Loading...
HomeMy WebLinkAboutB16-2830 066-490-002--- - - _- _ — I--__.. MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DI5TUR5INO LESS THAN ONE ACRE 0-10 THE BMP'5 (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'S COULD BE REQUIRED BA5ED ON SITE CONDITIONS. I. STABILIZED ENTRY: PROVIDE MINIMUM 3" TO b" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKINO OF SOILS ONTO THE STREET. 3. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 4. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. b. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. '7. STABILIZE ALL P157URBEP SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR SIDEWALK. (STRAW OR ERO51ON BLANKETS MAY BE USED FOR THIS APPLIGATIOW 8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VI5OUEEN OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION) q. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MUST BE COLLECTED AND 57ORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VI5OUEEN MAY BE USED FOR THI5 APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 13. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR 5MP15. Li, -6-2830 066-490-002 12.21.16 811 KNOW WHAT'S BELOW. pr1 CALL BEFORE YOU DIG. (&00) 22-1-2600 GALL TWO WORKING 0>AY5 BEFORE YOU DIG. www.usanorth.org NOTE: CODE ANALYSIS: I. GROUND IMMEDIATELY ADJACENT TO THE PROPOSED STRUCTURE (CONDITIONED): (1486 50.FT) FOUNDATION SHALL BE SLOPED AWAY FROM THE OCGUPANGY: U. BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN ADJUSTED MAX BLDG 51ZE (GBG 506) 14,825 Sa.FT. THE FIRST 10 FT. (5% SLOPE). PER 2013 ORO SECTION ZONING: RT -I R401.3 U5E: RESIDENTIAL SCOPE OF WORK: CONSTRUCTION TYPE: TYPE V -B (WOOD SIDING) THI5 PROJECT WILL CONVERT THE EXISTING STORAGE AREA AT THE REAR OF THE GARAGE TO CONDITIONED SPACE AND ADD ONTO THE BACK TO FORM A NEW KITCHEN AREA. ADDITIONALLY A COVERED PORCH WILL BE ADDED AT THE BACK OF THE NEW KITCHEN SPACE EXISTING STRUCTURE (CONDITIONED): (1061 SOFT) OCCUPANCY: U ADJUSTED MAX BLDG 51ZE (GBG 506) 14,825 SOFT ZONING: RT -I USE: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD SIDING) SETBACKS: ZONE: RT -I FRONT: 20' INTERIOR 51DE: 25' OR 5% OF LOT WIDTH WHICHEVER IS LESS BUT NO LESS THAN 5' REAR: 25' STREET SIDE: 20' ACG. STRUCTURE: HT. > 15': 15' HT. < 15': 5' _'JELOPMENTSERVICES CO E COM D.AT€ --.—� �IAA '(ANA GT. SITE PLAN I"•20' SHEET INDEX: COVER SHEET G5 GAL -GREEN NOTES/ CHECKLIST GGI ELEVATIONS Al FLOOR/DEMO PLAN A2 GENERAL NOTES 51 FOUNDATION b ROOF PLANS, SECTIONS 52 DETAILS 53- PRE-CONSTRUTION AREAS: (LN�O HOUSE 1065.2 SOFT GARAGE 286.6 SOFT UNCONDITIONED 5TORAGE 151.2 SOFT PORCH Ibq SOFT PROJECT DATA: OWNER: GLENN NASH PROJECT DESCRIPTION: KITCHEN ADDITION d REMODEL ASS. PARCEL NO.: Obb-4qO-002 (.32 ACRES) JURISDICTION: COUNTY OF BUTTE, GA APPLICABLE CODES: 2013 GRG, 2013 CEG, 2013 GPO, 2013 GMC, 2013 CFC, 2013 CALIF. HEALTH 3 SAFETY CODE AMENDMENTS, 2012 EDITION NFPA 101, 2013 CGBSG STRUCTURAL/DESIGNER ENGINEER JARROD HOLLIDAY RANCHO ENGINEERING 5550 SKYWAY STE. G PARADISE, GA g5-1bq 530.811.3100 ronchoeng Ineering®hotmal l.com NOTE: 51TE SURVEY WAS NOT CONDUCTED. FEATURES LOCATED ll.e' COY 0LL tu zu� O O gvQx'9W2vg5 0- << Lu ~ExZ�- - �VPo i<�O109O1>0 �dQ111OSy 1Vi1V����11 W HLL W�QQJWOppLL.ZZ�■1�4 W}��WOIL �aipaY< O W QJFOno O cm YZOoQ�2 VJWLL Lu Ck QWH m" W W n� l� Lu V PER POST -CONSTRUCTION AREAS: z y �- HOUSE 1484.8 SOFT O GARAGE 286.6 507-T PORCH 458.5 SOFT BREAKDOWN OF ADDITIONS: (LN�O BATH ADDITION b.-1 SOFT STORAGE CONVERSION 151.2 SOFT Z KITGHEN/DINING ADDITION 255.5 SOFT TOTAL CONDITIONED W t(l SPACE ADDED 41-1.6 SOFT 3' PORCH ADDITION 28-1.5 SOFT PROJECT DATA: OWNER: GLENN NASH PROJECT DESCRIPTION: KITCHEN ADDITION d REMODEL ASS. PARCEL NO.: Obb-4qO-002 (.32 ACRES) JURISDICTION: COUNTY OF BUTTE, GA APPLICABLE CODES: 2013 GRG, 2013 CEG, 2013 GPO, 2013 GMC, 2013 CFC, 2013 CALIF. HEALTH 3 SAFETY CODE AMENDMENTS, 2012 EDITION NFPA 101, 2013 CGBSG STRUCTURAL/DESIGNER ENGINEER JARROD HOLLIDAY RANCHO ENGINEERING 5550 SKYWAY STE. G PARADISE, GA g5-1bq 530.811.3100 ronchoeng Ineering®hotmal l.com NOTE: 51TE SURVEY WAS NOT CONDUCTED. FEATURES LOCATED ll.e' COY 0LL tu zu� O O gvQx'9W2vg5 0- << Lu ~ExZ�- - �VPo i<�O109O1>0 �dQ111OSy 1Vi1V����11 W HLL W�QQJWOppLL.ZZ�■1�4 W}��WOIL �aipaY< O W QJFOno O cm YZOoQ�2 VJWLL Lu Ck QWH m" W W n� l� Lu V PER RANCHO ENG. JOB: 16-012 DRAWN BY: RPP CKD.BY: -PH DATE: 10/24/16 REVISION: 0 DRAWING NUMBER z y �- Ww O Q 6 � C v (LN�O W pmm lIl Q r r � Z •L 4 Q dJ dJ <�m� v A++ 4) W t(l v } O x LLO I N � O u� v RANCHO ENG. JOB: 16-012 DRAWN BY: RPP CKD.BY: -PH DATE: 10/24/16 REVISION: 0 DRAWING NUMBER MINIMUM EROSION AND SEDIMENT CONTROLS FOR FROJEGTS D I STURB I NO LESS THAN ONE ACRE 0-10 THE BMP'S (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REGU I RED AT OTHER TIMES BASED ON WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S LISTED ARE MINIMUM REGU I REMENTS AND ADDITIONAL BMP'S COULD BE REGU I RED BASED ON SITE CONDITIONS. I. STABILIZED ENTRY: PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x I5' WIDE BY 6" DEEP OVER CONSTRUCTION ORADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 5. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 4. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. -7. STAB 1 L I ZE ALL DISTURBED 501 LS IN THE FRONT YARD AREAS W 1 TH I N 15' OF THE BACK CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, V I SOUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) ci. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVEREID LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROV I DED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANINO MATERIAL CONTAINERS, ETC. COME N CONTACT W I TH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DES I ONATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISOUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 15. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S. Q ��j �j L. KNOW WH�i'S ��OW. � � C.ALL 5EFoRE You D10. mmNUM GALL TWO WORK I NO DAYS BEFORE YOU DIC . www.usanorth.org NOTE: 1. O ROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDINO AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2015 CRC SECTION R401.5 5C,0FE OF WORK: THIS PROJECT WILL CONVERT THE EXISTING STORAGE AREA AT THE REAR OF THE OARAOE TO CONDITIONED SPACE AND ADD ONTO THE BACK TO FORM A NEW K I TGHEN AREA. ADDITIONALLY A COVERED PORCH WILL BE ADDED AT THE BACK OF THE NEW K I TGHEN SPACE CODE ANALYSIS: PROPOSED STRUCTURE (CONDITIONED): (1486 SO.FT.) OCCUPANCY: U. ADJUSTED MAX 51 -DO SIZE (GBG 506) 14,825 SO.FT. ZONING: RT -I USE: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD S I D I NO) EX I ST I NO STRUCTURE (CONDITIONED): (1061 SO.FT) OCCUPANCY: U ADJUSTED MAX BLDG SIZE (GBG 506) 14,825 50.17T. ZONING: RT -I USE: RESIDENTIAL CONSTRUCTION TYPE: TYPE V -B (WOOD S 1 D I NO) SETBACKS: ZONE: RT -I FRONT: 20' INTERIOR SIDE: 25' OR 5% OF LOT W I DTH WHICHEVER IS LESS BUT NO LESS THAN 5' REAR: 25' STREET SIDE: 20' AGC. STRUCTURE: HT. > 15': 15' HT. < 15': 5' YANA GT. SHEET INDEX: COVER SHEET GAL -GREEN NOTES/ CHECKLIST ELEVATIONS FLOOR/DEMO PLAN GENERAL NOTES FOUNDATION a ROOF PLANS, SECTIONS DETAILS PRE-CONSTRUTION AREAS: GS CCI Al A2 SI 52 55-54 HOUSE 1065.2 SOFT OARAOE 286.6 SOFT UNCONDITIONED STORAGE 151.2 SOFT PORCH 16q SOFT POST -CONSTRUCTION AREAS: HOUSE 1484.8 SOFT OARAOE 286.6 SOFT PORCH 458.5 SOFT BREAKDOWN OF ADDITIONS: BATH ADDITION 6.q SOFT 5TORAOE CONVERSION 151.2 SOFT KITCHEN/DINING ADDITION 255.5 SOFT TOTAL CONDITIONED SPACE ADDED 41ci.6 SOFT 3' PORCH ADDITION 28q.5 SOFT FROJECT DATA: OWNER: GLENN NASH P16-28.30 066-490-002 12_.21.16 PC] SITE FLAN l3 /6..z gad 1 " =.2 o' BUTTE COUNTY D ,WEt�! ELOPmENTSERVICES RGVr CODE camp �OR DATE .. .. �� PLIA t�j j PROJECT DESCRIPTION: KITCHEN ADDITION a REMODEL ASS. PARCEL NO.: 066-41r-10-002 (.52 ACRES) JURISDICTION: APPLICABLE CODES: COUNTY OF BUTTE, GA 2015 GRG, 2015 GEC, 2015 CPG, 2015 GMC, 2015 CFC, 2015 CALIF. HEALTH SAFETY CODE AMENDMENTS, 2012 EDITION NFPA 101, 2015 CCBSC STRUCTURAL/DES I O NER ENO I NEER JARROD HOLL I DAY RANCHO ENOINEERINO 5550 SKYWAY STE. G PARADISE, GA g5g6q 550.8�1.5100 ranchoengineering©hotmai I .com NOTE: SITE SURVEY WAS NOT CONDUCTED. FEATURES LOCATED PER OWNER PROVIDED PLANS. P O O L N RANCHO ENO. JOB: 16-0-721 DRAWN BY: RPP CKD.BY: JPH DATE: 10/24/16 REVISION: 0 DRAW I NO NUMBER (f.000 5 Fl LE COPY l� a- � LU th is � _ v 1Lu LLL 0 ks) �d) r' ■� L I d) OL v m0 tf) r_ Lu v LL -- IS) O } v RANCHO ENO. JOB: 16-0-721 DRAWN BY: RPP CKD.BY: JPH DATE: 10/24/16 REVISION: 0 DRAW I NO NUMBER (f.000 5 Fl LE COPY 111111111 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES I it. (Includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN 101.3.1 State -regulated REVISED: Expands the scope of CALGreen to induce ALL low-rise, h �h- 'se and hotel/motel buildingsot Group R occupancy. buildings ,; ,. 