HomeMy WebLinkAboutB16-2563 065-390-013MINIMUM EROSION AND SEDIMENT CONTROLS FOR
FROJEG75 DISTURB 1 NG LESS THAN ONE ACRE
G-10
THE BMP'S (BEST MANAGEMENT PRAGTIGES) LISTED BELON MUST BE IN PLAGE DURING
THE RAINY SEASON (OGTOBER 15 THROUGH APRIL 15) AND MAY BE REOU I RED AT OTHER
TIMES BASED ON HEATHER AND SITE GOND I T I ONS THROUGHOUT THE YEAR. THE 5MP15
LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'S GOULD BE REOU I RED
BASED ON SITE GOND I T I ONS.
1. STAB 1 L I ZED ENTRY: PRO\/1 DE MINIMUM 5" TO 6" FRACTURED ROGK 50' LONG x 15' NIDE
BY 6" DEEP OVER GONSTRUGTION GRADE FABRIC,.
2. ALL SOILS TRAGKED ONTO PAVED ROADNAYS MUST BE GLEANED ON A DAILY BASIS.
WHEN STREETS ARE NET OR DURING A RAIN EVENT THERE SHALL BE NO TRAGK I NG OF
SOILS ONTO THE STREET.
5. NATTLE5 SHALL BE INSTALLED PROPERLY, BEHIND GURB OR 51 DEHALK5.
4. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS NITHIN 150' OF THE
PROJEGT SITE.
5. INTERNAL FILTERS SHALL BE PLAGED INSIDE EACH DRAIN INLET.
6. TRASH BARS SHALL BE PLAGED ACROSS THE BAGK OF ALL DRAIN INLETS.
-7. STAB 1 L I ZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS NITHIN 15' OF THE BAGK
GURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS
APPL I GAT I ON)
8. STAB 1 L I ZE ALL SLOPES NHERE EROSION COULD OCGUR AND CAUSE SILT RUN OFF.
(STRAN, VISOUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLIGATION)
ci. ALL PAINT, FUEL, CONSTRUCTION PRODUGTS ETG. SHALL BE STORED IN A COVERED
LOCATION AWAY FROM 51DENALKS AND STORM DRAIN INLETS.
10. PORTABLE CHEM I GAL TO 1 LET5 IF PROV I DED ON THE SITE MUST BE KEPT OFF OF
STREETS AND SIDENALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN.
11. ALL TRASH MUST BE GOLLEGTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS
DRl'NALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL GONTA I NERS, ETC... COME
IN GONTAGT KITH ANY RAINFALL OR STORM NATER RUNOFF.
12. PROVIDE A DESIGNATED AREA FOR CONCRETE NASHOUT. HAY BAILS LINED N I TH
V I SGUEEN MAY BE USED FOR THIS APPL I GAT I ON. ROLLANAY B 1 NS MAY ALSO BE USED.
ALL CONGRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS.
15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE GOMPLETE, A MAINTENANCE
PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE GONTINUED EFFECTIVENESS OF
YOUR BMP'S.
Bum
comw
NOV 17 2016
I)EWMT
I
NOTE:
1. GROUND IMMEDIATELY ADJAGENT TO THE
FOUNDATION SHALL BE SLOPED AWAY FROM THE
BU I LD I NC AT A SLOPE OF NOT LESS THAN 6" H 1 TH I N
THE FIRST 10 FT. (5966 SLOPE). PER 2015 GRG SECTION
R401.5
SCOPE OF WORK:
THIS PROJECT NI LL CONSIST OF REPLACING
AN EXISTING FRONT AND REAR DEGK
STRUCTURES H/ NEW DEGKS MEETING
CURRENT CODE GOMPL I ANCE.
CODE ANALYSIS:
REBUILT STRUCTURE: (5-70.1-7 SO.FT.)
OC,GUPANGY: R5.
