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HomeMy WebLinkAboutMP16-0006 000-000-000E 8 Cd 0) E U) C 2013 California Residential Code: zi MAXIMUM FLOW RATE AT =20 percent REDUCTION Except as indicated in Section R308.L1 each pane of glazing Installed in hazardous locations as defined R311.6 Hallways in Section R308.4 shall be provided wth a manufacturers designation specifying who applied the designation, Lavatory faucets, residential designating the tyoe of glass and the safety glazing standard with which It complies, which is visible in the final The minimum width ofa halfway shall be not less than 3 feet (914 rim). installation The deslgration shat beadd etched, sandblasted, ceramic -fired, laseretchei, embrossed, orbe of 2.2 gpm @ 60 psi atype whichonce applied cannot be renovedwithout beingdestroyed. A labelshal bepermMdin lieu dthe R311.7 Stairways manufacturees designation 1.218galons/flushl RusTometertankwater closets Rairways shall not be less than 36 inches (914 mm) In dearwidth at all points above the permitted handrall EXCEPTIONS: height and below the required headroom height L For other than tempered glass, manufacturer'sdesignations are not required provided the bulding H3rdraik shat not project more than A 5Inches (114 mm) on eithersideof the stairways atard below the official approves the use of a certificate, affidavit or other evidence Confirming complarce with this handrail height, Including treads and landing, shat ode. not be less than 31. 1/2 Inches (787 mm) where a handrail Is instate€ on one side and 27 inches (698 mm) where 2 Tempered spandrel glass cid permitted tD be identified bythe manufacturer with a removable €anctaik are provkded on both sides, paper desgnatbn._ 100 Singe -ply roof membrane adhesives EXCEPTION: The width of the spiral stairways shall be in accordancewith Section R311.7.10.1. R308.1.1 Identification ofMultialeAssemblies i SPECIALTY A PP U CA11 O NS R311.7.2 Headroom Kiltipaneasserrblies having individual pares not exceeding i squarefoot(0.09 m) In exposed area shall have at 510 least one pane in the assembly Identified In accordance with Section 8308.1. All other pares in the assembly shall the minimum headroom In all parts of the stairway shall not be less than i6 feet 8Inches (2032 mm) measured be labeled "CPSC 16 CFR 1201" a "ANSI 297.1" appropriate.as vertically from the sloped Ire adjorin9 he tread j R308.2 Lowered Windows or 3alousles nosing or from the floor surface of the larding or platform on that portion of the stairway. Adhesive primer br plastir EXCEPTION: Where the nosing of treads at the side of a fight extend under the edge of a floor regular, float, wired or patterned glass In jalous ies and louvered windows shall be no thinner than normal 3/16 opening through which the stair passes, the floor opening shall be allowed to project horizontally inch (S mm) and no longer than48 cinches (1219 mm). Exposed glass edges shall be smooth., into the required headroom a maximum of 4314 inches (121 mm). R308.2.1 Wired Glass Prohibited Stair, Tread. Handrails, and Guard Rails: Wired glass with wieexposed on longitudinal edges shag not be used in jalousies or louvered windows. 250 SUBSTRATE SPECIFIC APPLICATIONS R311.7.SStalrtrleadsand risers R308.3 Human Impact goads 30 Plastic foams Sairtreads arch Asters shat meet the requirements of this section For the purposes of this section al dimensions IndviduieI glazed areas, including glass mirrors in hazardous bcations such as thcaelndcated as dottrel in and cimensioned surfaces shall beexclusive of carpets, rugs or runners. Section R308.4, shall pass the test requirements of Se tion R308.3.1. 30 Fiberglass R311.7.5.1 Risers EXCEPTIONS: L louvered windows and jabusies shall canply with Section R308.2. The maxinumr'ser heghtshal be 2 Mrrors and otherglass panels mounted or hung ona surface that provides a continuous backing 73/4 inches (196 rnm). The riser shall be measured verrticaly between leacing edges of the aclacert treads. The support greatest riser height within any flight of stairs shat not exceed the smalestbymore than 3/8 finch (9.5 mm). 3. Gass unit masonry complying with SeetionR610. Risers shag bevertdcal or sloped from the underside of the nosing of the tread above at an angle not more than 8308.4 Hazes and pus Locations 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permt the passage ofa 4-nch-dameter (102mm) sphere The locations specified R308.47 shat be considered specific hazardous location do Sections R308.4.1 through � Exception: The opening between at4aoxnt treacle is not limted on staffs wtha fatal rise of 30 fiches for thepurpose dglazing (162 mm)or less. R30 8.4.1 Glazing In Doors R311.7.5.2 Treads Gazing In all fixed and operateblepanels ofswingng, Adng and bidd doors shall be considered a hazardous location The minimum tread depth shall be 10 inches (254 mm) The tread depth shall be measurechorizortaiN between the EXCEPTIONS; vertical planes of the foremost projection of adjacent treads and ata right angle tothe treads lea ding edge. L Glazed openings ofa stzethraugh which a 3 -inch- diameter (76 mm) sphere Is unable to pass. The greatest tread depth within any fight of stairs shall not exceed the smallest by more than 3/8hch (9.5 mm). 2 Decorative glazing. 8308.4.2 Glazing Adlacent Doors 8311.7.5.2.1 Winder treads o Gazingin an inclivicUalfaed oro erabe anel ad'acenttoa door wherethe nearestvertical edge d theglazing Ind g eTher the Wndertreads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planesof, the foremost projection of acjacert treads at the intersections with the waiklne. Winder treads shall have a n a dosed portion and where (610 mm) arc d v postbn o is with a 24n a vortical edge of thedo bottom rrinlmum tread depth of 6 inches (152mm)atanypontwithin the dear width ofthe stair. Within any flghtof exposed edged the gam) of the less than aces (1524mhe above thefbor g surface shall stairs, the largest vwndertread depth atthe waldfre shall notexceed thesmallest winder tread by more than 3/8 considered a us location. inch (9.5 mm}. Cmsiste my shaped winders at thewakine shall be allowed within the same flight ofstairs as EXCEPTIONS: rectangular tread; and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. L Decorative glazing. R311.7.5 Stair treads and risers 2 Men there is an Intervening wall or other permanent barrier between the door and the glazing. 3. Glazing inwalls on the latch side of and perpendiclartD the planeof the door in a dosed position. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions 4. Mere access through the door Is to a closet or storage area 3 feet (914 mm) or less In depth. and dimensioned surfaces shall be exclusive of carpets, rugs or runners. Gtaznginthsapplication shaIf comply with section R08.4.3. , 5. Gazing that is adjacent to the fixed panel or patio doors. R311.7.5.1 Risers R308A.3 Glazing I n Windows The maximum riser height shall be Gazing in an Individual fixed oropersule panel that meets all of thefdbwirg conditions shat be considered a 7 3/4 inches (196 mm). The risershal be measured vertically between leading edges of theadjacent treads. The greatest riser height within any flight d stairs shall not exceed the smallest by more than 3/8 inch (9.5 mml hazardous location.. Risers shall be vertical or sloped from the underside of the nosing of the tread aboveat an angle not more than L 'ihe exposedarea of an IncividLual pane is larger than 9squarefeet (Q836 m }; 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 44nch-diarreter (102mm) sphere. 2 The bottom edge of the gazing is less than 18 inches (457 min ) above the floor; 3. The top edge of the glazing is more than 36 inches (914 mm) aboveth a floor; and Exception: The opening between adjacent treads Is not limited on slats with a total rise of 30 inches 4. One or more waking surfaces are within 36 iches (914 mm), measured horizontally (762 mm) or less. and in a straight lire, of the glazing. R311.7.5.2 Treads EXCEPTIONS: L Decorative glazing. ' onto rad is install on the accessible side(s) ofglazing 34 to 38 inches 2 Nhena horizontal installed () 9 9 The minimum tread depth shal be 10 inches 54 min . The depth shal be measuredhortzontag between th eP (2 ) eP Y (854 to 965mm) above the waking surface.The rail shat be capable ofwithstanding a horizontal bad .the vortical planes of theforemostprojection of aclacernt treads and at a right angle to the tread's leading edge. r linea of 0 N Without cortactin the ass and be minimum of 11 d 50 pound; per rfo {73 /m) g g r2 The greatest tread depth within any flight of slats shall not exceed the smallest by more than 3/8irch (9.5 mm). inches (38 mm) in cross sedioral height. 3. Outboard pares in Insulating glass units and other multiple glazed parels when the bottom edge 8311.7.5.2.1 Winder treads glass is 25 feet (7620 mm) or more above grade, a rod, walking surfaces or other horizontal (within 45 degrees (0.79 rad) of horizontal] surface adjacent to the glass exterior. W nder treads shall have a minimum tread depth of 10 inches (254 mm) rr easured between the vertical planes of the foremost projection of adjacent treads at the intersections with the wakilre. Winder treads shall have R308,4,5 Glazing and Wet Surfaces minimum tread depth of 6 inches (152 mm) at any point within the clearwidth of the stair. Within any fight of stars, the largest winder tread depth at thewalkline shall not exceed the smallest winder Gazing In walla, enclosures orfences containing or facing hot tubs, spas, whrlpools, saunas, steam rooms, tread by more than 3/8 inch (9.5 mm} Consistently shaped winders atthe wakline shag bealowed within the bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less samefight of stars as rectangula r treads and do not have to be wthn 3/8 inch (9.5 mm) d the rectangular tread ban 60 inches (1524 mm) measured vertically above any stancing or waking depth surface mall be considered a hazardous location. This shall appy to single glazing and all pares In multiple R311.7.8 Han dralls glazing. Harndrals shag be provided on at least one side of each continuous run of treads or fight with fouror more risers. EXCEPTION: Gazing that is more than 60 inches (1524 mm), measured horizontally and in a straight line, from be water's edge of a bathtub, hot tub, spa, 8311.7.8.1 Height whirlpool, or swimming pool. Handrail height, measured vertically from the sloped plane adjoining the tread nosing or finish surface of rarrp dope,shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). EXCEPTIONS: L The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2. Men handrail fittings orbendngs are used to provide continuous transition between flights, R308.4.6 Glazing Adt ace nt Stairs an of Ramps transitions at winder treads, the transition from handrail to guardrail, or used at the start of a light, Gazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the fie handrail height at the fittings orberdings shag be permitted to exceed the maximum height. adjacentwalldng surface dsWrways, handing between fights of stairs and ramps shall be considered a hazardous location. R312.1 Guards EXCEPTIONS: L Mena raills €installed on the accessible sides (s) dtheglazirg 34 to 38(864 to 965 rrm)above Guards shat be provided In accordance with Sections 8312.1.1 through R312.L4. he waking surface. The rail shag be capable of withstand ng a horizontal bad of 50 pounds per 8312.1.1 Where required [near foot (730 N/m) without ccntactionthegfass and be a mnimum of 11/2 inches (38 mm) In cross sectional height. 