.
All work shall be plumb,level, square, true iand in alignment with adjacent floors, walls and ceilings (to
industry standards), unless noted otherwise.
Contractor to provide adequate protection for all existing building items and finishes that are to remain. All
cutting and demolition of existing materials and finishes shall be done in a manner that does not jeopardize
teh existing conditions. Patching or repairing of damage caused by the contractor and/or subcontractors
shall be with materials that match kind, quality, and performance of the original.
The Contractor shall be soley responsible for the safety and security of the project site in accordance with
applicable laws and ordinances.
All material and equiment to be permanently installed as part of the project shall be new, unless stated
otherwise.
Provide barriers as required to protect asjacent property from construction dirt, dust, and other damage.
Keep the job site premises clean at all times during construction, Contractor shall remove all construction
debris, equipment and materials from the site, and thouroughly clean all areas of construction, prior to final
acceptance of work by the Owner.
Provide and maintain temporary sanitary facilities for those engaged in the work as required by City and
County ordinances. Upon completion of the work, remove all temporary facilities from the site.
Comply with the local jurisdiction's Construction and Demolition recycling ordinance (or similar and if
applicable)or any other similar ordince engforced by the local jurisdiction.
Where products or workmanship is specified by reference to a document not included in the Documents,
comply with the requirements of the document, except where more stringent requirements are specified.
Concrete
American Concrete Institure (ACI) Standards
Concrete Reinforcing Steel Institure (CRSI) Standards
ASTM A1615-Concrete Reinforcement
ASTM C94 Ready Mix Concrete
ASTM C33 Aggregates
Wood and Plastics
American Institute of Timber Construction (AITC) Standards
National Forest Products Association Design Specifications
American Plywood Association (APA)
Western Wood Products Association (WWPA)
Woodwork Institute of California (WIC): Manual of Wood Work
Thermal and Moisture Protection
The California Energy Commission: Procedures for Proper Installation of Insulation.
ASTM C1015-Standard Practicefor Installation of Cellulosic and Mineral Fiber Loose-Fill Insulation
National Roofing Constructors' Association (NRCA); Roofing and Waterproofing Manual
Sheet Metal and Air Conditioning Contractors National Association (SMACNA); Architectural Sheet Metal
Manual
ASTM C1193-Standard Guide for Use of Joint Sealers
Finishes
Gypsum Association : Application and Finishing of Gypsum Board
Tile Council of North America: Handbook for Ceramice Tile Installations.
Master Painters Institute; Archtiectural Painting Specification Manual
Mechanical
California Code of Regulations; Title 24, 2008 Standards
American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE)
Electrical
California Code of Regulations ; Title 24, 2008 Standards
Underwriters Laboratories (UL)
1. All work shall conform to all local codes and other applicable ordinances including, but not limited to the California Plumbing Code (2016 edition) California Mechanical
Code (2016 Edition), California Electrical Code (2016 Edition), California Building Code (2016 Edition) and Title 24 Standards (2016 Edition).
Mechanical
1. Mechanical Contractor is responsible for selecting furnace(s) as well as duct sizing and system balancing. Minimum efficiencies for the HVAC system shall be as
noted on the Title 24 Documentation prepared for this project. Please review the Title 24 Compliance for any HERS required measures and include them in the
scope of your work. If required, scope of work shall include retaining a qualified HERS inspector to verify that the works complies with the requirements.
2. Exhaust fans shall connect directly with the outside air and shall be capable of a minimum of 5 air changes per hour and shall be equipped with a back draft
damper. Termination shall be a minimum of three feet away from any operable doors/windows/skylights or fixed attic vents per CMC Section 504.5
3. Provide a Carbon Monoxide detector in hallway adjacent to Bedrooms (on each level, if applicable).
4.All appliances/equipment shall be registered and labeled indicating energy usage and efficient per CEC requirements.
5.Provide and install all grills, registers, and ductwork with dampers. Balance to provide uniform distributuon. Insulate per CMC 2016 Edition.
6.Provide back draft dampers and weather louvers at exhaust ducting and outlets.
7.Dryer vent (if applicable) shall be smooth metal extending to the outside with a back draft damper. Exhaust length and termination shall be in accordance with the
CMC, 2016 Edition.
8.Provide combustion air ro the water heater and furnace(s) per CMC and CPC (2016 Editions)
9.All work shall conform to the following industry standards:
California Code of Regulations Title 24 2016 Standards
American Society of Heating Refrigeration and Air Conditionin Engineers (ASHRAE)
Electrical
1.Provide and install ground fault circuits and grounding at all outlets, switches, motors etc in kitchen, garage, and baths (within the area of work) per CEC 2016
Edition.
2.Verify with Owner the style and finish of all new electrical outlets. switches, and other misc trim . At remodels, renovations, and additions, assume that all new
switches outlets etc will match existing, however, verify with Owner prior to ordering materials.
3.All wire within the home to be copper, 12 gauge for 20 amp circuits and `14 gauge for 15 amp circuits.
4. Electrical sub contractor shall arrange a "walk thru" with the Owner (s) a minimum of 72 hours prior to beginning rough in. Purpose is to verify the exact location of
all lights, switches outlets etc.
