HomeMy WebLinkAboutB16-1803 000-000-000TABLE 4.504.5
VOC, CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2, 3
crams of VOG per Liter of Coating,
Less Water and Less Exempt Compounds in crams per Liter
COATING CATEGORY
EFFECTIVE
1/1/2011
Flat coatings
50
Nonflat coatings
100
Nonflat-hl h gloss coatings
150
5peclaltq Coatings
100
Aluminum roof coatings
400
Basementspecialty coatings
400
Bituminous roof coatings
50
Bituminous roof primers
350
Bond breakers
350
Concrete curing compounds
350
Concrate/mosonrg sealers
100
DriveHoy sealers
50
Dry fog coatings
150
Faux finishing coatings
350
Fire resistive coatings
350
Floor coatings
100
Form -release compounds
250
Graphic arts coatings (519n oints)
500
High temperature coatings
420
Industrial maintenance coatings
250
Low solids coatings i
120
Magnesite cement coatings
450
Mastic texture coatings
100
Metallic pigmented coatings
500
Multicolor coatings
250
Pretreatment wash primers
420
Primers, sealers, and undercoaters
100
Reactive penetrating sealers
350
Recycled coatings
250
Roof coatings
50
Rust preventative coatings
250
She I locs
- Clear
- Opaque
730
550
5pacloltq primers, sealers, and undercoaters
100
Stains
250
Stone consolidates
450
5HImming pool coatings
340
Traffic marking coatings
100
Tub and the refinish coatings
420
Water roof Ing membranes
250
Hood coatings
275
Hood preservatives
350
Zinc -rich primers
340
I. Grams of VOC per liter of coating, Including water and
including exempt compounds.
2. The specified limits remain In effect unless revised
limits are listed in subsequent columns in the table
3. Values In this table are derived from those specified
by the California Air Resources Board, Architectural
Coatings Suggested Control Measure, February I, 2008.
More Information is ovallable from the Air Resources Board.
TABLE 4.504.1
ADHE5IVE VOC LIMIT 1,:2
Less Water and Less Exempt Compounds in crams per Liter
ARCHITECTURAL APPLICATIONS
CURRENT
VOC LIMIT
Indoor carpet adhesives
50
Carpet p0d adhesives
50
Outdoor carpet adhesives
150
Wood Flooring adhesives
100
Rubber floor adhesives
60
5ubfloor adhesives
50
Ceramic the adhesives
65
VCT and asphalt the adhesives
50
Drywall and panel adhesives
50
Cove base adhesives
50
Multipurpose construction adhesives
70
Structural glazing adhesives
100
51ngle-ply roof membrane adhesives
250
Other adhesives not specifically listed
50
SPECIALTY APPLICATIONS
PVC welding
510
CPVC Helding
490
ABS welding
325
Plastic cement welding
250
Adhesive primer for plastic
550
Contact adhesive
ao
Special purpose contact adheslve
250
Structural wood member adhesive
140
Top and trim adhesive
250
SUBSTRATE SPECIFIC
APPLICATIONS
Metal to metal
30
Plastic foam
50
Porous material (except wood)
50
Wood Flooring adhesive
30
Flber lass
80
I. If on adhesive is used to bond dissimilar substrates
together, the adhesive with the highest VOC content
shall be allowed.
2. For additional information regarding methods to
measure the VOC content specified In this table, see
South Coast Air Ouality Management District Rule 1168.
TABLE 4.504.2
SEALANT VOC, LIMIT
Less Water and Less Exempt Compounds in crams per Liter
5EALANT5
CURRENT VOC LIMIT
Architectural
250
Marine deck
"760
Nonmembrone roof
300
Roadway
250
Single -ply roof membrane
450
Other
420
SEALANT PRIMERS
Flushometer tank water closets
Architectural
- Nonpourous
- Pourous
250
775
Plastic cement Helding
500
Adhesive primer for plastic
760
Contact adhesive
750
TABLE 4.504.5
FORMALDEHYDE LIMIT51
Maximum Formaldehyde Emissions in Parts per Million
PRODUCT
EFFECTIVE
July I, 2012
Hardwood plywood veneer core
0.05
Hardwood plywood composite core
0.05
Particleboard
0.09
Medium density fiberboard
0.11
Thin medium density fiberboard
0.13
I. Values In this table are derived from those specified by
the California Air Resources Board, Air Toxics Control
Measure for Composite Wood as tested In accordance with
A5TM E 1333-416 (2002). For additional information, see
Callfornlo Code of Regulotons, Title 17, 5ections 413120
through 413120.12.
2. This medium density fiberboard has a maximum thickness
of a mm.
vz_� � 11111�)
Note: On and after January 1, 2014, residential buildings undergoing permitted
alterations, additions or improvements shall replace noncompliant plumbing
fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is
required prior to issuance of a certificate of final completion, certificate of
occupancy or final permit approval by the local building department. See Civil Code
Section 1101.1 et seq. for the definition of a noncompliant plumbing fixture, types
of residential buildings affected and other important enactment dates.
WATER CONSERVING PLUMBING FIXTURES._
`I. PRIOR TO RECEIVING FINAL ON PERMIT, RESIDENCES BUILT PRIOR TO JANUARY I, 1994,
AND ADDS MORE THAN 10% FLOOR AREA TO RESIDENCE OR CONSTRUCTION COST
GREATER THAN $150,000 MUST REPLACE NON-COMPLIANT PLUMBING FIXTURES.
4
A:•ANY EXISTING TOILET THAT EXCEEDS 1.6 GALLONS OF WATER PER FLUSH MUS
BE REPLACED.
B. ANY -,SHOWER HEAD THAT HAS A FLOW CAPACITY OF MORE THAN 2.6 GAL ONS
OF WK%ER PER MINUTE MUST BE REPLACED.
C. ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.5 GALLONS OF A R PER
MINUTE MUST BE REPLACED.
TABLE 4.303.2
FIXTURE FLOW RATES
MAXIMUM FLOW RATE,AT > 20
PERCENT REDUCTION
FLOW RATE
MAXIMUM FLOW RATE -,AT > 20
PERCENT REDUCTION
5howerheads
2.5 gpm a 80 psi
2 gpm a 80 PSI
Lavatory faucets residential \
2.2 gpm a 60 PSI
1.5 gpm a 60 psi l
Kitchen faucets
2.2 gpm a 60 PSI
1.5 gpm a (00 PSI
Gravity tank type water closets
1.6 gallons/Bush
128 gallons/flush i
Flushometer tank water closets
Ib gallons/flush
128 gallons/flush i
Flushometer valve water closets
6 go Ions/flush
128 gallons/flush i
Electromechanical hydraulic water closets
.6,,gallons/flush
128 gallons/flush i
Urinals
O gallons/flush
5 gallons/flush
I. Includes single and dual flush water closetio/Ith an),-ffective flush of 128 gallons or less.
Single flush toilets - The effective flush volurpe shall no exceed 1.28 gallons. The effective
flush volume is the overage flush volume when tested In ccorance with A5ME AI12.19.233.2.
Dual flush toilets - Th eefifective flush volufne shall not exceed 128 gallons. The effective
flush volume is defined as the composite/average flush volume of two reduced flushes and one
full flush. Flush volumes will be teted in ccordance with ASME 112.192 and A5ME AI12.19.14.
2. Lavatory faucets shall not have a flow rate less than 0.8 g3pprp at 20 psi.
TABLE 4.505.5
5TANDARD5/1=OR PLUMBING FIXTURE5 AND FI TYRE FITTINGS
REQUIRED STANDARDS
Hater closets (tollets)'flushometer
A5ME A 112.141.2/05A 545.1 - I. gal (4.8 L)
valve -type single flush, maximum
f lush volume
R-3 / U
Hater closets (to ets)-flushometer
ASME A 112.19.14 and U.S. EPA Hoter�Sense
valve -type duol�flush, maximum
flush volume
Tank -Type Hlgh-Efficlency Tollet
Specification - 128 gal 4.8 L)
Water Closes (toilets) - tank type
U.5. EPA HaterSense Tank -Type High-Effl lency
AREA
Tollet Specification
Urinals, xlmum flush volume
A5ME A 112.19.2/05A 645.1 - 0.5 gal (1.9 L)
UrinoI4 nonwater urinals
ASME A 112.19.19 (vitreous china)
/
ANSI Z124A - 2004 or IAPMO Z124A (plastic)
Residential bathroom lavatory
ASME A 112.18.1/05A 5125.1
sink faucets:
FOUNDATION PLAN
Maximum f low rate - 1.5 gpm (5.7 L/min)
ROOF FRAMING PLAN
/ . A w _ w A \
�.J11V1�
MINIMUM EROSION AND SEDIMENT CONTROLS
FOR PROJECTS DISTURBING LESS THAN ONE ACRE
THE BMP'5 (BEST MANAGEMENT PRACTICES) L15TED BELOH MUST BE IN PLACE DURING
THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER
TIMES BASED ON HEATHER AND 51TE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S
LISTED ARE THE MINIMUM REQUIREMENT5 AND ADDITIONAL BMP'S COULD BE REQUIRED
BASED ON 51TE CONDITIONS.
• STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG x 15'
HIDE BY b" DEEP OVER CONSTRUCTION GRADE FABRIC.
• ALL SOILS TRACKED ONTO PAVED ROADHAY5 MUST BE CLEANED UP ON A DAILY
BASIS. WHEN STREETS ARE NET OR DURING A RAIN EVENT THERE SHALL BE NO
TRACKING OF SOILS ONTO THE STREET.
TIlE-FlRedEG•T SITE.
• STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF.
(5TRAH, VISOUEEN OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION)
• ALL PAINT, FUELCON5TRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED
LOCATION AWAY FROM 51DEWALK5 AND STORM DRAIN INLETS.
• PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF
5TREET5 AND 51DEWALK5 AND AT LEAST 5' FROM THE NEAREST STORM DRAIN INLET.
• ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH
AS DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS ETC.
COME IN;CONTACT WITH ANY RAINFALL OR STORM HATER RUNOFF.
• PROVIDE A DESIGNATED AREA FOR CONCRETE HA5HOUT. HAY BALES LINED WITH
V15GUEEN MAY BE USED FOR THIS APPLICATION. ROLL -AWAY BINS MAY AL50 BE USED.
ALL CONCRETE WASHOUT 5Y5TEM5 SHALL BE PLACED OFF OF THE PAVED STREETS.
• AFTER INSTALLATION OF THE ABOVE ITEMS 15 COMPLETE A MAINTENANCE PROGRAM
NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S.
11,
Ln
N
6-
n
SCOPE
CONSTRUCTION:
REMODEL OF EXIST. RESIDENCE t CONSTRUCTION OF NEW
GREAT ROOM ADDITION
CODE ANALYSIS
CODE
2013 CBC, 2013 CRC
OCCUPANCY
R-3 / U
USE
RESIDENCE / PRIVATE GARAGE
CONSTRUCTION
V -B NON-SPRINKLERED
STORIES
2
AREA
EXIST. RESIDENCE: 2,015 SF
A-4
NEW ADDITION: 900. SF
A-5
TOTAL CONDITIONED AREA: 2,495 SF
I
A-6
NEW COVERED PATIO: 96 SF
SULLIVAN WAY L=515.0'
Irt- 11 /Y T1 -I-
SHEET INDEX
NUMBER CONTENTS
A-1
SHEET INDEX, CODE ANALYSIS, SWMP NOTES,
SITE PLAN, CALGREEN VOC LIMITS, FIXTURE FLOW RATES
A-2
15T FLOOR PLAN - ADDITION I
2ND FLOOR PLAN - ADDITION
A-3
IST FLOOR - AS BUILT AND DEMOLITION
2ND FLOOR - AS BUILT AND DEMOLITION
A-4
EXTERIOR ELEVATIONS
A-5
IST FLOOR - ELECTRICAL PLAN
I
A-6
PROJECT NOTES, NAILING SCHEDULE
OF
2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
5-1
FOUNDATION PLAN
S-2
ROOF FRAMING PLAN
S-3
BUILDING SECTIONS, ROOF PLAN
I D -I DETAILS
D-2
DETAILS
LOT 19
12.96 ACRES
I. REFER TO 'MINIMUM EROSION AND SEDIMENT
CONTROLS FOR PROJECTS DISTURBING LESS
THAN I ACRE' NOTES ON THIS SHEET.
2. GENERAL CONTRACTOR TO PROVIDE A
CONSTRUCTION WASTE MANAGEMENT FORM.
OBTAIN FROM BUILDING DEPARTMENT COUNTER.
I +/- 120'
FREE APPROXIMATE LOCATION
RApNS LEACH OF EXISTING WELL
100'
WIM A T 1 ^- A T1^11 ^1
SITE PLAN
1W SCALE: I" = �10'-O"
Revisions:
9/22/2016
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FRAMING LEGEND
STD. 2 X9 WALL CONST.
x x x �< x x CRIPPLE FRAME ATOP
8'-1" PLATE
CONT. FRAME TO BOTTOM
OF SCISSOR TRUSS
2X6 STUD WALL
SHEAR SCHEDULE
SHEARWALL KEY
MARK
SHEARWALL BRACED
PANEL WALL PANEL
DESCRIPTION
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3/8" CDX PLYWOOD WITH 8d NAILS
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5
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AT 3" O.C. EDGE f 12" O.C. FIELD
J6
GYPSUM WALLBOARDWITH 5d
"ELgUINESAT
O
T' O.C. FIELD
GYPSUM
SA
AT I0 uEDE FIELD
CGLBERDUNBLOCKED
1/8" CEMENT PLASTER OVER EXPANDED
,L�
9
METAL OR WOVEN WIRE LATH WITH NO. I6
GAGE STAPLES, 1/8" LEG AT 6" OC
5/8" T -1 -II PLYWOOD SIDING W/ IOd NAILS
A
to
AT V O.C. EDGE ( 12" O.C. FIELD
I
)EHE(15 NKNSSL
(REDSTG 01ICH THICE)
W/ NO. 16 GA. GALV. STAPLES (1/16"
CROWN, 1-1/9" LEGS) OR LARGE FLAT-
HEAD, NO. II GA. GALV. ROOFING NAILS
�
(1-1/9" LONG) AT 3" AND 6" OC
ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER
STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL
IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS.
SOLE PLATES SHALL BE NAILED WITH (3) IM NAILS PER 16" OF
PLATE TYPICAL UNLESS NOTED OTHERWISE
* PROVIDE 3X FRAMING MINIMUM AT ALL ABUTTING PLYWOOD
PANEL EDGES HORIZONTALLY AND VERTICALLY
GENERAL NOTES
I. EXTERIOR WALLS SHALL BE 2 x 6 DF 42 AT 16" O.C. TYPICAL
INTERIOR WALLS SHALL BE 2 x 4 DF 1:2 AT IC O.C. TYPICAL
UNLESS OTHERWISE NOTED.
2. HEADERS TO BE 4x12 DF #2 ® 2X4 t 6X8 DF #1 ® 2X6 STUDS,
TYP UNLESS OTHERWISE NOTED.
3. ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY, CONCRETE
ETC. TYPICAL UNLESS NOTED OTHERWISE.
4. PROVIDE BLOCKING AS REQUIRED FOR FIRE, WALL MOUNTED
EQUIPMENT OR ACCESSORIES, NAILING OR BACKING
5. PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND
SHOWERS, TYPICAL.
BUILDING AREA
FIRST FLOOR- NEW
CONDITIONED AREA 900 Square Feet
FIRST FLOOR- EXISTING
EXISTING BUILDING AREA 1,150 Square Feet
SECOND FLOOR- EXISTING
EXISTING BUILDING AREA 995 Square Feet
TOTAL CONDITIONED AREA 2,995 Square Feet
m
PERMIT # C1 64 V . )
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
f
CODE COMPLIANCE
n/mE_— Ci I c, BY P (A—
IST FLOOR PLAN
%1-11101 WIN
Revisions:
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EXIST. RESIDENCE
...............................................................................................................................................................................................................................................................................................................................................................................................
FLASH AND COUNTER
FLASH AT ALL ROOF/
WALL CONNECTIONS
NEW WINDOWS METAL CAP
2 X 6 TRIM
FLASH AND COUNTER
12 FLASH ALL AROUND CHIMNEY
3 1/2A��LEP
................................................................................................................................................................................................................. — — — _ — _ _ TOP PLATE
......................................................................................................................................................................................... — — —
14"xl2" GALV —
GABLE END VENT
EXISTING RESIDENCE
Ix SHINGLE MOLD
0/ 2x6 BARGEBOARD CORBELS F
TYPICAL
I X L TRIM
FINISH
FLOOR
NEW ADDITION
RIGHT SIDE ELEVATION
EXISTING GARAGE
EXISTING RESIDENCE
SITION SHINGLES
EXISTING
'. OVER 2X FASCIA
EXISTING
TRIM TYPICAL
- PLANK HORIZONTAL
NEW ADDITION
FRONT ELEVATION
SCALE:
REAR ELEVATION
SCALE:
PERMIT # 6112-1KI
BUTTE COUNTY DEVELOPMENT SERVICES
CODEC MEPL AONCE
DATE 1 v� I C:6- BY -FJ+,
BUILDINGS SECTIONS
SCALE: AS NOTED
Revisions:
(1 9/22/2016
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BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
1 111 (,� BY
ELECTRICAL SYMBOLS
-$
SINGLE OUTLET RECEPTACLE
=0
DUPLEX RECEPTACLE
1/2 HOT RECEPTACLE
FOURPLEX RECEPTACLE
GFI
DUPLEX RECEPTACLE w/ GROUND FAULT INTERRUPT
220V
220V DUPLEX RECEPTACLE
UNDERCOUNTER RECEPTACLE
N f+7 U
FLOOR OUTLET WITH COVER
i>
1/2 HOT FLOOR OUTLET WITH COVER
Q TV
CABLE/SATELLITE TV JACK
TELE
TELEPHONE JACK
®TV
FLOOR TV OUTLET
®TELE
FLOOR TELEPHONE JACK
®
CAT 5e COMPUTER NETWORK JACK
---� FG
FUEL GAS STUBOUT
+<1
GAS KEY FOR FIREPLACE
OGD
GARBAGE DISPOSAL
®
CHIMES
�S
VACUUM SYSTEM OUTLET
OT
THERMOSTAT
$ $, $s
SINGLE, THREE, FOUR i FIVE POLE SWITCHES
Q
DIMMER SWITCH
4
RHEOSTAT
—�
PUSHBUTTON SWITCH - GARAGE DOOR
--0
PUSHBUTTON SWITCH - DOORBELL
-
OVERHEAD LIGHT
.�
RECESSED LIGHT
DIRECTIONAL SPOTLIGHT
--
WALL -MOUNT LIGHT
FLOODLIGHT
WALL -MOUNT BAR FLUOR FIXTURE (BATHROOM)
4 4' (4) TUBE, FLUOR. FIXTURE
2 4' (2) TUBE, FLUOR. FIXTURE
x=======t SURFACE MOUNTED FLUORESCENT FIXTURE
CEILING FAN WITH LIGHT
CEILING FAN
0 EF EXHAUST FAN
*EF SINGLE UNIT EXHAUST FAN i LIGHT
s°D ic.D. IIOV SMOKE AND CARBON MONOXIDE DETECTOR
WHOLE HOUSE FAN WITH THERMOSTAT
AND OVERRIDE SWITCH
F� FUSED 220V DISCONNECT
MAIN SERVICE PANEL AND METER - 200A MIN.