ZONING: RT -I
USE: RE51 DENGE 51 NGLE FAMILY
GONSTRUGTION TYPE: TYPE V -B
SETBAGKS:
ZONE: RT -I
FRONT: 20'
INTERIOR SIDE:
25' OR 5% OF LOT N I DTH NH I GHEVER
15 LESS BUT NO LESS THAN 5'
REAR: 25'
STREET SIDE: 20'
SITE FLAN
1"=20'
PROJECT SITE
SITE LOGAT ON
811 GALL 5 FOS YOU E,)10.
(a00) 227-2&00
GALL TV40 NORK 1 NG
DAYS 5F -FORE YOU D 1 G .
www.u5onorth.org
N.T.S.
SHEET INDEX:
GOVER SHEET G5
GAL -GREEN NOTES/ CHEGKLIST co
GENERAL NOTES 51
PLAN, SECTIONS, AND DETAILS 52
(E)
BAGK DEGK
(N)
BAGK DEGK
(E)
FRONT DEGK
(N)
FRONT DEGK
FROJECT DATA:
ONNER:
552.5 SOFT
552.5 SOFT
21-7 SOFT
21-7 SOFT
SANDRA BURR I GK
PROJECT DESCRIPTION: DEGK REBUILD
ASS. PARGEL NO.: 065-5ci0-013 (.56 ACRES)
JURISDIGTION:
APPLICABLE GORES:
GOUNTY OF BUTTE, GA
2015 GRG, 2015. GEG, 2015 GPG, 2015 GMG,
2015 GFC, 2015 CALIF. HEALTH
SAFETY CODE AMENDMENTS,
2012 EDITION NFPA 101, 2015 GGBSG
BUTTE COUNTY DEVELOPMENT SER'
REVIEWED FOR
CODE COMPLIANCE
STRUCTURAL/DES I G NER ENG I NEER
JARROD HOLL I DAY
RANCHO ENGINEERING
5550 5KYNAY STE. G
PARADISE, GA c5ci6q
550.8-1'7.5-700
ronchoengineering®hotmail.com
NOTE: SITE SURVEY NAS NOT
GONDUCTED. FEATURES LOGATED
PER ONNER PROVIDED PLANS.
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RANCHO ENG. JOB: 16-245
DRANN BY: RPP
GKD.BY: JPH
DATE: I I/08/16
REVISION: 0
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RANCHO ENG. JOB: 16-245
DRANN BY: RPP
GKD.BY: JPH
DATE: I I/08/16
REVISION: 0
DRAWING NUMBER
(fo/ 5
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2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
(Includes significant changes from 2010 CALGREEN)
2013 CALGREEN CODE
Effective January 1, 2014
MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN
jECTION
101.3.1 State -regulated REVISED: Expands the scope of CALGreen to include ALL low-rise, high-rise, and hotel/motel buildings of Group R occupancy.
buildings
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NEW: Relocates all definitions to Chapter 2. Other chapters include only defined terms and a reference to Chapter 2.
REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings."
202 Definitions REVISED: Clarifies "low-rise residential building" as a Group R occupancy that is 3 stories or less and deletes reference to
one- or two-family dwellings or townhouses.
NEW: Defines "high-rise residential buildin " as a Group R occupanc that is 4 stories or greater in het ht.
4.504.2.2 Paints and Coatings
NEW: Clarifies that mandatory measures in Chapter 4 apply to additions or alterations of residential buildings and specifies that
Additions and requirements only apply to the specific area of the addition or alteration.
301.1.1
alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 et seq., regarding mandatory replacement of
non-compliant plumbing fixtures.
Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
Low -Rise and NEW: Clarifies that CALGreen may apply to either low-rise or high-rise residential buildings or both.
301.2
High -Rise NEW: New "banners" [LR) and [HR+] as identifying provisions applying onlyto low-rise or high-rise residential structures,
Residential
respectively.
Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including
Buildings
Aerosol Paints and
prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) (of the California Code of
Building Materials
Storm Water NO CHANGE FROM 2010 CALGREEN
4.106.2
Drainage and Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water
agency provided at the time of approval to enclose the wall and floor framing.
Retention During drainage during construction.