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' antl "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 "hi h -rise residential buildin " as a Group R occupancy that is 4 stories or reater In het ht. -s c NEW: Clarifies that mandatory measures in Chapter 4 apply to additions or alterations of residential buildings and specifies that 301.1.1 Additions and requirements only apply to the specific area of the addition or alteration. alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 at seq., regarding mandatory replacement of non-compliant plumbing fixtures. All All AQ Low -Rise and NEW: Clarifies that CALGreen may apply to either low-rise or high-rise residential buildings or both. 301.2 High -Rise Residential NEW New 'banners" [LR) and [HR+i as identifying previsions applying niYto low-rise or high-rise use residentiaI structures, D Buildings respectively. 4:505.3 , 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 Retention During Construction Waste drainage during construction. Construction 4.408.1 NO CHANGE FROM 2010 CALGREEN 1 - Excavated soil and lard -clearing debris.50% 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. ❑ NEW EXCEPTION: Revision provides an exception for additions and alterations not altering the drainage path, I reasonably close to the bsite. compliance with this Item do not exist or are not orated ea ly jo a rEM grading or a drainage system will manage all surface REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel 4.201.11 (Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen. Scope 5.201.1 REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those Construction Waste re wired b the 2013 Califomia Ener Code code reference date u aced from 2010 to 2013 . 4.408.2 REVISED: 20% reduction of water use are now prescriptively designated within CALGREEN text. Submit a construction waste management plan meeting items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and REELED: Prescriptive and pe o a performance P Arf rm methodology,Tables 4.303.1 and 4.303.2. Management Plan NEW: Plumbing fixtures and fittings shall comply with the following: 4.506.1 4.303.1.1 Waters Closets: 5 1.28 galiflush NO CHANGE FROM 2010 CALGREEN Water Conserving 4.303.1.2 Urinals: 5 0.5 gal, lush 4.303.1 Plum I Fixtures Single s psi D re 4.303.1.3.1 S n a Showerheads. 2.0 m 80 Plumbing 9 9P @ I and Fittings 4.303.1.32 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single construction and demolition waste materials meet the requirements in Section 4.408.1. eq m psi r n one shower outlet is to a in operation at a time valve shall not exceed 2.0 80 0 0 o s o b 9P @ P only Carpet Cushion 4.303.1AA Residential Lavatory Faucets:!; 1.5 gpm @ 60 psi x.408.4 4.303 1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: 5 0.5 gpm @ 60 psi 4 pounds per square -foot of the building area. 4.303.1.4.3 Metering Faucets: 5 0.25 gallons per cycle Reduction _ increase 2.2 m allowed but shall default to 1.8 m 4.303.1 4.4 Kitchen Faucets. 7.6 gpm @ 60 psi; temporaryto gpm gp 4.408.4.1 REVISED: Specifies that plumbing fixtures and fittings shall be Installed in accordance with the California Plumbing Code. 4.408.4.1 [HR+[ Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than Standards for REVISED: Relocates provisions for multiple showerheads to Section 4.303.1.3.2. 4.303.2 Plumbing Fixtures 1 Cdlifdrnid Building Ene ', rckmevSumalordrl- / \ ❑ ' _ _...� and Fittings REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fittings.' Code users are directed, in Section 4.303.2, NO CHANGE FROM 2010 CALGREEN f to the California Plumbing Code forapplicable re erence standards. Maintenance Manual NO CHANGE FROM 2010 CALGREEN 4,507.2 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 Resilient Flooring Controllers watering needs as weather or soil conditions change. 4.503.1 2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with or wireless rain sensor which connects or communicates with the controller(s). PAGE 1 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 ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD I FEATURE OR MEASURE REVISED: Specifies the areas needing rodent proofing are sole/bottom plates.. 4.4061 Rodent Proofing Annular spaces around pipes, aIatilt cables, conduits, or other openings in sole/bottom plates at exterior walls shall be closed withcement 4.504.22 Paints and Coatings mortar, concrete mason ryor a similar method acceptable to the enforcing agency to prevent passage of rodents. All All AQ PLANNING AND DESIGN NO CHANGE FROM 2010 CALGREEN . 14.166.2 A plan is developed and implemented to D Recycle and'or salvage for reuse a minimum of 501/6 of the nonhazardous construction and demolition waste in accordance with either 4:505.3 Moisture Content of Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local constitution and demolition waste management ordinance. I Construction Waste Documentation is required per Section 4.408.5. Exceptions: 4.408.1 Reduction of at least 1 - Excavated soil and lard -clearing debris.50% 4.504.2.3 2 -Alternate waste reduction methods developed by working with local enforcing agencies if diversionor recycle facilities capable of ❑ 0 I I reasonably close to the bsite. compliance with this Item do not exist or are not orated ea ly jo grading or a drainage system will manage all surface 3 - The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond __s...-___.._.__....-. the haul boundaries of the diversion facility. 4.504.2? Paints, stains and other coatings shall Construction Waste NO CHANGE FROM 2010 CALGREEN 4.408.2 is Submit a construction waste management plan meeting items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and 4.504.3 Management Plan shall be available for examination during construction. 4.506.1 Waste Management NO CHANGE FROM 2010 CALGREEN 4.408.3 Fans iii I Utilize a waste management company, v approved by the enforcing agency, which can provide er ab a documentation that diverted I Company construction and demolition waste materials meet the requirements in Section 4.408.1. eq 4.504.3.1 Carpet Cushion 4.408.4 Generate a total combined weight of constriction and demolition waste disposed in landfills that is equal to or less than x.408.4 Waste Stream 4 pounds per square -foot of the building area. 4.504.3.2 Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high-rise residential compliance alternative. 4.408.4.1 Alternative 4.408.4.1 [HR+[ Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than I j 2 pounds per square -foot of the building area. 1 Cdlifdrnid Building Ene ', rckmevSumalordrl- / \ ❑ ' _ _...� 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 4,507.2 Conditioning covers 10 specific subject areas shall be placed in the building. 4.504.4 Resilient Flooring 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 California PlumbingCodc, and shall meet the U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable local ordinances. 1 applicable referenced standards. ❑ Chemical Emissions from Indoor Sours Using Environmental Chambers' Version 1.1, February 2010 (also known as Coveringf Duct 0 NO CHANGE FROM 2010 CALGREEN 4.364.1 Automatic irrigation systems controllers 1 N/A Onen Pe 9s and n i n' final of the heating, cooling end ventilating At he time of rough installation aurin storage the construction site and until a startup e t n9 9 9 9 P 9• 9 4.504.1 Protection of ' d 'n shall v Tape, plastic, sheetmetal equipment, all duct and other related air intake and distribution component openings s al be covered. ap , p , F-1❑ Mechanical or ether methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. C3 Equipment During (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 Construction Section 4.504.5.1. 1 1 NO CHANGE FROM 2010 CALGREEN 702.2 Special Inspection r unless more stringent local or Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards u ess g t regional air pollution on or air quality ty management district rules apply: / \ Concrete Slab 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air 4.505.2 505 Foundations pollution control or air quality management district rules wit re applicable, or SCAOMD Rule 1168 VOC limits as shown in ❑ i 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 4.504.2.1 and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perchlomethylene and trichloroethylene), except for aerosol 4.403.1 Recycle and+nrsalvage feu reuse a minimum of products as specified in Subsection 2 below. f 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, 4.505.2.1 CapillaryrB k res which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards 4505.3 Moisture content of building materials used in and ocherrequirements, Including prohibitions on use of certaintoxic compounds, of the California Code of Regulations,Tice 17, C7 ❑ t3 I wall and floor framingXis checked before enclosure. commencing with Section 94507. PAGE 2 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 1,11''I''I'', 111111 IIIII1111111111 lit, 111 I! III ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD I FEATURE OR MEASURE NO CHANGE FROM 201 CALGREEN O Ersforcin instalkaror Third Agency si nef g i�Partyg g Y Da type. Any installed woodstove or ❑ pellet stove shalt comply with US EPA Phase 11 emission ❑ ❑ ❑ Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504.22 Paints and Coatings as shown in Table 4. 