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HomeMy WebLinkAboutB17-0058 042-670-005CAkV MOUNT 830 b-io0c)HOUNT C ,pi ICOM CA, 'T�2,6 SCOPE O� W0QK ), S14()P COUST EVC -Q00 2, vs cojiuE-A)FIAL W000 r-t,?A"lk)C-r y, SNOP PLAIJ LABOUT A, 4 L L P4,4,0 6 OAJ A P oq2- g 10 -oos, t- 13MFI COUNTY MAR 2 7 2017 DEVELOPMENT SERVICES U -j C.S-1 - 3AC�Ef-1ak)TO -- --- ------- -- -- -- BUTTE COUNTY MAR 2 7 2017 DEVELOPMENT SERVICES 244`a*", PLA 11 `� BUTTE COUNTY LIAR 2 7 2017 DEVELOPMENT SERVICES of °'3 ✓F " O 7A) — G BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: 123-45-67 Owner Name: John B Building Permit #, Submit completed form in person or by mail or fax to: Butte County Development Services -Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address: 20 Esplanade, Chico Owner Phone: (S 2,C) CP6 F, 3 cf.q 3 Jobsite Address: 50 Diversion Way Oroville Project Sq. Ft.: 10,001 Project Type: ❑ Construction ❑ Demolition Jobsite Contact: B.Z. Beaver Company: Fingertight Construction Jobsite Phone: Brief description of project: Warehouse, office, parking area for distribution company By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: n p (Owner /Contractor) Signature: l �,� e, M � _ Date: Circle / 2 MATERIAL 1 Reuse- Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (concrete, asphalt) x x Will crush most concrete on site and use as base. Remaining inert to Neal Road for recycle Lumber x ABC Disposal and Recycling Co Plant/Tree Debris x City of Oroville Compost Facility Dry Wall x ABC Disposal and Recycling Co Metal x Butte County Scrap Metal Cc Cardboard x ABC Disposal and Recycling Co Other: Mixed Debris x ABC Disposal and Recycling Co Other: Office waste x ABC Disposal and Recycling Co Recovery Plan approved: Date: (Plans Examiner) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.Recycle Butte. net. DFk'T,MPN7 Y.IT SIRvi CrS BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: Owner Name Owner Mailing Address: Jobsite Address: Jobsite Contact: Brief description of project: Building Permit # Company: Owner Phone: Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Project Sq. Ft.: Project Type: ❑ Construction ❑ Demolition Jobsite Phone: By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner/ Contractor) Signature: /('irrlol (2) Date: MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (concrete, asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other: Recovery Plan approved: Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. DEMOPMENT SERVICES 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301.1.1) ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC 4.201.1. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 psi. Checklists\Green Building Page 1 of 3 02/10/2017 Checklists\Green Building Page 2 of 3 02/10/2017 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: 123-45-67 Building Permit # Owner Name: John Bidwell Submit completed form in person or by mail or fax to: Butte County Development Services -Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Mailing Address:_20 Esplanade Chico Owner Phone: CPQ, 1� _ I cf-G � Jobsite Address: 50 Diversion Way Oroville Project Sq. Ft.: 10.001 Project Type: ❑ Construction ❑ Demolition Jobsite Contact: B.Z. Beaver Company: Fingertight Construction Jobsite Phone: (_ ) Brief description of project: Warehouse, office, oarkinq area for distribution company By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner/ Contractor) Signature (Circle) MATERIAL (1) Inert Material (concrete, asphalt Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Mixed Debris Other: Office waste Recovery Plan approved: 2 Date: Reuse- Recycle Dispose FACILITIEWSERVICE PROVIDERS TO BE USED 3 x x Will crush most concrete on site and use as base. Remaining inert to Neal Road for recycle x ABC Disposal and Recycling Co x City of Oroville Compost Facility x ABC Disposal and Recycling Co x Butte County Scrap Metal Co xABC Disposal and Recycling Co x ABC Disposal and Recycling Co x ABC Disposal and Recycling Cc Date: (Plans Examiner) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte net. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: Owner Name: Owner Mailing Address:_ Jobsite Address: Jobsite Contact: Brief description of project: Building Permit #. Company: Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 Owner Phone: ( ) Project Sq. Ft.: Project Type: Cl Construction ❑ Demolition Jobsite Phone: By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s) and/or penalties. Applicant: (Owner/ Contractor) Signature: Date: (Circle) (2) MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (concrete, asphalt) Lumber Plant/Tree Debris Dry Wall Metal Cardboard Other: Other: Recovery Plan approved: Date: (Building Division) Please refer to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. DEVELOPMENT S$RViCES REVISIONS BY �.J -j ..ter i z� (j. r. r.. i` r, lsf �i Date/,_'� - 2 P Drawn Job Sheet Of 7 Sheets WALL CONSTRUCTION TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTSOF NUMBER AND TYPE FASTENER",0 __F­SP ACING AND LOCATION Roof Blind and face nail 16d common (3'/2" x 0.162'1 4-8d box (2'/2" x 0.113') or 14 1 Blocking between ceiling joists or rafters to top plate 3-8d common (2'/2" x 0.131'x; or Toe nail 3 x 12 x 0.036 3 " x 0.131 " nails 3-IOd box (3" x 0.128'); or 4-10 box (3"x 0.128'), or4-3"x Bottom plate to joist, rim joist, band joist or 3-16d box (3'/2" x10.135'); or 3-3"x 0.131"nails 15 blocking (at braced wall panel) 2-16d common (3'/," x 0.162'); or 4-8d box (2'/2" x 0.113'1; or 4-3" x 14 ga. staples,'/16" crown 2 Ceiling joists to top plate 3-8d common (2'/2" x 0.131'); or Per joist, toe nail Nail each layer as follows: 32" o.c. 4-8d box (2'/2" x 0.113'); or 3-1Od box (3" x 0.128'); or (21/Z' x 0.113") nails at top and bottom and staggered. 3-16d box (3'/2" x 0.135 "); or 3-3 " x 0.131 " nails 1 O box (3"x 0.128'); or 24" o.c. face nail at top and bottom Ceiling joist not attached to parallel rafter, laps over 4-1Od box (3"x 0.128'); or 3 " x 0.131 " nails 3 partitions [see Sections R802.3.1, R802.3.2 and Table 3-16d common (3'/2" x 0.162'); or Face nail Top or bottom plate to stud R802.5.1(9)] 4-3" x 0.131 " nails 2-20d common (4" x 0.192'); or Face nail at ends and at each splice Ceiling joist attached to parallel rafter (heel joint) 3-1Od box (3" x 0.128'); or 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail R802.5.1(9)] 4-16d box (3'/2" x 0.135'); or Collar tie to rafter, face nail or 1'/4" x 20 ga. ridge strap to 4-1Od box (3" x 0.128'); or 3-16d common (3'/2" x 0.162'); or 4-1Od box (3 x 0.128 ), or 5 rafter 3-1Od common (3" x 0.148"); or Face nail each rafter Top plates, laps at corners and intersections 2-16d common (31/2" x 0.162'); or 4-3 " x 0.131 " nails 2-10d (3" x 0.128') Each end, toe nail 3-3"x 0.131"nails 3-8d box (2'/2" x 0.113'); or 3-16d box nails (3'/2" x 0.135'); or SPACING OF FASTENERS ITEM 3-10d common nails (3" x 0.148'D; 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate or on opposite side of each rafter or 2-10d box (3" x 0.128'); or (inches) 4-10d box (3"x 0.128'); or truss` 2 staples 13/4" 30 3/ "-'/ 4-3 " x 0.131 " nails s 2„ 3-8d box (2'/2" x 0.113'); or 31 19/32- 1 ,, 4-16d (3'/2" x 0.135'); or 1 " x 6" sheathing to each bearing 2-8d common (2'/2" x 0.131'); or Face nail 3-10d common (3'/2" x 0.148'); or Other wall sheathingo 2-10d box (3',x 0.128'); or 2" structural cellulosic