RECESSED ELECTRIC SUB PANEL - IOOA MIN.
PERMANENT INTERIOR LUMINARIES
GENERAL:
I. HIGH EFFICIENCY LUMINARY FIXTURES MUST NOT CONTAIN A MEDIUM
BASED SCREW TYP INCANDESCENT SOCKET.
2. A MANUAL -ON OCCUPANT SENSOR MUST NOT HAVE AN ALWAYS
ON FEATURE.
3. ALL SENSORS (INDOOR AND OUTDOOR) ARE TO LET THE LUMINARIES
THEY CONTROL RUN FOR NO LONGER THAN 30 MINUTES.
4. ALL RECESSED LUMINARIES IN CEILINGS MUST BE APPROVED
FOR ZERO -CLEARANCE INSULATION COVER, ELECTRONIC
BALLAST, AND AIR TIGHT.
5. ALL INDOOR HIGH EFFICIENCY LUMINARIES TO BE 2,100-3,000 KELVIN
AND HAVE A COLOR RENDERING INDEX (CRI) OF 80 OR MORE.
KITCHENS:
I. KITCHENS MUST HAVE AT LEAST FIFTY PERCENT OF THE
INSTALLED WATTAGE AS HIGH EFFICIENCY LUMINARIES.
2. HIGH EFFICIENCY LUMINARIES MUST BE SWITCHED SEPERATELY
FROM LOW EFFICIENCY LUMINARIES.
3. WATTAGE FOR INCANDESCENT LUMINARIES IS DETERMINED BY THE
MAXIMUM RATING OF THE FIXTURE.
LAUNDRY ROOMS, UTILITY ROOMS, AND GARAGES:
I. ALL PERMANENT INTERIOR LUMANRIES MUST BE HIGH EFFICIENCY
AND CONTROLLED BY A OCCUPANCY SENSOR.
BATHROOMS
I. A MINIMUM OF I HIGH -EFFICIENCY LUMINAIRE SHALL BE INSTALLED
IN EACH BATHROOM AND ALL OTHER LIGHTING INSTALLED IN EACH
BATHROOM SHALL BE HIGH EFFICIENCY OR CONTROLLED BY OCCUPANCY SENSOR
ALL OTHER ROOMS:
I. ALL PERMANENT INTERIOR LUMINARIES MUST BE HIGH EFFICIENCY,
OR CONTROLLED BY A MANUAL -ON OCCUPANT SENSOR, OR
CONTROLLED BY A DIMMER.
OUTDOOR:
I. ALL PERMANENT OUTDOOR LUMINARIES ATTACHED TO THE
BUILDING MUST BE HIGH EFFICIENCY OR CONTROLLED BY A
MOTION SENSOR AND A PHOTOCELL.
ELECTRICAL NOTES
I. ALL INDOOR HIGH EFFICIENCY LUMINARIES TO BE 2,100-3,000
KELVIN AND HAVE A COLOR RENDERING INDEX (CRI) OF
80 OR MORE.
2. 2 SEPARATE 20 AMP SMALL APPLIANCE CIRCUITS ARE
REQUIRED IN THE KITCHEN.
,eA ELECTRICAL PLAN
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TABLE 2504.cf .I - FA5TEN I NC 5GHEDULE
CONNECTION I FASTENING ","" I LOCATION
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toenail each and
face nail
face nail
blind and face nail
typical face nail
braced wall panels
end nail
toenail
2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
- ONLY AFFLIES TO THF NEIU CONSTRUCTION -
Effective January I, 2014
Division 4.4 - MATERIAL CONSERVATION t RESOURCE EFFICIENCY (ENHANCED DURABILITY ( REDUCED MAINTENANCE)
4.406.1 REVISED: Specifies the areas needing rodent proofing are sole/bottom plates. Annular spaces around pipes, electric cables,
Rodent Proofing conduits, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a
similar method acceptable to the enforcing agency to prevent passage of rodents.
Division 4.4 - MATERIAL CONSERVATION i RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION, DISPOSAL ( RECYCLING)
4.408.1 Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance
Construction Waste with either Section 4.408.2, 4.908.3 or 4.408.4; OR meet a more stringent local construction and demolition waste
Reduction of at least management ordinance. Documentation is required per Section 4.408.5.
50% Exceptions:
I - Excavated soil and land -clearing debris.
2 - Alternate waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities
capable of compliance with this item do not exist or are not located reasonably close to the Jobsite.
3 - The enforcing agency may make exceptions to the requirements of this section when isolated Jobsites are located in
areas beyond the haul boundaries of the diversion facility.
4.408.2 Submit a construction waste management plan meeting Items I through 5 in Section 4.408.2. Plans shall be updated as
Construction Waste necessary and shall be available for examination during construction.
I. Joist to sill or girder
3 - 8d common (2 1/2" x 0.131")
end nail
4.408.3
3 - 3" x 0.131" nails
System Design
Waste Management
3 - 3" 14 gage staples
Z
2. Bridging to joist
3 - ad common (2 1/2" x 0.131")
REN
Duct Systems), ASHRAE handbooks or other equivalent design software or methods.
3 - 3" x 0.131" nails
4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal
to or less than 4 pounds per square -foot of the building area.
3 - 3" 14 gage staples
Reduction
3. 1" x 6" subfloor or less to each joist
3 - 8d common (2 1/2" x 0.131")
Alternative
4. Wider than I" x 6" subfloor to each joist
3 - 8d common (2 I/2" x 0.131")
'
0
5. 2" subfloor to joist or girder
2 - Ibd common (3 1/2" x 0.162")
systems and equipment by a recognized training or certification program. Examples of acceptable
6. Sole plate to joist or blocking
Ibd (3 1/2" x 0.135") at 16" o.c.
Division 4.4 - MATERIAL
4.410.1
CONSERVATION t RESOURCE EFFICIENCY (BUILDING MAINTENANCE ( OPERATION)
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing
3" x 0.131" nails at 8" o.c.
o9.
Operation and
3" 14 gage staples at 12" o.c.
C)
Sole plate to joist or blocking at
3" - 16d (3 1/2" x 0.135") at 16"
4 - Programs sponsored by manufacturing organizations.
braced wall panel
4 - 3" x 0.131" nails at I6"
QUALITY (FIREPLACES)
Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Installed woodstove or pellet stove shall
h.
4 - 3" 14 gage staples per 16"
General
'I. Top plate to stud
2 - Ibd common (3 1/2" x 0.162")
with all applicable local ordinances.
Division 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CONTROL)
16" ox.. along edge
3 - 3" x 0.131" nails
toenail
4.504.1
3 - 3" 14 gage staples
Acknowledgement:
8. Stud to sole plate
4 - 8d common (3 1/2" x 0.162")
toenail
J.
4-3'x0.131"nails
During Construction
Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to
3 - 3" 14 gage staples
4.504.2.1
Adhesives, Sealants
Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more
stringent local or regional air pollution or air quality management district rules apply:
2 - Ibd common (3 1/2" x 0.162")
"
and Caulks
3 - 3" x 0.131" nails
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m.
3 - 3" 14 gage staples
face pall
C1. Double studs
Ibd (3 1/2" x 0.135') at 24" o.c.
IJP
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3" x 0.131" nail at 8" o.c.
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3" 14 gage staple at 8" o.c.
except for aerosol products as specified in Subsection 2 below.
10. Double top plates
16d (3 1/2" x 0.135") at 16" o.c.
