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Home My WebLink AboutMP16-0005 000-000-0002013 California Residential Code: zin . MAXIMUM FLOW RATE AT =20 percent REDUCTION Except as Indicated InSectich R308.L1 each pane of glazing installed in hazardous locations as defined R311.6 Hallways In Section 11308.4 shall be phoAded wth a marufacburer's designatbn specifying who applied the designation, Lavatory faucets, residential designating the type cf glass and the safety glazing standard with which it wimples, which is visible inthe final The minimum width ofa hallway shall be rot less than 3 feet (914 mm).' Installation The desigratiai shall beadd etched, sandblasted, ceramic -fired, laseretched, emtrossed, Orbe cf 22 gpm @ 60 psi a type whichonce applied Cannot be renovedwithout beingdestreyed. A label shag be pemmittedin lieu ofthe R311.7 Stairways manufacturers deesignabori 1.28galons/flushl A ush omete rtan kwater closets Stairways shall not be less than 36 Inches (914mm) in cearwidth at all points above the permitted handrail EXCEPTIONS ~ L For other �an tempered glass, manufacturer'sdesignations are not required provided the bulling height and below the required headroom height Handrails shall not project more than 45Inches (114 mm) on either side of the stairways at and below the official approWs the use of a certificate, affidavit or other evidence confirming complanoe with this handrail height including treads and landing, shat - code. not be less than 31 1/2 inches (787 mm) where a handy all is instated on one side and 27 inches (698 rrm) where 2 Temperecl spandrel glass id permitted to be Identified bythe manufacturer with a removable handrails are provided on both sides. paperdesigrhatbn. M R308.1.1 Identification of Multiple Assemblies EXCEPTION: The width ofthe spiral stairways shall be In accordance with Section R31 0.10.1. Singe -ply roof membrane adhesives R311.7.2 Headroom NLitipaneassemblies having individual pares not exceeding 1 squarefoot(0.09 m) In exposed area shall have at 53 least one pane in the assembly identified In accordarre with Section R308.1. All other panes in the assembly shall 'the mhinum headroom in all parts of the stairway shall net be less than 6 feet 8inches (2032 mm) measured be labeled "CPSC 16 CFR 1201" or "ANSI Z97.1" as appropriate. vertically from the sloped line adjoinirghe tread R308.2 Louvered Windows or 3alousies nosing or from the floor surface of the larding or platform on that portion of the stairway. ibgular, float wired or patterned glass in jalousies and louvered windows shall be no thinner than normal 3/16 EXCEPTION: Where the nosing oftreads at the side of afight extend under the edge ofa floor openingttrough which the star passes, the floor opening shall be allowed to project horizontally Inch (5 mm) and no longer than48 Inches (1219 mm). Exposed glass edges shall be smooth. into the required hheactoom_a maximum of 43/4 inches (121 mmj 8308.2.1 Wired 0lass Prohibited 550 Contact adhesive - Stair, Tread, Handrails, and Guard Rails: Wred glass with wireexposed on longitudinal edges shag not be usedin jalousies cr louvered windows. 250 Structural mood member adhesive R3 11.7.5 Stairtreads and risers 8308.3 Hum an Im pact Lo ads 250 SUBSTRATE SPECIFIC APPLICATIONS Stairtreads and risers shall meet the requirements of this section For the purposes of this section at dimensions IncividueI dazed areas, Including glass mirrors in hazardous locations such as thaw indicated as defined in and cimensioned surfaces shall beexciusive of carpets, rugs or runners. Section R308.4, shat pass thetest requirements of Section 113083.1. 50 Porous material (except wood) R311.7.5.1 Risers EXCEPTIONS: 30 L louvered windows and jalousies shall campy with Section R308.2. The maximum riser height shall be 2 Mrrors arta otherglass parels mounted or hung ona surface that provides a continuous tacking 73/4 inches (196 mm). The riser shall be measured vertically between Ieacing edges ofthe acjacent treads. The support greatest riserheghtwithin any flightof stairs shal net exceed the smalestbymore than 3/8 inch (9.5 mm). 3. Gass unit masonry complying with SectionR610. Risers shall be vertical orsicped from the underside ofthe ncsingofthe tread above at an angle not more than R30 8A Haza rdous Loca tions 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that theopening between treads dines not perm It the passage of a +inch-dameter (102mm) sphere The locations spec III ed in Sections R308.4.1 through 8308.4.7 shall be considered specific hazardous location br the purpose of glazing &c ptien: The opening between aclacert treads is not limiteed on stalls with a total rise of 30 inches (762 mm)or less. R308.4.1 Glazing In Doors R311.7.5.2 Treads Gazing in all faed and operatable panels ofswindng, siding and bfdd doors shall be considered a hazardous location The minimum tread depth shall be 10 inches (254 mm}. The tread depth shall be measurechorizortaly between the EXCEPTIONS: vertical planes ofthe foremost projection of adjacent treads and at a right angletoth` trend's leading edge. L Gazed openings of a stzethrcugh which a 3-inchdiameter (76 atm) sphere is nnabie to pass. The greatest tread depth wthin any fight ef stairs shall not exceed the smallest by more than 3/81nch (RS mm} 2 Decorative glazing. R308.4.2 Glazing Adiacent Doors R311.75.2.1 Winder treads Glazing in ori individual fixed oroperabe panel adjacentto a deur wherethe nearestvertical edge of theglazing Windertreads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical plares of the foremost projection of accacert tread;) the intersections with the he Winder treads shall have a is with a 24 -inch (610 mm) arc of eltherverticai edge of the door in a dosed portion and where the bottom wird any flghtof mn'mum tregestwineh of 6 fiches dear width ofthe star. ointwithtntheed exposed edge of the dazingis less then 60 inces (1524 mm) above tihefloor orwaking surface shall be considered a hazacbus location. p1 atthe waldinat th cadWitb stairs, the langestwhdertread depth atthe waldire shall rot exceed the smallest winds tread by more than 3/8 Inch (9,5 mm} Consistently shaped win&ts atthewakineshall beatbwed within the-sameftghtof stairs as EXCEPTIONS: rectangular treacle and donothave to be within 3/8 inch (9.5 mm) ofthe rectangular tread depth. L Decorative glazing. R311.7.5 Stair treads and risers 2 Nhenthere is an intervening wall orother permanent barrier between the door and the gazing. 3. Gazing inwalls on the latch side of and perpendicudarto the planeofthe door in a dosed positicn. Star treads and risers shall meet therequirerrents of this section. For the purposes of this seddonall dimensions A Where access through the cbor 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 ruiners. Gazhgintlisappiicationshal complywith section R08.4.3. 5. Glazing that is adjacent to the fixed panel orpatio doors. R311.7.5.1 Risers R308.4.3 Glazing in Windows The maximum riser height shall be Gazing Gazing in an Individualfixed oroperable panel that meets all of thefdbwirg conditions shat be considered a In n Indio. 7 3/4 inches (196 mm). The risershat be measured vertically between leading edges of the adjacent treads. The greatest riser height within any fight of stars shallnotexceed the smallestby more than 318 Inch (9.5 mm). Risers shall be vertical or sloped from the undersideof the nosing of the tread aboveat an angle not more than L The exposed area of at indviekeal pane is larger than 4 square feet (0.836 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 4 indrd'erreter (102mm) sphere 2 The bottom edge of the glazing is less than 18 inches (457 nm ) above the floor; 3. The top edge of the glazing Is more than 36 Inches (914 mm) above the floor; and 4 Me or more waking surfaces are wthin 36 iches (914 mm), measured horizontally Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches and in a straight lire, ofthe glazing. (762 mm) or less. EXCEPTIONS: R311.7.5.2 Treads 1. Decorative glazing. 2 Mena horizontal rat is Installed on the accessible sde(s)ofglazing 34 to 38 Inches Themihimun tread depth shall be 10 Inches (254 mm). Thetread depth shall be measuredhortzontalybetween (854 to %5mm) abovethe waking surface.The rail shal becapable df withstand"ng a horizontal bad the vertical planes of thefarenost projection ofagaceit treads and at a rightange to thetread's leading edge. of 50 pounds per Inearfoot (730 N/m) without contacting the glass and bea minimum of 11/2 Thegreatest tread clapth within any flghtof stairs shall not exceed thesmalest by more than 3/81nch (9.5 mm). Inches (38 mm) in cross sectional height. 3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge 8311.7.5.2.1 Winder treads lass is 25 feet (7620 mm) or more above grace, a roof, walking surfaces or ether horizontal [within 45 degrees (0.79 rad ) of horizontal] surface adjacent to the glass exterior. W nder tread; shag have a mhimurn tread depth of 10 Inches (254 mm) measured between the vertical planes of the foremost projection of adjacenttreads atthe intersections with the wakhre. Winder treads shat havea 8308.4.5 Glazind a nd Wet Surfaces minimum tread depth of 6 inches (152 mm) at any pointwithin the dearwidth of the stair. Within any fight of stairs, the largest winder tread depth at the walidhe shall not exceed the smallest winder Gazing in walls, enclosures orfences containing or facing hottubs, spas, whirlpools, saunas, steam rooms, tread by more than 3/8 inch (9.5 mm} Consistently shaped winders at the wakine shat be allowed within the bathtubs, showers and Indoor or eutdoorswir mingpools where the bottom exposed edge of thegtazing is less sameflight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread khan 60 inches (1524 mm) measured vertically above any stancing or waling depth surface shall be considered a hazardous location. This shall apply to single glazing andallpares in multiple R311.7.8 Han dralls glazing. Handrais shag be provided on at east ore sire of each continuous run oftreads or flghtwith fourormore risers. EXCEPTION: Gazing that is more than 60 inches (1524 mm), measured hodzortay and in a straight line, from the water's edge ofa bathtub, hot tub, spa, R311.7.8.1 Height vhidpook, or swimming pool. Handral height measured vertically from the slcpedplane adjoining the tread nosing or finish surface of ramp sepe,shall be not less than 34 Indies (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. When handrail firings or banding; are used to provide continuous transition between flights, R308A.6 Glazing Adiacent Stairs and Ramps transitions at winder beads, the transition from handrailtoguardraii, erused at thestartofa tight, Gazing where the bottom exposed edge of thegiazirg is less than 36 Inches (914 mm) above the plane of the the handrail height at the fittings orberdings shat be permitted to exceed the maximum height. adjacentwalkdng surface cfstairways, landing between flights of stairs and ramps shall be considererd a hazardous location. 