fiberboard 4-10d box (3"x 0.128'); or Toe nail 7 Roof rafters to ridge, valley or hip rafters or roof rafter 4-3" x 0.131"nails diameter, or 1"crown staple 16 ga., 1'/4" long 3-16d box 3'/2" x 0.135'x; or 34 to nunimum 2" ridge beam 3-8d common (21/2" x 0.131'); or 2-16d common (31/2" x 0.162'); or 3-1Od box (3"x 0.128'); or diameter, or 1"crown staple 16 ga., 1'/4" long 3-10d box (3"x 0.128'); or End nail 3..staples, 1"crown, 16 ga., 13/4" long 1/2" gypsum sheathin 3-3"x 0.131"nails 1 " x 8" and wider sheathing to each bearing Wall Wider than 1 " x 8" 16d common (3'/2" x 0.162' 24 o.c. face nail 8 Stud to stud (not at braced wall panels) IOd box (3" x 0.128'); or 3-8d common (2'/2" x 0.131'); or 7 7 3 " x Q.131 " nails 16" ole. face nail � Stud to stud and abutting studs at intersecting wall corners 1 16d box (3/2" x 0.135'); or 3" x 0.131" nails. 12" o.c. face nail 37 (at braced wall panels) 16d common (3'/2" x 0.162') 16" o.c. face nail 4-8d bolt (21/2" x 0.113'); or 1 O „ t „ Built-up header (2 to 2 header with /2 spacer) 16d common (3'/2" x 0.162' 16" o.c. each edge face nail 16d box (3'/2" x 0.135') 12" o.c. each edge face nail 3-10d box (3"x 0.128'); or 6 12 5-8d box (2'/2" x 0.113'); or 8d deformed (21/2" x 0.120") nail 11 Continuous header to stud 4-8d common (2'/2" x 0.131'); or Toe nail 22 Rim joist, band joist or blocking to sill or top 4-IOd box (3"x 0.128') plate (roof applications also) 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 " 3 " x 0.131 " nails 12" o.c. face nail 23 1"x 6" subfloor or less to each joist 8-16d common (31/2" x 0.162'); or Face nail Double top plate splice for SDCs A -D, with seismic 12-16d box (31/2" x 0.135'); or braced wall line spacing < 25' 12-10d box (3" x 0.128'); or Face nail on each side of end joint 13 12-3 " x 0.131 " nails (minimum 24" lap splice length each side of end joint) Double top plate splice SDCs Do, Di, or D2; and braced 12-16d (3'/2" x 0.135' wall line spacing Z25' WALL CONSTRUCTION (continued) TABLE R602.3(1) -continued FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'.0.` SPACING AND LOCATION 3-16d box (31/2" x10.135"); or 2-16d common (3'/, x 0.162') Blind and face nail 16d common (3'/2" x 0.162'1 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'); or 12" o.c. face nail 3-16d common (3'/2" x 0.162') 3 x 12 x 0.036 3 " x 0.131 " nails Band or rim joist to joist 4-10 box (3"x 0.128'), or4-3"x Bottom plate to joist, rim joist, band joist or 3-16d box (3'/2" x10.135'); or 3 each 16" o.c. face nail 15 blocking (at braced wall panel) 2-16d common (3'/," x 0.162'); or 2 each 16" o.c. face nail 4-3" x 14 ga. staples,'/16" crown Stractuies in SDC Do, D, and D21 4-3"x 0.131"nails 4 each 16" o.c. face nail 20d common (4".x 0.192"); or Nail each layer as follows: 32" o.c. 4-8d box (2'/2" x 0.113'); or galvanized steel late g" P (21/Z' x 0.113") nails at top and bottom and staggered. 3-16d box (3'/2" x 0.135 "); or 4 greater than or equal to 25 feel 1 O box (3"x 0.128'); or 24" o.c. face nail at top and bottom 4-8d common (2'/2" x 0.131'); or Toe nail 3 " x 0.131 " nails staggered on opposite sides 4-1Od box (3"x 0.128'); or layers 16 Top or bottom plate to stud 4-3"x 0.131"nails 2-20d common (4" x 0.192'); or Face nail at ends and at each splice 3-16d box (3'/2" x 0.135'D; or 3-1Od box (3" x 0.128'); or 2-16d common (3'/2" x 0.162'); or End nail 3-3 " x 0.131 "nails 3-1Od box (3" x 0.128'); or 4-16d box (3'/2" x 0.135'); or 3-3"x 0.131"nails Ledger strip supporting joists or rafters 3-16d common (3'/2" x 0.162'); or 4-1Od box (3 x 0.128 ), or At each joist oist or rafter, face nail 340d box (3 x 0.128'); or 17 Top plates, laps at corners and intersections 2-16d common (31/2" x 0.162'); or