2 Glazing 36 inches (914mm) or more measured ha¢ontallyfran the waking surface. Guards shall be located along open sided walking surfaces, including stairs, ramps and landings, thatare located more than 30 inches (762 mm) measured vertically to the flooror grade belay at any pont within 36 arches (914 mm) horizontally to the edgeof the open side. Insect screening shall not beconsrieredas a guafd. 8308.4.7 Glazing Adiacentto thottom Stair Landing R312.1.2 Helght Gazing adjacentto the landing atthe bdtion of the stairwaywhere theglazirg is lessthan36 Inches (914mm) above thelandirg and within 60 inches (1524 mm) horizontally of thebotttomtread shall be considered a iequired guards at open-sidedwalhdrg surfaces, Including stairs, porches, balconies or landings, shall be not less hazardousocatbn, han42 inches (1067 mm) high measuredvertidy above the adjacent walling surface, adjacent fixedseating or he line connecting the leading edges of the treads. EXCEPTION: The gazing is protected by a guard canplying with Section R312 and the plan- of the glass is more than 18 inches (457 mm) tam the guard. EXCEPTIONS: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) Means of Egress' measured verticalyfroma line connecting the feacing edges of thetreads. 2 Where thetop of the guardadsoserves as a handratlon the opensides of stars, thetcp of be R311.1 Mean s of Ea ress guard shall not be less than34 inches (864 mm) and not more that 38 inches (965 mm) measured vertically from a line connecting the leadnE edges of the treads. All dweings shall be provided with a means of egress as provided in this section. The means of egress shall provide a cortinuous and unobstructed path of vertical and horizontal egress travel from all portions of the R312.1.3 Opening limitations dwelling to the exterbr of the dwelling at the required egress door without requiring travel through a garage. required guards shelf not have openings from thewalldng surface to Ude required guard heightwhkh allow R311.2 Egress boor passage of a sphere 4 inches (102 mm) in diameter. At least one egress door shall be provided foreach dueling unit. The egress door shal be sklehinged, and shall Beeptions: provide a minimum Clear width of 32 inches (813 mm) when measured between the face of the door and the 1. The triangular openings atthe open side of stair, binned by the riser, tread and bottom rail of stop, with the doer open 90 degrees (1.57 rad). The minimum clear height ofthe door opening shall not be less a guard, snag not allay passaged asphere 6 inches (153 mm) In diameter. than 78 Inches 1981 min h height measured from the t of the threshold to the bottom of the stop. Other ( ) g top P 2 Guards on the open side d stairs shelf not have openings whch allow passage ofa sphere4 3/8 doors shall not be required to campy with these minimum dimensions. %ress dons shall be readlyopenable inches (111 mm) in diameter. frau Insidethe dwellngwthoutthe use of a key or special knowlesge or effort 8311.3FIoorsandLandingsatExterlorDoors R303.9 R eguired Heatino Thereshal bea landing ora floor on each sideo£each exterior door. The width of each larding shat not beless When the winter design temperature in Table R301.2(1) is below 60'F(16'Q, every dwelling unfit thanthedoor served. Every landingshal have a minimum dimension of 36 inches (914 mm) measured in the shall be provided with treating facilities capable of maintaining a minimum temperature of68'F(29C) direction of travel. Exterior landings shall be permitted to havea slope not exceed 1/4 unit vertical In 12 units at a print 3 feet (914 mm) above the floor and 2 fleet (610 min) from exterior walls in all habitable horizontal (2-percert} rooms at the design temperature, The insta lation EXCEPTION: Exterior balconies less than 60 square feet (5.6 m ) and only accessihlefroma door are of one or more portable space heater's shall not be used to achieve compliance with this section. ; permitted to have landing lessthan36 inches (914 mm) measured In the direction oftravel. NOTE: See section 8301.1.1.1. for lirr>ited-desity owner -built rural dwelling. R311.3.1 Floor Elevatlon s at the Required Ea ress Doors Landings or finished floors at the required egress does shall not be morettan 11/2 Inches (38 mm) lower than the top of the threshold. EXCEPrION: The landing or floor on the exterior side shag not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landngor floor. Where exterior lan dings or floors serving the required egressdoor are not at grade, they shall be provided with access to grade by means of a ramp In accordancewith Section R311.8 ora stairway in accordance with SectionR311.7. 2013 California Green Building Standards: Indoor/Outdoor Water Use: 'TABLE 4.303.2 Fixture Flow Rates FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT =20 percent REDUCTION 5iowerheads 2.5 gpm @ 80 psi 2 glom @ 80 psi Lavatory faucets, residential 2.2 gpm @ 60 psi t 5 gpm @60 psi2 Kitchen faucets 2.2 gpm @ 60 psi 1.8 gpm @ 60 psi Gravity tank-typeweiterclosets 1.6gaIons/flush 1.218galons/flushl RusTometertankwater closets 1.6 gaIons/flush 1.218 galons/flushl Rushomet er valvewater closets 1,6 gaIons/flush 1.218 galons/flushl 1. includes singe and dual flush water dosetswith an effective flush of 1.28 gallons or less. Singile flush bilets-The effective flushvdumeshall not exceed 1.28 gallons (4.8liters). The effective flush volume is the average fifush volume when tested in accordance with ASME A112.19.233.2. Dual flush toilets-Theeffedive lush volune shat not excceed 1.28 galons (4.8 iters). The effective flush volume is defined as the composite, average flush volume of Imo reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME Al 12.19.2 and ASME All 2.19.14. 2. Lavatory faucets shat not haves aflow rate less than 0.8 gpm at 20 psi. 4.304.1 Irrigation controllers: Automatic irrigation system control ersfor landscaping provided bythebulder and installed at he tine offinal inspection shat comply with the fdbwirg: 1. Controllers shag be weather- orsol moisture -based controllers that automatically adjust Irrigation in response tochanges in plants' needs as weather cmditiors change. 2. Weather based controllers wthwt Integral ran sensors or communication systems that account for local rainfall shall have a separate wired a Wireless rain sensor which connects or communicates with the controller(s). Soiit mcisture-based controllers are not required to have ran sensor input. Buildina Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of final nspedioR a manual, compact disc, web -Lased reference or other media acceptable to the enforcing agency which includes, all ofthe folowirg shall be placed in thebuldng: ors tothe owner oroccu nt that the manual shall remain wth the buidn hrou holt the lifecycle Of the structure. 1.D€recti � 9 9 Yd 2.Operaionand maintenance nsi uctbnsfor the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems andother major appliances and equipment b. Roof and yard drainage, including gutters and downspouts a Space conditioning systems, Including condensers and air fliers. d. Landscape irrigation systems e. Water reuse systems. 3. Information f ro toraI utility, veterandwaste recovery providerson methods tofurtherreduoe resource consumption, iroludi g recycle programs and locations 4. Pubic transportation and/or carpool options available in the area. S. Educational material on the positive impacts of an interior relative humicity between 30-60 percent and whatmetheds an occupant mayuseto maintain the relative humidity level inthat range. 6. tnfonmation about meter -conserving landscape and Irrigation design and controllers which conserve meter. 7.InstructiIfor maintaining gutters and downspouts and the importance of dnreringwater at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not linited to, caulking, painting, grading around the building eta 9. Information about state solar energy and incenive programs ava I able. 10. A copy dal€ special inspection wrificalons required by the enforcing agency or this code. Indoor Air Quality and Exhaust 4.506.1 Exhaustfans: Mechanical exhaust fans Which exhaust drecly from bathrooms shall comply Withthe foloaingp 1. Fans shall be ENERGYSTAR canplantand be ducted toterminate outside the building. 2 Unless functioning asa componentof a whole house ventlation system, fans must be cahtrolled by a humidistat which shag be read€ly accessble. Humid'statcontrds shall be capatde d adjustment between a relative humicity range d 50 LOW percent. Note: For the purposes of this section, a bathroom is a room which contains a batttub, shower or lub/shower oombnation. Section 4.507 Environmental Comfort: 4.507A Openings. Whole house exhaust fans shall haveinsulated louvers or covers which dose when thefan is of. Covers or louversshall have a minimum insulation value of R4.2. 4.507.2 Heating and air-conditioning system design: Heating and air-conditioning systems shall be sized, d9sinedandhavetheir ergu'pmentselededusirig thefollowin methods: 1. The heat less and heat gain is established accorcing to ACCA Manual J, ASHRAE handbooks or other equivalent design software or methods. oxo in o CA 9-D Manual D SHRAEhandbooksorothere equivalent design' software or 2 Dud systems are sized a rd ng AC 2 , A 9u methods. a Select heeling and cooing equipment according to ACCA36S Manual S or other equivalent design sa tware or methods. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. TABLE 4.504.1 ADHESIVE VOC LMIT1,2 Water and Less Exempt Compounds in Less Water and Less Exempt Corrpounds in Grams per Uter ARCHITECfURALAPLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfbor achesives W Ceramic tie adhesives 65 VCT and asphalt tie adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurposeconstrudbn adhesives M Structural gazing adhesives 100 Singe -ply roof membrane adhesives 250 lives not specifically Other ache pe y listed 50 SPECIALTY A PP U CA11 O NS PVC weldng 510 CPVCwekding 490 ABS welding 325 Plastic cement melding 250 Adhesive primer br plastir 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural Wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) so Wood 30 Fiberglass 80 TABLE 4.504.2 SEALANT VOCLIMIT Less Water and Less Exempt Compounds in Grams per Liter 1105 SEALANTS 0.08 0.05 Architectural 250 Marne deck 760 Nonmemtrane roof 300 Roadway 250 Single-plyroofinembrane 450 Ober 420 SEALANT PRIMERS BRACED -WALL Architectural ROOF FRAMING PLAN AND DETAILS Nonporous , 250 Porous 775 Modified bituminous 500 Marine deck 760 Oher 750 1. if anadhesive is used to bond dissir itarsubstratestogether, theadhesive Withthe highest VOC content shall bealbwed 2 For additional information regarding methods to measure the VOC cortent specified in his table, see South Coast AF Qually Management District Rule 1168. 