8312.1 Guards EXCEPTIONS: L Mena raid is installed on theaccessble sides is) of the g(azinlg 34 to 38 ( 864 to 965 mm) above Qmards shall be provided In accordance with Sections R312.1.1 through 11312.1.4. tea waking surface. The rail shall be capable of withstandng a horizontal bad of 50 pounds per inear foot (730 N/m) without centactionthe glass and be a minimum of 11/2 Indus (38 mm) R312.1.1 Where required in cross sectional height. 2. Gazing 36 inches (914mm) or more measured horizontally from the waking surface. Guards shall be located along Dpen•sided walking surfaces, including stairs, ramps and landings, that are located more than 30 Inches (762 mm) measured vertically to the floor or gide below at any point within 36 inches (914 mm) horizontally to the edge ofthe open site. Insect screening shat not beconsideredas a guard. R308.4.7 GI azing Adiacentto thottom Stair Landing R312.1.2 Height Gming adjacent to the larding at the bottom of the starwaywhere the glazing is less than 36 inches (914mm) above the larding and within 60 inches (1524 mm) horizontally of the bottom tread shall be considered a FL-quied guards at open -sided walking surfaces, Including stairs, porches, balconies or landings, shall be not less hazardousocatbn. than42 inches (1067 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or fie the connecting the leacing edges of the treads. IXCEPTICN: The gazingis protected by aguar dcexnpyingwith Section 8312 and the plane ofthe glass Is more than 18 Inches (457 mm) fon the guard. EXCEPTIONS: L Guards on the open sides cf stairs shall have a height not las than 34 inches (864 mm) Means of Earess• measured verticalyfrom a line connecting the leafing edges of thetreads. 2 Mere thetcp ofthe guardalso serves as a handrailon the epensides of suers, thetcp of fie R311.1 Means of Ea ress guard shall not be less than34 inches (864 mm) and not more than 38 Inches (965 mm) measured vertically from a line connecting the ieadnE edges of the treads. All dwellings shall be provided with a means of egress as provided in this section. The means of egress shall provide a corthuous and unobstructed path of verticaland horizontal egress travel from all portions of the R31 2.1.3 Opening limitations dwelling to the exterior of the dwelling at the required egress door without requiring travel through a garage. Required guards shall not haveopenings from thewalkhg surface to the required guard heghtwhich allow R311.2 Egress Door passage of asphere 41nches (102 mm)hn diameter. At least one egress door shall be provided foreach d✓veling unit. The egress door shat be sidefhinged, and shall &ceptiens: provide a minimum clear width of 32 Inches (813 mm) whenmeasured between the face ofthe door and the 1. The triangular openings atthe open site of stair, formed by the riser, tread and bottom rail d stop, with the door open 90degre s (1.57 rad). The minimum dearheghtofthe door opening shall not be less a guard, deal not allow passage of a sphere 6 inches (153mm) In diameter. than 78 inches (1981 mm) in height measured from the top ofthe threshold to the bottom of thine stop. Other 2 Guards on the open side of stairs stall not have opening which allow passage ofa sphere 4 3/8 doors shall not be required to comply with these minimum dimensions. Egress doors shall be readly openable Inches (111 mm) in dameter. from inside the dwelling without the use of a key or special knowlesge or effork R311.3 Floors and Landings at Exterlor Doors R303.9 Required Heatin0 Thereshal bea landing ora floor on each side of each exterior door. The width of eachlanding shat not be las Menthe minter design temperature in Table R301.2(1) i5 below 6YF(16'C), every dwelling unlit thanthedoor served. Every landingshhal have a minimun dimension of 36 inches (914 mm) measured in the shall be provided with heating facilities Capable of maintaining a minimum temperature 0f69F(20'C direction d travel Exterior landings shall be permitted to have a slope net exceed 1/4 urit vertical in 12 units at a point 3 feet (914 mm) above the floor and 2 feet (610 mm) from exterior walls in all habtable horizontal (2 -percent) _ rooms at the design temperature, The intra lation EXCEPiTION: Exterior balcories less than 60 square feet (5.6 m )and only accessiblefrom a door are of one or more portable space heaters Shall not be used to achieve aompiianoe with this section. permitted to have a landing las than3S inches (914 mm) measured in the direction of travel. NOTE: See section R301.1.1.1. for limited-desity owner -built rural dwelling. R311.3.1 Floor Elevations at the Required Egress Doors Landings or finished floors at the required egress door shall not be morethan 1 112 Inches (38 mm) laver than the top of the threshold. EXCEPTION: The landing or floor' on the exterior side shaI not be more than 7 3/4 inches (196 mm) below the top of the threshold provided the door does not swing aver the la Ind ng or fbor. Where exterior landings or floors serving the required egressdocr are not at grade, they shall be provided with access to grade by means of a ramp In accordarcewith Section R3118 ora stairway in accordance with Section R311.7. FIXTURE TYPE FLOW RATE MAXIMUM FLOW RATE AT =20 percent REDUCTION ,%merh eads 2.5 gpm @ 80 psi 2 gpm @ 80 psi Lavatory faucets, residential 2.2 gpm @ 60 psi 1.5 glom @60 psi2 14tchen faucets 22 gpm @ 60 psi 1.8 gpm @ 60 psi Gravity tank-typewaterclosets 1.6galons/flush 1.28galons/flushl A ush omete rtan kwater closets 1.6galons/flush 1.28galons/flushl Flushometervalvevaterclosets 1.6galons/flush 1.28galonsMushl - TABLE 4.5'04.1 ADHESIVE VOC LMIT1,2 Sheet Index: SHEET: DESCRIPTION: CS GENERAL NOTES AND PROJECT INFORMATION A1.0 ELEVATIONS A2.0 FLOOR PLAN AND CROSS SECTION ' E1.0 ELECTRICAL PLANS, AND ELECT. NOTES M1.0 MECHANICAL PLANS, AND MECH. NOTES S1.0 FOUNDATION LAYOUT PLAN SIA FLOOR AND FOUNDATION (MIRRIOR) S2.0 BRACED -WALL LAYOUT PLAN S3.0 ROOF FRAMING PLAN AND DETAILS S4.0 FOUNDATION AND FRAMING DETAILS TABLE 4.5'04.1 ADHESIVE VOC LMIT1,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter I, e sol®■i�i�i. �i��is �!�ia _ giNg Indoor carpet adhesives 50 Carpet pad adhesives 50 OutdDor carpet adhesives Mimimill Wood flooring adhesive 100 Rubber floor adhesives 60 Subfbor adhesives SD Ceramic tie adhesives 65 VCT and asphat tie adhesives 50 Drywall and panel adhesives 53 Cove base adhesives 50 TABLE 4.5'04.1 ADHESIVE VOC LMIT1,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURALAPLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 OutdDor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfbor adhesives SD Ceramic tie adhesives 65 VCT and asphat tie adhesives 50 Drywall and panel adhesives 53 Cove base adhesives 50 Multipurpose construction adhesives M Structural dazing achesives 100 Singe -ply roof membrane adhesives 250 Other adhesives not specifically Isted 53 SPECIALTYAPPUCA710RI5 PVC velcing 510 CPVCwelding 490 ABS weldhg 325 Plastic cement vnetdng 250 Adhesive primer br plastic 550 Contact adhesive - 80 Special purpose contact adhesive 250 Structural mood member adhesive 140 Top and trip adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to meatal 3D Plastic hams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 0.05 SEALANTS 0.08 0.05 Architectural 250 Marine deck 760 Nonmemtrane roof 300 imadmay 250 Single -ply roof membrane 450 Oher 420 SEALANT PRIMERS Architectural Nonporous 250 Porous 775 Notified bituminous 500 Mame deck 760 Other 750 PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012 Hardmood plywood veneer core 0.05 Hardwood plywood composite core 0.08 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thinmedium cknsityflberboa•d' Q21 0.13 Client Address: rnrn . V/ �,LO :3 0 d7 3: U 0". � 0 _ o .0 JcV r 1 Job Site Location: U) r W 4_0 `N� Q f > 0 W / ` � V 0 0 0 V� V Project Information: 1 Pl9-6-16an Check Job Name: CHIP A Jab #: 1408 Nbdel 1192 Date: 5/31/16 Rev #: b1 Authorization By: Signature only by. Jason Lie0gott H Designs 891-1889 ALL IDV��.�.-'N.-PROPERTY AND PLANS REPRESENTED BY THIS DRAWING ARETH OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Covered Sheet Sheet Number: vwvw.LHdesig nsHomes.cexn ATTIC VENTING REQUIREMENTS DTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ FEET VENT. REQUIRED VENT. REQUIRED 1,614 / 150 10.76' / .7 = 15.37' NFVAArea Area Numberof Area 1,entType Wdth Height SQ Inches SQ Feet 1,ents dVent ing Eave Vent 35" x 22" = 39" f 144 x 30 = 8.1(Y Count. Ridge Vent 4" x 14'-0" = 672" 1 144 3.33' x 1 = 4.66' Dormer Vent 24" Half Round = 99.36" / 144 = G9' x 4' = 2.76 Total area of venting provided 15.52' Total area of venting required 15.37' Attic Venting Notes 1) The total'netfree ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the spaceto be ventilated at least 3 feet (914 mm) above the eave 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 ventilation for each separate space by ventilating openings protected against the entrance of ran or snow. Ventilation openings shall have a dimension of 1116 inch (1.6 nm) minimum and 1/4 inch (6A mm) maximum. Ventilation openings having a dimension larger than 114 inch (6A 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 114 inch (6A mm) maximum. Cl ie nt Addre ss: 00 }, C: N .� M (n �' L0 :3 O 0) O _ Q 0 ..ice ' V— 0 V O � r l Job Site Location: ^W W ICU r a) a) > O Z3. O O O 0 a U) Project Information: Q Plan Check Job Name: CHIP 9-6-16 Job #: 1408 Nbdel 1192 Date: 5/31/16 P,ev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 VRODUCED NO PLANS REPRESENTED BY THIS DRAWING ,AOPERTY OF LH DES6NS AND SHALLNOT BE OUT PRIOR WRITTEN PERU ISSION. ANY OF THIS DRAWING SHEETOTHER THANFOR THE PROJECTAPD LOCATION SHOWN IS PROHIBITED. Sheet Title: Elevations 1011011 sl■1� �I�I�� e�li�l� �IS��I. �I�I■'� KEY: DESCRIPTION: OR703.6.2 ®®®® Plastering With portlard cement plastershal be not less than three coats when Mimi= applied over masonry, concrete, pressure-preservatijetreated wood and decay - resistant wood as specified in Section R317.1 or gypsumbad6ng. ff the paster surface is completely covered byvenea orotherfacing nnaterialor is canpletely concealed, plasterappgcation need be onlytwoccats, provided the total thickness is as set forth in Table R702.1(1). on wood -frame construction With and on -grade floorslab system, exteriorplaster Cl ie nt Addre ss: 00 }, C: N .