Face nail 2-10d (3" x 0.128') Each end, toe nail 3-3"x 0.131"nails 3-8d box (2'/2" x 0.113'); or SPACING OF FASTENERS ITEM 18 -1"brace- to each stud and plate __... _ 2-8d common (2'/2" x 0.131'); or Face nail 2-10d box (3" x 0.128'); or (inches) (inches) Wood structural panels, subfloor, roof and Interior wall. sheathing to framing and particleboard wall sheathing to framing 2 staples 13/4" 30 3/ "-'/ 6d common (2" x 0.113'D nail (subfloor, wall)' 6 12! s 2„ 3-8d box (2'/2" x 0.113'); or 31 19/32- 1 ,, 19 1 " x 6" sheathing to each bearing 2-8d common (2'/2" x 0.131'); or Face nail 8d (2'/2" x 0.131') deformed nail Other wall sheathingo 2-10d box (3',x 0.128'); or 2" structural cellulosic fiberboard 11/2" galvanized roofing nail, head head 3 2, staples,, l " crown, 16 ga., 13/4" long sheathing diameter, or 1"crown staple 16 ga., 1'/4" long 3-8d box (2'/2" x 0.113'); or 34 25 /32 structural cellulosic 3-8d common (21/2" x 0.131'); or 3-1Od box (3"x 0.128'); or diameter, or 1"crown staple 16 ga., 1'/4" long 3 6 3..staples, 1"crown, 16 ga., 13/4" long 1/2" gypsum sheathin 20 1 " x 8" and wider sheathing to each bearing Face nail Wider than 1 " x 8" 11/, long; 1 /4' screws, Type W or S 4-8d box (2'/2" x 0.113'); or 36 s/8" gypsum sheathing ° 3-8d common (2'/2" x 0.131'); or 7 7 340d box Q3 .x 0.128'x; or ll/ 8 long; 1% screws, Type W or S 4 staples, 1"crown, 16 ga., 13/4" long 37 Floor 6d deformed (2" x 0.120') nail; or 6 4-8d bolt (21/2" x 0.113'); or 21 Joist to sill, top plate or girder 3-8d common (2'/2" x 0.131'); or Toe nail 38 7/8,,_ 1' 3-10d box (3"x 0.128'); or 6 12 3-3"x 0.131"nails 8d deformed (21/2" x 0.120") nail 8d box"(2'/2" x 0.113') 4" o.c. toe nail 22 Rim joist, band joist or blocking to sill or top 8d common; (21/2" x 0.131'); or plate (roof applications also) 1 O box (3" x 0.128'D; or 6" o.c. toe nail 3"x 0.131"nails " 3-8d box (2'/2" x 0.113'D; or 23 1"x 6" subfloor or less to each joist 2-8d common (2'/2" x 0.131'); or Face nail 3-10d box (3"x 0.128'); or 2 staples, I"crown, 16 ga., 13/4" long 210 24 x as CLEArd aw» (continued) 2016 CALIFORNIA RESIDENTIAL CODE WALL CONSTRUCTION TABLE 602.3(1) FASTENING SCHEDULE -.continued ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'' ` SPACING AND LOCATION Floor 24 2" subfloor to joist or girder 3-16d box (31/2" x10.135"); or 2-16d common (3'/, x 0.162') Blind and face nail 25 2" planks (plank & beam -floor & roof) - 3-16d box (3'/2" x10.135 "); or 2-16d common (3'/, x 0.162") At each bearing, face nail o Structures in SDC A -C; and in SDC 311 x 6 x 0.036 3-16d common (3'/2" x 0.162') 3 x 12 x 0.036 26 Band or rim joist to joist 4-10 box (3"x 0.128'), or4-3"x End nail galvanized steel plate (2'/2" x 0.113") nails 0.131"nails; or or equivalent or equivalent 4-3" x 14 ga. staples,'/16" crown Stractuies in SDC Do, D, and D21 3" x 8" by 0.036" (9) 8d box 20d common (4".x 0.192"); or Nail each layer as follows: 32" o.c. spacing with braced wall lines acing galvanized steel late g" P (21/Z' x 0.113") nails at top and bottom and staggered. (21/2' x 0.113") nails 4 greater than or equal to 25 feel 1 O box (3"x 0.128'); or 24" o.c. face nail at top and bottom 27 Built-up girders and beams, 2 -inch lumber 3 " x 0.131 " nails staggered on opposite sides layers And: 2-20d common (4" x 0.192'); or Face nail at ends and at each splice 3-1Od box (3" x 0.128'); or 3-3 " x 0.131 "nails 4-16d box (3'/2" x 0.135'); or 28 Ledger strip supporting joists or rafters 3-16d common (3'/2" x 0.162'); or 4-1Od box (3 x 0.128 ), or At each joist oist or rafter, face nail 4-3"x 0.131"nails 29 Bridging to joist 2-10d (3" x 0.128') Each end, toe nail SPACING OF FASTENERS ITEM DESCRiPTiON OF BUILDING ELEMENTS NUMBER ANDIntermediate TYPE OF FASTENER" 0.