04. unless more 5 3 u 1 ss o e std enc local limits I. Th VOC content lima for in n9 appy a co t o coatings that do not meet the definitions for the All All AQ PLANNING AND DESIGN specialty tin in I 4 coatings ries listed Table .504.3 shall be determinedclassifyingin Pec y g go by the coating Flat, Nonflat, or Nonflat-High Gloss 14.166.2 A plan is developed and implemented to D 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 4:505.3 Moisture Content of Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. I Building Materials NO CHANGE FROM 2010 CALGREEN Aerosol Paints and Aerosol paints and coatings shall m Pr s s a meet the Product -Weighted MIR Li r R in n pa mils for OC Section 94522 a 3 and other requirements, includin 9 9 1r(r 9 4.504.2.3 Coatings Prohibitions on use of certain toxic compounds and ozone depleting substances, In Section 94522(e)(2) and (d)(2) of the California Code of ❑ 0 I Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall grading or a drainage system will manage all surface additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. __s...-___.._.__....-. NO CHANGE FROM 2010 CALGREEN 4.504.2? Paints, stains and other coatings shall ( v star flaws is ice water from enteritt buildin All carpet Installed in the building interior shall meet the testing and product requirements ments of one of the following: 9 is 1 _ Carpet and Rug Institute's Green Label Plus Program 4.504.3 Carpet Systems s 2 •Califomia Department of Public Health, lth "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from 4.506.1 h Bathroom Exhaust Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) Fans 3 - NSF/ANSI 140 at the Gold level I 4 - Scient is Cert fications Systems Indoor AdvantagfI Gold 4.504.3.1 Carpet Cushion NO CHANGE FROM 2010 CALGREEN withR rcxluct weighted MIR limits for ROC and other X All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label Programa 4.504.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN I toxic compounds, All carpet adhesives shall meet the requirements of Table 4.504.1. I j REVISED: Compliance rate of resilient flooring is increased from 509/6 to 80%. Related changes are made for Tier 1 and Tier 2 resilient 1 Cdlifdrnid Building Ene ', rckmevSumalordrl- / \ ❑ ' _ _...� flooring measures. fittings (faucets and showerbeads) insulted in residential 1 I I N/A Heating and Air Where resilient flooring is installed, at least 801/6 of floor area receiving resilient flooring shall comply with one or more of the following: 4,507.2 Conditioning 1 - VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products 4.504.4 Resilient Flooring Database. 1 ! Systems 2 - Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. California PlumbingCodc, and shall meet the 3 - Certification under the Resilient Floor Covering Institute (RFC) FI oorScore program. 4 - Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic 1 applicable referenced standards. ❑ Chemical Emissions from Indoor Sours Using Environmental Chambers' Version 1.1, February 2010 (also known as Specification 01350.) 4.364.1 Automatic irrigation systems controllers 1 N/A installod at the time of final inspection all h r 0 ❑ sit be west e t i NO CHANGE FROM 2010 CALGREEN FOR 4.504.5. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates. 702.1 Installer Training Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building F-1❑ shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood C3 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 Products Section 4.504.5.1. 1 1 Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. 702.2 Special Inspection "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 17, Section 93120.1(a). / \ Concrete Slab NO CHANGE FROM 2010 CALGREEN 4.505.2 505 Foundations Concrete slab foundations ons or concrete slab -on -ground round floors required to a vapor retarder by the California Building Code, Chapter 19, ❑ i shall comply with low formaldehyde emission standards. 4 or the California Residential Code, Chapter 5, respectively, shall also comply with this section. ________J ___ --_........_.___.. NO CHANGE FROM 2010 CALGREEN 4.403.1 Recycle and+nrsalvage feu reuse a minimum of A capillary break shall be installed in compliance with at least one of the following: f 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 retarder in direct 4.505.2.1 CapillaryrB k res contact with concrete and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional 4505.3 Moisture content of building materials used in information, see American Concrete Institute, ACI 302.2R-06. C7 ❑ t3 I wall and floor framingXis checked before enclosure. E -OtherequivaIant methods approved b the enforcing agency.e mY• I demolition waste in accordance with one of the following 4L I i Reserved. t 3 _ A stab design specified by a licensed design professional. 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 ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD I FEATURE OR MEASURE NO CHANGE FROM 2010 CALGREEN Ersforcin instalkaror Third Agency si nef g i�Partyg g Y Da type. Any installed woodstove or ❑ pellet stove shalt comply with US EPA Phase 11 emission ❑ ❑ ❑ Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing p D � 4.504.1 Duct openings and otter related air distribution members exceed 19% moisture content Moisture content shall beverified in compliance with the following: All All AQ PLANNING AND DESIGN 1 - Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification 14.166.2 A plan is developed and implemented to D ents in Section 101.8. methods may be approved by the enforcing agency and shall sailsfY requirements m 4:505.3 Moisture Content of 2 - Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each piece to be I Building Materials verified, r.._.._. 14-541,11J-1 Adhesives, sealants and caulks shall be 3 - At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing _----� iihall indicate tow site I4.1063 Construction pans shall agency provided at the lime of approval to enclose the wall and floor framing. ❑ 0 I Insulation on roducts which are visiblyibl wet or have a high moisture content shall be replaced or allowed to dryprior to enclosure in wall or floor grading or a drainage system will manage all surface cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to enclosure. __s...-___.._.__....-. NO CHANGE FROM 2010 CALGREEN 4.504.2? Paints, stains and other coatings shall ( v star flaws is ice water from enteritt buildin Each bathroom shall be mechanically ventilated and shall comply with the following: is 1 - Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. I ❑ 4.106.4 Provide capability for electric Vehicle charging 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. 4.506.1 h Bathroom Exhaust I ti adjustment between a relative humidity range of less than 50% to a a) Humidity controls shall be capable of manus or automatic add stm t ty g Fans maximum of 80%. I b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. with attached private garages-, and 3 percent of total Note: For CALGreen a'bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are required in each withR rcxluct weighted MIR limits for ROC and other X bathroom. s. 4,507,1 l...., .. p.. Reserved f.,..: � b:: M-.. REPEALED: Section 4.507,1 Openings (for whole house fans) has been repealed. There is no substitute language. I toxic compounds, NO CHANGE FROM 2010 CALGREEN I j eatingand air conditioning systems shall be sized, designed, and equipment selected usingthe following methods: Heating 1 Cdlifdrnid Building Ene ', rckmevSumalordrl- / \ ❑ ' _ _...� 1 -The heat loss and heat gain is established according to ANSUACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE fittings (faucets and showerbeads) insulted in residential 1 I I N/A Heating and Air handbooks or other equivalent design: software or methods. 4,507.2 Conditioning 2 - Duct systems are sized according to ANSUACCA t Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other i D System Design equivalent design software or methods. 1 ! 1 ....., �) 3 - Select heating and cooling equipment according to ANSI/RCCA 3 Manual S- 2004 (Residential Equipment Selection) or other California PlumbingCodc, and shall meet the equivalent design software or methods. Exception: Use of aitemate design temperatures necessary to ensure the system functions are acceptable. 