5.provide and/or upgrade power service , meters, panels, sub panels, feeds and other wiring as required by code to meet the requirements of the work. Contractor to
pull separate permit for upgrade of Electrical Main Panel (if required) and shall coordinate with the appropriate jurisdictions for al inspections. Power shall be shut
off by appropriate jurisdiction and shall be turned back on only after appropriate inspections and approvals.
6.Receptacle outlets shall be installed in all habitable rooms such that any point along a wall shall be within six (6') feet of an outlet. Any point along a kitchen
counter shall be within 24 inches of an outlet.Any outlet within six feet of a sinkl shall be on a GFI circuit. Receptacle outlets installed in new rooms and existing
rooms being rewired (other than bathrooms and kitchens) shall be on Arc Fault Interrupter (AFCI).
7.All smoke detectors installed shall be interconnected and shall be 100 volt hard wired with battery backup. See Floor Plan for locations.
8.Exterior Lights (if indicated on the plans)shall be marked for "wet use"per CEC, 2016 Edition.
9.Closet lights (if indicated on the plans)shall be installed per CEC 2016 Edition.
10.Exhaust fans with integral lighting shall be switched separately.
11.Recessed lighting in tub/shower or shower compartments shall be "wet listed"type if subject to spray.
12.Provide a separate 20 amp branch circuit serving the required bathroom outlet(s) per CEC Section 210.11 (C)(3). Note that this circuit cannot supply any other
receptacles in the bathroom such as lights, fans etc unless a separate circuit is provided for each bathroom.
13.Provide a minimum of two separate 20-amp small appliance branch circuits serving the kitchen counter outlets per the CEC (2016 Edition).
14.Provide a 220 volt 30 amp branch circuit dedicated for the dryer at the laundry room per the CEC Section 220.54 , 2016 Edition.
15.All work shall conform with the following industry standards
California Code of Regulations Title 24 2016 Standards
National Electrical Manufacturer;s Association (NEMA)
Underwriter's Laboratory (UL)
Plumbing Notes
1.Provide and install meter connections, upgrades to meter, water and gas supply piping, waster and vent lines, clean-outs, valves, stops, traps, fittings connections
and matching trim for a complete and functional installation.
2.Size or upsize all lines per code requirements and insure full flow pressure to all users when multiple fixtures are in use in different locations at the same time.
3.Caulk around all tubs, sinks, toilets, etc with DAP or other approved sealant.
4.All new water lines to be copper, including water main from the street (if indicated on the plans). Solder used in all joints to be free of lead or cadmium.
5.Drain lines between floors, and in first and second floor walls shall be cast-iron. Drain lines below the lower floor may be ABS if allowed by the local jurisdiction,
Vent lines may be ABS if allowed by local jurisdiction.
6.All plumbing fixtures shall be IAMPO or UPC approved.
7,Provide nonremovable backflow prevention device on all new hose-bibs.
8.Provide ultra low flsh toilets (1.28 gallons per flush)at allnew toilets.
9.Storage gas water heatrers (if within the scope of the work) shall be installed on a min 18 inch high platform whenlocated within the garage. provide seismic
anchorage of the water heater including anchors or straps at points within the upper and lower 1/3 of its vertivcal dimension. The lower strap shall be located a minimum of
4 inches above the controls per CPC, 2016 Edition.
10.Provide a pressure temperature relief valve to outside of all new waste heaters or water heaters to be relocated per CPC 2016 Edition.
11.Provide pressure balance or thermostatic mixing valves at all new tubs and/or showers.
12.Provide approved high-pressure device (hammer) for quick acting valves (at clothes washers, dishwashers) in the water supply line per CPC 2016 Edition.
Sheet
Of T1-A4 Sheets
Status
Design Review
Drawn By
JB
Scale
NA
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.comThe Checker Family10376 Amistad Ct Cupertino CaLOCATION 10376 Amisted Ct
Cupertino, CA
APN 342-045-014
OWNER Ravin Checker
10376 Amisted Ct
Cupertino, Ca
ARCHITECT JOHN BARTON ARCHITECT
359 DE LEON AVENUE
FREMONT CA 94539
CONTACT JOHN BARTON
510 623 9861
JBARCH100@MSN.COM
GEOTECHNICAL ENGINEER
Wayne Ting & Associates
42329 Osgood Rd Unit A
Fremont Ca 94539
510 623-7768
Occupancy R-3/U
Type of Construction VB
Stories Two
Fire Sprinklers None
Lot Area (gross)10,723 SF
Lot Area (net-excludes
storm drainage easement)
9,523 SF
Existing Lower Level 494 SF
Existing Middle Level 728 SF
Existing Upper Level 1,120 SF
Subtotal House 2,342 SF
Existing Garage 673 SF
Total Existing 3,015 SF
Addition (middle level) 841 SF
Addition Including
2nd floor equivilent 1,031
New Totals
Lower Level 494 SF (no change)
Middle Level 1,760 SF (with 2nd Fl Equiv)
Upper Level 1,120 SF (no change)
Subtotal House 3,374 SF
Garage 673 SF
Total Proposed 4,047 SF
Site Coverage Exist 1,895 SF or 19.9%
Site Coverage Prop 2,836 SF or 29.8%
As stated in the General Notes (Sheet T-1) of the documents, it is imperative that the Contractor (and the relevant subcontractors) visit the job site prior
to formulating their bid for the purpose of observing all relevant job-site conditions that may influence the project. The Contractor shall contact the owner
directly for the purpose of coodinating access to the existing site and/or building. The expectations is that the Contractor will use his/her knowledge and
experience to observe those conditions that might affect the cost of providing a complete, functional, and turen key project. Due to the nature of the
competitive bidding process, the Contractor may be tempted to neglect these items whenpreparing his bid. Do not do so. Include the costs of those items
in your bid as a separate line item. An example of how this may be formatted is given below (For illustration purposes only).
