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HomeMy WebLinkAboutB14-1745 065-510-071SHEET INDEX• COVER SHEET C5 - ELEVATIONS Al FOUNDATION, ELECTRICAL, FLOOR PLAN I SECTIONS $ ROOF PLAN 2 GALGREEN NOTES G01 GENERAL NOTES 51-51.I DETAILS 52 14EW SHOP 1008 SOFT ZONE: TMEMP SCOPE: CONSTRUCTION OF A NEW SHOP ON SLAB Q , r ,•�.. _ 10 FOOTINCc ADJACENT 25' REMOVED FROM THE Q► r • - •-irS EXISTING HOU5E TO THE NORTH • •' r ... _ 4 - 2013 GBG, 2013 CRC, 2013 GEC, , k� -' r ,�' ' \% DE51 GN GORES iL- ,' • ,� .• .' ... - ... _ . -*-*t______-_-._ . ... 2013 CFO, 2013 CMG, 2013 CPG, 201 • •, ,,,:' " - _ _ - ,_ - - • - GA GREEN BUILDING 5TANDARD5 0 I " • -'. r r^•. CODE, 2013 GA ENER6Y GODS '� i ,' . .• �� — IMD�a+M►y :Mar �ICellltylinn !j at ` .... ... .. __... _ .? ...... ,� 0' Non-Evdaniw Fvbl c y / , . ////// Eonmont for k"s and thr Pub* MOO" • ♦t: ' • • - - / •, 3 '» ' Setb� .int ' x Imp— .p- J' See attached- Minimum erosion control and / ,/ ,' ; ' :��• /' •' t 1 �� sediment controls for projects disturbing less 4O �,. •^"' than one acre ^'..✓• _ - • /' •/ , • �/ ' / r ' - 065 510 07 V 000 .0061 Al4 1u351 W CAeSIM ,► _ g x 3� tib' + +'' 1W M AGALI A , CA am porren ' ! , • '' .7 " t -,/.• r , ` - a.w Wit. !1 ►fir; V . . � ; g�� I ,,. „� 1 •� . • �"' � .� onIV � CIOVNW [Remove vegetation and debris from tinder �. "' _..••' -t� � f ~�i•.� I i�L� AUG 15 2016 CA �• and away from structure. Maintain f` mid clearance for a fire safe environment' f r� '• /Y KEEP CALIFORNIA GREENSCALE:i �b .. 0 DEVELOPMEW PREVENT WILDFIRES IN BUTTE COUNTY! / SERVICES 0-1 065-510-070 PERMIT# f21,4-'� 6_ BUTTE COUNTY DEVELOP ENT SERVICES REVIEWED FOR CO^ E iIPLIANE �� DATE \400000000,BY_L7 .. .. .....`. fi . . fir ..-. •.-. - -. ..,... . .^.. ..1. ...`.. .`....• ".. 475' �� - SIDE ELEVATION 1/411=11-011 /411=11-O11 s 1 DE ELEVATION 11411=10-1011 /411=11-1011 r /1A IT MIY'1/'_I-- \ /=$. 1-r F=RONT ELEVATION 1/411=11-011 PER. ITe? 147. 12 `t "J BUTTE CO! 1NTv OFVF nop,�Er,T SERVICES ��I VVE I CO f-%f-%MPLlANCE DATE BY Y 5AG< ELEVATION 1/411=11-011 RANCHO ENGINEERING INC. DOES NOT REPRESENT THAT THESE PLANS OR ANY SPECIFICATIONS IN CONNECTION THEREWITH ARE SUITABLE WHETHER OR NOT MODIFIED, FOR ANY OTHER SITE THAN THE ONE ELEVATIONS FOR WHICH THEY WERE SPECIFICALLY PREPARED. RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPEC I F I CATI ONS IF THEY ARE USED WHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL AOENCIES � �: osf�a i� CF CA�� RANCHO ENO. JOB: 16-106(o) DRAWN BY: Ri=P GKD.BI': JFH DATE: 0-1/25/16 REVISION: O DRANINO NUMBER O 1 "` ' O w tt O z_ ' I ' O 1 1 1 V ' w u 1-1 CIL � �: osf�a i� CF CA�� RANCHO ENO. JOB: 16-106(o) DRAWN BY: Ri=P GKD.BI': JFH DATE: 0-1/25/16 REVISION: O DRANINO NUMBER V ' w u 1-1 'N 7� w j WOL O O lu r'- d) r ■ L I d) OL O X tLL lf� � �: osf�a i� CF CA�� RANCHO ENO. JOB: 16-106(o) DRAWN BY: Ri=P GKD.BI': JFH DATE: 0-1/25/16 REVISION: O DRANINO NUMBER i N 20 -0. O~ rJ,rBZ� tip JJ• B? . © SS _. .._ ..� II II 1 Surface Drainage shall comply with 2013 CRC section R401.3 minimum 5% (6 inches" in 10 feet) slope away from Ifoundation walls j ( I I 1 11 M 51A8 Mt A PfA 600. � f G MIL V6 C W- B01�,�, ��. I w/?3Qla Y Y I I � Comply with Butte County Fire Department I ( W %'0 & CalFire requirements. Prior to Building Division final inspection, �TF contact Butte County Fire for inspection (530) 538-7888 I l2�W�D6 I iy' Lr.�t bRd r Ali 4WT• I ' F ODTt I�I6 T9.ZiV 1AU '�-4AtL Y7E. C e'w ANT) Dim -1 �R � � Ftp GRA I MoMOM ?LAW Efts! TR 11 =1— 0 EFFENCINCY LIGHTING (perm. Installed luminaries): Section 150 OUTDOOR LIGHTING ATTACHED TO BUILDING - High efficacy OR controlled by motion sensor w/manual- on/automatic off switch AND photo control ,O 3 QC W 0 to rn it 0 91 f( MISG. SYMBOLS Gam• - ouwyanuy Bonsor _ DUPLEX RECEPTACLE -- OUTDOOR LIGHT5 C7FI GROUND FAULT CIRCUIT, A5 REQUIRED 5 5WITCH ® +42" luminaries): Section 150 30 WATT LED Gam• - ouwyanuy Bonsor _ / y' r-FFENC1FICY LIGHTING (perm_. knsUlled rn M n C ) luminaries): Section 150 % GARAGE, SHOP, STORAGE BLDG, LIMMITED AG G r � BLDG AND EXTERIOR- Kgh efficacy OR manual -on r Fr U 'J i dis, fr P reI4 r* "►_�e 114 ire(A 0 1E lob t co 9 d 41 .. . ` 1 l The 2013 CBiC, CMC, CPC, CEC, CFC, - - ' CGBC and 2013 California Energy LANDINGS AT DOORS Standards as almended by the jurisdiction SHALL COMPLY WITH 2013 CBC SECTIONS 1 apply to this project 1008.1.5, 1008.1.6, 1009.8 &1010.7 and IN 2013 CRC SECTIONS 311.3 & 311.7.6 $ 134 XIL"c wam I_anmwjkL- I6 x It ' Roll. UP UeDit $ALLDON FIlAutr<E bX 12 HW_ Cie"VA%LL r ,� • Gam{ lti Jk7_ DE BEIML _ C � C s FLDb / rn SLS LE7. l-). CtV1 PERMIT# ��..� � � I l BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD. ILIJE DATE BY j 12 30 YK Cox 1,0,05 / 7-1W 12 5H/N6/ES 6UM S. 1516 yz 05.9 24" a, C. WILED V17, w/ gd bb(,Klh6 bMLE -MP PLAN 0--o- ` OSE % gd AILS (01a. t�G WAKWE SDr'FTT WRLL5 ce U r- 3 �b QSB NAILED b/IZ w/s A HAR51E LAP S 101rlG 7" ExPoSurr 2 x 6 STUDS il�''o.c. -x , I, \Y PRL- MANUFACIURED R- 30 1 NS ULA-vooV C EIc-114Cove%44lc7 ��•R- ov1+JEv, VENTING IRDS tp : 15D EUI` -t &A BLE. vF-nrr5 41 EVERY oT9erl- 7-V5,f Tb -rod ATTIC VENTILATION CALCULATION DE5C VALUE TOTAL ATTIC 5PACE 1008 5OFT TOTAL VENT REO'D d(so) 6.72 SOFT RE011D HIGH VENT a3oo) 3.36 5OFT REO'D SAVE VENT dsoo) 3.36 5OFT R.I DOE VENT 51 ZE 15 55I N/L I NEAR FT QTY OF RIDGE VENTS 36FT(5405CIN) RIDGE VENT PROVIDED 5.75 5OFT SAVE VENT 51ZE 22X3.5 (11.5 50IN) OTY OF EAVE VENT5 25 EAV"E VENT PROVIDED 3.35 5OFT i PROVIDE (25) 22X5.5 BRANOUARD ! VEN75 W/ Y8" OPENIN55 OR EOUIVALENT, EVENLY 5PACED AND 56 LINEAR FEET OF FULL 5(fREENED ' CONTINUOU5 RIDGE VENT FOR ATTIC VENTILATION. • � I zn P.T. 11 obs)LL. .'