1 applicable referenced standards. ❑ NO CHANGE FROM 2010 CALGREEN HVAC system Installers rs sh II be trained and certified in the proper Installation of HVAC systems andequipmentbY arecognized trainingor 4.364.1 Automatic irrigation systems controllers 1 N/A installod at the time of final inspection all h r 0 ❑ sit be west e t i certification program. Examples of acceptable H A tr ining and cera fitalon programs include but are not limited lo tita following: 702.1 Installer Training 1 - State certified apprenticeship programs. F-1❑ 2 - Public utility training programs. C3 C3conduits 3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4 - Programs sponsored by manufacturing organizations. 1 1 5.Other programs acceptable to the enforcing agency. 702.2 Special Inspection NO CHANGE FROM 2010 CALGREEN a indisciplinef which the re inspecting. Special inspectors must be qualified and able to demonstrate competence to the enforcing agency the n y a / \ I NO CHANGE FROM 2010 CALGREEN 703.1 Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer ❑ i shall comply with low formaldehyde emission standards. 4 certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections ________J ___ --_........_.___.. 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 for summarizing the 2010 CALGreen's mandatary 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. TI _ PAGE 4 Residential Mandatory California Green Building Code Measures Based on the 2013 California Green Building Standards Code Checklist Effective July 1, 2015 4.410.1 An operation and maintenance manual shat! i \1/1-1 VERIFICATIONS be provided to the building occupant or owner. LEVELS APPLICANT TO SELECT ELECTIVE MEASURES ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD I FEATURE OR MEASURE Prerequisites and electives' Ersforcin instalkaror Third Agency si nef g i�Partyg g Y Da type. Any installed woodstove or ❑ pellet stove shalt comply with US EPA Phase 11 emission ❑ ❑ ❑ I p D � 4.504.1 Duct openings and otter related air distribution LMandatory Tier 1 1 Tier 2 �._ __ _ All All AQ PLANNING AND DESIGN I _.......... __-I 14.166.2 A plan is developed and implemented to D u _ ❑ component optmings Etta## be covered aur n _. _, i I I manage storm water dramage during constriction. / \ r.._.._. 14-541,11J-1 Adhesives, sealants and caulks shall be -_- _----� iihall indicate tow site I4.1063 Construction pans shall XI ❑ 0 I 1 grading or a drainage system will manage all surface ❑ __s...-___.._.__....-. i 4.504.2? Paints, stains and other coatings shall ( v star flaws is ice water from enteritt buildin is ❑{ I ❑ 4.106.4 Provide capability for electric Vehicle charging NIA E ...._.. i in ane- and two-family dwellings and in townhouses ❑ I © ❑ with attached private garages-, and 3 percent of total withR rcxluct weighted MIR limits for ROC and other X I matin¢ s cc, ass ified, for multifatnity dwelibn I toxic compounds, I j i 1 - 14.201.1 Building meets or exceeds the requitmxnts of the X , ❑ ❑ ❑ I I 1 Cdlifdrnid Building Ene ', rckmevSumalordrl- / \ ❑ ' _ _...� \. 4.363.1 Piutnbing fixtures (water closets and urinals) ami D 1 ❑ 1 D ' ❑ fittings (faucets and showerbeads) insulted in residential 1 I I N/A buildings shall comply with the prescriptive requirements a efSections4303,1.lthrauv�h4.303_I,4.4_ a: i 14.363.2 Plumbing fixtures and fittings required in Section . F-1 ❑ ❑ i D ❑ ❑ 14301 ' 4.303.1 shall be installed in accordance with the N/A 1 ! 1 ....., �) b 1 California PlumbingCodc, and shall meet the 1 1 applicable referenced standards. ❑ with VOC limits. 4.364.1 Automatic irrigation systems controllers 1 N/A installod at the time of final inspection all h r 0 ❑ sit be west e t i orsoit moisture based. I _J 'I I I- N/ 4.406.1 Annular spaces around pipes, electric cables, I F-1❑ C3 C3conduits or other openings in tarts at exterior walls shat P 1 1 beP rotected P g against the passage of rodents b Y closin I uu I such openings with cement mortar, COriCCGCG masonry or �similar / \ I D method ac table to theenfor' ❑ i shall comply with low formaldehyde emission standards. 4 /\ ❑ ________J ___ --_........_.___.. ta, t 4.403.1 Recycle and+nrsalvage feu reuse a minimum of � f C3 CI C _I 50 percentaf the nonhazardous construction and 4505.3 Moisture content of building materials used in C7 ❑ t3 I wall and floor framingXis checked before enclosure. ❑ I I demolition waste in accordance with one of the following 4L I i Reserved. t i I, r- I 1. Comply with a more stringent local construction I I 1 _____ -1+1507.1 and demolition waste management ordinance; or 4 , , 2. # selected using the fol#owing methods: ❑ i 2- A construction waste management plan, per I i, Establish heat loss and heat gain values according Section 4.408.2; or i ANSUACCA 2 Manual J-2004 or equivalent. N/A 3 A vI management company, per Sectiort 4,408.3; or 2. Size duct systems according to ANSUACCA l i i 4.The waste stream reduction alternative, per Sect)an > Manual D-2009 or equivalent. I ; i I I ! i _ _ I 4.410.1 An operation and maintenance manual shat! i \1/1-1 @ C3 ❑ i ❑ be provided to the building occupant or owner. / \ ! ! ` i 111111111111111 1 N i �-1-w-`J :® 14.503:1 Any installed gas fireplace shall be adirect-vent i N/A Is type. Any installed woodstove or ❑ pellet stove shalt comply with US EPA Phase 11 emission ❑ ❑ ❑ ;. limits where applicableWoodstoves, palet stoves and fi laces shall also com lv with licabfe local I 4.504.1 Duct openings and otter related air distribution \x/ ❑ D component optmings Etta## be covered aur n _. _, `❑ r.._.._. 14-541,11J-1 Adhesives, sealants and caulks shall be 0 ❑ 0 I tom leant with VOC and other toxic mm d I __s...-___.._.__....-. I 4.504.2? Paints, stains and other coatings shall X is ❑{ I ❑ cantthClimits Scam wiVO ❑ -- 4504.23 Aerosol paints and coatings hall be compliant I withR rcxluct weighted MIR limits for ROC and other X I toxic compounds, ii4 -'504.24 Documentation shall be provided to verify I 1 ❑ ❑ ❑ 'that compliant VOC limit finish materials have been 1 1 ....., �) 4504.3 Carpet and carpet systems shall be compliant ❑ #' D ❑ with VOC limits. 4504.4 80 percent of floor arna receiving resilient N/ 1loarin hal# cam I with ifed VOC retia s criteria- 1 4.5045 Particleboard, medium density fiberboard (MDF) I uu I I 1 and hardwood plywood used in interiorftnish systems I D D ❑ i shall comply with low formaldehyde emission standards. 4 /\ ❑ 1 '4.505.2 Vapor retarder and capillary break is installed at X❑ i O ❑ sigh on a foundations. _--- - _ 4505.3 Moisture content of building materials used in C7 ❑ t3 I wall and floor framingXis checked before enclosure. ❑ I 4L I i Reserved. t i I, r- I I 1 _____ -1+1507.1 4 , , 2. # selected using the fol#owing methods: ❑ i [3❑ ❑ i, Establish heat loss and heat gain values according ANSUACCA 2 Manual J-2004 or equivalent. N/A 2. Size duct systems according to ANSUACCA l i i Manual D-2009 or equivalent. I ; i 3. Select hewingand coolie equipment according to cooling P g ANSUACCA 3 lvlantls# S-2004 orequivalent. i � MINIM 702pi F� G system installers are [reined sold certified in N/A ❑ i D ----, _----___..._.__._... ❑ D the ittsta fwion of HVAC systcmx. -•�_�-�� mthe i ! 1702.2 Special inspectors employed b enforcing P PestY g 1 1 a ncy must be ualified and able to demonstratC : p %� D ❑ ❑ co n 1' competence i the disci me they arc inspccting. 703.1 Verification orc,amptiance with this codemay I l include construction documents, plans, specifications u adder installer certification, inspection I b or inspect on reports, or / \ �- � ❑ D D ❑ I other methods acceptable to the enforcing agency which i show substantial conformance. 1 1310-2830 n(,C-490-00? 3 2.2.1.3.6 F(_1 GENERAL NOTES: I. THE OWNER, BUILDER, OR CONTRACTOR IS RESPONSIBLE 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. THIS SET OF PLANS 15 FOR GENERAL CONSTRUCTION PURPOSES ONLY. IT 15 THE RE5PON51 B I L I TY OF THE OWNER, BUILDER, OR CONTRACTOR TO SELECT, VERIFY SIZES, INSTALL, AND RESOLVE ANY PROBLEMS WITH MATERIALS AND EQUIPMENT. DO NOT SCALE PLAN5. ELECTRICAL NOTES: I. ELECTRICAL SERVICE TO BE 200 AMP - U.N.O - VERIFY AMPERAGE AND LOCATION_ 2. KITCHEN WALL COUNTERTOP RECEPTACLES SHALL BE INSTALLED WITH 12" COUNTERTOP SPACE OR LARGER AND SHALL BE GFCI PROTECTED, 2015 CEO ART. 210.8(A) (6). 5. RECEPTACLES SHALL BE SPACED 50 THAT THERE IS NO POINT ALONG THE WALL WHICH IS MORE THAN 6-0" FROM AN OUTLET. PROVIDE ONE OUTLET MIN. FOR EACH COUNTER SPACE IN KITCHEN WHICH IS 12" OR WIDER. (MAX. 4i -O" O.G.) 4. RECEPTACLES IN BATHROOMS, GARAGES (INCLUDING GARAGE DOOR OPENER), ALL KITCHEN COUNTERS, AND ANY EXTERIOR LOCATIONS SHALL BE GROUND FAULT INTERRUPTION SYSTEM (CFI) PROTECTED. (PER CEO) 5. SMOKE DETECTORS SHALL BE PLACED MORE THAN 12" FROM GEILIN05 AND DUCT OPENINGS. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND INTERCONNECTED AND SHALL PROTECT SLEEP G IN AREAS. PROVIDE BATTERY BACKUP WERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO THE HALLWAY 5ERVIN5 THE BEDROOMS EXCEEDS THAT OF THE OPENINGS INTO THE HALLWAY 13Y:24" OR MORE. SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING AREAS. 5.1. IN SLEEPING AREAS. 5.2. IN EVERY ROOM IN THE PATH OF THE MEANS OF EGRE55 FROM THE 5LEEPING AREA TO THE DOOR LEADING FROM THE 5LEEPING UNIT. 6. ALL LIGHTING SHALL COMPLY WITH MANDATORY LIGHTING REQUIREMENTS PER CALIFORNIA ENERGY CODE 7. INTERIOR LIGHTING MUST BE HIGH EFFIGIANGY OR CONTROLLEDB Y A DIMMER OR OCCUPANCY SENSOR. 