Why Necessary Plans indicate that the addition will be located in the right rear corner of the existing house. There is currently a fruit tree in this area.
This tree will have to be removed
Cost $500 to remove tree
Alternate Action Owner to remove tree
Why Necessary Plans do not specifically indicate any upgrade to the existing furnace. However, due to the size of the addition, it may be necessary
to replace the existing furnace with a new (larger/more efficient) unit
Cost $5000 to replace furnace
Alternate Action Utilize existing furnace (if allowed by code)
Why Necessary Plans ahow the location of the addition. However, in order to locate the new addition per plans, the existing water shut off valve will
have to be relocated. The plans fo not indicate this.
Cost $450 to relocate valve.
Alternate Action None
It is imprtant to note that these are just examples and there may be other possibel conditions that should be noted in the Contractor's bid. Contractor
understands that unless they specifically note that an item is excluded from the scope of the work, they will be responsible for all material and labor necessary
to complete the project, whether or not the item is specifically noted.
It is not uncommon for existing structures to have unexpected costs to remedy existing conditions, not readily observable. For example, the Archtiect did
not crawl under the existing structure to recisely locate the existing foundation piers. The direction, size, and spacing of existing framing members may be
assumed but is always subject to field verification once demolition is underway. The adequacy of the existing framing cannot be fully known until it is fully exposed. For thisreason
it is imperative that the Contractor/Bidder notify the Archtiect should any condtions be exposed that may require additiional work to disucss possible solutions.
If any of the solutions prposed result in an addiotional cost to the Owner, the Contractor shall obtain Owner approval prior to proceeding. If the Contractor does not
consult with the Archtiect regarding possible solutions, the Architect will assume no liability for the sucess/failure or cost of implementing these changes.
It is possible that there may be some conflicting conditions on he Documents, between what is depicted on the documents and the existing conditions. For example,
a beam shown on the Floor Framing Plan may indicate a 4x12 DF #1 while a detail may indicate a 3 1/2" by 11 1/4" PSL. In such cases, the stricter
interpretation shall prevail. In the case indicated above, the Contractor should assume the beam to be the PSL, not the DF. In these instances, contact
the Archtiect for clarification as soon as the conflict is discovered. The Archtiect assumes no liability for correcting similar situations if the Contractor does not
ask for clarification.
The Contractor's bid should detail a process or procedure for the removal/sealing/disposal of any hazardous materials that may be present on the job site
or disturbed by the work.
Structural Notes
A.GENERAL
1.All work shall conform to the 2016 Editions of the California Building Code (CBC), the California Electical Code (CEC),
the California Plumbing Code (CPC), and all other local codes and ordinances.
2.The Contractor shall verify and be responsible for all dimensions and conditions at the job site and shall notify the Architect of any discrepancies between the actual condtions and what is shown on the documents prior to
proceeding with the work.
3.The Contractor shall be responsible for the safety of the structure during construction and/or demolition. The conttractor shall provide adequate shoring and bracing and guys in accordance with all national, state and local
safety ordinances. Any deviations must be approved prior to proceeding.
B.FOUNDATI
1.The foundation design is based upon a bearing capacity of 1000 psf.
C.CONCRETE
1.All concrete shall have a minimum compressive strength of 2500 psi (28 day ultimate strength), maximum 4 inch slump, and shall have a maximum aggregates size of 3/4 inch.
2.Concrete shall be regular weight hard rock type (150#/cf). Aggregate shall conform to ASTM C33, unless otherwise noted.
3.Cement shall conform to ASTM C-150, type 1 or type 2.
4.Placement of concrete shall be in conformance with ACI 301.
5.Concrete shall be machine mixed and delivered in accordance with ASTM C-94. Submit mix design to the Architect for approval prior to placing concrete.
6.Provide minimum clear cover of concrete over reinforcingf steel as follows:
A.To surfaces in contact with earth 3 inches
B.To formed surfaces 2 inches
C.Between bars 2 inches
D.REINFORCING STEEL
1.All reinforcing steel shal conform to ASTM specifications A615 grade 40 for #5 and larger bars and grade 60 for # 4 and smaller bars. All bars shall be clean dn free from rust.
2.All reinforcing steel shall be lapped as noted below:
A.#4 Bars 24 inches for bottom bars and 28 inches for top bars
B.#5 bars 30 inches for bottom bars and 35 inches for top bars
C.#6 bars 40 inches for bottom bars and 45 inches for top bars
3.Welded wire fabric shall conform to ASTM A82 and A185.
4.Anchor bolts, dowels, and other embedded items shall be firmly secured and tied in place prior to placing concrete.