30x 0.131" nail at 12" o.c.
2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less
packaging, which do not weigh more than I pound and do not consist of more than 16 fluid ounces) shall comply with
3" 14 gage staple at 12" o.c.
Double top plates
8-Ibd common (3 1/2" x 0.162")
4.504.2.2
California Code of Regulations, Title 11, commencing with Section 94501.
Architectural paints and coatings shall comply with VOC limits in Table I of the Air Resources Board Architectural
12 - 3" x 0.131" nails
face nail
12 - 3" 14 gage staples
Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for
coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined
11. Blocking between joists or rafters to
3 - ad common (2 1/2" x 0.131")
top plate
3 - 3' x 0.131" nails
1X_
4.21, 4.36, and 4.31, of the 2001 California Air Resources Board, Suggested Control Measure, and the corresponding Flat,
Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
3 - 3" 14 gage staples
face nail at top and bottom
12. Rim joist to top plate
8d (2 1/2" x 0.131') at 6" o.c.
staggered on opposite sides
4.504.2.3
3" x 0.131" nail at 6" o.c.
Aerosol Paints and
3" 14 gage staple at 6" o.c.
face nail at ends and at
13. Top plates, laps and Intersections
2 - Ibd common (3 1/2" x 0.162")
each splice
3-3"x0.131"nulls
at each bearing
3 - 3" 14 gage staples
All carpet Installed in the building interior shall meet the testing and product requirements of one of the following:
14. Continuous header, two pieces
Ibd common (3 1/2" x 0.162")
Carpet Systems
15. Ceiling joists to plate
3 - ad common (2 1/2" x 0.131")
2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as
5 - 3 x 0.131 Halls
toenail
[16.
5 - 3" 14 gage staples
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Continuous header to stud
4 - 8d common (2 1/2" x 0.131")
11. Ceiling joists, laps over partitions
3 - Ibd common (3 I/2" x 0.162") minim
face nail
(see Section 2305.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
Carpet Cushion
4 - 3" x 0.131" nails
toenail
4 - 3" 14 gage staples
>
15. Ceiling joists to parallel rafters
3 - Ibd common (3 1/2" x 0.162") minim
y
(see Section 2305.10.4.1, Table 2308.10.4.1)
Table 2308.10.4.1
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
19. Rafter to plate
3 - ad common (2 I/2" x 0.131")
(see Section 2308.10.1, Table 2308.10.1)
3 - 3" x 0.131" nails
3 - 3" 14 gage staples
20.1" diagonal brace to each stud and plate
2 - ad common (2 I/2" x 0.131")
2-3"x0.131"nails
3 - 3" 14 gage staples
21. 1" x 8" sheathing to each bearing
3 - 8d common (2 I/2" x 0.131')
22. Wider than I" x 6' sheathing to each bearing
3 - ad common (2 1/2" x 0.131')
23. Built-up corner studs
Ibd common (3 1/2" x 0.162")
3" x 0.131" nails
3" 14 gage staples
24. Built-up girder and beams
20d common (4" x O.Ig2") 32" o.c.
3" x 0.131" nail at 24" ox..
3" 14 gage staple at 24" o.c.
2 - 20d common (4" x O.Ig29
3 - 3" x 0.131" nails
y
3 - 3" 14 gage staples
25. 2" planks
Ibd common (3 1/2" x 0.1629
26. Collar tie to rafter
3 - IOd common 0" x 0.148")
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
>
2-1. Jack rafter to hip
3 - IOd common (3" x 0.148")
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
2 - Ibd common (3 1/2" x 0.162")
3 - 3" x 0.131" nails
3 - 3" 14 gage staples
1
28. Roof rafter to 2 -by ridge beam
2 - Ibd common (3 1/2" x 0.1629
}
3 - 3" x 0.131" nails
3 - 3" 14 gage staples
2 - I6d common (3 1/2" x 0.162")
3 - 3" x 0.131" nails
3 - 3" 14 gage staples
201. Joist to band joist
3 - Ibd common (3 1/2' x 0.162")
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
30. Ledger strip
3 - Ibd common (3 1/2" x 0.162")
4 - 3" x 0.131" nails
4 - 3" 14 gage staples
31. Wood structural panels and particleboard b
1/2" and less bd "
n
subfloor, roof and wall sheathing (to framing)
2 3/8" x 0.113" nail
1 3/4" 16 gage'
Ig/32" to 3/4' 8d d or bd'
2 3/8" x 0.113" nail P
2" 16 gage P
1/8" to I" 8d
1 115" to 1 1/4" IOd d or add
Single Floor (combination subfloor-
3/4" and less bile
underloyment to framing)
1/8" to I" ad'
1 115" to 1 1/4' IOdd or ad'
m
32. Panel siding (to framing)
1/2"or less bdi'
5/e ad �
33. Fiberboard sheathing g
1/2" No. II gage roofing nail h
�o
bd common nail (2' x 0.113")
No. 16 gage staple i
25/32" No. II gage roofing nail h
8d common nail (2 1/2' x 0.131')
o\-
No. 16 gage staple i
toenail
toenail each and
face nail
face nail
blind and face nail
typical face nail
braced wall panels
end nail
toenail
2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
- ONLY AFFLIES TO THF NEIU CONSTRUCTION -
Effective January I, 2014
Division 4.4 - MATERIAL CONSERVATION t RESOURCE EFFICIENCY (ENHANCED DURABILITY ( REDUCED MAINTENANCE)
4.406.1 REVISED: Specifies the areas needing rodent proofing are sole/bottom plates. Annular spaces around pipes, electric cables,
Rodent Proofing conduits, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a
similar method acceptable to the enforcing agency to prevent passage of rodents.
Division 4.4 - MATERIAL CONSERVATION i RESOURCE EFFICIENCY (CONSTRUCTION WASTE REDUCTION, DISPOSAL ( RECYCLING)
4.408.1 Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance
Construction Waste with either Section 4.408.2, 4.908.3 or 4.408.4; OR meet a more stringent local construction and demolition waste
Reduction of at least management ordinance. Documentation is required per Section 4.408.5.
50% Exceptions:
I - Excavated soil and land -clearing debris.
2 - Alternate waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities
capable of compliance with this item do not exist or are not located reasonably close to the Jobsite.
3 - The enforcing agency may make exceptions to the requirements of this section when isolated Jobsites are located in
areas beyond the haul boundaries of the diversion facility.
4.408.2 Submit a construction waste management plan meeting Items I through 5 in Section 4.408.2. Plans shall be updated as
Construction Waste necessary and shall be available for examination during construction.
face nail
face nail
face nail
Management Plan
1/4" 4d�
br
end nail
4.408.3
Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that
System Design
Waste Management
diverted construction and demolition waste materials meet the requirements in Section 4.408.1.
Z
face nail
Company
REN
Duct Systems), ASHRAE handbooks or other equivalent design software or methods.
4.408.4.1
Waste Stream
4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal
to or less than 4 pounds per square -foot of the building area.
typical face nail
Reduction
NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative.
Common or deformed shank (bd - 2" x 0.113"; ad - 2 1/2" x 0.131"; IOd - 3" x 0.148").
Alternative
4.408.4.1 [HR+I Generate a total combined weight of construction and demolition waste disposed in landfills that is equal
Common (6d - 2" x 0.115"; ad - 2 1/2" x 0.131"; IOd - 3" x 0.148")
'
0
to or less than 2 pounds per square -foot of the building area.
lap slice
systems and equipment by a recognized training or certification program. Examples of acceptable
f.
Corrosion -resistant siding (bd - 11/5" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x 0.011"; 8d - 2 I/2"
Division 4.4 - MATERIAL
4.410.1
CONSERVATION t RESOURCE EFFICIENCY (BUILDING MAINTENANCE ( OPERATION)
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing
toenail
o9.
Operation and
agency which covers 10 specific subject areas shall be placed in the building.
C)
Maintenance Manual
used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at
4 - Programs sponsored by manufacturing organizations.
toenail
Division 4.5 - ENVIRONMENTAL
4.503.1
QUALITY (FIREPLACES)
Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Installed woodstove or pellet stove shall
h.
face nail
General
comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply
-Inch length for 25/52 -Inch sheathing.
with all applicable local ordinances.
Division 4.5 - ENVIRONMENTAL QUALITY (POLLUTANT CONTROL)
16" ox.. along edge
Corrosion -resistant staples with nominal 1/I6 -Inch crown and I I/8 -inch length for 1/2 -Inch sheathing and
toenail
4.504.1
At the time of rough Installation during storage onthe construction site and until final Startup of the heating, cooling and
Acknowledgement:
Covering of Duct
Openings and Protection
of Mechanical Equipment
ventilating equipment, all duct and other related air Intake and distribution component openings shall be covered. Tape,
plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris
entering the system may be used.
toenail
J.
n
During Construction
Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to
face nail
4.504.2.1
Adhesives, Sealants
Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more
stringent local or regional air pollution or air quality management district rules apply:
Panel supports at 24 Inches. Casing or finish nails spaced b Inches on panel edges, 12 Inches at Intermediate supports.
