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HomeMy WebLinkAboutB17-0744 039-370-039GENERAL NOTES I. All work on this project shall conform to the 2016 editions of the ORO, GBG, CFO, GPO, CMG, CEG, Green Building Code and 2016 California Energy Godo and any other applicable county and/or city codes and ordinances. 2. Written dimensions are to be used, do not scale drawings. 3. Specific information on the drawing differing from these notes shall apply. 4. The contractor shall verify site conditions and their correlations with the drawings. 5. In the event certain features of the construction are not fully shown on the drawings or called for in the notes, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be approved by the architect. 6. The drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. 1. Bedroom window finished sill height to be 44" maximum at egress windows. b. Finish grade and finish floor elevations to be field set. Drainage around all structures is to be away from buildings at 5% slope for minimum 10'. Swale as required. q. Dimensions noted "clear" or "clr" are minimum required dimensions and must be accurately maintained. 10. All dimensions are to face of stud, face of concrete, or face of masonry, unless otherwise noted. ENERGY NOTES I. All exterior doors and windows shall be weather stripped. 2. All joints and penetrations in exterior walls, floors, and ceilings shall be caulked and sealed. 3. Insulation: See insulation notes on sheet 2. 4. Exterior windows, and doors with glazing, shall have permanent NFRG levels attached, U -values of doors or windows shall meet Title 24 calculations. 5. Title 24 Installation Certification form GF46R shall be posted prior to issuance of Certificate of Occupancy. 6. Provide insulation certificate prior to final inspection. GLAZING 4 WINDOW NOTES I. Doors, windows, and shower doors within hazardous areas to be impact resistant glass. 2. All glass less than IS" above adjacent walking surfaces or within 24" radius of door jambs in closed position shall be fully tempered. 3. All window frames to be set in full bed of mastic. Lap building wrap over window flange except at sill. INTERIOR IFIN15HE5 I. Flame spread index- Wall and ceiling finishes shall have a flame spread index of not greater than 200. Smoke Developed index- Not greater than 450. DOOR AND HARDWARE NOTES I. All exterior and interior door hardware to be as selected by owner. Exterior and interior hardware finish to be as selected by owner. Key all exterior doors alike. 2. Provide 1 1/2 pair butts per door. 3. Each door to be provided w/ door stop. DRYWALL I. All gypsum board seams to be taped. Texture walls and ceilings to match existing finish or with light knockdown finish typical U.N.O. 2. Install metal edge at all exposed exterior corners. 3. Out all openings for outlets, switches etc., score $ knock -out method will not be used. 4. Gypsum board to be painted with primer coat prior to texturing. 5. Fasteners shall conform with GBG table 102.3.5 and shall be applied in such a manner as not to fracture the face paper with the fastener head. Fasteners shall be spaced a minimum of 515 inch from edges and ends. (b. All edges and ends shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. FLA5HING 1. All flashing shall be 26 ga. gaiv. Iron, unless otherwise noted. Prime 4 paint flashing to match adjacent construction color. 2. Flash and counter -flash at all roof/wall connections. 3. Wall flashing- Approved corrosion -resistant flashing shall be applied single fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 111. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 114. The flashing shall extend to the surface of the exterior wall finish. FIRE STOP NOTES I. Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a barrier between a top story and roof space, and in the following specific locations: A) In exterior or interior stud walls, at ceilings. B) In all stud walls and partitions, including furred spaces, so placed that the maximum dimension and any concealed space is not over 10 feet. G) Any other locations not specifically mentioned above, such as holes for pipes, shafting, behind furring strips and similar places which could afford a passage for flames. 2. Penetrations of rated assemblies shall be fire -stopped. Fire stopping shall be an approved material as prescribed by the State Fire Marshall. RESIDENTIAL LIGHTING MEA5URE5 General: I. All installed luminaires shall be high -efficacy in accordance with CEnO Table 150.0-A. 2. At least one luminaire in bathrooms, garages, laundry rooms and utility rooms shall be controlled N a vacancy sensor. 3. LED lights shall be certified in accordance with Joint Appendix JAS -Qualification Requirements for Residential Luminaires Using LED Light Source. 4. Dimmers or vacancy sensors shall control all interior luminaires. Exception: Luminaires in closets lose than 10 sf, and luminaires in hallways. 5. Luminaires recessed into insulated ceilings shall meet all of the following requirements: a. Be listed, as defined in section 100.1, for zero clearance insulation contact (IC) by Underwriters Laboratories of other nationally recognized testing/rating laboratories; and b. Have a label that certifies that certifies that the luminaire is airtight with air leakage less than 2.0 GFM at 15 Pascals when tested in accordance with A5TM E 255; and c. Be sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and d. Shall contain light sources that comply with References Joint Appendix JAB, including the elevated temperature requirements, and that are marked "JA5-2116-E" as specified in Reference Joint Appendix JAB; and e. Allow ballast maintenance and temperature to be readily accessible to building occupants from below the ceiling without requiring the cutting of holes in the ceiling; and f. Shall not contain screw base sockets. 6. Exhaust fan housings shall not be required to be certified airtight. 1. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot shall be: a. High efficacy in accordance with CEnO Table 150.0-A. b. controlled by a manual ON and OFF switch that does not override to ON the requirements in (c) or (d) below. c. controlled by photocell and a motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours, or d. Controlled by astronomical time clock. Controls that override to ON shall not be allowed unless the override shall automatically return the astronomical clock to its normal operation within 6 hours, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours. VENTILATION I. Provide attic ventilation at areas with attic. Venting to be at a ratio of 1:300. For ventilation calculations refer to the roof framing plan. Cover vents with 1/4" corrosion resistant wire mesh. 2. Provide galvanized vents at areas with crawl space, see foundation plan for vent size and location. Venting to be at a ratio of 1:150. Locate vents close to corners and on at least two opposite sides to provide cross ventilation. Cover vents with 1/4" corrosion resistant wire mesh. DE -516N LOADS Seismic Site Glass "D" Wind 110 mph exposure 11B" Floor live load 40p5f Roof live load 20 psf CONCRETE NOTES 1. Concrete shall have a minimum compressive strength at 25 days and a maximum slump of: Strength... 2500 psi Slump... 4" 2. Construction joints shall be prepared to expose clean, solidly embedded aggregate over the entire joint interface. 3 Placement of pipes, conduits, or other embedded items in the concrete shall be in accordance with these drawings. 4. Contraction joints in slabs, shall be so placed that the maximum dimension and area of any section do not exceed 30 feet and 600 square feet, respectively. 5. Structural steel shapes, tubes and pipes embedded in concrete shall have o minimum of 3" concrete cover. 6. Bottoms of all footings shall rest on firm, undisturbed soil. 1. A concrete mix design is provided which addresses bleeding, shrinkage and curling. REINFORCING STEEL I. Reinforcing steel at foundation footings to conform to A5TM A615 and be intermediate grade deformed bars- type N, grade 40. Reinforcing steel at retaining walls to conform to A5TM A615, including supplement. All bars shall be new stock deformed bars, grade 40 for #4 and smaller bars, and grade 60 for #5 and larger bars, typical unless otherwise noted. Bars to be welded shall conform to A5TM 106. 2. Unless noted, reinforcement bars to be lapped minimum 40 bar diameters. 3. Bends in reinforcement shall be in accordance with AGI 318-05. 4. All dimensions shown for locations of reinforcing steel are to face of bar and denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3" where concrete is placed directly against earth, and 2" where concrete is exposed to earth but is against forms. Slabs on grade shall have reinforcing at mid -depth unless otherwise noted. 5. Splices in continuous reinforcing shall have a lap of 40 bar diameters minimum in concrete construction except where shown otherwise. Horizontal laps in adjacent bars shall be staggered 5'-0" minimum. Vertical bars shall be one piece full height. ROUGH CARPENTRY I. In addition to framing operations normal to the fabrication and erection indicated on the Drawings, install wood blocking and backing required for the work of other trades. 2. Structural framing shall be Douglas Fir of the grades indicated or better (WWPA grading rules): GLUE -LAMINATED BEAMS I. Materials, manufacture, and quality control of glued -laminated beams shall be in accordance with AN51/AITG AI010.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of AN51/AITGAI1O.I, and shall meet the requirements of or exceeding the values noted in table, 2010 Galifornia Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a quality mark and a conformance with AN51/AITG A110.1. This certificate of conformation shall be submitted to the field inspector prior to completion of the farming inspection. 4. Glue -Laminated members used exterior applications and not protected from moisture shall be Alaska Yellow Cedar. Combinations: 20F-VI2 AG/AG, FB=2,000 psi, MOE = 1,500,000p5i, fc (perp) = 560 pal. PLYWOOD NOTES General Provisions 1. Identification requirements - Each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. product standards P5-1 or one of APA's performance 2. Panel thickness, grade and group number or span rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. 3. Nails at plywood panels shall have 3/811 edge distance and nail heads shall butt at center line of single supporting member with edge mailing from each panel into that member. 4. Plywood panels shall butt at center line of single supporting member with edge nailing from each panel into that member. 5. No piece of plywood, floor, or wall sheeting shall be less than 12" in least dimension. Roof Sheeting I. Panel roof sheathing shall be APA RATED SHEATHING EXP I, size and nailing as per drawings. Install with the long dimension of the panel across supports, except where noted and with panel continuous over two or more spans. Allow 115" spacing at panel ends and 1/4" spacing at panel edges. I. Panel wall sheathing shall be APA RATED 5HEATHIN6 EXP I, size and nailing per drawings. Allow I/811 spacing at all panel end and edge joints. MINIMUM ER051 ON AND 5ED I MENT GONTROL5 FOR PROJEGT5 D 15TURB I NG LE55 THAN ONE ACRE THE BMP'S (BEST MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLACE DURING CONSTRUCTION. THE BMP'S LISTED ARE THE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'5 COULD BE REQUIRED BASED ON 51DE CONDITIONS. 0 STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 0 ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED UP ON A DAILY BASIS. WHEN STREETS ARE HET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. o WATTLES INSTALLED PROPERLY BEHIND CURB OR 51DEHALK5 0 ROCK BAG5 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 0 INTERNAL FILTERS PLACED IN51DE EACH DRAIN INLET. 0 TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. 0 STABILIZE ALL 0157URBED SOILS IN THE FRONT YARD AREAS WITHIN I5' OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION) 0 STABILIZE ALL SLOPES WHERE EROSION COULD OGGUR AND CAUSE SILT RUN OFF. (STRAW, V15GUEEN OR ER05ION BLANKETS MAY BE USED FOR THI5 APPLICATION) 0 ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION HAY FROM SIDEWALKS AND STORM DRAIN INLETS. 0 PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. 0 ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM HATER RUNOFF. 