Construction
NO CHANGE FROM 2010 CALGREEN
NO CHANGE FROM 2010 CALGREEN
cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to encClosure.
Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering
4.106.3
Grading and Paving
buildings.
1 -Carpet and Rug Institute's Green Label Plus Program
NEW EXCEPTION: Revision provides an exception for additions and alterations not altering the drainage path.
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2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from
REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise residential/hotell/motel
4.201.1/
(Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen.
5.201.1
Scope
REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiencyr beyond those
re mired b Xthe 2013 California Enera Code 1cocle reference date u dated from 2010 to 20131.
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Carpet Cushion
REVISED: 20% reduction of water use are now prescriptively designated within CALGREEN text.
4.504.3.2
REPEALED: Prescriptive and performance methodology, Tables 4.303.1 and 4.303.2.
NO CHANGE FROM 2010 CALGREEN
NEW: Plumbing fixtures and fittings shall comply with the following:
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or builtt-in.
4.303.1.1 Waters Closets: <_ 1.28 gal/flush
Water Conserving 4.303.1.2 Urinals: 5 0.5 gallflush
4.303.1
Plumbing Fixtures 4.303.1.3.1 Single Showerheads: s 2.0 gpm @ 80 psi
bathroom.
and Fittings 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single
valve shall not exceed 2.0 gpm @ 80 psi or only one shower outlet is to be in operation at a time
Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following:
4.303.1.4.1 Residential Lavatory Faucets: <_ 1.5 gpm @ 60 psi
REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute languaage.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: <_ 0.5 gpm (@ 60 psi
4.504.4
4.303.1.4.3 Metering Faucets: <- 0.25 gallons per cycle
Database.
4.303.1.4.4 Kitchen Faucets: 5 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm
Systems
2 - Products compliant with CHIPS criteria certified under the Greenguard Children & Schools program.
REVISED: Specifies that plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code.
1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calcwlation), ASHRAE
Standards for
REVISED: Relocates provisions for multiple showerheads to Section 4.303.1.3.2.
4.303.2
Plumbing Fixtures
and Fittings
REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fittings." Code users are directed, in Section 4.303.2,
2 - Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE harndbooks or other
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also krnown as
to the California Plumbing Code for applicable reference standards.
equivalent design software or methods.
Specification 01350.)
System Design
3 - Select heating and cooling equipment according to ANSUACCA 3 Manual S - 2004 (Residential Equipment Sellection) or other
NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates.
NO CHANGE FROM 2010 CALGREEN
equivalent design software or methods.
Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or, exterior of the building
Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with
4.304.1
Irrigation
the following:
1 - Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant
Controllers
watering needs as weather or soil conditions change.
Composite Wood
Section 4.504.5.1.
2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired
Products
or wireless rain sensor which connects or communicates with the controller(s).
PAGE 1
��� "
OF -at 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
(Includes significant changes from 2010 CALGREEN)
2013 CALGREEN CODE
Effective January 1, 2014
SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN
REVISED: Specifies the areas needing rodent proofing are sole/bottom plates.
4.406.1 Rodent Proofing Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shaill be closed with cement
mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents.
NO CHANGE FROM 2010 CALGREEN
Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with either
Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance.
Construction Waste Documentation is required per Section 4.408.5.
4.408.1 Reduction of at least Exceptions:
50% 1 - 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.
Construction Waste NO CHANGE FROM 2010 CALGREEN
4.408.2 Management Plan Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and
shall be available for examination during construction.
Waste Management NO CHANGE FROM 2010 CALGREEN
4.408.3 Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentattion that diverted
Company construction and demolition waste materials meet the requirements in Section 4,408.1.
4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than
4.408.4 Waste Stream 4 pounds per square -foot of the building area.
4.408.4.1 Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative.
Alternative 4.408.4.1 [HR+j Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than
2 pounds per square -foot of the building area.
M9 1*3 0 e
Operation and NO CHANGE FROM 2010 CALGREEN
4.410.1 Maintenance Manual At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which
covers 10 specific subject areas shall be placed in the building.