"
and Caulks
I - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or
Q
m.
regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits,
face pall
n.
as shown in Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the
IJP
o.
use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene),
(Q
sheathing and on center
except for aerosol products as specified in Subsection 2 below.
toenail
Fasteners spaced 4 Inches on center at edges, 8 inches at Intermediate supports.
2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less
packaging, which do not weigh more than I pound and do not consist of more than 16 fluid ounces) shall comply with
face nail
statewide VOC standards and other requirements, Including prohibitions on use of certain toxic compounds, of the
4.504.2.2
California Code of Regulations, Title 11, commencing with Section 94501.
Architectural paints and coatings shall comply with VOC limits in Table I of the Air Resources Board Architectural
face Hall
face nail
Paints and Coatings
Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for
coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined
24" o.c.
Ib o.a.
by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on Its gloss, as defined in subsections
I6" o.c.
1X_
4.21, 4.36, and 4.31, of the 2001 California Air Resources Board, Suggested Control Measure, and the corresponding Flat,
Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
face nail at top and bottom
staggered on opposite sides
4.504.2.3
Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3) and other
Aerosol Paints and
requirements, Including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2)
face nail at ends and at
Coatings
and (d)(2) of the California Code of Regulations, Title 11, commencing with Section 94520; and in areas under the
each splice
Jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of
product limits of Regulation 8, Rule 49.
at each bearing
4.504.3
All carpet Installed in the building interior shall meet the testing and product requirements of one of the following:
face nail
Carpet Systems
I - Carpet and Rug Institute's Green Label Plus Program
2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as
ni
toenail
Specification 01350.)
LU
3 - NSF/ANSI 140 at the Gold level
4 - Scientific Certifications Systems Indoor Advantage Gold
face nail
4.504.3.1
All carpet cushion Installed in the building Interior shall meet the requirements of the Carpet and Rug Institute's Green
Carpet Cushion
Label Program.
toenail
4.504.3.2
All carpet adhesives shall meet the requirements of Table 4.504.1.
Carpet Adhesive
face nail
face nail
face nail
4.504.4 REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier I and
Resilient Flooring Tier 2 resilient flooring measures. Where resilient flooring is Installed, at least 80% of floor area receiving resilient flooring
Systems shall comply with one or more of the following:
I - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products
Database.
2 - Products compliant with CHPS criteria certified under the Greenguard Children t Schools program.
3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.
4 - Meet the California Department of Public Health, Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as
Specification 01350.)
4.504.5 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the Interior or exterior of
Composite Wood the building shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control
Products Measure for Composite Wood (I1 CCR 93120 et. seq.), on or before the dates specified in those sections as shown in
Table 4.504.5. Documentation is required per Section 4.504.5.1.
Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density
fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite
lumber, oriented strand board, glued laminated timber, prefabricated wood I -Joists, or finger -Jointed lumber, all as specified in
CCR, Title 11, Section 93120.1(x).
Division 4.5 - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL)
4.505.2 Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building
Concrete Slab Code, Chapter 19, or the California Residential Code, Chapter S. respectively, shall also comply with this section.
Foundations
4.505.2.1 A capillary break shall be installed in compliance with at least one of the following:
Capillary Break I - A 4 -inch (101.6 mm) thick base of 1/2 -inch (12.1 mm) or larger clean aggregate shall be provided with a vapor
retarder in direct contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling
shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.
2 - Other equivalent methods approved by the enforcing agency.
3 - A slab design specified by a licensed design professional.
4.505.3 Budding materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when
Moisture Content of the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following:
Building Materials I - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture
verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8.
2 - Moisture readings shall a taken at a pant 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each
piece to be verified.
3 - At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to
the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which
are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor
cavities. Manufacturers± drying recommendations shall be followed for wet -applied insulation products prior to enclosure.
Division 4.5 - ENVIRONMENTAL QUALITY (INDOOR AIR QUALITY ( EXHAUST)
/'B/4.506.1 Each bathroom shall be mechanically ventilated and shall comply with the following:
athroom Exhaust Fans I - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.
a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than
50% to a maximum of 80%.
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in.
Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are
required in each bathroom.
4.501.2
34. Interior paneling
1/4" 4d�
br
using the following methods:
Q
For 51: 1 Inch = 25.4 mm.
System Design
a.
Common or box nails are permitted to be used except where otherwise stated.
Z
b.
Nails spaced at b Inches on center at edges, 12 Inches at Intermediate supports except 6 Inches at supports
REN
Duct Systems), ASHRAE handbooks or other equivalent design software or methods.
where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and
°-
shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
LU
c.
Common or deformed shank (bd - 2" x 0.113"; ad - 2 1/2" x 0.131"; IOd - 3" x 0.148").
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d.
Common (6d - 2" x 0.115"; ad - 2 1/2" x 0.131"; IOd - 3" x 0.148")
'
0
e.
Deformed shank (bd - 2" x 0.115"; ad - 2 1/2" x 0.131"; IOd - 3" x 0.148").
systems and equipment by a recognized training or certification program. Examples of acceptable
f.
Corrosion -resistant siding (bd - 11/5" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x 0.011"; 8d - 2 I/2"
I - State certified apprenticeship programs.
x 0.113") nail
o9.
Fasteners spaced 3 inches on center at exterior edges and 6 Inches on center at Intermediate supports, when
C)
verification organizations.
used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at
4 - Programs sponsored by manufacturing organizations.
intermediate supports for nonstructural applications.
Ln
h.
corrosion -resistant roofing nails with 7/ib-Inch-diameter head and 11/2 -Inch length for 1/2 -Inch sheathing and
L11113/4
103.1
-Inch length for 25/52 -Inch sheathing.
�
i.
Corrosion -resistant staples with nominal 1/I6 -Inch crown and I I/8 -inch length for 1/2 -Inch sheathing and
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11/2 -Inch length for 25/32 -Inch sheathing. Panel supports at Ib Inches (20 Inches if strength axis In the long
Acknowledgement:
This document is an updated version of an original checklist prepared by the California Building
direction of the panel, unless otherwise marked).
o
J.
casing (1 1/2" x 0.080") or finish (1 1/2" x 0.012") nails spaced 6 Inches on panel edges, 12 Inches at
or updated for the 2013 CALGreen.
Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to
intermediate supports.
p
k.
Panel supports at 24 Inches. Casing or finish nails spaced b Inches on panel edges, 12 Inches at Intermediate supports.
UI.
For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels.
Q
m.
Staples shall have a minimum crown width of 1/Ib Inch.
Q
n.
For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports.
IJP
o.
Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports for subfloor and wall
3 Inches at edges, 6 Inches at Intermediate supports for roof sheathing.
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sheathing and on center
U
p.
Fasteners spaced 4 Inches on center at edges, 8 inches at Intermediate supports.
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4.504.4 REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier I and
Resilient Flooring Tier 2 resilient flooring measures. Where resilient flooring is Installed, at least 80% of floor area receiving resilient flooring
Systems shall comply with one or more of the following:
I - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products
Database.
2 - Products compliant with CHPS criteria certified under the Greenguard Children t Schools program.
3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.
4 - Meet the California Department of Public Health, Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as
Specification 01350.)
4.504.5 Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the Interior or exterior of
Composite Wood the building shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control
Products Measure for Composite Wood (I1 CCR 93120 et. seq.), on or before the dates specified in those sections as shown in
Table 4.504.5. Documentation is required per Section 4.504.5.1.
Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density
fiberboard. "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite
lumber, oriented strand board, glued laminated timber, prefabricated wood I -Joists, or finger -Jointed lumber, all as specified in
CCR, Title 11, Section 93120.1(x).
Division 4.5 - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL)
4.505.2 Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building
Concrete Slab Code, Chapter 19, or the California Residential Code, Chapter S. respectively, shall also comply with this section.
Foundations
4.505.2.1 A capillary break shall be installed in compliance with at least one of the following:
Capillary Break I - A 4 -inch (101.6 mm) thick base of 1/2 -inch (12.1 mm) or larger clean aggregate shall be provided with a vapor
retarder in direct contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling
shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.
2 - Other equivalent methods approved by the enforcing agency.
3 - A slab design specified by a licensed design professional.
4.505.3 Budding materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when
Moisture Content of the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following:
Building Materials I - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture
verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8.
2 - Moisture readings shall a taken at a pant 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each
piece to be verified.
3 - At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to
the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which
are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor
cavities. Manufacturers± drying recommendations shall be followed for wet -applied insulation products prior to enclosure.
Division 4.5 - ENVIRONMENTAL QUALITY (INDOOR AIR QUALITY ( EXHAUST)
/'B/4.506.1 Each bathroom shall be mechanically ventilated and shall comply with the following:
athroom Exhaust Fans I - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.
a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than
50% to a maximum of 80%.
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in.
Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are
required in each bathroom.
4.501.2
Heating and air conditioning systems shall be sized, designed, and equipment selected
Heating and Air
using the following methods:
Conditioning
I - The heat loss and heat gain is established according to ANSI/RCCA 2 Manual J -
System Design
2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design
00
software or methods.
