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Home My WebLink AboutCDP 2017-0068; CIARMOLI RESIDENCE; Planning Commissionj II V) w 0 5 "' w V) Cl z F( ~ ·~ ~ T • .lJ z Cl iii w 0 .; :,; "-0 I-z w V) z 0 0 ~ ~ 0 w V) V) w "' a. X w w jE I-:::, 0 iE I~' §: >-,_ ll "' . <( i 11.. \'. 0 ~ jE •~' >-z[ <, 0 ,; I-;,1 0 '0 w zt, (j s vi ,'. V) <( ~ "I w )' a, 0 I-l'i, >-w I I- w "' <( "' 0 z ti I!/ ~ ~r i ~ >- <( r ,. ., >-,_;; z <( z 0 l'5 z <( I 0 "' 0 0 ~ !ti 0 0 0 w 0 :::, 0 0 "' e; "' w a, i=' I- 0 z w "' <( tl z ;tr <( ; 0::. ': 0 0 l.·--1 z <( Vl t· z ,, j a. w ~ I I- ~P' Cl : ~ 4 a. 01 (.) ii ,. <( .J t5 :,; :,; 0 8i "' it1 0 t:" .._, /o Z fl 5 "' ~ "' ~fl . ' "., <<:c:_;o.42>--'·"''., FIRE RESISTIVE CONSTRUCTION NOTES: I, EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS AND OPENINGS WITHIN DOORS SHALL BE DUAL-GLAZED UNITS WITH A MINIMUM OF ONE TEMPERED PANE OR SHALL BE GLASS BLOCK UNITS OR SHALL HAVE A F,RE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES. GLAZING FRAMES MADE OF VINYL SHALL HAVE WELDED CORNERS AND METAL REINFORCEMENT IN THE INTERLOCK AREA (MILGUARD). 2. EAVE CONSTRUCTION SHALL BE PROTECTED ON THE EXPOSED UNDERSIDE BY MATERIALS APPROVED FOR A MINIWUM OF 1 HOUR CONSTRUCTION OR 2 INCH LUMBER OR I INCH FIRE-RETARDANT-TREATED LUMBER OR ~ INC~ FIRE-RETARDANT-TREATED PLYWOOD. FASCIAS SHALL BE PROTECTED ON THE BACKSIDE BY MATERIALS APPROVED FOR A MINIMUM OF ONE HOUR CONSTRUCTION OR 2 INCH LUMBER. 3. PAPER FACED INSULATION IS NOT PERMITTED IN ATTICS OR OTHER VENTILATED SPACES. 4. NO ATTIC VENTILATION SHALL BE PERMITTED IN SOFFITS, RAKES OR EAVE OVERHANGS . 5. IN ROOF COVERINGS WHERE THE PROFILE ALLOWS A SPACE BETWEEN TrlE ROOF COVERING AND ROOF DECKING, THE SPACE AT THE EAVE ENDS SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRE-STOPPED WITH APPROVED MATERIALS (E.G. NON-COMBUSTIBLE BIRDSTOP FOR CURVED TILE), OR HAVE ONE LAYER OF 72 POUND MINERAL-SURFACED NON-PERFORATED CAP SHEET COMPLYING WITH ASTM D3909 INSTALLED OVER ThE COMBUSTIBLE DECKING. 6. WHEN REQUIRED BY CHAPTER 7A, ROOF AND ATTIC VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE OR SHALL BE PROTECTED BY CORROSION RESISTANT NON-COMBUSTIBLE WIRE MESH WITH OPENINGS OF f ITS EQUIVALENT. (USE O'HAGEN ER) 7. EXTERIOR DOORS SHALL BE APPROVED NON-COMBUSTIBLE CONSTRUCTION, SOLID-CORE WOOD NOT I_ESS THAN 1 i" THICK, OR HAVE FIRE PROTECTION RATING OF NOT LESS THAN 20 MINUTES. 8. PROJECTIONS SUCH AS DECKS, CARPORTS, BALCONIES, PATIO COVERS, ETC., SHALL BE OF NON-COMBUSTIBLE, FIRE-RETARDANT TREATED WOOIJ, HEAVY TIMBER (6X8 OR GREAITR) CONSTRUCTION, OR ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. FRX FIRE RETARDANT TREATED WOOD. ICC-ES# ESR-1159. 9, EXPOSED VALLEY FLASHING SHALL BE AT LEAST N0.26-GAUGE CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. 10. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS. 11. ANY PORTION OF FENCE OR OTHER STRUCTURE WITHIN 5' -0" OF THE BUILDING SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL OR APPROVED EXTERIOR FIRE-RETARDANT WOOD OR l~ATERIAL THAT MEETS THE SAME FIRE-RESISTIVE STANDA,DS AS THE WALLS OF THE BUILDING. 12. SKYLIGHTS SHALL BE TEMPERED GLASS. 13. ROOF COVERING SHALL NOT BE LESS THAN A CLASS "A" ROOF ASSEMBLY. 14. ALL EXTERIOR ATTACHED OVERHEAD COVERS FOUR-FEET OR GREATER IN DEPTH, SflALL BE EQUIPPED WITH AN APPROVED EXTERIOR FIRE SPRINKLER HEAD (TEFLON OR WAX COATED). 15. THIS PARCEL IS LOCATED WITHIN THE VERY HIGH FIRE HAZARD AREA OF THE CITY AND IS NEW CONSTRUCTION THEREFORE, CALIFORNIA BUILDING CODF CHAPTFR 7 A WII I APPLY. 17. IGNITION-RESISTANT CONSTRUCTION, CLASS 1, IS REQUIRED. (MATCHING EXISTING STUCCO MEETS THIS REQUIREMENT) 18. EXTERIOR WALL FINISHED MATERIAL SHALL BE NON-COMBUSTIBLE AND COMPLY WITH THE CALIFORNIA BUILDING CODE (E.G. STUCCO, MASONRY, CEMENT FIBER BOARD, HEAVY TIMBER, ETC.) IN ADDITION, AL_ EXTERIOR WALLS ARE REQUIRED TO BE PROTECTED WITH TWO-INCH NO~INAL SOLID BLOCKING BETWEEN THE RAFTERS AT ALL ROOF OVERHANGS, WOOD SHINGLE AND SHAKE WALL COVERINGS SHALL BE PROHIBITED. APPENDAGES AND PROJECTIONS ATTACHED TO A STRUCTURE SUCH AS EXTERIOR BALCONIES, CARPORTS, DECKS, AND PATIO COVERS SHALL BE CONSTRUCTED TO MAINTAIN THE Flc<E-RESISTIVE INTEGRITY OF THE EXTERIOR WALLS. SUCH APPENDAGES AND PROJECTIONS SHALL MEET THE REQUIREMENTS FOR ALL SETBACK AND FUEL MODIFICATION ZONES. ~OTE: TYPE IV HEAVY TIMBER CONSTRUCTION NOMINAL SIZES: MINIMUMS: 4XB JOISTS, 4X10 OR 6X8 BEAMS, 3X LEDGERS NOTE: EXISTING "NON-COMPLIANT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLON OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE 1 GALLON OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER ~INUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407 NOTE: NO LANDSCAPE IS PROPOSED NOTE: EXISTING GRADE TO REMAIN / / / LIGHT HATCH INDICATES MAIN FLOOR ADDITION NOTE: PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2016 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER '"'' .. . f,,/1;i+}... -;+;>:?:o.· EARTHWORK VOLUMES CUT FILL IMPORT EXPORT : REMEDIAL : 10 CU. YD. 33 CU. YD. 0 CU. YD. 0 CU. YD. 62 CU. YD. 3lf!:,~-. , -> ',',',s.-Ch-"-"' . g,:;:· LOT COVERAGE CALCULATIONS EXISTING HOUSE NET LOT AREA : 2.820 SQ, FT, : 20,727 SQ, FT. _,Y"-·i:"' EXISTING BUILDING COVERAGE : 2,820/20,727 = 13.6 % 5,367 SQ, FT. j."';;. IMPERVIOUS SURFACE CALCULATIONS EXISTING HOUSE W/GARAGE EXISTING DRIVEWAY EXISTING WALKWAY TOTAL EXIST. IMPERVIOUS AREA 2,820 SQ, FT. 1.703 SQ. FT. 161 SQ, FT. 4,684 SQ. FT. LOT AREA : 20,727 SQ. FT. PROPOSED MAIN HOUSE PROPOSED A.D.U. 581 SQ. FT. TOTAL EXISTING IMPERVIOUS AREA : 4,684/20,727 = 22.6% % TOTAL 5,948 SQ. FT. I PROPOSED BUILDING COVERAGE : 5,948 /20. 727 SQ, FT. = 29% [ PROPOSED MAIN HOUSE PROPOSED A.D.U. PROPOSED DRIVEWAY TOTAL NEW IMPERVIOUS AREA LOT AREA 5,367 SQ, FT. 581 SQ, FT. 766 SQ, FT. 6,714 SQ. FT. 20,727 SQ. FT. I TOTAL NEW IMPERVIOUS AREA :6;714/20,727 SQ, FT. = 32.4% [ --/ / / / / / / ---. . .. . ~ . _,,,./,/ _,,,./ .· . ---- . Ir '? ~'i,\t>"-11~ "i,I)""' 0 / ;,..,.--· / / / / ,..... 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' -. . • " '\ ~-0' \c) \ ~\ tP \ ~ \ oU \ <;r ~• ,\ <;._ ~ ::, -~ \ ,\ '-" ~ \S... ~ \\~ ·r:.. ~ir Q -. ,\ ~ \ n -0 ,._\ ... 0 0 0 \ i \ ~\ .<2, 'G> i<' ' ~ <" V -0 :,z ~ ---------• PORTION OF (E) <'---_ . DRIVEWAY TO BE . .. '.-. ' . ' . • .. =?,'77:15' :·,.; •. · ,;,275 5,· .·· - ·> a·,-.... __ ..•••. \ o, / ~ 0 9>" • <P. \ i~, ~\ ~ «l ~ ', -:_~EMOVE[) FROM R,O.W .. . ,.,..,., ""' -;';·(".i\i· ,, -', ', ~ > "'t.. I I> '.2.6 -~ 'o "'''~475,5, 0< r,'d\' . ~ 2-• □n-2•7.J:S' . • • . .· ·.· ... =· ·.: · .. -..,, • ·'" ✓.:: ·•• _ _};_· __,.. s'f-.\S' . ,,,__ 1', . • . . . --'Y,1' . ' . \ t'. .• . < :.;.\ ~ ~. .. · 'i ·. -i<'r-.. '\c/;. ,' I I ·•·cN) PECK . • FFE=288:5' , __,.. ...-::., o"r \,..\". ;<;-7 __,.. L£( )} -·• , ci!i\ :, JitlSJ'•' ....,;:: ;~ w~,u ~ t.- 's1~ 0 c ---- --... --... .,. --... --... FF=287' ..£...IV. 0 f' S":;;;,:, f:,vlS n,uc0 ~ r '--.! >· --~-:_ ,. ' ' ·:, \ \ ®" \ SEWER C.O. ~O \ . \'S, (l) \'o 'f-. \ ___;, s . ~ • \ \ ' -0 :,z ,<'l -~ -~ ,i;. ~ 't- -0 \ii ~ G> \ -. ~\ ~\ I I I . • · 1/(;-((lt)R.t,G~ BELOvJ; -.lt'.t:':,-, 1%::t,. -.:· \ \\ "\ \ \ '\ \ \ (f) _, _, ~ • 0 0, o. N £ -.I 0 0 • C, f\"\ I 02 (') -;:; \ "1'"' N ~-\ \ I;;;' I I I I I"') ol . (f) I EXIST .. A.C. SURFACE TO REMAIN ·. < ~I IS I;;;' ~ I I < I I .....-~ < I_ - \ ~ .....- )... "i \ .,,,,__'" 1\ . . . . \ \ \... .....-\ \ f.l \ ....--1. I\ . FFE=275' < 1\ ., . PAD=274' · FFE=274.5' \ \ '"'.\ \ .....- 1\ \ < \ .....- \ _....-I -:::_.--· -- k:: .j, o-.6;::2Z~ ; ,, (N) PATIO FFE=287' \ < < \ < ~ .....--· .....- .....--o .....-'\ ...-c-.....- s(.1 BP... C \<.. < .....-.....- ' . _;_.,,,-' -~ < IN ,6s.os ~ ~ -, {Ji f.,.E,' s '2. ~----PROPOSED RAISED FLOOR A.D.U. " ..._. UNDER SEPARATE PERMIT CDP2017-0069 PLOT .....----- \ \ ~\ I;;;' 'II -I v' ---.....- \ \ \ \ \ ~\ \ \ \ .....- ~..-tr"-~ - ·t. \ 0 \\ \ '2i .. t-,) 11__.-~--.; 0' ~. ,:,0 \\ ~ 0 0 '-' -0 \ % ~ (--·i~ \ ------- \ -. c_ ____ EXISTING EARTHEN SWALE TO DRAIN PLAN TO EXISTING VE GET A TED AREA LEGEND: L___ ARROW INDICATES DIRECTION OF .....--SURFACE WATER DRAINING TO EXISTING VEGETATED AREAS 1 " = 1 o' -o" \ \ "' \ \\ i \\ ' \ ' \ ' \ NORTJ-T CDP 2017-0068 ·-= --,,:iddh. Owner Information OWNER: DINO & SUSAN CIARMOLI ADDRESS: 4205 SKYLINE ROAD, , . CARLSBAD, CA 92008 I PHONE: (949) 683-1455 • REPRESENTATIVE: DEREK BERG -MADESIGN [ & DRAFTING SERVICES 14168 POWAY RD. STE. 104, POWAY, CA, 92064 (760) 390-0007 EXT. 2 DEREK@MADESIGNING.COM Development Summar · · PROJECT ADDRESS: 4205 SKYLINE ROAD, CARLSBAD, CA 92008 ' A.P.N. LEGAL DESCRIPTION GEN. PLAN LAND USE ZONING TYPE OF CONSTRUCTION GROSS SITE AREA r NET SITE AREA EXIST./PROPOSED USE YEAR BUILT .) BUILDING COVERAGE 207-084-0900 LOT 52, AS SHOWN ON THE CERTAIN MAP I, EN111LED CARLSBAD HIGHLANDS NUMBER -' 2, WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 2825, FILED ON DEC, 5, 1951. R-4, Residential 0-4 du/ac R-1 15000 VN-B SPRINKLERED 20,727 sq. ft. / 0.47 acres 20,727 sq. ft. / 0.47 acres S.F.D. 1961 EXISTING: 13.6% / PROPOSED: 29% :L Scope of Proiect Proposed Remodel and Addition to an Existing Single Family Dwelling ~ . r The intent of the proposed project Is to add a second story over the ' 0 eastern part of the existing structure, and add a garage and deck on the western part. The structure is designed ln a Mediterranean style, with stucco and stone veneer exterior and tile roofing. Existing Main Floor Habitable Area Existing Garage New Main Floor Habitable Area New Second Floor Habitable Area New Total Habitable Area New Patio and Deck Area 2.687 sq. ft. 447 sq, ft. 671 sq. ft. 1,391 sq. ft. 1):: New Total Garage Area ' 4. 7 49 sq. ft. 2, 189 sq. ft. 1,599 sq. ft. :'/ ' ,\ ,,heet J-1 t-1.1 't-2 ~N-1 ~N-2 AB-1 A-1 A-2 A-3 A-4 A-s A-6 Description Plot Plan Sheet Index BMP Plot Plan Existing Site Plan General Notes CalGreen Notes As-Built and Demo Plans Proposed Main Floor Plan Proposed Second Floor Plan Proposed Lower Floor Plan Elevations Elevations Sections CITY OF CARLSBAD PLANNING COMMISSION Case Name:6Jfl-UV'v~; &1Prnc.t Case No.: CD.f 'l,o1J'-t'A55 v/r' "i" Exhibit No.: _ ' Dale /Jj · /'i · /8 Code References THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES AND ASSOCIATED COUNTY OF SAN DIEGO AMMENDMENTS: 2016 CALIFORNIA RESIDENTIAL CODE (CRC) AND/OR CALIFORNIA BUILDING CODE (CBC) AS APPLICABLE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2016 CALIFORNIA ELECATRICAL CODE (CEC) 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA FIRE CODE (CFC) 2016 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) Vicinity Ma @ I" " ..... +,,,J ..... 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Lll > u ', ; 0 ~ ~ Q ;J a ~ < 2 '" 0 ~ w "' i u ~ ~ ~18 ; ~ ~ 0 ~ :Jc ~ < ~ ~ -i5 :,. ~ ~ Cl ~ "' ::1 "' "" ~ ~ ~ ~ ~1~, ~ "' ~ < ~· ~ i ~ I ~ ~ g, u ~ I ~ ~ s z ~ f3 1'i ~ Cl @ < "' ~ ,: "' I" ~ " ~ ~ 0, u ~ ~ ; 8 ~ § ~ Iii:\. A. General Applicable codes. All projects shall comply with the 2011!3 California Building Code (CBC) and/or Cafifomia Residential Code (CRC), 2016 California Green Building Standards Code (CalGreen), 2013 California Electrical Code (CEC), 2016 California Mechanical Code (CMC), 2016 California Plumbing Code (CPC), 2016 California Fire Code (CFC), 2016 California Building Energy Efficiency Standards (CBEES). A. Electrical, Plumbing, and Mechanical 1. Exterior lighting. All projects shall comply with lighting ordinance. 2. GFCI outlets. Ground Fault Circuit Interrupter (GFCI) outlets are required in bathrooms, at kitchen countertops, at laundry and wet bar sinks, in garages, in crawlspaces, in unfinished basements, and outdoors. (CEC 210.8) 3. AFCI outlets. Electrical circuits in bedrooms, living rooms, dining rooms, dens, closets, hallways, or similar rooms must be protected by Arc Fault Circuit Interrupters (AFCI). (CEC 210.-12) 4. Luminaire requirements. Installed luminaires shall meet the efficacy and fixture requirements of CBEES 150.0(k). 