The URL can be used to link to this page

Home My WebLink AboutB17-0717 040-580-012Butte County Department nfDevelopment Services ��y7[ �-��J�F�� "�"^^°"^" ~~�"~"�^^ 7County Center Drive, O,ovUk\CA 95965 Main Phone Bo.53umoFax 53u.eun35 PLEASE PRINT CLEARLY PROPERTY OVVNEK IN ORMATION' Last Name FiVarne Mailing Address 3-3 il -y-_71 city Mailing Address city Fhonc State 7jP Phone Fax Cell License No. rad cell —77. —cONTRACTOR ARCHITECTIENGINEER Ma;lipr; Address 3311 Vi, z 0 Mailing Address 3-3 il -y-_71 city State city Fhonc Fax zip Phone Ermil Cell License No. Class Cell CA State License No. APPLICANT ARCHITECTIENGINEER Name Mailing Address 3-3 il -y-_71 Mail,ng Address 7&q C city Phone State zip Phone Fax Email Cell CA State License No. VALUATION;,ttfiber value b labor, Incl udfngLiving APPLICANT _PRO�ECT LOCATIONC, IFirst Name 27 Mailing Address 3-3 il -y-_71 -Ci C /4) 7&q C Location must not be in the city limits of Ch�o, Gridley, Oromille or Paradise, Phone Fax Email Cell 'APPJ;GAN];AIGNATURE AND DATE,_' PERMIT NO: FORM NO ) DBP -1 13IN NO: ' *When filed. this application and all supporting material ----n related mthis application issubject topublic inspection anuV1neposted vovthe County's website for electronic access. Revised 7.7O.20I5 page Im/ _PRO�ECT LOCATIONC, 4Z7If hiring other than a licensed contractor, a certificate of workerscompensation must he showi at the time of permit issuanceMailing are Issued by [tie State. Tell staffif Us permit is for a Mobile Home. click zbelow Location must not be in the city limits of Ch�o, Gridley, Oromille or Paradise, Addresscity ' *When filed. this application and all supporting material ----n related mthis application issubject topublic inspection anuV1neposted vovthe County's website for electronic access. Revised 7.7O.20I5 page Im/ Policy NumberCarrier 4Z7If hiring other than a licensed contractor, a certificate of workerscompensation must he showi at the time of permit issuanceMailing are Issued by [tie State. Tell staffif Us permit is for a Mobile Home. click zbelow to see Manufactured HomeARerations and Permit Guidelines aLIs Addresscity State this a Manufactured/Mobile Home (circle one) Yes I NoJoe ' *When filed. this application and all supporting material ----n related mthis application issubject topublic inspection anuV1neposted vovthe County's website for electronic access. Revised 7.7O.20I5 page Im/ Mobile Home permits (other than installation, foundation, utilities & non-attached _Ustruciures) are Issued by [tie State. Tell staffif Us permit is for a Mobile Home. click zbelow to see Manufactured HomeARerations and Permit Guidelines aLIs this a Manufactured/Mobile Home (circle one) Yes I NoJoe VALUATION;,ttfiber value b labor, Incl udfngLiving Area: Garage:pen Area: Covered Area:TOTAL SQ:Structure Built wthout permitsE: Proposed Change afOccupancYlUse - Note previous/curent use below:,Zoning: Flood Zone:I NO 13Co YES NO NPDESSRA: YES E 07Code Ent; YES N70 Q Legal Lot:'Occupancy Type constructionI f Permit Tech, IL ' *When filed. this application and all supporting material ----n related mthis application issubject topublic inspection anuV1neposted vovthe County's website for electronic access. Revised 7.7O.20I5 page Im/ Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director ® ® 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.Iexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-0717 Parcel Number: 040-580-012 Location: 9554 REO CT, DURHAM Owner Name: STAPLES, ROBERT Description: ADD BATHROOM AND WALLS TO DET SHOP Signature of Applicant Date: 4/20/2017 Phone:5305210907 Date: 4/20/2017 WALL CONSTRUCTION TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"." SPACING AND LOCATION Roof 4-8d