NO CHANGE FROM 2010 CALGREEN
4.503.1 General Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with
U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable
local ordinances.
Covering of Duct NO CHANGE FROM 2010 CALGREEN
Openings and At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating
4.504.1 Protection of equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetal
Mechanical or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used.
Equipment During
Construction
NO CHANGE FROM 2010 CALGREEN
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:
1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air
pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in
4.504.2.1 Adhesives, Sealants Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic
and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol
products as specified in Subsection 2 below.
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 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards
and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17,
commencing with Section 94507.
PAGE 2
7 ���� � . 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES
�.\\
-- � (Includes significant changes from 2010 CALGREEN)
2013 CALGREEN CODE
Effective January 1, 2014
SECTION MEASURES
2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN
2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN
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NO CHANGE FROM 2010 CALGREEN
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Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure,
NO CHANGE FROM 2010 CALGREEN
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
4.504.2.2 Paints and Coatings
specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss
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coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control
members exceed 19% moisture content. Moisture content shall be verified in compliance with the following:
Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.
1 - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moiisture verification
NO CHANGE FROM 2010 CALGREEN
methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8.
Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including
4.504.2.3
Aerosol Paints and
prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(c)(2) and (d)(2) (of the California Code of
Building Materials
Coatings
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Qualiity Management District shall
agency provided at the time of approval to enclose the wall and floor framing.
additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior t(o enclosure in wall or floor
NO CHANGE FROM 2010 CALGREEN
cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to encClosure.
All carpet installed in the building interior shall meet the testing and product requirements of one of the following:
1 -Carpet and Rug Institute's Green Label Plus Program
4.504.3
Carpet Systems
2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from
Each bathroom shall be mechanically ventilated and shall comply with the following:
Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.)
1 - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
3 - NSF/ANSI 140 at the Gold level
2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity, control.
4 - Scientific Certifications Systems Indoor AdvantageTm Gold
4.504.3.1
Carpet Cushion
NO CHANGE FROM 2010 CALGREEN
All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Program.
4.504.3.2
Carpet Adhesive
NO CHANGE FROM 2010 CALGREEN
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or builtt-in.
All carpet adhesives shall meet the requirements of Table 4.504.1.
Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans fare required in each
REVISED: Compliance rate of resilient flooring is increased from 50% to 80%. Related changes are made for Tier,1 and Tier 2 resilient
bathroom.
flooring measures.
Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following:
Reserved
REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute languaage.
1 - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products
4.504.4
Resilient Flooring
Database.
Systems
2 - Products compliant with CHIPS criteria certified under the Greenguard Children & Schools program.
1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calcwlation), ASHRAE
3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.
handbooks or other equivalent design software or methods.
4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Orrganic
Heating and Air
2 - Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE harndbooks or other
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also krnown as
Conditioning
equivalent design software or methods.
Specification 01350.)
System Design
3 - Select heating and cooling equipment according to ANSUACCA 3 Manual S - 2004 (Residential Equipment Sellection) or other
NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates.
equivalent design software or methods.
Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or, exterior of the building
Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.
shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood
(17 CCR 93120 et. seq.), on or before the dates specified in those sections as shown in Table 4.504.5. Documentation is required per
4.504.5
Composite Wood
Section 4.504.5.1.
Products
certification program. Examples of acceptable HVAC training and certification programs include but are not limiteed to the following:
Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and imedium density fiberboard.
1 - State certified apprenticeship programs.
"Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite Iwmber, oriented strand board,
Installer Training
2 - Public utility training programs.
glued laminated timber, prefabricated wood [-joists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a).
3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
1 a: I
Concrete Slab
NO CHANGE FROM 2010 CALGREEN
4.505.2
5.Other programs acceptable to the enforcing agency.
Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Buillding Code, Chapter 19,
Foundations
or the California Residential Code, Chapter 5, respectively, shall also comply with this section.
Special Inspection
Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting.