4.504.5 Composite wood products. eri r exte' he buildi shall hiardwood plywood, partioleboad and medium denstyfiberboard composite wood products used on thin rrt oor nor ci t rig meetthe requirements for formaldehyde as specified in ARBs Air Toxics Control Measure for CaTnpositeWood (17 CCR93120et seq.), by orbefore the dates specified in those sedions,as shown inTable4.504.5 TABLE 4.504.5 FORMALDEHYDE LIMITS Maximum Formaldehyde Emissions in Parts per Million PRODUCT CURRENTLIMIT JANUARY 1, 2012 JJLY1,2012 Hardwood plywood veneer core 1105 Hardwood plywood composite core 0.08 0.05 Particleboard Q09 Medium density fiberboard 0.11 Fn medium d nsityfiberboadZ 0.21 I 0.13 1. Values in his table are darived from hosespecified bythe California Air Resources Board, AirTacbs Control Measure br Composite Wood astesed in accordance with ASTM E 1333-96(20021. For additional information, see California Code of Regulations, Tile 17, Secions 93120 through 93120.12. "An automatic fire sprinkler system shtall be instated n accordance with Section R313 of the 2013 C.R.0 " I De De. 8301.22.2.1 Weights of materials Average dead loads shall not exc square foot (720 Pa) for the court assemblies (on a horizontal proje square foot (480 Pa) for fl oor ass further limited by Section R301.2 walls above grade shall not exce 1. Fifteen pounds per square foo 2. Ten pounds per square foot (41 Table 860210.3(4). Adjustment Factor = (1.0)(1.2)(1.( Adjustment factor used of 2.0 Roof and wall dead loads are les as well as less than 25 psf total Adjustment factor per R602.10.3 J times the required length from R BUTTE Wall dead load: 11s f P COUNTY Roof dead load: less then 15psf OCT 13 2016 Snow Load: N/A Wind Load: 85 mph at 3 sec. gus DEVELOPMENT Pel Pik II__�L 00C) PERMIT #- SERVICES BUTTECOUNTYDEVELOPMENT SERVICES Soil s Clasification: SD 1✓�� -moo REVIEWED FO Soils Bearing Values: 1,500 psf CODEPOMP A I" ' CE Siesmic Design Category: D1 DATE BY 2 Thin medium density fiberboard has amaximum thickness of 8 millimeters Maximum Formaldehyde Emissions in Paris per Million - Energy requirements „Special Feature" • 1. (Radiant Barrier) and HERS Verification(DuctTestirg) is required per the California Energy Commission, Certificate of Compliance, form CF -1 R. 2 Airrelardngwrap and radiant barrier tobe Installed as noted on he Title 24 Energy Calculations. (See plans for required locations of instullatlon.) 3)Acertified copyof theCF2R-ENV-23-H will be posted at the jobsite, or made available to the inspector for at inspections. HERS rater verification isrequ'red forthis program. Client Address: 00 V) N .� 3 :3 O (3) 0 _. U U U Job Site Location: U^) W VJ N <( U ._ 0 Y 0 0 0 of V, U) Project Information: Drafting By: JL 1 Plan Check Job Name: CHIP 9-6-16 Job #: 1605 Model 1492 Date: 6/2/16 Rev#: 01 Authorization By: Signature only by: Jason Liebgott-LH Designs A-01-1889 ALL6EPR'CJFCTAND E .NS ANO PLANS RE PRESENTED BY THIS DRAWING ARE IS NE PROPERTY OF LH DESIGNS AND SHALL NOT BE CED Wm HOUTPRIORWRITTENPERAISSION. ANY UNAEREUSE OF THIS DRAWING SHEETOTHER THAN FOR LOCATION SHOWN IS PROHIBITED, Sheet Title: Cover Sheet Sheet Index: SHEET: DESCRIPTION: CS GENERAL NOTESAND PROJECT INFORMATION Al.0 ELEVATIONS OPTION (1) A2.0 FLOOR PLAN AND CROSS SECTION Et0 ELECTRICAL PLANS, AND ELECT. NOTES M1.0 MECHANICAL PLANS, AND MECH. NOTES S1.0 FOUNDATION PLAN 51.1. FOUNDATIONAND FLOOR PLAN(MIRRIOR ) S2.0 BRACED -WALL S3.0 ROOF FRAMING PLAN AND DETAILS S4.0 FOUNDATIONAND FRAMING DETAILS De De. 8301.22.2.1 Weights of materials Average dead loads shall not exc square foot (720 Pa) for the court assemblies (on a horizontal proje square foot (480 Pa) for fl oor ass further limited by Section R301.2 walls above grade shall not exce 1. Fifteen pounds per square foo 2. Ten pounds per square foot (41 Table 860210.3(4). Adjustment Factor = (1.0)(1.2)(1.( Adjustment factor used of 2.0 Roof and wall dead loads are les as well as less than 25 psf total Adjustment factor per R602.10.3 J times the required length from R BUTTE Wall dead load: 11s f P COUNTY Roof dead load: less then 15psf OCT 13 2016 Snow Load: N/A Wind Load: 85 mph at 3 sec. gus DEVELOPMENT Pel Pik II__�L 00C) PERMIT #- SERVICES BUTTECOUNTYDEVELOPMENT SERVICES Soil s Clasification: SD 1✓�� -moo REVIEWED FO Soils Bearing Values: 1,500 psf CODEPOMP A I" ' CE Siesmic Design Category: D1 DATE BY 2 Thin medium density fiberboard has amaximum thickness of 8 millimeters Maximum Formaldehyde Emissions in Paris per Million - Energy requirements „Special Feature" • 1. (Radiant Barrier) and HERS Verification(DuctTestirg) is required per the California Energy Commission, Certificate of Compliance, form CF -1 R. 2 Airrelardngwrap and radiant barrier tobe Installed as noted on he Title 24 Energy Calculations. (See plans for required locations of instullatlon.) 3)Acertified copyof theCF2R-ENV-23-H will be posted at the jobsite, or made available to the inspector for at inspections. HERS rater verification isrequ'red forthis program. Client Address: 00 V) N .� 3 :3 O (3) 0 _. U U U Job Site Location: U^) W VJ N <( U ._ 0 Y 0 0 0 of V, U) Project Information: Drafting By: JL 1 Plan Check Job Name: CHIP 9-6-16 Job #: 1605 Model 1492 Date: 6/2/16 Rev#: 01 Authorization By: Signature only by: Jason Liebgott-LH Designs A-01-1889 ALL6EPR'CJFCTAND E .NS ANO PLANS RE PRESENTED BY THIS DRAWING ARE IS NE PROPERTY OF LH DESIGNS AND SHALL NOT BE CED Wm HOUTPRIORWRITTENPERAISSION. ANY UNAEREUSE OF THIS DRAWING SHEETOTHER THAN FOR LOCATION SHOWN IS PROHIBITED, Sheet Title: Cover Sheet 8 t� � 1• _ � I � i I ■■�■ I.. �I i i_„.- I � ■ i■i ■■. I: i � I■I■ I ■i■i■!■II ■ism i - - ISI I I �1■l�!O �I�I■I� �l�l�i� �I�l��� e�l�l� 1�1 _-K De De. 8301.22.2.1 Weights of materials Average dead loads shall not exc square foot (720 Pa) for the court assemblies (on a horizontal proje square foot (480 Pa) for fl oor ass further limited by Section R301.2 walls above grade shall not exce 1. Fifteen pounds per square foo 2. Ten pounds per square foot (41 Table 860210.3(4). Adjustment Factor = (1.0)(1.2)(1.( Adjustment factor used of 2.0 Roof and wall dead loads are les as well as less than 25 psf total Adjustment factor per R602.10.3 J times the required length from R BUTTE Wall dead load: 11s f P COUNTY Roof dead load: less then 15psf OCT 13 2016 Snow Load: N/A Wind Load: 85 mph at 3 sec. gus DEVELOPMENT Pel Pik II__�L 00C) PERMIT #- SERVICES BUTTECOUNTYDEVELOPMENT SERVICES Soil s Clasification: SD 1✓�� -moo REVIEWED FO Soils Bearing Values: 1,500 psf CODEPOMP A I" ' CE Siesmic Design Category: D1 DATE BY 2 Thin medium density fiberboard has amaximum thickness of 8 millimeters Maximum Formaldehyde Emissions in Paris per Million - Energy requirements „Special Feature" • 1. (Radiant Barrier) and HERS Verification(DuctTestirg) is required per the California Energy Commission, Certificate of Compliance, form CF -1 R. 2 Airrelardngwrap and radiant barrier tobe Installed as noted on he Title 24 Energy Calculations. (See plans for required locations of instullatlon.) 3)Acertified copyof theCF2R-ENV-23-H will be posted at the jobsite, or made available to the inspector for at inspections. HERS rater verification isrequ'red forthis program. Client Address: 00 V) N .� 3 :3 O (3) 0 _. U U U Job Site Location: U^) W VJ N <( U ._ 0 Y 0 0 0 of V, U) Project Information: Drafting By: JL 1 Plan Check Job Name: CHIP 9-6-16 Job #: 1605 Model 1492 Date: 6/2/16 Rev#: 01 Authorization By: Signature only by: Jason Liebgott-LH Designs A-01-1889 ALL6EPR'CJFCTAND E .NS ANO PLANS RE PRESENTED BY THIS DRAWING ARE IS NE PROPERTY OF LH DESIGNS AND SHALL NOT BE CED Wm HOUTPRIORWRITTENPERAISSION. ANY UNAEREUSE OF THIS DRAWING SHEETOTHER THAN FOR LOCATION SHOWN IS PROHIBITED, Sheet Title: Cover Sheet rri 2x6 F Trim U SStucC coC 0 5 Foam Under coo _ &17-0" Floor Line 2 3 1492 Front Elevation ATTIC VENTING REQUIREMENTS ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 2,001 / 150 = 13.34' /.7 = 19_1' NFVA Area Area Nr mber of Area Vent Type Width Height SoIriches SQ Feet bents of Venting Eave Ment 3.5" x 22" = 39' / 144 = 27' x 36 = 9.7Z . Count. fudge Ment 4" x io =0" = 480" / 144 3 33 x 1 - 333' Count. Ridge Vent 4 x 2D'-(" 950" l 144 667 x 1 _ 66T' Total area of venting provided 20.02' Total area of venting re tared 19.1' q Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated exceptthat reduction of the total area to 1/300 is permitted provided that atleast 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above theeave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. , 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventlation for each separate space by ventlatin9 openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6A mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. 3�i�Ly��_y�_y�_ ............ ii���i�i� •L�1 11y�.�..y'I�.`-11�1%Li��il%%i"'Lily%��.i�—l'L-�y=1iyJii=�i1i 1�'I�i'�i"I�%i =J�"L �1iy�--lily 2" _ w OPM KEY: DESCRIPTION: OR703.6.2 ■�sea�� - - ;�K4 FoamLTrim'L'indbrstucco z rk Plastering with portland cement plaster shall be rat less than three mats when applied over metal lath or wire lath and shall be not less than two coats when �� � applied over masonry, concrete, pressure -preservative treated wood and decay - ■tai■I� ■l�i�,® �■I■i■ ■�■�■I■ ■I�i■i■ ._.er-- i� l surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth in Table 8702.1(1). On wood -frame construction with and on -grade floor slab system, e:3erior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3). Fasteners Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. R703.6.2.1 Weep Screeds 5 Foam Under coo _ &17-0" Floor Line 2 3 1492 Front Elevation ATTIC VENTING REQUIREMENTS ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 2,001 / 150 = 13.34' /.7 = 19_1' NFVA Area Area Nr mber of Area Vent Type Width Height SoIriches SQ Feet bents of Venting Eave Ment 3.5" x 22" = 39' / 144 = 27' x 36 = 9.7Z . Count. fudge Ment 4" x io =0" = 480" / 144 3 33 x 1 - 333' Count. Ridge Vent 4 x 2D'-(" 950" l 144 667 x 1 _ 66T' Total area of venting provided 20.02' Total area of venting re tared 19.1' q Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated exceptthat reduction of the total area to 1/300 is permitted provided that atleast 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above theeave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. , 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventlation for each separate space by ventlatin9 openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6A mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. 