E.WOOD
1.Unless specifically noted on the documents, all framing members shall be Douglas Fir (DF)and shall have the following grades:
2x rafters and joists #2 or better
3x and 4x beams #2 or better
6x and larger beams #1 or better
Studs #2 or better
4x and larger posts/columns #2 or better
2.All wood bearing directly on or incontact with concrete or masonary shall be Pressure Treated Douglas Fir (PTDF).
3.Plywood sheathing shall be cdx exterior grade and shall be clearly stamped with the DFPA grade mark of the APA.
4.Glued Laminated Beams (Glu-Lams)
A.Glu-Lam Beams shall be Douglas Fir combination 24F, V-4 or V-8, industrial appearance and shall conform to Voluntary product standards PS56-73. Structural Glued Laminated Timber, unless noted otherwise. Use
tension lams at top of cantilevered beams.
B.All beams shall be stamped with identifying number, accompanied by a certificate od inspection by an approved ICBO testing laboratory and AITC, which shall be submitted to the Archtiect prior to delivery.
C.Alll surfaces shall be given one factory coat of moisture sealer and all cut ends coated with end sealer. Beams further cut at the job site shall have the cut surfaces sealed at the job site prior to installation.
5.Parallam or Microlam or Versallam beams
A.All parallam (PSL), microlam (ML), or versallam beams (VSL)shall be as manufactured by Trus Joist MacMillanor equal and shall comly with FHA 689, FHA925, NER 119, NER 126 and NER 292.
6.Wood Trus Joists
A.All Trus Joists are TJI as manufactured by Trus Joist Corporation..
B.THI joists shall be sized and detailed as shown on the drawings unless specifcally approved by the Archtiect.
C.All TJI joists shall be manufactured in a plant approved for fabircation by the Building Department.
D.All material shall be stored adequately as recommended by manufacturer to avoid damage due to weather.
E.Brace and supprt all members for temporary construction loads. Erection bracing in addition to specifed bridging is to be provided to keep the TJI joists straight and plumbas required and to assure adequate lateral
support for the individual TJI joists and the entire system until the sheathign has been appleed. All framing shall be inspected prior to lywood application.
7.Wood framing members not bearing directly on bearing points shall be supprted by means of framing hardware as manufactured by Simpson Strong Tie or Trus Joist Macmillan. Install and nail hangers in accordacne with the
manufacturer's ICBO reports.
8.Wood framing shall be inaccordance with the 2016 California Building Code (CBC) and the standard practices recommended by the American Institute of Timber Constructin (AITC).
A.Ceiling and Floor joists shall have cross briging at 8' oc maximum
B.Block joists over all supprts and provide double joists under parallel walls. Nail doubled joists with 2 rows of 16d at 16"oc.
9.Contractor shall protect the work from any damages due to weather conditions at the time of construction.
10. Wood members shall be connected with nailing per the 2016 CBC unless greater sizes and number of nails are shown and noted on the documents. Nails exposed to weather shall be galvanized. Nails shall be commom
wire nails:holes for nails shall be provided where the wood memebrs tend to split. Split wood members shall be replaced and removed from the job.
11.Unless noted otehrwise on the documents, plywood sheathign shall be nailed as follows:
Roof Sheathing 8d at 6 inches oc at edge and 12 inches oc at all field areas. Edge nailing occurs over allsupported edges, over last rafter aligned over exterior walls, over eave blocking as well as rafters and/or
blocking designated as collectors.
Wall Sheathing 8d at 6 inches oc and 12 inches oc at all field arreas. See details for nailing around openigns etc.
Floor Sheathing 10d ring shanks at 6 inches oc at edge and 12 inches oc at all field areas, Edge nailing occurs over all supported edges and over blocking and framing designated a collectors.
FOR
10376 Amisted Ct Cupertino CA
T1 Cover Sheet
A1 Site Plan
A1A Floor Area Diagrams
C1 Site Survey
A2 Existing Floor Plans
A3 Proposed Floor Plan
Door & Window Schedules
A4 Proposed MEP Plan
A5 Exterior Elevations
A6 Exterior Elevation
Building Sections
A7 Roof Framing Plan
A8 Foundation Plan
A9 Foundation Details
A10 Roof Details
A11 Velux Skylight Details
A12 Deck Plan
A13 Firepit Plan
SSW1Steel Strong Wall Details
SSW2Steel Strong Wall Details
T24A Title 24-CF-1R
T24B Title 24 Mandatory Measures
CG1 Cal Green
P1 Pollution Control Measures
T1Cover SheetScope of Work
Expand existing Family Room, Entry, Kitchen, Living Room (add 941 SF)
Renovate existing 728 SF (on middle level)
Add new deck off of rear (middle level) 530 SF
Remove existing masonary fireplace at Living Room
Remove existing swimming pool. Fill in with engineered fill under the direction
of the project Geotechnical Engineer
Senate Bill 407: Any alteration or improvement shall require all non-
compliant plumbing fixtures to be replaced with water conserving
plumbing fixtures. Non-compliant fixtures shall be replaced prior to final
permit approval or issuance of certificate of occupancy by the City of
Cupertino (SB 407).