5. Smoke detectors in building remodels. Smoke detectors are required in each existing sleeping room, outside each separate sleeping area in the immediate vicinity of sleeping rooms, and on each story of a dwelling including basements. Battery-operated detectors are acceptable in existing areas with no construction taking place and in alterations not resulting in removal of interior wall or ceiling finishes and without access via an attic, crawl space, or basement. (CRC R314.3) 6. Carbon monoxide detectors in building remodels. Carbon monoxide detectors are required outside each separate sleeping area in the immediate vicinity of sleeping rooms and on each story of a dwelling including basements. Battery-operated detectors are acceptable in existing areas with no construction taking place and in alterations not resulting in removal of interior wall or ceiling finishes and without access via an attic, craw! space, or basement. (CRC R315.3) 7. Water heater seismic strapping. Minimum two 3/4-inch-by-24-gauge straps required around water heaters, with 1/4-inch-by-3-inch lag bolts attached directly to framing. Straps shall be at points within upper third and lower third of water heater vertical dimension. Lower connection shall occur minimum 4 inches above controls. (CPC 507.2) 8. Gas appliances in garages. Water heaters and heating/cooling equipment capable of igniting flammable vapors shall be placed on minimum 18-inch-high platform unless listing report number provided showing ignition-resistant appliance. (CPC 507.13 and CMC 305.1) 9. Impact protection of appliances. Water heaters and heating/cooling equipment subject to vehicular impact shall be protected by bollards or an equivalent measure. (CPC 507 .13.1 and CMG 305.11) 10. Water closet clearance. Minimum 30-inch-wide by 24-inch-deep clearance required at front of water closets. (CPC 402.5) 11. Shower size. Shower compartments shall have minimum area of 1024 square inches and be able to encompass a 30-inch-diameter circle. Shower doors shall have a minimum 22-inch unobstructed width, (CPC 408.5 and CPC 408.6) 12. Fireplace appliances. Fireplaces with gas appliances are required to have the flue damper permanently fixed in the open position and fireplaces with LPG appliances are to have no 'pit' or 'sump' configurations. (CMG 303.7 .1) 13. Chimney clearance. Minimum 2-foot chimney clearance required above building within 10-foot horizontally of chimney. The chimney shall extend minimum 3 feet above highest point where chimney passes through roof. (CRC R1003.9) B. Mechanical Ventilation and Indoor Air Quality (ASHRAE 62.2-2010) 14. Transfer air. Ventilation air shall be provided directly from the outdoors and not as transfer air from adjacent dwelling units or other spaces, such as garages, unconditioned crawlspaces, or unconditioned attics. (CBEES 150.0(o)) 15. Instructions and labeling. Ventilation system controls shall be labeled and the home owner shall be provided with instructions on how to operate the system. (CBEES 150.0(o)) 16. Combustion and solid-fuel burning appliances. Combustion appliances shall be properly vented and air systems shall be designed to prevent back drafting. (CBEES 150.0(o)) 17. Garages. The wall and openings between occupiable spaces and the garage shall be sealed. HVAC systems that include air handlers or return ducts located in garages shall have total air leakage of no more than 6% of total fan flow when measured at 0.1 in, w.c. using California Title 24 or equivalents. (CBEES 150.0(o)) 18. Minimum filtration. Mechanical systems supplying air to occupiable space through ductwork shall be provided with a filter having a minimum efficiency of MERV 6 or better. (CBEES 150.0(o)) 19. Air inlets. Air inlets (not exhaust) shall be located away from known contaminants. (CBEES 150.0(o)) 20. Air moving equipment. Air moving equipment used to meet either the whole-building ventilation requirement or the local ventilation exhaust requirement shall be rated in terms of airflow and sound. (CBEES 150.0(o)) a. A!! continuously operating fans shall be rated at a maximum of 1.0 sone. b. Intermittently operated whole-building ventilation fans shall be rated at a maximum of 1.0 sane. c. Intermittently operated local exhaust fans shall be rated at maximum of 3.0 sane. d. Remotely located air-moving equipment (mounted outside of habitable spaces) need not meet sound requirements if at least 4 feet of ductwork between fan and intake grill. C. Foundation and Underfloor 21. Foundation reinforcement. Continuous footings and stem walls shall be provided with a minimum two longitudinal No. 4 bars, one at the top and one at the bottom of the footing. (CRC R403.1.3.3) 22. Shear wall foundation support. Shear walls shall be supported by continuous foundations. (CRC 403.1.2) 3. Concrete slabs-on-grade. Slabs-on-grade shall be minimum 3-1/2-inches thick. (CRC R506.1) 23. Vapor retarder. A 6-mil polyethylene or approved vapor retarder with joints lapped minimum 6 inches shall be placed between a concrete slab-on-grade and the base course or subgrade. (CRC 506.2.3) 24. Anchor bolts and sills. Foundation plates or sills shall be bolted or anchored to the foundation or foundation wall per the following (CRC R403.1.6 and CRC R602.11.1): e. Minimum 1/2-inch-diameter steel bolts f. Bolts embedded at !east 7 inches into concrete or masonry g. Bolts spaced maximum 6 feet on center h. Minimum two bolts per plate/sill piece with one bolt located maxlmum 12 inches and minimum 7 bolt diameters from each end of each sill plate/piece i. Minimum 3-inch by 3-inch by 0.299-inch steel plate washer between sill and nut on each bolt 26. Hold-downs. AU hold-downs must be tied in place prior to foundation inspection. 26. Protection of wood against decay. Naturally durable or preservative-treated wood shall be provided in the following locations (CRC R317.1 ): j. All wood in contact with ground, embedded in concrete in direct contact with ground, or embedded in concrete exposed to weather k. Wood joists within 18 inches and wood girders within 12 inches of the exposed ground in craw! spaces shall be of naturally durable or preservative-treated wood I. Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 inches from exposed earth shall be of naturally durable or preservative-treated wood m. Wood framing, sheathing, and siding on the exterior of the building and having clearance less than 6 inches from the exposed ground or less than 2 inches vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surface exposed to weather n. Sills and sleepers on concrete or masonry slab in direct contact with ground unless separated from such slab by impervious moisture barrier PDS 081 (REV. 01/01/2017) D. Foundation and Underfloor (Continued) f. Ends of wood girders entering masonry or concrete walls with clearances less than 1/2 inch on tops, sides, and ends g. Wood structural members supporting moisture-permeable floors or roofs exposed to weather, such as concrete or masonry s!abs, unless separated from such floors or roofs by an impervious moisture barrier h. Wood furring strips or other wood framing members attached directly to interior of exterior concrete or masonry walls below grade except where vapor retarder applied between wall and furring strips or framing members 8. Underfloor ventilation. Underfloor areas shall have ventilation openings through foundation walls or exterior walls, with minimum net area of ventilation openings of 1 square foot for each 150 square feet of underfloor area. On such ventilating opening shall be within 3 feet of each corner of the building. (CRC R408.1) 9. Underfloor access. Underfloor areas shall be provided with a minimum 18-inch by 24~inch access opening. (CRC R408.4) E. Wood Framing 1. Fastener requirements. The number, size, and spacing of fasteners connecting wood members/elements shall not be less than that set forth in CRC Table R602.3(1). (CRC R502.9, CRC R602.3, and CRC R802.2) 2. Stud size, height, and spacing. The size, height, and spacing of studs shall be in accordance with CRC Table R602.3(5). (CRC R602.3.1) 3. Sill plate. Studs shall have full bearing on nominal 2-inch thick or larger sill plate with width at least equal to stud width. (CRC R602.3.4) 4. Bearing studs. Where joists, trusses, or rafters are spaced more than 16 inches on center and the bearing studs below are spaced 24 inches on center, such members shall bear within 5 inches of the studs beneath. (CRC R602.3.3) 6. Drilling and notching of studs. Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25% of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40% of a single stud width. Any stud may be bored or drilled, provided the diameter of the resulting hole is no more than 60% of the stud width, the edge of the hole is no more than 5/8 inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. Studs located in exterior wall or bearing partitions drifted over 40% and up to 60% shall also be doubled with no more than two successive studs bored. (CRC R602.6) 6. Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and at intersections with other partitions. End joints in double top plates shall be offset at least 24 inches. Joints in plates need not occur over studs. Plates shall be minimum nominal 2 inches thick and have width at least equal to width of studs. (CRC R602.3.2) 7. Top plate splices. Top plate lap splices shall be face-nailed with minimum 8 16d nails on each side of splice. (CRC R602.10.8.1) 8. Drilling and notching of top plate. When piping or ductwork is placed in or partly in an exterior wall or interior load-bearing wall, necessitating cutting, drilling, or notching of the top plate by more than 50% of its width. a galvanized metal tie not less than 0.054-inch thick and 1-1/2-inches wide shall be fastened across and to the plate at each side of the opening with not less than 8 10d nails having a minimum length of 1-1/2 inches at each side or equivalent. The metal tie must extend minimum 6 inches past the opening. (CRC R602.6.1) 9. Cripple walls. Foundation cripple walls shall be framed of studs not less in size than the studding above. Cripple walls more than 4 feet in height shall have studs sized as required for an additional story. Cripple walls with stud height less than 14 inches shall be sheathed on at least one side with a wood structural panel fastened to both the top and bottom plates in accordance with Table R602.3(1), or the cripple walls shall be constructed of solid blocking. Cripple walls shall be supported on continuous foundations. (CRC R602.9) 1 O. Wall bracing. Buildings shall be braced in accordance with the methods allowed per CRC R602.10.2, CRC R602.10.4, and/orCRC R602.10.5. 11. Braced wall line spacing. Spacing between braced wall lines shall not exceed 20 feet or alternate provisions of CRC R602.10.1.3. 12. Shear wall cumulative length. The cumulative length of shear walls within each braced wall line shall meet the provisions of CRC Table R602.10.3(1) for wind loads and CRC Table R602.10.3(2) for seismic loads. (CRC R602.10.1.1) 13. Shear wall spacing. Shear walls shall be located not more than 25 feet on center. (CRC R602.10.2.2) 14. Shear wall offset. Shear walls may be offset out~of~plan not more than 4 feet from the designated braced wall line and not more than 8 feetfrom any other offset wall considered part of the same braced wall line. (CRC R602.1 0.1.2) 15. Shear wall location. Shear walls shall be located at the ends of each braced wall line or meet the alternate provisions of CRC R602.10.2.2. 16. Individual shear wall length. Shear walls shall meet minimum length requirements of CRC R602.10.6.5.1. 17. Cripple wall bracing. Cripple walls shall be braced per CRC R602.10.11. 18. Shear wall and diaphragm nailing. All shear walls, roof diaphragms, and floor diaphragms shall be nailed to supporting construction per CRC Table R602.3(1). (CRC R604.3) 19. Shear wall joints. All vertical joints in shear wall sheathing shall occur over, and be fastened to, common studs. Horizontal joints in shear walls shall occur over, and be fastened to, minimum 1-1/2-inch-thick blocking. (CRC R602.10.1 O) 20. Framing over openings. Headers, double joists, or trusses of adequate size to transfer loads to vertical members shall be provided over window and door openings in load-bearing walls and partitions. (CBC 2304.3.2) 21. Joists under bearing partitions. Joists under parallel bearing partitions shall be of adequate size to support the load. Double joists, sized to adequately support the load, that are separated to permit the installation of piping or vents shall be full-depth solid-blocked with minimum 2-lnch nominal lumber spaced at maximum 4 feet on center. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls, or partitions more than the joist depth unless such joists are of sufficient size to carry the additional load. (CRC R502.4) 22. Joists above or below shear walls. Where joists are perpendicular to a shear wall above or below, a rim joist, band joist, or blocking shall be provided along the entire length of the shear wall. Where joists are parallel to a shear wall above or below, a rim joist, end joist, or other parallel framing shall be provided directly above and/or below the shear wall. Where a parallel framing member cannot be located directly above and/or below the shear wall, full-depth blocking at 16-inch spacing shall be provided between the parallel framing members to each side of the shear wall. (CRC R602.10.8) 23. Floor member bearing. The ends of each floor joist, beam, or girder shall have minimum 1-1/2 inches of bearing on wood or metal and minimum 3 inches of bearing on masonry or concrete except where supported on a 1-inch-by-4-inch ribbon strip and nailed to the adjoining stud or by the use of approved joist hangers. (CRC R502.6) 24. Floor joist lap. Floor joists framing opposite sides over a bearing support shall lap minimum 3 inches and shall be nailed together within minimum 3 10d face nails. A wood or metal splice with strength equal to or greater than that provided by the lap is permitted. (CRC R502.6.1) 25. Floor joist-to-girder support. Floor joists framing into the side of a wood girder shall be supported by approved framing anchors or on ledger strips minimum nominal 2 inches by 2 inches. (CRC R502.6.2) 26. Floor joist lateral restraint. Floor joists shall be supported laterally at ends and each intermediate support by minimum 2-inch full-depth blocking, by attachment to full-depth header, band joist, or rim joist, to an adjoining stud, or shall be otherwise provided with lateral support to prevent rotation. (CRC R502.7) 27. Floor joist bridging. Floor joists exceeding nominal 2 inches by 12 inches shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous 1-inch-by-3-inch strip nailed across the bottom of joists perpendicular to joists at maximum 8-foot intervals. (CRC R502.7.1) 28. Framing of floor openings. Openings in floor framing shall be framed with a header and trimmer joists. When the header joist span does not exceed 4 feet, the header joist may be a single member the same size as the floor joist. Single trimmer joists may be used to carry a single header joist located within 3 feet of the trimmer joist bearing. When the header joist span exceeds 4 feet, the trimmer joists arid header joist shall be doubled and of sufficient cross section to support the floor joists framing into the header. Approved hangers shall be used for the header-joist-to-trimmer-joist connections when the header joist span exceeds 6 feet. Tail joists over 12 feet long shall be supported at the header by framing anchors or on ledger strips minimum 2 inches by 2 inches. (CRC R502.10) E. Wood Framing (Continued) 29. Girders. Girders for single-story construction or girders supporting loads from a single floor shall not be less than 4 inches by 6 inches for spans 6 feet or less, provided that girders are spaced not more than 8 feet on center. Other girders shall be designed to support the loads specified in the CBC. Girder end joints shall occur over supports. When a girder is spliced over a support, an adequate tie shall be provided. The ends of beams or girders supported on masonry or concrete shall not have less than 3 inches of bearing. (CBC 2308.7) 30. Ridges, hips, and valleys. Rafters shall be framed to a ridge board or to each other with a gusset plate as a tie. Ridge boards shall be minimum 1-inch nominal thickness and not less in depth than the cut end of the rafter. At all valley and hips, there sh.all be a valley or hip rafter not less than 2-inch nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof pitch is Jess than 3:12 slope {25% gradient), structural members that support rafters and ceilings joists, such as ridges, hips, and valleys, shall be designed as beams. (CRC R802.3) 31. Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed to each other per CRC Table R802.5.1 (9), and the rafter shall be nailed to the wall top plate per CRC Table R602.3(1 ). Ceiling joists shall be continuous or securely joined per CRC Table R802.5.1(9) where they meet over interior partitions and are nailed to adjacent rafters to provide a continuous tie across the building when such joists are parallel to rafters. Where ceiling joists are not connected to the rafters at the wall top plate, joists connected higher in the attic shall be installed as rafter ties, or rafter ties shall be installed to provide a continuous tie. Where ceiling joists are not parallel to rafters, rafter ties shall be installed. Rafter ties shall be minimum 2 inches by 4 inches nominal, installed per CRC Table R802.5.1 (9), or connections of equivalent capacities shal! be provided. Where ceilings joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or engineer-designed girder. (CRC R802.3.1) 32. Ceiling joists lapped. Ends of ceiling joists shall be lapped minimum 3 inches or butted over bearing partitions or beams and toenailed to the bearing element. Where ceiling joists provide resistance to rafter thrust, lapped joists shall be nailed together per CRC Table R602.3(1) and butted joists shall be tied together in a manne_r to resist such thrust. (CRC R802.3.2) 33. Collar ties. Collar ties or ridge straps to resist wind uplift shall be connected in the upper third of the attic space. Collar ties shall be a minimum 1 inch by 4 Inches nominal and spaced at maximum 4 feet on center. (CRC R802.3.1) 34. Purlins. Purlins installed to reduce the span of rafters shall be sized not less than the required size of the rafters they support. Purl ins shall be continuous and shall be supported by 2-inch-by-4-inch nominal braces installed to bearing walls at a minimum 45-degree slope from horizontal. The braces shall be spaced maximum 4 feet on center with a maximum 8-foot unbraced length. (CRC R802.5.1) 35. Rooffceiling member bearing. The ends of each rafter or ceiling joist shall have not less than 1-1/2 inches of bearing on wood or metal and not less than 3 inches of bearing on masonry or concrete. (CRC R802.6) 36. Roof/ceiling member lateral support. Roof framing members and ceiling joists with a nominal depth-to~thickness ratio exceeding 5:1 shall be provided with lateral support at polnts of bearing to prevent rotation. (CRC R802.8) 37. Roof/ceiling bridging. Rafters and ceiling Joists with a nominal depth-to-thickness ratio exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging (wood or metal), or a continuous 1-inch-by-3-inch wood strip nailed across the rafters or ceiling joists at maximum 8-foot intervals. (CRC R802.8.I) 38. Framing of roof/ceiling openings. Openings in roof and ceiling framing shall be framed with a header and trimmer joists. When the header joist span does not exceed 4 feet, the header joist may be a single member the same size as the ceiling joist or rafter. Single trimmer joists may be used to carry a single header joist located within 3 feet of the trimmer joist bearing. When the header joist span exceeds 4 feet, the trimmer joists and header joist shall be doubled and of sufficient cross section to support the ceiling joists or rafters framing into the header. Approved hangers shall be used for the header-joist-to-trimmer-joist connections when the header joist span exceeds 6 feet. Tail joists over 12 feet long shall be supported at the header by framing anchors or on ledger strips minimum 2 inches by 2 inches. (CRC R502.10) 39. Roof framing above shear walls. Rafters or roof trusses shall be connected to top plates of shear walls with blocking between the rafters or trusses. (CRC R602.10.8) 40. Roof diaphragm under fill framing. Roof plywood shall be continuous under California fill framing. 41. Roof diaphragm at ridges. Minimum 2-inch nominal blocking required for roof diaphragm nailing at ridges. 42. Blocking of roof trusses. Minimum 2-inch nominal blocking required between trusses at ridge lines and at points of bearing at exterior walls. 43. Truss clearance. Minimum 1/2-inch clearance required between top plates of interior non-bearing partitions and bottom chords of trusses. 44. Drilling, cutting, and notching of roof/floor framing. Notches in so!id !umber joists, rafters, blocking, and beams shall not exceed one-sixth the member depth, shall be not longer than one-third the member depth, and shall not be located in the middle one-third of the span. Notches at member ends shall not exceed one-fourth the member depth. The tension side of members 4 inches or greater in nominal thickness shall not be notched except at member ends. The diameter of holes bored or cut into members shall not exceed one-third the member depth. Holes shall not be closer than 2 inches to the top or bottom of the member or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch. (CRC R502.8.1) 45. Exterior landings, decks, balconies, and stairs. Such elements shall be positively ancho~ed to the primary structure to resist both vertical and lateral forces or shall be designed to be self-supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. (CRC R311.3) 46. Fireblocking. Fireblocking shall be provided in the following locations (CRC R302.11 and CRC R 1003.19): a. !n concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggered studs, as follows: i. Vertically at the ceiling and floor levels ii. Horizontally at intervals not exceeding 10 feet b. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings c. In concealed spaces between stair stringers at the top and bottom of the run d. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion e. At chimneys and fireplaces per item E.49 f. Cornices of a two~family dwelling at the line of dwelling-unit separation 47. Fireblocking materials. Except as otherwise specified in items E.48 and E.49, fireblocking shall consist of the following materials with the integrity maintained (CRC R302.11.1 ): a. Two-inch nominal lumber b. Two thicknesses of one-inch nominal lumber with broken lap joints c. One thickness of 23/32-inch wood structural panel with joints backed by 23/32-inch wood structural panel d. One thickness of 3/4-inch particleboard with joints backed by 3/4-inch particleboard e. 1/2-inch gypsum board f. 1/4-inch cement-based millboard g. Batts or blankets of mineral or glass fiber of other approved materials installed in such a manner as to be securely retained in place. Batts or blankets of mineral or glass fiber or other approved non-rigid materials shall be permitted for compliance with the 10-foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross-section of the wall cavity to a minimum height of 16 inches measured vertically. When piping, conduit, or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. Loose-fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gas,es 48. Fireblocking at openings around vents, pipes, ducts, cables, and wires at ceiling and floor level. Such openings shall be fireblocked with an approved material to resist the free passage of flame and products of combustion. (CRC R302.11) E. Wood Framing (Continued) 49. Fireblocking of chimneys and fireplaces. All spaces between chimneys and floors and ceilings through which chimneys pass shall be fireblocked with noncombustible material securely fastened in place. The fireblocking of spaces between chimneys and wood joists, beams, or headers shall be self-supporting or be placed on strips of metal or metal lath laid across the spaces between combustible material and the chimney. (CRC R1003.19) 60. Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1000 square feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances (CRC R302.12): a. Ceiling is suspended under the floor framing b. Floor framing is constructed of truss-type open-web or perforated members 51. Draftstopping materials. Draftstopping shall not be less than 1/2-inch gypsum board, 3/8-inch wood structural panels, or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of draftstops shall be maintained. (CRC R302.12.1) 52. Combustible insulation clearance. Combustible insulation shall be separated minimum 3 inches from recessed luminaires, fan motors, and other heat-producing devices. (CRC R302.14) F. General Material Specifications 1. Lumber. All joists, rafters, beams, and posts 2-inches to 4-inches thick shall be No. 2 grade Douglas Fir-Larch or better. AU posts and beams 5 inches and thicker shall be No. 1 grade Douglas Fir-Larch or better. Studs not more than 8 feet long shall be stud-grade Douglas Fir-Larch or better when supporting not more than one floor, roof, and ceiling. Studs longer than 8 feet shall be No. 2 grade Douglas Fir-Larch or better. 2. Concrete. Concrete shall have a minimum compressive strength of 2,500 psi at 28 days and shall consist of 1 part cement, 3 parts sand, 4 parts 1~inch maximum size rock, and not more than 7-1/2 gallons of water per sack of cement. (CRC R402.2) 3. Mortar. Mortar used in construction of masonry walls, foundation walls, and retaining walls shall conform to ASTM C 270 and shall consist of 1 part portland cement, 2-1/4 to 3 parts sand, and 1/4 to 1/2 part hydrated lime. (CBC 2103.2) 4. Grout. Grout shall conform to ASTM C 476 and sh.all consist of 1 part portland cement, 1/10 part hydrated lime, 2-1/4 to 3 parts sand, and 1 to 2 parts gravel. Grout shall attain a minimum compressive strength of 2,000 psi at 28 days. (CBC 2103.3) 6. Masonry, Masonry units shall comply with ASTM C 90 for load-bearing concrete masonry units. (CBC 2103.1) 6. Reinforcing steel. Reinforcing steel used ln construction of reinforced masonry or concrete structures shall be deformed and comply with ASTM A 615. (CBC 2103.4} 7. Structural steel. Steel used as structural shapes such as wide-flange sections, channels, plates, and angles shall comply with ASTM A36. Pipe columns shall comply with ASTM A53. Structural tubes shall comply with ASTM A500, Grade B. 8. Fasteners for preservative-treated wood, F-a.siteJ;:re,n, for preservative-treated and fire-retardant-treated wood -including nuts and washers --shall be of hot dipped zinc-coated galvanized steel. stainless steel, silicon bronze, or copper. (CRC R317.3.1) Exception: 1/2Minch diameter or greater steel bolts Exception: Fasteners other than nails and timber rivets may be of mechanically deposited zinc-coated steel with coating weights in accordance with ASTM B 695, Class 55 minimum Exception: Plain carbon steel fasteners acceptable in SBX/DOT and zinc borate preservative-treated wood in an interior, dry environment 9. Fasteners for fireRretardant-treated wood. Fasteners for fire-retardant-treated wood used in exterior applications or wet or damp locations shall be of hot dipped zinc-coated galvanized steel. stainless steel, silicon bronze, or copper. (CRC R317.3.3) G. Roofing and Weatherproofing 1. Roof covering. All roof covering shall be installed per applicable requirements of CBC 1507. Roof coverings shall be at least Class A rated in accordance with ASTM E 108 or UL 790, which shall include coverings of slate, clay or concrete roof tile, exposed concrete roof deck, ferrous or copper shingles or sheets. (County Building Code 92.1.1505.1) 2. Roof flashing. Flashing shall be Installed at wall and roof intersections, at gutters, wherever there is a change in roof slope or direction, and around roof openings. Where flashing is of metal, the metal shall be corrosion-resistant with a thickness of not less than 0.019 inch (No. 26 galvanized sheet). (CRC R903.2.1) 3. Crickets and saddles. A cricket or saddle shall be installed on the ridge side of any chimney or penetration more than 30 inches wide as measured perpendicular to the slope. Cricket or saddle covering shall be sheet metal or the same material as the roof covering. (CRC R903.2.2) 4, Water-resistive barrier. A minimum of one layer of No. 15 asphalt felt shall be attached to studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer minimum 2 inches. Where joints occur, felt shall be lapped minimum 6 inches. The felt shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to maintain a weather-resistant exterior wall envelope. (CRC R703.2) 5. WaU flashing. Approved corrosion-resis!an1 ri'a:sili!llg si+-t.al'/ be applied shingle fashion at the following locations to prevent entry df water into the wall cavity or penetration of water to the building structural framing components (CRC R703,8): a. Exterior door and window openings, extending tO the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage b. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings c. Under and at the ends of masonry, wood, or metal copings and sills d. Continuously above all projecting wood trim e. Where exterior porches, decks, or stairs attach to a wall or floor assembly of wood-frame construction f. At wall and roof intersections g. At builtwin gutters 6. Dampproofing. Dampproofing materials for foundation walls enclosing usable space below grade shall be installed on the exterior surface of the wall, and shall extend from the top of the footing to finished grade. (CRC R406.1) 7. Weep screed. A minimum 0.019-inch (No, 26 galvanized sheet gage), corrosion-resistant weep screed or plastic weep screed with a minimum vertical attachment flange of 3-1/2 inches shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 92. The weep screed shall be placed a minimum 4 inches above the earth or 2 inches above paved areas and shall be of a type allowing trapped water to drain to the exterior of the building. (CRC R703.7.2.1) H. Grading and soils 1. Grading permit. Grading permit required if volume of earth moved exceeds 200 cubic yards or if any cuts or fills exceed 8 feet in height/depth. (County Grading Ordinance 202) 2. Compaction report. Compaction report required for fill material 12 inches or more in depth. (CBC 1803.5,8) I. Green Building Standards Code (CALGreen) Requirements 1. Applicability. CalGreen residential mandatory measures shall app!y to every new!y constructed building or structure and within any addition or alteration increasing a building's conditioned area, volume, or size. (Cal Green 101.3, Cal Green 301.1.1) Exception: All residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures per CalGreen 301.1.1 and CalGreen 4.303.1 :L'f, I. (CALGreen) Requirements (Continued) 2. Water conserving plumbing fixtures and fittings. Plumbing fixtures and fittings shall comply with the following per CalGreen 4.303.1: a. Water closets: Maximum 1.28 gallons per flush b. Urinals: Maximum 0.5 gallons per f!ush c. Single showerheads: Maximum flow rate of 2.0 gallons per minute at 80 psi d. Multiple showerheads serving one shower: Maximum combined flow rate of 2.0 gallons per minute at 80 psi e. Lavatory faucets: Maximum flow rate of 1.2 gallons per minute at 60 psi, minimum flow rate of 0.8 gallons per minute at 20 psi f. Kitchen faucets: Maximum flow rate of 1.8 gallons per minute at 60 psi Exception: Temporary increase allowed to maximum 2.2 gallons per minute at 60 psi if faucet defaults back to maximum 1.8 gallons per minute at 60 psi 3. Irrigation controllers. Automatic irrigation system controllers for landscaping shall comply with the following (Ca/Green 4.304.1): a. Controllers shall be weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. b. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. 4. Joints and openings. Openings in the building envelope separating conditioned space from unconditioned space needed to accommodate utility and other penetrations must be sealed in compliance with the California Energy Code. (CAL Green 4.406.1) Exception: Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such opening with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 5. Construction waste reduction, disposal, and recycling. Reduce and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition debris. (CAL Green 4.408.1) Exception: Excavated soil and land-clearing debris. Exception: Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite The County of San Diego, Department of Public Works, Construction & Demolition (C&D) Facilities Guide is online at: http:1/www.sdcounty.ca, gov/dpw/recycl ing/Files/Construction_ Guide_ SJ8 _pgs _ 1-27. pdf. 6. Construction waste management plan. A construction waste management plan shall be prepared and available on site during construction. Documentation demonstrating compliance with the plan shall be accessible during construction for the enforcing agency. (CALGreen 4.408.2) The plan: a. 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 b. Specify if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream) c. Identify diversion facilities where the construction and demolition waste materials will be taken d. 'iden'iity construct1ori methods employed to reduce the amount of con!:;'tn:rc:'iicm and demolition waste generated e. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both 7. Operation and maintenance manual. Prior to final inspection, a manual, compact disc, web-based reference, or other acceptable media which includes all of the following shall be placed in the building (CALGreen 4.410.1): a. Directions to owner or occupant that manual shall remain with the building throughout the life cycle of the structure. b. Operation and maintenance instructions for the following: i. Equipment and appliances, including water-saving devices and systems, HVAC system, photovoltaic systems, water-heating systems and other major appliances and equipment. ii. Roof and yard drainage, including gutters and downspouts. iii. Space conditioning systems, including condensers and air filters. iv. Landscape irrigation systems. v. Water reuse systems. c. Information from local utility, water, and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. d. Public transportation and/or carpool options available in the area. e. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. f. Information about water-conserving landscape and irrigation design and controllers which conserve water. g. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. h. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. i. Information about state solar energy and incentive programs available. j. A copy of all special inspection verifications required by the enforcing agency or code. 8. Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation or during storage on the construction site and until final startup of the heating and cooling equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmet.al or other methods acceptable to the enforcing agency to reduce the amount of dust or debris which may collect in the system. (CALGreen 4.504.1) 9. Adhesives, sealants, caulks, paints, and coatings pollutant control. Adhesives (including carpet adhesives), sealants, caulks, paints, and coatings shall comply with voe limits per CALGreen 4.504.2. Verification of compliance shall be provided at the request of the enforcing agency. (CALGreen 4.504.2.1) 1 O. Carpet systems. All carpet installed in the building interior shall meet the testing and product requirements of one of the following (CALGreen 4.504.3}: a. Carpet and Rug lnstitute's Green Label Plus Program (all carpet cushion must meet the requirements of this program). b. California Department of Public Health Standard Practice for the testing of VOCs (Specification 01350). c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage TM Gold. 11. Resilient flooring systems. At least 80 percent of the floor area receiving resilient flooring shall comply with one of or more of the following (CALGreen 4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Pertormance Products Database b. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program c. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program d. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 201 O (also known as Specification 01350) 12. 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 ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.) by or before the dates specified in those sections, as shown in CalGreen Table 4.504.5. The following limits are in parts per million (CALGreen 4.504.5): a. b. C. d e. Hardwood plywood veneer core Hardwood plywood composite core Particle board Medium~density fiberboard (MDF) T'riin MDf (5i16 inch or less) 0.05 0.05 0.09 0.11 0.13 ;', ' ·= I. (CALGreen) Requirements (Continued) 13. Moisture content of building materials. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following (CALGreen 4.505.3): a. Moisture content shall be determined with either a probe-type or contact-type moisture meter. b. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified. c. 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 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 manufacturers' drying recommendations prior to enclosure. 14. Bathrooms with a bathtub and/or shower shall be mechanically ventilated per the following (CalGreen 4.506.1 ): a. Fans shall be ENERGY STAR compliant and ducted to terminate outside building b. Unless functioning as a component of a whole-house ventilation system, fans shall have humidity controls capable of adjustment- manually or automatically --between a relative humidity range of 50% to 80%. 15. Heating and air-conditioning system design. Heating and air-conditioning systems shall be sized, designed, and have their equipment selected using the following methods (CALGreen 4.507.2): a. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J, ASHRAE handbooks, or other equivalent design software or methods. b. Duct systems are sized according to ANSI/ACCA 1 Manual D 2009, ASH RAE handbooks, or other equivalent design software or methods. c. Select heating and cooling equipment according to ACCA 36-S Manual S or other equivalent design software or methods TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TMI.OA601.~II) fASTEN!~G SCHEOUl.0 p,-;.~ .. ::a~o•~~lU,llj~;~,-; •.. _J. HX:~i~'Jj~,::.,.;.e ·-r 6PACl'IG--;;,Pl<Xlh!ID4 .• __ ,, ___ , -·-·----·---,.~O,"""". . --- ·--... "" ·----·-"" --:;·.~,, .. ;~·;,:; i\':,:·;;:"· •. ' ---·- . < ,:,L ,.,,,, c ., ·, f I'·,"~ .l l'I ') r,' , I ij,.><>l<i,fr,wcc"°'""'''""'"'''"'''""'''''"l'<'•·L,· 1, .. ,,,,, ,,., ,,, .,1,,, . '"" I . ,~"' •. >,,. •' ,,,. 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'11 I. 1211 '" " ~ "' " ~ i "' r ;,: "" "' z 8 ~ Q "' ~ ~ I ~ 5 § ~ i ~ ~ 0 r ~ ~ ~ ~ ~ i ~ " o,, z I ,r ,.I ~ ~ 0 "' ...., ... 0 \; LLl ::,, C) 2 'ill <, r , .. ~ ;; o· § is,,, u :')) _ .. , ci W rn• Ur;:!,' B 0 ' " ?l p, ''"i ~ . ~ ::/ 0 ';, ' r· r .. o 'I z ; ::! ; < " ~ -: V f ~ -':' " ' ~ Q ~ ~1%'}1 -< <4 "' ' j ) '" '" "' ~ ~,,, ~ ;111 ....i ;. z ' 0 !n ~ > " 1-'-lffii"' "' . ~ ti ";\ ·?T ·,,; 'v -'"""· a g,;' ;\; ''"· Cllt' c;reer11c . RESIDENTIAL MANDATORY MEASURES -•"'----"-''---=, ·""'"·~ SECTION 301.1.1 301.2 4.106.2 4.106.3 4.106.4 4:106.4.1 & 4.106.4.'I.I EFFECTIVE JANUARY 1, 2017 2016 CALGRE,EN CODE REQUIREMENTS A-ddltiohS\~nd aJt~tatiOns Applies lo addiHons or anerat[ons or residenUal buildings vvh'ere ·me a_dditmn or alteration increases th€ ·buildlng's comlitioned area, vo1unie, al" Size. Requfrements only apply within lhe·spec'ific area of tile addiUon or alteration. Note d_irects code users to CMI Code Section ·1 ·10-1. -1 et .seq., regard!ng replacement of non-compllant Plumbing fixtures. Low-r1s·e-and high~rlse buildings Storm water-drainage and tetention .. _dµrl,tig construction Projects Wlllcti disturb leSs 1han· ·J acre -Of sou and are not part 011:1 larger common plan of deve:1opr_1~ent shall manage ~t~HTll Water drainage during construcllori .. Grading ancl'pa\ling ConstrucHon plans sll-all lndicate how the s11e grading or drainage system will manage all surface water flows to Keep water from entering bul1drngs. Exception Jar additions and alterallons wfitch do not alter the existing drairiage pflth. Electric vehicle {EV) charging for new constructio1r - Comply with Section 4. 106.4. ·1 ahd 4, '106 -4 2 for tllture lnsta!tatJon "and. use -of EV chargers. Electric vehicle .supply equipment (EVSE) sllaH be lnStalled in accordance witll the California Electrical Code, Artil:!e 625. EXc-eptions on a case-by-c-tlse basis as determined by the Locai Enforcing Agency: ·1, Wt1ere tnere 1s no commerclal power supply. 