� M (n �' L0 :3 O 0) O _ Q 0 ..ice ' V— 0 V O � r l Job Site Location: ^W W ICU r a) a) > O Z3. O O O 0 a U) Project Information: Q Plan Check Job Name: CHIP 9-6-16 Job #: 1408 Nbdel 1192 Date: 5/31/16 P,ev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 VRODUCED NO PLANS REPRESENTED BY THIS DRAWING ,AOPERTY OF LH DES6NS AND SHALLNOT BE OUT PRIOR WRITTEN PERU ISSION. ANY OF THIS DRAWING SHEETOTHER THANFOR THE PROJECTAPD LOCATION SHOWN IS PROHIBITED. Sheet Title: Elevations ELEVATION SCHEDULE KEY: DESCRIPTION: OR703.6.2 Piaster Plastering With portlard cement plastershal be not less than three coats when applied over metal lath or wire lath and shall be not iess than two coats when applied over masonry, concrete, pressure-preservatijetreated wood and decay - resistant wood as specified in Section R317.1 or gypsumbad6ng. ff the paster surface is completely covered byvenea orotherfacing nnaterialor is canpletely concealed, plasterappgcation need be onlytwoccats, provided the total thickness is as set forth in Table R702.1(1). on wood -frame construction With and on -grade floorslab system, exteriorplaster shell be applied to cover, but rot extend below,1*4 papa and screed. The proportion of aggregate to cenentiticus materials shall be as set forth in Table R702.1(3). Fasten rs Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. R703.6.2.1 Weep Screeds A rrininum 0.0194nch (0.5 mm) (Na 26 galvanized sheet gage), corrosion- resistant weep screed or plastic weep screed, with a minimum vertical attachment O flange of 3 1/2 inches (89 mm) shall be provided at a below the four -dation plate Ire on exterior stud wails in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 Itches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type ttat will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall coverand terminate on the attachement flange of the weep screed. Drainage. O Surfak401 Surface drainage shall be diverted to astonn sewer conveyance or other approved pant of collection that does not create a hazard. Lots shall be graded todrainsurface waterawayfrom foundation wails. The gradeshali fall a minimum of 6 inches (152 mm) within thefirst 10 feet (3018 mm) OR9 05.10.4 Attc hem ent R905.2 Asphalt shincjes. The installation of asphalt shingles shall comply with the pmvsims of this section. R905.2.1 Sheathing requirements. Asphalt shingles shall befastehed to solidy sheathed decks R905.2.2 Slope Asphalt shingles shag be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greeter. 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 undedaymentapphcation is respired in accordance with Section R905.2.7. R905.2.4.1 W Ind resistance of asphalt shingles. Asphalt shingles shall be tested in accordance With ASTM D7158. Asphalt shingles shag meet the classification requirements of Table R905.2.4.1(1) for the appropriate ma>amum basis wi nd speed. Asphaltshinge packagi ng s h all bear a label to indicate complancewith ASTM D7158 and the required classification in Table 1190524.1(1). Exception: Asphalt shingles not included in the scope of ASTM D 7158 shall be tested and labeled to indicate compliance with ASTM D 3161 and the required classification in Table R905.24.1(2) R905.2.5 Fasteners Fasteners for asphalt shingles shall be galvanized steel, stalnlesssteel, aluminum, or copper roofing nails, mininum 12 gage [10.105 Inch (3mm)] shank with a minimum d 3/84nch-diameter (10 mm) head ASTM F 1667, of a length to penetrate through the roofing materials and minimun of 3/4 -inch (19 mm) into the of rosheathing. W here the roof sheathing Is less then 3/41nch (19 mm) thick, the fasteners shall peretrate through the sheathing. Fasteners shag comply with ASTM F 1667. (Use 15 degree Wire Weld Coll Nals 1 I/4" X.120" (Smooth Shank) or Betts) O Atic vent opening, with 114"min screen mesh covering ecpal tonotiess han 1/150ofareavented, typ.forallvents.(see T-24report for req.Iirements). existing buildings shag be provided Withapprovedaddress nurrbersorieters. ONovand Each character shall bea minimum4 inches (102 mm) tigh and a minimum of 0.5 inch (127 mm) Wide. Theyshai be installedon acontastingbackground and bephainly visible from the street or road fronting the property. Where access is by mears of a private road and the building address cahnct be viewed from the public way, a monument, polo or other approved signor means Shall be used to identify the structure Cl ie nt Addre ss: 00 }, C: N .� M (n �' L0 :3 O 0) O _ Q 0 ..ice ' V— 0 V O � r l Job Site Location: ^W W ICU r a) a) > O Z3. O O O 0 a U) Project Information: Q Plan Check Job Name: CHIP 9-6-16 Job #: 1408 Nbdel 1192 Date: 5/31/16 P,ev #: 01 Authorization By: Signature only by: Jason Liebgott - LH Designs 891-1889 VRODUCED NO PLANS REPRESENTED BY THIS DRAWING ,AOPERTY OF LH DES6NS AND SHALLNOT BE OUT PRIOR WRITTEN PERU ISSION. ANY OF THIS DRAWING SHEETOTHER THANFOR THE PROJECTAPD LOCATION SHOWN IS PROHIBITED. Sheet Title: Elevations u) Radiant BarriBr Truss Block ` � OESCR IPTI ON: a " M automatic tires sprinkler system shall be installed m accordance with Section 8313 of the 2013 C.R C. P y C Peri -24 Per Plan Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 n 8'-0" Wall H ht . QMAR 55g 2-0 » mm) and shat be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high (559 rutin wide ------------ _g room in the attic space shall be 30 inches (762 mm)at some point above the access n ever Mechanical Code for access requirements where mechanical equipment is located in attics. R307.2 Bathroom Spacing Bathtub and shower floors and walls above bathtubs with installed shover heads and in 2 O `tin nonabsorbent the shower com rtments shall be finished bent surface. Such wall surfaces Pa vNr shall extend to the height of no less than 6 feet (1829 nm) above the floor. Water heater firebox mourited 19'above finish floor with a vedseismicsY aPp g 'n towall.To P� O have an energy factor below.152.(seeT-24 Re at for moreirfo. ) FlBader one comb core steel doors not less than 13/8 inches 35 mm in thicknesssofdor h Y thick, or20-minute fire -rated doors. Doors shat beseff-closing and self -latching. GlI Note: Al exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual Caulking must be applied between the bottom plate and floor. PerPlan Header Per Plan R4 Insulation Foam ward o See Elevations Bedroom 2 1 SheetsAtA A1.1 For Finish � ish tenals vi Leng Room Nth FFaII A1.0 REAR Wall Insulation CONSTRUCTION SCHEDULE KEY: OESCR IPTI ON: ATTIC ACCESS 22'1,30"w/ ELECTRICAL SWITCH AND LIGHT, R807.1 Attic actress. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet (2.8 m2) and have a vertical height of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shat be located in a hallway or other readily accessible location. When located in a wall, the opening shall be a minimum of 22 inches wide by 30 inches high (559 rutin wide by 762 mm high). When the access i5 located in a ceiling, minimum unobstnicted head- room in the attic space shall be 30 inches (762 mm)at some point above the access measured verticallyfrom the bottom of ceiling framing members. See the California Mechanical Code for access requirements where mechanical equipment is located in attics. R307.2 Bathroom Spacing Bathtub and shower floors and walls above bathtubs with installed shover heads and in 2 O `tin nonabsorbent the shower com rtments shall be finished bent surface. Such wall surfaces Pa vNr shall extend to the height of no less than 6 feet (1829 nm) above the floor. Water heater firebox mourited 19'above finish floor with a vedseismicsY aPp g 'n towall.To P� O have an energy factor below.152.(seeT-24 Re at for moreirfo. ) o0 ours not less than 13/8 inches 35mm Gana door shall be equipped with solidw dd ( ) 9e one comb core steel doors not less than 13/8 inches 35 mm in thicknesssofdor h Y thick, or20-minute fire -rated doors. Doors shat beseff-closing and self -latching. GlI Note: Al exterior sills plates will be sealed to meet energy effciency standard 2.4 residential manual Caulking must be applied between the bottom plate and floor. Concretert 2 per T-24 Report Slab Per Plan P.T. Sill Plate 0'-0" Floor Line _1' 11' '015-1U 5-11 13-3" Faotlr>g 1 Per Plan 9112" 4-1112" 3-1 V2 3-6" W T-101/2" H w w in Cross Section(1) Scale 114' = 1'-0" Siding Sdg I n9 Slidn 9 '- o � O 2 4 4 Q Ir 2-0 its F.F. Bath a Bedroom 1 8-o"Cin . 0 9 A co N M. Bath Vinyl8' Master r -0" Ch . g Bedroom 2 8-0., Cling. Bedroom N t Vinyl 7-2 8 0" Chg. » 3-9 V2 D MC 3 8-0 CI g -g m _ » o �J rn 6-8 ab rb Lin. �- " 2 2-0 3 ih F.F. m Closet Closet D I 1 � I I N '�- M 1 1 . p Hall D i 1. 3 1 "_ o 6'-8 » N� 1 1 s -o Chg. _ Closet N o L--- 3 tai O p Hall 1 " G oset " 8-0 Cling. e a 6 c 2-10 1' 3-0 M 4 , V-3 1/2" Use 1/2" Fire Rated Gyp. 3 �% v -i- F o Firewall to beful-height b the underside cf rod sheathing Kitchen in . .- KtC a Pin openings nfiefireHeishailbeaccordalce�n+tin Y Pe � Q .c •o I 8'-0 Ong. � Sedans R3025.1 through R302,5.3 d the 2013 C.R.C. 1 _r v Zr- 4 DIA.X3 HIGH STEEL 1 r 1 , PIPE ENBEDED 12 ' 640 ' -- o like 112 Fre Rated G YP. x �a T Ccli Q LL L f✓ a Llvl n M - o5' a. Carpet EV�Y Room Ga ra _ e 0 s' -o" Cing. Area & t 1 „ -o" a' Cin . g Dining Room 1 I1r---------------- -------------------------- 8-0" Ch --- 1 1 � 9 Siding � 1 Temp �� 1 W W 1— Z� h I " Z W 1 ca Z Sliding 93 7-91/2 1 U)m 1 / �, I 1 8 2'•$' i6' 2'-8" 1= 8 1r �•4 15'x" » v� 4s' E c rn RON 1.0 Q X1192 Floor Layout Plan Scale l/4"=1%0" WALL FRAMING Ke y:Description: p (N) 2x4 Wall ® (N) 2x6 Wall =_ 1 -Hour 1 H r Client Address: s Cn N VJ Lb0 0 ._ ^ V L.L. -0 � r O U TT i U 0 U Job Site Location: ^/,, W C/) N Q W r 4.1 1� ^ > a� a > 0 0 O O Project Information: 1 Plan Chea Job Name: CHIP 9-6-16 Job#: 1408 Nbdel 1192 Date: 5/31/16 Rev #: 01 Authorization By: Signature only by Jason Lieb ott-LH, Designs 891-1889 9 9 ALL I EAS, S IGNS AND PLANS REPRESENTED BY THIS DRAWING ABET E .SNE PROPERTY OF LH DESIGNS AND SHALL NOT BE RE O UCED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAND LOCATCN SHOWN S PROHIBITED. Sheet Title: Floor Layout Plan 2013 California Residential Code: Smoke and Monoxide Detection: R314.1 Smoke detection and notification AI smoke alarms shall be listed and labeled In accordance with UL 217and Installed in accordance with the provisions of this code and the houselold fire warning equipment provisions of NFPA 72. Systems and components shall beCalllbrnia State Fire Marshal Iistedand approved in accordance with California Code of RegLiabons, Title 19, Division l for the purposefor which they are installed. 