Property is located within a Fault Rupture Zone
PC
PC
PC 12 October 2018
PC
PC
PC
PC
PC
PC2
PC2 15 March 2019
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name:Existing+Alterations+Addition Calculation Date/Time:14:39, Tue, Jun 26, 2018 Page 1 of 8
Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-04302018-1016 SP2 Report Generated at: 2018-06-26 14:39:30
GENERAL INFORMATION
01 Project Name Existing+Alterations+Addition
02 Calculation Description Title 24 Analysis
03 Project Location 10376 Amistad Ct
04 City Cupertino 05 Standards Version Compliance 2017
06 Zip Code 95014 07 Compliance Manager Version BEMCmpMgr 2016.3.0 (1016 SP2)
08 Climate Zone CZ4 09 Software Version EnergyPro 7.2
10 Building Type Single Family 11 Front Orientation (deg/Cardinal)270
12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1
14 Total Cond. Floor Area (ft
2)3283 15 Number of Zones 2
16 Slab Area (ft
2)502 17 Number of Stories 1
18 Addition Cond. Floor Area (ft
2)941 19 Natural Gas Available Yes
20 Addition Slab Area (ft
2)0 21 Glazing Percentage (%)16.0%
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
.
ENERGY USE SUMMARY
04 05 06 07 08
Energy Use (kTDV/ft
2-yr)Standard Design Proposed Design Compliance Margin Percent Improvement
Space Heating 40.83 36.76 4.07 10.0%
Space Cooling 22.32 26.28 -3.96 -17.7%
IAQ Ventilation 0.00 0.00 0.00 0.0%
Water Heating 7.20 7.20 0.00 0.0%
Photovoltaic Offset ----0.00 0.00 ----
Compliance Energy Total 70.35 70.24 0.11 0.2%
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
NO SPECIAL FEATURES REQUIRED
218-P010183614A-000-000-0000000-0000 2018-06-26 14:55:35 CalCERTS inc.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name:Existing+Alterations+Addition Calculation Date/Time:14:39, Tue, Jun 26, 2018 Page 2 of 8
Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-04302018-1016 SP2 Report Generated at: 2018-06-26 14:39:30
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
Building-level Verifications:
•--None--
Cooling System Verifications:
•Verified EER
•Verified SEER
HVAC Distribution System Verifications:
•Duct Sealing
Domestic Hot Water System Verifications:
•-- None --
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft
2)
Number of Dwelling
Units Number of Bedrooms Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Existing+Alterations+Addition 3283 1 6 2 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name
Zone Floor Area
(ft2)
Avg. Ceiling
Height Water Heating System 1 Water Heating System 2
Existing Home Conditioned Altered FAU & A/C1 2342 9 DHW Sys 1 n/a
New Addition Conditioned Altered FAU & A/C1 941 9 DHW Sys 1 n/a
218-P010183614A-000-000-0000000-0000 2018-06-26 14:55:35 CalCERTS inc.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name:Existing+Alterations+Addition Calculation Date/Time:14:39, Tue, Jun 26, 2018 Page 3 of 8
Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-04302018-1016 SP2 Report Generated at: 2018-06-26 14:39:30
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft
2)
Window & Door
Area (ft2)
Tilt
(deg)Status
Verified
Existing
Condition
Front: To Remain Existing Home Default Wall Prior to 197 270 Front 232 40 90 Existing No
Left: To Remain Existing Home Default Wall Prior to 197 0 Left 904 26 90 Existing No
Rear: To Remain Existing Home Default Wall Prior to 197 90 Back 400 112 90 Existing No
Right: To Remain Existing Home Default Wall Prior to 197 90 Back 320 0 90 Existing No
Wall to Addition Existing Home>>New Addition Default Wall Prior to 1971 780 0 Existing No
Existing Roof Existing Home Default Roof Prior to 197 1844 Existing No
Raised Floor Existing Home R-19 Floor Crawlspace 724 New n/a
Front New Addition R-19 Wall 180 Right 320 96 90 New n/a
Left New Addition R-19 Wall 0 Left 140 30 90 New n/a
Rear New Addition R-19 Wall 90 Back 330 160 90 New n/a
Right New Addition R-15 Wall 90 Back 470 87 90 New n/a
Raised Floor 2 New Addition R-19 Floor Crawlspace 941 New n/a
OPAQUE SURFACES – Cathedral Ceilings
01 02 03 04 05 06 07 08 09 10 11 12 13
Name Zone Type
Orientatio
n
Area
(ft2)
Skylight
Area (ft2)
Roof Rise
(x in 12)
Roof
Pitch
Roof
Tilt(deg)
Roof
Reflectan
ce
Roof
Emittance
Framin
g
Factor Status
Verified
Existing
Condifion
New Roof New Addition R-30 Roof No Attic Left 941 15 4 0.33 18.43 0.1 0.85 0.1 New n/a
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
Roof
Reflectance
Roof
Emittance
Radiant
Barrier
Cool
Roof Status
Verified Existing
Condition
Attic Existing Home Attic RoofExisting Home Ventilated 4 0.1 0.85 No No Existing No
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name:Existing+Alterations+Addition Calculation Date/Time:14:39, Tue, Jun 26, 2018 Page 4 of 8
Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
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FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11
Name Surface (Orientation-Azimuth)Width (ft) Height (ft)Multiplier Area (ft
2)U-factor SHGC Exterior Shading Status
Verified
Existing
Condition
A: Window to Remain Front: To Remain (Front-270) --------1 40.0 0.71 0.73 Insect Screen (default)Existing No
Window Left: To Remain (Left-0) --------1 26.0 0.71 0.73 Insect Screen (default)Existing No
Window to remain Rear: To Remain (Back-90) --------1 112.0 0.71 0.73 Insect Screen (default)Existing No
Window 2 Front (Right-180) --------1 56.0 0.27 0.25 Insect Screen (default)New n/a
Left Side Window Left (Left-0) --------1 30.0 0.27 0.25 Insect Screen (default)New n/a
Rear Window Rear (Back-90) --------1 160.0 0.27 0.25 Insect Screen (default)New n/a
Window 3 Right (Back-90) --------1 87.0 0.27 0.25 Insect Screen (default)New n/a
Skylight New Roof (Left-0) --------1 15.0 0.55 0.67 None New n/a
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft
2)U-factor Status Verified Existing Condition
Door Front 40.0 0.50 New No
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
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OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07