2. Verification that meeting requfrements will alter the local uttlity infrastructure design requirements on the utility slde oftlie meter increasing costs to tile homeowner/developer by more than $400.00 per dwelhn~J unit. EV chilrging~ ,1-& :2•fam!ly dWellings/townhouses with:attache~ prf'Vate garnges Install a listed raceway to acfommodale a dedicated 208/240-volt branch circuit for each dwelling unit · --. .. Raceway shall not be less lhan trade size'! {nominal 1-fnch inside diameter). Raceway shall originate at tt1e maln serv1c·e or sul.Jpanel and terminate into .a listed cabinet, box or other enclosure in close proximlty to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccesslb!e or concealed areas and spaces. Service panel ·and/or subpanel shat! provide capacity to install a 40-ampere minimum dedtcated branch dtcuit and space(s) reserved to permit Installation of a Dranci1 circuit overcurrent protective device. Service panel or subpanel circ.uil el!Ll Gret~n/ --·-~ -. RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION I REOlllREMENTS Documentation is required per s,ection 4.408.5. Exceptions-:. 1. Excavated son and lfrnd-c1eairlhg debris. 4A08.1 I 2. AnernatiVe wasle reducllon methods<i.eve_1oped by wo~ing with local enforcing continued agencies [f d!verslon onecyd€. facil11fes capable of compliance with this item do not exist or are not located reasona!Jly close to t11e Jo!}slte. 4.408.2 4.408.3 4.408.4 4.408.4.1 4.410.1 4.4to.2 3_ Ttie enforcing agency may make·-exceptlons to the iequirements of this section when Isolated jobsifes are located in areas !Jey-ond the·haul baunqunes of the diversl011,_faci!lty. ~OQstru_e;tion w_as-tE! rn.~U)AQ~mJmt !)Ian Submit a construcUon waste manag:ement plan meeting Items ·1 U1rougl1 5 in Section 4.408·.2. Plans s11an be tipda:ted as necessary and s11all Qe avanabfe 'for ex~miinattbn during construction. · Wast~ man.a;-gern,entco_n1n?n Utmze a waste management company, appro\l:ed by the e'r"iforcihg agency, which can provide verlflable documentation tllat diVerted construdlon and demolition Waste matena!-s meet the requiremerits in Settron 4.408-. 'I. . Y\filSt~':'S.tt.,H'lfi'l: reiruction altemiltive * '(LR) ProJec:ts that generate a fota-1 ,C'oITlb!ned: weight of con,stnictiori and derholition waste disposed in landfills, whicl1 clo not exceed 3-4 po_undS pers,quare foot ofthe building area shaH meet the niinirnum 65% cbns1ructlon waste redur.t.ion requirement in Section 4.400.-1. Projects that generate.a total combined weight of construction and demolitlon waste disposed in 1andflfls. which do not exd!ed ·2 pounds-per 3quare foot of ille btillding area, s\13:H meet the minlmum 65% constn.tdion waste reduction requirement in SecUon 4·_4oa. ·1. -Oper.:ltion a.nd ni\linte_nance. manual At the time of final lm~pection, a 111anua1, comp&c.t ~lis:c,.weti-baSed reterent:e or other medi;T,accepta1J1e to the enforci_ng·agency Which covers ·IQ :sj)eclfic subjed areat(Sha!I Ile placecl in the buUcnng. . Reqycjlng by OCCUl)ants· Where 5 or more mulitfah1ily dwelling unli.s-@_~e constructed on a buildri1g site, provide readily accessibJe·area(s) that serves all bliildtngs on the stte and ls-'fdentified for the -deposmng, storage and collection of non-hazardous malerfars for recycling, lnc/udfng (at rilin1mum) paper, corrngated cardboard; glass. plastic:S, otg-an!c:\waste. and metals or meet a lawfully enacted local recycling ordinance, ff more-restrldlve_· Exception: Rural JuriscllcUons that meet and apply for the exemptlon In Public Resources Code Seciion 42649. 82 (a}(2)(A) et. seq_·are not require~ to comply wlththeorganic_Was1e·portionoflhfs·settion·~ · , " ~ "S :_m, =c,wz:; -;z::~,"";.·:;: svJITh;; t4tGreen,, -·~--,-" . RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 11 2017 2016 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.1 & 4.106.4.1.1 continued dire-dory shall identify the overcurrent protective devlce spaize(s) reserved for future EV charging as "EV CAPABLE"'. The raceway tenninaUon lo cation snau be ' . " emi-anently and visibly marked as "EV CAPABLS\' EV._th~rging tor·tnUltifilfl'I Hy dwellings. Applies to t.nilldlng sites·wiU1 17 or more mulUfamfly dwelling units constructed on Uieslte. 4.106.4.2 3°/o of the total number of parktng spflte$ provided for all tyl)eS of parking facilities, IJUt in no case leSs t11an one, sllalf be electric vehicle Charging spaces {EV spaces) capable of supporting future EVSE. Ca-Jculat,ons for the number of EV spaces shall be rounded up to the nearest whole number Note: ConstrucUon documents are Intended to demonstrate the project's capabifity ancl capacity for facilitating future EV chargtnsr There fs no requirement for EV spaces to be cons1ruct..ed or available uniil EV chargers are instaHe.d for use. EYJ:_h . .lrging s.pace--(EV space~ locations_, .. _ .. Constmction documents shall indicate t_lle location of proposed EV spaces, At 1east 'i EV space shall be fm:ate'rJ'ln Cl)ffimOh ·use areas and -available for use by au r·esld,enfs. 4.'108.4.2.1 When EV ch3rgers are installed, EV spaces required by Section 4. ·1 OG.4.2.2, ltem 3. shall comply with at least 1 of the following options: ·1 _ The EV space si1all be loca1ed adjacent to an accessible parking space meeUng the requirements of the Caflfomia Building Code. Chapter ·1 I A, to.allow use of the EV -ct1arger from the access1ble parking space. 2. Ttie EV space shall De located an an acceSslble route to the building, 'tls defined In the Callfomia'E~Uildl~g Code, Chapter 2. EV charging space (EV spacp}.-cliinenSjons EV spaces shall be designed to comply with the folloWlng: 'i Tile minimum length of each EV ~p-ace shall be 18 fee_t 2. T/1e minimum width of eacl1 EV space shall be 9 reet. 4.1 OG.4.2.2 I 3. one in every 25 EV Spaces, but nnt !e-ss 1h:an ·1, sh't~H also ti.ave an 8-foot wide niinlmum aisle. A 5-foot Wide iniflimutil aJsle shall IJe permitted provided the· minimum width of the EV space ls ·12 feet a) Surface slope fortl1ls EV space and a\.S!e sl1all not exceed ·1 umt vertical in 48 units horlZontal (2.083% slope) In any direction. Single-E.,:_V,;spat:e· require:d Install listed raceway capable of .ac-commoda.Ung a 208/240-volt dedicated branch circuit 4.106.4.2.3-I • The raceway shall not be less than lmde size 1 (nomlilal "!--inch inside diameter). ~ Tfie race.wav shall orlglnate at the main service or-.su!Jpanel and shall tenn1nate into a listed ·cat)inet box ot enclosure rn close. prnilmrt.y to the proposed locaUon of tile EV space. /}fl 'G L•11L reen" -~, RESIDENTIAL MANDATORY MEASURES 4.503.1 4.604.1 4.504.2.1 4.504.2.2 EFFECTIVE JANUARY 11 2017 2016 CALGREEN CODE $•n•.r~1.· .Any 1r:ista11ect gas flreplace,shall be a direct-vent sea1ect:-com1Ju~tron .type_ Any lfist31terJ WoQdstove or peflet stove-shaB co_rhply with u.·s-.,EPA New Source Perlonnanc:e·-Stand_ards (NSPS) emfsslon [Jrriits as' applicable, a;1_1d shall have a permanent label lnclicatlng they are certified to meet fl1e-emisSt,i:m limits. Woodstoves, pelfet stoves .:lflct ·nrep·1aces ·shall _also cpmply Wrth all applicabte f1Jca1·ordi(mnces., P rot_e:ction_ 'C!ur~ng· cqn_strtiCtfon·-- At the time of rough 1nStnllatlon, during storage ori the construction Site and uhtil final startup of the hea1fn9, Cooling an1J venmaMg equlpiitent alt duct and _otller related air •intake and distribution component-openings s.ha.n be covii:red-TJ:ipe, plastic, · sh~etmera1 or_othermeJhQds acteptabJe lo the enfor<:tng .aQe:Oc'y· to re'dl1ce the amount of w_atet, dust and ·delittS e'!ltering_ the system may bC userL _ Adhesives:.-,se~Jan_ts and caulks _ -, .r-: /\dl1esives. sealanls aml ca,nks used on the project shall meet the requirements o! the following standQrds unless more strlngent local or regional air pollutlon or .a!r qu.alitv managf':ITlent district mies ~pp[y: · · I AdheSives, adhesiVe bonding primers, adhesive primers, sealants, sealant prime-rs, and.caulks sh~ll comply with local or regional air pollution confrol or air quiJllilY management dlstrtct rules where applltable, or SCAQMD Rule ·1,1GHVOC limits. as shmvn in Tables 4.504.1 or 4.504.2, as applicable .. Such prciducts s!lall also tom ply wlth RUie -1168 Prohll)mon on llle use or ce11a1n toXfc' coinpou1i'dS (chloroform, ethyfen~ (j!i;;lllorfcfe, fnelhylene c11ronoe-, perchloroethyfene and trtchlmoeniy1ene). f!xC.el]t for a!:roso! products as specified _in E:jub.section 2 below_ 2. A'er~ol adhesives, and smaller unit stzes or actheSi\les, and s.ea1ant,OrcaulkJn~ compounds (in units of product, less packaging,. which do not weigh mOre th'an 1 pound and do not consist of more than '16 flllfd ounces; shall comply witll statewide voe standards and other requirements. fncllldfng protilbiifons on use Of certain tqxlc compounds, of the California Code of Regulations (CCR), Title -17. conlmendng wlth Section 94507. · ,aints ana:tfo~tll!_gs Ar-chitech.1fc!I paints and coatli'igS shall comply wtth VOc limitS fritable ·1 of the Air Res·ources Board Arcthitedural $uggested Control M'easure .. as shown in Tilble 4:504 .3, unle.ss more stiingent local limits· ~ppli,,, The voe content lfm!t for coatings th.at do not meet th'e delfmITJons for the specialty coatlngs catergories listed in T~_b.le 4.504.3 sh-all b-e determined by dasslfyfng the coating :as Flal,.Nonftat, or Nonnat-High Gloss coaHng, based· on its gloss, as -denned in sutisediOns-4 .. !f'l, 4.36, and 4's3-1, of the 2007' C.aJUomla Alr Resources Board, '', ' suggested Control Measure,._and Ille corresponding Flat-Nohflat, or Nonflat-Higt",i Gloss voe limit ,n Table 4.fi04.3 shall apply · · i!lfil.') -;& . -1r~t±i '/?. """Lt5L .. n>~c--1f,~\\ --.::;;'., &·1LGreen~ ,.c-•-· · .. . RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 11 2017 2016 CALGREEN CODE SECTION I _ _ REQUIREMENTS Construction documents shalf identlfy the raceway termination paint 4.106.4.2-:a I ~ The service panel and/or subpanel shall provide-capac:ity to install a.40-ampere continued minfmum -d-ecficat~d branch circuil and space(sJ reserved to permit installation of a branch Cfrcuit overcurrent protecUve device. Multiple EV spjices requited Conslru_dio'n documents shatt indicate raceway tennlnation point and proposed loe.aUon of future EV spaces and EV c.11argers: .. Con·s.tn,Ji;-;Hon documents shall also provide inforri1ation on amperage Of future EVSE, raceway me1hod(s). wiring schematics and e!ei:;:t.JiciI)f road' c:at-culaiii::ms to verity e!ec,trlcal panel servrce capacity and efe:ctrica:! systeni, 1ht!uding anY on-Site diSltibutrori tran_sformer\s), haVe 4.106.4-.2.4 I sufHcient capacity to s1mul~neously charge al! EVs at alt fequlred EV-spaces at fuli rateci amperage of the EVS'E. 4.106'4.2.5 4.201.1 & 5. 20·1 cl Plan deslgn shall be based upon a 40-ampere minimum brnncl1 circuit. Raceways.and related componenls planned to be instaUed underground, enclosed. inaccessit)le or in conceulecl areas and spaces shall be installed at the Ume of original constructton. . ldenlllloatlon The service panel or subpanel circuit directory shall identify the overcurrent prole'd!Ve device space(s} reserved for fllture EV charging purposes as: "EV CAPABLE" in ac·i:ordance V.'ith the California Electrical COde. Notes: 1. The California p·epartment of Transportation adopts and pUl)llsl1es the "Califom[a Manual on Uniform Traffic Control Dev-lees (California MUTCD)" to provide Unifom1 standards and specifications for alt offlci.al tramc co11tro! devices 111 CaHfomra. Zero Emls:slon Vehfc!e Slgns and Pavement Markings can be Found ln tile New Policies & Directrves Numf)er 12-01 Website: llHp_!NiWW .dot.ca (jOV/hg!lraffops/policy/ 13-0 l .p(Jf 2. see Vehicle COde section 225'11 for EV charging spa-ce sigriage !JJ ofi-parking famnues and for use of EV ·charging spaces_ 3. Tl1e Governor's Office of Planning and Researct1 (OPR) pul:ll!shed a "'Zefo- Emlsston Vehicle: Gori1muriity Read!ne.ss Guidebook" whicll provides llelpfuJ in(onnation for local governments, residents and nu·s1neSses. Webslte: http://opr.ca.goyJdocS/ZEV Gu[deboo~P-.Qf .St:;ORe Energy efficiency requirements for low-rise residential (S-ec:tlcm 4.201.i) and l1igl1- rise restde11Hal!l1otelsimotels (Section 5.20LI) are now in both restdenua.1 and nonresidential cllaplers or CAL Green. · · Standards· for residential buifdlngs do 1101 require compliance with levels of minimum energy efficiency beyond those required !)y the 20-"16 Callfomia Energy Code. C,4LGreer,F. ---RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 11 2017 2016 CI\LGREEN CODE SECTION I REQUIREMENTS 4.504.2.3 4.504.3 4.504.3.1 4.504.3.2 4.504'.4 4.504.5 '::c:, Aer-o-sot p~fnts.and co«~-tngs_,,-. -,-: :: .. , --I Aerosol palnts .. and coatings shall meet the Product-Weighted MlR limits for ROC fn Section 94 522{a}(2} and other requirements, Including proh1blt1ons on use of certain loxic compounds and ozone depieling substances, in Section 94522(e)(1) and (!)