box (2'/2" x 0.113') or 3-8d common (21/2" x 0.131'x; or Toe nail 1 Blocking between ceiling joists or rafters to top plate 3-10d box (3" x 0.128'); or 3-3"x 0.131"nails 4-8d box (2'/2" x 0.113 "); or 3-8d common (2'/2 x 0.131'x; or per joist, toe nail 2 Ceiling joists to top plate 3-10d box (3" x 0.128'x; or 3-3 " x 0.131 " nails Ceiling joist not attached to parallel rafter, laps over R802.3.1, R802.3.2 and Table 4-1Od box (3" x 0.128'); or 3-16d common (3'/2" x 0.162'); or Face nail 3 partitions [see Sections 4-3 " x 0.131 " nails R802.5.1(9)] Ceiling joist attached to parallel rafter (heel joint) R802.3.2 and Table Table R802.5.1(9) Face nail 4 [see Sections R802,3.1 and R802.5.1(9)] 4-1 Od box (3 " x 0.128'x; or Collar tie to rafter, face nail or 1'/," x 20 ga. ridge strap to " 1A ' , 48"; eu common ' x 0. > >, or ;ace nail each rater rafter 4-3 " x 0.131 " nails 3-16d box nails (3'/2" x 0.135ID; or 3-1 Od common nails (3 " x 0.148'); 2 toe nails on one side and l toe nail on opposite side of each rafter or 6 Rafter or roof truss to plate or 4-10d box (3" x 0.128'D; or truss' 4-3 " x 0.131 " nails 4-16d (3'/2" x 0.135 "); or 3-10d common (3'/2" x 0.148'); or Toe nail 4-1Od box (3" x 0.128'); or Roof rafters to ridge, valley or hip rafters or roof rafter 4-3 " x 0.131 " nails to minimum 2" ridge beam 3-16d box 31/2" x 0.135'x; or 2-16d common (3'/2" x 0.162'); or End nail 3-1 Od box (3 " x 0.128'x; or 3-3"x 0.131"nails Wall 16d common (3'/2" x 0.162') 24" o.c. face nail 8 Stud to stud (not at braced wall panels) lOd box (3" x 0.128"); or 16" o.c. face nail 3"x 0.131"nails 16d box (3'/2" x 0.135'); or 12" o.c. face nail Stud to stud and abutting studs at intersecting wall corners 3" x 0.131 " nails 9 (at braced wall panels) 16d common (3'/2" x 0.162' 16" o.c. face nail 16d common (3'/2"x 0.162') 1.6" o.c. each edge face nail 10 Built-up header (2" to 2" header with '/2" spacer) 16d box (31/2" x 0.135' 12" o.c. each edge face nail 5-8d box (2'/2" x 0.1 l3 "); or Toe nail 11 Continuous header to stud 4-8d common (2'/2" x 0.13 VD; or 4-1Od box (3" x 0.128'D 16d common (3'/2" x 0.162') 16" o.c. face nail 12 Top plate to top plate 1 O box (3" x 0.128'); or 12" o.c. face nail 3" x 0.131 " nails 8-16d common (3 `/2" x 0.162x; or Double top plate splice for SDCs A -DZ with seismic 25' 12-16d box (31/2" x 0.135'x; or l2-lOd box (3" x 0.128'x; or Face nail on each side of end joint 24" lap splice length 13 braced wall line spacing < 12-3" x 0.131" nails (minimum each side of end joint) Double top plate splice SDCs D, Di, or D2; and braced 12-16d (3'/2" x 0.135' wall line spacing >_ 25' (continued) 209 2016 CALIFORNIA RESIDENTIAL CODE WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,` SPACING AND LOCATION 16d common (3'/2" x 0.162') 16" o.c. face nail 14 Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d box (3'/2" x 0.135'x; or " 12" o.c. face nail 3" x 0.131 nails 3-16d box (31/2" x 0.135 "); or 3 each 16" o.c. face nail 15 Bottom plate to joist, rim joist, band joist or 2-16d common (3'/2" x 0.162'); or 2 each 16" o.c. face nail blocking (at braced wall panel) 4-3" x 0.131 " nails 4 each 16" o.c. face nail 4-8d box (2'/2" x 0.113'); or 3-16d box (31/2" x 0.135"); or 4-8d common (21/2" x 0.131'); or Toe nail 4-1Od box (3"x 0.128'x; or 16 Top or bottom plate to stud 4-3 " x 0.131 " nails 3-16d box (3'/2" x 0.135'); or 2-16d common (3'/2" x 0.162'); or End nail 3-10d box (3 " x 0.128'); or 3-3 " x 0.131 " nails 3-1Od box (3" x 0.128'); or 17 Top plates, laps at corners and intersections 2-16d common (3'/2" x 0.162'x; or Face nail 3-3" x 0.131"nails 3-8d box (21/2" x 0.113'); or 2-8d common (2'/2" x 0.131'x; or Face nail 18 1 "brace to each stud and plate 