0 PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH V15OUEEN MAY BE USED FOR THI5 APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE HA5HOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 0 AFTER INSTALLATION OF THE ABOVE ITEMS 15 COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENE55 OF YOUR BMP'S. I 1 1 1 1 I 1 1 1 1 1 1 I AP X. OF (E) M 1 1 I 1 1 °ol �1 ml I 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 L I 1 1 I 1 1 I 1 1- L GONG. 1 WA5HOUT�VI NORTH m 1 1 1 1 1 1 PS9 5HT. # ELECTRICAL NOTES I I V:/Y.J VIM VVVIIIIJ 1\V. 1 Studs NO. 2 2 FLOOR PLAN AND A5-BUILT/DEM0 PLAN 3 ELEVATIONS AND SECTIONS Sills and plates NO. 2 HF FOUNDATION PLAN 1. A ground fault circuit interrupter (GFGU is required for all 125 volt single phase ,15- and 20- 6 Sills on concrete PTHF DI DETAILS amp receptacles installed in bathrooms, garages, accessory buildings, outdoors, in unfinished AREA: Misc. framing not noted NO. 2 �l w basements, under -floor areas, laundry, utility, kitchen countertops and within 6 of a bar sink and 3. Wood sills bearing on concrete shall be attached as noted on the Foundation Plan, anchors shall � o bathtub or shower stalls- where receptacles are installed within 6 feet of the outside edge of LU be within 12" of the end of each piece, and 12" oc max. Each sill shall receive at least two (2) ,c K the bathtub or shower stall. O anchors. This information will govern unless more stringent criteria is indicated on the plans. 2 2. Smoke detectors shall be provided in compliance with local building code as shown on drawings, 4. Bolt holes in wood or steel shall be 1/16" larger than bolts. direct wire w/ battery backup. 5. All nuts shall be tightened when placed and re -tightened prior to application of finish or at �-rc-fault circuit -interrupter protection to all 120 volt, single phase, 15 and 20 ampere branch a completion of job. circuits supplying outlets installed in dwelling units shall be protected by a listed arc -fault circuit 6. Framing hardware shall be Simpson STRONG -TIE or approved equal, with connectors as QLO interrupter, combination type installed to provide protection of the branch circuit. Includes lights, Ln 0) specified in the catalog NO.G-2016. wU 0 '~ Q receptacles and smoke detectors. 1. Hail top -plates shall have joints at a stud center line. 4. Tamper-resistant receptacles: All 125 volt, single phase, 15 and 20 ampere receptacles shall M U be listed tamper resistant receptacles. HOLDO" 5. Fixtures, lamp holders and receptacle outlets shall be securely supported. A fixture that weighs more than 6 pounds or exceeds 16" in any direction shall not be supported by the screw shell I. Install holdowns per monufocturer's specifications. Unless noted otherwise, holdowns shown of the lamp holder. Outlet boxes shall not be used as the sole support for ceiling adjacent to a window or a door shall be attached to the king studs. (paddle) fans. 2. Provide continuous edge -nailing through plywood to studs, which have a holdown. 6. Receptacles installed in wet or damp locations must be listed weother-resistant type. "suitable MANUFATURED TRUSSES 1. All luminaires located in wet locations shall be marked, for wet locations" and all luminaires located in damp locations shall be marked, "suitable for wet locations. I. Submit plans and calculations to Architect and Building Department prior to installation. 2. Truss details and calculations for roof trusses shall be prepared and signed by a California registered Civil Engineer substantiating adequacy of trusses to support dead plus live loads. GLUE -LAMINATED BEAMS I. Materials, manufacture, and quality control of glued -laminated beams shall be in accordance with AN51/AITG AI010.1. Fabrication shall be in an approved fabricators shop. 2. Laminating combinations shall meet the requirements of AN51/AITGAI1O.I, and shall meet the requirements of or exceeding the values noted in table, 2010 Galifornia Building Code for the appropriate combination noted on the plans. Unless otherwise noted, beams used for this project shall be 24F -V4, DF/DF. 3. Glued -Laminated members shall bear a quality mark and a conformance with AN51/AITG A110.1. This certificate of conformation shall be submitted to the field inspector prior to completion of the farming inspection. 4. Glue -Laminated members used exterior applications and not protected from moisture shall be Alaska Yellow Cedar. Combinations: 20F-VI2 AG/AG, FB=2,000 psi, MOE = 1,500,000p5i, fc (perp) = 560 pal. PLYWOOD NOTES General Provisions 1. Identification requirements - Each panel shall be identified with the appropriate trademark of the American Plywood Association, and shall meet the requirements of the latest edition of U.S. product standards P5-1 or one of APA's performance 2. Panel thickness, grade and group number or span rating shall be at least equal to that shown on the drawings. Application shall be in accordance with recommendations of the American Plywood Association. 3. Nails at plywood panels shall have 3/811 edge distance and nail heads shall butt at center line of single supporting member with edge mailing from each panel into that member. 4. Plywood panels shall butt at center line of single supporting member with edge nailing from each panel into that member. 5. No piece of plywood, floor, or wall sheeting shall be less than 12" in least dimension. Roof Sheeting I. Panel roof sheathing shall be APA RATED SHEATHING EXP I, size and nailing as per drawings. Install with the long dimension of the panel across supports, except where noted and with panel continuous over two or more spans. Allow 115" spacing at panel ends and 1/4" spacing at panel edges. I. Panel wall sheathing shall be APA RATED 5HEATHIN6 EXP I, size and nailing per drawings. Allow I/811 spacing at all panel end and edge joints. MINIMUM ER051 ON AND 5ED I MENT GONTROL5 FOR PROJEGT5 D 15TURB I NG LE55 THAN ONE ACRE THE BMP'S (BEST MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLACE DURING CONSTRUCTION. THE BMP'S LISTED ARE THE MINIMUM REQUIREMENTS AND ADDITIONAL BMP'5 COULD BE REQUIRED BASED ON 51DE CONDITIONS. 0 STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 0 ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED UP ON A DAILY BASIS. WHEN STREETS ARE HET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. o WATTLES INSTALLED PROPERLY BEHIND CURB OR 51DEHALK5 0 ROCK BAG5 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 0 INTERNAL FILTERS PLACED IN51DE EACH DRAIN INLET. 0 TRASH BARS ACROSS THE BACK OF ALL DRAIN INLETS. 0 STABILIZE ALL 0157URBED SOILS IN THE FRONT YARD AREAS WITHIN I5' OF THE BACK OF CURB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THI5 APPLICATION) 0 STABILIZE ALL SLOPES WHERE EROSION COULD OGGUR AND CAUSE SILT RUN OFF. (STRAW, V15GUEEN OR ER05ION BLANKETS MAY BE USED FOR THI5 APPLICATION) 0 ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION HAY FROM SIDEWALKS AND STORM DRAIN INLETS. 