/Zx10 AMC HM BOLT qcmcre r 5LAB W-01,o.C. mA� bu�2 3�s PEA GfAVEL 6o AAI L VAS gAeRi F'R, PLATE %fAs E� N # y REMO- %OPS &77A*L v 5�7/�/✓ B sr-ALr: i { �� 1 1-O n z ROOF PLAN 1/4"=V-0" i-0" crvw ! PERMIT# ►✓��' 4�'�J BUTTE COUNTY DEVELOPMENT SERVICES E I EWE FO O _ `� ILLI DATE - BY- MZG,reen, 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES MZGreen. 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES (Includes significant changes from 2010 CALGREEN) 0 (includes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January 1 2014 SECTION I MEASUFtES_j 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN Chapter I ADMINISTRATION 101.3.1 S hill REVISED. Expands xpands the scope W CALGreen to Include ALL low-rise, high-dse, and hoteVmotel buildings of group R occupancy. Chapter 2 DEFINITIONS 4.406.1 - NEW: Relocates all definitions, to Chapter 2. Other chapters include only defined terms and a reference to Chapter 2. Architectural cards and cortatJ shall comply with VOC Ikrats in Tabic 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504,2.2 REVISED, Modifies "residential building" to include "low-rise residential buntings' and •high-rise residential buildings.' 202 Deflnitions REVISED: Clarifies "low-rise residential building" as a Group R occupancy that is 3 stories or less and deletes reference to Specialty coatings categories listed in Table 4.504.3 shah be determined by classifying to coating as Flat, Nonfat, or NonflafHigh Gloss one- or two -fainly dwellingsor ownhouses. coating, based on Is gloss, as defined in subsections 4.21, 4,36, and 4.37, of the 2007 California Air Resources Board, Suggested Control 4.505.3 NEW: Def nes bi h•nae residential bugdin ' as a Grou R ocmi n that is 4 stories or ontater in he ht. Chapter 3 GREEN BUILDING NEW: Clarifies that mandatory measures in Chapter 4 apply to additions or alterations of residential buildings and q=Mes that 301.1.1 Additions and requirements only apply to the specific area of the addition or alteration. Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 at sag., regarding mandatory replacemenl of prohibitions on use of certain toxic compounds and ozone cortnpo dqulaalp erbaftrwas, In Section 94522(()(2) and (d)(2) otthe California Code of non-compliant plumbing fixtures. Regulations, Title 17, commencing with Section 04520; and in areas urkkr the jurisdiction of the Bay Area Air Ouaflty Management District shah Low-Rlae arid NEW: Clarifies that CALGreen may y appy to either low-rise or high-rise residential buildings or both. 301.2 Residenflal NEW: New *banners" ILRI and IHR+) as Identifying Provisions appying only to low-rise or high-rise residential structures, Division Buildings respectively. I ANcarpet installed in the building interior shall meet the testing and product requirements d one of the following: Storm Water Drainage anti NO CHANGE FROM 2010 CALGREEN 4,108.2 Retention During �e� which disturb less than one acre of and are not pad or a larger common plan of development shah manage storm water 2- California Department or Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Construction drainage during Construction. Indoor Sources Usfrg Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) 4,408.3 NO CHANGE FROM 2010 CALGREEN 4.106.3 Grading and Paving Construction plans shall indicate how the site grading or drainage system wig manage all surface water flows to keep water from entering 4 - Scientific Certificaborls Systems Indoor Advantage"' Gold 4.504.3.1 buildngs- Division -4.2 NEW EXCEPTION: Revision royides an exception for additions and alterations not tilted the drain th. All carpet cushion installed in the building Interior shall meet the requirements of the Carpet and Rug Instoute's Green Label Program. 4.504.3.2 REVISED: Energy efficiency requirements for low-nse residential (Section 4.201.1) and high-rise residentiabhotel/motel 4.201.1/ Scope(Section 5.201.1) are now In both residential and nonresidential chapters of CALGreen. 5.201.1 Division 4.4 - REVISED: Standards for residential buildings dig not require compliance with levels of minimum energy efficiency beyond those REVISED: Compliance raft of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient r lied tle 2013 California ECode crode reference date . ated from 2010 to 2013 Division 4.3 - WATER EFFICIENCY • CONSERVATION iINDOOR WATER USEM� REVISED: 209 reduction of water use are now prescriptively designated within CALGREEN text. W here resilient flowing Is Installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 4.507.2 REPEALED: Prescriptive and performence methodology, Tables 4.303.1 and 4.303.2. I - VOC emission limits dellned In the Collaborative for High Performance Schools (CHIPS) High Performance Products 4.504.4 NEW: Plumbing fixtures and finings shall comply with the following: Database. 4.503.1 4.303.1.1 Waters Closets: s 1.28 gallflush 2 - Products compliant vrith CHIPS criteria certified Lader the Greenguard Children 8 Schools program. Water Conserving 4.303.1.2 Urinals: 50.5 gal0ush 4.303.1 Plumbing Fixtures 4.303.1.3.1 Single Showerheads: 5 2.0 gpm @ 80 psi 4 - Meet the California Depadment of Public Health, "Standard Method forOre Testing and Evaluation of Volatile Organic and Fittings 4.303.13.2 Ikrniple Showerheads: combined flow rate of all showerneads it other shower outlets controlled by a single Chemical Emissions from Indoor Sources Using Environmental Chambers' Version 1.1, February 2010 (also known as valve shag not exceed 2.0 gpm @ 80 psi or ony one shower outlet is to he in operation at a time Specification 01350) 4.303-1.4.1 Residential lavatory Faucets: 5 1.5 gpm @ 60 psi NO CHANGE FROM 2010 CALGREEN FOR 4.5045. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates. 4.504.1 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: s 0.5 gpm @ 60 psi Hardwood plywood, particleboard and mecum density fiberboard composite wood products used on the interior or exterior of the building 4.303.1*3 Metering Faucets: s 0 25 gallons per cycle shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Cornposle Wood 4.303, 7.4.4 Kitchen Faucets: s 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm 17 CCR 93120 at. seq.), on or before the dates specified in those sections as shown In Table 4.504.5. Documentation is required per 4.504.5 REVISED: Specifies that plumbing fixtures and finings shall be Installed in accordance with the California Plumbing Code. Section 4.504.5.1. Standards for REVISED: Relocates provisions for multiple showemeads to Section 4.303.1.3.2. 4.303.2 Plumbing Fixtures Special inspection "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, and Ftlfings REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fntrrgs," Code users are directed, In Section 4.303.2, glued laminated timber, prefabricated wood I-joiss, or finger -jointed lumber, all as specified In CCR, Title 17, Section 93120.1(a). 4.5 - ENVIRONMENTAL 10 the Colima Plumbing Code for applicable reference standards. Division 4.3 - WATER EFFICIENCY AND CONSERVATION •••• WATER USE) NO CHANGE FROM 2010 CALGREEN Concrete slab f:undations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, Automatic irrigation system eordrollers for landscaping provided by the builder and installed at the time of final Inspection shall comply with or the California Residenitlal Code, Chapter S. respectively, shag also comply with this section. Irrigation the following: 4.304.7 Controllers 1 - Controllers shall be weather -or soil moisture -based controllers that automatically adjust kdgation in response lo flanges in plant A capillary break shall be installed in Compliance with at least Ona of the following: - watering needs as weather or soil conditions change. 1 - A 4 Inch (101.6 mm) Ithick base of b2 -inch (12.7 mm) or larger clean aggregate shag be provided with a vapor retarder is direct 4.505.2.1 2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired contact with concrete and a concrete mix design which will address bleeding, shrinkage and mining Shag be used. For additional a wireless rain sensor which connects or communicates with the Codroller(s)- 2013 CALGREEN CODE Effective January1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN 1 NO CHANGE FROM 2010 CALGREEN 4.406.1 Rodent Proofing Architectural cards and cortatJ shall comply with VOC Ikrats in Tabic 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504,2.2 Paints and Coatings as shown in Table 4.504.3, unk lore stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the I Specialty coatings categories listed in Table 4.504.3 shah be determined by classifying to coating as Flat, Nonfat, or NonflafHigh Gloss , coating, based on Is gloss, as defined in subsections 4.21, 4,36, and 4.37, of the 2007 California Air Resources Board, Suggested Control 4.505.3 Moisture Content of Measure, and the corresponding Flat. Nonfat, or Nordlat-High Gloss VOC limit in Table 4.504.3 shag apply. Construction Waste NO CHANGE FROM 2810 CALGREEN 4.408.1 Aerosol Paints and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including 4.504.2.3 Coatings prohibitions on use of certain toxic compounds and ozone cortnpo dqulaalp erbaftrwas, In Section 94522(()(2) and (d)(2) otthe California Code of Regulations, Title 17, commencing with Section 04520; and in areas urkkr the jurisdiction of the Bay Area Air Ouaflty Management District shah ENVIRONMENTALr••• additionally comply with the percent VOC by weight of product limits of Regulation 8, Rub 49, NO CHANGE FROM 2010 CALGREEN Construction Waste ANcarpet installed in the building interior shall meet the testing and product requirements d one of the following: 4.4082 Management Plan 1 • Carpel and Rug Insf 'vat's Green Label Plus Program 4.504.3 Carpet Systems 2- California Department or Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from 4,506.1 Waste Management Indoor Sources Usfrg Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350.) 4,408.3 Company 3 - NSF'ANSI 140 at the Gold level O 4 - Scientific Certificaborls Systems Indoor Advantage"' Gold 4.504.3.1 Carpet Cushion NO CHANGE FROM 2010 CALGREEN Waste Stream All carpet cushion installed in the building Interior shall meet the requirements of the Carpet and Rug Instoute's Green Label Program. 4.504.3.2 Carpet Adhheri NO CHANGE FROM 2D10 CALGREEN Alternative All carpet adhesives shall meet the requirements of Table 4.501,1. Division 4.4 - MATERIAL CONSERVATION REVISED: Compliance raft of resilient flooring is increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient Operation and flooring measures. 4,410.1 Maintenance Manual W here resilient flowing Is Installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 4.507.2 Conditioning I - VOC emission limits dellned In the Collaborative for High Performance Schools (CHIPS) High Performance Products 4.504.4 Resilient Flooring Database. 4.503.1 Systems 2 - Products compliant vrith CHIPS criteria certified Lader the Greenguard Children 8 Schools program. 