( 1) at the CCR. Title ·17, commencing with Section 94520; and ln areas undertne Jurlsdiction of the Bny Area Air Quality Management rnstlict s11all additlcinally comply with the tiefceili voe: by weight of produd limits· of Regu1at1on-:1f Rl!fe 49. Carp·et systems: . - carpet lnstaHect in the b~1ildmg. interior sl1all tneet tt1e testing and product requirements of ·1 of the 1ollowing 1 _ Q_arpet ano Rug tnsU!.ute's Green Label P/'us Prograh1 2_ Ca!ifomia Depar!meflt Of Public Hea1tl1, "'Standard MeUmd Fo_r the Te sling· and Evaluation or Volatile organic. Chefnical Emissions rtOm lndoor Sourt:€S Using Environmental ChaIT!IJers,u Version 'I. 1, February 20'!0 (also kn-own as Specification· 01350) - 3_ NSFtANS! "140-ut tile Gold !eve1 4. Sclentmc certifications Systems Indoor Advantage™ Gold \_ .-\¢~tpet ciJshiori' Carpel cushion installed 'rn--ihe building interior shall meet the requrr·ements of tlle C:;:upet and Rug lnstrtute's Gree_n Label Plus Program. CJrpet adhesive Carpet adhesives shall meet the requirements of Table 4.504. ·1. Resment flOorlng systems:· Wl1ere: resilient flooring Is ins-lalled, at least,80%i of floor area receiving resilient ·nooring shall cornpty with o'ne or inore of the folloWlng: 1. Pro_duds compliailt WitJ1 the Caliiomfa Department_Oi PUbHc' Health, "Standard Methdd for the Tes Ung and Evaluat1oo of-Yolame· Organ Jc Ch:effiical Emissions from Indoor Sources Using Environniental Cf)ambers," Version 1 _ 1, Feb·ruary 20·10 (also Known JS Specification 01350). cerUfled as a CHPS Low-ErriltHng Materlal rn the CoUaborahve for High PerFormanc.e Schools ,cHPS} High Performance Products Datribase 2. Products certified under UL GREENGUARD Gold (formerly Ille Greenguard Child:ren & Schools Program) a. Gertllicauon u11derthe Resllien1 Floor covering Institute (RFCI) Floorscore program 4_ Meet ihe Califor'nia _Department or Public Healtl1, ···standard ·Method for the Testi_ng_ and J::\1aluatfon of VblilU!e OrgunfC Ctiemirnl Emis!.i!ons·rrom Indoor Sources Using' Environmental ChcJ:mbers.~ Version -1_ 1, February 2010 (al-so known as Speciflcation 0·1350) CompoSite wo·()d -PIQducts Hardwood ply\'vood, particleboard and medium density flbe,rboard-cbnipOsrte wood pmciuds used on Ule-interior or exterlor of tfle Oullding shall meet t11e requirements J?t1 1Gr•een r(/fll--, -. . . 4t ----.. RESIDENTIAL MANOAl'ORY MEASURES 4.506.1 4.607.2 702.1 ,,:n;;_t~tcf, cFFcCTIVE JANUARY 1, 2017 201Jl CALG.REEN .CODE REQUIREMENTS \-eitt,room _exhaust fans: E:ac11 biltllroom shall be mecl)anfcally vi;:ntuatect and·sh.all compJy with t11e to!lowfng: 'I. F81'fs shi:ill be ENERGY Sf AR compliant and be ducted to leritlinate outside u1e: . . . JJ,u]ldtng. 2. ·un1eSs' ft.1f1ctio11ing as a component Of a whb.t'e house venlilation system, fans must. be controf!ed b1/ a humidtly cori1roL _ _ _ a) Hurnldfty controls sl1all be capable of manual or automallc adjustment tietween a relative humidity range of less than 50% to a maximum cif 60-%~ IJ) A humidity control may be a separate component to tile exhaust fan and fs not required to be integral or built-in. Note: For CALGreen a ~bathroom'' is a room whlch con_taln~ a batl1tt:ill;·s11ower. or t_ub/sl1ower combination_ Fans or mechanical ven_lilatlori isJequlred fn each batf)ro(;m1. Heatirig a·nd·air c.onditiOffitl~,'.Systerri:deSign -I ··Healing and·a1r cond!tioning systems .shall. ue s·iZ.ed, designed. and equlpment. selected Using the following methods: ·1. The heat iOss.and heat gain fs established according lo ANSI/ACCA 2 Manual J - 20-1 ·1 (Residentiaf Load Calculation), ASHRAE handbooks or ottier equ1vatent design software or methods. 2. Duct systems are sJzed accordin,g to ANSltACCA 'l Manual D -2014 (Residential Duct.Sy sterns), ASH RAE handbooks or ot!1er equivalent design· software or tiie'thods. · 3_ se1ect heaUng and cooling equipment actorolng to ANSIIACCA 3-Mam1a1 s -2f.l14 (Resifienlial Equipment Selection} or other etjuiViltent de:Slgti software or methods. i::kce'ption: Use of c11temate deSign -temperatures necessary to erisure the systems func_tlons are acceptable. -Jnsta.ller'-tt• HVAC system inst.ti!lers shall be traint::d ilncl certlfiect tn the proper.10itiil!a!Jon at HVAC systems and equipm~hfby a recognized tra'lning on:erti_flc~J!qn.progrilrii. · · Examples of aC.ceplablf:? HV AC training and t;:e·fuficaUon-pr'ogfanis incl_t!de: but. are not li!Tlitect to ttie folloW\n·g·: ·1. State.certified apprenliceShlp programs. 2 .. PulJl!c utility tramin9 programs. _ 3. Tta:iiling progtams sponsored by trn:de;-labor or statewide energy consulttng or v,erificatiOn organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable fo the enforcing agertcy. L- !I} 111G1'e,,.n 4/:-t ·, ·-11 liJ-ft,. ~· ~> ;t i --~,,,. -RESIDENTIAL MANDATORY MEASURES EFFECTIVE: JANUARY 1, 2017 4.303.1 4.303.2 4.304:1 4.40G.1 4.408.1 2016 CALGREEN CODE _Wa_tE!r conse-rviJ1£f plumbirlg:ffxtures and fittin·gs Pfumblng fixtures and fittinf)S· shaU ·cotnply with the follmving: 4.303, 1.1 Water Closets:~ 1.28 gal/fl~sl1 4_303. 1.2 Wall Mounted U1inals: s a. 125 gal/flus1·1; all other ,urinals ::.: 0.5 gaunusn 4.303. 1.3_ 1 Bingle Showerheads: s 2.0 gpm@. ea psi 4_303. 1.3·.2 ivtuHiple Showert1eads: i;ornhlne.d now rate of all showert1eads controlled l)y a single valve shall not exceed 2.0 gpm @ 80 psi, or only one -shower putlel is to be in operation at a time 4.30:::1.-1 .4:1 8.esidentiai Lavatory Faucets: Maximum Flow·Rfite·:,; 1.2 gpm@ GD psi: fytinifnum Flow Rate 2': 0.8 gpm @ 20 psf 4.303.1.4.2 ~-avatorr Faucets iri common and Publtc Use Areas o't Residen'11a1 B.uildings: s 0-:5. gpm@ 6(:i'p~i 4'.303.i-4_3 Metering Faucets: :S D.25 gallons percycte 4.303.'1.4.4 -f<1tct1en Faucets: s i .8 gpm@ 60 psl; temporary increase to 2.2 gpm ·uowed but shall default to 1_8 qpm [---Standirds for. pJuml>mij flXtu_res and fit1:l_t1gs· Plumllmg f!xtut;es and fittings slrnl! be installed in accordance wilh the C.ilifomia Plumbing Codt and shall meet applicalJle standards referenced In Table-1701.1 of 1he California Plw)jbing Code. outdoor po.ta1Jte: W<\ter u·se•in l<mdsc~pe,area-s- After Decemb~r i, -20·15, new res1dentlal developments. with an .aggreg_ate landscape area equal to or greater than 500 square feet shall comply with one ot the followmg: 'l. A focal water effictent landscape ordinance or the current California Department of water Resources· Model Water Emclenl Landscape Ordinance (MWELO), whichever fs more stringent, or 2 Projerets wt\11 aggregate landscape areas less than 2500 square reet may comply with the MWELO's Appendix D Pre.Scrtl}tive Compliance Oplion. Rodent Proofln Annular space·s around pipes, electric cables, conduits or other openings In sate/bottom prates a1 exterior WJlls shall .be c!osed witll cen1enf mortar, concrete masonry or a s1niil<.n method acc'eptabfe to tlle enforcing agency to prevent passage of rodents_ · · Cori:structi-pn waste rec1Uttiol1 of at l;Sa5t 65%. Recycle anll!or salvage tor reuse a mi'nimum of 65% of 1he nontlazardous cons.trucUon and demolltion waste 1ft accordunce with either section 4.408.2, 4.408.3 or 4.408.4: OR meet a more stringent local construction and demolition waste manµgement ordinance. i14L(;ret"n, ·'""""""'~'-~ RpSIDENilAL MANDATORY MEASURES SECTION 4,504_5 continued 4.504.5.1 4.505.2 4.505.2.1 4.505.S , EFFECTIVE JANUARY 1, 2017 2016 CALG.REEN coO.'"cE~ REQUIREMENTS fo,r fom1aJd~hyde as specified in the Air Resources Board's Air Toxics Contror Measure rdrcomposlte W(Jod (17 CCR 9Q_120 et.seq.}, as s11own in T~ble 4_--504.5. Onr:umeni~Uon is required per sectittl'l 4.504.5. ·1_ · · D.efintttton qr composite Wood Products: Composite wot;d product~ include. 11a(dwooo !)lywood, particleboard, and medium density f!beroo_arct "Corripos!te wdod pt'Od~;1ctsn dO n·ot iriclude h.:lrdboard, Stn.ictural plywDod, 's'truduraf prme!s-, stnrclural cbrhpositE! turnbl:!r, oriented str.:md bomd, glued tamfnated timber, (lrefabri-cat~d wood I-joists, or finger:..jciirlect !LJmber. all as spE!cifled.ifl CCR Title 17, Section 93:20. !(a). iibc{irt,1entatiorl Verification or:compltance sllall lJe·provided as requestecl by the enforcing agency, and as requir9d rn section 4.504.5. 'I. concrt!_~.e,,$.lab fotihJlatronS, Conr.rete-_slabjfounctatlons or concrete slalJ--On-iifO_und nOors required to ha~e·a vapor retarder by th¢ Calltornia BuUOiilg 'Code, Chapter 19, or the California Resldential Code. Chaple[ 5. respectively, st1a11 also comply w1tn this section. i. capmary,bfeart .,,,_ A capillary break shall be !nstalle(! in compHance with at least i of the-following: 1. A 4-inch thick tJase of 112-lndi or larger clea_n aggregate shafl be provided with a vapor retaj"rjer in direct ccntacl wlth concreate and' a concrete mix desJgi:, whtch wm addfess bleeding, si·1_rinKage and curling shall be used. For additional ihformation, see ·American Concrhe Institute~ AC:I 302.2R-06. · 2. Other equivalent methods approve_d b)l the em'orcrng age1Jc_y. 3. A Slat:, dest,on specified by a licensed deSlgn professlonaL /· ____ ___!Yloistur~ _content dt.bU'ilding mttteri31$ __ Building materials with vlsible signs of Water damage shall not be installed. Wall and floor framing St1a11 not be enclosed wiien· the framing members exce~d l9%_moisture content. Mols11ure content sl1nfl be verified iil compliance wlth t11e following: '!. Moi.sJure c6ntent shall be,determined wlth either a probe-type or a contact-type. moisture meter. Eqtil\latent moislure .vermcatlon methods may be ilpproved-by the e1iforcing ~gency nnd shall satisfy requirements In section ·m1 .8-. 2. Moisture r~adfngs shall be taken at a point 2 feet to 4 feel from the grade-stamped end of each piece to be verlfted. 3. At least 3 random moisfllre readings shall be pe!iornied on wau c-nd flobr ·rr.:t,ining with d.ocumentation aiccepB.tile !6 ·the enJo,rcing ag_encY proVtded aJti1e time of approval to enclose the wall and floor framing. lnsulrihon produC.1s Whitl1are.vl~illly wet or have a hiQh moiStµr~ content Shail bt:i- tep-Jaced or allowed to dry pr!Qr :to-._enciosrn:e 1n wall or floor Cavitlfs:, Manufacturers' dry[nQ re't.oinrriendatforls shalf be followed f{)f wet~aJ}pH'e<:rinsulation products prJor to" enclosure- /)1/,/Greenw DATORY MEASURES ~,•,""~--~ {.11/l. · .. RESIDENTIAL MAJNANUARY 1 2017 SECTION 70~.2 703.1 · EFFECTIVE · ' 2016 CALGREEN COOE REQUIREIYIENTS .Sp~c.inl insp·e·cuon· - S_peciai in:sp-ectqrs must be qualified and .abfe to clemonstrnte competence to the ·enforclnq aget1cy in the discipli11e in which they are inspeclin Oocunient~Uon Docume-niatiOn or comf.)Ham:e snall include; but is-flot limited lo, construction documents. plans, spec1ticat!Ons, builder or lnsta!le,r cert1ncation, lnspectlon reports, or other methods acceptallle to the local enforcing agency_ Other,specific documentation of spedal inspedions necessary to ve'rify compllance are-specified in· appropriate sections of CAL Green. ·- l~I ,.I Li, ';,i % 1/ >}I ~ . -8 c 0 rfJ rfJ ~ u u ~ '"O § ~ u ~ ~ '"O ·-rfJ ~ ~ ·-....... 0 ~ ·-u a~ -= ~~ ~ u -" ~~ ' Sheet: (Zl V +-' 0 z ~ V V 0 I ....... ~ u "00 "cl 0 o:I 0 ~~ (1) <I; .s u >-,e ~ "cl (Zl Jg <n .Zl 0 8 ~u " ·,;, a. § - ;,., ~ -0 11 I r ~ l u .. ~ l i I a. • GN-2 5 of 12 'II ,11 ., (/);• w• u•- 5 - 11,· . ' 0 ~ z . E •' < ~~ ~! z~ 0- ~ 0 <~ ~10 ~-o• ~ z w (/l ~~~ u~ il 0::: ., -1: i.il c( ; Q_ ·ti o"' 0::: -~- i'= >-z IA ,c( ,,:" o~. I-,{ 0 !i w .' z 0 iii (/l < w :~ zl/ o' ~ Ld t'5 'j (/l /!I t-;·/ <( / ;c ' ,l::-' < ., ~1 >-~- z "•t <C ,-:A Zli' -'}:;' O <1 w 0· ~ Ii 0: 0 Cl lift w ~ u . ®;, :::, 0 Qlh a:::: '.1'1 IL W., 0:" V) th· 0 !'I ~~ 01, ~ ·-·-;; lliJ: kc1 l•j 'zi ·j '+;I ;;Ji, $~~~~~ EXIST. STORAGE i FLOOR EXIST. STORAGE EXISTING DERF[OO EXISTING GARAGE FFE=276.7 (E) 16' X 7' OVERHEAD DOOR ~~ 7 AS-BUILT AND g,#· c,¥ ~~- ◊ DN • □ ' . 0 " 1"3 '<D I~ t:;_ I□ I"-' lc:i .x ~ ~ "' "' I"-' p ON DEMO PLAN JJ.~_J:i> .'./EE - ,-- 1 I I I I I I i I I I I I I I I I rJ I I I I I I I I I I I I I E 't2:. ,--::.·pt'4:_)? -·-.f'·:5;{::Yit· '., -· '-•· r --:7 ~---------------~ (E) 1820 LVD. (E) 12' X 2' GLA~S BLK. (E) 1820 LVD. (E) 6040 GAS. FXD. GAS. I (E) 5020 XO , ) 9;,'b ,// 1 ,-~,,_,. -~ I I If-==== =t I I I I lu il~16TkNOGOM I FFE=287.1 ~ /"-":)(3 ~ ~ / ~ /4._ C) '--./ /4'-~ ,,_+ () / .;:-.v~o,-~, <v,... <;,·41,r / '\<vc, 0<vv c.Jc a"' /"'--.__ /_,f;'?-o'<-o ,,_{»· "' -.....~<:) q_'<'-c.,'P' ~ '<><:}'-'<> ( ~ ,,v ?,, 4,& _9'\, , ~ ~ ""· --~inlfll 0 N 00 (0 ~~~o,-: SC N:,,: ~g"- li j \( -~ \! ~ lo I I u, ~E) 3468 -, ~ :,r·--· •:"\ 'I I C -"S&"P -, -z ,._:z; I 9- I sf e~~iiG 31 FFE=287.1 ~ ~ 'w ~ 1,:1 I ~: ('§ :.:;-I ' I tl ___ ""~~k 00 ~ 1g . 'i ~ 0 ~ fj C7 Ill ,-: Le~::::·:::: .~:Ev3~J ~ l~~fA1N~I 00 "' ~ 'w ~ :s<:::nEE •• E.@!r=, I EXISTING I BEDROOM 2 FFE=287.1 1': IM_Eg~JhiiM I FFE=287.1 I I I ~L : EXISTING ~ ' I M. i:1 "· f" l l I I I fl.!_.,_ (E) 2068 PK,. ~ 9 I I ~-j ~1==~~ I ~l E~ISTING oo ~ I / ~ ,', >-. 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' u ----• 0 "O co o:I 0 00 ~~ (l) <C .s u -Q "O. r/J o:I .D l;) er, o- 01 8 "1'U 'I • '"' r< l\1 ½! f, Jr' ri: ~- i: < Scale: 1/4"=1'-o" Sheet: AB-1 6 of 12 ~(1m > "',. Wt.if'' (/) ' '-' z E < ll'. " ~, z " iii w " <( ' ::, i:; 1-z w (/) z 8 z ~ " w (/) (/) W, a::: ,'" ~ w i" .... ,. => i 0 i" ii: I: ll'. < (l_ " "' i" >-z ll"l «· g El z '-' iiiF• (/) La• < w ID g >-~I I w ~ ll'. o~;i Z111 ti ~[,!J w 0 ~ < iii >-~ z l;";J <(~I ~ '. " i'I w~ ~ _., < :cb'I (Jtf rr: ;f, ~~~f w i .. ~ ;: 0 •t"" 0 <:· w-4 0 :, " " ll'. (l_ w ll'. w ID g l-o z ~ z ii: < ll'. " " z < ~ t" < ' _Jr (l_ ' iJl w i" ,:: :c " ~It o· u ;, 5 GENERAL NOTES: 1. BASEMENT AND SLEEPING ROOMS TO HAVE EGRESS VVINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE MEETING THE FOLLOWING REQUIREMENTS: A) 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE AREA BJ 24" MINIMUM NET CLEAR OPENABLE HEIGHT C) 20" MINIMUM NET CLEAR OPENABLE WIDTH !';' DJ BOTTOM OF THE CLEAR OPENING SHALL NOT EXCEED 44" ABOVE THE FLOOR. 