3�i�Ly��_y�_y�_ ............ ii���i�i� •L�1 11y�.�..y'I�.`-11�1%Li��il%%i"'Lily%��.i�—l'L-�y=1iyJii=�i1i 1�'I�i'�i"I�%i =J�"L �1iy�--lily 2" _ w � Qa ELEVATION SCHEDULE KEY: DESCRIPTION: OR703.6.2 Plaster z rk Plastering with portland cement plaster shall be rat less than three mats when applied over metal lath or wire lath and shall be not less than two coats when Commtili ty Housing ImprovementPrograrn applied over masonry, concrete, pressure -preservative treated wood and decay - resistant wood as specified in Section 8317.1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth in Table 8702.1(1). On wood -frame construction with and on -grade floor slab system, e:3erior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3). Fasteners Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. R703.6.2.1 Weep Screeds A minimum 0.0194nch (0.5 mm) (No. 26 galvanized sheet gage), corrosion - resistant weep screed or plastic weep screed, with a minimum vertical attachment O flange of 31/2 inches (89 mm) shall be provided at or below the foundation plate line on arterior stud walls in accordance with ASTM 0926. The weep screed shall lac a minimum of 4 inches 102 mm above be placed rru ( ) above paved areas and shall be of a that will the e earth or 2 inches 51 min) ) P type allow trapped water to drain to the exterior of the building, The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachement flange of the weep screed. R401.3 Drainage. O Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shag fall a minimum of 6 inches (152 mm) with n the first 10 feet (3048 true) R905.10A Attchement R905.2 Asphalt shingles, The installation of asphalt shingles shall oompy with the provisbnsofthissed:ion. R905.2.1 Sheathing requirements. Asphalt shingles shag be fastened to solidly sheathed decks 8905.2.2 Slope. Asphalt shingles shall be used only on roof sbpesof two units vertical in 12 unts horizontal (2:12) or greater. For roof slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double underlaymertt application is required in accordance with Section R905.2.7. R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in accordance with ASTM D 7158. Asphalt shingles shall meetthe classification requirements of Table R905.2.4.1(1) far the appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a label to indicate compliance with ASTM D 7158 and the required classification in Table R905.2.4.1(1). Exception: Asphalt shingles not included in the scope of ASTM D 7158 shall be tested and labeled th indicate compliance with ASTM D 3161 and the required classification in Table R905.2.4.1(21 R905.2.5 Fasteners Fastenersforasphalt shnglesshall be galvanized steel, stainless steel, aluminum, or copper roofing nails, minimum 12 gage [0.105 indi (3mm)] shank with a minimum of 3/8 -inch -diameter (10 mm) head, ASTM F 1667, of a length to penetrate through the roofing materialsand minimum of 3/4 -inch (19 mm) into the roof sheathing. Whiere the roof sheathing is lessthen 3/4 -inch (19 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. (Use 15 degree Wire Well Cog Nails 1 1/4" X.120" (Smooth Shank) or Bette-) O Attic vent opening, with 1/4" min. screen mesh covering, equal to not less than It 150 of area vented, typ. for all vents. (seeT-24 report for requirements). and existing buildings shall be provided with approved address numbers or letters. ONew Each character shall be a minimum 4 inches (102 mm) high and a minimum of 0.5 inch (12.7 mm) wide. They shall be installed on a contrasting background and be plainly visible from the street or road fronting the property. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or m eans shat be used to identify the structure. � Qa • ` g�, '�y'.T?% ` CHIP Housing 4'k 1001 Willow St. z rk Chico CA 95928 Commtili ty Housing ImprovementPrograrn Client Address: M .}.� 00 N : 0 (3) 0-- < T 3: 0 n T— 0 �r O .- V O C) Job Site Location: (1)W 4_0 - 0 . N Q W � UW O L O 73 Q o (U) Project Information: Drafting By: JILPlan Check Job Name: CHIP A9-6-16 Job #: 1605 Model 1492 Date: 612/16 Rev #: 01 Authorization By Signature only by: Jason Liebgott-LH Designs 891-1889 ALL COCEDWFrHOUT ND PLANS REPRESENTED BY THIS DRAWING AREOPERTYOFLH DESIGNS AND SHALLNOT BE PRIOR WRITTEN PERMISSM. ANY UNAUTOF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHCWN IS PROHIBITED, Sheet Title: Elevations 1= p A1.0 S' th Rdge Llne (1) -------- ------------------------------------- 13'-8" RdgeL'ne to C insulation Solid Block F2rT--24 Pre -Engineered Trusses SolidBlock n 8'-0" Plate Line R4 Insulation�armd Kitchen RA Irstlalon Foan Liven Board Q - Room Wal Insulation Wal Insul lot on per T-24 Report per T-24 Report F n0-0" Man Floor Line = - - ---------- X! --- - --- &Focting Per Footing Per Plan Plan Cross Section Scale: 1/4"_ 1'-0" Entry Patio Notes: 8311.3 Floors and lardings at exterior doors. There shall be a landing or foci on each side of each exterior doer. The width of each larding shalt not be less han the door served. Every lending shall have minimum dimension of36 inches (914 mm) m 8311.3.1 Floor elevations at the required egress doors. Lardings Cr floors at he required egress door shall not be mcrethan 11/2 inches (38 mm) lower than the top d the threshold. Exception: The exterior larding or floor shall not be morethm 73/4 inches (196 mm) below h e topof he hreshdd provided the door does not swing over the landing or floor. �Q E - a� E c F1 - ON A1.0 SQ. FT. FIGURES WALLFRAMING LivngArea 1,478 Sq R Key: Description: Garage 484 Sq Ft 0 (N) 2x4 Wall IE= Patio 25 Sq Ft (N)2x6Wall TotalArea 1,986 Sq Ft EM* "our CONSTRUCTION SCHEDULE )EY: ' DESCRIPTION: 22'x30'w/ELECTRICAL SWITCH AND LIGHT. OAITICACCESS 8807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 squarefeet (2.8m2) andhave a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top d the Ceiling framing merrbers to the underside d the roofframirg members. The roughlyframed ope nirg shall not be less than22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. When located in awall, the opening shall be aminimum of 22 inches wide by 30 inches high (559 mm vide by 762 mm hgh). When the access is located in Ceiling, minimum unobstructed head - mom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of Ceiling framing members. See the Califomia Mechanical Code far access requirements where mechanical equipment is localed in attics R307.2 Bathroom Soadna Bathtub and shower floors ani walls above bathtubs with installed shower heads and in 2 the shower compartments shall be finished with norabsorbert surface. Such wall surfaces shat extendto theheght rt no lessthan 6 feet(1829 mm) above thefbor. heater firebox mounted 16' above finish floor with approved seismic strapping to eel . To OWater have anenergyfacbrbelow.62. (seeT-24 Reportformore inb.) Garage door shall be equipped with solid wood doors not less than 13/8 inches (35 mm) OA in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20 -minute fie -rated doors. Doors shall be self-closing and self -latching. SII Note: All exterior sills plates will be sealed to meet energy efficiency standard 2.4 residential manual. Caulking must be applied betweenthe bottom plateandfloor. Client Address +,W .C: CY) :3 0 ICY) U d. '0 Q .C) U -C-- Job Site Location: CCS N Q U) � U W �> 0 0 0 O O °+, U)_ Project Information: Drafting By- JL Q Plan Check Job Name: CHIP 9-6.16 Job #:1605 Model 1492 Date: 6/2116 Rev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 ALLIJDUC�EID S AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF LH DESIGNS AND SHA LL NOT BE REITHOUT PRIOR WRITTEN PERMS SION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAPD LOCATION SHOWN S PROHIBITED. ' Sheet Title: - Floor Layout Plan Sound Rating and Continuous Operation: Amcnen is aernea as any room containing cooKing appliances. Each Kitchen in theaaaition is requirea to nave an exnausT Tan The whole -building ventilation exhaustfan will operate continuously, and 'srequired to be ratted for sound at a maximum of ducted to the outside with a minorum ventilation rate of 100 cfm. The range hood over the stove may be used to meet this 1 sone. This exhaustfan can be controlled by astandard on/off switch, butthe switch must be labeled to inform the requirement, butthe range hood must vent to the outside; re -circulating range hoods cannot be used. occupant that the exhaustfan isthe whole-buildingventilation exhaust fan and is intended tooperate continuously. Qfan=0.01 (1492)+7.5(5+ 1) Qfan =14.92 + 7.5(6) Local Intermittent Exhaust Bathroom Ventilation Rate Summary Man = 14.92 + 45.0 Ofan = 52.92 cf Enter the required fan flow rate (cfm). ❑ Bathroom Fan Flow (cfm) ___ 50 _._ ( # of Bathrooms 2 New ) Use the fan flow rate from this summary for selection of the local ventilation fan and for the duct design for the local ventilation 48" Tube Yes 40w x 2 80w Notes: 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minirium ventilation rate of 50 cfm. Total: (A) 80w (B) WA The ducting for the exhaust fan shall be sized) according toASHRAE Standard 62.2 Table 7.1 COMPLIES IFAZB ❑ Yes x ❑ No 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percentto a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. At least 50% of the total rated wattage of permanently installed luminaires in the kitchen must be rt luminaires that are high efficacy luminaires A/C COND. GFI WP C fation SDSD Fan e House CAA So Q , l (High Efficacy) So ;ri] F, GFI WP ❑ r � o (High Efficacy) C S / ,3 r----------- ---------; - I - - ' (High Efficacy) 1 1 L • f I r� J C i c, ,J C Q SD f r p o .� 1L--------------------- __J 3 3 D % G=1 c®i o Vacancy Sensors �. LL 1 i ❑ ' 1 1 1 C� t (High Efficacy) �• nZ, (High Efficacy) I , (High Efficacy) WP FI 1 O� GFI 1 c 1 PERMIT#BUTTE COUNTY DEVELOPMENT SERVICES RE�(/hV1,l /E®®F®R Install a bonding bar near the grounding electrode conductor W s c® VoI�/1I— LI �E to be mounted on the house phone box I --------------- ---- DATE ifl BY 125 AMP METER -MAIN' wl a breaker 1492 Electrical Layout Plan scale: 1/4"=T-0" Distribution Center ! NOTE: * 1. See Electrical Notes this sheetfor at otter requirements. ,� - �\ i 2See WcharicalNotes for all plumbing and mechanical reguiremerts sheet MlA. GAS METER ' MAIN 3. Temper- Rasi start recepticals to be 125 -volt, single phase 15and 20 -amp recepticals i -stalled inaddtidn R any replacement cutlets / 4. Where the [eight of the passageway is less than 6 feet the distance from the passagevay (High Efficacy) (HighEfficacy) W access to the appliance shall not exceed 20 feet measured along the Deniedne of the passageway. f 5. EV plugs to be Instated with a minimum,) -inch conduit capable of supplying a 208/240V branch circuit to a suitab le box location for EV charging. The other end shall terminate in the ma n service and/orsubpanel.l#Te main panel subpanel shah be of sufficient size Q to installa 40 -ampere dedicated branch circuit The dedicated overcurrent protection space shall be labeled "EV CAPABLE', tient Address }� W N .