2-1Od box (3"x 0.128'x; or 2 staples 1'/4" 3-8d box (2'/2" x 0.113'); or 2-8d common (2'/2" x 0.131'); or Face nail 19 1 " x 6" sheathing to each bearing 2-10d box (3" x 0.128'x• or 2 staples, I " crown, 16 ga., 1'/4" long 3-8d box (21/2" x 0.113'); or 3-8d common (2'/2" x 0.131'); or 3-10d box (3" x 0.128'); or 3 staples, 1 " crown, 16 ga., 13/4" long 20 1" x 8" and wider sheathing to each bearing Face nail Wider than 1 It x 8" 4-8d box (21/2" x 0.113'); or 3-8d common (2'/Z" x 0.131 '); or 3-IOd box (3" x 0.128'); or 4 staples, I " crown, 16 ga., 13/4" long Floor 4-8d box (2'/2" x 0.113'); or 3-8d common (2'/2" x 0.131'); or Toe nail 21 Joist to sill, top plate or girder 3-10d box (3"x 0.128'); or 3-3 " x 0.131 " nails 8d box (2'/2" x 0.113 ") 4" o.c. toe nail 8d common (2'/2" x 0.131 "); or Rim joist, band joist or blocking to sill or top 22 plate (roof applications also) l Od box (3" x 0.128'); or 6" o.c. toe nail 3 " x 0.131 " nails 3-8d box (2'/2" x 0.113'); or 2-8d common (2'/2" x 0.131'); or Face nail 23 1" x 6" subfloor or less to each joist 3-10d box (3" x 0.128'x; or 2 staples, 1 " crown, 16 ga., 13/4" long (continued) 2016 CALIFORNIA RESIDENTIAL CODE 210 WALL CONSTRUCTION TABLE 602.3(1) FASTENING SCHEDULE—continued ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER b. SPACING AND LOCATION Floor 3-16d box (3'/2" x 0.135 "); or Blind and face nail 24 2" subfloor to joist or girder 2-16d common (3'/2" x 0.162') 25 2" planks (plank & beam—floor & roof) 3-16d box (31/2" x 0.135'); or 2-16d common (31/," x 0.162") At each bearing face nail b' 3-16d common (3'/2" x 0.162") 4-10 box (3"x 0.128"), or End nail 26 Band or rim joist to joist 4-3" x 0.131"nails; or 4-3"x 14 ga. staples, '/16" crown Nail each layer as follows: 32" o.c. 20d common (4" x 0. 192"); or at top and bottom and staggered. I Od box (3 " x 0.128 "); or 24" o.c. face nail at top and bottom Built-up girders and beams, 2 -inch lumber 3 " x 0.131 " nails staggered on opposite sides And: 27 layers 2-20d common (4" x 0.192'); or Face nail at ends and at each splice 3-10d box (3" x 0.128'); or 3-3" x n 131 "nails 4-16d box (3'/2" x 0.135 "); or 3-16d common (3'/2" x 0.162'); or At each joist or rafter, face nail 28 Ledger strip supporting joists or rafters 4-1Od box (3" x 0.128'); or 4-3"x 0.131 "nails Bridging to joist 2-1 Od (3"x 0.128') Each end, toe nail 29 SPACING OF FASTENERS Edges b (inches) Intermediate supports" ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER ° b,` (inches) Wood structural panels, subfloor, roof and [see Table R602.3(3) for wood interior wall sheathing to framing and particleboard structural panel exterior wall sheathing to wall framing] wall sheathing to framing 6d common (2" x 0.113') nail (subfloor, wall)' 6 12f 3/8" –'/2" 8d common (21/2" x 0.131 ') nail (roof) F31 19/32" –8d common nail (21/2" x 0.131') 6 12' l Od common (3 " x 0.148') nail; or 6 12 1'/8"-1'/4" 8d (2'/2" x 0.131') deformed nail Other wall sheathing° structural cellulosic fiberboard 1'/2" galvanized roofing nail,'/16" head "crown 16 11/4" long 3 6 332 sheathing diameter, or 1 staple ga., 34 25/32„ structural cellulosic 13/4" galvanized roofing nail, '/16" head diameter, or 1 " crown staple 16 ga., 1'/4" long 3 6 fiberboard sheathing 11/2" galvanized roofing nail; staple galvanized, 7 7 35 '/2" gypsum sheathing' 1'/2" long; 1'/4" screws, Type W or S 13/4" galvanized roofing nail; staple galvanized, 7 7 36 5/8" gypsum sheathing 15/8" long; 15/8" screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 6d deformed (2" x 0.120') nail; or 6 12 37 3/4" and less 8d common (2'/2" x 0.131') nail 8d common (2'/2" x 0.131 ") nail; or 6 12 38 '/8" –1" 8d deformed (2'/2" x 0.120') nail —I- 1 Od common (3"x 0.148") nail; or 6 12 39 11/8"-11/4" 8d deformed (21/2" x 0.120') nail For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. (continued) 211 2016 CALIFORNIA RESIDENTIAL CODE WALL CONSTRUCTION TABLE R602.3(1) --continued SCHEDULE-___.._ _ a. Nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/ 6 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot by 8 -foot or 4 -foot by 9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. I. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. TABLE R602.3.2 SINGLE TOP -PLATE SPLICE CONNECTION DETAILS For SL• 1 inch = 25.4 mm, 1 foot = 304.8 mm. 212 2016 CALIFORNIA RESIDENTIAL CODE TOP -PLATE SPLICE LOCATION CONDITION Corners and intersecting walls Butt Joints In straight walls Splice plate size Minimum nails each side of Joint Splice plate size Minimum nails each side of joint Structures in SDC A -C; and in SDC 3" x 6" x 0.036" 6 8d box. 3' x 12" x 0.036" Do, D1 and DZ with braced wall line galvanized steel plate (2'/Z"() x0.113") nails galvanized steel plate (21/2(lx 0.113) nails spacing less than 25 feet or equivalent or equivalent Structures in SDC Do, D1 and DZ, 3" x 8" by 0.036" (9) 8d box 3' x 16" x 0.036" (18) 8d box with braced wall lines orcin p g galvanized steel late g p (2 � x 0.113")nails galvanized steel late g p t (2 /z x 0.113) nails greater than or equal to 25 feet or equivalent z or equivalent For SL• 1 inch = 25.4 mm, 1 foot = 304.8 mm. 212 2016 CALIFORNIA RESIDENTIAL CODE R702.3.2 Wood framing. Wood framing supporting gyp- sum board and gypsum panel products shall be not less than 2 inches (51 mm) nominal thickness in the least dimension except that wood furring strips not less than 1 -inch by 2 - inch (25 mm by 51 mm) nominal dimension shall be permit- ted to be used over solid backing or framing spaced not more than 24 inches (610 mm) on center. R702.3.3 Cold -formed steel framing. Cold -formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1'/4 inches (32 mm) WALL COVERING wide in the least dimension. Nonload-bearing cold - formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load-bearing cold -formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. R702.3.4 Insulating concrete form walls. Foam plastics for insulating concrete form walls constructed in accor- dance with Sections R404.1.2 and R608 on the interior of habitable spaces shall be protected in accordance with Section R316.4. Use of adhesives in conjunction with TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND r;vaStIRA onnrMl oonn THICKNESS OF GYPSUM BOARD OR GYPSUM PANEL P (nc es) OF APPLICATION ORIENTATION OF GYPSUM BOARD OR GYPSUM PANEL PRODUCTS TO FRAMING MAXIMUM SPACING OF FRAMING MEMBERS (inches o.c.) MAXIMUM SPACING OF FASTENERS (inches) SIZE OF NAILS FOR APPLICATION TO WOOD FRAMING' Nails' Screws , Application without adhesive 3/8 Ceiling' Perpendicular 16 7 12 13 gage, 1'/4' long, '9/� ' head; 0.098" diameter, 11/;' long, annular -ringed; or 4d cooler nail, 0.080" diameter, 1'/8" long, x/32' head. Wall Either direction 16 8 16 Ceiling Either direction 16 7 12 /2 13 gage, 13/8" long, 191by' head; 0.098" diameter, ] `/4' long, annular -ringed; 5d cooler nail, 0.086" diameter, 1%" long, "1,,4" head; or gypsum board nail, 0.086" diameter, 1 5/elong, 9/32" head. Ceiling'' Perpendicular 24 7 12 Wall Wall Either direction Either direction 24 16 8 8 12 16 Ceiling Either direction 16 7 12 13 gage, V/1" long, '9/64' head; 0.098" diameter, 13/8" long, annular -ringed; 6d cooler nail, 0.092" diameter, 1'/e" Ion-, '/," head; or gypsum board nail, 0.0915" diameter, 1 /e g long, /64 head. Ceiling Perpendicular 24 7 12 Type X at 5/e garage ceiling beneath habitable rooms perpendicular 24 6 6 1'/8 "long 6d coated