NO CHANGE FROM 2010 CALGREEN
NO CHANGE FROM 2010 CALGREEN
A capillary break shall be installed in compliance with at least one of the following:
Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, bwilder or installer
1 - A 4 -inch (101.6 mm) thick base of 1/2 -inch (12.7 mm) or larger clean aggregate shall be provided with a vapor rretarder in direct
4.505.2.1
Capillary Break
contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional
necessary to verify compliance are specified in appropriate sections of CALGreen.
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.
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PAGE 3
2013 CALGREEN RESIDENTIAL MANDATORY MEASURES �� ~
(Includes significant changes from 2010 CALGREEN)
2013 CALGREEN CODE
Effective January 1, 2014
SECTION
MEASURES
2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN
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NO CHANGE FROM 2010 CALGREEN
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Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be endlosed when the framing
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members exceed 19% moisture content. Moisture content shall be verified in compliance with the following:
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1 - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moiisture verification
methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8.
Moisture Content of
2 -Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of' each piece lobe
4.505.3
Building Materials
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 t(o enclosure in wall or floor
cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to encClosure.
NO CHANGE FROM 2010 CALGREEN
Each bathroom shall be mechanically ventilated and shall comply with the following:
1 - 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.
Bathroom Exhaust
a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of [less than 50% to a
4.506.1
Fans
maximum of 80%.
b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or builtt-in.
Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans fare required in each
bathroom.
4.507.1
Reserved
REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There is no substitute languaage.
NO CHANGE FROM 2010 CALGREEN
Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods:
1 - The heat loss and heat gain is established according to ANSI/ACOA 2 Manual J - 2004 (Residential Load Calcwlation), ASHRAE
handbooks or other equivalent design software or methods.
Heating and Air
2 - Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE harndbooks or other
4.507.2
Conditioning
equivalent design software or methods.
System Design
3 - Select heating and cooling equipment according to ANSUACCA 3 Manual S - 2004 (Residential Equipment Sellection) or other
equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.
NO CHANGE FROM 2010 CALGREEN
HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment bry a recognized training or
certification program. Examples of acceptable HVAC training and certification programs include but are not limiteed to the following:
1 - State certified apprenticeship programs.
702.1
Installer Training
2 - Public utility training programs.
3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4 - Programs sponsored by manufacturing organizations.
5.Other programs acceptable to the enforcing agency.
NO CHANGE FROM 2010 CALGREEN
702.2
Special Inspection
Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting.
NO CHANGE FROM 2010 CALGREEN
Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, bwilder or installer
703.1
Documentation
certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific docurmentation or special inspections
necessary 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 Tor summanzcrr,g mu 4u iv n�a3 ec o
mandatory measures for low-rise residential structures. This checklist includes CALGreen provisions effective January 1, 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.
PAGE 4
GENERAL NOTES:
I. THE OWNER, BUILDER, OR CONTRACTOR I5 RE5PON515LE FOR
VERIFYING ALL DIMENSIONS AND SIZES BEFORE CONSTRUCTION.
2. THE OWNER BUILDER OR CONTRACTOR 15 RESPONSIBLE FOR
THE CONSTRUCTION AND QUALITY CONTROL OF THIS PROJECT.
5. THI5 SET OF PLANS 15 FOR GENERAL CONSTRUCTION PURPOSES
ONLY. IT 15 THE RESPONSIBILITY OF THE OWNER, BUILDER, OR
CONTRACTOR TO 5ELECT, VERIFY SIZES, IN5TALL, AND
RESOLVE ANY PROBLEMS WITH MATERIALS AND EQUIPMENT. DO
NOT SCALE PLANS.
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REVIEWED FOR
1.; ODE COMPLIANCE
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GENERAL NOTES: HOLDOWN5:
I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE 1.
CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING
CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURIN(o
CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 5,
REGULATIONS
ALL HOLDOWNS ARE SIMPSON 5TRONG-TIE OR EQUIVALENT.
LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL
DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALL5, TYPE OF
HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION.
ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE.
5.
DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR 51MILIAR
LUMBER AND CARPENTRY:
4.
CONSTRUCTION SHOWN ON PLAN.
TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.,
I.
ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD
5.
ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS SIMP50N PRODUC75 OR
GRADING RULES NO. I6 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM
APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS, FOR
2.
MOISTURE CONTENT OF 11196.
ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR
6.
MAX LOADING.
THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK
GLUE UNLE55 NOTED OTHERWISE ON THE ARCHITECTURAL PLANS.
ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF
3.
STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUI`/ALENT APA RATED
RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH TIHE WORK
ORIENTED STRAND BOARD (05B).
AFFECTED.
4.
ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED
-1.
NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED
DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL.
UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOYNIN ON
5.
STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED
THESE DRAWINGS.
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OR DETAILED OR IS IN ACCORDANCE WITH THE GBG.
8.
PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON
6.
SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS,
�.
ANY OF THESE DRAWINGS.
DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL
�•
EXCEPT WHEN LEDGERED.
GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST
ENGINEER FOR ANY NEEDED CLARIFICATIONS.
OVER 10" IN DEPTH. CRO55-BRID5ING SHALL BE PROVIDED AT 10' O.G. FOR
10.
STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM;
DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN
WIDTH 36" MINIMUM PER GBG.
APPROVED METAL TYPE BRIDGING.
11.
UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS,
5.
ALL NAILING TO BE PER GBG TABLE 2504.ci.1, UNLESS OTHERWISE NOTED.
LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 50 ,ABOVE
a•
PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR
GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG..
MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD
12.
FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 54" TO 38" ABOVE TREAD
PANELS A MINIMUM OF 4'.
10.
FRAMING CONTRACTOR SHALL PROVIDE BACKING A5 REQUIRED FOR ALL LIGHT
15.
NOSING PER GBG.
PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 50" OR MORE IN HEIGHT,, MIN.
FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND
ACCESS SIZE IS 22"X30" OR 50"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU 15 IN
11.
REQUESTED BY THE GENERAL CONTRACTOR.
EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE
14.
ATTIC.
PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108.
INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB
14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT.
ON METAL F05T BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH
NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING
DESIGN
CRITERIA:
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ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE
GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO
1.
THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA:
CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS
I.I.
SEISMIC:
NOTED OTHERWISE.
V
-SEISMIC IMPORTANCE FACTOR: 1
12.
PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 56" IN
-MAPPED SPECTRAL RESPONSE AGGELERATION5: 5s = 0.652, 51 = 0.261
WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS V TO 6' IN
-SEISMIC SITE GLASS: D
WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'.
-SEISMIC RESPONSE COEFF I G I ENT5: SDS = 0.556, SPI = 0.327, Gs = 0.70
15.
ALL EXTERIOR WALLS ADJACENT TO VAULTED GE I L I NGS SHALL BE BALLOON FRAMED
-SEISMIC DESIGN GATEGORY: D
WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER.
-BASIC SEISMIC FORGE RE5157ING SYSTEM: LIGHT FRAMED SHEAR WALLS
14.
PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS.
-RESPONSE MODIFICATION FACTOR: R = 1.5 -ANALYSIS PROCEDURE::
15.
BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE BOLTS UNLESS
EQUIVALENT 5TATIC FORGE PROCEDURE
OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
1.2. WIND:
EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE
-WIND SPEED: 110 MPH
NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER
-WIND EXPOSURE: G
THAN THE BOLT DIAMETER.
1.5. LIVE LOADS
16.
HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE
-ROOF CONSTRUCTION: 20 PSF
SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70%, OF THE SHANK
-RESIDENTIAL FLOOR LOAD: 40 P5F
-GROUND SNOW LOAD: 55 P5F
17.
DIAMETER.
PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT
OR LAG SCREW HEADS THAT BEAR ON WOOD.
SITE WORK AND FOUNDATION:
18.
WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 755yo OF THE
NAIL SHANK DIAMETER.
1.
FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL ,A5 PER
Ici.
INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS
THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL 5HA%LL BE
BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2"
SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE
NOMINAL THICKNESS. LOCATION OF FIRE BLOCK5 ARE AS REQUIRED BY THE GBG.
PROVIDED.
20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO
2.
IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL
FOUNDATION UNLE55 OTHERWISE NOTED.
JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS.
21.
ALL WALL5 ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID
5.
GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOIUSE FOR
BLOCKING, UNLESS NOTED OTHERWISE.
A MINIMUM OF 10'.
22.
PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALL5 WITH SHEAR WALLS
4.
NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHISH
AS REQUIRED.
EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE
25.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS.
BOTTOM OUTSIDE CORNER OF ANY FOOTING.
24.
REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEB5
5.
PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER
OF MANUFACTURED I -JOISTS.
METER LOCATION.
25.
EXCEPT WHERE PLANS SHOW SPECIFIC. FRAMING ALL FRAMING SHALL COMPLY WITH THE
GBG CHAPTER 25, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM.
CONCRETE:
26.
FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED
FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.1
1.
THE MINIMUM COMPRESSIVE STRENGTH AT 25 DAY5 SHALL BE 5000 PSI PER GBG.
27.
GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD
2.
ALL GEMENT USED SHALL CONFORM TO ASTM 0-150 STANDARDS.
INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH
5.
HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" 51ELOW TOP
THE GBG 1704.6.2.
OF STEM WALL AND 5" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G.
MAXIMUM HORIZONTAL SPACING.
MANUFACTURED WOOD TRUSS:
4.
CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING
AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR HIRE
1.
DE51 GN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL I GBO RESEARCH
MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL
REPORTS.
LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT.
2.
INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL
5.
FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-55 FOR 5TANDARD
NOT BE ALLOWED.
WEIGHT CONCRETE AND5 ASTM G-550 FOR LIGHT WEIGHT CONCRETE.
5.
WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO
6.
DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT "ORE
TRANSMIT DIRECT AXIAL WALL LOADS.
THAN THREE PARTS SAND.
4.
PROVIDE TRUSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND
7.
CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OIR BY AN
HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON
8.
APPROVED CURING COMPOUND.
REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS IFOR
5.
ALL PAGES.
INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS.
MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONIS, ETC.
6.
ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL.
cf.
SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, 5CORINO�, ETC.
7.
ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING
10.
FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK.
CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4 SLUMP PER ,A5TM
8.
WALL.
DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLE55 USING SIMPSON STC. CLIPS,
G-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM
UNLESS NOTED OTHERWISE ON PLAN.
0-150 TYPE I OR 2.
a.
IT 15 THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO THOSE OF
THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT.
REINFORCING STEEL:
I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND
SMALLER. ALL REINFORCING STEEL SHALL BE A5TM A615, GRADE 60 FOR #S BARS
AND LARGER. WELDED EIRE FABRIC 15 TO BE ASTM A185 WITH LAPPING OF 1 1/2
SPACES.
2. ALL BARS SHALL BE DEFORMED PER ASTM A505.
5. ALL BARS SHALL BE GLEAN AND FREE OF L005E FLAKY RUST, GREASE OR OTHER
BOND IMPAIRING MATERIALS.
4. ALL BENDS SHALL BE MADE GOLD.
5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 50 BAR D I AMETEIRS OR 24"
WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPP'ING OF
40 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER.
(o. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING)
CONCRETE, NO NET SETTING WILL BE ALLOWED.
ANCHOR BOLTS:
I. TYPICAL SIZE AND SPACING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED IIN70 THE
FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINeOLE
STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS.
2. PLATE WASHERS A MINIMUM SIZE OF 5"X3"X0.22' i" SHALL BE USED ON EA. BOLT.
5. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WpNLL AT
ALL HOUSE AND GARAGE PERIMETER WALL5 AND AT ALL INTERIOR SHEAR WdALL5.
4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR
CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD
DIAMETER AND WASHER AND A MINIMUM OF 25' LONG.