2. ALL NEWGL/\ZING (FENESTRATIONS) SHALL BE INSTALLED WITH A CERTIFYING LABELATTATCHED, SHOWING THE "U" VALUE. 3. ALL NEW GLAZING (FENESTRATIONS) SHALL HAVE A MIN. "U FACTOR" OF 0.32 & SHGC OF .25 4. ALL WINDOWS AND SLIDING GLASS DOORS TO BE DUAL GLAZED (U.N.O). 5. PROVIDE 5/8" TYPE X GYPSUM BOARD FLOOR TO ROOF SHEATHING (OR TO AND INCLUDING CEILING)@ COMMON WALLS BETWEEN GARAGE AND LIVING AREA AND UNDER STAIRS WHERE STORAGE OCCURS. PROVIDE 5/8 INCH TYPE 'X' GYPSUM BOARD ON GARAGE SIDE OF THE FLOOR/CEILING ASSEMBLY SUPPORTING HABITABLE ROOMS ABOVE THE GARAGE. MINIMUM 1/2 INCH GYPSUM BOARD IS REQUIRED TO PROTECT THE STRUCTURAL ELEMENTS SUPPORTING THE FLOOR/CEILING ASSEMBLY. 6. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER resistent BARRIER TO PROTECT THE INTERIOR WALL COVERING AND ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 7. EXTERIOR DOORS MAY NOT SWING OUTWARD WHEN THERE IS GREATER THAN A 1/2" DROP, 8. PAPER FACED INSULATION IS PROHIBITED IN ATTIC OR OTHER VENTILATED SPACES. PLUMBING NOTES: 1. NEW WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARDS A112.19.2 H & S CODE SEC. 17921.3(b) ALL EXISTING WATER CLOSETS TO COMPLY. 2. IN SHOWERS AND TUB SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. PER CPC SECTIONS 408,409 AND 410. 3. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBBS. 4. PROVIDE MAX. 1.5 GPM FLOW ON LAVATORY FAUCETS AND 1.7 AT KITCHEN FAUCETS. 5. SHOWER HEADS TO HAVE A MAX. 2 GPM FLOW. 6. STATE HEALTH & SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) & CROSSLINKED POL YETHEL YN (PEX) FOR INTERIOR WATER-SUPPLY PIPING. 7. ALL NEW PLUMBING FIXTURES MUST BE INSTALLED WITH A BACKWATER VALVE ASSEMBLY. 8. ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED WITHIN WALLS AND FLOORS COVERED WITH "TYPE "X" GYP. BOARD" OR SIMILAR ASSEMBLIES THAT PROVIDE THE SAME LEVEL OF FIRE PROTECTION, PROTECTION OF MEMBRANE PENETRATIONS IS NOT REQUIRED. 9. PLUMBING FIXTURES MUST MATCH THE CURRENT 2013 CPC SECTION 402 WATER-CONSERVING FIXTURES AND FITTINGS. 10. SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBANT SURFACES THAT EXTENDS TO A HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR. 11. A LICENSED PLUMBING ENGINEER SHALL DESIGN THE WATER CONSUMPTION UNLESS: IN LIEU OF THE CALCULATIONS, WATER USAGE SHALL BE DESIGNED PER TABLE 4,303.2 PROVIDING FIXTURES THAT MEET A20% REDUCTION IN WATER USE. FIXTURE TYPE MAX FLOW RATE AT~20% REDUCTION SHOWER HEADS 2 GPM @80 PSI LAVATORY FAUCETS, 1.5 GPM@60 PS1 2 RESIDENTIAL KITCHEN FAUCETS 1.8 GPM @60 PSI GRAVITY TANK-TYPE 1.28 GALLONS/FLUSH1 waterclosets ·.;,.-., +: 1. INCLUDES SINGLE AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH OF 1.28 GALLONS OR LESS. -SINGLE FLUSH TOILETS-THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A112.19.233.2 -DUAL FLUSH TOILETS-THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A112.19.2 AND ASME A112.19.14. 2. LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE LESS THAN 0.8 GPM AT 20 PSI. 12. FOR ALL NEW HOT WATER PIPING: 314" OR LARGER IS REQUIRED TO BE INSTALLED AS FOLLOWS; 1" PIPE SIZE OR LESS-1" THICK INSULATION; LARGER PIPE SIZES REQUIRE 11/2" THICK INSULATION. NOTE: IN ADDITION, THE 112" SIZE HOT WATER PIPE TO KITCHEN SINK IS REQUIRED TO BE INSULATED. (ES 150.0 U)2.) 13. BELOW GRADE HOT WATER PIPING IS REQUIRED TO BE INSTALLED IN A WATERPROOF AND NON-CRUSABLE SLEEVE OR CASING THAT ALLOWS FOR REPLACEMENT OF BOTH THE PIPING AND INSULATION. ES 150.0 (j) 14. TEMPERATURE LIMITING DEVICE SHALL BE PROVIDED AT THE SOAKING TUBS IN CONFORMANCE WITH THE 2013 CPC SECTION 414.5, 414.5 LIMITATION OF OT WATER IN BATHTUBS AND WHIRILPOOL BATHTUBS. THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM THE BATHTUB ANDWHIRPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEG. F. (49 DEG C.) BA DEVICE THAT CONFORMS TOASSE 1070, STANDARD FOR WATER TEMPERATURE LIMITING DEVICES, OR CSAB 125.3, STANDARD FOR PLUMBING FITTINGS THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS/PROVISION. 16. PERMANENT VACCUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBBS. MECHANICAL NOTES: 1. PROVIDE R-6 MIN. DUCTWORK TO HEAT AND COOL PROPOSl::D AREAS. EXTEND DUCTWORK TO EXISTING AREAS.w 2. PROVIDE MIN 22" SQ. ATTIC ACCESS AT EACH SEP. ROOF SECTION & 22" X 30" ATTIC ACCESS TO ATTIC HOUSING ANY F.A.U. COMPONENTS. 3. PROVIDE UNOBSTRUCTED PASSAGEWAY MIN. 24" WIDE, MAX. 20' LONG TO 30" PLATFORM@ FURNACE (WHEN IN ATTIC) CONSTRUCTED OF SOLID FLOORING PROVIDE SWITCHED LIGHT. 4. PROVIDE UPPER AND LOWER COMBUSTION AIR FOR F.A.U. 5. COMBUSTION AIR AND RETURN AIR MUST BE SEPERATED BY MIN. 10' 6. PROVIDE ACCESSIBLE GAS SHUT OFF VALVE WITHIN 3' OF ALL GAS APPLIANCES. 7. 8. 9. 10. 11. 12. 13. THE DISCHARGE POINT FOR ALL BATHROOM EXHAUST AIR SHALL BE AT LEAST 3' MIN. FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING DUCTLESS FANS MAY NOT BE USED IN BATHROOMS W/ A TUB AND OR SHOWER. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. FIVE AIR CHANGES PER HOUR ARE REQUIRED FOR BATHROOM & LAUNDRY VENTILATION. BATHROOMS ARE REQUIRED TO BE VENTIILATED WITHA MINIMUM 50 CUBIC FOOT PER. MINUTE INTERMITTENT AND 20 FOOT PER. MINUTE CONTINUOUS EXHAUST FANS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. ATilC/UNDERFLOOR INSULATION MUST COMPLY WITH SECTIONS 904,908, AND 909 OF THE CALIFORNIA MECHANICAL CODE (CMC). RESIDENTIAL VENTILATION REQUIREMENTS: KITCHENS: REQUIRE EXHAUST FANS (EITHER INTERMITTENT/100 CFM OR CONT.IS AIR CHANGES/HOUR), DUCTED TO THE EXTERIOR BATHROOMS: REQUIRE EXHAUST FANS (MIN 50 CFM) TO BE DUCTED TO THE EXTERIOR. RESIDENTIAL BATHROOM EXHAUST FANS SHALL BE ENERGY STAR RATED AND SHALL BE CONTROLLED BY A HUMIDISTAT CAPABLE OF AN ADJUSTMENT BETWEEN 50% AND 80% HUMIDITY. CALGREEN 4.506.1. EXCEPTION: CONTROL BY A HUMIDISTAT IS NOT REQUIRED IF THE BATHROOM EXHAUST FAN 18 ALSO THE DWELLING WHOLE HOUSE VENTILATION. ALL FANS INSTALLED TO MEET ALL OF THE PROCEDING VENTILATION REQUIRMENTS MUST BE SPECIFIED AT A NOISE LEVEL RATING OF A MAXIMUM 1 "SONE" (CONTINUOUS USE) OR 3 "SONE" (INTERMITTENT). :; " ...:l; ""'11 -- 'in "' '>·' WI I -N • 0 I 0 N ,; : • 'd'I -I ;,. N ',-:: - ' ' /''-'? . , ' < • , /o, 'b, . ' A A-6 s •' < < 4 ll, <1 ll " " <l < ' ' ' "<J ,i",, . !v . . /, ~ ' ' < ' < ,> •'£>, ,\ i 'Z~'u! ~'i')'3, ~'[bD ~}2, 1" " • • /ro, (i:, . , " "' ij,- Rt, JOSo ""Rrctssto IV1c1;t l:~-\J~· t,I:> . ":,<:I, o+ <;! ~ ·;.- JPEN OFFICE 9' -0" CLG. ':°'h-<: 17'-11¾" • N I ;,. 6050 DBL. CAS. 8' -0" 100'-~" N,. 0 I "' n~ 1l 1a· 1''1 \ /./7 H COAT CLOSET CAB. ': V LINE OF STORAGE _ UNDER SI4IRS __ _ 1,~~~~c==..±1 a.I i1 24'-9¾'' 4' -Q" :ii5 :is :1' 7_Q' -5" 6050 DBL. CAS. • g• -1__1" -"i" ;,. SPLIT , ---------4 LINEN N ~ 1! GUARDRAll,~O BE 42" ABOVE F,F. w/ MAX. o ING NOT ALLOWING 1-I -.i-1 --'i'N:/,--- A 4" SPHERE PASS THROUGH l~I I n _fiJTRY 1 1 ! ' ' !'2' -0" CLG. 'o I 00 -" " fa/ AT ANY POINT. ANDRAIL TO BE 36" ABOVE NOSING TREADS UP io I ;,, ~ 26 PKT. ,-: (0) r~+--+----->< --1,0~2~~21 ~111J □o~ i'-j Ii a. :ii5 ~ HOT MOP PAN W/ TEMP. GLASS ENCLOSURE --, "' I ;,. - ,16" .:(::: 4' -0" !Q 'co 'o '"" .r~·:·M~-:JW-"10_ 27'-~" 16' -3" 8' -0" -----~------_______ I,___ -- 5040 XO 4" DIA.' DRYER VENT TO EXT. W/ MAX. 2 BENDS @ 14' LENGTH 11 ~J Of-~jQ~-'o, , •. ~ 7 I I 'io 3080 I ;:, -u VL\.l', I i<'") I ;,. - I 9~~~~0!L1. I ' ' ----•-71 • IX) I "' I I I I ,g680 PKl Ur-: a. :ii5 ·~ <O "' • ,.._ I "' ,o~: ~ "'' .. ,_,.I l~ irt~:" r--POOL PUMP, HEATER & FILTER SYSTEM FENCE TO 5•- HIGH ' 0 I -N .. 2017-0068 ·:,_ -':-m·-.. -"~--- • 0 I ~ 'I Yr , r---; CJ ......... 'i ~ E 0.. 0 0 . 'O O> 0:::: -~ C >, O> 0 ·-;, gJ 0 'O 0.. 0 llJ CJ) ~ st- ~ E ;, ;, ;, I; '-'' .iJ ]: ~I 9;-~J, s:, ~c,-w ,_,<tJc.,~ lf_---~ ~ G; __ ~080 FR. 'DR. TEMP) { ! I 11 ~080 FR. DR. Tl II, 20~0 CAS. TEI 11 l'z I HOT MOP PAN r:::,((~W/ TEMP. GLASS ENCLOSURE .=..-..1 "' I 'o I "' - • 0 I "' - ~I I i--- • 0 I "' • 11:"I I ,.._ • 0 I ;,. ~ «.> ~ r--- ~~ o en !Q 0 ~ ..J f-fD • Cl Cl ~~ 0 u; c3 _; ID Cl ~ <O 1tl 1 I I I _J 7 I 0 lC) !Jr': -...,. V It Q~ ,, ;::, . 0 ;::, en en zU a: L..'. I~ ~ <:>~ Do BEDROOM4 9' -0" CLG. 30" PANTRY 2680 PKT. ["I Zi lf 3080 000 (1 ll 18' WINI 2. ~" 7!t I • ! ' 42" RANGE WITH RANGE HOOD DUCTED TO EXTERIOR. i L I I' I DW I 0 I DW II ' ~ -_L-_,J-._ -_L~.J I 10' X 5' -6" ISLAND I r-----------_J 18" DEEP BARTOP TRAY CEILING_] AREA TO 10' 20' X 9' OPNG. ~ 7'-11' _J / ~ FAMILY ROOM VAULTED 10' plate height I/ LINE OF CEILING VAULT (CONV. FRAMED) ~ ..J f-fD • Cl Cl /4T & GLD 42" GAS FIRED I ~ FIREPLACE INSERT UL LISTED I ~-~~-----,APPLIANCE W/ B-VENT TO EXTERIOR. ~ ~~ 0 0"' -o '-.. v II) 0 1;, t j.',;· NOTE: GAS FIREPLACES SHALL EjE DIRECT VENT SEALED COMB. lYftE. 18'X io' Bl-FOLD DOOR TEMi. UP ~ 8' t6. ~~ :,; ·~ en !Q 0 ~ ..J Q " " DINING 16'-0" CL Dl>l :1~ f-fD / ' Cl Cl O • ~c'; O II) Ill--/ ;; ' "' 0 ;::, ,-: 0;::, en en zO ~ ..J I-fD • Cl Cl ~~ 0 0 "' - -j ~ [;; ·~ 0 "' cj ~ u. 0 l.J z ::J ~~ J ' ·'· ~ ~ ' ,. "'"°I " "-/ . ~ f, <:><§Jfo~ ~~~ /, .q•q. /4-\-~~,~ ~ /~,,./3 ~\ " ~ ~~ DN " PROPOS'iD PATIO // ~&./ GUARDRAIL TO BE 42" ABOVE F.F. W/ MAX. OPENING NOT ALLOWING A 4" SPHERE TO PASS THROUGH AT ANY POINT. HANDRAIL TO BE 36" ABOVE NOSING TREADS ,-'k---------~-----------------~~-----------------,jJI 0 I • • 0 I ;,. - PROPOSED DECK 520 SQ. FT. WATERPROOF MEMBRAN DECKING FINISH w"' a. -Or;°' l. -l ... en '-- 26' --:-0" GUARDRAIL TO BE 42" ABOVE f,F. W/ MAX. OPENING NO'I i,~\.Oil/ll!G ~I I A 4" SPHERE TO PASS THROUGH AT ANY POINT. HANDRAIL TO BE 36" ABOVE NOSING TREADS W.A.LL LEGEND EXISTING WALLS TO REMAIN NEW WALLS 6' -4" ~~. PROPOSED l,,OGIA ~ ~ f& ... ' // " ' -~ ' ~· 13'-11" UP R12'-Q" " " ~ B4~~Lo9SED MAIN 2 ''CA', ··:c..... 14' -6" io I "' 2· -6" 19' -21 .. A A-6 FLOOR PLAN :_ <~Jt113?~J-,f0§' ·t ;,}051B-i: ;?f~',. §'.-=-_4." 2' -6" 101 -6" 2· -6" • 0 I 'io 14. INTERMITTENTLY OPERATED (KITCHEN, BATH, ETC.) LOCAL EXHAUST FANS SHALL BE RATED AT 3.0 SONES OR LESS 15. KITCHEN, BATH AND OTHER EXHAUST FANS SHALL BE SIZED PER ASHRE 62.2, TABLE 7.1 OR TABLE 4-9 OF THE ?008 RESIDENTIAL COMPLIANCE MANUEL, A 4" DUCT SHALL BE USED AS TYPICAL FOR THE PROPOSED ALTERATIONS WHERE 50 CFM FAN EXHAUST MUST BE EXTENDED. 16. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPERATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO. 26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 17. A MECHANICAL EXHAUST VENTILATION SYSTEM, SUPPLY VENTILATION SYSTEM, OR COMBINATION THEREOF SHALL BE INSTALLED FOR EACH DWELLING UNIT TO PROVIDE INDOOR AIR QUILITY (IAO) VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 18. AN INTERMITTENTLY OR CONTINUOSULY OPERATING LOCAL MECHANICAL EXHAUST VENTILATION SYSTEM SHALL BE INSTALLED IN EACH BATHROOM WITH A TUB, SHOWER, OR SIMULAR MOSITURE SOURCE AND IN EACl,I Ki'VC1'fEN l'1'i' C01l.r,"°Ll'ANCE ~~1l·TH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION, INTERMITTENT LOCAL EXHAUST VENTILATION AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS. CONTINUOUS LOCAL EXHAUST VENTILATION AIRFLOW RATES SHALL BE 20 CFM IN BATHROOMS AND 5 AIR CHANGES PER HOUR IN KTICHENS BASED ON KITCHEN VOLUME . 19. DOORS BETWEEN GARAGE AND DWELLING SHALL BE GASKETED OR MADE SUBSTANTIALLY AIRTIGHT WITH WEATHER STRIPPING. 20. CONNECTIONS OF METAL DUCTS AND INNER CORE FLEX DUCTS SHALL BE MECHANICAL. NOTE: EXISTING "NON-COMPLIANT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLON OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE GALLON OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407 'I l'l ' 1~1 'S ''I ,/{; 'f •I 7 Ill 1-1 ' ,-.-,, ~ 0 ♦-~ ♦-"'O "'O ~ c6 ....--1 C) "'O 0 s C) ~ ♦-....--1 0 ~ ♦-u f 1,-:1 -~ I" ~ 0 , c:j O l-1 a~ ~ <C Ii ·-u -Q"O' r/J ro .n tn <fl 0.:::: N ro -s:i-u 15,1 ,, {~ Iii :::.-·' l!{i f' Iii ~: '.-1 '\1 .. '.-''.::i;p'f-' ~ -p.., ;.., 0 0 -µ., i::: . ,.., crj ~ "'d Cl) ell 0 0., 0 ;.., p.., Scale: 1/4"=1'-o" Sheet: A-1 Sheet: 7 of 12 .~i;,'ff>"-;--'--1-;:,:,:,:..,si;' d UWal z ~L ~ 0 ·,, ~ > [:] "' I'< w ·;: ~ fl I-·•' 6 i!: :!: /: F11 a:: k~- " a. 0 Q; i!: >-~ f2 0 w~, z -~: " . lll <t II w <D f2 >-1"°1 WF '+i ·-< ,·,1 ~ ~Ii,' <( :'0 a:: ,.<1 0 z _a'' in ,-❖ 1\-------- ◊ 4: 12 If\:◊ I 4, 12 I <) 4: 12 0 'llJI I <) D I 4, 12 ~ Clil 4:12 £'221 I 0 --------------------------- .., ◊ 4: 12 .. a::, 4: 12 0 ,1----f, '-~- (11 ◊ 4: 12 4: 12 _0_ ~I \!, ~~~~2~0 FLOOR ROOF PLAN ROOFING NOTES: 1. ROOF PITCH SHALL BE 4: 12. 2. NEW ROOFING TO BE LIGHTWEIGHT CONCRETE TILE ROOFING (5.5 LBS/SQ) OVER TWO LAYERS ROOFING FELTS, (1-LAYER 30# OVER 1-LAYER 40#). CONCRETE TILES BY "EAGLE ROOFING" PER REPORT ICC-ES-ES-1900. 3. EVERY OPENING IN ANY EXTERIOR WALL SHALL BE FLASHED W/ SHEET METAL OR WATER PROOF BUILDING PAPER. 4. ATTIC VENTILATION OPENINGS SHALL BE COVERED W/ CORROSION RESISTANT METAL MESH, W/ MESH OPENINGS OF f' DIMENSION. 5. PROVIDE FIRESTOPS, VERTICAL AND HORIZONTAL, IN ENCLOSED SPACES @ 1 O' -0" INTERVALS MAX. (UBC SEC 708.2.1) 6. VERIFY OR PROVIDE ATTIC VENTILATION EQUAL TO Ito OF ATTIC AREA, AT EXISTING WHERE ATTIC AREA IS OVER 30". USE 18" DIA. ~ ROUND DORMER VENTS TYP. 0.75 SQ. FT. AREA. MAIN FLOOR HABITABLE AREA = 3,357 SQ. FT. / 150 = 22.38, PROVIDE 23 VENTS. SECOND FLOOR HABITABLE AREA = 1,391 SQ. FT. / 150 = 9.27 PROVIDE 1 0 VENTS. (j INDICATES VENTS VENT OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE CORROSION RESISTANT MESH. MESH OPENINGS SHALL BE a" MAX. CDP 2·" , - I I I I I I I 7 16_" I I I I • 00 ~ A A-6 " " I I I / / - " " / --....