8314.2 Smoke detection systems hbusehold firealarm systems installed in accordance with NFPA 72 that include smoke alarms, ora combination E of smokedetectorand auditle p notification derkeinstalei as required by this section for smoke alarms, shall be permitted. The household fire U1 alarm syste n shall provide the sane level of smckedetection and alarm as required bythis section forsmoke alarms. Where a household fire warning system is installed using a combination of smoke detector and audble notification device(s), it shad became a permanent future of the 32 eccupancyand ow red bythe homeowner. The system she II be monitored by an approved supervising station and be maIrtained do accordance with NFPA C 72 tT QEXCEPTION: Where stroke alarms are provided meeting the requirements of Section R314.4. 3; R314.4 Power Source Smoke alarms shall recieve their prinarypowerfram the buicing wiring provided that such wiring is saved from a commercial source and shall be equipped with a battery backup. Smoke alarms with integralstrcbesthat are not equipped With battery backup shall be comecbed to an emergency electrical system. Stroke alarms shall emit a signal when batteries are low. Wring shall be permanent and without a disconnecting switch otherttan as required for over-uurrent protection. EXCEPTIONS: 1. Smoke alarms arepermMcltobe solely batteryoperated in exsistingbuldings where no construction is taking place. 2. Smoke alarms are permitted to be soley battery operated in buildings that are not served - from a commercial ower P source. 3. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs thatdo not result in the removal of interior orals or ceiling finishes exposing the structure, unless there Is an attic,vawl space or basement available wtich could provide access for building wiring without the removal of interior fnishes. 4. Smoke alarms are ernittedtobe sole batt o Braked where repairs or alterations P N g'Y P ep ns are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. S. Smoke alarms are permitted to be solely batteryoperated when work is Imited to the Installation, alteration orrepats of ptumbingor mechanical systems or the Installation, alteration or repair of electrical systems which do not result in the removal of interior wall or ceiling finishes exposing the structure. R314.5 Intercon nectio n Where more than one smoke alarm is required to be installed within an Individual dwelling or sleeping unit, the smoke alarms shall be irtercomected in such a manner that the activation of one alarm Will activate all of the alarms in the individual unit. The alarm shall be dearly aadble in all bedrooms over background noise levels with all Intervening doors dosed EXCEPTIONS: 1. interconnection is not required in buildings that are not undergoing alterations airs elr9 9 , repairs cr construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of Interior wag or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of interior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are lmited to {y, the exterior surfaces of dwellings,such as the replacement of roofing or siding, orthe addition or replacement of windows or doors, or the addition of a porch ordedk. 4. Smoke alarms are not required to be interconnected when work is Imted to the installation, alteration or repairs cf plumbing or mechanical systems or the installation, alteration or repair of electrical systems which cb not result in the removal of Interior wall orceiing finishes exposing the structure. 8315.1 Carbon monoxide alarms in new construction For new constructioR an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel -burning appliances are installed and in dwell Ing units that have attached garages. Carbon monodide alarms shall be listed as complying with LI-2034and be installed and maintained in accordance with WPA 720 and the manufacturers instructions. R315.1.1 Carbon monoxide detection systems Caton monoxide detection systems that Include carbon monoxide detectors and audible notification appliances installed and maintained in accordance with this section forcarbon monoxide alarms and NFPA 720 shall be permitted The carbon monoxide detectors shall be listed as complying with UL 2075. R315.1.2 Power suoofy Carbon monoxide alarms shall receive their primary paver from the building wiring where such wiring is served Sound Rating and Continuous Operation: A kitchen is defined as any room containing cooking appliances. Each kitchen in the addition is required to have an exhaust fan The whole -building ventilation exhaustfan will operate continuously, and is required to be ratted for sound at a maximum of ducted to the outside with a minimum ventilation rate of 100 cfm. The range hood over thestove may be used to meetthis 1 sone. This exhaustfan can be controlled by a standard onloffswitch, butthe switch must be labeled to inform the requirement, but the range hood mustventtothe outside; re -circulating range hoods cannotbe used. occupant that the exhaust fan is the whole -building ventilation exhaust fan and is intended to operate continuously. Qfan=0.01 (1192)+7.5(3+1) Qfan = 11.92+ 7.5(4) Of an = 11.92+ 30.0 Qfan = 41.92 cf Each bathroom in the addition is required to have anexhaust fan ducted to the outside with a minimum ventilation rate of 50 of m. The ducting for the exhaust fan shalf be sized according toASHRAE Standard 62.2 Table 7.1 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percent to 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 mustbe in luminaires that are high efficacy luminaires LL C7 o 1. 1 C / G=1 FI - MC r SD MC - SD r---- 1 i Whole House from a commercial source and shall be equipped With a battery back-up. Alarm whinshah be direct connected 1 1 Uentulation Fan D to the permanent building wiringwithout a disconnectin switch other than as required foroverc Trent - - - 1 i C - - LL 1 1 SD EXCEPTIONS. _ D 3 1. Where there is ro commercial ower supply, the carbon monakrde alarm ma be sole batter 11 pY N Y O O C - coperated.�' C _ _ 2.Other power sources recognized for use by NEPA 720. )DI 311 - R315.2 Carbon monoxide alarms in existing dwelling units and sieeoino un Its >. - Client Address: 0) .}J 00 N U) Vit LO =3 o CF) O �. .� U U C iJ � U Job Site Location: ^W,, W �F J N Q � TT W r^� W W o W V o 0 n V i v Project Information: Plan Check A"-16 Job Name: CHIP Job #: 1408 MDdel 1192 Date: 5/31/16 Rev #: 01 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-1889 - ALL I EAS, IGNS AND PLANS REPRESENTED BY THIS DRAWING .48E .EEX USiVEPROPERTY OF LH (DESIGNS AND SHALL NOT BE PR UCED WrrHOUT PRIOR WRITTEN PERASSION. ANY UA RiZ ED REUSE OF THIS DRAWING SHEETOTHERTHAN FOR . THE PROJECTAND LOCATION SHOWN S PROHIBITED. Sheet Title: Electrical Plan ---r , An approved carbon monowdealarm shat be instated in ews6ngdweings having a fossa fuel-burn fuel -burring heater or � _ tE , 7 `F` i I D D 3 , \ 1 lance fire aceor an attached garage. Carbon monadde alarms stall be listed as complying wthUL2034 �P pl 9 � pM 9 m w r GFI t c9 and be Installed and maintained in accordance with WPA 720 and the manufacturer's instructions. 83 15.2.4 Power supply i Caton monoxide alarms shat receive their primary Paverfrom tina buid.n wt 9wine re such wiring is saved from be batter back-up. Alarm be direst G 1 i 1 ' a commercial source and sial equipped with a wiring shall Nconnedad (Hn9h Efficacy) ) N i t \ ' f to the permanent building wiring wthout a disconnecting switch other than as re ured foroverarrent ` ..- - EXCEPTIONS. S. In existing dwelling Lnits where these ds no commercial powersupply, the 9 9 P PPN, t -- J l carbon monoxide alarm may besolely battery operated. 2. In existing dwelling Lntts acarbon moroxidealarmis omitted lip be solely� 9 9 P W ../ battery or withbattery bade -tip do the i u operated plug-in where repairs or alterations net: result n removal d wall and cello finishes. g \ .-� / i 1 , h Efficacy) 3. In existingdwelling units, acarbon moroxidealarmis omitted to be solely•� 9 P - � , \� (High Efficacy} Mg c battery operated a plug-in welt battery back-up where ropers oraterations are limited dwellings, D .. i rn ® a to the exterior surfaces of such as the replacement of roofing or siding, or thea. addition or replacement of Windows or doors, or the addition of a porch or deck. \ tin dwelling units, 4. in exits unit a carbon morolade alarm is permitted Do be sold batty operated or 9 9 P Y battery Pe plug. -in with battery bade-upwhen work is dinned to the Installation, �, 1 , 1 , alter abonorr qtr ct plumbing or mechanic inns ortheinstailahon alteration or � pl n9 systems . .+"� % - / , `'4' � repair of electrical stems which do rot result in the removal of interior wall or dein finishes sir 9 ! 1'� ! C i Install a bonding bar near the grounding electrode conductor g exposing the structure. ew g c S. Other ower sources recognized for use b NFPA 720. Pv i e ># _ , -------------=-----`--------------------------- r . to be mounted on the house hone box P wp � 3 � D 125AMP METER -MAIN (High Efficacy , Y WP - ' ' W/ a breaker 5 I - I - - Distribution Center I GAS METER t - - car I l - MAIN E C6 E- �.. , y - �-. - (High Efficacy) -�- (High Efficacy) C D 1192 Electrical Plan Scale Ur - 1-0 1. See Bectrical Notest ' his sheet foratlother re Irernents. 2. See Mechanical Note s for ail plumbing and mechanical requirements sheet M 1.0. 3 - . Tamper Res red ticals lobe 125 von, single hese, 15 and 20 a red ticals eP 9 P cop � installed in addition or any replacement outlets 4. Where the heghtof the passagewayigssthan6feetthedStance from the pas sagvsy amass to the appliance shalt not exceed 20feet measured alongthe certerineofthe passageway. P dole ay S. EV plugs to be In minimum p g stalledwithammimumi-tnchconduttcapabteofsu m a pPIY g 208 240V branch cit / rcuttt0 a suitable boxbcatnon forEV charging. The other end shalltermmate inline mainservice and/or subpaneLThe main pameland/orsub enol shall be ofsufficient size 1 P • to instal a 40 ampere dedicated branch crcu it. The dedicated overcu rrent otection s ace t� Pr P shall be Iabefed "EV CAPABLE". PERMIT # U" k�1-�,�� 'BUTTE COUNTY D� E/�V�E40PMENT SERVICES pE!!it IEVYE® pp F�1� C®E COMPLIANCE DAT BY _. Client Address: 0) .