0 PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND AT LEAST 50' FROM THE NEAREST STORM DRAIN INLET. 0 ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM HATER RUNOFF. 0 PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH V15OUEEN MAY BE USED FOR THI5 APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE HA5HOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. 0 AFTER INSTALLATION OF THE ABOVE ITEMS 15 COMPLETE A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENE55 OF YOUR BMP'S. I 1 1 1 1 I 1 1 1 1 1 1 I AP X. OF (E) M 1 1 I 1 1 °ol �1 ml I 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 L I 1 1 I 1 1 I 1 1- L GONG. 1 WA5HOUT�VI NORTH m 1 1 1 1 1 1 PS9 5HT. # CONTENT5 I 51TE PLAN t NOTES 2 FLOOR PLAN AND A5-BUILT/DEM0 PLAN 3 ELEVATIONS AND SECTIONS 4 FOUNDATION PLAN 5 ROOF AND ROOF FRAMING PLAN 6 ADDITIONAL NOTES DI DETAILS V -B NON 5PRINKLERED AREA: (N) 6ARA&E 812 S.F. �l w p 00 z � o PROJECT SCOPE TO ADD ON A NEW ENTRY AND GARAGE TO AN EXI5TIN6 RESIDENCE/ J � CODE ANAL)"515 CODE 2016 CRO, CEG, CFC, GPO, GMC, 61 S.F. 6REEN BLD'6. CODE, CALIF. ENERGY CODE OCCUPANCY (E) - R-3 / (N) - U USE (E) RESIDENCE/ (N) PRIVATE GARAGE CON5T: V -B NON 5PRINKLERED AREA: (N) 6ARA&E 812 S.F. ----im RESIDLTIGE 2630 S.F. (N) ENTRY 41 S.F. (N) TOTAL 2611 S.F. (N) COV. PORCH 61 S.F. I i l TION I I 1 I II IK=� APPROX. LOCATION OFF (E)POOX. OGATION l I OF (E) LEACH FIELD o F I r 1I 'I APPROX. LOCATION L i J OF (E) SEPTIC TANK I 1 1 I 1 I 1 3/8° 1 II 1 I 1 1 I (E) RESIDENCE i REMOVE (E) GONG. AND PORCH.- '1v_ 1 �� N) L.. &V I/BUTTE COUNTY (N) ENTRY APR 2 4 2017 AND PORCH(N, ENVY AND DEVELOPMENT SERVICES (o BE 1 ATTACHED GA►RACE �i1-07L�y 1 TER - REMOVED iGii BfJ-i`i 00111 ?a� €jEl� iP ?E Jv yrctsi t=ti 5 501r 17B IEWED FOR AGK qg_ rp"� $ N CE (E) CONC. I DA E__ -2 �-� -� �- --- sy_ DRIVEWAY 1 1 1----0.00--------� (E) GRAVEL AREA. STANLEY AVE. sire PLAN SCALE: I" = 20'-0" /_;/c CC1117 REV151ON5 DATE `ten/ HAW * 'No. C 18693 REN% U O z o o R �j w%(N� 0 �l w p 00 z � o LU < ,c K v�1 O LU 2 � m a r w QLO Ln 0) wU 0 '~ Q U 0 LO �1 M U `ten/ HAW * 'No. C 18693 REN% Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 Sheet: of: z z o �Q � X w p <W z LU < K � O LU �Q � Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 Sheet: of: 5HEAR 50HEOULE MARK DE50RIPTION Q ....................... 3/8" COX PLYWOOD w/ 8d NAILS * 18693 REW- AT 6" O.G. EDGE, 12" O.G. FIELD 0 ....................... 3/8" COX PLYWOOD w/ 8d NAILS OVERHEAD INCANDESCENT LIGHT U.O.N. AT 4" O.G. EDGE, 12" O.G. FIELD 0 3/8" COX PLYWOOD w/ Bd NAILS GAS STUBOUT AT 3" O.G. EDGE, 12" O.G. FIELD ® 15/32" COX PLYWOOD w/ IOd NAILS RECESSED INCANDESCENT LIGHT U.O.N. AT 6" O.G. EDGE, 12" O.G. FIELD 0 15/32" COX PLYWOOD w/ IOd NAILS THERM05TAT AT 4" O.G. EDGE, 12" O.G. FIELD © 15/32" COX PLYWOOD w/ IOd NAILS WALL -MOUNT INCANDESCENT LIGHT U.O.N. AT 3" O.G. EDGE, 12" O.G. FIELD PU5HBUTTON 5WITGH - GARAGE DOOR I/2" GYPSUM WALLBOARD w/ 5d NAILS EXHAUST FAN 51N67LE UNIT EXHAUST FAN 4 LIGHT AT T O.G. EDGE 4 FIELD UNBLOCKED 22OV DUPLEX RECEPTACLEF UNDERCOUNTER RECEPTACLE 5/5" 6YP5UM WALLBOARD w/ bd NAILS AN "F" BY TI'M 5YMBOL5 DENOTES FLUOR FIXTURE AT T O.G. EDGE 8 FIELD UNBLOCKED PUSHBUTTON 5WITGH - DOORBELL IV GEMENT PLASTER OVER EXPANDED IIOV SMOKE DETECTOR METAL OR WOVEN WIRE LATH w/ NO. 16 FLOOR OUTLET GAGE STAPLES, 7/8" LEG AT b" O.G. 0° 5/8" TI -II PLYWOOD SIDING w/ IOd NAILS GABLE N JACK AT 6" O.G. EDGE, 12" O.G. FIELD ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOGKING EQUAL IN 51ZE TO THE 5TUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE 5PECIFIC SHEATHING MATERIALS. ELECTRICAL 5YMBOL5 G��SED ARCy�T s * 18693 REW- $ SINGLE OUTLET RECEPTACLE -{�- OVERHEAD INCANDESCENT LIGHT U.O.N. �5 EMERGENCY LIGHT -r OAS GAS STUBOUT 1/2 HOT RECEPTACLE FOURPLEX RECEPTACLE RECESSED INCANDESCENT LIGHT U.O.N. D 4 SINGLE, THREE, FOUR 4 FIVE POLE SWITCHES DIMMER SWITCH p THERM05TAT GFI DUPLEX RECEPTACLE w/ GROUND FAULT INTERRUPT F{� WALL -MOUNT INCANDESCENT LIGHT U.O.N. PU5HBUTTON 5WITGH - GARAGE DOOR EF EF EXHAUST FAN 51N67LE UNIT EXHAUST FAN 4 LIGHT a& 220V _ U 22OV DUPLEX RECEPTACLEF UNDERCOUNTER RECEPTACLE F F AN "F" BY TI'M 5YMBOL5 DENOTES FLUOR FIXTURE PUSHBUTTON 5WITGH - DOORBELL Q IIOV IIOV SMOKE DETECTOR O FLOOR OUTLET L L AN "L" BY Ti�ESE SYMBOLS DENOTES LED FIXTURE 4 N GABLE N JACK ® IIOV SMOKE DETECTOR w/ FLUORESCENT TUBE FIXTURE FAN AND LIGHT d TELE -1 T/D TELEPHONE JACK TELEPHONE / DATA COMBO JACK ravum CARBON MONOXIDE 5EN50R CHIMES A✓_ uu DIRECTIONAL SPOTLIGHT ® GAT 6 DATA JACK220Y � DISC. FUSED 220V DISCONNECT FIRE SPRINKLER N DIRECTIONAL FLOOD LIGHT G 220V ELECTRIC, VEHICLE CHARGER 0 GD GARBAGE 015P05AL FRAM I NG LEGEND 5TD. 2x4 WALL CON5T. 5TO. 2x6 WALL CONST. INSULATED WALL CRIPPLE FRAME ATOP PLATE CONT. FRAME TO BOT. OF SCISSOR TRU55 REMOVE (E) RE51DENCE GONG. PATIO REMOVE _ f -REMOVE REMOVE (E) P05T_---------- i (E) STEP. (E) WINDOW AS-BUILT/DEMO PLAN 50ALE: I/8" = 11-0" - NOTE: WALLS TO BE REMOVED ARE SHOWN DASHED AND SHADED REMOVE (E) WALL FOR (N) 5040 WINDOW LLL FLOOR PLAN. SCALE: 1/4" = I'-0" NOTE: I. NEW WALLS SHOWN BOLD AND SHADED 2. VERIFY EACH EXISTING BEDROOM HAS A SMOKE DETECTOR SERVING THE BATHROOMS AND EACH HALLWAY HAS A SMOKE/CARBON MONOXIDE DETECTOR. ENERGY REQUIREMENT5. INSULATION I. ENTRY WALL R-21 2. 6ARA6E/HOU5E CONNECTION WALL R-13 3. ATTIC OVER (1) ENTRY R-56 4. FLOOR AT (N) ENTRY R -IQ FLr-GTRIG (I) COV. PORCH. PERMIT # BUTTE COUNTY DEVELOPPAIENT SERVICES REVIEWED FOR DE COMPLANCE REEV1510N5 I DATE O o U (�[ O O 0) u 0 0 ) Q vc v21 LO m w W m Q0) Ln 0) u¢ UO LO 11 0 U U Date: 9-2-2016 Drawn: K.G.H. Job No.: 16-060 G��SED ARCy�T s * 18693 REW- illy m �O O m m O A✓_ uu O } IL Lu f� < lu O � < Lu < ks) K O � Date: 9-2-2016 Drawn: K.G.H. Job No.: 16-060 MFRO. TRUSSES AT 24" O.C. (N) 2x BLK'O. -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — MATCH (E) RESIDENCE PLY5," PLATE. (N) 2x4 STUDS AT lb" O.C. (N) OARA Q -7E 5EGT 10N "All SCALE: 1/411 = 11-011 Ivi6 TIFS 5F.GTION 11511 VALE: 1/411 = 11-011 /—(E) GABLE END (N) TRUSSES �0. < (E) ATTIC AT 24" O.G. 10 .... ..... ............... . . ............. . .... ........... . ..... .. SHEAR FLY FROM SILL TO ROOF RAFTER Z 6ARA C5E (N) SLAB -(E) WALL FRAMING (E) FLR FRAMING -(E) CONC. SECTION licil SCALE: 1/4" = 1'-0" SECTION 110111 SCALE: 1/411 = 11-011 LEFT SIDE ELEVATION 50ALE: 1/4" = 1'-0" �-p i II 10' PLASTER (N) GARAGE Ali (E) RESIDENCE REMOVE (E) MASONRY FIREPLACE AND FLUE. LEFT 50r- E SCALE: 1/4" = 1'-0" LEVATION (E) COMP. (E) ROOF ROOF 14x24" (N) ROOF VENT (E) (E) MTL. SIDING (W :2x8 BARGE Ix2 TRIM. GUTrECOJNTY DEVELOPMENTSER VICES REV17'si'VED FO'iR CODE M," P-11AM".