__ ......_,,/A._< " " "\ " I -\ " \ " \ " "' I " · --st -·N&Yi½h@i~~X'M 61'-11,.)" s· ~P" 24' -9· 1" 27'-Bl" 71 -1 " . . 2050 CAS.__ 8050 xox ., 20~0 CAS. TEM_P. , •.. ··· . I ,. ,. 2680 ' " 1 1 0,,,. , . .. . . 2030 CAS. . ' 2030 CAS. _ 2030 CAS. ' I -------Iii 6050 ARCHED FXD. fl ' 1-,-., -~•JS; r --=" Iii ci~ lf--=r- r;: : ,t -=:jlir=.---=--L_JII ~ ~ lJ~ ::::, Cc fl= w"' "'o UV, >--en _,_ ::::, u « en >F ,;. / ~-. . .. . . I I . 1 "' ! J _ sg ·:'~"ci~~ . h I 3' -6" i, 6 -22 I 1~1 ·I 11 30' DEEP I I I r¾, .... 1 .I 0 ~ I I i;•I [2680 PKT. "-I ~ I ljl Cl I ;,. I NI I :~ □·1010ru ' 2680 PKT. ------~h ;:;'j~ PAN W/ II=! D 11 HOT MOP @5 e5TEl,IP. -eb\S I I Vl ll oo~ I~! SEAT I l\ • 0 I ro, • 0 I "' I 'o I 0 "' I 1- \ \ e ~ -t--1 " I I ~ . ~ ::jl~~z' · Ill "~~: --=:jlH "' I lr---__J" 1,-----/1 , L9,FT ~ g Q CLG 2650 FXD. i:::;!3 f~ /~ ENCLOSURE ·\1 ~ . . <) 4: 12 ~ I) <) 4: 12 t )._ / "\. ~ "'----....__ "?kl--- " / [] 4: 12 " " " <) 4:1211::) ◊ 4:12 A 4: 12 0 ... ◊ 4: 12 4: 12 0 N " " ~" •1 A A - " "-II " ~ -/ / ~ ~ Q 4: 12 " " ◊ 4: 12 ~ "ti ~ ◊ " 4: 12 t . • . " \_ \_ ~ " ~, " " -~ I ' I a 4: 12 • ol ~ .I ... a 4: 12 " / , / / / ,,.s. ' ' . p .... , " / 5016 AWNIN(VTEMP. / / / " " " / / / " PROPOSED DECK 567 S(}..,.FT. WATERPROOF MEMBRAN DECKING FINISH ~57 .... • ~ ~~to-<> "' 'if' ,'7-2 ... ,,.J', . ' O•, ' " ~! 15' X 8' Bl-FOLD DOOR TEMP. ~~to,o ". 'if' --~~ " • ~- " '7ll'I I 1o " as 0 "' . 5016 FXD. TEMP. 0/ !liH--. 5050 XO TEMP. I=! " ~ ll: 0 ~ A A-6 z1 I I ~STER BE~RO~ VAULTE;D 8050 CAS./FX(l7CAS. 181 -0" ~ . ,-~J§1Sf,, ;,. N >-' ~ MASTER BATH as g' -o" CLG. 0 ------··-·-·----- ··"' '"'")'·'t ,._. 6050 XOX TEMP. 1 Q'-0" 01:i i{'. 0i E::1 ' 0 I 1-- ~ ~ I ~-----------------• ... N 24" WALL LEGEND EXISTING WALLS TO REMAIN NEW WALLS ~ ~4~SE09SED SECOND FLOOR PLAN NOTE: EXISTING "NON-COMPLIANT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLON OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE 1 GALLON OF WA lER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WAlER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407 ~~ ~ '' WW' ,M}.·d#tff". ~1 '"- tl ~ ;~ 0 . ,..... -,..j . ,..... ""O ·ii ""O <C :i:1 o<3 00 al 0 ,. 00 -~~ OJ~ i::: ·-u -;;,. ~ .:,; al VJ .D ,,., u, o-0) N ~ "'1"U ~ . ,..... -0 ~ . ,..... u Scale: 1/4"=1'-0" l•J Sheet: A-2 8 of 12 i!I ,,li :; :fil1 >! , 'I :r; • lb'.1 SJI ,$"I ,:.f ' J., 111 ;<;, =: ~ 0 i· 5 Jf,'j a::: !0' w .. "' z " iii w o• " "1· i:; ~I ~ w "' z 01•· 0} z ~. ~ 0 w ~ 0: a_ X w 19; '·'.· w ~ ;.!I Otii£·.,i w .--,~-z ;. (!) ,1 v(~ /,fJ ,., <( ·£1 w Ill re >-w ~ W~;j a::: ·"';I "' . "' ''I 0 ''.;~ z ,_, Ii !!;' w 0 ,. "' . I-,.- "' § If~, >-~ 1:'!j >-t:", ~ zt. -t-'' § z "' J: 0 8 0 6 0 '1 a::: --~ <l}I a.. ,1-, ~ w Ill re I-F- 0 z w!! a::: h <( !I, <H "' ' " z 3' ~r 0 0 z <( I.·· "' 51'.! a_ lli ~F i:: I, i3 ~ a_ 8 • 0 I in - • "' ' "'· 'b ) in ) - 1-z w 2 w > <( (L ,,,---... w ...____..,,, LL 0 w C) 0 w -" " " " " I-" ' " " " ' ' " ' " " " '" ' " ' ' ' " " ' " ' " ~ V-· ' ' ' . ' v'_ ,, ' ' ". " " ' ' ' ' iY ' " " ,, " ' ' ' 17 ' " ' ' " ' ' I I I ~I _j >-1- 0:::: w (L " 0 0:::: (L ' " I " ' ' I " V ., ' • ' . ",1, ' " ' " " " ' " ' ' : VI". ' . "" Ii !; ~ ··"·* f; . 16'-o" N) RET. WALL (MAX. 3' HIGH ;'i;j ' " ' ' ' ' V ' " ' ,, ·o•- 1 V t"),, t>, cl V V ' V V ' 17 ' ' ' V . i7 v· ' " ' V V , [:, ' . " " . V t,: ' " "" ' DN, ' ' t> -; ' " • " ' " " ' ' " V' . ';} ' V ' " "' ' ' ' ' • • " v " ' " ' ' " ' ' ' " ' ' " " -V [:, " . ' " ' • -INI " I I~ Ii ,~ ~ ,~ 13 I I l I I I I I I I I j 5'=0'' '9ss er:: 8 C, ~ ! • -.... , "' I . N 00 X u:, - '"-,/·-~t,. ·1$t!hi£;: · A A-6 / "' "' / ,"' J / / / "' / r-✓ "' < ) \ \ \ > / '> / EXIST. STORAGE J "' EXIST. STORAGE EXISTING I STORAGE EXISTING GARAGE FF=276.70 N) 42" HIGH HALF-WALL B A-6 -/, / -/ ' 'v "' "' -)5,1 r / / "' "' 1l "' 8'-3" PROPOSED STORAGE ,;_,:ol~'I ~-~ ;-, ,•-(f·Y,~i -~ )JP ,;,,.,., co I "' 0 :g "' 3'-6" 3'-9~" "' . . " , i~/ ~ . t ·. ·. ~i ~N) V KEYS:O~::~LL ~vit~?:·--r~ I I 1N I l'J1 ' t>"' •ll " " i'v " ' ~ " ' V ' " " . ' ' V '"' ."i:, ' " . i:-. V. " . " " ' ' " ' " i7 t> ."'<J ~· . " ' ., ' ' " • ' ' " ' ' " " ' ' , V-~ ' ' ' " " ' ' ' ' V Vt>' ;: . t> __ "@5 " /" 8 V i7·. _· i:-" a ' t> . . ' . " \, " .., w :,: ' er:: w ~ ' . "\ " "7 .'v: ' ·-. v. [). . 'v' . ,· / _· .. '/" ."· ' ' • " " ' ~- ' ' " . .· . ' .. ~ .. ' [). ' ,., ' " . . . . .;;;;:(' ~-{ ' " " ' " ' ~ " . . ~ " ' ", .X . "' . -, • " • /2'(0 loi'-'10' • /'.,\\;, 0~ ' . . . ·v ---:-/\)\~ . --'v . I> I> . V . '" . . ' . ··v i:-··v v ' " ' " ' V, ' ' t> i7 " '' i7 [)._ ' ',J>. ' ::::L1 -,;::;;:-yu:;: p-,y " ';;£;.fe•- " " ,· " ,'I;,.- ' ' (N) KEYSTONE WALL 7' -0" • 0 I o N _J '/2':&i, 21'-0" PROVIDE 5/8" TYPE "X" GYPSUM BOARD THROUGHOUT W/ R~SILIENT CHANELS PERPENDICULAR ID FRAMING MEMBERS AT CEILING 16" Q.C. PROPOSED GARAGE FF=274.70 I ,.,: ,fif!~, ,--,,, ;; '.5;i,--· -a'_'""''" F;,W\•?) 26' -0" A-6 ·'.~J&::·" "' ·-·Ji:,· ..• ~;::: .. -rs, -;,;, ,,,, ' 'j ' :f > li ~"'-) 8 C ~ :,: i 00 X 00 'b I o N EXIST. A.C. SURFACE TO REMAIN LINE OF WALLS ABOVE "' r------- 1 I "' "' "' "' "' "' "' UNDERFLOOR "' I I I I I I I I AREA I I I I ','¾.iJiiM "' "' "' "' "' "' ~ ~4~SE09SED "' . <. NO NOS.E W/l)IOSE ~ :;; "' ;,., r-- 2X STRINGERS @ 16" O.C-, IF OPEN RISERS ARE USE "' f1 ' THE OPENINGS IN TREADS m W •~ SHALL NOT PERMIT THE PASSAGE ,25" MIN. -1.25" MAX. OF A 4" DIA. SPHERE OSING ; STAIRS TO BE BUILT PER STANDARD REQUIREMENTS Al MIN. WIDTH OF 36"; B MINIMUM HEADROOM OF 6' -8"; C RISE BETWEEN 4" AND 7. 75"; I' '".':i D) MINIMUM RUN OF 10" (FOR WINDING STAIRS:6" MIN AT NARROWEST POINT AND 10" MIN. AT 12' FROM INSIDE RADIUS.); ·· E) TREAD NOSING BETWEEN 0.75" AND 1.25" bN STAIRWAYS WITH SOLID RISERS; OR LESS THAN F) MINIMUM LANDING DEPTH OF 36"; :' Gl HANDRAIL HEIGHT 34" TO 38" ABOVE TREAD NOSINGS; H PERMANENTLY WIRED LIGHTING OF NOT LESS THAN 1 FOOT-CANDLE AT TREAD RUNS; ! V ~~~,1~1'-~ETAIL THE DIAMETER OR WIDTH OF A 1 1/4" TO 1 1/2" HANDRAIL OR GRAB BAR SHALL BE " . " . 1 1/4" TO 1 1/2", OR THE SHAPE h1 1/2 C SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE 1 1/4" TO 1 1/2"[ ~ALL OR 0TH SURFACE ,r;.- y 'r~ r .... :, 1o "' ~ ;,. "' THE CLEAR SPACE BETWEEN THE HANDRAIL & WALL SHALL BE 1 1/2" {38mm) @ HANDRAIL SCALE: 1"=1'-0" A A-6 FUTURE POOL AREA FF = 278.0' en 0 < L,,J g:: "-0 (.!) z in 0 z la,! <( 11" RUN. LOWER FLOOR PLAN NOTE: EXISTING "NON-COMPLIANT" FIXTURES (TOILETS THAT USE MORE THAN 1.6 GALLON OF WATER PER FLUSH, URINALS THAT USE MORE THAN ONE 1 GALLON OF WATER PER FLUSH, SHOWERHEADS THAT HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OF WATER PER MINUTE, AND INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS OF WATER PER MINUTE) SHALL BE REPLACED. CERTIFICATION OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407 WALL LEGEND '(-~ ,_., 7< .-,,,,~ '.'f":'};f'." 1?'\"""--,) ,.c;•,i' .'~,"';""';7" EXISTING WALLS TO REMAIN NEW WALLS ·· '-·.:J ,-" ~, _,:,;:/' ''I I, ,., fl ll I ·I \\ iii ' ti ' " j •~1 ':i II! l~I ' --111 168 ~ 0 ...... ~ ...... '"d '"d ~ ~ ~ (].) '"d 0 s (].) ~ ...... ~ 0 ~ ...... u ...... . ..... 8 ~ ~:.=1 i:<:l -....... (I) ~ ~ !5 O 0 ;;,. -I-. µ. 0 I-. 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'>., ···_: "if·"> "'?""'~· ~ ' ----------- NOTE: -- EXISTING GRADE TO REMAIN -~-------LIGHTWEIGHT CONCRETE TILE ROOFING (5.5 LBS/SQ) OVER TWO LAYERS ROOFING FELTS, (1-LAYER 30# OVER 1-LAYER 40#). CONCRETE TILES BY "EAGLE ROOFING" PER REPORT ICC-ES-ES-1900. 12 , r, , 4 r::::-:-7,, 1::: • 1 NEW EXTERIOR WALLS \IV STUCCO 1 , .. , . ',; , '' I·; 1 FINISH OVER 2 LAYERS frYPE "o" TOP PLATE -----------·---------.-c1"'T""Trr-f~ , , .. , I, , 11. , ··'1 • PAPER AND WIRE LATH I I i :I I I; I: : i 1. ! ---------------------------------------------I,' I Tel· I I I I! I ' I I' TOP PLATE_ y HEIGH-2__ LIM::..11::..---- BOTTOM PLATE • 0 I "' _TOP_PLA_T_E ~•-... __ ' 0 I "' _BOTT_O_M P_LA_JE_ ~"s.---- TOP PLATE BOTTOM PLATE ' 0 I "' -- 12 4 c:::::------ ---~-:---------------- 0 nV ~· ~ f-J ' ! ti I I ' ! ' I ' 0 I ' I . "' • -.i,..-1 '-~ ~ ~ ~ ~ ~ ~ f-J ·' ·-· ------_..:1;;;~===============:'.::::::I 11 :: :: : ·1------------------,,.. ------< --• _BOTTOM PLATE . ------- ~ ---l~-00 00 oo I ..Jl)L __Jl(J__ __Jl(J__ __Jl(J__ __Jl(J__ oo " 00 ~ --'"k,~ __ _TO_P _P_LAT_E m 1111111111111111111111111111111111111 ~1111111111111111111111111111111111111 11 ~,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,, ~-" I I I I I I w:r I I I DI n ' 0 n I I I "' ' ' I I ' ' I I ·-·A-+">.--1--------\ I I I -11--ll~fl.l I c-----·-------1-t------ -l_ -_L _ -__I_ --------, +--------- /4 n~Be0 SP~8" 7TI 1 1 11 . 11 I I . ' --· 5-5:i()~-s:i()~5)~~00 -I I I '_BOTTOM_]"_LATE // mE=~ ~@6~'---a~Q8~"--rf~ ~=IU~>t(a~ '----./',_V ~b_F.-?200 ~ ,, . ~ ~ /'::,. ~ t LL ~ ~49~1~0~ EAST ELEVA Tl ON C C r~ £)(1s11NG tR/IDt. ADHERED STONE VENEER ~ ~ ~ ' ~ TOP PLAT_L_ I -: ----=--=--~~ ~ ~ ~ ~ ~ ------------(J_ [l ~---LIGHTWEIGHT CONCRETE TILE ROOFING (5.5 LBS/SQ) ---,~ OVER TWO LAYERS ROOFING FELTS, (1-LAYER 30# __ 11 , 11 , 1 OVER 1--;,LA YER 40#). CONCRETE TILES BY "EAGLE • --r --12 • I 11 i i : I i I i I ! ROOFING PER REPORT ICC-ES-ES-1900. ~ 4~ : , : I' I I j i i: ! i I 11 "' : i i 11 I I ' I . i j I ! : , ' ' , ' ' ', 30' HEIGHT LIMIT I I i : • , 'Ii i' 111 I ~ ~ BOTTOM PLATE .,.•~--, ----" ---+-----~-----~-----~-----~-----~-----7---1-- ~ ~- -----LL--, i="i~-~ _T_OP _P_LAT_E_ __ ->1".~--I __ --+---H--- ' 0 ~I ' .-_!'.JI -I "' N BOTTOM PLATE --- t--1 --t-1-t---+-+ ---1-1-----c-+ ---- \ I \ I \ \ \ I I I Ti" • ~ w LJ Li Li TOP PLATL _ -'k---t-- --+-- ---+--K~\ :6(: ~ ,u~~\..J~Q ~8 !--lffFrr~ I I ' t:,~ I E II 'CJ,.im,, 'v I 'Qt:, =~ 1 1 . 1111'1\I 'I a~ \CJ ~ 1 Dt:,'111111' \CJ ~ ~r'>., I?= ~II ~ Ii'- , '. T 0 I . 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Sheet: IO of 12 I J 'i~)f<;?:trk,.§\ti 1~! ,~ !il• /2; -~ ;·,Ji. t;I '.if, ~,J 1@) jf i ~11 w~ 0 -· 5 ffi w 0 z •• F~ ~,. ~~' oc~ 0 . ~, z Cl " ;;:; ,;? v, ·sf w ,,, .. O :4 <i. 'ti :i ,~f ;it ~ ~i ,:1 I-i, z '~ I,{ ''C.i z 0 0 z ~ ~ 0 w W•• w~ w• oc~ ~ ~ ~ :•1 ~-~ 0~ ~-· ~ z fr'. 0 0 W"' 0 :, 0 W.$) o~-oc . a. w fr'. w CD R b z ~, I:! ··i ,); (/J jy~ " ·i i ~!; ~ '"I er: "' 0 0 ~ W f;fr,1 m w I ""i· f-1$. !'1:' mi .,,1 ~ (k, I 0 ~ a. 0 0 3' '.'i z 0 " " 0 0 0 z ~ iJl t'~; w ~---,. 0::: -t ~<1 f,;; ~ c;-;,..-;;,-c-n,=~-,,--,,-~.,_ . .,, •·• , -. "' ,;q,-,.;,_0;-.-;..,'fe-"'~ "'K14ii?'·'·,;;,,il•'.'b:,"" ' --o-'· , be 'ilcd:= ", --"ic'b, -.~.,•-•< ~"'-:irl:?i;¼,,~:~?ttJ~:t+Ji: "'0¼1;i!~%.W1f;;$;~;f-~: ~i~Ji; '€-;,'!';~ !fi.:-.... ");}f ,_ :C;$'Jtt•> .;~~"'~ ·•,; .. t~{®~ NOTE: EXISTING CbRADE TO REMAIN TURRET TOP PLATE ----/-----'k---~-".:;-:--1-··_-... ' 0 I (0 r1 rr1 (('"'\1 ------/ ---- 1· --.. __ ---------· _,,,r ----------------- --------LIGHTWEIGHT CONCRETE TILE ROOFING (5.5 LBS/SQ) ---OVER TWO LAYERS ROOFING FELTS, (1-LAYER 30# OVER 1-LA YER 40#). CONCRETE TILES BY "EAGLE ~OFING" PER REPORT ICC-ES-ES-1900. ---QIN.ING .AREA T_91"_ PL..A.TE -• :u .. ur ------J 'iJ 1-ir,;v -rz,--w-121--rz, ·-···127 .... tu . 777·---127 .. 21/ ... _r/ -30' HEIGHT LIMIT BOTTOM PLATE ' 0 I (0 - .v ---.cc~:::- ,/ _,,---'" ·-....... ----;:-" ill \ I\ \ \ • I; I• I I I EXISTING GRADE ~ -., I I II •(:_-:· ___ ::__~j ' ; . "c---l .;., ' ·.. . : ,,12 I 4~ f- ---5~~¾> ·s,.. ,, ·~170,r 1 "' 1 / i '-, 1//J /,J/·' r ~·,c > 0/'·' ( '\~1'---7 • c ) I. ;,<. "r ) -c-1,r "><, ~=-=(ir-"' . I", . (l '\ f' -6• .. 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FAMILY ~OM TOP_PLATE ' 0 I N • BOTTOM Pt;ATE -----,--~k-1' ------I------- TQP PLATE ' -IN -- <D N l/1~i'~tssf5c~~\' ---- ADHERED STONE VENEER-~ ~\ )t'~I ~~~~-----'--------====~- NOTE: POOL, POOL AREA, AND RETAINING WALL NOT INCLUDED IN THIS PERMIT 30' HEIGHT LIMIT NEW EXTERIOR WALLS W/ STUCCO FINISH OVER 2 LAYERS TYPE "D" PAPER AND WIRE LATH ·~~ ~49=~'!0~ - WEST ELEVATION ~-.:..:::::..:-------- ,..,.._ ' . ,. . ,. ·=·-=-~> < ' 0 I '" BOTTOM PLATE ----------- _____ , --- ~-------LIGHTWEIGHT CONCRETE TILE ROOFING (5.5 LBS/SQ) OVER TWO LAYERS ROOFING FELTS, (1-LAYER 30# OVER 1-LAYER 40#). CONCRETE TILES BY "EAGLE ROOFING" PER REPORT ICC-ES-ES-1900. --------- TOP PLATE ,_ -'k--'- i I ~ 12 4 i::::-------- ' ~ ~ ~ ~ ' ' ' . ; ' " ' · ______ . 0 0 ~ El '-j 1:1 -- , 12., ' 4 c:::-----::: . : : ' ~ 0 0 ' 0 0 0 0 ----· / / .. ,------,--' ------ 01--' 0 0 0 I-' b I rn I -, Fl] ~El! ------- --··1 ' I I 1 □-, I II ''! rr- /x1~~ r=r==[11···-tt-J1 1---,,.~,1·· k , : It' !~~· 7 .. TOP PLATE --------- .-'J,..-1 I in '" : · 11 _ I I 1 I !-, .. c-) ?·]~() ~1:·1 <·) ";;1\,J~:c·),~~·f;~J-:c·) ~)>I"·c~5~/'i"; . = BOTTOM PLATE NI ~---I) .. ~ -,( / ·,1-,( ),= (•( < '""{;"I /,-, • · ~ ) < ,,~ , · .• ... ' --------· ... ----.. ------....... ----!~J',,I;,. (~_JJ~:1''\"-J"J/< \_)'.l\-(\_}J .•. -A\·\. .. 1'l(-:'. ,---'Is···-. . 0 0 0 0 0 0 0 ~t/---( l \ /_, ··, ( ,,)/ ·, ,) /--• ) . •. ,.) /•--· . I----'-'-'-'--'-"-'--'--'-~,--'---~~-'-'--'---'----'>--'---~--'-, 1--", I I I ri1==:==i1====:111 I~\ r-17. ····· ~·. i-1=1~11 11-1 1>"~ b I "' L .~ ~.••····~l.. l:c i _., 1·1 ··· \1 ' I•:/ .. IJ l_ ,( ····· CL!_ I 1:i~ -1-.-lCT_ s· ~~[~Jl· ... ··.r . 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