3 - Cenificstion under the Resilient Flow Covering Institute (RFCB RmrScom program. 4 - Meet the California Depadment of Public Health, "Standard Method forOre Testing and Evaluation of Volatile Organic Division 4.5 - ENVIRONMENTAL QUALITY Covering of Duct Chemical Emissions from Indoor Sources Using Environmental Chambers' Version 1.1, February 2010 (also known as Openings and Specification 01350) Protection of NO CHANGE FROM 2010 CALGREEN FOR 4.5045. Referenced Table 4.504.5 has been revised to delete obsolete compliance dates. 4.504.1 Mechequipment Hardwood plywood, particleboard and mecum density fiberboard composite wood products used on the interior or exterior of the building Equipment During Equipment shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Cornposle Wood Composite Wood 17 CCR 93120 at. seq.), on or before the dates specified in those sections as shown In Table 4.504.5. Documentation is required per 4.504.5 Products Section 4.504.5.1. Definition of Composite Wood Products: Composite wood products Include hardwood plywood, particleboard, and modum density fiberboard. 7022 Special inspection "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joiss, or finger -jointed lumber, all as specified In CCR, Title 17, Section 93120.1(a). 4.5 - ENVIRONMENTAL QUALITY Concrete Slab (INTERIORDivision MOISTURE CONTROL) NO CHANGE FROM 20110 CALGREEN 4.505.2 Foundations Concrete slab f:undations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, and Caulks or the California Residenitlal Code, Chapter S. respectively, shag also comply with this section. NO CHANGE FROM 20110 CALGREEN A capillary break shall be installed in Compliance with at least Ona of the following: - 1 - A 4 Inch (101.6 mm) Ithick base of b2 -inch (12.7 mm) or larger clean aggregate shag be provided with a vapor retarder is direct 4.505.2.1 Capillary Break contact with concrete and a concrete mix design which will address bleeding, shrinkage and mining Shag be used. For additional information, see American Concrete Institute, ACI 302.2R 06, 2. Other equivalent methwds approved by the enforcing agency. 3 - A slab design specified by a licensed design professional. PAGE i PAGE 3 MZGreen,, 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES(0 MZGreen, 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES t (Includes significant changes from 2010 CALGREEN) _ (Inclludes significant changes from 2010 CALGREEN) 2013 CALGREEN CODE Effective January i, 2014 SECTION Division 4.4 - MEASURES MATERIAL 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN .:..• .r... r MAINTENANCE) - 1 REVISED: Specifies the areas needing rodent proofing are solerbotian plates. 4.406.1 Rodent Proofing Annular spaces around pipes, electric cables, conduits, or other openings In soleibohom plates at exterior walls shall be dosed with tamers Division 4.4 - MATERIAL CONSERVATION mortar, concrete masonry or a similar method acceptable to the enforcing agency 10 prevent passage of rodents. & RESOURCE EFFICIENCY WASTE REDUCTION. DISPOSAL RECYCLING) I [CONSTRUCTION & NO CHANGE FROM 2010 CALGREEN , Recycle andror salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with either 4.505.3 Moisture Content of Section 4.408.2, 08 , 4.408.3 or 4.408.4; OR rthsat ■more stringent local construction and demolition waste management ordinance. Construction Waste Documentation is required per Section 4408.5. ��� Oil, Exceptions: r \ 11 4.408.1 Reduction of at least 30s'. 60% 1 - Excavated sol and land -clearing debris. 2 - Alearare waste reduction methods developed by working with Local enforcing agene(es it diversion or recycle facilities capable of compliance with this item do not exist or are not bested reasonably close to the Iobsre. ENVIRONMENTALr••• 3 -The enforcing agency may make exceptions to the requirements of this section when isolated foloores, are located in areas beyond the haul boundaries of the dversion facility. Construction Waste NO CH. NGE FROM 2010 CALGREEN 4.4082 Management Plan Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and L�1 1 1^� V 1 shall be available For examination during construction. 4,506.1 Waste Management NO CHANGE FROM 2010 CALGREEN 4,408.3 Company Utilize a waste management company, approved by he enforcing agency, which can provide veritable documentation that diverted O construction and demolition waste materials meet the requirements in Section 4,408.1. 4.408A 4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that Is equal to oriess than Waste Stream 4 pounds per square -foot of the building area. 4.408 4.1 Reduction NEW: Adds Section 4.408.4.1 to acknowledge a high -dee residential compliance alternative. Alternative 4.408.4.1 IHR+) Generate a total combined weight of construction and demolition waste disposed In landfills that Is equal to or less than Division 4.4 - MATERIAL CONSERVATION 2 pounds per square -foot o1 the building area. & RESOURCE E FFICIENC Y,� BUILDING MAINTENANCE Operation and & OPERATION) NO CHAFE FROM 2010 CALGREEN 4,410.1 Maintenance Manual At the time of final inspecdon, a manual, compact disc, wri based reference or other media acceptable to �te enforcing agency which 4.507.2 Conditioning Cox" 10 specific subject areas shall be placed in the building. Division 4.5 - ENVIRONMENTAL QUALITY (FIREPLACES) NO CHANGE FROM 2010 CALGREEN 4.503.1 General Any Installed gas fireplace shall be a direct -vent sealed combustion type. Any installed woodstove or pellet stove shag comply with U.S. EPA Phase II emission fogs where