�, 0,^') ' TL J o 0) o • rr,, W 0 ■� O V O Job Site Location. - (1) I� VJ N Q W V �o 0 _0 >(D O0 2 Q o L) Project Information: Drafting By: JL Plan Check Job Name: CHIP 2L 9-6-16 Job* 1605 Model 1492 Date: 6/2116 Rev #: 01 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-1889 ALLfDS. SIGNS AND PLANS REPRESENTED BY THIS DRAWING ARE "' USNE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PrFMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITER Sheet Title: Electrical Plan Code: 2013 California Mech. Heating and Air: THREADED RCD 509.4.1 Attic Access. An attic in which an appliance is installed shall be accessible through an opening and passageway -- system shall be in compliance with the appropriate standards listed in Table 14-1. I IIII , I w iN r 904.6 Steam Safety and Pressure -Relief Valves. III' in it m Steam and hot water boilers shag be equipped,respectively, with listed or approved steam safety or pressure -relief valves of are capacity and conforming with requirements. A shut off valve shall not be placed between the relief �" i' tt' (Q I ii appropriate disch 9 P Y 9 Cit I valve and the boiler or on discharge pipes between such valves and the atmosphere. - I (1) Relief valves shag be piped to discharge nearthe floor. as relief valve discharge piping. fi NN ~ a (2)The entre discharge piping shag be at least the same size a i9 P P 9 1111111111 ,I I II t (3) Discharge piping shall not contain a threaded end connection at its termination point.Dryer 1" Gas Line _ _ \bnt 510.6.2.1 AType B ora 9 -- --------------- -- - ----- a Type L as vent shall terminate at least five (5) feet (1.5 m) in vertical height '_ - `` above the highest connected appliance draft hood orflue collar. [NFPA54:12.7.2(2) }i = Valve 1 --------- r (3 inches diameter double wall flue vent with a minimum vertical length of 5 feet.) � I I I I 2013 California Plumb. Code: Plumbing Fixture Notes: 401.iQualiy of Fixtures _ Plumbing structures shag be constructed of dense, durable, non-absorbent materials, and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in this code, all fixtures shall conform in quality and design to nationally recognized applicable standards Included in Table 14-1. 402.1.1 Shower Heads [H CD 1 & HCD 21 Showers heads shall be designed and installed so that they will not exceed a meter supply flow rate of 2.5 gallons (9.4 liters) per minute measured at 80 psi. 402.1.2 Faucets [HCD 1 & HCD 21 Faucets at kitchens, lavatories, wetbars, laundry sinks or other similar use fixtures shall be designed and manufactured so that they will not exceed a water supply flow rate of 2.2 gallons (8.3 liters) per minute measured at 60 psi. General Plumbinclnotes: Inl 603.2.3 Hose Connection Backflow Preventer. A hose connection backflow, preventer consists of two independent check valvas with an independent atmospheric vent between and a means of field testing and draining. ilii in 51mm nsizeshallbebrassorotherapprovedmaterial. Sizes - - - - - - ------------------ - - - - 'i 605.iVaNes. Valves up to andncGxdingtwo(2) ( ) ------------- mer two (2) inches (51 mm) may have cast-iron or brass bodies. Each gate or bag valve shall be a fulway type with morldng parts of non -corrosive material I»i a .' 606.2.1 Copper Water Tube. fonts n coppertubmg shag be made bytheappropriate use of PP roved fittings properly � w soldered or brazed together as provided in Section 316.1.3 or 316.1.7 or by means of approved flared or compression ' ittngs in 606.1.1 or 316.1.5. Solder and soldering flux shall conform to the requiementsof Section 316.1.3. Mechanically brmed tee fittings shall be made by brazing only and shall conform to the requirements of Section 316.1.7. N 610.8 Size of Meter and Building Supply Pipe. Using Table 6-6. The size of the meter and the building supply pipe shall be i determined as follows: N i 1) Determine the available pressure at the water meter or other source of supply. i 2) Subtract one -hall (112) pound per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation i between such source of supply and the highest water supply outlet in the building or on the premises. i 3) Use the "pressure range" group within which this pressure will fall using Table 6-6. 4) Select the "length" column that is equal to or longer than the required length. 5) Follow down the column to a fixture unit value equal to or greater than the total number of fixture units required by the installation. 6) Having located the properfixture unit value for the required length, sizes of meter and building supply pipe as found In Ina two left-hand columns shag be applied. No building supply pipe shall be less than three quarter (3/4) inch (20mm) in diameter. Gas Plu n-bina notes: 1209.6.1 Capacity. Gas meters shall be selected for the maximum expected pressure and permissible pressure drop. A) Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance. IN FPA 54:5.7.2.1]. B) Gas meters shall not be placed where they will be subjected to damage, such.as adjacent to a driveway; under a $ irescape, in public passages, halls, or coal bins; or where they will be subject to excessive corrosion or vibration. NC) Gas meters shag be located at least 3 feet (0.9 m) from sources of ignition. shall not be located where they will be subjected to extreme temperatures or sudden extreme changes n 0 D) Gas meters sh r bmperature. Meters shall not be Iodated in areas where they are subjected to temperatures beyond those recommended by N C the manufacturer. 1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert a strain on the meters. Q Where flexible connectors are used to conned a gas meterto downstream piping at mobile homes n mobile home parks he meter shall be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. 1209.6.4 Meter Protection. Meters shag be protected against overpressure, back pressure, and vacuum where such conditions are anticipated. 1216.3 Required Gas Supply. Where the gas appliances to be installed have not been definitelyspecilied, Table 12-1 may be used as a reference to estimate requirements of typical appliances. To obtain the cubic feet per hour (User..) of gas required divide input of appliances by the average Btu (Watt-hour) heating value per cubic foot (L) of the gas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier s f CHIP Housing [ 1001 Willow St. �. Chic© CA 95928 h; ,mmunity Housing ImprovementPrograln Client Address: CO rnrn . 0) �J U) 3 `.)11 o 0) O U nn L�1... T— 0 I O Z O U Job Site Location: VJ W CIO 4-+ N <w � U N > Q > V _ O o 00 N.000 ��U) V J Project Information: Drafting By: JL A Plan Check Job Name: CHIP 1 9-6-16 Job #: 1605 Model 1492 Date: 612/16 Rev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 ALLVSIEGNS AND PLANS REPRESENTED BY THIS DRAWING ARE 7PROPERTY OF. LH CESiGNS AND SHALL NOT BE RITHOUT PRIOR WRITTEN PER,4 ISSIGN. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN is PROHIBITED Sheet Title: Mechanical Layout Plan Sheet Number: wvvw.LHdesig nsHomes.con notless than as large as the largest component of the appliance, and not less than 22 inches by 30 inches. [NF PA 54:9.5.1] r 509.4.2. Where the height of the passageway is less than 6 feet the distance from the passageway access to the L appliance shall not exceed 20 feet measured along the cented•ne of the passageway. INF PA 54:9.5.1.11 „ 1 DUCT HANGER 509.4.3. The passageway spa/ be unobstructed and shall have solid flooring not less than 24 inches s wide from the STRAPPING entrance opening to the appliance. [NFPA54:9.5.1.2] -------- - -- _ 509.4.4 Work Platform. A level working platform not less than 30 Inches by 30 Inches shall be provided n front of the 6"x 12" l 6" x 12" ' service side of the appliance. [NFPA 54.9.5.2] I 0 -volt receptacle outlet and a lighting fixture shall be Installed; Lighting and Convenience Outlet. A permanent 12 p 509.4.5' coil - "' nearthe appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. g g i11 [NFPA 54:9.5.3iiii l i r 510.6.2 Gas Vents. Ages vent shall terminate in accordance with one of the following. o 1 Above the roof surface with a fisted cap or listed roof assembly. Gas vents 12 inches (300 mm) in size or smaller ! 8 feet 2.4 EARTHQUAKE BRACE m II ' �? east with listed caps shall be permitted to be terminated in accordance with Figure 5-2, provided they are at I ( 1111 m ftical ll or obstruct ion. All other gas vents shall terminate not less than 2 feet (0.6 m) above } war s rom a ver TYPICAL 4 CORNERS CI I ass through the roof and at least 2 feet )higher 0.6 m than any portion of a building the highest pont where they p g { wllhm 10 feet (3.1 m). U) construction shall have an attic access opening to attic R807.1 Attic access. Buildings with combustible ceiling or roof P 11/7 xis° L _ areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical 'de W! 2-3/8"X 1/2" LAGS N " of the roof frame members. height shall be measured from the top of the ceiling framing members to the enders 9 9 m 762 mm and shag be located in a The rough -framed opening shall not be less than 22 inches by 30 inches (55 m by ) 22 inches wide I I t t l ------------ i - I or other readily accessible location. When located in a wag, the opening shall be a minimum of hallway Y 1 -- --------------- - -----------by by30 inches high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shall be -------------------------------------------- 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing _ members. See the California Mechanical Code for access requirements where mechanical equipment is located in ` --- attics R Im , 4 x 12" l _ - I. THREADED ROD ' clothes dryers shall comply with the following requirements: 905.1 Clearance. The installation of cb ry p y 9 • six 6 inches 150mm from adjacent (A) Listed Typal clothes dryers shall be installed with a minimum dearance of O ( ) la h' PIT reduced clearances shag be installed in accordance with their combustible material. Clothes dryers listed forinstagation at red ao 1111 - it closets shall be specifically list installation. Gstmg. Typal clothes dryers installed n sP Y . IIII N11---------- ------------ -------- - - ---- ---- B Listed Type2 clothes dryers shall be installed with clearances not lessthan that shown on the marking plate and In (B) O "For FURNACE 11 314" nu IIII CII -_ , I 1 i 1 1 ii I I I I i �: a lit fl manufacturers instructions. T e2 clothes dryers designed and marked, use only in non combustible locations them Y P IRON SUPPORT --- : _ , ---- "shag not b a installed else where. ,' ---- i --------- --- - ��- ---- ---- ------------------------ C Unlisted clothes dryers shall be installed with clearances to combustible material of not less than eighteen (18) inches O`- ._ _ � , lit I .