8. EXTERIOR LIGHT MUST BE HIGH EFFICACY OR CONTROLLED BY PHOTO/MOTION SENSOR_ q. PER THE MANDATORY MEASURES FOR RESIDENTIAL LIGHTING, ALL LIGHTS FOR THE HOUSE AND GARAGE SHALL BE HIGH EFFIGIGY LIGHT5. IF LOW EFFIGIANGY LIGHTS ARE INSTALLED THEY MUST HAVE DIMMER CONTROLS AND/OR MANUAL -ON VACANCY SENSORS. 10. ALL LIGHTING FIXTURES IN CLOSETS SHALL BE LOCATED 18 MIN. FROM ALL SHELVING 11. OUTLET BOXES IN WALLS BETWEEN THE DWELLING AND GARAGE SHALL BE METAL OR U.L. APPROVED PLASTIC AND TO BE SEPARATED BY A HORIZONTAL DISTANCES OF AT LEAST 24" 12. MINIMUM 2-20 AMP SMALL -APPLIANCE BRANCH CIRCUITS SERVING COUNTER TOP, WALL, AND FLOOR RECEPTACLES ARE REQUIRED IN KITCHENS. THESE SHALL HAVE NO OTHER OUTLETS. G.E.G. 210.11(0).1, 210.52(5) I. 13. TWO OR MORE 20 AMP #12 WIRE CIRCUITS SHALL BE PROVIDED TO SERVE THE KITCHEN, BREAKFAST, AND DINING AREAS. SUCH SHALL HAVE NO OTHER OUTLETS 14. PROVIDE ONE MIN. 20 AMP BRANCH CIRCUIT TO SERVE THE LAUNDRY ROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G.) 15. PROVIDE ONE MIN. 50 AMP BRANCH CIRCUIT TO SERVE EACH BATHROOM. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G. Ill. MINIMUM 50 AMP CIRCUIT REQUIRED FOR RANGE AND/OR OVEN. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (PER G.E.G. ) I N INSULATED NEUTRA AND A FOUR PRONG WIRE OUTLET. 17. RANGES, OVENS, AND DRYERS SHALL BE ON CONDUCTOR WIRES W TH AL / (PER CEO ART. 250.140) 18. REQUIRED SMALL APPLIANCE CIRCUITS SHALL NOT SUPPLY DISPOSAL, D15HWA5HER, OR OTHER LARGE APPLIANCES. (PER G.E.G") Iq. EXTERIOR H.P.OUTLETSETS AT 18u MIN TO CENTER LINE - U.N.O.r PHONE JAGKS SHALL BE T STANDARD OUTLET HEIGHT -U.N.O.r TV JACKS SHALL BE AT STANDARD HEIGHT - U.N.O. SHA BE 15 � 20 AMP 120V 2013 CEO ART. 210.52E I $ 210.8 20. EXTERIOR WATER PROOF DUPLEX RECEPTACLELL () ( ) 21. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE INSULATION COVER (I.C.) PER THE 2015 G.E.G. OR THE 2011 CALIFORNIA ENERGY STANDARDS GI 22. ALL INTERIOR OR METALLIC WATER PIPES WHICH MAY BECOME ENER ZED SHALL BE BONDED TOGETHER AND MADE ELECTRONICALLY CONTINUOUS. A BOND OF BARE #4 COPPER WIRE SHALL BE MADE BETWEEN THE BONDED PIPING SYSTEM AN THE ELECTRODE CONDUCTOR 25. 20'-O" MIN. BARE COPPER WIRE CONDUCTOR (#4 MIN) ENCASED IN 2" MIN. OF CONCRETE AT THE BOTTOM OF A FOOTING, WHICH IS IN DIRECT CONTACT WITH ADJACENT EARTH. 24. THE INTERIOR METAL GOLD WATER PIPING 5Y5TEM IS TO BE BONDED TO THE SERVICE EQUIPMENT ENCLOSURE, THE GROUNDING CONDUCTOR AT THE CONDUCTOR AT THE SERVICE, THE GROUNDING ELECTRODE, OR TO ONE OR MORE GROUNDING ELECTRODES USED 25. PROVIDE WHOLE HOUSE VENTILATION FAN WITH THE FOLLOWING REQUIREMENTS PER CALIFORNIA ENERGY STANDARDS SECTION 150(0): (MAY BE INSTALLED AS BATHROOM EXHAUST FAN) 25.1. MINIMUM GFM RATING OF 75 GFM 25.2. MAXIMUM OF 1.0 SONE 25.5. CONTROL SWITCH LABELED AS THE "WHOLE HOUSE VENTILATION" 25.4. FAN SHALL OPERATE WHENEVER HOME IS OGGUPIED. 26. BATHROOM EXHAUST FAN SHALL BE CONTROLLED BY HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY OF 50 TO 8046 AND BE ENERGYSTAR RATED. SHA BE PROVIDED WITH AGGREGATE GLAZING AREA AT ROOMS WATER G AND OTHER 51MILAR ROOMS LL 27.8 H OSET COMPARTMENTS L IN WINDOWS OF NOT LESS THAN 3 SQ. FT .I/2u HICH OF WMUST OPENABLE UNLESS A MECHANICALLY LL VENTILATED SYSTEM CAPABLE OF 50 GFM PER MINUTE FOR INTERMITTENT VENTILATION OR 25 GFM FOR CONTINUOUS VENTILATION 15 PROVIDED. VENTILATION AIR FROM SPACE SHALL BE EXHAUSTED DIRECTLY OUTSIDE, CRO 8305.5 28. ALL 120 -VOLT, SINGLE PHASE, 15 4 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS LIVINIS ROOMS PARLORSLIBRARIES, DENS BEDROOMS SUNROOMS RECREATION ROOMS CLOSETS,OSETS HALLWAOR 51MILAR ROOMS, OR AREAS SHALL BE PROTECTED BY A LISTED ARG -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH GIRGUIT. 25. STUB -OUT GABLE LEADS TO JACK LOCATIONS, ATTIC AND ELECTRIC SERVICE ENTRANCE AREA 50. VERIFY ALL ELECTRICAL LOCATIONS. 51. PROVIDE FOR AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR GONNEGTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL, AS SPECIFIED IN G.E.G. 500.100 (5) AND G.E.G. 250"x4 52. FIXTURES, LAMP HOLDERS AND RECEPTACLES SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHTS MORE THAN 6 POUNDS OR 16" IN EITHER DIMENSION 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. (PER 2015 CEO ART. 410.50(A) AND 514.27(A) 4 (D). 33. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE GEILINO AND WALLS. SEPARATE ELEGTRIGAL BOXES BACK TO BACK IN u n - 4 HORIZONTALLY,BOX AREA SHA NOT EXCEED Ill SQ. PER CEO FIRE RESISTIVE WALLS BY A MIN. OF 2LL ( ) 54. EVERY NEW R-5 SHALL PROVIDE FOR THE FUTURE AN ELECTRICAL VEHICLE CHARGING CIRCUIT BY PROVIDING A 5/4" RACEWAY OR A 5 - WIRE WITH GROUND RUN OR NM GABLE RATED AT A MIN. 40 AMP FROM THE SERVICE PANEL TO A2-5AN5 BOX LOCATED IN THE GARAGE (BETWEEN IS" TO 48" FROM THE FLOOR) IN A LOCATION ACCEPTABLE TO THE BUILDING INSPECTOR. 55. BATHROOMS: AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED ADJACENT TO EACH BASIN LOCATION. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP GFI BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED IN A FACE -UP POSITION IN THE WORK SURFACES OR COUNTERTOPS IN A BATHROOM BASIN LoOATION. (PER CEO) 36. A 120 E VOLT N L SI G E PHASE 15 OR 20 AMP RATED SERVICE REGEPTAGLE SHALL B LOCATED WITHIN 25OF AND ON THE SAME LEVEL AS THE EQUIPMENT FOR MAINTENANCE (IN THIS CASE HEATING/AIR-CONDITIONING EQUIP) THE SERVICE RECEPTACLE SHALL NOT BE CONNECTED ON THE LOAD 510E OF THE REQUIRED MEANS OF DI50ONNECT. (PER CEO) 57. INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT THE TIME OF INSPECTION - INSTALLED EVERY HABITABLE ROOM IN BATHROOMS 38. AT LEAST ONE WALL SWITCH CONTROLLED LIGHTING OUTLET SHALL BE TALL N , HALLWAYS, STAIRWAYS, ATTACHED GARAGES WITH ELECTRIC POWER, AND AT OUTDOOR ENTRANCES OR EXITS. (PER CEO) 3q. PROVIDED FUSES OR APPROVED CIRCUIT BREAKERS AT AIR CONDITIONING UNITS AND HEAT PUMPS. (PER G.E.G.) 40. HYDRO -MASSAGE BATHTUBS AND THEIR ASSOCIATED ELECTRICAL COMPONENTS SHALL BE.PROTECTED BY A CFI. (PER G.E.G.) 41. ALL ELECTRICAL RECEPTACLES SHALL BE TAMPER RESISTANT, 2013 CEO ART. 406.11" 42. ALL 15 AND 20 AMP BRANCH CIRCUITS NOT REQUIRED TO BE OFI PROTECTED SHALL BE AFIG PROTECTED. (PER 2013 CEO ART. 210.20) 43. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND SLEEPING UNITS WITHIN WHICH FUEL BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE SLEEPING AREAS, IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A D150ONNECTIN5 SWITCH OTHER THAN AS REQUIRED FOR OVER -CURRENT PROTECTION. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED THEY SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. G.R.G. R515.1.1 AND 8515.1.2 44. INSTALL AN AUTOMATIC TRANSFER SWITCH FOR CONNECTION OF THE BACKUP GENERATOR TO THE ELECTRICAL PANEL. INSTILLATION SHALL BE IN ACCORDANCE WITH CALIFORNIA ELECTRICAL GORE AND LOCAL JURISDICTION CODES. ,-cefivlff ;y BUTTE COUNTY DEVE'OP[( f::: TF ER1 !CES N REVIEWED FOR nnl CODE C fV PL • e r7 BY � zU�z�v°H�0 zlu z � kn z°IU-<���HI y3: 11.3 N z� � U -�u-3oCps -i V() z zdVVO 3�-z� ~A-cn ���wOCz��11.1 tXp U-zzw� tu 09-- 4 zz}-z lYOvz��zp0.�}-4 J Z Ztu I-3wOvzNQ<� pus w�oUww=0.v��z � �U .r- i -N Q u 3�5>Z U II 0 ztu U --I w- OC (a zzQl-_<%QduVVz_`)UYLULU gy p §Z()_ZHiE H in O>4UA 01 IIII --�1 Q V u I LU PL11 0 IE 07-0 1 Z 0 O ^I () O 1!1 O � I ~< 0 Tvvt- In < 't Z I Z< - Q z�__<0 r- 0:, < -A 'I < DL Z omT_< Z 0 W VD W W 1(1 b W U 00 M-1 Lu O O O-- ts) r- t- � 0 I I zVn <I - t- U 9Z I < d) 0) r -�, N ' \' m m V 11) 1!1 5 :D LLI '-- t V ` 0) N • C: .. �5 )-- O X S <n 13 OL IL IF— ` V 1 V I 0 _ ,4,^^ U) V E S� 11, P• H 'Y! O raj �� j i a: v sf 066 4 A (E. /30/ * -' IV1L \I'?