}J 00 N U) Vit LO =3 o CF) O �. .� U U C iJ � U Job Site Location: ^W,, W �F J N Q � TT W r^� W W o W V o 0 n V i v Project Information: Plan Check A"-16 Job Name: CHIP Job #: 1408 MDdel 1192 Date: 5/31/16 Rev #: 01 Authorization By: Signature only by: Jason Liebgott -LH Designs 891-1889 - ALL I EAS, IGNS AND PLANS REPRESENTED BY THIS DRAWING .48E .EEX USiVEPROPERTY OF LH (DESIGNS AND SHALL NOT BE PR UCED WrrHOUT PRIOR WRITTEN PERASSION. ANY UA RiZ ED REUSE OF THIS DRAWING SHEETOTHERTHAN FOR . THE PROJECTAND LOCATION SHOWN S PROHIBITED. Sheet Title: Electrical Plan ---r , --- ---- I � _ , 7 `F` to a � CHIP Hous 1001 Willow St. iH READE D ROD w. Mech. Code. -- �.,�.... � 5928 2013 Californiax � �.� � Chico CA 9 Heating and Air: andpassageway is which an a trance is shall be accessible through an opening a 509 4.1 Attic Access. An aft in pp 9 P 9 .Community Housing Improvement Program 30 inches. NFPA lance and not less than 22 inches b , ji notless than as large as the largest component of the I Y ( 9 9 P PP ?DUCT HANGER 4:9.5.1 5 ] _Z STRAPPING , wa access to the 509.4.2. Where the height of the passageway is less than 6 f set the distance from the passageway g P 9 Y I the centedine of thepassageway. NFPA 54:9.5.1.1 appliance shall not exceed 20 feet measured along ( ] C 509.4.3. The passageway shah be unobstructed and shall have solid flooring not less than 24 inches uncle from the Rte` entrance opening n9to the appliance. [NFPA54:9.5.1.2 ] _ CC k1. 9. .4 Work Platform. A level platform not less than 30 orches b 30 inches shah be provided n front the 50 4 k 9 P Y , service side of the appliance. ( NFPA 54:9.5.21 a be installed in fixture shall Lighting and Convenience Outlet. A permanent 120 volt receptacle outlet and a lighting 509.4.5 Lg 9 P P hepassageway. ontrolNn the lighting fixture shall be located at the entrance to t near the appliance. The switch controlling g g NFPA 54:9.5.3 [ ] EARTHQUAKE BRACE 510.6.2 Gas Vents. A9 as vent shall terminate in accordance with one of the following.. TYPICAL CORNERS 1 Above the roof surface villi a listed ca or fisted roof assembly. Gas vents 12 inches {300 mm) in size or smaller ) P AIC GOND_ eel 2.4 the are at least 8 f with listed caps shah be permitted to be terminated in accordance with Figure 5-2, provided y ( P U) e 0.6 m above m from a vertical wail orsimilar obstruction. All other as vents shall terminate not less than 2 feet { } ) 9 1 112'X6" L 0) • her than an orlon of a building •--- e hest crit where the ass through the roof and at least 2 feet 0.6 m) hg anyportion 9 " w hg p yp g s` WJ 2- 3/8 X 1!2" LAGS it in feet 3.1 in). w h 10 (� r i � access opening to attic t R807.1 Atticaccess. Bugdingswith combustible ceiling or roof construction shall have an attIO a , � incl have a vertical height of 30 inches 62 mm or realer. The vertical t areas that exceed 30 square feet (2.8 m2) a h 9 C! ) 9 --- __- ------------ -- ----------- easured from the to of the calling framing members to the underside of the roof framing members. r ""-____'-_ = ___ f l "-"-"`_- 6' x 12" height shat be m p 9 9 . r 6' x 12' 6" x 12" o 23- o , utuu The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shah be orated in a i When located n a vial the opening shall be a minorum of 22 inches wide halwayorotherreadiyaccessblelocation.Wh p g shall be minimum unobstructed headroom in the attic by 30 inches high. When the access is located in a ceiling, m space 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing THREADED ROD I --_ - - - members. See the CaliforniaoCalifornia Mechanical Code for access requirements where mechanicalequipment is located in attics. att N X b 905.1 Clearance. The installation of clothes dryers shall comply with the following requirements: installed with a minimum clearance of sox 6 inches 150mm from adjacent FURNACE 'i, x (A) Listed Typal clothes dryers shall be ns t) ( ) combustible material, Clothes dryers fisted for installation at reduced clearances shat be installed in accordance with they 1 11 3J4 a Nstin . T el clothes dryersinstaled in closets shall be specbcalytist installation. RON SUPPORT 9 YP O Listed TYP • B e2 clothes dryers shall be installed with clearances of not lessthan that shown on the marking plate and in bre loption r 4,, the manufacturers instructions. Type2 clothes dryers designed and marked, Tor use only m non combust s. EARTHQUAKE "shag not be installed else where. BRACING materialof not less than eighteen 18 inches C Unlisted clothes dryers shall be installed with clearances to combustiblem 9 ( ) .Combustible floors under unlisted clothes dryers shall be protected m anapproved manner. (460mm) Ye . (1) - Water ATTIC MOUNT DETAIL - _ Heaters: SCALE: N.T.S. _r r----� e eaters shall be anchored or Protection from Seismic Damage. In seismic des n categories C, D, E, and F water h 508.2 Prot 9 g 9 strapped to resist horizontal displacement due toearthquake motion. Strapping points shall beat pointswithn the upper --- ' one-third-third1/3 and ower one-third 1!3 of its vertical dimensions. At the lower point, a minorum distance of 4 inches ( 102 mm) shall be maintained above the controls with the strapping. tiJ 608.14 installation in Residential Garages: v 9 .. I-�• 'Lis - t �-----� s aces that open to the arae and are not art of the INingIL I :._ Z @ - 1 Gas utilization equipment n residential garages and in adjacent P P 9 9 P � � tr � x� � f'I q 50 dwelling unit shall be installed so that all burners and burner ignition devices are located not less than 18 inches (4 space of a g t- a � -: __- J e ® e inn) above the floor unless fisted as flammable vapor gnition resistant. [NFPA 54.9.1.10.1 ] . Valve - _ __ _- ,! ._.= '-f 1" Gas Line _ b Meter2) Such equipment shall be located orproteded so it is not subject to physical damage b a movingvehicle. 0 it 604.14 Water H eater Connectors: e heater connectors connecting water heating to the piping Flexible metallic water -heater connectors or reinforced flexible water 9 9 P 314 Gas Line ' fl a / thall be in compliance with the appropriate standards listed n Table 14-1. system sii-fo'l�ter 904.6 Steam Safety and Pressure- Relief Valves. Steam and hot water boilers shag be equipped, respectively, with approved steam safetYor pressure -relief valves of ' ut valve shall not be laced between the relief appropriate discharge capacity conforming withASME requirements. Ash off placed I between such valves and the atmos here. and the baler or on discharge pipes betty p " valve r9 P P nearthe floor. 1 Relief valves shag be ed to discharge {) piped (2) The entre dschage ping shall be least the same size asthe relief valve discharge piping. I , ter I (3) Discharge piping shall not contain a threaded end conned ion at its termination point. ' fl 510.6.2.1 „ - c t 1.5 m in vertical height as vent shag terminate at least five 5 fee { ) AType B or a Type L g t) I above the highest connected appliance draft hood orflue collar. jNFPA 54:12.7.2(2) diameter double wall flue vent with a minimum vertical length of 5 feet.} "' ro g (3 inches diam r� 2013 California Plumb. Code: ------ --------------------------------------------------------- --- -- - ---=r _ 6'x12" W LU -_ Plumbing Fixture Notes: CLZ __ I 401.1Quatity of Fixtures � __ _ m ' materials, and shall have smooth impervious Plumbing structures shat be constructed of dense, durable, nonabsorbent m s, p ' surfaces, free from unnecessary con cealed fouls surface s. Exceptt aspermitted elsewhere in this code, all fixtures shalt 6x12' conform in ualit anddes! n to nationally recognized applicable standards included in Table 14-1 ---_-- -- i - --- ------ ----- ---- I GAS METER Shower Heads HCD 1 & HCD 2 Showers heads shag be designed and installed so that they will not exceed a , _- MAIN 402,1.1 Sh ] r s- - %ater supply flow rate of 2.5 aloins 9.4 liters) per minute measured at 80 pis.. pP Y 9 ( 402.1.2 Faucets IHCD 1 & HCD 21 Faucets at kitchens, lavatories, wetbars, laundry sinks or othersinilaruse fixtures shall gallons 8.3 Iters per minute that the wtll not exceed a water supply flow rate of 2.2 g { ) p be designed and manufactured sot y PP Y measured at 60 p ,- General Plumbing notes: 603.2.3 Hose Connection Backflow Preventer. A hose connection backflow preventer consists of two independent check valves with an independent atmospheric vent between and a means of field testing and draining. including two 2 inches 51mm n size shall be brass or other approved material. Sizes 605.1 Valves. Valves up to and n g O ( ) _ al valve shall be a fulwa type with a have cast iron or brass bodies.. Each ate or Y YP 1192 Mechan'ca � P � an ser two {2) Indies (51mm} m y 9 Scale 1k4" = t-0" vwrdang parts of non -corrosive matenal o ertubin shall be made b the appropriate use of approved fittings property 606.2.1 Copper Water Tube. fonts n c pP 9 Y.' Notes: soldered or brazed together as provided m Section 316.1.3 or 316.1.7 orb ymeans of approved flared orcompression Mechanically shall to the re urementsof Sexton 316.1.3. Meth y tlttn sin 606.1.1 or 316.1.5. Solder and soldering flux s q g 1 Provide enough room under service platform for furnace unit to accommodate installation of R38 shall be made b brazen on and shall conform to the requirements of Section 316.1.7. formed tee fittings Y 9 N ) g p insulation. see truss des g n) 610.8 Size of Meter and Building Supply Pipe. 9 i i e. Usn Table 6-6. The size of the meter and the building supply pipe shall be determined as follows: 2) AN ducted r vaAres per T-24, t ror othersourc e of supply. r at the water me e able pressure ine the avail -24. 1} Deters p 2 Subtract one-half 1/2 and per square inch pressure (3.4 kPa) for each foot (305 mm) of difference in elevation 3) A/C and furnace per T and the hi hest water su I outlet in the building or on the premises. between such source of supply g PP Y . 4 Minimum required clearances (Not less than 30" in depth, width, and height) for the attic mounted " u within which this pressure will fall use Table 6 6. 3) Use the. pressure range group P re " o ron erthan there required length. 4 Seiectthe "len th column that is equal t o I g qfurnace or air handler within the manufactured truss system. 2013 CMC Sections 305 and 904. 