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2 - Duct systems are sized according to ANSI/RCCA I Manual D - 2009 (Residential
REN
Duct Systems), ASHRAE handbooks or other equivalent design software or methods.
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3 - Select heating and cooling equipment according to ANSI/RCCA 3 Manual S - 2004
(Residential Equipment Selection) or other equivalent design software or methods.
CA1 �F
Exception: Use of alternate design temperatures necessary to ensure the system functions
are acceptable.
CHAPTER 1 -
INSTALLER t SPECIAL INSPECTOR QUALIFICATIONS (QUALIFICATIONS, VERIFICATIONS)
102.1
HVAC system installers shall be trained and certified in the proper installation of HVAC
Installer Training
systems and equipment by a recognized training or certification program. Examples of acceptable
HVAC training and certification programs include but are not limited to the following:
I - State certified apprenticeship programs.
2 - Public utility training programs.
3 - Training programs sponsored bg trade, labor or statewide energy consulting or
verification organizations.
4 - Programs sponsored by manufacturing organizations.
5 - Other programs acceptable to the enforcing agency.
102.2
Special inspectors must be qualified and able to demonstrate competence to the enforcing
Special Inspection
agency in the discipline in which they are inspecting.
103.1
Documentation of compliance shall include, but is not limited to, construction documents, plans,
Documentation
specifications, builder or installer certification, inspection reports, or other methods acceptable
to the local enforcing agency. Other specific documentation or special inspections necessary
Q
to verify compliance are specified in appropriate sections of CALGreen.
Acknowledgement:
This document is an updated version of an original checklist prepared by the California Building
Industry Association for summarizing the 2010 CALGreen's mandatory measures for low-rise residential structures.
This checklist includes
CALGreen provisions effective January I, 2014, covering all residential buildings and notations
for sections revised
or updated for the 2013 CALGreen.
Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to
the most recent
version of the 2013 CALGreen code for additional details and complete requirements.
Ili D10 DJZ141M 164
1. All work on this project shall conform to the 2013 editions of the CRC, CBC,
CFC, CPC, CMC, CEC and 2013 California Energy Code and any other applicable
county and/or city codes and ordinances.
2. Written dimensions are to be used, do not scale drawings.
3. Specific information on the drawing differing from these notes shall apply.
4. The contractor shall verify site conditions and their correlations with the
drawings.
5. In the event certain features of the construction are not fully shown on the
drawings or called for in the notes, then their construction shall be of the same
character as for similar conditions that are shown or called for and shall be
approved by the architect.
6. The drawings represent the finished structure. Unless otherwise indicated,
they do not indicate the method of construction.
7. Finish grade and finish floor elevations to be field set. Drainage around all
structures is to be away from buildings at 5% slope for minimum 10'. Swale as
required.
8. Dimensions noted "clear" or "clr" are minimum required ' dimensions and must
be accurately maintained.
9. All dimensions are to face of stud, face of concrete, or face of masonry,
unless otherwise noted.
ENERGY NOTES
1. All exterior doors and windows shall be weather stripped.
2. All joints and penetrations in exterior walls, floors, and ceilings shall be
caulked and sealed.
3. Shower heads and faucets shall be certified by the C.E.C.
4. All gas appliances shall have an intermittent ignition device.
5. Insulation: Walls 2x6 R-19, Attic R-38, Floors R-19.
7. Exterior windows, and doors with glazing, shall have permanent NFRC levels
attached, U -values of doors or windows shall meet Title 24 calculations.
8. Title 24 Installation Certification form CF -6R shall be posted prior to issuance
of Certificate of Occupancy.
9. Ducts to be constructed per C.M.C. Insulate all ducts in unconditioned space
with R-6.0 minimum insulation.
10. Mechanical equipment is existing.
11. All windows to be lowE2 dual glazed with vinyl frames.
12. Provide insulation certificate prior to final inspection.
13. This building incorporates a Radiant barrier, see roof framing plan for more
information.
GLAZING & WINDOW NOTES
1. Doors, windows, and shower doors within hazardous areas to be impact
resistant glass.
2. All glass less than 18" above adjacent walking surfaces or within 24" radius of
door jambs in closed position shall . be fully tempered.
3. All window frames to be set in full bed of mastic. Lap building wrap over
window flange except at sill.
DOOR AND HARDWARE NOTES
1. All exterior and interior door hardware to be as selected by owner. Exterior
and interior hardware finish to be as selected by owner. Key all exterior doors
alike.
2. Provide 1 1/2 pair butts per door.
3. Each door to be provided w/ door stop.
1. All gypsum board seams to be taped. Texture walls and ceilings to match
existing finish or with light knockdown finish typical U. N.O.
2. Install mold resistant board at all wet areas.
3. Install metal edge at all exposed exterior corners.
4. Cut all openings for outlets, switches etc., score & knock -out method will not
be used.
5. Gypsum board to be painted with primer coat prior to texturing.
6. Fasteners shall conform with CBC table 702.3.5 and shall be applied in such a
manner as not to fracture the face paper with the fastener head. Fasteners shall
be spaced a minimum of 3/8 inch from edges and ends.
7. All edges and ends shall occur on the framing members, except those edges
and ends which are perpendicular to the framing members.
FLASHING
1. All flashing shall be 26 ga. galv. iron unless otherwise noted. Prime & paint
to match adjacent construction.
2. Flash and counter -flash at all roof/wall connections.
FIRE STOP NOTES
1. Fire -stopping shall be provided to cut off all concealed draft openings (both
vertical and horizontal) and shall form a barrier between a top story and roof
space, and in the following specific locations:
A) In exterior or interior stud walls, at ceilings.
B) In all stud walls and partitions, including furred spaces, so placed that the
maximum dimension and any concealed space is not over 10 feet.
C) Any other locations not specifically mentioned above, such as holes for pipes,
shafting, behind furring strips and similar places which could afford a passage
for flames.
2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be
an approved material as prescribed by the State Fire Marshall.
ELECTRICAL NOTES
1. A ground fault circuit interrupter (GFCI) is required for all 120 volt receptacles
installed in bathrooms, garages, accessory buildings, outdoors, in unfinished
basements, under -floor areas, laundry, utility and kitchen countertops and within
6' of a bar sink.
2. Smoke detectors shall be provided in compliance with local building code as
shown on drawings, direct wire w/ battery backup. Verify that all existing
bedrooms have 110v smoke detectors, and carbon monoxide detectors at hallways
serving bedrooms.
3. Arc -fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20
ampere branch circuits supplying outlets installed in dwelling units shall be
protected by a listed arc -fault circuit interrupter, combination type installed to
provide protection of the branch circuit. ?Includes lights, receptacles and smoke
de ectors.
4. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere
receptacles shall be listed tamper resistant receptacles.
5. Fixtures, lamp holders and receptacle outlets shall be securely supported. A
fixture that weighs more than 6 pounds or exceeds 16" in any direction shall not
be supported by the screw shell of the lamp holder. Outlet boxes shall not be
used as the sole support for ceiling
(paddle) fans.
6. Receptacles installed in wet or damp locations must be listed
weather -resistant type.
PERMANENT INTERIOR LUMINARIES
General:
1. High efficiency luminaryarY fixtures must not contain a medium based screw type
incandescent socket.
2. A manual -on occupant sensor must not have an always on feature.
3. All sensors (indoor and outdoor) are to let the luminaries they control run for
no longer than 30 minutes.
4. All recessed luminaries in ceilings must be approved for zero -clearance
insulation cover, electronic ballast, and air -tight.
Bathrooms, Laundry Rooms, Utility Rooms and Garages:
1. All permanent interior luminaries must be high efficiency or controlled by iL
manual -on occupant sensor.
Kitchens:
1. Kitchens must have at least fifty percent of the installed wattage as high
efficiency luminaries.
2. High efficiency luminaries must be switched separately from low efficiency
luminaries.
3. Wattage for incandescent luminaries is determined by the maximum rating of
the fixture.
All Other Rooms:
1. All permanent interior luminaries must be high efficiency, or controlled by a
manual -on occupant sensor, or controlled by a dimmer.
Outdoor:
1.All permanent outdoor luminaries attached to the building must be high
efficiency or controlled by a motion sensor and photocell.
1/i 411111 lto]Z
1. Provide attic ventilation at areas with attic. Venting to be at a ratio of 1:300.
For ventilation calculations refer to the roof framing plan. Cover vents with 1/4"
corrosion resistant wire mesh.
2. Provide galvanized vents at areas with crawl space, see foundation plan for
vent size and location. Venting to be at a ratio of 1:150. Locate vents close to
corners and on at least two opposite sides to provide cross ventilation. Cover
vents with 1/4" corrosion resistant wire mesh.
HEATING, COOLING AIR CONDITIONING
1. The mechanical equipment is existing, Mechanical Contractor to verify the
adequacy of the existing system. Revise the existing duct work as required for
the new area. The heat loss and heat gain of the air conditioned portion of the
building shall be determined by a licensed heating and air conditioning
contractor or engineer. Such person shall assume all responsibility for adequately
heating and cooling the building.