5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF= EACH
END, OR TWO BOLTS BETWEEN HOLDOWN5.
6. AS A REPAIR FOR MISPLACED OR M1551NO ANCHOR BOLTS 51MP50N 5/8"X7"
WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MIINIMUM OF
4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANGHOR'.S PER
MANUFACTURES SPECIFICATIONS.
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8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RAD I U5.
a. PARALLEL STRAND LUMBER (PSL)
Fb=2g00 PSI F\/=2(i0 PSI E=2.0X10"6 PSI z
10. LAMINATED STRAND LUMBER (LVL)
Fb=2800 F51 Fv=285 PSI E=1.8X106 PSI
WHEN ATTACHING (2) L\/L'S TOGETHER USE (4) ►6d's @ 12" O.G. OR (3) q
5D525512 @ 24" O.G. WHEN ATTACHING (5) L\/L'5 TOGETHER USE SAME
PATTER AS ABOVE, BOTH SIDES. Lu
11. ROOF PLY TO BE 1/2" GDX (52/1(5) OR OSB STAGGER JOINT5 4 RUN
PERPENDICULAR TO ROOF FRAMING. NAIL WITH Sd'S 6" O.G. ® EDGES Lu
AND BOUNDARY 12" O.G. FIELD UNO. 0
12. FLOOR PLY. TO BE 5/4" T/G (48/24) OR EQUIVALENT 055 STAGGER
JOINTS 4 RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN
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2x TREX DECKING
MATERIAL INSTALLED
PER MFO. SPECS.
(FRONT $ BACK DECK5)
28'-6"
3'X3' 4x BRAGE W/ (5)
5D525600 EA. END
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(E) LANDING
(E) LAND I NO
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MAX 2x6" TOP RAIL
RAILING CONN. PER
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z TREX DECK COVERING
PER OWNER
2x6" FT..JO15T
tt
(OUARD RAIL PARALLEL TO JOISTS
KICK BOARD
2X LEDGER
$ "f-
STAIRS
f
STAIRS MUST MAINTAIN
MIN. 80" HEADROOM
AT ANY POINT.
TYP I r, A I c)7A I R rDE7A I LS
GUARD RAIL
POST.
2. SIMPSON
HANGER PER
PLAN.
2x6" TOP RAIL
RAILING CONN. PER
DETAIL 5
TREX DECK COVERING
PER OWNER
2x6" PT. JOIST
4x8" PT. GIRDER
BG4 POST GAP
KNEE BRACES AS
5PEGIFIED ON PLAN
4x4" PT. POST
(E) FTG W/ PIER
BLOCK $ NAILER
FRONT ELEVATION 5-5
5/4" MIN, I y4" MAX
wIL1=A1 ro= A r ,- , I 1 It
5. MOUNTING 4
PLATE.
2
4. RIM JOIST. 5 6 7
A
5. JOIST PER PLAN.
6. 4X8 BLOCKING.
5" SDS SCREWS.
8. Jg" LAO SGREW5.
Q. DEGKINO PER
PLAN.
10. 2X8 BLOCKING.
1/4"=1'—O"
STAIR NOTES
I. HANDRAILS SHALL BE MOUNTED
ABO\/E STAIR NOSING OF TREAD
AS SHOWN.
2. CURBS, WHEEL GUIDES AND/OR
APPURTENANCES SHALL NOT
PROJECT INTO THE REQUIRED
CLEAR WIDTH OF A RAMP.
(GBG 1114A.1)
3. HANDRAILS SHALL PROJECT INTO
REQUIRED WIDTH OF THE RAMP
4 Y2"
4. MINIMUM OF 36" CLEAR WIDTH
5. OPENINGS IN STAIR RISERS
SHALL NOT ALLOW A 4"
SPHERE TO PASS THROUGH
5. SEE GENERAL NOTES 10, II, 12 SI FOR
ADDITIONAL STAIR REQUIREMENTS
2 I O UARD RAIL PERPEND I GULAR TO JOIST
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