9 5) Follow down the column q to a fixture unit value equal to or greater than the total number of fixture units required by the ssa ewa shall have a solidfloornot less than 24" wide from the attic access opening to the 5) The pa installation.installation.g y building supply pipe as found n ed 20' from the 6 Hawn located the ro err fixture unit value for the required length, sizes of meter and low g pp y p p } g p p appliance (2013, CMC Section 904.11.3). The distance to the attic furnace shall not exceed shag be applied. No building supply pipe shall be less three quarter(314) inch (20mm) in the two left-hand columns pp 9 pPb P P attic access opening if the clearance height is less than 6'in height. (2013 CMC Section 904.11.2), diameter. Gas Plumbing notes. &) See Mechanical and Plumbing Note the sheetfor more information and requirements. pressure drop. 0 .6.1 Capacity.Gas meters shall be selected for the maximum expected pressure and permissiblep 12 9 • - ecessa reading, replacement, orn A Gas meters shall he located n ventilated spaces readily accessible for examination, g,ry 7) Water Heater to have the Following:. ' 5 :5.7.2.1 . maintenance. [NFPA 4 ] 1 ' obstruction. 12DV electrical receptacle 3feet from the water heater and accessible with no aj A p • t to a driveway; under a such as adjacent sten heater. to damage, outside and the w subjected v ween ou he will tis sub J h straight pipe bet Gas meters shall not be laced where they 1 9 B)G p bj'AcategoryUlorlVvent,oraTypeBventwit g pp where the will be subject to excessive corrosion or vibration. Iresppe, in pubic passages, hags, or coal bins, or y J C) Acondensate drain no more than 2inches hlgherthan the base on the water heater for natural draining. dj Alias supply line with capacity � Gas meters shat be located at least 3 feet (0.9 m) from sources of ignition. of at least 200,000 Btu/hr. � 0) I✓ temperatures sudden extreme changes es in D) Gas meters shat not be located where they be subjected to extreme temp 9 temperatures _ temperature. Meters shat not be located m areas where they are subjected to beyond those recommended by N the manufacturer. C '- shall be supported or connected to rigid fining so as not to exert a strain on the meters. 1209.6.3 Supports. Gas meters ppP as meterto downstream in at mobile homes n mobile home parks, Where flexible connectors are used to conned a g piping laced in a firm footing or means providing equivalent support.23 b Ise meter shall be supported by a post or bracket p by other Meter Protection. Meters shag be protected against overpressure, back pressure, and vacuum where such conditions are anticipated. have not been definitely specified, Table 12-1 may to be installed P Where the as appliances Y 1216.3 Required Gas Supply. 9 PP be used as a reference to estimate requirementsof typical appliances. To obtainthe cubic feet per. hour (Usec. ) of gas cubic foot l of the as. The avers e required divide Input of appliances by the average Btu (Watt-hour) heating value per O 9 9 q he area of the installation may Btu (Watt our) per cubic foot (L) of the gas in i Y be obtained from the serving gas supplier ie t Address: CI n M�y'� W N C U'^) L V! =3 o Cid 0 Q U 1.1 -r- o .� O T . _ i ^ Uo rr i T_ U Job Site Location: ^U,, 'VJ 4_4 Y, N Q W U V 0 O L O O W (nn_ Project Information: Plan Ch eck A9-6-16 Job Name: CHIP Job #: 1408 Nbdel 1192 Date: 5/31/16 _ Rev #: 01 Authorization By: Stamped signature only by. Jason Liebgott ALLI EAS, SIGNS AND PLANS REPRESENTED BY THIS DRAWING ARE T EE USNE PROPERTY OF LH DESIGNS AND SHALL NOT BE RE UCED WITHOUT PRIOR WRMENPEFUGSION. ANY UNAUTHORE ED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: 11- ...:. MechanicalMeranical Layout Plan _ PERMIT # Number: Sheet N 1 Nle to �©S�' BUTTE COUNTY DEVELOPMENT SERVICES RE1f iEWE O CODE CCDM PLII CE __ Y DATE___1___ �� B ® , www.LHdegnsHomes.com nsHomes.com i E 8 0) E CnC t73 2013 California Residential Code: FOUNDATIONS R403.1.1 Nlnimums¢e Minimum sizes for concrete and masonry botings shall be asset forth in Table R4011 and Figure R403.1(i).The tooting Width W, shag be based on the load-bearing valued the sod in accordancewith Table R401.4.1. Spread fooings shag beat least6 inches (152nm) in thickness, T. Footing projections, P, shall be at least2 inches (51 mm) and shag not exceed the thickness of the footing. The size d foofngs supporting piers and columns shall be basedon the tributary bad and ailowablesol pressure in accordance WithTatde R401.4.1. Footings forwoodfoundations shag be in accordance with thedetails set forth in Section R403.2, and Figures R403.1(2) and R40al (3). R403.1.2 Continuous fooling in Seismic Design Cat go -ries DO,Wand D2 The braced wall panels at exterior wells of buildings located in Seismic Design Categories DO, Dland D2. shag be supported by coninueus footings. All required interior braced wail panelsin buildings WWthplandimensions greater than 50 feet (15 240 mm) shag also be supported by continuous footings. R403.1.3 Seismic reinfordngConmete footings located in Seismic Desigt Categories D0, D1and D2, as estabishedinTable R301,2(l} shall have minimum reinforcement. Bottom reinforosmentshail be located a minimum d 3 inches (76 mm) dear from the bottom of the footing- in Seismic Design Categories DQ D1and D2 Where a construcionjoint is created between a concrete footing and astemwal, a minimun of one No. 4 ba shag be installed at not more than 4 feet 1219 mm on center. The vertical ba shag extend to 3 inches 6 mm clearof the bottom of the footing, have a standard crook andexterd a minimum of 14 inches 357 mm into thestem wall. in Seismic Design Categories DO Wand D2whete a grouted mason stemwall is D � 9a gr masonry supported on aconcrete footing and stem wallaminimum of one No.4 bar shall beinstaledat notmore than 4feet) mm 1219 on center. t 403.1.3.1 Foundaionsw&h stemwalb. Foundations with stem walls stall have installed arrinimumofone No. 4barwihin12inches 305 mm of the to of the wall and one No. 4 bar located 3 inches 76 mm to 4 inches 102 mm from the bottom of the P t ) t ) footing R403.1.3.2Sitalos-on �our with turned -down footings.s Slabs on ground With tuned davn foofngs shall have a mnimun of one No. 4bar at the topand the bottom of he fool ng. Exception: For slabson round cast with the locating one No. 5bar ortwo 9 Y 9, 9 No. 4bars in the middle thidof the footing depth shag be permitted as an alternative to placement at a fooln to and bottom. Where the slab is not cast monolithically With the footing No. 3 or h 9 P ly g larger vertical dowels with standard hooks on each end shall be provided in accordance with Figure R403.1.3.2. Standard hooks shall comply with Section R611.5.4.5. R403.1.4 Mininumde th P All exteriorfootngsshallbeplaced at least 12 inches (305mm) below fie undsturbed ground surface. Where aPd icatle the depth of footings shag also conform to Sections R403.1.4.1 through R403.1.4.1 Frost protection. Except where otherwise protected from frost, foundation wags, piers and other permanent supports of buldngsand structures shall be protected from frost by one or more ofthe following methods: 1. Extended below the frost One specified in Table R301.2(1); 2. Constructing in accordance with Section R403.3; 3. Constructing in accordancewithASCE 32; or 4. Erected on solid rode Exceptions: 1. Protection of freestanding accessory siructureswitn an area of 6ODsquare feet (56 m2) or less, of light -frame construction, Wthan save height of 10feet (3048 mm)orless shall not be requi red. 2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less,of other than fight -frame construcion,with an eave height of 10 feet (3048 mm) or less shag not be required. 3. Decks not supported by a dwelling need not be provided With footings that extend below the frost line. Footings shag not bear on frozen soil unless thefrozen condition is permanent. R403.1.4.2 Seismic conditons In Seismic Design CategodesDO,Dland D2, intedorfodings supporting bearingorbracng Walls and cast mond with a slab on grade shall extendto a depth d not less than 12 inches (305 mm) below the top of fie slatx R403.1.5 Slope. The top srrfaceof footings shall belevel.The bottom surfaceof footings shag not have a slope exceeding one ung vertical in 10 units horizontal (10 -percent slope). Fool ngs shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the botbm surfaced the footings wig exceed one Unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage Sliplatesand walls supported dreciyon continuous feundatonsshall beanchored tothe foundation in accordance wih this section Wood soleplates at all exterior Wells on monolithic slabs,wood sole plates of Iracedwal pareisat building interiors on monolithic slabs and all woodsil platesshal be anchored to the foundation wih anchor bogs spaced amaximum d6 feet (1829 mm) on center. Bolts shag beat least 1/2nch(12.7 rrm)in dameterand shall extend a minimumof7 inches (178 mm)intoconcrete or grouted cells d concrete masonry units. And and Weshershall be tightened on each anchorbo&. There shall bee minimum oftwo bdtsperplate sectionwithone bolt locatednot morethan 12 inches (305mm) or less than seven bolt diameters from each end of the plate section interior bearing wag sole plates onmonoithic slab feundaionthat are not part ofa braced wall panel shall be pos&rJely anchored with approved fasteners. Sit plates and sole plates shall be protected against decay and termites where .requited bySectiansR317and 8318. Cold-formedsted framingsystems ystens shall be fastened to Wood sig plates or anchored dredlytothe foundation asrequied inSedion R505.3.1 a R603.3.1 R403.1.6.1 Fcundafonanchorage in Seismic Design Categories C, DQ D1andD2 In additionto the requirements of Section R403.1.6, the fdlowirg requirements shall apply to wood fight -frame structures in Seismic Design Categories DO , D 1 and D2 and wood fight frame townhouses in Seismic Design CategoryC. 1. legate washers conforming to Secion R602.11.1 shall be provided fora) anchorbofts overthefufl length of required braced wall lines exceptwhere approved anchor straps are used. Properly sized cut washers shall be permitted for anchor bdts in wall lines notcortain ing braced wall panels. 2. Interior braced Wall plates shall have anchor bdts spaced at not more than 6 feet (1829mm) on cen- ter and located within 12 inches (305 mm) of the ends of each plate sectionwhen supported on a continuous foundation. 3. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located Wthn 12 inches (305 mm) of he ends of each plate section when supported on contiruousfoundation. 