-j"E By MATCH PLATE HEIGHT AT EXISTING RESIDENCE 718" PLASTER, MATCH (E) RE51DENCE FINISH AND COVER. FRONT ELEVATION RV151ON5 (A I DATE AR 93 R B 0 E 00 0 < lu U ' > < c 1) u 00 a 0 0) Ru @ lu C < � � O RE U) cf) > Lb0) U) 0) U U u 0cf)u 1 AR 93 R B Date: q-2-2016 Drawn: K.G.H. Job No.: lb-ObO Sheet: of: < lu > < Lu O< lu < � � O z Date: q-2-2016 Drawn: K.G.H. Job No.: lb-ObO Sheet: of: LINE 5: -SILL NAILINC? -Ild AT b" O.G. -AB-1/2"A0" T45 AT 54" O.G. PROVIDE TITAN 1/2" BOLTS H/ 4" EMBEDMENT IN BETWEEN (E) AB FOR REQUIRED SPACING. FOUNDATION FLAN 0 E0 0 PERMT�_ BUTT E GOUN-ri/ DEVI-'-- )'P M, f: FF SERVICES N 0 N u RGVEV"'kf OR SCALE: 1/4" = 1'-0" NOTE: 0 Da Mc 0 irvi, P U A N C E I. PROVIDE 1/2"A0" AB AT 12" O.C. BY 2. PROVIDE 5"Z"A/4" 5TL KA5HER5 AT EACH A5. 5. NOTIFY ARCHITECT TO VISUALLY INSPECT INSTALLATION OF ANY EPDXY INSTALLED BOLTS. < 518"O ALL THREAD PV 5/4"0 DRILLED HOLE PV TEMBEDMENT INTO CONC. K/ 5IMP50N SET EPDXY SYSTEM I REV151ON5 (i� I DATE 1W O O Vf- O OL 04 ARP / No. 93 R - 0 E0 0 N 0 N u -r- 0) U 00 a ,-, IZ- ou) m @) LO Lo c: < to (y) 7 Ld F- 3 � Oz r cmLil � N 0) LO LO 0) Uj LTJ Lo o"IR .1 U 0 T (y) u ARP / No. 93 R - Date: 5-2-2016 Drawn: K.O.H. Job No.: l6-060 Sheet: of: o�� < 3 � Oz � �< Date: 5-2-2016 Drawn: K.O.H. Job No.: l6-060 Sheet: of: ROOF PLAN SCALE: 1/4" = 1'-0" P RC 14' U.Co. rl=LV. 2. ATTIC VENTILATION 4134 5.1`1300 = 5.11 51= /2 = 1.56 5.1'. HIGH VENT5: (1) 14x24 = 1.44 5.1=. (1) 12" DORMER = .58 2.02 51=. > 156 LOH VENT5: 136/31 = 5.03 - b VENT5 MIN. 3-1/2"x12-1/2" PERMIT BUTTE. COUNTY `.11 saREt.i S17RViGES REVEWE',D) FOR C 0 D E C 0 lkil, P 'elidgN�6,Cp. REVISION5 (E I DATE M 441 0 E 0 0 N 0 O U � 0) U -c 00 0 O � Z 0 0) LO 0 Lm � � O LO ul N 0) LO (n 0) W x < W () U d LOU 0 :c m u M 441 Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 Sheet: of: O � � O � Z � � O Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 Sheet: of: L--__ --- __ _ ___ TABLE 2304.9.1 FASTENINS Sr�A_F CONNECTION FASTENING'p LOCATION I. Joist to sill or girder 3 - 8d common (21/2' x 0.131') Carpet pad adhesives (see Section 2306.10.4.1, Table 2308.10.4.1) 3 - 3' x 0.131' nails toenail 33. Fiberboard sheathing' 3 - 3"14 staples two nail 2. Bridging to joist 3 - 8d common (2 1/2' x 0.131") 50 14. Rafter to plate 3 - 3' x 0.131' nails toenail tach end (see Section 2308.10.1, Table 2308.10.1) 3 - 3' 14 gage staples toenail 3. I" x 6" subfloor or less to each joist 3 - 8d common (2 1/2' x 0.1311) two nail 4. Hider than I' x 6' subfloor to each joist 3 - 8d common (2 1/2' x 0.1311 face nail 5. 2' subfloor to joist or girder 2 - I6d common (3 1/2' x 0.162') blind and face nail 6. We plate to joist or blocking I6d 01/2' x 0.050) at 16" o.c. Floor coatings 21. 1" x S' shocithing to each bearing 3" x 0.01' nails at 8' o.c. typical face nall 22. Hdar than I' x 8" sheathing to each bear 3" 14 gage staples at 12' o.c. face nail Solt plate to joist or blocking at braced wa ane 3" - I6d (31/2" x 0.135') at I6" 24' o.c. 550 4 - 3' x 0.131" nails at 16" braced wall panels Special purpose contact adhesive 4 - 3' 14 gage staples per 16' of'. 1. Top plate to stud 2 - Ibd common (3 1/2' x 0.1621 250 SUBSTRATE SPECIFIC APPLICATIONS 3 - 3' x 0.131" nails end nail 30 3-3'14 gage staples on opposite sides 8. Stud to sole plate 4 - 8d common 0 1/2' x 0.1627 Wood Flooring adhesive 30 4 - 3' x 0.131" roils toenail I. If an adhesive Is used to bond dissimliar substrates 3 - 3' 14 gap staples 130 550 25. 2' planks 2 - I6d common (3 I/2' x 0.162') at each bear 26. Collar tie to rafter 3 - 3" x 0.131" nails end nail swimming pool coatings 3 - 3' 14 gage staples face nail q. Double studs l6d 01/2' x 0.135") at 24" o.c. 420 21. Jack rafter to hip 3" x 0.131' nail at 8' o.c. face nail 215 3" 14 cjaqe staple at 8" o.c. toenail 10. Double top plates Ibd (31/2' x 0.1357 at 16" o.c. 3' x 0.131" nail at 12' o.c. typlcal face nail 3' 14 gage staple at 12' o.c. face nail Double top plates 8-Ibd common (31/2' x 0.1627 28. Roof rafter to 2-4 ridge bean 12 - 3' x 0.131' nails lap slice 12 - 3" 14 gage stoplas toenail II. BlockIng between joists or rafters to top plate 3 - 8d common (2 1/2' x 0.131") 3 - 3" x 0.131' nails toenail 3 - 3' 14 gage staples two mail 12. Rh joist to top plate 8d (2 1/2" x 0.017 at 6' o.c. 241. Jolst to band joist 3" x 0.131" nail at 6' o.c. toenail 3" 14 gage staple at b' o.c. face nail 13. Top plates, laps and Intersections 2 - I6d common (31/2' x 0.1621 30. Ledger strip 3 - 3" x 0.131' nails face nail 3 - 3" 14 gage staples two nail 14. Continuous header, two plows 16d common (31/2' x 0.162') Ib' o.c. al 15. Calling joists to plate 3 - 8d common (2 1/2' x 0.131") Subfloor, roof and wall sheathing (to framing) 5 - 3' x 0.131' nails toenail 5-3'14 gage staples 16. Continuous header to stud 4 - 8d common (21/2" x 0.131') toenail I1. Gelling joists, laps over patitkms 3 - 16d common 01/2' x 0.162') minimum, (sae Section 2308.10.4.1, Table 2308.10.4.1) Table 2306.10.4.1 4 - 3' x 0.131" nails foto nail 4 - 3' 14 gage staples CONNECTION FASTENING'" LOCATION 18. Galling joists to parallel rafters 3 - 16d common (31/2" x 0.1620) minimum, Carpet pad adhesives (see Section 2306.10.4.1, Table 2308.10.4.1) Table 2306.10.4.1 150 33. Fiberboard sheathing' 4 - 3' x 0.131' nails two nail 60 4 - 3' 14 gage staples 50 14. Rafter to plate 3 - 8d common (2 1/2' x 0.131") VGT and asphalt tile adhesives (see Section 2308.10.1, Table 2308.10.1) 3 - 3' x 0.131" nails toenail cove base adhesives 3 - 3" 14 gage staples Multipurpose construction adhesives 20. 1" diagonal brace to each stud and plate 2 - 8d common (21/2' x 0.1317 100 34. Interior paneling 2 - 3' x 0.131" mils Pace nail 50 3 - 3" 14 gage "[as Floor coatings 21. 1" x S' shocithing to each bearing 3 - Sd canvm (2 1/2' x 0.131") two nail 22. Hdar than I' x 8" sheathing to each bear 3 - 8d common (21/2' x 0.131") face nail 23. Built-up corner studs I6d common (31/2' x 0.162") 24' o.c. 550 3" x 0.131' nails 1610.6. Special purpose contact adhesive 3" 14 gap staples 116" of'. 