applicable- Woodsoves, pellet stoves and fireplaces shall also comply with all applicable ll ordnarcces. oca Division 4.5 - ENVIRONMENTAL QUALITY Covering of Duct (POLLUTANT CONTROL) Openings and NO CHANGE FROM 2010 CALGREEN Protection of At the time of rough Installation, during storage on the construction site and until final startup of the heating, cooling and ventilating 4.504.1 Mechequipment all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetal Equipment During Equipment or other methods acceptable to the enforcingagency to reduce the amxim of water, dust and debris ant to p g Y ante" sYSlem may be used. Construction 3 - Training programs spomsored by trade, labor or statewide energy consulting or verification Organizations. NO CHANGE FROM 2010 CALGREEN Adhesives, sealants ant caulks used on the project shall meet the requirements of the following standards unless mora stringent local or 7022 Special inspection regional air pollution or air quality management district rules apply: 1 • Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shag comply with local a regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limas, as shown in 4.504.2.1 Adheslves, Sealants Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic and Caulks compounds (chloroform, ethylene dichloride, methylene chloride. perchloroethylere and trkhlornelhylene), except for aerosol products as speclfled in Subsection 2 below. 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh nae than 1 pound and do not consist of more than 16 Fluid ounces) shall comply with statewide VOC Standards and other requaemens, including prohibitions on use of certain toxic compounds, of the California Code of Regulations. Tile 17, Commencing with Section 94507, 2013 CALGREEN CODE Effective January 1, 2014 SECTION F MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 201D CALGREEN 1 RIO . . RContinued) NO CHANGE FROM 2010)CALGREEN 1-1--1 `�mm Building materlals with visitable signs of water damage Shag not be installed. Wall end Boor framing shall not be enclosed when the framing O U] members exceed 19% moksture content. Moisture Content shag be verged In compliance with the following: I 1 - Moisture content shall the determined with either a probe -type or a contachtype moisture meter. Equivalent moisture verification , methods may be approved by the enforcing agency and shall satisfy requirements In SeCOon 101.8. 4.505.3 Moisture Content of 2 -Moisture readings shalh betaken ata point 21eet (810 mm) to 4 fast (1219 mm) fromft grade-slamped end of each piece to be Building Materials verified. O 3, At east three random mloisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the eme of approval to enclose the wag and floor framing. Insulation products which are visibly wet or have a high moisture content shag be replaced wallowed to •try prior to enc'csure in wall or floor ENVIRONMENTALr••• cavities. Manufacturers' drying recommerdatbns shall be followed for wel-applied insulation products prim ro enclosure. AIR QUALITY - NO CHANGE FROM 2010) CALGREEN CS Each bathroom shall be maechanically ventilated and shall comply with the following: I -Fans shall be ENERGY' STAR compliant and be ducted to terminate outside the building. L�1 1 1^� V 1 2 - Unless functioning as at component of a whole house ventilation system, fans must be controlled by a humidity control. 4,506.1 Bathroom Exhaust a) Humdity controls shuall be capable of manual or automatic adjustment between a relative humidity range of less than 50%b a Fans maximum of 80%. O b) A humidity Control muay be a separate component to the exhaust fan and is not required to be integral or buii Note: For CALGreen a "balthrocri a room which contains a baftb, Shower, or tubishower mmbinalon. Fans are required in each bathroom, Division 4 5 - 4.507.1 ENVIRONMENTAL QUALITY Reserved (ENVIRONMENTAL. •• REPEAT ED: Sectlon 4.50)7.1 Openings (fa whole horse fare) has been repealed. There is ro substitute language. NO CHANGE FROM 20101 CALGREEN Heating and air conditioning systems shell be sized. designed, and equipment selected using the following methods: I - The heat loss and heat gain is established according 10 ANSOACCA 2 Manual J - 2004 (Residentlal Load Calculation), ASHRAE Heating and Air handbooks or other egwlvalom design software or methods. 4.507.2 Conditioning 2 - Duct systems are slzedl according to ANSOACCA 1 Manual D -2009 (Residential Duct Systems), ASHRAE handbooks or other System Design equivalent design Software of methods. 3 - Select heating and cooling equipment according to ANS6'ACCA 3 Manual S - 2004 (Residented Equipment Selection) or other equivalent design sofwtare or methods. Exospfion: Use of alternate design temperatures necessary to ensure the system functions are acceptable. CHAPTER 7. INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS (QUALIFICATIONS. VERIFICATIONS) NO CHANGE FROM 2010, CALGREEN HVAC system Installers shall be trained and certified in the proper installation of HVAC systems and equipmentby a recognized training or certification program. Examples of acceptable HVAC training and mrllcafion programs Include but are not limited to the following. 702.1 Installer Training I • State certified apprenticeship programs, 2 - Pubic utility trek" programs. 3 - Training programs spomsored by trade, labor or statewide energy consulting or verification Organizations. 4 - Programs sponsored by manufacturing organizations. 5 - Other programs acceptable to the enforcing agency. 