2. The systems shall be properly balanced by the Mechanical contractor.
3. It shall be the responsibility of the Mechanical contractor to verify in the field
that registers, ducts, etc. are not located so as to cause subsequent damages to
structural members in the framing.
4. All HVAC registers & diffusers to have adjustable dampers.
PLUMBING
1. The drawings are schematic and indicate the systems and equipment to be
used. Plumbing contractor shall verify clearances, shall lay out and coordinate
the plumbing work with the work of other trades, and shall confirm the location
of and install sleeves and hangers so that work of other contractors is not
delayed.
2. All fixtures shall be supplied with hot and/or cold water, waste and vent
piping as required. Waste and soil lines shall comprise a complete sanitary
system from each fixture to, and connected with the waste system.
3. All waste lines shall have a continuous fall of 1/4" per foot inside the
building.
4. Cleanouts shall be placed to service waste system in accordance with
applicable codes and best plumbing practices.
5. Approved backflow prevention devices shall be provided on hose bibs.
PERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DAT[ t 1 Q (' BYJ� J -
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FLOOR FRAMING NOTES
I. PROVIDE FULL BEARING UNDER ALL BEAMS, HEADERS,
GIRDER TRUSSES, ETC
2. ALL BEARING WALLS ARE SHOWN SHADED.
3. FLOOR SHEATHING SHALL BE 3/4" CDX PTS T ( G
PLYWOOD GLUED AND NAILED ATOP FLOOR JOISTS
WITH IOd RINGSHANK NAILS AT V, 12" O.C.
I. FLOOR FRAMING TO BE 2x6 df 42 AT 16" OC TYPICAL
UNLESS NOTED OTHERWISE
FOUNDATION NOTES
I. ANCHOR BOLTS TO BE 1/2" DIA. x 10" W/ 3" SQ x 1/4" STL.
WASHERS AT 6'-0" OC TYPICAL UNLESS NOTED OTHERWISE,
PROVIDE MINIMUM OF 2 A.B. AT EACH PLATE, WITHIN 12" OF
EACH END.
2. SLOPE ALL EXTERIOR WALKS AND PATIOS AWAY FROM
BUILDING 1/4" PER LINEAR FOOT MINIMUM
3. FOUNDATION VENTILATION- 400 SF/150 = 2.661 SF
/41 2.661 /.42 = 6.35 SF REQ., 1- 6X14 VENTS MIN.
NOTE: 6X14 VENT HAS A NET FREE FLOW AREA
EQUAL TO 0.42 SF
PERMIT # V t 6—t
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE 10 ((-0 BY—P _
FOUNDATION
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REMOVE SECTION OF ROOF
AND OVERHANG OF EXISTING
I 171 :-rl---- ---------- -.-
77 31/2:12
I
I 12 : 12 12 : 12
L2: 12
I
31/2:12 31/2:12
a[� DS WALL TO ROOF FLASHING
K-7=7777777 ._. 7-7-77— __ METAL CAP
31/2:12
RIDGE VENT
31/2:12
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/ 17 i
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________________________________________________________________I
ROOFING SHALL BE ARCHITECTURAL GRADE
COMPOSITION SHINGLES. INSTALL PER MANUF. SPECS.
MATCH EXISTING
INSTALL FLASHING AND COUNTER FLASHING
AT ALL WALL/ROOF CONNECTIONS
TYPICAL
REFER TO SHEET 5-2 FOR ATTIC VENTILATION
INFORMATION
ROOF PLAN
SCALE: 1/8"=1'—O"
2'-"
TYPICAL
MM 44- -1 O A CTERC
DECKING
BUILDING SECTION C
SCALE: 1/,4"=1'—O"
BUILDING SECTION B
SCALE:
<4AT16"OC
UBLE TOP PLATE
POSED 2X
LLOONED FRAMED WALL
BLOCKING AT 24" OC
CONTINUOUS RIDGE VENT
2 X 8 DF 42 RIDGE
ROOF SHEATHING
2 X L DF #2 RAFTERS
2 X L TEG EXPOSE DECKING
R 38 ATTIC INSULATION
EXPOSED ROOF BEAM. DAP INTO
RIDGE BEAM I INCH
I" CLEAR CONTINUOUS AIRSPACE
2 X 8 FACIA BOARD
I X 6 TtG EXPOSE DECKING
BUILDING SECTION A
SCALE: 1/4"=1'—O"
-ERMIT #yv t ----
BUTTE COUNTY DEVE OPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
BY4
ROOF PLAN
SECTION CUTS
SCALE: AS NOTED
Revisions:
&1 9/22/2016
I I Plot Date: 9/22/2016 I I
d
31/2:12
12:12
12:12
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________________________________________________________________I
ROOFING SHALL BE ARCHITECTURAL GRADE
COMPOSITION SHINGLES. INSTALL PER MANUF. SPECS.
MATCH EXISTING
INSTALL FLASHING AND COUNTER FLASHING
AT ALL WALL/ROOF CONNECTIONS
TYPICAL
REFER TO SHEET 5-2 FOR ATTIC VENTILATION
INFORMATION
ROOF PLAN
SCALE: 1/8"=1'—O"
2'-"
TYPICAL
MM 44- -1 O A CTERC
DECKING
BUILDING SECTION C
SCALE: 1/,4"=1'—O"
BUILDING SECTION B
SCALE:
<4AT16"OC
UBLE TOP PLATE
POSED 2X
LLOONED FRAMED WALL
BLOCKING AT 24" OC
CONTINUOUS RIDGE VENT
2 X 8 DF 42 RIDGE
ROOF SHEATHING
2 X L DF #2 RAFTERS
2 X L TEG EXPOSE DECKING
R 38 ATTIC INSULATION
EXPOSED ROOF BEAM. DAP INTO
RIDGE BEAM I INCH
I" CLEAR CONTINUOUS AIRSPACE
2 X 8 FACIA BOARD
I X 6 TtG EXPOSE DECKING
BUILDING SECTION A
SCALE: 1/4"=1'—O"
-ERMIT #yv t ----
BUTTE COUNTY DEVE OPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
BY4
ROOF PLAN
SECTION CUTS
SCALE: AS NOTED
Revisions:
&1 9/22/2016
I I Plot Date: 9/22/2016 I I
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MODEL
NO.
MATERIAL (GA)
2-2 x OR 4 x -
L
INSTALLATION MOTES
SEAT
WIDTH
STRAP
PLATE
ANCHOR BOLTS
FASTENERS
LTTI9
16
3
1-3/4"
19-1/8"
1-3/8"
SEE PLANS
1/2", 5/8", OR 3/4"
18-I0d x 1-1/2"
8-IOd
LTT20B 4
12
3
2"
19-3/4"
1-1/2"
5/16"
1/2", 5/8", OR 3/4"
10-I0d x 1-1/2"
10-IOd
2-1/2" BOLT
LTT131
CLR. EDGE NAIL SHEAR PANEL
PAGE NUMBERS REFER TO SIMPSON STRONG -TIE WOOD��
3-3/4"
31"
1-3/8"
1 1/4"
II
18-I0d x 1-I/2'
MTT28B
DELETED
- SEE HTTS OR HTT22
HTT4
II
--
2-1/2"
TO KINGSTUDS, TYP.
CONSTRUCTION CONNECTORS C-2009 CATALOG
1/16"
5/8"
STEMWALL
18-M x 2-1/2"
II
II
�I
I6"
1-3/8"
VII
5/8"
ALTERNATE
STUD BOLTS -
HTTS
USE ALL SPECIFIED FASTENERS. SEE GENERAL NOTES.
--
° ...)�:..
REINFORCING,
1-3/8"
1/16"
5/8"
,...,,. . .
-
26-16d x 2-1/2"
HTT22
II
--
(WHERE USED)
INSTALL
FOR USE IN VERTICAL AND HORIZONTAL APPLICATIONS.
1 VIC
��.
SEE PLAN
c*)
v
U
U
<
O
z
t�
WASHER, TYP.
(IF BOLTS USED)
TO TIE MULTIPLE 2x MEIMBERS TOGETHER, THE DESIGNER MUST DETERMINE
� z
"'
��
°+
12 MIN. FOR 1/8 "
ui
r+ -
" "
" a'
LOCATE
APPROX.
14 .
NEW FLOOR FRAMING
EXISTING FLOOR FRAMING
NEW FLOOR FRAMING
TYPICAL CONNECTOR -
z
THE FASTENERS REQUIRED TO JOIN MEMBERS TO ACT AS ONE UNIT WITHOUT
SPLITTING THE WOOD. SEE PAGE 20 FOR SDS VALUES.
z -'
;; .
DIA. SSTB FOR
°, a
RIDGE
45° FROM
��
;; ..