24. Built-up girder and beans 20d common (4' x 0.192") 32' o.c. 250 SUBSTRATE SPECIFIC APPLICATIONS 3" x 0.131' nail at 24" o.c. two nail at top and bottom staggered 30 3" 14 gage staple at 24' o.c. on opposite sides Porous material (except wood) 2 - 20d common (4' x 0.14127 Wood Flooring adhesive 30 3 - 3" x 0.131" nails face rail at ends and at each splice I. If an adhesive Is used to bond dissimliar substrates 3 - 3" 14 gage staples 130 550 25. 2' planks I6d common 01/2' x 0.162") at each bear 26. Collar tie to rafter 3 -10d common (3' x 0.140 450 swimming pool coatings 4 - 3' x 0.131" nails face nail 100 4 - 3' 14 gap staples 420 21. Jack rafter to hip 3 - IOd common (3' x 0.1487 Wood coatings 215 4 - 3' x 0.131" nails toenail Zinc -rich primers 4 - 3' 14 gage staples 2 -16d common 01/2' x 0.1621) 3 - 3" x 0.131' nails face nail 3 - 3' 14 gage staples 28. Roof rafter to 2-4 ridge bean 2 -16d common (3 I/2' x 0.1627 3 - 3" x 0.131" nails toenail 3 - 3' 14 gage staples 2 - I6d common 01/2' x 0.1627 3 - 3' x 0.131" nails two mail 3 - 3" 14 gage staples 241. Jolst to band joist 3 - I6d common (3 I/2' x 0.1627 4 - 3' x 0.131" nails face nail 4-3' 14 gage staples 30. Ledger strip 3 - I6d common (31/2' x 0.162") 4 - 3' x 0.131" nails two nail 4 - 5114 gage staples 31. Wood structural panels and particleboard" 1/2" and loss 6d'J Subfloor, roof and wall sheathing (to framing) 2 3/6' x 0.113' nail" 1 3/4' 16 gage° Iq/32' to 3/4' 8d° or bd' 23/62x0.113'naiP 2' 16 gagoF 1/8" to is Sd° 11/8" to 1 1/4" IOd' or 8d° Single Floor (combination subfloor-underlcyment to framing) 3/4'and less 6d' 1/8' to in Be I I/8' to 1 1/4" IOd' or 8d' CONNECTION FASTENING"" LOCATION 32. Panel siding (to framing) 1/2" or less 6d' Carpet pad adhesives 50 5/8" 8d' 150 33. Fiberboard sheathing' 1/2" No. 11 gage roofing nail" Rubber floor adhesives 60 6d common null (2' x 0.1131 50 Geromic tile adhesives No. 16 gage staple' VGT and asphalt tile adhesives 50 25/32' No. 11 gage rooWq nail" 50 cove base adhesives W common nail (2 W x 01311 Multipurpose construction adhesives 10 No. 16 gage staple' 100 34. Interior paneling 1/4" 4dJ Other adhesives not specifically listed 50 3/8' 6d' Floor coatings For 51: I Inch = 25.4 mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at b inches on center at edges, 12 Inches at Intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall shoothhg are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113'; 8d - 2 1/2" x 0.131'; IOd - 3' x 0.146"). d. C limon (6d - 2' x 0.113"; 8d - 2 1/2" x 0.131'.10d - 3' x 0.1480). e. Deformed shank (6d - 2' x 0.113"; 8d - 2 1/2" x 0.131"; IOd - 3" x 0.148'). f. Corrosion-rosistant siding (6d - 11/8' x 0.106'; 8d - 2 3/8' x 0.1287 or casing (6d - 2" x OAgq'; 8d - 2 I/2" x 0.1137 nail. g. Fasteners spaced 3 Inches on center at exterior edges and b Inches on center at htermedlate supports, when used as structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 Inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 1/16 -Inch -diameter head and 11/2 -inch length for 1/2 -Inch sheathing and 13/4-hah length for 25/32 -Inch sheathhg. 1. Gorroslon-resistant staples with nominal 1/16 -inch crown aid I 1/6 -inch length for 1/2 -inch sheathing and 11/2 -Inch length for 25/32 -inch sheathing. Panel supports at 16 fiches (20 inchas F strength axis In the long direction of the panel, nmlass otherwise marked). J. Casing (I 1/2" x 0.060") or finish 0 1/2' x 0.0127 nails spaced 6 Inches on panel edges, 12 Inches at intermediate supports. k. Panel supports at 24 Inches. Casing or finish nails spaced 6 Inches on panel edges, 12 Inches at Intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2' x 0.1137 are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 1/16 inch. n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 6 inches at intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 Inches at htermedlate supports for subfloor and wall sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports for roof shcathhg. p. Fasteners spaced 4 Inches on center at edges, 8 inches at Intermediate supports. - - ___L________L_ 2016 GREEN CODE COMPLIANCE RESIDENTIAL MANDATORY MEASURES SECTION 301 - GENERAL I.I. ADDITIONS AND ALTERATIONS: The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. NOTE: On and after January I, 2014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. 3.2. WASTE DIVERSION: The requirements of Section 5.405 shall be required for additions and alterations whenever a permit is required for work. 4.1. MINIMUM REHABILITATED LANDSCAPE AREA REQUIREMENT FOR EXISTING SITES: A minimum rehabilitated landscape area equal to 15 percent of the footprint area of a new building or of an addition to an existing building shall be provided and comply with Section 5.304.6 EXCEPTIONS: I. The new building or addition to an existing building is less than 1,600 square feet in floor area. 2. The entire existing site's irrigated landscape areas are in full compliance with Section 5.304.6 3. The new building or addition to an existing building is to be, partially or entirely constructed on on existing irrigated landscape or turf lawn area which is not in compliance with the current MHELO requirements and is equal to or greater than the minimum rehabilitated landscape area requirement of Section 301.4.1 SECTION 4.106 - 51TE DEVELOPMENT I. GENERAL: Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 2. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION: Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one ore more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site: I. Retention basins of sufficient size shall be, utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 3. GRADING AND PAVING: Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. EXCEPTION: Additions and alterations not altering the drainage path. 4. ELECTRIC, VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION: New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (E\/5E) shall be Installed in accordance with the California Electrical Code, Article 625. 4.1. NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size I (nominal I -Inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of on EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.1.1. IDENTIFICATION: The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". SECTION 4.303 - INDOOR WATER L15E I.I. WATER CLOSETS: The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.5. EPA Hater5en5e Specification for Tank -type Toilets. 