nails or equivalent drywall screws. Screws shall comply with Section R702.3.5.1 Wall Either direction 24 8 12 13 gage, 1'/," long, 191,4" head; 0.098" diameter, I'/," long, annular -ringed; 6d cooler nail, 0.092" diameter, 17/8" long, '/4' head; or gypsum board nail, 0.0915" diameter, 17/e" long, 19/x" head. Wall Either direction 16 g 16 Application with adhesive 3/e Ceiling" Perpendicular 16 16 16 Same as above for 3/," gypsum board and gypsum panel products. Wall Either direction 16 16 24 Ceiling Either direction 16 16 -16 '/z or/, Same as above for'/2" and 5/e" gypsum board and gypsum panel products, respectively. Ceiling' Perpendicular 24 12 16 Wall Either direction 24 16 24 Two 3/$layers n Ceiling Perpendicular 16 16 16 Base ply nailed as above for '/2" gypsum board and gypsum panel products; face ply installed with adhesive. Walt Either direction 24 24 24 + O vl. 1 111(;11 = 1J.4 film. a. For application without adhesive, a pair of nails spaced not less than 2 inches apart or more than 2'/2 inches apart shall be permitted to be used with the pair of nails spaced 12 inches on center. b. Screws shall be in accordance with Section R702.3.6. Screws for attaching gypsum board or gypsum panel products to structural insulated panels shall penetrate the wood structural panel facing not less than'/16 inch. c. Where cold -formed steel framing is used with a clinching design to receive nails by two edges of metal, the nails shall be not less than 5/8 inch longer than the gypsum board or gypsum panel product thickness and shall have ringed shanks. Where the cold -formed steel framing has a nailing groove formed to receive the nails, the nails shall have barbed shanks or be 5d, 13'/2 gage, 15/, inches long, 15/64 inch head for'/2 inch gypsum board or gypsum panel product; and 6d, 13 gage, I'/8 inches long, 15/64inch head for/, -inch gypsum board or gypsum panel product. d. Three -eighths -inch -thick single -ply gypsum board or gypsum panel product shall not be used on a ceiling where a water-based textured finish is to be applied, or where it will be required to support insulation above a ceiling. On ceiling applications to receive a water-based texture material, either hand or spray applied, the gypsum board or gypsum panel product shall be applied perpendicular to framing. Where applying a water-based texture material, the minimum gypsum board thickness shall be increased from'/8 inch to'/2 inch for 16 -inch on center framing, and from '/2 inch to 5/e inch for 24 -inch on center framing or '/2 -inch sag -resistant gypsum ceiling board shall be used. 2016 CALIFORNIA RESIDENTIAL CODE 397 BUTTE COUNTY 2 0 2017 'LOPAIENT SERVICES � 17-0717 L -D A -T 1_.r�s�c� --il0 cll/� CIL, PK -A ,)D C,6 " r) 6 "r0 & )< I s -r ) 4) 6 02 AD -P fZ6n m/ + 7 Or t) fj Av6q c —/j (Z-) 6 -,12 A I)r-- 2-, y t �� a%per I t S I r. P v 1 ua4.- ez PERMIT # 81LITTE COUNTY DEVELOPMENT SERVICES REVIEWED OCODECOMPLICE DATE -BY 1 w� ( > D8L DOZ' P-S r0, i haust fan shall be controlled ontrol capable of adjustment e humidity range of 50% to ' Section 4..506 Atd F _70'.�..� r✓ _N� s� y Mi Pf 0 �l4 1 Zo-po 0 V f 7 �L.01 11;:T ' ALL ai1PC) g,EC:_FPT)<, LG5 T6 ,L (,v i , `+ Y 0 » y r�� ` ♦ Mie ♦.b .. � Attic ventilation shall comply with 2,M CRC Section R806 Attic access shall comply with 2016,CRC Section R806 Minimum dimensions of 22'x30" with unobstructed clearance from floor to 30" above bottom of ceiling Framing members in readily accessible location .'C G'l CCS Jt' 14, Gv��5 pI Z7) 10' �/ s / �-�" �+iw L-, _57e...', t I ♦�c�s-T { 1 ! o' li J 66 0.J �• i 4 PE # ....�,UT TE -COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY -- DA TE Pti_,C, a �r�N aV0M X, itnt,,s-P--r +kA2r-.v i er r j 1 LO "bi 'a