` Edges n supports`• (inches) (inches) Wood structural panels, subfloor, roof and Interior wall. sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exteriorwall sheathing to wall framing] 30 3/ "-'/ 6d common (2" x 0.113'D nail (subfloor, wall)' 6 12! s 2„ 8d common (2'/2" x 0.131') nail (roof) 31 19/32- 1 ,, 8d common nail (2'/2" x 0.131') 6 12' 32 1'/ "-1'/ " IOd common (3' x 0.148' nail; or 6 12 s a 8d (2'/2" x 0.131') deformed nail Other wall sheathingo 33 2" structural cellulosic fiberboard 11/2" galvanized roofing nail, head head 3 6 sheathing diameter, or 1"crown staple 16 ga., 1'/4" long 34 25 /32 structural cellulosic 13/4" galvanized roofing nail,'/16"head fiberboard sheathing diameter, or 1"crown staple 16 ga., 1'/4" long 3 6 35 1/2" gypsum sheathin 1'/," galvanized roofing nail; staple galvanized, 7 7 11/, long; 1 /4' screws, Type W or S 36 s/8" gypsum sheathing ° 1/4° galvanized roofing nail; staple galvanized, 7 7 ll/ 8 long; 1% screws, Type W or S Wood structural panels, combination subfloor underiayment to framing 37 3/4"and less 6d deformed (2" x 0.120') nail; or 6 12 8d common (2'/2" x 0.131') nail 38 7/8,,_ 1' 8d common (21/2" x 0.131') nail; or 6 12 8d deformed (21/2" x 0.120") nail 39 1'/4" 1 O common (3" x 0.148" ) nail; or 6 12 8d deformed (21/2" x 0.120") nail For SI: 1 inch = 25.4 nun, 1 foot = 304.8 nun, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. WALL CONSTRUCTION TABLE R602.3(i)-continued FASTENING 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 '/,Cinch 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 veaically. 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 wail 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. L 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 rails 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 8602.3.2 SINGLE TOP -PLATE, SPLICE CONNECTION DETAILS For SI: 1 itch = 25.4 mm, 1 foot = 304.8 mm. 212 t 2016 CALIFORNIA RESIDENTIAL CODE cr�vtt.��i t t,�;,.1Lnr�• A. 2016Cafif. Residential Code -- B. 2016 Calif. Building Code. (structural only) C. 2016 Calif. Mechanical Code. D. 2016 Calif. Plumbing Coda E. 2016 Calif. Electrical Code. E. 2016 California Energy Code (2016 Building Energy Efficiency Standards) E 2016 Califolvia Green Pudding Standards Code. .EHAh1T BUTTE COUNT/ DEVELOPMENT SERVICES REVIEWED FOR cODE COMPLIANCE 14w_-1.1 `� CAT BUTTE COUNTY MAR 2 7 2017 DEV111,taPIMENT ShI2Vt�� ` REVISIONS BY Date Scale Drawn Job Sheet Of Sheets 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 311 x 6 x 0.036 (6) 8d box 3 x 12 x 0.036 (12) 8d box Do, D, and D2 with braced wall line galvanized steel plate (2'/2' x 0.113") nails galvanized steel plate (2'/2" x 0.113") nails spacing less than 25 feet or equivalent or equivalent Stractuies in SDC Do, D, and D21 3" x 8" by 0.036" (9) 8d box 3' x 16" x 0:036" (18) 8d box spacing with braced wall lines acing galvanized steel late g" P (21/Z' x 0.113") nails galvanized steel plate (21/2' x 0.113") nails 4 greater than or equal to 25 feel or equivalent or equivalent For SI: 1 itch = 25.4 mm, 1 foot = 304.8 mm. 212 t 2016 CALIFORNIA RESIDENTIAL CODE cr�vtt.��i t t,�;,.1Lnr�• A. 2016Cafif. Residential Code -- B. 2016 Calif. Building Code. (structural only) C. 2016 Calif. Mechanical Code. D. 2016 Calif. Plumbing Coda E. 2016 Calif. Electrical Code. E. 2016 California Energy Code (2016 Building Energy Efficiency Standards) E 2016 Califolvia Green Pudding Standards Code. .EHAh1T BUTTE COUNT/ DEVELOPMENT SERVICES REVIEWED FOR cODE COMPLIANCE 14w_-1.1 `� CAT BUTTE COUNTY MAR 2 7 2017 DEV111,taPIMENT ShI2Vt�� ` REVISIONS BY Date Scale Drawn Job Sheet Of Sheets II :VISIONS I BY a Date Scale Drawn Doti Sheol Of Sheets