- CF PCF CSI RANCHO ENG. JOS: 16-0-12 DRAWN SY: RPP 0<0`3)": JPH DATE: 10/24/16 RE1/1510N: 0 DRAWING NUMBER 4 SIDE ELEVATION SIDE ELEVATION 1/411=11-011 FRONT ELEVATION REAR ELEVATION B16-2830 0(36-490-002 12.21.1 6 PC, z X � d N <t r'ERMIT# m BUTTE CpUNTY pEVEIOPMENT SERVICES R VIEWED FOR ODE COMPLIA DATE t: I I� pY Ju z IL d vNt � d w� � d�z<Qlu N dd tzt� � u-zzw 4 -- tu z_z)-zt-lYOyz_�dZp� }-Q uzi �v3wOvw�d�J��=Wpw O�w=- (Lv�N>}z uNz[[gqwz��QQWp zQF-4v�pdu�.zQ�i ww= pp IXz0.?ti���F3oC° Ngo> z LU IIII A LLI o � 111 N 2 ly T m n z �w LLI 14) Q� Woo OL r- r 4)v°m Lu I � 11(1 66 XP. 0 0/16 9 OF CA1-\ RANGHO ENC. JOB: 16-0-12 DRAWN BY: RPP 0KD.BY: JFH DATE: 10/24/16 REV1510N: 0 DRAWING NUMBER STORAGE SPACE TO BE CONVERTED TO NEW KITCHEN AREA FLOOR/ELEGTRI SAL FLAN I 1/4"=1'-O" STORAGE GARAGE (E) 2x WALL TO BE REMOVED LIVING ROOM DINING M I SG. SYMBOLS 00 Oaoo dj KITCHEN=116 SOFT oil WALL PUSHED OUT TO ACCOMMODATE LARGER SHOWER on BATHROOM 00 \\�] BATHROOM 00 KITCHEN CABINETS AND APPLIANCES TO BE DEMOED 4 RELOCATED, RESULT INO SPACE WILL BECOME THE ENTRYWAY BEDROOM F- BEDROOM Lu 0 DOOR TO BE MOVED LEFT 2" EX ST I I 5/DEMO FLAN 1/4"=1'-O" �l fo?,''O � tFiN!IT # 06o- c� BUTTE COUNTY REVIEDP/ELLi J SERVI— C' ES � 2 21.1 'V/1Vj (�D� �� �tJ Fps► DATE 407 P�JA� L- Lu f]w-< �LL 4~p° uwQ=�-�< OwTv zQaw z T v F z 2 V Z J ILI 01- a��-(La: h-jw0nLzzw(L< IL�vz�zzzzQ���4 wwwv- � <-2zJpZzW: OJ Lu 6 ()D-Owwwv1 2?1 zm�J-100-lY v zOQ-z uv�upw-� z0-4iv~0=�dzd�20a-0t—Q0-O U) N U U) 0 c� (s) < v d 7:< Wm OL z < DUPLEX RECEPTACLE OUTDOOR LIGHTS SWITCH @ +42" -+ CEILINO LIGHT FIXTURES WPO DUPLEX RECEPTACLE, WATER -PROOF 43 SWITCH 3 -WAY oil WALL PUSHED OUT TO ACCOMMODATE LARGER SHOWER on BATHROOM 00 \\�] BATHROOM 00 KITCHEN CABINETS AND APPLIANCES TO BE DEMOED 4 RELOCATED, RESULT INO SPACE WILL BECOME THE ENTRYWAY BEDROOM F- BEDROOM Lu 0 DOOR TO BE MOVED LEFT 2" EX ST I I 5/DEMO FLAN 1/4"=1'-O" �l fo?,''O � tFiN!IT # 06o- c� BUTTE COUNTY REVIEDP/ELLi J SERVI— C' ES � 2 21.1 'V/1Vj (�D� �� �tJ Fps► DATE 407 P�JA� L- Lu f]w-< �LL 4~p° uwQ=�-�< OwTv zQaw z T v F z 2 V Z J ILI 01- a��-(La: h-jw0nLzzw(L< IL�vz�zzzzQ���4 wwwv- � <-2zJpZzW: OJ Lu 6 ()D-Owwwv1 2?1 zm�J-100-lY v zOQ-z uv�upw-� z0-4iv~0=�dzd�20a-0t—Q0-O U) N U U) 0 c� (s) < v d 7:< Wm OL z < RANCHO ENO. JOB: 16-072 DRAWN BY: RPP GKD.BY: JPH DATE: 10/24/16 REVISION: 0 DRANING NUMBER �w LH U) �w - Lu aiLLIo , , L �QOO ■� ts) N O X � ILL 1[� RANCHO ENO. JOB: 16-072 DRAWN BY: RPP GKD.BY: JPH DATE: 10/24/16 REVISION: 0 DRANING NUMBER GENERAL NOTES: HOLDOWNS: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWNS ARE 5IMP50N STRONG -TIE OR EQUIVALENT. 4.5 SOFT CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING 15 5O.IN/LINEAR FT DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF 56 FT CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING 2.31 SQFT HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 22X5.5 (23.4 5Q I N) CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 3. ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. 2.3 5aFT REGULATIONS. 1.75X11.875 LVL I5'-3" 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: T v � Z CONSTRUCTION SHOWN ON PLAN. 2X4 ® 16" O.G. DF#2 MAX. SPAN = 2X4 ® 24" O.G. DF#2 MAX. SPAN = II' -0" 11'-3" 4. 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 5IMP50N PRODUCTS OR l0'-3" GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM 2X8 ® 24" O.G. APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR O MOISTURE CONTENT OF 1119. 16'-O" MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL it OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GLUE UNLESS 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 EQUIVALENT APA RATED RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK ORIENTED STRAND BOARD (OSB). AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RE515TANT MATERIAL. UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLESS SPECIFICALLY NOTED THESE DRAWINGS. *~ OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS I ND I GATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. EXCEPT WHEN LEDGERED. 11. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7. CR055-BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST 6 ENGINEER FOR ANY NEEDED CLARIFICATIONS. OVER 10" IN DEPTH. OR055-BRIDGING SHALL BE PROVIDED AT 10'0.0. FOR 10. STAIRS: R15E 4" MINIMUM TO 7.0" MAXIMUM; RUN II" 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. II. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8. ALL NAILING TO BE PER GBG TABLE 2304.11.1, UNLESS OTHERWISE NOTED. LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE 11• 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 34" TO 38" ABOVE TREAD PANELS A MINIMUM OF 4'. NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. A5 REQUIRED AND AGGE55 SIZE IS 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. ATTIC. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. 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 POST BASE. (EXCEPTION; P05T5 OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DE51ONED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A 5IMP50N PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: NOTED OTHERWISE. -SEISMIC IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.5116, SI = 0.260 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -5EI5MIG 51TE CLA55: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. -5EI5MIG RESPONSE COEFFICIENTS: SDS = 0.526, SDI = 0.326, Gs = 0.081 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED -SEISMIC DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRU55 OR RAFTER. -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A5O7 MACHINE BOLTS UNLESS -ANALYSIS PROCEDURE: EQUIVALENT STATIC 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: B THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LAG SCREW 5HANK 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 5HANK -RESIDENTIAL FLOOR LOAD: 40 P5F DIAMETER. -GROUND SNOW LOAD: 37 PSF 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. 51TE WORK AND FOUNDATION: 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE NAIL SHANK DIAMETER. 1. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED 501L OR ENGINEERED FILL A5 PER I11. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" SPECIAL INSPECTED AND A PAD GERTIFICATION FROM THE TESTING AGENCY SHALL BE NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS 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 15 BASED ON LOCAL FOUNDATION UNLESS OTHERWISE NOTED. JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR BLOCKING, UNLESS NOTED OTHERWISE. A MINIMUM OF 10'. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH AS REQUIRED. EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE 23. 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 WEBS 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 23, 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 1701.7 I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 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 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP THE GBG 1704.6.2. OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT IS" O.G. MAXIMUM HORIZONTAL SPACING. MANUFACTURED WOOD TRUSS: 4. CONCRETE 5LAB5 SHALL BE A MINIMUM OF 3.5" THICK PER GBG. 5LA55 UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL ICBG RESEARCH MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROOK 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-33 FOR STANDARD NOT BE ALLOWED. WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRU55E5 MUST BE DESIGNED TO 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE TRANSMIT DIRECT AXIAL WALL LOADS. THAN THREE PARTS SAND. 4. PROVIDE TRU55 DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON APPROVED CURING COMPOUND. ALL PAGES. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR 5. INSTALL TRU55E5 PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. 11. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. WALL. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLE55 USING SIMPSON STG CLIPS, 0-134.5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM UNLE55 NOTED OTHERWISE ON PLAN. G-150 TYPE I OR 2. 11. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 51TE DIMENSIONS TO THOSE OF THE TRU55 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 ASTM A615, GRADE 60 FOR #5 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 A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE 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 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. 6. 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 INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"X0.2211" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 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 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MI55!NG ANCHOR BOLTS SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. SHEAR NALL SCHEDULE WALL SYSTEM STRENGTH: 173 PLF 5E15MIC 173 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.G. @ EDGES 12" O.G. @ FIELD 1/2"(P ANCHOR BOLT SPACING 72 W/ 2X P.T. SILL 5IMP50N A55 SHEAR TRANSFER a 36" O.G. SILL SHEAR TRANSFER NAILING Ibd ® 6" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 260 PLF 5EI5MIG 365 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 6" O.C. a EDGES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 32 W/ 2X P.T. SILL 5IMP50N A55 SHEAR TRANSFER ® 27" O.G. SILL SHEAR TRANSFER NAILING Ibd ® 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 380 PLF SEISMIC G 532 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: ad (COMMON OR HOT DIPPED GALVANIZED) 4" O.G. ® EDGES 12" O.G. ® FIELD 1/2"0 ANCHOR BOLT SPACING 21" W/ 2X P.T. SILL 5IMP50N A55 SHEAR TRANSFER ® 12" O.G. SILL SHEAR TRANSFER NAILING Ibd 3" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 4110 PLF 5E I SM I G D SEE NOTE I 685 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) 3" O.G. ® EDGES 12" O.G. @ FIELD 1/2"cP ANCHOR BOLT SPACING 18" W/ 2X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 24" W/2X P.T. SILL 5IMP50N A55 SHEAR TRANSFER a 11" O.G. SILL SHEAR TRANSFER NAILING (2) ROWS Ibd ® 4" O.G. (COMMON, BOX OR SINKER) WALL SYSTEM STRENGTH: 665 PLF SE I SM I G SEE NOTE I 1130 WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: 10d (COMMON OR HOT DIPPED GALVANIZED 3" O.G. @ EDGES 12" O.G. @ FIELD 1/2"(P ANCHOR BOLT SPACING 22 W/ 3X P.T. SILL 5/8"4) ANCHOR BOLT SPACING 24" W/ 3X P.T. SILL 5IMP50N A55 SHEAR TRANSFER ® 7" O.G. SILL SHEAR TRANSFER NAILING (2) ROWS Ibd � 3" O.G. (COMMON, BOX OR SINKER) VENT NOTES: -VENT OPENINGS TO BE MIN OF Xb" AND MAX OF Y8" AND MADE OF NONCOMBU57ABLE MATERIALS PER CBC1O -7O6A - IF THERE IS NO FREE AIRFLOW 5PAGE BETWEEN RAFTER BAYS AN J" 0 SCREENED HOLE MUST BE LOCATED IN EACH ISOLATED BAY'S SAVE BLOCK iYi=. SHEAR WALL N07ES I. FOR SHEAR WALL TYPES G, D $ E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 51 NGLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. :2. WHEN T-1-11 51 D I NO 15 USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ Ibd'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. ad COMMON OR HOT DIPPED GALVANIZED NAILS TOBE(2 1/2"X0.131") 4. ALL NAILS FASTENED TO PRE55URE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLYSIDE OF SILL PLATE FOR ALL ANCHOR BOLTS. 