7022 Special inspection NO CHANGE FROM 2010 CALGREEN Special Inspectors must be, qualilled and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. NO CHANGE FROM 2010 CALGREEN 703.1 Documentation Documentation of compliance shall include, but Is not amled to, construction documents, plans, specifications, builder or Installer certification, inspection repiorts, or other methods acceptable to the local enforcing agency. Other specific documentation or Special inspections necessary to early compliance are specified in appropriate sections of CALGreen. Acknowiedgemenl: This document is an updated version of an original checklist prepared by the California Building Industry Association for summarizing the 2010 CALGreen's marKWM measures for low-rise residential structures. This chiecklist includes CALGreen provisions effective January 1, 2014, covering all residential buildings and notations for sections revised or updated for the 2013 CALGreen. Note:This document is only a summary of the mandatory measuaes in the 2013 CALGreen. Users Should refer to the most recent version of the 2013 CALGreen Code for additional details and complete requirements. PAGE 2 PAGE 4 PERMIT # le_?m - BUTTE COUNTY DEVELOPMENT SERVICES PTVIFIIP117� "i 0 DAT 1 �✓ BY RANCHO ENGINEERING INC. DOES NOT REPRESENT THAT THESE PLANS OR ANY SPECIFICATIONS IN CONNECTION THEREWITH ARE SUITABLE WHETHER OR (!��ALOREEN NOT MODIFIED, FOR ANY OTHER SITE THAN THE ONE _ FOR WHICH THEY WERE SPECIFICALLY PREPARED. I O TEE; cl_,el RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED WHIOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPIRIATE GOVERNMENTAL AOENCIES L tJS�/ r7(l\ CF ci V^ W V / ,^^ WJl LU l b W RANCHO ENO. JOB: 16-106(0) DRAWN BY: RPP GKD.BY: JPH DATE: 0-7/25/16 REVISION: O DRAWINO NUMBER (0 V 1 1-1--1 `�mm O O U] QOL I , O fO CS X 11-- L�1 1 1^� V 1 II O RANCHO ENO. JOB: 16-106(0) DRAWN BY: RPP GKD.BY: JPH DATE: 0-7/25/16 REVISION: O DRAWINO NUMBER (0 GENERAL NOTES: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE 51MILAR TO DETAILS FOR 51MILAR CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLE55 SHOWN OTHERWISE ON THE DRAWINGS. 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS 5IMP50N PRODUCTS OR APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFIC/-, -IONS FOR MAX LOADING. 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK AFFECTED. 7. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED, OR OTHERWISE PENETRATED UNLE55 SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON THESE DRAWINGS. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON ANY OF THESE DRAWINGS. q. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL ENGINEER FOR ANY NEEDED CLARIFICATIONS. 10. STAIRS: RISE 4" MINIMUM TO -1.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; WIDTH 36" MINIMUM PER GBG. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 38" ABOVE TREAD NOSING PER GBG. 13. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. ACCESS SIZE IS 22"X30" OR 30"X30' WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN ATTIC. 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 108. 14.1. NO SPECIAL INSPECTION REQUIRED FOR THI5 PROJECT. DESIGN CRITERIA: I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: I.I. SEISMIC: -SEISMIC IMPORTANCE FACTOR: I I -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.655, SI = 0.262 -SEISMIC SITE GLASS: D -SEISMIC RESPONSE COEFFICIENTS: SD5 = 0.557, SDI = 0.328, Gs = 0.086 1 -SEISMIC DESIGN CATEGORY: D -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS -RESPONSE MODIFICATION FACTOR: R = 6.5 -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE 1.2. WIND: -WIND SPEED: 110 MPH P E R i,A F, BUTTE COUNTY DEVELOPMENTSERVICES 1.3. -WIND EXPOSURE: B 1.4. LIVE LOADS �� ®IVlf REVIEWED V V GD FQR ��/ i�� -ROOF CONSTRUCTION/ SNOW LOAD: 37 PSF -RESIDENTIAL FLOOR LOAD: 40 P5F DATE II� BY ­t�T-- SITE WORK AND FOUNDATION: t I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED 501L OR ENGINEERED FILL AS PER THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE SPECIAL INSPECTED AND A PAD CERTIIFICATION FROM THE TESTING AGENCY SHALL BE PROVIDED. 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN 15 BASED ON LOCAL JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 3. GRADING SHALL BE PROV I DED TO ACCOMPL 1 SH A 5% SLOPE AWAY FROM HOUSE FOR A MINIMUM OF 101 . 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER METER LOCATION. CONCRETE: 1. THE MINIMUM COMPRE551 VE STRENGTH AT 28 DAYS SHALL BE 3000 P51 PER GBG. 2. ALL GEMENT USED SHALL CONFORM TO A5TM G-150 STANDARDS. 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOiP OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. MAXIMUM HORIZONTAL SPACING. 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER A5TM 0-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM G-150 TYPE I OR 2. REINFORCING STEEL: I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER 15 GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: HOLDOWN5: I. ALL HOLDOWNS ARE SIMP50N STRONG -TIE OR EQUIVALENT. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 3. ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. LUMBER AND CARPENTRY: I. ALL STRUCTURAL UMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 11961. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED ORIENTED STRAND BOARD (OSB). 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RE515TANT MATERIAL. 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLE55 SPECIFICALLY NOTED OR DETAILED OR 15 IN ACCORDANCE WITH THE GBG. 