4. The maximum anchor unit spacing shall be 4 feet (1219 mm) for buildings over talo stories in height. 5. Stepped cripple wags shall conform b Sedan R602.11.2 6. Where continuous Wood foundations h accordancewith Section R404.2 are used, fie force transfer stall have a capacity equal to or greater than the connections requiedby Section R602.11.1 orthebraced wag panel shall be connected to the wood foundations in accordance with the braced wall panel -to -floor fastening requirements of Table R6023(1) WOOD FLOOR FRAMING 85021 Identification Load-bearing dimension lumber forjoists, beams and girders shall be idenified by a grade mark da lumber gracing orinspection agency thathas been approved by an accreditation body that complies with DOCPS 20. in lieu of grade mark, acertificate of inspection issued by alumber grading or inspection agency meting the requirements of this section shag be accepted. Noted See Section 8301.1.1.1 for lion&ed-density ovnerbuit naval dweings.R5021.1 Preservative -treated lumber. Preservative treated dimension lumber shell also be identfied as required by Section R317.2R502.1.26locidng andsubflocrng. Blocking shall be minimum dutiily grade lumber. Subflooring may be a rinirmm of utility grade lumber or No. 4 common grade boards. 85021.3 End-jdntedlurrber. Approved end ' inted lumber identified b rade markconformi AFPr -P Y a 9 r3 to Section me cies and grade. 85021 may be used irterchangeaHyw&h solidsavn members d the ser species g End -jointed lumber used in an assembly required elsewhere in tNscode to have fire -resistance rating shat have the designation "Heat Resistant Adhesive" or"HRA" included in its grade mark 85021.4 Prefabricated wood 1 -joists. SStructural capacities and design provisions for prefabricated (joists shall I be estad'shed and monitored in accordance Wth ASTM D 5055. 85024 Joists under'bearing partitions. Joists under paralld bearing partitions shall be of adequate size to support the bad Double joists, sized to adequately support the load that are separated to permit the installation of piping Or vents shag be full depth said biockedwithlumber not less than 2 inches 51 mm in nominal thickness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shag not be offset from support ng grders, wafts or partitions more than the joist depth unless such joists are of sufident size to carry the additional bad 85028 Cutting, cklling andnotchin g Structural floor members shag not be cut, bored or notched in excess of tre ion&ationsspecified in his section. See Figure R5028. 85028.1 Sawn lumber. NDtches in sold lurrber'1cists, rafters and beams shag not exceed one-sixth d the depth d the member, shag not be Imgerthan one-third of the depth of the menrberandshal not belocatedin he middle one-third of fie al not exceed one-fourth thede thof the member.The span. Notches atthe ends d the member shag p tension sideof members 4indnes (102 mm) orgreater n nominal thi knessshali not be notched exceptatthe e e diameter d holes bored or cut into members shall not exceedone4hidthe de enols ofthe members, Th ah of tt oft a member he member. Holes shat rid be doser than 2 aches (51 mm) to he topor bo om h or to a M other holelocatedin he member. Where thememberisaiso notched, thehole shell not be doserthan2 inches (51 mm) to the notch. 85028.2 Engineered Hood products. Ico composite structural lue-laminatedmembers or Cuts, notches arxi holes bored n trusses, structure cop g Ejoisis are prohibited except Mere permitted ermittedbymanufacturer's the recommerdationsorwheretheeffectsof suchaiterafons are specifically considered in the design of the member by aregistered design professional. C 48' 3 x 3' Concrete A1C Pad g9 toit a s� X V r- 1 4 ,I 1 I I I 1 i 1 t I a-0 I I ..I 1 I, 1 l 'I sI i I S4. to o 1 1 i 1 1 1 fn I I i m I i t I 1 4 Master :t _I s4. o Master I Bedroom 1 t t Bedroom 2 Bathroom I throom I I t I _ Bedroom 1 1 r I 10, ;\ r- 1 0--- -t., 2-4 S _ 3-1 - -------------------------------- - _ -------------------------__I t1 /�J _1 1 � 1 1 l I I 1 t� t 1 1 1 1 I m I1 1 1 Kitchen t I1 , l I I l p 4 Concrete w! fXi Bars at 24 E.W.I �l .i DiA. 3' HIG S Ilr I � 'L X H STEEL 0 o rove _ � T sand over 10 mi. vapor barns I m -_ " PIPE EMBEDED 1T it I u, _J 4 clean crushed do rid road bee 1; $`' rock x 1 ) t 1 err I I ,, eo crdean ea east t ;,1 , P I ,. - Garage I 9 i o 1 1 _i I Area 1 c ion I I I Livor .01 g I j C 4Concrete Slab w/ t3 B ars at 24" EW . X3 Room o2 r sandover 10mi. vaporbanerover 4' t1 I1 dean crushedrock (not road base) It I 1-J_ I ravel. I I 3 5 ( cr dean Pea 9 I I t I S4.0 1 L I i Dining _ 9 I 1 t { 1 I I , 1 I I ; 1 - 1 1 46 PostI '_ �-------------------------------, cit' Lr ?FI r 1 1 4x4 PostQ 1 1 i rr I I -1 L I W I , 1 r 0 o s L_ a _ _ q q `rte `rSe r = : - rJ % i1T % Patio Porta =_ _- F2 1 I e e -1 o z_ O Slab 1 dJ Slab O O 1 r --- O i --------------------- Thldcend Edi 'mnckend Edge F2 ------ ------ - -- -- -- - - --- - ---------- ------------- 41 See ----- - See Detail See Detail 1/S2.0 for $ VS2.Ofor Hardware �k °g o tx Hardware Instalafoni a Installation 11, 15,$„ 21'-4" 48` . 1192 Foundation Plan Scale 114"= 1'-0" 2 See footing detai 6/S4.0 for more information Optinal (2) 2x Stu ds at all 4x4 Post Locations 2-2x,STUDS NAILED TOGET14ER INT2 ROWS 1 SINKERS AT 12"O.C. FOR FULL HEIGHT OF STUDG_ dxIROS T ` REPLACE 2 STUDS) PERMIT# BUTTE.000NTY DEVELOPMENT SERVICES REVIEWED` FOR CODE ROMPLI CE DATE l.7 gY Client Address: CO■ N/'� � .� VJ ^^ V'', 0 0 .� V 0- T-- 0 O V U O -c r� U Job Site Location: ^V,J W 4-1 M _4_J N Q W / W _ 0 V 0 0 0 7 00 ��C/) vJ Project Information: .bb Name: CHIP Job #: 1408 Nbdei 1192 Date: 5/31/16 ' Rev #: 00 Authorization By: Signature only by: Jason L ieb o t-DesignsLH 91-1889 ALL EAS, IONS AND PLANS REPRESENTED BY THE DRAWING - ARE E USNE PROPERTY OF LH DESIGNS ANOSFWLL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERA ESION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAPD LOCATION SHOWN E PROHIBITED. Sheet Title: Foundation Layout Plan 8 -E Cnc rn 0 a as' - 3 x 3' Concede PJC Pad 48 o 13-0 5l-11" e-10" 11 11 0al1, 0 Xr 4A 1/2 s trz' 1 F2 W W ,-10 1!2" 3-6 3412 , Siding ng o Ing Siding Slidlrg I " rn I � 1 1 4 � 4 O 5 1 � O s4.o t 1 I t II i 1 I I CE.m Ifi 1 I I _ I 1 i I i Master 4 _ t o �- i Master s4.o � _ n : - N _� Bedroom 1 t Bathroo i Bathroom Bedroom 2 t Bedroom 1 I I N >b M. Bath - Bath b Master t i { t . " Bedroom i I 8-0 Cin " Bedroom 2 g � _ _ I 8 0 Gn 8 fl" Chg. Bedroom 9 9 " : _ „ a-0cl 7-2- 3-9 12 t ,,� 3 MC Ll Q_ _•_=i t g_g 8-0 Chg• o . rn ` in t a _- _ __- AIN -- ___ - Lin. I I I ILL — I�12-0F.F. t--losetCloset---- = -------- C =_- Hall M . " t ------ - --- - - ------------ to 1 Closet ih O I I N 5. s" f i L___i -�,r --- D I ---- " O '� tO --- -------------- ---------------- _ ------ I —_ D p --- II, I �, t lay$ , = r- '.. ------------------------ -- i �---} Hall Closet " N 8-0 Cling. 3S 210 N t r------- I� N � I I .------------ to Use 1cl 2 Fire Rated Gyp. Q t Kitchen I I r 6-31/2 I 1 2 . 1 O e F htto fie tndesdeof roof sheathing. I Flrewal b b fLi heg g MycQenngs lnthe fravall steal be n acmrdancewlh Kitchen co 122) c -- a' ConcreteSlab w/ M Ba t Sections R302.5.1 through R302.5.3 d the 2013 C.R.C. _ .� I " v � { Bars at 24" EW. 9 1 8-0 Clm t DIA.X 3 HIGH STEEL 2 ? V rig. fh " ( 2 sand over 10 mf. vapor barrier over PIPE EMBEDED 12 i tr 1. x , t 4' clean gushed rode (not road base I 4 DiA. X 3 HIGH STEEL is >h a dean ea gravel. t � sl 3 PIPE EMBEDED 12 " I is ,, ( i o I � :.. f I , Garage I C?-- 9 I I -t I I ti° t t Area i I s_ I -. I f Living { _ *, LL a { 9 .. N LL M Concrete Slab w/ iKi Bars at 24' EW I 4 I '� r+ - Liven M ( I x a Room ��, I 2 sandoverl0 m�. vapor bartlerover a Carpet { 4 dean crushed rock not road base { Room Vin E 3 Q dean ea ravel. V_I - Gara e � � f I P fd s -o chg. 1 sa.o r I 3' 3112 { Dining Area I 1 t { 9 I S I " l 1 II t I I I I CJ . _.. __--____-__.._-__________-_________.___________-___-�_..___..________-_________ 1 _ _ I Dm t o __ , __ 1 _ 1 1 .1 __ .. I I , iI _ __ Room O :__- ,¢ t __ t I 4x8 Post --------------------------------1 gF ( i - _ ' 1 p --------- --------------- 4x4 Post ____________________________ I I pF#1 siding 8'-0" CI $ I I ng i Pate Temp `l =__ = = l Patio 1 I _ __ I Slab g slab 5 2 w l I _ i = to 5 O O I I O W I 1 a _ I _.: -- _;_ I F2 I l w ' O 2'3 1/2" 8-0" 1 I ___ ____ ; 1 Thd<end Edge Thldcend Edge -7r- <e> F O _ {-It � 8 I See Detail See Detail 1/S2.O for �+ VS2.Ofor v till/ d' Hardware O $ o^ Hadxare s� a � Installation � � Installation t;. r 3• Z� 1B 7 „ 21'-4" 15-8" 11' 46 48' Mirrored Mirrored (Mirrored) (Mirrored) 1192F ..."oundation PlanE 1192. FloorLayout Plan Sale1i4=1-QSoda 1/4* g WALL FRAMING See Detail 1 Sheet A2.0 - * 1 -Hour fire rated exterior wall. hbte only applicable Key. Description. 2 See footing detail 6/S3.0 for more information at property line. cin Pop Y V C D 2x4 Wall t7) — 2x6 Wall D PERMIT # t-� BUTTE COUNTY DEVELOPMENT SER ICES V RE IEWED FOR COD CMPLI 0 CE DAT BY s s'r .. �C. CHIP Housing w Willow St. .1001 Chico CA 95928 ui Community i P Housing Ini rovetnent Pros?ratn CI n ie t Address: ■ SII ) N COU) in =3 0 (3) 0 ■_ —17 Q ^ V _ 0 C) .V U r U Job Site Location: V! co CU .a-0 N W r- Cll r " > _ — 0 0 0 L Project Information: Job Name: CHIP Job #: 1408 Nbdel 1192 Date: 5/31/16 Rev #: 00 Authorization By: Sgnature ony by. Jason Liebgott - LH Designs 891-1889 ALLIDEA DES NS AND PLANS REPRESENTED BY THIS DRAWING ARE THESNE PROPERTY OF LH DESIGNS AND SHALLNOT BE REPRO CED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAUTHORIZ ED REUSE OF THIS DRAWING SHEETOTHER THAN FO R THE PROJECTAND LOCATION SHOWN IS PROHIEITED.. Sheet Title: Mirrored Foundation and Floor Plan EXTENTOF HEADER DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) ' (10)16D NAILS .I MIN 3" X 11-1/4" NET HEADER . • •r (STEEL HEADER PROHIBITED) :::::,". N(B�OTH ENDS FASTEN TOP PLATE TO HEADER WITH TWO ROWS i'V L; _OF16DSINKER NAILS AT3"O.C.TYP. 1 SIMPSON ST6224 a 1000 L B STRAP OPPOSITE SHEATHING BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS C9 i MIN. 2X4 FRAMING « i T 3: 112" A.B. AT 72" O.C. 1/2" GYPSUM BOARD APPLIED OVER STUDS 16"O.C. AMX NAILING 1518" DRYWALL SCREWS OR EQU IVALENT PER C. B.C. AT 7 " O.C. FIELD AN D ED GES. ALL HOR IZONTAL MIN.WIDTH= 16"FOR ONE STORY STRUCTURES EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. U C) 112' ANCHOR BCLTS 72 O.C. @SLAB OR r rIq 1•I, 1r MIN. WIDTH = 24r' FOR USE IN THE FlRSTOF TWO I I rn l ni Vw/ PERPENDICULARTO STUDS SPACED 16" OC MAX. NAILING TO BE 8d COMMON OR DEFORMED SHANK (2.5-X 0.131") OR GALVANIZED BOX (2.5" X 0.113") AT6" O.C. EDGES STORY STRUCTURES rl as Mt SIZE OF THE STUDS. INSTALL HDU2-SDS2.5 ON DOUBLE STUDS OVER SSTB20" W NSTALL 1/2" A.B. ATOUTSIDE QUARTER POINTS OF BRACE WALL LI. t� ^, AT GARAGE DOOR PORTAL REQUIREMETNS) W � rn� V 0 o- BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE W COMMON OR _ DEFORMED SHANK (2" X 0.113")AT6"O.C. EDGES AND 12" O.C. FIELD. Ail HORIZONTAL 0 —� EDGES TO BE BLOCKED WITH BLOCKINGTHE SIZE OF THE STIRS. i T 3: 112" A.B. AT 72" O.C. 1/2" GYPSUM BOARD APPLIED OVER STUDS 16"O.C. AMX NAILING 1518" DRYWALL SCREWS OR EQU IVALENT PER C. B.C. AT 7 " O.C. FIELD AN D ED GES. ALL HOR IZONTAL 0 EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. U C) 112' ANCHOR BCLTS 72 O.C. @SLAB OR r SILL NAILING W/ 16 d @ 6" O.C. @RAISED FLOOR (INT. & EXT. WALLS). Job Site Location: THREE PLY MINI MUM 318" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONG AXIS Vw/ PERPENDICULARTO STUDS SPACED 16" OC MAX. NAILING TO BE 8d COMMON OR DEFORMED SHANK (2.5-X 0.131") OR GALVANIZED BOX (2.5" X 0.113") AT6" O.C. EDGES co AND 12" O.C. FIELD. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKINGTHE SIZE OF THE STUDS. INSTALL HDU2-SDS2.5 ON DOUBLE STUDS OVER SSTB20" W NSTALL 1/2" A.B. ATOUTSIDE QUARTER POINTS OF BRACE WALL (SEE DETAIL (1)THIS SHEET FOR MORE INFORMATION t� ^, AT GARAGE DOOR PORTAL REQUIREMETNS) rl (2) SIMPSON STHD10 HOLD DOWNS EACH SIDE ;.I i_;; (This only applies to fasteners used for fastening pressure treated framing members.) MIN4200 LB TIE-DCWN DEVICE (EMBEDDED INTO " All fasteners shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze, CONCRETE AND NAILED INTO FRAMING) s' or copper and the foundation bolts to be mechanically deposited zinc coated. al �! ESE SECTION 2308.9.3.2 � I - T1 MIN. (1) 518" DI AMETER ANC HOR BOLTS EACH SIDE �- INSTALLED PER 8403.1.8 WITH 2"XZX3/16" PLATE 1 It i WASHER ll 1 li U 1 Il tl u tLo FIGURE 2308.9.3.2 - GARAGE PORTAL -WALL DETAIL TYP. (1) NO SCALE 1 2 3 4 1 , .�.---''�- 16DNAILS ATI6 O.C. fIN. $'LICE , STAGGER INTO TOP _ r " l _ , » 1 L=4! -O"-{ , L-6 -0 , L-4 -0 1 L=4' -O" PLATE TYP. U.N,O' 8-a MN. TYR- I Y 1 1 t , 0 16D NAILS1h)r 1 l 1 1 AT TOP PLATE SPLICE r 1 I - - O w ,� ft �r u 1r It II 8 w - DBL 2X dx I I � �' a n v TOP PLATE li I BID - r N II J -0I Q u L=41%0' JD 10 2 0 ac STUDS 2 16 O.C.--------- 2 1 ------------------- I ao B L=4'-0" — 1 : a0 e 0 2 N00 TYPI CAL TOP PLATE SPLICE 2 0 -------------L L�4 " CI NO SCALE I 4 2 0 W I - 1 o v I LL I O � m - I d -,_ Sim " S a �d CV I< m N u B � J Z C7 � I - _ O r ra 1. I. I n 1 {I ¢ O I , _ I D 4x6 Pbst 4x4 Post Q6' zJ #1 #1 q 0 '. , Q o ti ti t� E 8 ■ hstall Post After Sim FDU2 1 c I - •gt AB _..q ' Fug Length • — • --— • . •. • .. _ .. " • — 13 L 3-0 L� 0 3 x 13 1/2"24F V4 GLB C Q G F L=2'-10" _ 1192 Braced -Wall Plan ` Scale 114"= 1•-0" R301.22.2.1 Weights eri g f m � tals. XAALL FRAMING Ke Descri tion: - Average dead loads shall not exceed 15 pounds per Y P P square foot (720 Pa) for the combined roof and ceiling Q 2x4 Wall assemblies (on a horizontal projection) or 10 pounds per CZ= 2x6 Wall square foot (480 Pa) for floor assemblies, except as • further limited by Section R301.2.2. Dead loads for walls above rade shall not exceed: �ERMIT# M-rde-, BUTTE COUNTY DEVELOPMENT SERVICES Optina( (2) 2x Studs at all 4x4 Post Locations REVIEWED FOR 2-2x STUDS NAILED TOGETHER ITH 2 R01 C SINKERS AT 12" C.C. FOR FULL HEIGHT OF STTCJ fl 4x T MAY ELLE 2.2x BTU DATA E COMPL.IANUE BY— Client Address: ■ f+ U) M W N 0 —� i T 3: o o 0 U C) .� r `) t Job Site Location: Vw/ co W t� ^, 0 W � rn� V 0 o- 0 i •U Project Information: Job Name: CHIP Job #: 1408 Nbdel 1192 Date: 5/31/16 Rev #: 00 Authorization By: Sgreture only by: Jason Liebgott =LH Designs 891-1889 ALL IDEA IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUS NE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHINTED. Sheet Title: Braced -Wall Layout Plan �f 4 1� I N H ti I 0 O G \Q .. a 1. 2 y .0 , n ' o _ - ___ _ - I I I _ _Ss ._ Tru ------- ----- ,1 n 5 o ENDu`5 Q rn Drag Truss $ o _ t 1 Truss Blocking Drag Truss _= 1 Rld a Ride _, • -1 5:12 11 Truss Blocking 1 � � Q m v, ocli N - _I �1 O a I � `res ------ s es I ,, 00 _ - o I {- d. N -� ,r •- it to e fill .a. e es Illi '' (e•� Ttl ►— P t J� „ RpO Q L�� •— tltl , 311 I µ I 5:12 I I tll, Itl ' I µ #, Q I s s4.o a s1 o _.f Pleader N w. _ _ 1 I See Roof Framing Notes � FOOTIN G SC HE DU LE BRACE -WALL RAN DIMENSIONS AXB DEPTH DIAPHRAM EN. PER. BRACE -WALL 2-U'X 2'-0" PER. PLAN PLAN PLYAND ROOF 18" F3 3-0" X 3'-U' DIAPHRAM PER. PER PLAN 3-6" X 3'-6" 18" PLAN 4-9'X4'-9' 16, BRACE -WALL EN. P ,, o , PER. PLAN PLAN PRE-ENGINEERED BRACE -WALL TRUSS r) SIMPSON DTCS @EACH PER. PLAN PRE-ENGINEERED 0) SIMPSON•m°°o BLOCK - z SCHEDULE o . • TRUSS PLY AND ROOF I I� a ° •' ° DIAPHRAM PER. DTC@16 O.C. SOLID • PLAN ' ---- as EAVE BLOCKBLOCKING e% m- _�p0vomm 24 BLOCK @ 16, O.C.�...° 2X STUD @ ---_ -------= � EN. PLAN 1 o 16" O.C. w/ - (3) 16d NAILS R � I ' i - PLATE WASHER TRUSS. 2x P.T. Si@ and APT SLL - _ „ ' F,- - -:, i I EACH SIDE 2X PT SILL i BRACE CONCRETE 3"X 3" x.229"TYP BLOCK DBL2xT.P. PLATE - 2X STUD ® 2X PT SI LL ' ' PLATE _ 2X STIR @ I 1 I -WALL PER. PLAN SLAB PER. » 16 O.C. w/ PLATE = � ZX STUD » @ BRACE-WALL I I » 16 O.C.w/ , FNDN PLAN 1/2' REX 12" PRE-ENGINEEREDSCHEDULE Zx P.T: S1 and 16 O.C. W • Zx P.T. S11 and 2x STUD » I I 1 CONCRETE TRUSS vJ SIMP. Hl t7BL2x T.P. 2x P.T. Sill and DBL2xT.P. FAVEIvENT&SLBGRADE 0 K o J- BOLT DBL2x i AT 16 O.C. FNDN PLAN I t 2C t?61 CBL2xT.P. NSTALLED AT BYOTHERS �, - m M m � T.P. I I DBL2x ., TOP PLATE CONCRETE N. , _ - " ' T.P. - - - CONCRETE - SLAB PER. - �> .m ,�--'-_��« - r a w x � `_ _ SLAB PER. GRADE _ FNDN PLAN 2x STUD AT 16O.C.- _-•-'_L�"= `�.�.' - _,"...r\-- - - - - GRADE (b FNDN PLAN 1 ti • ' - .- 2xSTUD- AB PER. BRACE- - - .. i✓ .- - , : • , . - - - AB PER. BRACE- BRACE -WALL ' _ - GARAGE DOOR , „ 24 LEGS - �» WALL SCHEDULE .. _ � . AB PER. BRACE � .. _ r -, r •', r .. WALLSCHEDULE \ r�' , 2 o"ryOPE � OPENNG _, @2a' O.C. - PER. PLAN : - SLAB _ VIWLLSCHEDULE •..-•._ •.. •. - --:_- - _ 2X STUDREtNFORCEWITN - - �2� I I, � - -- - - E _ _ _ _ Q SLAB i » AT 16 O.C. @ ... #4 6 O.C.E.W. .. M _ -- -- - i - Z f r P• TOP & L30TT. - — iL -cam - N - 2X PT SILL _ - ,. _ -OL A35 AT; 2-01, O.C. - a BRACE -WALL LOCATED UNDER TRUSS , T. S a I ,' L M PLATE T. SO ., T CLR ti• �.. r r r • _ ---- EAVE DETAIL(8)TCR. O b _' - TO TOP z �I •6 MIN. T. S OIL � d T. SOIL- NA .. _ _ 1 , TRUSS BLOCKING DETAIL( DETAIL7 7) SCALE 1 _ - - C3i �- _ ffi Z V• - - *7 _ -P� �2 -- - t� v MT. _, _ #Ki ELLS wl 24 LEGS - - • - • - • ,. :� ., _m _ z .r:---�-,�-=--"_' .: .. m z zm z � ;. :' .:;' au_ - iv o - =a - - , •, ., -. •, - - _ _. 1 T& 1 8 ( ) ( ) 12 IN M ., @ 32 O.C. _ ,II � _ .- - - i _ _ s O �" H Meg _ _ _ " "I - 11 3 CLR. MN. r ° r r 41 ..0 co o r '_ - i r €v -'L`5 io i• r r' r•, - -• b� r 1 L. - , LOCATIONS _ .'` ._ .. ,- _ ..- �I-O :.�_-:. _.-_.'.:•... ..t J r i N4T. SOIL #4(1 )T & 1 N4T S IL #41T&18 - 3CLR.MN. 3"CLR. MIN. ..". ".= .' 12" MIN. - 3" CLR. MIN. » 12 M{P1 CONCRETE » MN• 12 12"MIN. SLAB PER. FNDN PLAN INTERIOR FOOTING SLAB (5) TYP. EXTERIOR FOOTING(4)EXTERIOR GARAGE FOOTING(3)GARAGE SLAB TO DRIVEWAY 2 TYPICAL ANCHOR BOLT (1) NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NOTES: NOTES: NOTES; 1) SLOPE NATIVE OR FILL W ITH A MIN. SLOPE OF 5% FORTE -E FIRST IO FROM EDGE OF F OUNDATION 1} SLL7 PE NATIVE OR FILL WITH A MIN. SLOPE OF 9% FOR THE F RST I O FROM EDGE OF FOUNDATION -; 1) PROVIDE (2) BOLTS MIN. PER PIECE OF SILLPLATE 2)WHERESTEMWALLISATAHEIGHTGREATERTHEN2.6 WITHAMAX.HEIGHTOF4-0USE#4AT " ' " 2}WHERESTEMWALLISATAFEIGHTGREATERTHEN2-6 WITHAMAX.HEIGHTOF4-0 USE #4 AT 1 O TERIOR LOCATIONS WHERE 2)USESAMEbETHODF RIN N A.B. ARE REQUIRED 12' O.C. VERT. AND #4 AT 12" O.Q HOR. 12" O.C. VERT, AND#4 AT 17 O.C. HOR. 312'X12" FOOTINGREQUIREDATABBRACE-PANELLOCATIONSw/2#4BARSTOPANDBOTTOM. ) O 312"X12"FOOTNGREQUIREDATABBRACE-PANEL LOCATIONS w/ #4 BARS OPANDBOTTOM. ) (2} T SEE S2.0 FORAB BRACE -PANEL LOCATIONS. SEE Std} FOR AB BRACE PANEL LOCATIONS FOOTIN G SC HE DU LE PLY AND ROOF RAN DIMENSIONS AXB DEPTH DIAPHRAM EN. PER. F2 2-U'X 2'-0" PER. PLAN PLAN PLYAND ROOF 18" F3 3-0" X 3'-U' DIAPHRAM PER. F3.5 3-6" X 3'-6" 18" PLAN 4-9'X4'-9' 16, EN. P ,, o , - PLAN PRE-ENGINEERED BRACE -WALL TRUSS r) SIMPSON DTCS @EACH PRE-ENGINEERED 0) SIMPSON•m°°o BLOCK - z SCHEDULE o . • TRUSS PLY AND ROOF _ a ° •' ° DIAPHRAM PER. DTC@16 O.C. SOLID • PLAN ' ---- as EAVE BLOCKBLOCKING e% m- _�p0vomm 24 BLOCK @ 16, O.C.�...° o o: .®,. ---_ -------= � EN. PLAN o FOOTIN G SC HE DU LE MARK O RAN DIMENSIONS AXB DEPTH I I HEs F2 2-U'X 2'-0" 18" F2_5 2-6!'X 2'-6' 18" F3 3-0" X 3'-U' 18" F3.5 3-6" X 3'-6" 18" F4.0 4-9'X4'-9' 16, BTWN. TRUSSES R) MIN. AT BRACE ,, t Boa: I I HEs - EN. PER. I TRUSS ERE PANELS ,, o , - '' BRACE -WALL 0) SIMPSON•m°°o - z SCHEDULE o _ - ---__" ------- DTC@16 O.C. SOLID • ' EAVE BLOCKBLOCKING ; _�p0vomm - (3) 16d NAILS R � I ' i - TRUSS. - _ „ ' F,- - -:, -• EACH SIDE i BRACE BLOCK EN. PER. , r I I 1 I -WALL PER. PLAN t � BRACE-WALL I I I PRE-ENGINEEREDSCHEDULE • 2x STUD » I I 1 TRUSS vJ SIMP. Hl C '- r - �! -,! . 0 K o DBL2x i AT 16 O.C. I t 2C t?61 NSTALLED AT -m - -m _ - - - - ; - - m M m � T.P. I I DBL2x TOP PLATE EACHTRUSS , _ T.P. �> .m ,�--'-_��« - a w x I 7 2x STUD AT 16O.C.- _-•-'_L�"= `�.�.' - _,"...r\-- - - - - - 1 2xSTUD- i✓ .- BRACE -WALL \ PER. PLAN 2X STUDREtNFORCEWITN _ , » AT 16 O.C. @ ... #4 6 O.C.E.W. TOP & L30TT. A35 AT; 2-01, O.C. -BRACE-WALL BETWEEN TRUSSES BRACE -WALL LOCATED UNDER TRUSS T CLR • TYPICAL ROOF EAVE DETAIL(8)TCR. DBL TOP PLATE b TO TOP PLATEAT INTERIOR BRACE-WALLS(9)TYP. FOOTING SPREAD(6)TRUSS TRUSS BLOCKING DETAIL( DETAIL7 7) SCALE N O SCALE NO NO SCALE Cl lent Addre ss: " •i• •4 ■ M W Cf N ■� _/� L V� 0 0) 0 T .r Vr 1 ' 0- r 0 Z 0 T U U U Job Site Location: „/,, W 4-a (10 6'_^j V, N TT W V, U r � t� ^ `` W 0 0 0 L 0 \ 0 r� lie U) Project Information: 1 Job Name: CHIP Job#. 1408 kbdei 1192 Date: 5/31/16 Rev #: 00 Authorization By: Sgnatureonty by: Jason Liebgott - LH Designs 891-1889 ALL ID S•DE NS AND PLANS REPRESENTED BY THIS DRAWING ARETH X SNE PROPERTY OF LH DESIGNS AND SHALL NOT BE RE PR UCED WITHOUT PRIOR WRITTEN PERAISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEETOTHER THAN FOR THE PROJECTAPD LOCATION SHOWN IS PROHIBITED. Sheet Title: Details __77T, i i i I I HEs I �I i I I i I p I, i y i I I I I y, _ I i