Construction Name Surface Type Construction Type Framing
Total Cavity
R-value
Winter Design
U-factor Assembly Layers
Attic RoofExisting Home Attic Roofs Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.none 0.644
•Cavity / Frame: no insul. / 2x4 Top Chrd
•Roof Deck: Wood Siding/sheathing/decking
•Roofing: Light Roof (Asphalt Shingle)
Default Wall Prior to 197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C.none 0.361
•Inside Finish: Gypsum Board
•Cavity / Frame: no insul. / 2x4
•Exterior Finish: 3 Coat Stucco
Default Roof Prior to 197
Ceilings (below
attic)Wood Framed Ceiling 2x4 @ 16 in. O.C.R 11 0.083
•Inside Finish: Gypsum Board
•Cavity / Frame: R-9.1 / 2x4
•Over Ceiling Joists: R-1.9 insul.
Default Wall Prior to 1971 Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C.none 0.277
•Inside Finish: Gypsum Board
•Cavity / Frame: no insul. / 2x4
•Other Side Finish: Gypsum Board
R-19 Floor Crawlspace Exterior Floors 2x4 @ 16 in. O.C.R 13 0.059
•Floor Surface: Carpeted
•Floor Deck: Wood Siding/sheathing/decking
•Cavity / Frame: R-13 / 2x4
R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C.
R 19 in 5-1/2 in.
cavity (R-18)0.074
•Inside Finish: Gypsum Board
•Cavity / Frame: R-19 in 5-1/2 in. (R-18) / 2x6
•Exterior Finish: 3 Coat Stucco
R-30 Roof No Attic Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C.R 30 0.036
•Inside Finish: Gypsum Board
•Cavity / Frame: R-30 / 2x12
•Roof Deck: Wood Siding/sheathing/decking
•Roofing: Light Roof (Asphalt Shingle)
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C.R 15 0.095
•Inside Finish: Gypsum Board
•Cavity / Frame: R-15 / 2x4
•Exterior Finish: 3 Coat Stucco
SLAB FLOORS
01 02 03 04 05 06 07 08 09
Name Zone Area (ft
2)
Perimeter
(ft)Edge Insul. R-value
Carpeted
Fraction Heated Status
Verified
Existing
Condition
Slab-on-Grade Existing Home 502 92 None 0.8 No Existing No
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
Project Name:Existing+Alterations+Addition Calculation Date/Time:14:39, Tue, Jun 26, 2018 Page 6 of 8
Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
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BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04
Quality Insulation Installation (QII)Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50
Not Required Not Required Not Required n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08
Name System Type Distribution Type Water Heater
Number of
Heaters
Solar
Fraction
(%)Status
Verified Existing
Condition
DHW Sys 1 DHW Standard DHW Heater 1 1 0 New No
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12
Name
Heater
Element
Type Tank Type
Number
of Units
Tank
Volume
(gal)
Uniform Energy
Factor / Energy
Factor / Efficiency
Input Rating /
Pilot /
Thermal
Efficiency
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss /
Recovery
Eff
First Hour
Rating /
Flow Rate
NEEA Heat Pump
Brand / Model
Tank Location
or Ambient
Condition
DHW Heater 1 Gas Small
Instantaneous 1 0 0.82 EF 199,000 Btu/hr 0 n/a n/a n/a n/a
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08
SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name
Distribution
Name Status
Verified Existing
Condition
Altered FAU & A/C1
Other Heating and Cooling
System Heating Component 1 Cooling Component 1 HVAC Fan 1
Air Distribution
System 1
Altered No
HVAC - HEATING UNIT TYPES
01 02 03 04
Name System Type Number of Units Efficiency
Heating Component 1 CntrlFurnace 1 94 AFUE
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CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
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Calculation Description:Title 24 Analysis Input File Name:tmpED3B.tmp.xml
Registration Number:Registration Date/Time:HERS Provider:
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HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08
Efficiency
Zonally Controlled Compressor Type
Name System Type Number of Units EER SEER HERS Verification
Cooling Component 1 SplitAirCond 1 14 15 Not Zonal Single Speed
Cooling Component
1-hers-cool
HVAC COOLING - HERS VERIFICATION
01 02 03 04 05 06
Name Verified Airflow Airflow Target Verified EER Verified SEER
Verified Refrigerant
Charge
Cooling Component 1-hers-cool Not Required n/a Required Required Not Required
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10
Name Type Duct Leakage
Insulation
R-value
Supply Duct
Location
Return Duct
Location Bypass Duct Status
Verified Existing
Condition
HERS
Verification
Air Distribution
System 1
Ducts located in attic
(Ventilated and
Unventilated)
Sealed and tested 8.0 Attic Attic None Existing + New No
Air Distribution
System
1-hers-dist
HVAC DISTRIBUTION - HERS VERIFICATION
01 02 03 04 05 06 07 08
Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Deeply Buried Low-leakage
Name Verification Target (%)Location Design Ducts Ducts Air Handler
Air Distribution System 1-hers-dist Required 15.0 Not Required Not Required Not Required Not Required n/a
HVAC - FAN SYSTEMS & HERS VERIFICATION
01 02 03 04
Name Type Fan Power (Watts/CFM)HERS Verification
HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 ---
IAQ (Indoor Air Quality) FANS
01 02 03 04 05 06
Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type
IAQ Recovery
Effectiveness(%)HERS Verification
SFam IAQVentRpt 0 0.25 Default 0 Not Required
218-P010183614A-000-000-0000000-0000 2018-06-26 14:55:35 CalCERTS inc.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01
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DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Easy to Verify
at CalCERTS.com
John Barton
John Barton Architect
359 De Leon Ave
Fremont, CA 94539
2018-06-26 14:55:35
510-623-9861
John Barton
John Barton Architect
359 De Leon Ave
Fremont, CA 94539
2018-06-26 14:55:35
C-15,326
510-623-9861
John Barton
John Barton
Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration
Provider responsibility for the accuracy of the information.