1.3. SHOWERHEADS I. SINGLE 5HOWERHEAD: 5howerhead5 shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. 5howerheads shall be certified to the performance criteria of the U.S. EPA Hater5ense Specification for 5howerheads. 2. MULTIPLE SHONERHEAD5 SERVING ONE 5HOHER: When a shower is served by mor than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. NOTE: A handheld shower shall be considered a showerhead. 1.4. FAUCETS I. RESIDENTIAL LAVATORY FAUCETS: The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4. KITCHEN FAUCETS: The maximum flow rate of kitchen faucets shall not exceed 1.5 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.5 gallons per minute at 60 psi. NOTE: Mere complying faucets are unavailable, aerators or other means may be used to achieve reduction. SECTION 4.304 - OUTDOOR HATER USE I. OUTDOOR POTABLE HATER USE IN LANDSCAPE AREAS: After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options: I. A local water efficient landscape ordinance or the current California Department of Hater Resources' Model Hater Efficient Landscape Ordinance (MHELO), whichever is more stringent; or 2. Projects with aggregate landscape areas less than 2,500 square feet may comply with the MHELO's Appendix D Prescriptive Compliance Option. NIOTE5: I. The Model Hater Efficient Landscape Ordinance (MHELO) and supporting documents are available at: http://www.water.co.gov/wateruseefficiency/landscapeordinance/ 2. A water budget calculator is available at: http: //www.v4atcr.co.gov/wateruseefficiency/landscapeordinance/ SECTION 4.406 - ENHANCED DURABILITY AND REDUCED MAINTENANCE I. RODENT PROOFING: Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. SECTION 4.408 - CONSTRUCTION HASTE REDUCTION, DISPOSAL AND RECYCLING 1. CONSTRUCTION HASTE MANAGEMENT: Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2, 4.405.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. 2. CONSTRUCTION HASTE MANAGEMENT PLAN: Submit a construction waste management plan in conformance with Items I through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. I. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source -separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. ■ SECTION 4.406 - CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING (DONT 3. WASTE MANAGEMENT COMPANY: Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.409d NOTE: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4. WASTE STREAM REDUCTION ALTERNATIVE [LR]: Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 pounds per square foot of the building area shall meet the minimum 65 percent construction waste reduction requirement in Section 4.408.1 4.1. WASTE STREAM REDUCTION ALTERNATIVE: Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65 -percent construction waste reduction requirement in Section 4.408.1. 5. DOCUMENTATION: Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items I through 5, Section 4.408.3 or Section 4.408.4. NOTE5: I. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (CSD) processors can be located at the California Department of Resources Recycling and Recovery (ColRecycle). SECTION 4.410 - BUILDING MAINTENANCE AND OPERATION I. OPERATION AND MAINTENANCE MANUAL: At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes ail of the following shall be placed in the building: I. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, woter-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Hater reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of on interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 1. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. b. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. q. Information about state solar energy and incentive programs available. 10. A copy of all special inspection verifications required by the enforcing agency or this code SECTION 4.503 - FIREPLACES I. GENERAL: Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.5. EPA New Source Performance StandardsN P (5 5) emission limits as applicable, and shall have,. a permanent label indicating they are certified to meet the emission limits. Hoodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. SECTION 4504 - POLLUTANT CONTROL I. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION: At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetol or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris, which may enter the system. 2. FINISH MATERIAL POLLUTANT CONTROL: Finish materials shall comply with this section. 2.1 ADHESIVES, SEALANTS AND CAULKS: 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 5CAQMO Rule 1168 VOG limits, as shown In Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic 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 I pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOG standards and other requirements, including prohibitions on use of certain toxic. compounds, of California Code of Regulations, Title 11, commencing with Section 84501. 2.2. PAINTS AND COATIN65: Architectural paints and coatings shall comply with VOC limits in Table I of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOG content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-high Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.31 of the 2001 California Air Resources Board, 5ugge5tod Control Measure, and the corresponding Flat, Nonflat or Non -flat -high Gloss VOC limit in Table 4.504.3 shall apply. 2.3. AEROSOL PAINTS AND COATINGS: Aerosol paints and coatings shall meet the product -weighted MIR Limits for ROC, in Section 614522(o)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 14522(e)(1) and (f)(1) of California Code of Regulations, Title 11, commencing with Section 84520; and in areas under the jurisdiction of the Bay Area Air Duality Management District additionally comply with the percent VOC by weight of product limits of Regulation 5, Rule 4q. 2.4. VERIFICATION: Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. 3. CARPET SYSTEMS: All carpet installed in the building interior shall meet the testing and product requirements of one of the following: I. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350) 3. N5F/AN51 140 at the Gold level. 4. Scientific Certifications Systems Indoor Advantage Gold. 3.1. CARPET CUSHION: All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 3.2 CARPET ADHESIVE: All carpet adhesive shall meet the requirements of Table 4.504.1. 