7Yi=1 GAL FRAM I NO NOTES I. ALL HEADERS a INTERIOR BEARING WALLS 4 EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 a 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING P05T5 EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF 5IMP50N STRONG -TIE COMPANY, INC. OR EQUAL. (b. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JO15T5 TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OGGURS, PROVIDE FULL BEARING SUPPORT U51NO BUILT-UP 2X 5TUD5 OR 4X POST, UNLESS NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMING THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22 "X30" AGGE55 15 REQ'D. 11. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. ATTI G VENTILATION GALGULATI ON DESG VALUE TOTAL ATTIC 5PAGE (568 SQFT TOTAL VENT REQ'D 03oo) 4.5 SOFT REQ'D GABLE VENT aboo) 2.25 SQFT REO'D SAVE VENT a'boo) 2.25 SGFT RIDGE VENT SIZE 15 5O.IN/LINEAR FT QTY OF RIDGE VENTS 56 FT RIDGE VENT PROVIDED 2.31 SQFT EAVE VENT SIZE 22X5.5 (23.4 5Q I N) QTY OF EAVE VENTS 14 EAVE VENT PROVIDED 2.3 5aFT PROVIDE (14) 22X5.5 BRANDGUARD VENTS (MODEL # UE2O11-H) W/ Y8" OPENINGS OR EGU I VALENT, $ 36 FT OF RIDGE VENT FOR ATTIC VENTILATION. TYi=1 GAL LUMBER ORADES 0 z° Q DIU- N=V O t -O O P fY1-- 4 ° I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. z 3 z pC p z O to << z 2. (oX BEAMS, HEADERS AND POSTS DF#I OR BETTER. za = Z a }- z z Z Z W tu OJ O --Z- 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. tU ~ ~ 1L d w N < N W J 4 J ziz)-Z --w Qz_ �zOOQ- }�� Oinn4- Z 43 yIL()�zO z�.tu --A z 4. 2X STUDS f0' MAX HEIGHT DF#3 OR BETTER. W O'o p ();3 W 6 0 J v � ~ z ,�1 tu u- -1w_=0. IL- N��z 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. 3 u z z0 u- z U Q J tU - 3 W Ll fat z0.�-tOHp=�zDyw�H� } 6. 2X6 STUDS IS' MAX HEIGHT STUD GRADE OR BETTER. §23 0. ? F- p ° t - N O } d 7. 2X(o STUDS 20' NONBEARING DF#2 OR BETTER. 0) HA 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. 11. PARALLEL STRAND LUMBER (PSL) Fb=21100 PSI Fv=2110 P51 E=2.0X10'\6 PSI 10. LAMINATED STRAND LUMBER (LVL) -A Fb=2800 P51 Fv=285 PSI E=1.8X106 P51 WHEN ATTACHING (2) L\/L'5 TOGETHER USE (4) 166's ® 12" O.G. OR (3) 5D525312 ® 24" O.G. WHEN ATTACHING (3) L\/L'5 TOGETHER USE SAME ly PATTER AS ABOVE, BOTH SIDES. UA A 11. ROOF PLY TO BE 1/2" GDX (32/1(o) OR OSB STAGGER JOINTS $ RUN z PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 b" O.G. ® EDGES Lu AND BOUNDARY 12" O.G. FIELD UNO. Q (� 12. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT OSB STAGGER �y JOINTS 4 RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH 8d'5 O.G. ® EDGES AND BOUNDARY 12" O.G. FIELD UNO. v PA RAFTER SCHEDULE DESG '-3" TOTAL CRAWL 5PAGE 10'-O" o O 1.7 SOFT ILE COMP. MEMBER: DF #2 OOF I NC ROOF I NO 12'-3" AX. ALLOW MAX. ALLOW. 13'-11" Q IS' -O" PAN. SPAN. !n O 1.75X11.875 LVL I5'-3" GAL I FORN I A OVERFRAM 1 NO FTERS. T v � Z SCHED . 2X4 ® 16" O.G. DF#2 MAX. SPAN = 2X4 ® 24" O.G. DF#2 MAX. SPAN = II' -0" 11'-3" 2X4 ® 24" O.G. 6'-11" 7'-3" 2X5 ® 2X8 ® 7.d �p L1 - # -1 �0 IL z lYi 2X6 m 24" O.G. l0'-3" '" 2X8 ® 24" O.G. LI O 2X10 ® 24" O.G. 16'-O" 18'-O" 2X12 ® 24" O.G. 111'-O" 21'-0" X6 DESG '-3" TOTAL CRAWL 5PAGE 10'-O" 2x8 1.7 SOFT 10'-11" 6X14 (62 SQIN) I I'-11" 2X10 SAVE VENT PROVIDED 12'-3" 13'-6" 2X12 13'-11" IS' -O" 1.75X11.5 LVL 15'-6" !n 1.75X11.875 LVL I5'-3" w CE I L I NO JO I ST SCHED . 2X4 ® 16" O.G. DF#2 MAX. SPAN = 2X4 ® 24" O.G. DF#2 MAX. SPAN = II' -0" 11'-3" 2X6 ® 2X6 ® 16' O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = I6-11" IV -6- 2X5 ® 2X8 ® 16" O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = 21'-0" 17'-3" 2X10 ® 16" O.G. DF#2 MAX. SPAN = 23'-3" 2X10 a 24" O.G. DF#2 MAX. SPAN = 21'-6" UNDERFLOOR VENTILATION CALCULATION DESG VALUE TOTAL CRAWL 5PAGE 256 SQFT TOTAL VENT REQ'D (X5o) 1.7 SOFT FND VENT 51ZE 6X14 (62 SQIN) QTY OF FND VENTS 4 SAVE VENT PROVIDED 1.1 5OF7 PROVIDE (4) 6X14 FULL SCREEN VENTS EVENLY SPACED FOR UNDERFLOOR VENTILATION ' ,_''b11T # BU7TE COUNTY �1� 2z30 HEV !'�A �LOPMENTS R ES 56 6 SDE Ca ED F®� DATE ��j ��gg F!(A Z . r_17 IVJ pL/A BY C 0 v RANCHO ENO. JOB: 16-012 DRAWN BY: RPP CK7.BY: JPH DATE: 10/24/16 REVISION: 0 DRAWING NUMBER z 010- 10- Q !n w v OL LI O 0 tuLu 0) Qmm t- t- iD I- *~ V 6 t!1 RANCHO ENO. JOB: 16-012 DRAWN BY: RPP CK7.BY: JPH DATE: 10/24/16 REVISION: 0 DRAWING NUMBER on.,/ 1-1 AT /91 ITI z w _ 4 otu°<�mF t-~opd LU Owz�-v 4t-zdaw utIj IL T tb 9) 4 4 O O 0 p w }-zz O n 2:vIN z�Jw0nlLzzw 4 �- az4 zzZZWvoOzO4zpa4� 0�o 0YIL o m� 4—=LL Z W J z J pWu Lu �wWowOWi�40�z QQZJW=Q-1L�%2U1>Z UO2Mz 13EFLux.4lWLL3�,pQWW� zI--4Of-L1Q i WvW=J 7z IL IN O — O — Ln cv PIN TO (E) FOOTING W/ (1) #4, MIN 50" LONG, 611 EMBED INTO (E) W/ SET -XP EPDXY TOP $ BOT. (E) DECK, REPAIR AS READ. 18x18x12" DEEP FT5.W/(5)#4 --------------------------------------------------- BARS EA. WAY (TYP OF 5) (FI) MBHU5.50/q.25KT INSTALLED I PER MFG. SPECS W/ PROPER MOISTURE BARRIER * WHERE (E) SHEAR ANCHOR BOLTS DO NOT MEET SHEAR WALL SPAG I NO REG2U I REMENTS USE Y211 0 THREADED ROD W/ -7" EMBED $ SET -XP EPDXY. FOUNDATION FLAN 1 /411 = 1 1—O I I SIDING PER OWNER 51e," SHEAR PLY NAILED PER S.W. SCHEDULE JE TION A"A 1/411= 11-011 1/2" OSB PLY NAIL W/ 8D 12" O.G. FIELD, 611 O.G. EDGE W/ FIBERGLASS/ASPHALT SHINGLES W/ 15# FELT PAPER 2X6 BLOGKINO FIRE RATED PLY a OVERHANGS, TYP PLYWOOD COVERING -4X4 POST BG POST BAS E # p BUTTS G ' ON DEVELOPMENT SERvtT1 REVIE\NED E Ll CODE C 12X12 GONG. FTG. W/ (1) #4 TOP $ BOT. 0 V rz V � � Lh ly v U) 2X611 REDWOOD DECK Lu F- �- 1L t11 � O COVERING PER OWNER15�� 1 < v W 2X1011 PT LEDGER W/ (2) r KXA I -� Z 5D525412 EVERY 1611 O.G. z O J zr 2X611 JOISTS @ 1611 O.G. W/ J -� LU526 HANGER TO LEDGER O (n PIN TO (E) FOOTING W/ (1) #4, MIN 50" LONG, 611 EMBED INTO (E) W/ SET -XP EPDXY TOP $ BOT. (E) DECK, REPAIR AS READ. 18x18x12" DEEP FT5.W/(5)#4 --------------------------------------------------- BARS EA. WAY (TYP OF 5) (FI) MBHU5.50/q.25KT INSTALLED I PER MFG. SPECS W/ PROPER MOISTURE BARRIER * WHERE (E) SHEAR ANCHOR BOLTS DO NOT MEET SHEAR WALL SPAG I NO REG2U I REMENTS USE Y211 0 THREADED ROD W/ -7" EMBED $ SET -XP EPDXY. FOUNDATION FLAN 1 /411 = 1 1—O I I SIDING PER OWNER 51e," SHEAR PLY NAILED PER S.W. SCHEDULE JE TION A"A 1/411= 11-011 1/2" OSB PLY NAIL W/ 8D 12" O.G. FIELD, 611 O.G. EDGE W/ FIBERGLASS/ASPHALT SHINGLES W/ 15# FELT PAPER 2X6 BLOGKINO FIRE RATED PLY a OVERHANGS, TYP PLYWOOD COVERING -4X4 POST BG POST BAS E # p BUTTS G ' ON DEVELOPMENT SERvtT1 REVIE\NED E Ll CODE C 12X12 GONG. FTG. W/ (1) #4 TOP $ BOT. 0 V ;f'. 06/�"� civij� caL� RANCHO ENO. JOB: 16-0-12 DRAWN BY: RPP CKD.BY: JPH DATE: 10/24/16 REVIVON: 0 DRAW I NO NUMBER rz V � � Lh ly v Lu F- �- 1L t11 � 1 ;f'. 06/�"� civij� caL� RANCHO ENO. JOB: 16-0-12 DRAWN BY: RPP CKD.BY: JPH DATE: 10/24/16 REVIVON: 0 DRAW I NO NUMBER I. VERT BAR AT ALL I. INSIDE SLEEVE N }- SENDS. MIN. AND DIA. IS PIPE DIA. +I" I. 2X FRAMING OR 0 p U N 11ui� 4 POST AS REQUIRED to'- � 0 , � Q 1-- z zz < o END INTERSECTION MIN. p to - _ FOR HOLDOWN SEE u w Q O w= p- 0_ 2. (2) VERT BARS AT 2. NO PENETRATION PLAN z 3 Z z 0 ltu L v END OF WALLS. ALLOWED WITH IN ~ v O O 3 O- Q Qu� O w BOTTOM I/3 OF FTG. 2. PLY. SEE PLAN 2 pr z J --Z 0)C Z i!_ z Z W FOR REQUIREMENTS. w NFw40 wwq--Q-Q III -1 I� j l 3. DEEPEN FOOTING I z z z W pr u Q tTt 0< z O 0 }< 4d (2�" MIN) IF PIPE IS TO RUN w z III II I I BELOW BOTTOM OF 3. 2X WALL Z 0 Q O z 0 Z O w ._j to z Ovz d + FOOTING. MAX L/5 MIN. p FRAMING. w O w w Q t w X -j k) �0u L=CLR. SPAN MIN. 4. 2X FLOOR N z m � F- u- 3 q} V �-'w- �00� MANUING,REFER TO z!-�V~�4p�zjWOwtwz--�- + + + + x ALLOWED BELOW N z z O Q- z v N �Q I N I FACTURES O z = -_ P t In 180 ° "p - �.�� I I + THIS LINE. RECOMMENDATI ONS z�_��n Q� TYP. �` I ® I I 5. 4" MIN BELOW 3D MAX. _ FOR MANUFACTURED 5 I �y FLOOR JOIST OT. OF q0° q0° 135° ANGLE MIN. 6 BOUNDATION. p PRODUCTS. MIN. INSIDE MIN. INSIDE _ D/4 BAR SIZE BEND 0 "D" BAR SIZE BEND 4) "D" 6. 