----, Tx 12" 6" x 12' 460mm . Combustible floors under unlisted clothes dryers shall be protected In anapproved manner. ( ) EARTHQUAKEI ' =_: ------------ 'i I t I NI Ilt� BRACINGI ' , L, I ' ---s 1 I+ --- --- Water Heaters. I r--- i , I ''•, 508.2 Protection from Seismic Damage. In seismic design categories C D E and F water heaters shall be anchored or 508.2 strapped to resist horizontal displacement due to earthquake motion. Strapping points shall beat points within the upper ATTIC FURNMOUNT DETAIL (1) - ------- -------------- ------------------ ----------- Attic Access i i x , one-third (1/3) and borer one-third (1/3) of Its vertical dimensions.At the lower point, a minimum distance of4 Inches {102 mm} . _ shall be maintained above the controls with the strapping. SCALE: N.T.S. - -- I 508.14 installation in Residential Garages. ' es and in adjacent spaces that o 1) Gas utilization equipment n residential garages 1 P Pen to the garage and are not part of the living _ 41 in unit shag be installed so that all burners and burner -ignition devices are located not less than 18 inches (450 space of a dwelling `= c umce rim) above the floor unless listed as flammable vapor ignition resistant. [NF PA 54:9.1.10.1].Val Ve I _ I ' 2) Such equipment shall be located or protected so it's not subject to physical damage by a moving vehicle. i In --_- RJ NA E so at I X to . VM1.0 604.14 Water H eater Connectors: i g Flexible metallic water -heater connectors or reinforced flexible water heater connectors connecting water heating to the p p n IIu iii -- ' --`--^- system shall be in compliance with the appropriate standards listed in Table 14-1. I IIII , I w iN r 904.6 Steam Safety and Pressure -Relief Valves. III' in it m Steam and hot water boilers shag be equipped,respectively, with listed or approved steam safety or pressure -relief valves of are capacity and conforming with requirements. A shut off valve shall not be placed between the relief �" i' tt' (Q I ii appropriate disch 9 P Y 9 Cit I valve and the boiler or on discharge pipes between such valves and the atmosphere. - I (1) Relief valves shag be piped to discharge nearthe floor. as relief valve discharge piping. fi NN ~ a (2)The entre discharge piping shag be at least the same size a i9 P P 9 1111111111 ,I I II t (3) Discharge piping shall not contain a threaded end connection at its termination point.Dryer 1" Gas Line _ _ \bnt 510.6.2.1 AType B ora 9 -- --------------- -- - ----- a Type L as vent shall terminate at least five (5) feet (1.5 m) in vertical height '_ - `` above the highest connected appliance draft hood orflue collar. [NFPA54:12.7.2(2) }i = Valve 1 --------- r (3 inches diameter double wall flue vent with a minimum vertical length of 5 feet.) � I I I I 2013 California Plumb. Code: Plumbing Fixture Notes: 401.iQualiy of Fixtures _ Plumbing structures shag be constructed of dense, durable, non-absorbent materials, and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in this code, all fixtures shall conform in quality and design to nationally recognized applicable standards Included in Table 14-1. 402.1.1 Shower Heads [H CD 1 & HCD 21 Showers heads shall be designed and installed so that they will not exceed a meter supply flow rate of 2.5 gallons (9.4 liters) per minute measured at 80 psi. 402.1.2 Faucets [HCD 1 & HCD 21 Faucets at kitchens, lavatories, wetbars, laundry sinks or other similar use fixtures shall be designed and manufactured so that they will not exceed a water supply flow rate of 2.2 gallons (8.3 liters) per minute measured at 60 psi. General Plumbinclnotes: Inl 603.2.3 Hose Connection Backflow Preventer. A hose connection backflow, preventer consists of two independent check valvas with an independent atmospheric vent between and a means of field testing and draining. ilii in 51mm nsizeshallbebrassorotherapprovedmaterial. Sizes - - - - - - ------------------ - - - - 'i 605.iVaNes. Valves up to andncGxdingtwo(2) ( ) ------------- mer two (2) inches (51 mm) may have cast-iron or brass bodies. Each gate or bag valve shall be a fulway type with morldng parts of non -corrosive material I»i a .' 606.2.1 Copper Water Tube. fonts n coppertubmg shag be made bytheappropriate use of PP roved fittings properly � w soldered or brazed together as provided in Section 316.1.3 or 316.1.7 or by means of approved flared or compression ' ittngs in 606.1.1 or 316.1.5. Solder and soldering flux shall conform to the requiementsof Section 316.1.3. Mechanically brmed tee fittings shall be made by brazing only and shall conform to the requirements of Section 316.1.7. N 610.8 Size of Meter and Building Supply Pipe. Using Table 6-6. The size of the meter and the building supply pipe shall be i determined as follows: N i 1) Determine the available pressure at the water meter or other source of supply. i 2) Subtract one -hall (112) pound per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation i between such source of supply and the highest water supply outlet in the building or on the premises. i 3) Use the "pressure range" group within which this pressure will fall using Table 6-6. 4) Select the "length" column that is equal to or longer than the required length. 5) Follow down the column to a fixture unit value equal to or greater than the total number of fixture units required by the installation. 6) Having located the properfixture unit value for the required length, sizes of meter and building supply pipe as found In Ina two left-hand columns shag be applied. No building supply pipe shall be less than three quarter (3/4) inch (20mm) in diameter. Gas Plu n-bina notes: 1209.6.1 Capacity. Gas meters shall be selected for the maximum expected pressure and permissible pressure drop. A) Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance. IN FPA 54:5.7.2.1]. B) Gas meters shall not be placed where they will be subjected to damage, such.as adjacent to a driveway; under a $ irescape, in public passages, halls, or coal bins; or where they will be subject to excessive corrosion or vibration. NC) Gas meters shag be located at least 3 feet (0.9 m) from sources of ignition. shall not be located where they will be subjected to extreme temperatures or sudden extreme changes n 0 D) Gas meters sh r bmperature. Meters shall not be Iodated in areas where they are subjected to temperatures beyond those recommended by N C the manufacturer. 1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert a strain on the meters. Q Where flexible connectors are used to conned a gas meterto downstream piping at mobile homes n mobile home parks he meter shall be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. 1209.6.4 Meter Protection. Meters shag be protected against overpressure, back pressure, and vacuum where such conditions are anticipated. 1216.3 Required Gas Supply. Where the gas appliances to be installed have not been definitelyspecilied, Table 12-1 may be used as a reference to estimate requirements of typical appliances. To obtain the cubic feet per hour (User..) of gas required divide input of appliances by the average Btu (Watt-hour) heating value per cubic foot (L) of the gas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier s f CHIP Housing [ 1001 Willow St. �. Chic© CA 95928 h; ,mmunity Housing ImprovementPrograln Client Address: CO rnrn . 0) �J U) 3 `.)11 o 0) O U nn L�1... T— 0 I O Z O U Job Site Location: VJ W CIO 4-+ N <w � U N > Q > V _ O o 00 N.000 ��U) V J Project Information: Drafting By: JL A Plan Check Job Name: CHIP 1 9-6-16 Job #: 1605 Model 1492 Date: 612/16 Rev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 ALLVSIEGNS AND PLANS REPRESENTED BY THIS DRAWING ARE 7PROPERTY OF. LH CESiGNS AND SHALL NOT BE RITHOUT PRIOR WRITTEN PER,4 ISSIGN. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN is PROHIBITED Sheet Title: Mechanical Layout Plan Sheet Number: wvvw.LHdesig nsHomes.con Foundation Plan1492ScaIe1/4 _,-0 F2 See footing detail 6/S4.0 for more information Optinal (2) 2x Studs at all 4x4 Post Locations Sheet Number: 2-2x STUDS NAtLED TOGETHER WITH 2 ROWS 16d PERMIT # �T' �� (-x)o(,2 SINKERS AT 12" OL. FOR FULL HEIGHT OF STUBS. bUI TE COUNTY DEVELOPMENT SERVICES 4x T MAY REPLACE 2-2x STUDS) E `9 I E V V E® F®�l 09% f-,% C CODE COMPL.f CE DATE—`U BY %M M U www.LHdedgnsHomes.com Client Address: cm '♦"'' N Cn so• Foundation Plan1492ScaIe1/4 _,-0 F2 See footing detail 6/S4.0 for more information Optinal (2) 2x Studs at all 4x4 Post Locations Sheet Number: 2-2x STUDS NAtLED TOGETHER WITH 2 ROWS 16d PERMIT # �T' �� (-x)o(,2 SINKERS AT 12" OL. FOR FULL HEIGHT OF STUBS. bUI TE COUNTY DEVELOPMENT SERVICES 4x T MAY REPLACE 2-2x STUDS) E `9 I E V V E® F®�l 09% f-,% C CODE COMPL.f CE DATE—`U BY %M M U www.LHdedgnsHomes.com Client Address: cm '♦"'' N Cn C: 00 LO 0 0 0 T i 0 _ O .V U c) � t , Job Site Location: VJ 3'x 3' Concrete U) N Q Uj V/ U Q) 0 -0 0 0 0 A/C Pad 1*00 .u) V J Project Information: Drafting By: JL Job Name: CHIP Job #:1605 Model 1492 Date: 6/2/16 F�ev #: 00 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-1889 ALL D S, IGNS ANDPLANS REPRESENTED BY THIS DRAWING HE X �USNE PROPERTY OF LH DESIGNS AND SHALLNOT BE ARE,HV REPRODUCED WITHOUT PRIORWRITTENPERAISSION. ANY - UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR ' THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation Layout Plan to i z 1 Bedroom 2 Bedroom 1 w{ 4x4 Post DF#1 r"= =' v DF#1 4x4 Post I I 04 { I { r4- Co rete Slab w/ #3 Barsat " E.W. I 2"sa I 10 bardir- m #;"m { over mil. vapor tet 4' c in crushed rock (not road T I or dean pea gradel. { Bath- ! I { _ n { _----------_�v ! I Bedroom 3 �—room I ( !! { I Ccncretel-andn g 4 l � I ( 1 I -77 I -- -- 1 eo 4 �r 1--�_��----- ------------------------ 1 i ;� f f 4 M 1---------- ---------- -f-- -11-- '= 1 y L --- ---------I 1 l Bath { { { L --- — --------- Master Li vi n Bedroom Room { w { c I SSTB20 AI I 1 4 ' II 1 Bars 24" E.W., I� I Bedroom SSTe2o ( r! 4" C to Slabw/ #3 at ( 1 FI ; °r 1-____ " d over 10 ml. vapor barrier over cleancrushed rock (not road base) ( I 4 N, 54.0 a or dean pea graael.1 1 nl 111111 L__________________ fir___J L Entry 1 ____ N _ I Dinin F_- Kitchen -- —� Room X zz HISTEEL r4 I DIA X 3'GH EL I, ITS I =! t» { I PIPE ENBEDED 12" { { -- -_ ------------------ — { 4X4 Post *4 DF#1 i 4' Concrete Slab W #3 Bars at24" E.W. I - ---_-------- I__ { { 7 Bard over 10 mi. vapor barrier over i I 4 clean crushed rode (not road base) ( eFclean pea gravet 1 ( { L---------------! 