218-P010183614A-000-000-0000000-0000 2018-06-26 14:55:35 CalCERTS inc.
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyTitle 24Form CF-1RPC 12 October 2018
PC
PC2 15 March 2019
RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units
INSULATION Area
Construction Type Cavity (ft2) Special Features Status
FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor:
Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
Checker Addition
10376 Amistad Ct Cupertino
0.67
Wood Framed
6/26/2018
4
4
CA Climate Zone 04 3,283 1
Unheated Slab-on-Grade
Wall
Roof
Slab
Floor
Wall
Door
Wood Framed
Wood Framed Attic
Wood Framed
Opaque Door
2,458
1,844
502
1,665
504
40
R 13
- no insulation -
R 11
- no insulation -
R 19
- no insulation -
New
Existing
Existing
Existing
New
New
Perim = 92'
941
Front (W)
Left (N)
Rear (E)
Right (S)
Left (N)
Rear (E)
Skylight 15.0
40.0
26.0
112.0
56.0
30.0
247.0 0.270
0.550
0.710
0.710
0.710
0.270
0.270
0.25
0.73
0.73
0.73
0.25
0.25
none
none
none
none
none
none
none
none
none
none
none
none
none
none
Bug Screen
None
Bug Screen
Bug Screen
Bug Screen
Bug Screen
Bug Screen
New
New
Existing
Existing
Existing
New
New
15.0 SEER1Central Furnace Split Air Conditioner94% AFUE AlteredSetback
AtticAltered FAU & A/C DuctedDucted Altered8.0
Standard1Small Instantaneous Gas 0.820 New
ID: Checker Page 1 of 5EnergyPro 7.2 by EnergySoft User Number: 20191
Wood Framed RafterRoof
Wall Wood Framed
926
383
R 30
R 15
New
New
526 16.0%0.28
2016 Low-Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. *Exceptions may apply.
(Original 08/2016)
Building Envelope Measures:
§ 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft² or less when tested per
NFRC-400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.*
§ 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a).
§ 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from TABLES
110.6-A and 110.6-B for compliance and must be caulked and/or weatherstripped. *
§ 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
gasketed, or weather stripped.
§ 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material.
§ 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1R.
§ 110.8(j): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
§ 150.0(a):
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043.
Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited
to placing insulation either above or below the roof deck or on top of a drywall ceiling.*
§ 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c):
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or U-factor of 0.074 or
less). Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-13 in a
wood framed assembly.*
§ 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.*
§ 150.0(f):
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm/inch; be protected from physical damage and UV light
deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g).
§ 150.0(g)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This
requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d).
§ 150.0(g)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all
insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation.
§ 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.*
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 150.0(e)1A: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)1B: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device.*
§ 150.0(e)1C: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.*
§ 150.0(e)2: Pilot Light. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of
the building, are prohibited.
Space Conditioning, Water Heating, and Plumbing System Measures:
§ 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
appliances must be certified by the manufacturer to the Energy Commission.*
§ 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.*
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for
compression heating is higher than the cut-off temperature for supplementary heating.*
§ 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat.*
§ 110.3(c)5:
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of §
110.3(c)5.
§ 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs
or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed.
§ 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (appli-
ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.*
§ 150.0(h)1:
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment
Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA
Manual J using design conditions specified in § 150.0(h)2.
2016 Low-Rise Residential Mandatory Measures Summary
§ 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any
dryer vent.
§ 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by
manufacturer’s instructions.
§ 150.0(j)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have
R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank.
§ 150.0(j)2A:
Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must
be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a
nominal diameter of 3/4 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter;
piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to
kitchen fixtures.*
§ 150.0(j)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof
and non-crushable casing or sleeve.*
§ 150.0(j)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.0(j)2A. Distribution
piping for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120.3-A.*
§ 150.0(j)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
§ 150.0(j)3A:
Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by
aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can
cause degradation of the material.