6" MIN COVER z #g - #g 6d #5 - #5 4d CORNER BELOW PIPE SLEEVE. Q MAX. #q - #11 8d #6 _ #g bd SINGLE CURTAIN PLAN SECTIONS ELEVATION SECTION 3 #14 4 #IS IOd TYPICAL STIRRUPS 4 TIES U11 STANDARD BAR HOOKS 0.4xD1MAX. AND BENDS FOR CONCRETE: - _ LAP 30 BAR (P DI OR 24" MIN. U.O.N FOR G.M.U.: LAP 48 BAR 0 U.O.N. 16ga MIN. TIE WIRE L T)00'P. HOOKS BENDS I TYP. CONCRETE WALL 2 TYP. PIPE PENETRATION TYP. (:--ORNER/NOTGHES/HODS 4 I. ROOF PLY. I. ROOF PLY. 7- 2.:2x 2.2x GABLE 2. FRAMING PER BACK I NG. - PLAN. 3. FLAT OUTLOOKER p 501, O.G. If� 5-2X BLOCKING W/ I 8 4. SIMPSON LTP4 tf) N (2) 8d TO RAFTER 3 RAFTER TO TOP a EA. END PLATE a 24" O.G. � 5. DOUBLE TOP 2"MIN. I. 2X BLOCKING AS 2 4. SIMPSON HI OR PLATES v REQC) 'D FOR PLY 6. 2X STUDS (9 16" I. ROOF PLY. , EDGE NAILING. A55 AT 48" O.G. q 8 O.G. Z 2. ANCHOR BOLTS 4 2 MIN. SEE PLAN. 8 5. DOUBLE TOP �. SHEAR PLY AS 2. MANUFACTURED � Z J 3. DOUBLE 2X TOP PLATES REQ'D SEE SHEAR TRUSS OR Z <0 3 WALL SCHEDULE FRAMING PER " ° W r # PLATE WITH 4'-O" MIN PLAN. SPLICE. (14) I(6d 6. GSTUDS ©!6" 8. EDGE NAILING FOR FLY. INC 1 J m < OL SINKERS REQUIRED 0 - I < EACH SIDE OF 5 \ / q. 2X KICKER @ 8' 1 3. 2X BLOCKING z SPLICE OR PLATE X g 7. SHEAR PLY AS MIN 450 O.G. ATTACHED AT W/ (2) 8d TO (D -V LONER, AND UPPER BREAK. REQ'D ®ALL / \ REQ'D SEE SHEAR EA. END W 1 TH TRUSS © EA. END P MAX 60 SIMP50N A55 CLIP. TE SPLICES MUST EXT. AND INT. SHEAR / \ WALL SCHEDULE V � OCCUR W I TH A MINIMUM WALL LINES. q _ 7 FOR PLY. NAILING. MAX 2X4 5. CALIFORNIA OF 4'-0" SEPARATION 4. HEADER SEE PLAN. UNBRAGED LENGTH OVER FRAMINGIS 6'-O" MAX 2X6 RAFTER SEE SPAN � 6 8. EDGE NAILING 4 SCHEDULE ON L I 5. 2X STUDS � I6" UNBRAGED LENGTH O.G. TYP. q. BEAM WHERE 5 IS 8'-O" SHEET SI FOR Q 6. (2) TRIMMERS REQ'D OPENINGS OCCURS. SIZING. 8'-0" OR LARGER. 0 6. MIN. (2) 2X4 , Q 0 5 -7-(2) KING STUDS 6 7 VALLEY NAILERS ~ 111 0 Q ATTACH TO ` Lu Ulm t REQ'D 0 OPENINGS 6-0" OR LARGER. FRAMING BELOW Q 6 5-(2) SILLS REQ'D W/ (2) 16D'S TO < r'- r OPENINGS 6-0" OR FULLY SHEATH TRUSSES EACH MEMBER. LARGER. UNDER CALIF FRAMING fj q. 2X SILL PLATE AND EDGE NAIL a EAVE 7. EDGE NAILING �►l P.T.D.F BLOCKS, A 22 1/2 X 30 V/ v m m OPENING 15 ACCEPTABLE w FOR ATTIC, ACCESS. •�1 11-- TYPICAL MALL FRAM I NO SHEAR CONN. AT EAVE 6 SHEAR CONN. O ABLE END -� _ o GAL I PORN I A OVER SRAM I NO 8 1- o X i� < -� o I. ROOF PLY. 1L 7 2. MANUFACTURED DRAG TRUSS. 3. A55'S OR 1[1 q TP4'5 @ 12 O.G. TOP PLATE TO 111 DRAG TRUSS. I. ROOF PLY. CLIPS REQUIRED 1 7 OVER 2. MANUFACTURED SHEARWALLSTRUSS. ONLY. + + + + + + + + + + + + + +-+ 3. 2X BOXED SHE R e + + o 4. 2X STUDS a 16" BAFFLE. PLY AND NAILING TO MATCH y o O.G. + + + ¢ o 3 WALL BELOW. x . 5. DOUBLE TOP + + + + + +i3ona � 4. ibd'S MATCH SI L ,y CMI �Q PLATES � + + + + + + NAILING OF WALL 5 7 6. SHEAR PLY AS ><*TYPE BELOW. REQ'D. SEE SHEAR + + + + + + 5. DOUBLE TOP RANCHO ENO. JOB: 16-0-12 FOR PLY. NAILING. WALL SCHEDULE + + + + O PLATES + 6. SHEAR PLY AS DRAWN BY: RPP 7. EDGE NAILING MATCH SHEAR REQ'D WALL. SEE SHEAR WALL GiGD.BY: JPH 5 SCHEDULE FOR PL T. 8. MFG. TRUSS 4 NAILING. DATE: 10/24/16 q. OUT $ STACK 7. EDGE NA I L I NC PERMIT # RAFTER BUTTE COUNTY DEVELOPMENT SERVICE 6 8. 5"<P HOLE AS REVIEWED FOR REVISION: o REQUIRED FOR COD OMPLIA' DRAWING NUMBER DATEE IG7' I7 BY _, SHEAR CONN. ® TRUSS/RAFTER CHANO c SHEAR BAFFLE CONN. IO NOTE: WHEN CRIPPLE NALL OGCURE5 ALLTHREAD MAY BE EXTENDED A MAXIMUM OF 4'-0". PROVIDE SOLID _z BEARING TO FOUNDATION FOR HOLDONN POST. - NHEN DISTANCE 15 GREATER HOLDONN 15 TO BE INSTALLED AT THE SILL PLATE AND STRAP POSTS AT THE FLOOR LEVEL. USE STRAP WITH EG2U I VELENT O p STRENGTH OF N HOLDONN. _ HDU2 = M5T48 HDU5 = M5T60 cV A 6" (1 STORY) ° 8" (2 STORY) a a a _ I 12" (I STORY) I _ �I 15" (2 5TORY) f SHEAR/MOLIDONN CONN. © FOUNDATION 1 rook .v d d C/ a d d p d :C FORTAL FRAME © OARAOE 1. DOUBLE 2X FRAMING OR 4x POST FOR HOLDONN. 2. PTDF SILL PLATE 5. ANCHOR BOLT N/ 3X5X.22q PLATE WASHER, SEE SHEAR SCHEDULE FOR 51 ZE AND SPAG I N5. 4. 51 MP50N HDU HOLDONN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY SEE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'5, (1) #4 REBAR TOP $ BOT U.N.O. 8. SHEAR PLY. PER PLANS. Q. S I MP50N CNN 6 ALLTHREAD . 10. SILL NAILING PER SHEAR SCHEDULE. 11. EDGE NAILING PER PLAN. 12. DECKINO PER OWNER 15. DECK JOIST, SEE PLAN 14. LU26 OR EOU I VALENT 15. 2X LEDGER 16. FLASH I NO (12-I6 WERE APPLICABLE) I. SHEAR PLY. MATCH HALLS AT ENDS OF HEADER. 2. HEADER SEE PLAN. 5. 2X BLOCKINO 4. MST27 5X TRIMMER TO HEADER. 5. 2X STUD. 6. 1/2"4> A.B. (2) MIN. 7. HOLDONN SEE PLAN. 5.5 ILL PLATE. =6f. SLAB ON GRADE. 10. SEE FOUNDATION PLAN FOR SIZE AND RE I NFORG I NO. al ` w I 12" (1 STORY) f 15" (2 STORY) SHEAR/MOLDOWN CONN. © FOUNDATION =RAMIN5 OR 4x P05T =0R HOLDONN. 2. PTDF SILL PLATE 3. ANCHOR BOLT N/ 3X5X.22ci PLATE NA5HER, SEE SHEAR SCHEDULE FOR SIZE NND SPAG I NO. �. 51 MP50N HDU 4OLDONN, SEE PLAN =0R S 1 ZE AND _OGATION. 5. FLOOR JOIST SEE 'LAN. 5. FLOOR PLY SEE 'LAN. T. (1) #4 REBAR WITHIN SHEAR GONE OF N.B.'S, (1) #4 REBAR roF s BOT U.N.O. 3. SHEAR PLY. PER 'LAN5. 1. DECK JOI5T PER 'LAN. O. DECK GOVERINO 'ER PLAN. I. EDGE NAILING PER 'LAN. 2. STRAP EQUIVALENT TO 4OLDDONN 5TRENOTH, 4DU2 = M5T45 4DU2 = M5T60 5. O I RDER PER PLAN 4. PRESSURE 3LOGKINO 2 1. DOU5LE 2X FRAMING OR 4x POST O z w > 0 p z FOR HOLDONN. La O ~ N < ~O La 2. PTDF SILL PLATE.W=1-� 0. .� Qdzz<N 5. ANCHOR BOLT N/ z= V z= v 5X5X.229 PLATE Oyu-3u.�a�r0[Q<110z WASHER, SEE SHEAR z< H o )- Z O 0- T V LU SCHEDULE FOR SIZE pie IN ri -4 p/ p p tL Z z _W p0..., < AND SPACING. Nt-=40QwD-z�aJ dJ 4. 51MP50N HDU z�zF-v uz�4zp0. }-d ib� HOLDONN, SEE PLAN z0Q-T�Ovz z�1u �mz FOR SIZE AND 1U V \,) 1, lU 0 < < -A Viz LOCATION. O �OzmlwF-0zp<0.u_KV 5. FLOOR JOIST SEE _ -1 w - 1X O PLAN. z1 -<Qi- <�z . FLOOR PLY SEED -1z PLAN. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'S, (1) #4 REBAR TOP $ BOT U.N.O. 8. SHEAR PLY. PER z PLANS. Q. EDGE NAILING PER PLAN. - 10. STRAP EOU I VALENT TO HOLDDONN STRENGTH, II STORY) HDU2 = M5T45 --lt STORY) HDU2 = M5T60 11. GIRDER PER PLAN 12. PRESSURE BLOCKING 12" (1 STORY) 15" (2 STORY) SHEAR/MOLDOWN CONN. © FOUNDATION w t3U� COU ElLOPMENT 66:\N ED,O,Dla GW\AP 0 x v 7- - 0 0w w ul lt( w U � < .v d d C/ a d d p d :C FORTAL FRAME © OARAOE 1. DOUBLE 2X FRAMING OR 4x POST FOR HOLDONN. 2. PTDF SILL PLATE 5. ANCHOR BOLT N/ 3X5X.22q PLATE WASHER, SEE SHEAR SCHEDULE FOR 51 ZE AND SPAG I N5. 4. 51 MP50N HDU HOLDONN, SEE PLAN FOR SIZE AND LOCATION. 5. FLOOR JOIST SEE PLAN. 6. FLOOR PLY SEE PLAN. 7. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'5, (1) #4 REBAR TOP $ BOT U.N.O. 8. SHEAR PLY. PER PLANS. Q. S I MP50N CNN 6 ALLTHREAD . 10. SILL NAILING PER SHEAR SCHEDULE. 11. EDGE NAILING PER PLAN. 12. DECKINO PER OWNER 15. DECK JOIST, SEE PLAN 14. LU26 OR EOU I VALENT 15. 2X LEDGER 16. FLASH I NO (12-I6 WERE APPLICABLE) I. SHEAR PLY. MATCH HALLS AT ENDS OF HEADER. 2. HEADER SEE PLAN. 5. 2X BLOCKINO 4. MST27 5X TRIMMER TO HEADER. 5. 2X STUD. 6. 1/2"4> A.B. (2) MIN. 7. HOLDONN SEE PLAN. 5.5 ILL PLATE. =6f. SLAB ON GRADE. 10. SEE FOUNDATION PLAN FOR SIZE AND RE I NFORG I NO. al ` w I 12" (1 STORY) f 15" (2 STORY) SHEAR/MOLDOWN CONN. © FOUNDATION =RAMIN5 OR 4x P05T =0R HOLDONN. 2. PTDF SILL PLATE 3. ANCHOR BOLT N/ 3X5X.22ci PLATE NA5HER, SEE SHEAR SCHEDULE FOR SIZE NND SPAG I NO. �. 51 MP50N HDU 4OLDONN, SEE PLAN =0R S 1 ZE AND _OGATION. 5. FLOOR JOIST SEE 'LAN. 5. FLOOR PLY SEE 'LAN. T. (1) #4 REBAR WITHIN SHEAR GONE OF N.B.'S, (1) #4 REBAR roF s BOT U.N.O. 3. SHEAR PLY. PER 'LAN5. 1. DECK JOI5T PER 'LAN. O. DECK GOVERINO 'ER PLAN. I. EDGE NAILING PER 'LAN. 2. STRAP EQUIVALENT TO 4OLDDONN 5TRENOTH, 4DU2 = M5T45 4DU2 = M5T60 5. O I RDER PER PLAN 4. PRESSURE 3LOGKINO 2 1. DOU5LE 2X FRAMING OR 4x POST O z w > 0 p z FOR HOLDONN. La O ~ N < ~O La 2. PTDF SILL PLATE.W=1-� 0. .� Qdzz<N 5. ANCHOR BOLT N/ z= V z= v 5X5X.229 PLATE Oyu-3u.�a�r0[Q<110z WASHER, SEE SHEAR z< H o )- Z O 0- T V LU SCHEDULE FOR SIZE pie IN ri -4 p/ p p tL Z z _W p0..., < AND SPACING. Nt-=40QwD-z�aJ dJ 4. 51MP50N HDU z�zF-v uz�4zp0. }-d ib� HOLDONN, SEE PLAN z0Q-T�Ovz z�1u �mz FOR SIZE AND 1U V \,) 1, lU 0 < < -A Viz LOCATION. O �OzmlwF-0zp<0.u_KV 5. FLOOR JOIST SEE _ -1 w - 1X O PLAN. z1 -<Qi- <�z . FLOOR PLY SEED -1z PLAN. (1) #4 REBAR WITHIN SHEAR GONE OF A.B.'S, (1) #4 REBAR TOP $ BOT U.N.O. 8. SHEAR PLY. PER z PLANS. Q. EDGE NAILING PER PLAN. - 10. STRAP EOU I VALENT TO HOLDDONN STRENGTH, II STORY) HDU2 = M5T45 --lt STORY) HDU2 = M5T60 11. GIRDER PER PLAN 12. PRESSURE BLOCKING 12" (1 STORY) 15" (2 STORY) SHEAR/MOLDOWN CONN. © FOUNDATION w t3U� COU ElLOPMENT 66:\N ED,O,Dla GW\AP 0 x v % fr- w" 06/6034 //� Z X11. W. 06/30/18 z a ` CIV11 y �P 9 OF RANCHO ENO. JOB: 16-0, 12 DRAWN BY: RPP CKD.B'(: JP+ t -)b -r=_ I/9/nA /h/ � ..., REVISION: O," DRANINO NUMBER'S 7- - 0 0w w ul lt( w U � < I w00 LI to . < UJI j;m cc O X K OL LL � O } V % fr- w" 06/6034 //� Z X11. W. 06/30/18 z a ` CIV11 y �P 9 OF RANCHO ENO. JOB: 16-0, 12 DRAWN BY: RPP CKD.B'(: JP+ t -)b -r=_ I/9/nA /h/ � ..., REVISION: O," DRANINO NUMBER'S