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. GROSS -BRIDGING SHALL BE PROVIDED AT 5'0.0. FOR DIMENSIONED FLOOR JOIST OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8. ALL NAILING TO BE PER GBG TABLE 2304.q.1, UNLE55 OTHERWISE NOTED. q. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WIT FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD PANELS A MINIMUM OF 4'. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND REQUESTED BY THE GENERAL CONTRACTOR. 11. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD) POSTS OR COLUMNS RESTING ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR PO5T5 ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH A 5IMP50N PBS ANCHOR OR EQUIVALENT, UNLE55 NOTED OTHERWISE. 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6 IN WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. 13. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CORD OF TRUSS OR RAFTER. 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. 15. BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A307 MACHINE BOLTS UNLESS OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/I6" SMALLER THAN THE BOLT DIAMETER. 16. HOLES FOR LAG SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK DIAMETER. 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE W,A5HER5 UNDER NUTS AND BOLT OR LAG SCREW HEADS THAT BEAR ON WOOD. I8. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75Y OF THE NAIL SHANK DIAMETER. Iq. INSTALL FIRE BLOCKS TO OUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIRE BLOCKS SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED kgITH FULL BEARING TO FOUNDATION UNLESS OTHERWISE NOTED. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALL5 AS REQUIRED. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH THE GBG 1704.6.2. MANUFACTURED WOOD TRUSS: I. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH REPORTS. 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL NOT BE ALLOWED. 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRU55E!5 MUST BE DESIGNED TO TRANSMIT DIRECT AXIAL WALL LOADS. 4. PROVIDE TRUSS DRAW I NGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LIGEN5ED ENGINEER ON ALL PAGES. 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. 7. ALL LATERAL WEB BRACING 15 REQUIRED TO TERMINATE AT AN EXTERIOR BEARING WALL. 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS U51NO 5IMP50N STC GLIP5, UNLE55 NOTED OTHERWISE ON PLAN. q. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 51TE DIMENSIONS TO THOSE OF THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. I. TYPICAL SIZE AND SPACING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE RANCHO ENGINEERING INC. DOES NOT REPRESENT SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. THAT THE!5E PLANS OR ANY SPECIFICATIONS IN 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"XO.22q" SHALL BE USED ON EA. BOLT. CONNEGTIION THEREWITH ARE SUITABLE WHETHER OR 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS NOT MODIIFIED, FOR ANY OTHER 51TE THAN THE ONE AND AT ALL INTERIOR SHEAR WALLS. FOR WHICH THEY WERE SPECIFICALLY PREPARED. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" (5ENERAL FERAL RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWN5.NOTES USED WHOLE OR IN PART AT ANY OTHER SITE. PLANS 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS 51MP5ON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR ARE NOT VALID UNTIL REVIEWED AND APPROVED BY MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER APPROPRIATE GOVERNMENTAL AGENCIES MANUFACTURES SPECIFICATIONS. LOW 0 zO Lh -t Tl �- O w � zv ' � ls) z' LU L() w LOW RANCHO ENO. JOB:16-106(0) DRAWN BY: RFF GKD.BY: JFH DATE: 07/25/16 REVISION: O DRAW1NO NUMBER w ls) w LU L() w Ll O (3 LLI `�mm <co �p0 Lo if) lu CIL LL u u � > Lh RANCHO ENO. JOB:16-106(0) DRAWN BY: RFF GKD.BY: JFH DATE: 07/25/16 REVISION: O DRAW1NO NUMBER µ SHEAR WALL SCHEDULE T` F. SMEAR WALL NOTES T'rF I GAL LUMBER O RADES WALL SYSTEM STRENGTH: 173 PLF 5E15MIG ZA 173 PLF WIND I. FOR SHEAR WALL TYPES G, D $ E FOUNDATION 1. 3/8" STRUCTURAL WOOD PANELS (BLOCKED) SILL PLATES AND ALL FRAM I NO RECEIVING EDGE NA I L I NO FROM ABUTTI NO PANELS SHALL NOT BE LESS 2 NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) THAN A 51NOLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 3 6" O.G. ® EDGES 12" O.G. ®FIELD 2. WHEN T-1-11 51DING 15 USED FOR SHEAR PLY. INSTALL 1/2"(P ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL DOUBLE STUDS STITCH NAILED W/ Ibd'S ® 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH SIMPSON A55 SHEAR TRANSFER ® 36" O.G. PANEL AT JOINTS. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. 2X JOISTS AND RAFTERS DF#2 OR BETTER. 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. 5. 2X4 5TUD5 14' NONBEARING DF#2 OR BETTER. SILL SHEAR TRANSFER NAILING Ibd 6 ® 6" O.G. (COMMON, BOX OR SINKER) 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131 ") -1 WALL 5Y5TEM STRENGTH: 260 PLF SEISMIC B 365 PLF WIND 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER 3/8" STRUCTURAL WOOD PANELS (BLOCKED) TO BE HOT DIPPED GALVANIZED. NAILING: 5d (COMMON OR HOT DIPPED GALVANIZED) 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY51DE OF SILL PLATE FOR ALL ANCHOR BOLTS. 