—1
FLOOR JOIST
SEE PLAN
FOR TENSION TIES, PER ASTM TEST STANDARDS, ANCHOR BOLT NUT
p ¢
° ;; . "
FULL TABLE LOAD
x m "
�'+ oc 13/4
°' ��
„
WALL
�� o
ca
Nul
w
FLOOR SHEATHING
SHOULD BE FINGER -TIGHT PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH,
T
OC
I I I I I I I I I I I I I I I
MUDSILL
I I
WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE.
°L
I
z MIN.11..
Z
CARE SHOULD BE TAKEN TO NOT OVER -TORQUE THE NUT. IMPACT
EXPOSED BEAM
°
%I " o
z
u
SOLID BLOCKING
I I
I I
WRENCHES SHOULD NOT BE USED.
NEW CRIPPLE FRAMED WALL
I�
I I
REFER TO TECHNICAL BULLETIN T-ANCHORSPEC FOR POST-
~ ��
_
°-�
LOCATE
11Ln
GIRDER, SEE
ANCHOR BOLT (SSTB), SEE
EXPOSED BEAMS
INSTALLED ANCHORAGE SOLUTIONS. (SEE PAGE 191 FOR DETAILS)
;
°
45°
FROM WALL
°.
SPLICE OVER
FOUNDATION PLAN
FOUNDATION PLAN FOR SIZE
I. THE DESIGNER MUST SPECIFY ANCHOR BOLT TYPE, LENGTH AND EMBEDMENT.
}„
STUD
EXPOSED RIDGE BEAM
AND SPACING. SEE SSTB
<.
SEE SB ANCHOR BOLTS (PAGE 21). REFER TO TECHNICAL BULLETIN T -ANCHOR
PLACE SSTB ARROW
13/4°
(DAP 3/4" MAX FOR BEAM SEAT)
DETAIL FOR INSTALLATION.
°
AT SLAB FLOOR
SPEC FOR RETROFIT ANCHOR SOLUTIONS. (SEE PAGE 191 FOR DETAILS).
13/4"
DIAGONAL IN CORNER
MIN.
FILLER AS REQUIRED
— - --
4 " 0p
FOR TYPICAL NOTES AND
2. ALLOWABLE LOADS HAVE BEEN INCREASED FOR WIND OR EARTHQUAKE
^ A M M, - A TI\I( III T \1/1r 1t 1 Ir I'Y I\1�n A c A /�iOrf1 nrr 11- IIII Ir}'fr
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OD
6:
MIN.WIDTH
APPLICATION
WIDTH
MODEL
NO.
MATERIAL (GA)
W
L
CL
SEAT
FASTENERS
STRAP
PLATE
ANCHOR BOLTS
FASTENERS
LTTI9
16
3
1-3/4"
19-1/8"
1-3/8"
5/16"
1/2", 5/8", OR 3/4"
18-I0d x 1-1/2"
8-IOd
LTT20B 4
12
3
2"
19-3/4"
1-1/2"
5/16"
1/2", 5/8", OR 3/4"
10-I0d x 1-1/2"
10-IOd
2-1/2" BOLT
LTT131
18
3
3-3/4"
31"
1-3/8"
1 1/4"
5/8"
18-I0d x 1-I/2'
MTT28B
DELETED
- SEE HTTS OR HTT22
HTT4
II
--
2-1/2"
12-3/8"
1-3/8"
1/16"
5/8"
18-I0d x 1-1/2"
18-M x 2-1/2"
HTT16
II
--
2-1/2"
I6"
1-3/8"
VII
5/8"
18-16d x 2-1/2"
HTTS
II
--
2-1/2"
16"
1-3/8"
1/16"
5/8"
26-I0d x 1-1/2"
26-IOd
26-16d x 2-1/2"
HTT22
II
--
2-1/2"
22"
1-3/8"
1 VIC
5/8'
32-I0d
VI\J \ II\VI\V/ZVV lILLV WV , I\VI..INVV WII�I�,...
OTHER LOAD DURATIONS GOVERN.
3. ALLOWABLE LOADS ARE BASED ON A MINIMUM LUMBER THICKNESS OF 3' CORNER CONTINUOUS END WALL
4. IF A 1/2" OR 5/8" ANCHOR BOLT IS USED FOR THE LTTI9 OR LLT20B 2-16d TOENAILS EA. SIDE
ADD A STANDARD CUT WASHER TO THE SEAT. NO ADDITIONAL WASHER TYPICAL PLAN VIEW INSTALLATIONS
IS REQUIRED FOR A 3/4' ANCHOR BOLT. SEE TABLE FOR APPROPRIATEZ
ANCHOR BOLT SIZES EMBEDMENT LINE 4x4 POST z
S. IF THE BASE OF THE LTT131 IS INSTALLED FLUSH WITH A CONCRETE OR
MASONRY WALL, THEN THE ALLOWABLE LOAD IS 2285 LBS.
L. TENSION VALUES ARE VALID FOR HOLDOWNS FLUSH OR RAISED OFF OF
SILL PLATE
1. ALLOWABLE TENSION LOAD WITH A BEARING PLATE WASHER BP 5/8-2
(SOLD SEPERATELY) IS 5395 LBS. FOR HTTS AND 4265 LBS FOR HTT22
8. DEFLECTION AT HIGHEST ALLOWABLE TENSION LOAD INCLUDES FASTENER
SLIP, HOLDOWN ELONGATION, AND ANCHOR BOLT ELONGATION ( L=4" ). _
ADDITIONAL ELONGATION OF ANCHOR BOLTS SHALL BE ACCOUNTED FOR ~
BY THE DESIGNER WHEN HOLDOWNS ARE RAISED HIGHER THAN V. w �
9. STRUCTURAL COMPOSITE LUMBER COLUMNS HAVE SIDES THAT SHOW EITHER
THE WIDE FACE OR THE EDGES OF THE LUMBER STRANDS/VENEERS. VALUES °
IN THE TABLES REFLECT INSTALLATION INTO THE WIDE FACE. SEE TECHNICAL
BULLETIN T-SCLCOLUMN FOR VALUES ON THE NARROW FACE ( EDGE) ( SEE
PAGE 191 FOR DETAILS ) °
MODEL NO. STEM WALL DIA. LENGTH MIN. EMBED. le
WIDTH (W)
55TBI4 9" 5/8" 14" 12"
5STBI4 4" 5/8" 11-5/8" 12-5/8"
5STB20 6" 5/8" 21-5/8" 16-5/8"
55TB24 V 5/8" 25-5/8" 20-5/8"
55TB28 8" 1/8" 29-1/8" 24-1/8'
SSTB34 8" 1/8" 34-1/8" 28-1/8"
55TB34 8" 1/8" 36-1/8" 1 28-1/8"
�
w L
2-14d TOENAILS EA. SIDE z w
PRE -CAST CONCRETE PIER
WITH REDWOOD BLOCK
''''—III �• I ' C
FOOTING, SEE PLAN D III=
10. NAILS: 16d x 2 1/2" = 0.162" DIA. x 2 1/2" LONG, IOd = 0.148" DIA. x 3" LONG, REF. PAGE 28-29 SIMPSON STRONG -TIE WOOD
IOd x 1 1/2" = 0.148" DIA. x 1 1/2" LONG. SEE PAGE 16-11 FOR OTHER NAIL CONSTRUCTION CONNECTORS C-2009 CATALOG
SIZES AND INFORMATION. SEE MANUF. SPECS FOR ADDITIONAL INFORMATION
www.strongtie.com
�SE0 ARCy/
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D -I SIMPSON STRONG -TIE WOOD CONSTRUCTION CONNECTORS C-2009 www.strongtie.com
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MODEL NO. STEM WALL DIA. LENGTH MIN. EMBED. le
WIDTH (W)
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5STBI4 4" 5/8" 11-5/8" 12-5/8"
5STB20 6" 5/8" 21-5/8" 16-5/8"
55TB24 V 5/8" 25-5/8" 20-5/8"
55TB28 8" 1/8" 29-1/8" 24-1/8'
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IOd x 1 1/2" = 0.148" DIA. x 1 1/2" LONG. SEE PAGE 16-11 FOR OTHER NAIL CONSTRUCTION CONNECTORS C-2009 CATALOG
SIZES AND INFORMATION. SEE MANUF. SPECS FOR ADDITIONAL INFORMATION
www.strongtie.com
�SE0 ARCy/
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FOOTING, SEE PLAN D III=
10. NAILS: 16d x 2 1/2" = 0.162" DIA. x 2 1/2" LONG, IOd = 0.148" DIA. x 3" LONG, REF. PAGE 28-29 SIMPSON STRONG -TIE WOOD
IOd x 1 1/2" = 0.148" DIA. x 1 1/2" LONG. SEE PAGE 16-11 FOR OTHER NAIL CONSTRUCTION CONNECTORS C-2009 CATALOG
SIZES AND INFORMATION. SEE MANUF. SPECS FOR ADDITIONAL INFORMATION
www.strongtie.com
Revisions:
9/22/2016
Plot Date: 9/22/2016 I
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SILL NAILING: 16d AT
Ln
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Revisions:
9/22/2016
Plot Date: 9/22/2016 I
II2X BLOCK Date: 09-2016
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