1 { o` pQ I o� _ 2 a it 1 � o a L, �i l 4x4 Post I� DF#1 i { A3 0 See DetailSee 1/S2.0for SAA N� 4 O '$��'f Detail 1/S2.0for Hardware Hardware Instalaion Installation 3 16' 3 Foundation Plan1492ScaIe1/4 _,-0 F2 See footing detail 6/S4.0 for more information Optinal (2) 2x Studs at all 4x4 Post Locations Sheet Number: 2-2x STUDS NAtLED TOGETHER WITH 2 ROWS 16d PERMIT # �T' �� (-x)o(,2 SINKERS AT 12" OL. FOR FULL HEIGHT OF STUBS. bUI TE COUNTY DEVELOPMENT SERVICES 4x T MAY REPLACE 2-2x STUDS) E `9 I E V V E® F®�l 09% f-,% C CODE COMPL.f CE DATE—`U BY %M M U www.LHdedgnsHomes.com Client Address: cm '♦"'' N Cn C: 00 LO 0 0 0 T i 0 _ O .V U c) � t , Job Site Location: VJ U) N Q Uj V/ U Q) 0 -0 0 0 0 75 0 1*00 .u) V J Project Information: Drafting By: JL Job Name: CHIP Job #:1605 Model 1492 Date: 6/2/16 F�ev #: 00 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-1889 ALL D S, IGNS ANDPLANS REPRESENTED BY THIS DRAWING HE X �USNE PROPERTY OF LH DESIGNS AND SHALLNOT BE ARE,HV REPRODUCED WITHOUT PRIORWRITTENPERAISSION. ANY - UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR ' THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation Layout Plan 2s' ''' 25' 25' 133 1/T CY),^ ._ LO 3'x 3' Concrete o -' 0 AIC Pad r U. Job Site Location: Cn W CCS " 414 N Uj r". CD`j /0 W ` ---- --- --- Z-9" 5 5' 2-9" V - Project Information: Drafting By: JL Job Name: CHIP Job #: 1605 Model 1492 Date: 6/2/16 Rev #. 00 Authorization By: Signature only by: V I III i i •. IIIIDO 'ALL ID IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE_ USN E PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PRODUCED WITHOUT PRIOR WR IT TEN P ERA ISS ION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN S PROHIBITED. - AIC Co nd. Sheet Title: (Mirrored) Foundation & II i I Bedroom 1 Bedroom 2 11<1 2 2 II L W W CF#1 I ,_{'4, I I 4x4 Post ` 1 --------- ---------- --z------- — r I ----------------------- — - I f-----__------ ------ I ... Con_ to Slab W #3 Bars at 2 E.W. I I Lu 1 i over 10mil. vapor bairn r ver , Sliding Sliding Closet n se)I el �1`deancrushed rode rot roadw i ( II h, ord�npea gravd. I Bedroom 3 I r Bat h- ---------- --� I 1 3 xT II room N Concrete Lardirg w - - __ I� y 1 (1, II3 =1 _------------ -Imo_ ,Iy s 14 C 1 0 M. + 5 --- —J -------- -- -- Bath — fi , ----- -- — 1�-== If art 'I,I r--------�'.-�-------- ------ —, Master I �= I "_ top ' LI vl n Mt�--------- — ---- . rr I Room Bedroom I 1-} _ =_ _ , f, u 1_ r -nl 4 SST820 I Bedroom 4 o S4.0 I r4"ConaeteSlabw/#36arsat I I SSTB20 Bedroom.l Bedroom 2 , .W. a1 ! i { 2' sand wer 10 mil. vapor barter to 1 „ I 4" clean crushed rock (nct road �' 7-e or dean pea gravd.L------------ ( , ---- I 1 t 1 , 1 Entry ------------------ —�------------------- ( r q - u 4 F n + 0 a I� { Di n in I— --- —J _a —9 ..� Kitchen f I_ Room -- - ~ __________ _+111r"''f f I I }i I i ( I r 4' DIA. X 3' HIGH STEEL , Il -f4 1 , 5 I I I 0 s$" 6-8° L a I PIPE ENBEDED 12" rnL—------- 3= tR r: — , Lr _ ; t -' I —;— _ _ ( I I 4x4 Post , _ - - -- ------------------E-----� -- DF#1-------------- 1 ' ConcreteSlabw/#R Bars at 24 EW. -------------t r— 14 vapor barrier over 1 12 sandova 10 mi. p o , i 4 dean crushed rock (not road base) F2 1 O I ( or dean pea gravel a + L ----------------� I I a I r ' IT I } 44 Post a -- ---------------------------------------- 771 -1 I ='` Zo Closet s4.o N -------------------------- — > I See Det e� See Detai S2 Qo VS20 for Oorl #i a oDOBath- Hardware pi4 Hardware Irstalhaticn o� Installation 71 g g 16' 3 3 4 +v P_ ►- i 50' 2s' ''' (Mirrored) 1492 Foundation Planc%calrrorede 1/4 1-0(Mi ) F2 See footing detail 6IS4.0 for more information 1492 F Plan Scale 1/4"= V-0" WALL FRAMING Key: Description: O (N) 2x4 Wal I ® (N) 2x6 Wall *1 -Hour See Detail 1 SheetA2.0 �{ i-mur Tile rateu exterior wall. Iwte Vluy cippilcavra at exterbr walls cbser then 5' to property lite. / PERMIT#�G�- OOO fo BUTTE COUNTY DEVELOPM NTS VIC€S _ • EWE FOR CO COMPLI CE DAT 6Y Client Address: 133 1/T CY),^ ._ LO 11'-8 12" o -' 0 101-61, 43 112" 10=2112" r U. Job Site Location: Cn W CCS " 414 N Uj r". CD`j /0 W ` v Z-9" 5 5' 2-9" V - Project Information: Drafting By: JL Job Name: CHIP Job #: 1605 Model 1492 Date: 6/2/16 Rev #. 00 Authorization By: Signature only by: JasonLiebgott - LH Design 891-1889 'ALL ID IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE_ USN E PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PRODUCED WITHOUT PRIOR WR IT TEN P ERA ISS ION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN S PROHIBITED. - AIC Co nd. Sheet Title: (Mirrored) Foundation & Floor Plan W W m v � Sliding Sliding Closet N 4' o D5, Bedroom.l Bedroom 2 4 0 a 0 s$" 6-8° tR a Hall Closet N oDOBath- ath- 4 +v P_ ►- room 6-8" D D ,, unyl Bedroom 3 5' 4'< r o • D W W o U to M � " � • Hall ryry J 5 Temp Single Hung Single Hung 6 8" D2, S m 6-2 112~ 23' Lil �o i------------------------------ i r----� • I 1 I I® � �I I M I I Closet M: � L----� M N s_8" y Bath Master Vinyl N 1 Bedroom $ D �, 1 s Lin. _ Living I 2-6~ ® a I Room I 6-8" L �a Closet Bedroom 4 5' I 1 _ D Hall 4'4 }C3 N 2' D5' �N c? Y Carpet_O Vinyl Hall s8"�% F M 6-9" M c') N f4 qlE lu- 0 ° ■ `®a I 0 MSHERIDRYER WATER HEATER Kitchen Dining —9.cD :h N �+ O 0 Room rD Use V2" Fire Rated Gyp. m gargeKafl andCeing 4 DIA.X 3' HIGH STEEL 3 OLL 0 PIPE EWBEDED 12' � „ � Patio �-8 rJ � Use V2" Fire Raled Gyp. on garage Wal and Cel ng -I a a F- I' Siding Shdin- 9 -v ih in -v N Garage e 313 V2" 4' 4 11" 2-10" 1 5' 7-10 V2" Area 4' D 4 ------------------------------- i �1231/7' 10-8112" LU z w �a m '' _ io (Mirrored) 1492 Foundation Planc%calrrorede 1/4 1-0(Mi ) F2 See footing detail 6IS4.0 for more information 1492 F Plan Scale 1/4"= V-0" WALL FRAMING Key: Description: O (N) 2x4 Wal I ® (N) 2x6 Wall *1 -Hour See Detail 1 SheetA2.0 �{ i-mur Tile rateu exterior wall. Iwte Vluy cippilcavra at exterbr walls cbser then 5' to property lite. / PERMIT#�G�- OOO fo BUTTE COUNTY DEVELOPM NTS VIC€S _ • EWE FOR CO COMPLI CE DAT 6Y Client Address: 4-a 00 CY),^ ._ LO :3 o CY) o -' 0 U -C r U. Job Site Location: Cn W CCS " 414 N Uj r". CD`j /0 W ` v o 0 :3 :> a O V, V - Project Information: Drafting By: JL Job Name: CHIP Job #: 1605 Model 1492 Date: 6/2/16 Rev #. 00 Authorization By: Signature only by: JasonLiebgott - LH Design 891-1889 'ALL ID IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE_ USN E PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PRODUCED WITHOUT PRIOR WR IT TEN P ERA ISS ION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN S PROHIBITED. - Sheet Title: (Mirrored) Foundation & Floor Plan Sheet Number: www. LHdesig nsldomes.com BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 318" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONGAXIS { PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR DEFORMED SHANK (Z'X 0.113') AT 6" O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL 1. For pressure -treated framing members only: All fasteners shall be of hot dipped zinc -coated EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. { 1/2" A.B. AT72"O.C. T2" GYPSUM BOARDAPPLIED OVER STUDS I6" O.C. AMX NAILING I-5/8" DRYWALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELDAND EDGES. ALL HORIZONTAL galvanized steel, stainless steel, bronze, or c pp The foundation bolts shall be copper. EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OFTHE STUDS. i V2"ANCHOR BOLTS 72" O C. @ SLAB OR SILL NAILING W/ 16 d @ 6" QC. @ RAISED FLOOR (INT. & EXT. WALLS). mechanically deposited zinc -coated. THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLI ED WITH LONG AXIS 6Max Typical PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 8d COMMON OR AB DEFORMED SHANK (2.5" X 0.131") OR GALVANIZED BOX (2.5" X 0.113") AT 6' O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. INSTALL HDU2SDS2.5 ON DOUBLE STUDS OVE R SST629' INSTALL 1/2" A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL (SEE DETAIL (1) THIS SHEET FOR MORE INFORMATION FG AT GARAGE DOOR PORTAL REQUIREMETNS) r - J - 3 EXTENT OF HEADER , DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) { IL I { I I 0 0� ox j _-_ 4 AB { Sim r...... " " ......i 10 16D NAILS n r...... MIN 3 X 11 -1/4 NETHEADER - - - - • .,. ( ) !• . (STEEL HEADER PROHIBITED) - ..... ! INTO HEADER ......xg> (BOTH ENDS) l , FASTEN TOP PLATE TO HEAD ER WITHTWO ROWS «.{ { OF 16DSINKER NAI LSAT3 O.C. TYP. `I 4 ` +I { SIMPSON ST6224 ; 1 j { ® I L=4,-0.. I HDU H Id be tt h d t @ o owns may a a c e o ' 1000 LB STRAP OPPOSITE SHEATHING 4 i L Foundation W 5/8" Dia. x 5 114" Embed i I 1 T F1554 Grade 35' Threaded Rod w/ M N. 2X4 FRAMING I {, o to , - � Simpson Set -XP EpoxyAdhesive. 7•I I I,I i _ 'I•I MIN. WIDTH -16" FOR ONE STORY STRUCTURES I'I' Special Instruction ReqD i'{ +' o N.I MIN. WIDTH =24 FOR USE IN THE FIRST OF TWO LI. L=8' -o '. rI -LI STORY STRUCTURES H rnI 2 SIMPSON STHD10 HOLD DOWNS EACH SIDE i:{ i.i. G0 J`ti 4_I O I N n � a Iz ,. MIN 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO I ;i CONCRETE AND NAILED INTO FRAMING) �. SEE SECTION 2308.9.3.2 • _-`— i MIN. (1) a/8 DIAMETER ANCHOR BOLTS EACH SIDE �I- INSTALLED PER R403.1.8 WITH 2"XTX3/16" PLATE i I WASHER. - DI I Ln O � I Aa� e { 2 II I LJ.. o � = - " L=4'-9' { { FIGURE 230$.9.3.2 � L s a I 0 O i � _ I GARAGE PORTAL WALL DETAI L TYP. 1 NO SCALEr- O - zp Q O I' „ 0 CO0r O b 0 LI b i dp" 1CE 16D NAILS AT 16" O.0 . MINASTAGGER INTO TOP I r J�Ir Oti�. -- --------i{ — --I 44 Post PLATE TYP. U.N.O Inc � i I (1 0) 160 NAILS MIN. AT TOP PLATE SPLICE II � �- I 1 � u II 4x4Post o _ .- L=8'-0" a. p k- , D I x L� 10 8 i' � � DF#t � � u-� 06L 2X I � (nA a f4 I IDP PL TE 4x4 Post n { � II a CF#1 I L 14x4 Post { _ 1492Braced ...Wall Layout { Scale 114"=1'-0" I ( R301.2.22.1 Weights of materials. { g WALL F RAMI NG Average dead loads shall not exceed 15 pounds per Key: Descri tion: i 9 P PP J square foot 720 Pa fo rthe combined roof and ceiling .2x4 Wall { - assembl ies (on a horizontal project on) or 10 pounds per 2x6 Wall { I square foot (480 Pa) forfIoor as sem bl I es, ex ce pt as further lim ited b y Section R301.22. Dead loads for walls above grade shall not exceed: 1. Fifteen pounds ers square foot 20 Pa for exteriorli ht -frame wood walls. + P P q � ) 9 j{ 2. Ten pounds per square foot (480 Pa) for interior Iight-frame wood walls. FG o- FG j a 8 { Optmal (2)2x Studsat all4x4Post Locations Lam' -0"v x o L=3'-0" 2x STUDS v 2-2x STLIBS t`,AILED TOO`Tl € R ,qTH 2 RO "IS 1 16" O.C. j + SINKERS AT 12'01-C. FOR FULL HEIGHT OF STU 4x POST MAY REPLACE 2-2x ST I Ute,) { :rERM1T # { BUTTECOUNTY D LOPM NT SERVICES .TYPICAL TOP PLATE SPLICE (2) REVIEWED FOR { NO SCALE CODE COMPLIANCE L PLIA 2 DATE In BY Client Address: • W Cn N C'^Y) ;si, 0 (3) 0 --,�{'� '`�. V 0 O .