§ 150.0(j)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a
Class I or Class II vapor retarder.
§ 150.0(n)1:
Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a
120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside
termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr.
§ 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5.
§ 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification
Corporation (SRCC) or by a listing agency that is approved by the Executive Director.
Ducts and Fans Measures:
§ 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance. All air-distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC
§§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions
of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or
a minimum installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with
mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that
meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the combination of mastic and either mesh or
tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed
sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain
ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.*
§ 150.0(m)2:
Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction,
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such tape is used in combination with mastic and draw bands.
§ 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or
automatic dampers.
§ 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
§ 150.0(m)9:
Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or
plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from
solar radiation.
§ 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non-porous layer between the inner core and outer vapor barrier.
§ 150.0(m)11:
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with § 150.0(m)11and Reference Residential Appendix RA3.
§ 150.0(m)12:
Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,
pressure drop, and labeling requirements of § 150.0(m)12.
2016 Low-Rise Residential Mandatory Measures Summary
§ 150.0(m)13:
Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable
space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the
supply plenum. The space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central
forced air systems.*
§150.0(o):
Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor
continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of
providing whole-building ventilation.
§ 150.0(o)1A: Field Verification and Diagnostic Testing. Whole-building ventilation airflow must be confirmed through field verification and diagnostic
testing, in accordance with Reference Residential Appendix RA3.7.
Pool and Spa Systems and Equipment Measures:
§ 110.4(a):
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heating.*
§ 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated
suction and return lines, or built-in or built-up connections to allow for future solar heating.
§ 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that
will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
§ 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves.*
Lighting Measures:
§ 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
of § 110.9.*
§ 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must
be certified to the Energy Commission according to Reference Joint Appendix JA8.
§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A.
§ 150.0(k)1B:
Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or
other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
§ 150.0(k)1C:
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC)
labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JA8-2016-E light source rated for
elevated temperature must be installed by final inspection in all recessed downlight luminaires in ceilings.
§ 150.0(k)1D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than
20 kHz.
§ 150.0(k)1E:
Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled
by vacancy sensors.
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the applicable requirements of § 150.0(k).*
§ 150.0(k)1G:
Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply
with Reference Joint Appendix JA8. Installed lamps must be marked with “JA8-2016” or “JA8-2016-E” as specified in Reference Joint Appendix
JA8.*
§ 150.0(k)1H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with “JA8-2016-E.”
§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.*
§ 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually
switched ON and OFF.
§ 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer’s instructions.
§ 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with
§ 150.0(k).
§ 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9.
§ 150.0(k)2G:
Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it:
functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of §
130.5(f); and meets all other requirements in § 150.0(k)2.
§ 150.0(k)2H:
Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the
following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of §
130.5(f); and all other requirements in § 150.0(k)2.
§ 150.0(k)2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it
provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2.
2016 Low-Rise Residential Mandatory Measures Summary
§ 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
be controlled by a vacancy sensor.
§ 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with
Reference Joint Appendix JA8, except luminaires in closets less than 70 square feet and luminaires in hallways.*
§ 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems.
§ 150.0(k)3A:
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item
§ 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or
EMCS).
§ 150.0(k)3B:
Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies,
and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with
either § 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by
§ 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more
vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0.
§ 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of
power as determined according to § 130.0(c).
§ 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
§ 150.0(k)6A:
Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be high efficacy luminaires and controlled by an occupant sensor.
§ 150.0(k)6B:
Interior Common Areas of Low-rise Multi-Family Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must:
i. Comply with the applicable requirements in §§ 110.9, 130.0, 130.1, 140.6 and 141.0; and
ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.
Solar Ready Buildings:
§ 110.10(a)1:
Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the
application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the
requirements of § 110.10(b) through § 110.10(e).
§ 110.10(a)2: Low-rise Multi-family Buildings. Low-rise multi-family buildings must comply with the requirements of § 110.10(b) through § 110.10(d).
§ 110.10(b)1:
Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local
jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet
each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas
greater than 10,000 square feet.
For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250
square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang
of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less
than 15 percent of the total roof area of the building excluding any skylight area.*
§ 110.10(b)2: Orientation. All sections of the solar zone located on steep-sloped roofs must be oriented between 110 degrees and 270 degrees of true north.
§ 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted equipment.*
§ 110.10(b)3B:
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest point of the solar zone, measured in the vertical plane.*
§ 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof
dead load and roof live load must be clearly indicated on the construction documents.
§ 110.10(c):
Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for
routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water-heating system.
§ 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through
§ 110.10(c) must be provided to the occupant.
§ 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
§ 110.10(e)2:
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or
main circuit location; and permanently marked as “For Future Solar Electric”.
Sheet
Of Sheets
Status
Preliminary Review
Drawn By
JB
Scale"
Date
29 June 2018
Revisions JOHN BARTON ARCHITECT359 De leon Avenue Fremont Ca 94539510 623 9861jbarch100@msn.com Custom Remodel and Addition The Checker FamilyTitle 24Mandatory MeasuresPC 12 October 2018
PC
PC2 15 March 2019
Corner Lot Orientation of Tract No. 6040
= Subject Property
= Orientation of front yard on corner parcels