4. RESILIENT FLOORING SYSTEMS: More resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a GHP5 Low -Emitting Material in the Collaborative for High Performance Schools (GHP5) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguord Children $ echoois program). 3. Certification under the Resilient Floor Covering Institute (RFGI) Floor5core program. 4. Meet the Galifornia Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Ghombers," Version 1.1, February 2010 (also known as Specification 01350). S. COMPOSITE WOOD PRODUCTS: Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in ARS's Air Toxics Control Measure for Composite Hood (11 OCR 13120 et seq), by or before the dates specified inn those sections, as shown in Table 4.504.5. PF.R+h' T #___ - ----- RIITTi' C:C1UN-IF ' L` ViE.1 C`i 1,01 NT SERVICES R� I?,..� a :' � t u Q l' e R -, 0 D ?SATE ----------------------- BY - --- -- SECTION 4.504 - POLLUTANT CONTROL (CONTINUED) 5.1 DOCUMENTATION: Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: I. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see GGR, Title 11, Section 13120, et seq). 4. Exterior grade products marked or, meeting the P5-1 or P5-2 standards of the Engineered Wood Association, the Australian A5/NZ5 226q, European 636 35, and Canadian C5A 0121, G5A 0151, C5A 0153 and C5A 0325 standards. 5. Other methods acceptable to the enforcing agency. SECTION 4.505 - INTERIOR MOISTURE CONTROL I. GENERAL: Buildings shall meet or exceed the provisions of the California Building Standards Code. 2. CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by the California Building Code, Chapter Iq or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 2.1. CAPILLARY BREAK: A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch -thick 001.6 mm) base of 1/2 inch (12.1 mm) or larger clean aggregate shall be provided with a vapor retarder in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, AGI 302.2R -O6. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 3. MOISTURE CONTENT OF BUILDING MATERIALS: Building materials with visible signs of water damage shall not be installed. Hall and floor framing shall not be enclosed when the framing members exceed Iq-percent moisture content. Moisture content shall be verified in compliance with the following: I. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1211 mm) from the grade stamped end of each piece to be verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturer's drying recommendations prior to enclosure. SECTION 4506 - INDOOR AIR QUALITY AND EXHAUST I. BATHROOM EXHAUST FANS: 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. a. Humidity controls shall be capable of adjustment between a relative humidity range of 950 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be, integral (i.e., built-in). NOTES: I. For the purposes of this section, a bathroom is a room which contains a bathtub, shower, or tub/ shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. TABLE 4304.1 ADHESIVE VOC LIMIT L2 Less Water and Less Ex t Compounds In Oram per Liter ARGHITECT[PAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood Flooring adhesives 100 Rubber floor adhesives 60 5ubfloor adhesives 50 Geromic tile adhesives b5 VGT and asphalt tile adhesives 50 Drywall and panel adhesives 50 cove base adhesives 50 Multipurpose construction adhesives 10 Structural glazing adhesives 100 5ingle-ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS Floor coatings PVC, welding 510 GPVG welding 4410 A55 welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Pretreatment wash primers Metal to metal 30 Plastic foam 50 Porous material (except wood) 50 Wood Flooring adhesive 30 F(berglass b0 I. If an adhesive Is used to bond dissimliar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOG content specified in this table, see South Coast Air Quality Management District Rule 1168. TABLE 4504.2 SEALANT VOC LIMIT Less water and Less Exempt Compounds In Grams oar LIQ SEALANTS VOC LIMIT Architectural 250 Marine deck lb0 Nonmembrane roof 300 Roadway 250 5ingle-ply roof membrane 450 Other 420 SEALANT PRIMERS 50 Architectural - Nonpourous - Pourous 250 115 Plastic cement welding 500 Adhesive primer for plastic 160 Contact adhesive 150 TABLE 4304.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 20 brans of VOC per Liter of Coating Lrss Watrr rr:d I eau FYemnt rnmmniinAet COATING CATE60RY VOG LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 SPECIALTY GOATIN65 N -C Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings) 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs - Clear - Opaque 130 550 Specialty primers, sealers, and undercoaters 100 Stains 250 Stone consolidates 450 swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 215 Wood preservatives 350 Zinc -rich primers 1 340 I. Grams of VOC, per liter of coating, including water and including exempt compounds 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February I, 2008. More information is available from the Air Resources Board. TABLE 45045 FORMALDEHYDE LIMITS' Maximum Formaldahyde Emissions in Pats per Million PRODUCT CURRENT LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 1 0.05 articleboord O.Oq Medium density fiberboard I 0.11 Thin medium density fiberboard 2 1 0.13 I. Values In this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tasted in accordance with ASTM E 1333-416 (2002). For additional Information, see California code of Regulations, Title 11, sections g3120 through 41312012. 2. This medium density fiberboard has a maximum thickness of 6 mm. REV151ON5 F DATE \G��StD ARCy/T CA S *1 3 * RE %PID T9�F r7F CAI-`�O���Q lo- co 1 .0 m Itym O OL X V .. X ,t 6. < ■ U O L LU c, < __J (3 X LU ty<IS) K0� O LU Ix � ` Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 O o . %° U r, U N -C , 00 O ti „ 1-11 O 0) U Q o '_ M - u.i a iii r Q Lo Wrn wU IL Q U O QQ dam' U Rl� x �1 m U \G��StD ARCy/T CA S *1 3 * RE %PID T9�F r7F CAI-`�O���Q lo- co 1 .0 m Itym O OL X V .. X ,t 6. < ■ U O L LU c, < __J (3 X LU ty<IS) K0� O LU Ix � ` Date: 1-2-2016 Drawn: K.G.H. Job No.: 16-060 ROOF SHED 2x BLOCK CII/ /1 ICG AT =1 r L 1/1" r>=L 1 !P I IKIr N PROVIDE EDGE NAILING _ _ _ WHERE APPLICABLE N.6. —I I I—I 11=I 1=1( #4 BART#B �� �I1=WE —_— — SHEARWALL, SEE PLAN 10 1/2" 6" 101/211 FOR MORE DETAILED m INFORMATION I I, I III -I TYPICAL PERIMETER NOTE: FOOTING REFER TO PLANS FOR PLYWOOD EDGE NAILING NOTE: REFER TO TYPICAL. 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