� V � Job Site Location: I W 41 N Q U) c� r W X11 > 0 W e � . ` CD /' V V 0 L 75 0 O Project Information: Drafting By: JL Job Name: CHIP Job #: 1605 Model 1492 Date: 6/2116 Rev #: 00 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-,1889 ALLVSS AND PLANS RE PRESE NTE D BY THIS DRAWING PRE T PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PR ODUCED WITHOUT PRIOR WRITTEN PERMISSION, ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED.. Sheet Title: Braced -Wall Layout Plan Sheet Number: www.LHdesignsHomes.com BRACED -WALL SCHEDULE NOTES: { { 1. For pressure -treated framing members only: All fasteners shall be of hot dipped zinc -coated { { galvanized steel, stainless steel, bronze, or c pp The foundation bolts shall be copper. i 1 mechanically deposited zinc -coated. ® 6Max Typical L=4'-0" Lam' -0" 1 1 { 2. Simpson MASA mudsil anchors may be used in lieu of anchor bots on all exterior walls, bearing walls and brace wals, provided that the following counditions are met i A. Install per the manufacturer's recomendations in the "Standard Installation" O orientation whenever possible. THe "tale Leg Up Installation" orientaion is acceptable CO where a wag stud occurs at the same location (reference Simpson Catalog C -C-2015, page 29) I B. Verify the required anchor bolt size andspacing onthe above schedule. Spacethe MASA mudsill anchors as indicated in the "Perscriptive Spacing" table (reference Simpson Catalog C -C-2015, page 30). Note that this project is located h SDC D. I y� I o I DF#1 DF#1 ' 4x4Post 4x4 Post J I r - J - 3 EXTENT OF HEADER , DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) { IL I { I I 0 0� ox j _-_ 4 AB { Sim r...... " " ......i 10 16D NAILS n r...... MIN 3 X 11 -1/4 NETHEADER - - - - • .,. ( ) !• . (STEEL HEADER PROHIBITED) - ..... ! INTO HEADER ......xg> (BOTH ENDS) l , FASTEN TOP PLATE TO HEAD ER WITHTWO ROWS «.{ { OF 16DSINKER NAI LSAT3 O.C. TYP. `I 4 ` +I { SIMPSON ST6224 ; 1 j { ® I L=4,-0.. I HDU H Id be tt h d t @ o owns may a a c e o ' 1000 LB STRAP OPPOSITE SHEATHING 4 i L Foundation W 5/8" Dia. x 5 114" Embed i I 1 T F1554 Grade 35' Threaded Rod w/ M N. 2X4 FRAMING I {, o to , - � Simpson Set -XP EpoxyAdhesive. 7•I I I,I i _ 'I•I MIN. WIDTH -16" FOR ONE STORY STRUCTURES I'I' Special Instruction ReqD i'{ +' o N.I MIN. WIDTH =24 FOR USE IN THE FIRST OF TWO LI. L=8' -o '. rI -LI STORY STRUCTURES H rnI 2 SIMPSON STHD10 HOLD DOWNS EACH SIDE i:{ i.i. G0 J`ti 4_I O I N n � a Iz ,. MIN 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO I ;i CONCRETE AND NAILED INTO FRAMING) �. SEE SECTION 2308.9.3.2 • _-`— i MIN. (1) a/8 DIAMETER ANCHOR BOLTS EACH SIDE �I- INSTALLED PER R403.1.8 WITH 2"XTX3/16" PLATE i I WASHER. - DI I Ln O � I Aa� e { 2 II I LJ.. o � = - " L=4'-9' { { FIGURE 230$.9.3.2 � L s a I 0 O i � _ I GARAGE PORTAL WALL DETAI L TYP. 1 NO SCALEr- O - zp Q O I' „ 0 CO0r O b 0 LI b i dp" 1CE 16D NAILS AT 16" O.0 . MINASTAGGER INTO TOP I r J�Ir Oti�. -- --------i{ — --I 44 Post PLATE TYP. U.N.O Inc � i I (1 0) 160 NAILS MIN. AT TOP PLATE SPLICE II � �- I 1 � u II 4x4Post o _ .- L=8'-0" a. p k- , D I x L� 10 8 i' � � DF#t � � u-� 06L 2X I � (nA a f4 I IDP PL TE 4x4 Post n { � II a CF#1 I L 14x4 Post { _ 1492Braced ...Wall Layout { Scale 114"=1'-0" I ( R301.2.22.1 Weights of materials. { g WALL F RAMI NG Average dead loads shall not exceed 15 pounds per Key: Descri tion: i 9 P PP J square foot 720 Pa fo rthe combined roof and ceiling .2x4 Wall { - assembl ies (on a horizontal project on) or 10 pounds per 2x6 Wall { I square foot (480 Pa) forfIoor as sem bl I es, ex ce pt as further lim ited b y Section R301.22. Dead loads for walls above grade shall not exceed: 1. Fifteen pounds ers square foot 20 Pa for exteriorli ht -frame wood walls. + P P q � ) 9 j{ 2. Ten pounds per square foot (480 Pa) for interior Iight-frame wood walls. FG o- FG j a 8 { Optmal (2)2x Studsat all4x4Post Locations Lam' -0"v x o L=3'-0" 2x STUDS v 2-2x STLIBS t`,AILED TOO`Tl € R ,qTH 2 RO "IS 1 16" O.C. j + SINKERS AT 12'01-C. FOR FULL HEIGHT OF STU 4x POST MAY REPLACE 2-2x ST I Ute,) { :rERM1T # { BUTTECOUNTY D LOPM NT SERVICES .TYPICAL TOP PLATE SPLICE (2) REVIEWED FOR { NO SCALE CODE COMPLIANCE L PLIA 2 DATE In BY Client Address: • W Cn N C'^Y) ;si, 0 (3) 0 --,�{'� '`�. V 0 O .� V � Job Site Location: I W 41 N Q U) c� r W X11 > 0 W e � . ` CD /' V V 0 L 75 0 O Project Information: Drafting By: JL Job Name: CHIP Job #: 1605 Model 1492 Date: 6/2116 Rev #: 00 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-,1889 ALLVSS AND PLANS RE PRESE NTE D BY THIS DRAWING PRE T PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PR ODUCED WITHOUT PRIOR WRITTEN PERMISSION, ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED.. Sheet Title: Braced -Wall Layout Plan Sheet Number: www.LHdesignsHomes.com LHDesignsHomesmm LHDesignsHomes.com �g -n � C. z M v w m 4 Int• 1 ;; -� , __—___ �___-- -_ 4 y ,r''1 , 'a•s vav> I • • • I 4x4 PostL CO j 1 . Ut -- , n c 1 I (� S rn �' • '1, p Pa1aaUIBU3 )d n �SI� sasstlJj.�� ; ; •N ,r tt� I paaaauI6u3-aa 8 sass 11 III .0 1 IIID - i Iill 4 I �I� r t r m -i N I 11 411 ((ICD • tll rr w I 1 i Fudge fudge -_-- 1 v, m� 5;12 ro FF ; Fid e I I Ridge T I rrr ,t i fJf } I TI - ! . -- V.,:- _ at �I I ; 5 _ !! l I "+• N d It �i0.1_ I .,. i ' 'y —► ,+f' ; �y ■ r ss S ice_—i. 1 N •+s ; 'yy, r i`h` r iIla J 4 .,• 45 ! �.1�! �''0of r I 1Zneer 4x4 Post CL #} 0 AA �? i 1 • 1 is — I _ C I sa 5:12 s s 0 1 54.0 .4x12 DF#1 HDR --- � --- I , IX to I �N N �" N �,�. } , fi �D I Header See Rod �Franin Notes his Shee j Drag Truss-------� —__ -- _= - rag I fuss I IIII -zi IIII 4x4 Post Drag Truss Drag Truss DF #1 ( Iw W 5:12 CID N ill N ;111 III DIII ; /. Ii - ri I„ I Ip 1 o o� ^ i I ' - o l� IIII 5:12 ♦111 G 7 a_M .■�l� NN N iii - n� p 5:12 z � z z z c � � (� a `g "8 m 2 A ° m � 5 0) � 9, CF�' na 7 1 __ _--`--------`------------- i I 4x4 Post o v m D m 4x4 Post _ .GirderTruss-- -- — • — - I . _ . _ Girder Truss_ _ ' . 0 ° _ I` ID m N 0 -w c° S S to y r. . OO m A I a nOD x a i_ 01 w_® u I ill 1 _a i s T ID ma�N c° m N T/' m aM O <Z " ----- -- DF#1 4 Post CD V I m �' v 1 ----- - _ ^ K' __ �°of Tru 1 � � � ° K 8 G Km pID 0. i'16v1 'r vl W ® 11 i�`�'' .'lit �. r �� I g 90mm a i o 1 o� U) 2 (D m ChD fQ. z 0 3 3 ® Cr —t n 1_ I I i is Q i3 N /T( / En X ° m .. 4.� Model 1492 - CHIP Housing 0 0 O 3 3°000 0 o __ C- $ m' -1.' CD oz'p- i _ o ■ Oroville`, CA ■ 1001 Wellow St. WO o ^ 13 Q .r■ 3. =z z `W z a z m N CO W Siski ou Grove Estates Chico CA 95928 Cn Cn COO /� �.D- cra O0A p{ @ ,8m 200 _ _ 00 .. m mil OD n 4.� ., - a, R O A COO cra 0Q _ 00 I VI I II I � I I , I LI I I, I � I l I LI I I II l _ a BRACE -WALL PER PLAN B _ w, BRACE -WALL RACE WALL a .,�,...... : PER. PLAN PER. PLAN CHIP Housing I lao Willow 1 w St. ... Chico CA 95928 2X PTSLL PLA } i TE 1 # 2X S 2X STUD @ 2X PT SILL i I 2X PT SILL , I TUD @ 16" O.C. w/ PLATE 1 16" O.C. w/ PLATE PLATE WASHER COI11ri1UI1It HOUSIIl IUl IO ' i 2x P.T. Sill and IY - 2X STUD@ 2X ST LA) @ ,r „ 2x P.T: SO and }' ?; p Ve neriT PI08I81ri CONCRETE - 3 X 3 x .229 TIP .CONCRETE CBL 2x T.P. 16" O.C. W 16" O.C. w/ SLAB PER. C8L 2x T.P. FNDN PLAN '. 2x P.T. Sit and 2x P.T. Sill and 1 FNDN DBL2xT.R DBL2xT.P. - PLAN 1/7 X12" \` A4VEMENT&SL6GRADE BOLT Client Address. BY OTHERS - CONCRETE CONCRETE � 4= , r •,- , \ y SLAB PER. SLAB PER. FNDN PLAN GRADE FNDN PLAN N � I r AB PER. BRACE- - � • .. - _ . - WALL SCHEDULE - _ .. _ :• , r t _ _ _ AB PER. BRACE .. - .� , 1,2-L0@. `. " _ 'L '' +', SLAB _ .. :. .. #4 EL AB PER BRACE , E .. W4LLSCHEDULE ,,r .,e ,. � _ L ° - _ ' •', ,- � 'Yf � _ > , ::::. , , . LSCHEDULE - -! /o St -OPE GARAGEDDOR ILS w/ 8 r .; '.,., .. . 4 SLAB , : :' 2 OPENING 24"LEG'S _ i a Er : _ S• -- I _r II '. - _. .. ._ . - _ r_ r , r ._ : I'1 �...L-3�—F..�?•,. Z - . — r r r- _ L_ •�� a :r,, '�- ✓�SJ , r r r ' ti' ,• -r 1' r r ! = - - — -,•, ,-• =*' c ti _ � r PLATE x NAT. SOIL i_ - IAT. 2X PT SILL T. SOIL i I .- x - O NAT.C NAT. S 4 OIL t i• a r �- { r - � -' #A ELLS w/ m 1 a _ .. .. .. _ ._ 4(1)T&( 1B _ 24 LEGS �, Ir .r � _ .. ._ _�, '.;, _ x 12 MIN _ . _ a / t _ _ �(� - � - . _ _ .. J 3 CLR. ATABW r r 32 O.C. L _ Lr-' -- z - : LOCATIONS _ r I u _ a _ r r . • Iv.UcOr r r o._ - : .. _ + MT. SOIL ,: :...._ #41T&1 _.- -.'._ .- \/ _�:•�•r• _ 3 CLR. MN. NAT. SOIL 1T& ( 1)B 12. MIN #4 - , 3" CLR. MIN 4°{ _ TTVi - z , , #4 (2)T & (1)B LO -, . r '._r 12"MN. .:.- - '"CLR. MIN. 12"MIN. „ MI 12 N I CONCRETE o I SLAB PER. INTERIOR FOOTINGS _ LAB 5 0 ( � TYP FNDN PLAN < • _ , . EXTERIOR FOOTING 4 Q O EXTERIOR GARAGE F _ OOTING (3) GARAGE SLAB LAB TO DRIVEWAY(2)U NOTES: NO SCALE TYPICAL ANCHOR BOLT NO SCALE r� In NOTES: o 1) SLOPE NATIVE OR FILLWITHAMIN. SLOPE OFS%FORTFE 10' FROM S DALE NO SCALE FIRST 10 FROM EDGE OF FOUNDATION NOTES. 1 1) SLOPE NATIVEOR FILL WITH A MIN.SLOPEOF 9% O FOR FROM EDGE OF FOUNDATION �' ._. 2) WHERE STEM WALL IS AT A HEIGHT GREATERTHEN 2' -6 -WITH A MAX. 12" HEIGHT OF 4-0USE#4AT 2)W HERE PROVIDE (2) BOLTS MIN. PERPIECE OF SILLP "•"' 2} HERE STEM WALL 6 ATA HEIGHT GREATER THEN 2-6' WITHA MAX. HEIGHT OF 4'-0" LATE y� O.C. VERT. AND #4 AT 12" O.0 HOR. " USE #W AT 12 O.C. VERT. AND#4 AT 12' O.C. HOR. �• - 3 2' " 2 USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA. . B ARE REQUIRED c , )1 X12 FOOTING REQUIRED BRACE-PANELLOCATIONS w/ 2 #4 BARS .' " �••� SEE S2.0 FORAB BRACE -PANEL LOCATIONS.O D BOTTOM 3)12 X 12 FOOTING REQUREDAT AB BRACE - -PANEL LOCATIONS w!(2) #4 BARS TOPANDBOTTOM. SEE S2,0 FOR AB BRACE PANEL LOCATIONS. PLY AND ROOF DIAPHRAM EN. PER. PER. PLAN PLAN PRE-ENGINEERED TRUSS 0)SIMPSON DTCs @EACH BLOCK r PRE-ENGINEERED TRUSS �► PLY AND ROOF 24 BLOCK r ar _�_� �' DIAPHRAMPER @ 16 QC, mr, r -- ' PLAN Bl'UVPI. TRUSSES (2) MIN. AT BRACE r ra EN. P PANELS 01 1 0° a PLAN .. EN. PER. - __ r: BRACE -WALL FOOTING SCHEDULE MARK O FLAN DIMENSIONS AX B DEPTH F2 2-0"Xr-0" 18„ F2.5 2.6" X 2'•6" 19, F3 3-0"X 3'-0" 18= F3.5 3.6" X T-6" 18" F4.0 4-0" X4' -O" 18" Job Site Location:- (1)SIMPSON ;;��. - SCHEDULE ------ DTC @ 16" O.C. •a SOLID ' m JL i 1 - (3) i6dNAILS BBB 1 - I I EAVE BLOCK ■ :�e��a •�. '^ - EACH SIDE I I BLOCKING EXPER. BRACE -WALL I I I I BRACE -WALL ,•: J� 4-aSCHEDULE PER. PLAN 2x STUD ' - - ' .� ' - ar , - ' - _ _ - ' I _ co DBL2x I AT 15' O.0 _ ,_ -, _ r ' r'. I TP. i I i PRE-ENGINEERED +'_ �/� I NGINEERED _ - _.',-.- _ 1/i I 1 2x DBL TRUSS w I • - - Q I / SIMP. H1 ,' N D - BL Zx - - Yr TOP PLATE INSTALLEDAT T.P. '�, ; i .7 r V J c 'J - EACH TRUSS w m _ U 2x STUD r AT BRACE -WALL PER. PLA ' N ZxSTUD - I,-_ �9G-�,-�,: _ !'�� _ 1\1, _rJ_\.��y_ r _ '_ Z _ 16 O.C. . _, _ '��` -\.T . ' `I,\- , r r "lam\. ' ' ,_ ' • r , r� " REINFORCE WITH "\ @ 6"0 .0. E.W. ,. : ' ' ' ', _ ' ' err ' }-si _4 -iii -e . , �•ib ' , _', J ' _, '_ BRACE -WALL BETWEEN TRUSSES TOPssoTT. BRACE -WALL _ \ �-- • RACE WALL LOCATED UNDER TRUSS - '-'' -• '- ', •,- ._ • ' - T cLR. TYPICAL ROOF EAVE DETAIL 7 � �) TRUSS TO TOP P LAT E AT INTERIOR 3 CLR. TERIOR BRACE -WALLS cn TYP. F �n FOOTING SPREAD •— II NOSCALE V J NO SCALE I' I Project Information- I Dr - affin B . JL 9 Y Job Name: CHIP _ Job #: 1605 Model 1492 Date: 6/2116 16 Rev #: 00 Authorization- By. f E Signature only by. Ui Jason • _ • Llebgott LH Designs 891-1889 _ 9 w E O . to _ C CA r ALL EAS, SIGNS AND PLANS REPRESENTED BY THE DRAWING ARE. EE USNE PROPERTY OF LH DESIGNS AND SHALL NOT BE - - PR DUCED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAU RIZED REUSE OF THIS DRAWING SHEETOTHER THAN FO R- THE Pf20JECTAAD LOCATION SHOWN IS PROHIBITED. Sheet Title. Details etails .... PERMIT# { BUTTE COUNTY DEVELOPME T SERVICED v , i s , - REVIEWED FOR CO E CONIPLI C DAT � C(BY i V :a ui)vari.LHdesi`gnsHomes.com Fes. J� I I I