6 O.G. ® EDOES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPAGINO 32" W/ 2X P.T. SILL TYF I GAL FRAM I NO NOTES 5IMP50N A35 SHEAR TRANSFER ® 27" O.G. SILL SHEAR TRANSFER NAILING 16d I. ALL HEADERS ® INTERIOR BEARING WALLS ®4 O.G. (COMMON, BOX OR SINKER) & EXTERIOR WALLS .ARE 4X12 OR 6X8 UNG. G WALL SYSTEM STRENGTH: 380 PLF SEISMIC 532 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NAILING: 8d (COMMON OR HOT DIPPED OALVAN I ZED) 4" O.G. ® EDOES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 21" W/ 2X P.T. SILL SIMPSON A35 SHEAR TRANSFER ® 12" O.G. SILL SHEAR TRANSFER NAILING Ibd ® 3" O.G. (COMMON, BOX OR SINKER) ZLWALL SYSTEM STRENGTH: 410 PLF SEISMIC 51EE NOTE I 685 PLF WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) NA I L I NO: bd (COMMON OR HOT DIPPED GALVAN I ZED) 3" O.G. m EDGES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 18" W/ 2X P.T. SILL 5/8"0 ANCHOR BOLT SPACING 24" W/2X P.T. SILL 51MP5ON A35 SHEAR TRANSFER ® 1" O.G. SILL SHEAR TRANSFER NAILING (2) ROWS Ibd ® 4" O.G. (COMMON, BOX OR SINKER) ZLWALL SYSTEM STRENGTH: 665 PLF SEISMIC SEE NOTE I 130 WIND 3/8" STRUCTURAL WOOD PANELS (BLOCKED) (2) SIDES NAILING: IOd (COMMON OR HOT DIPPED GALVANIZED 3" O.G. ® EDGES 12" O.G. ® FIELD 1/2"(P ANCHOR BOLT SPACING 22" W/ 3X P.T. SILL 5/8"(P ANCHOR BOLT SPACING 24" W/ 3X P.T. SILL SIMP5ON A55 SHEAR TRANSFER ® 7" O.G. SILL SHEAR TRANSFER NAILING (2) ROWS Ibd ® 3" O.G. (COMMON, BOX OR SINKER) 2. MULTIPLE 2X MEMBDRS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS I bd'S 6D 12" O.G. 3. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAIFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL IPO5T5. PROVIDE MATCHING POSTS EXCTENDINO TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUC75 OF SIMPSON STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS AR:E NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLESS NOTED OTHERW 1 SE. 8. AT CALIFORNIA OVERFRAMINO THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE :22"X50" ACCESS 15 REQ'D. 1. ALL FASTENERS PENITRATINO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. 1. PARALLEL STRAND LUMBER (PSL) Fb=2100 P51 F\/=210 P51 E=2.0X10"'6 P51 10. LAMINATED STRAND LUMBER (LVL) Fb=2800 PSI Fv=285 P51 E=1.8X1O^6 P51 WHEN ATTACHING (2) L\/L'5 TOGETHER USE (4) Ibd's ® 12" O.G. OR (3) 5D525312 ® 24" O.G. WHEN ATTACHING (3) L\/L'5 TOGETHER USE SAME PATTER AS ABOVE, BOTH SIDES. II. ROOF PLY TO BE 1/2" CDX (32/1(o) OR O55 STAGGER JOINTS $ RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH Sd'S b" O.G. ® EDGES AND BOUNDARY 12" O.G. FIELD UNO. 12. FLOOR PLY. TO BE 3/4" T/G (48/24) OR EQUIVALENT OSB STAGGER JOINTS $ RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN! WITH 8d'5 O.G. ® EDGES AND BOUNDARY 12" O.G. FIELD UNO. RAFTER SCHEDULE TILE COMP. MEMBER: DF #2 OOF I NCC ROOF I NO AX. ALLOW MAX. ALLOW. PAN. SPAN. CALIFORNIA OVBRFRAMINO RAFTERS. 2X4 ® 24" O.G. 6'-1" 7'-3" 2X6 ® 24" O.G. 10'-3" 11'-1" 2X8 ® 24" O.G. 13'-0" 13'-6" 2X10 ® 24" O.G. I6' -O" 18'-0" 2X12 ® 24" O.G. 11'-O" 21'-0" HIP AND VALLEY RAFTERS 2X6 1'-3" 10'-0" 2X8 10'-1" 11'-1" 2 X 10 12'-3" 13'-6" 2X12 13'-1" 15'-0" 1.75X1.5 LVL 15'-6" I6'-6" 1.75X11.875 LVL 18'-3" 11'-6" CE I L I NO JOIST Sr -,HED. 2X4 ® 16" O.G. DF#2 MAX. SPAN = II' -O" 2X4 ® 24" O.G. DF#2 MAX. SPAN 2X6 ® 16' O.G. DF#2 MAX. SPAN = I6'-1" 2X6 ® 24" O.G. DF#2 MAX. SPAN 2X8 ® I6" O.G. DF#2 MAX. SPAN = 21'-0" 2X8 ® 24" O.G. DF#2 MAX. SPAN = 17'-3" 2X10 ® 16" O.G. DF#2 MAX. SPAN = 23'-3" 2X10 ® 24" O.G. DF#2 MAX. SPAN = 21'-6" PERMlT # V�? A -- I `� ✓ - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO CgoIi lPLIANNCE DATE BY I RANCHO, ENGINEERING INC. DOES NOT REPRESENT THAT THESE PLANS OR ANY SPEC I F I CATI ONS IN CONNECTION THEREWITH ARE SUITABLE WHETHER OR NOT MODIFIED, FOR ANY OTHER 51 TE THAN THE ONE FOR WHI GH THEY WERE SPECIFICALLY PREPARED. 0ENERAL RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED WHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL AGENCIES RANCHO ENO. JOB: 16-106(0) DRAWN BY: RPP GiGD.BY: JPH DATE: 0-7/25/16 REVISION: O DRAWINO NUMBER z Q 1!1 ZLLI Q W — F- Q z14 Lu � z_<u) Q 14 ls) w QUS o u LU if) RANCHO ENO. JOB: 16-106(0) DRAWN BY: RPP GiGD.BY: JPH DATE: 0-7/25/16 REVISION: O DRAWINO NUMBER z _0115- ls) w LU if) w O O LI v L Lo :DLu■� k .. N LL L) V RANCHO ENO. JOB: 16-106(0) DRAWN BY: RPP GiGD.BY: JPH DATE: 0-7/25/16 REVISION: O DRAWINO NUMBER �4d (21" MIN) d d + + 180° N !k TYP. q0° q0° 135° MIN. INSIDE MIN. INSIDE BAR SIZE BEND 0 "D" BAR SIZE BEND (P "D" bd #3 - #5 4d #14 4 #IS IOd TYPICAL STIRRUPS 4 TIES STANDARD BAR HOOKS AND BENDS FOR CONCRETE: LAP 30 BAR 4' OR 24" MIN. U.O.N 6 FOR G.M.U.: LAP 45 BAR 0 U.O.N. Ibga MIN. TIE WIRE TYP. HOOKS BENDS I i i i I d TYP. CORNER/NOTCHES/HOLES SHEAR CONN. @ GABLE END END 4 INTERSECTION CORNER SINGLE CURTAIN PLAN SECTIONS TYP. CONCRE7E WALL 4 I. ROOF PLY. 2. GUT 4 STACK ROOF FRAMING. 3. FLAT OUTLOOKER a 36" O.G. 4. SIMPSON LTP4 TRUSS TO TOP PLATE ® 24" O.G. 5. DOUBLE TOP PLATES b. 2X STUDS a I6" O.G. 7. SHEAR PLY AS REa'D SEE SHEAR WALL SCHEDULE FOR PLY. NAILING. 8. EDGE NAILING q. 2X KICKER 08' O.G. ATTACHED AT EA. END WITH 51MP50N A35 CLIP. MAX 2X4 UNBRAGED LENGTH 15 b' -O" MAX 2Xb UNBRAGED LENGTH 15 8'-O" TYPICAL WALL FRAMINO I. VERT BAR AT ALL CORNERS AND BENDS. 2. (2) VERT BARS A' END OF WALLS. 2 1. 2X BLOCKING AS REa'D FOR PLY EDGE NAILING. 2. ANCHOR BOLTS SEE PLAN. 3. DOUBLE 2X TOP PLATE WITH 4'-0" MIN SPLICE. (14) Ibd SINKERS REQUIRED EACH 51DE OF SPLICE OR PLATE BREAK. REa'D a ALL EXT. AND INT. SHEAR WALL LINES. 4. HEADER SEE PLAN. 5.2x STUDS a Ib" O.G. TYP. b. (2) TRIMMERS REa'D a OPENINGS 8'-O" OR LARGER. -7.(2) KING STUDS REa'D a OPENINGS b' -O" OR LARGER. a. i2) SILLS REO'D OPENINGS 6'-O" OR LARGER. q. 2X SILL PLATE P.T.D.F ELEVATION TYP. PIPE PENETRATION 1'-6" SECTION 5 I SHEAR CONN. AT EAVE I. DOUBLE 2X I. 2X FRAMING OR DIA. 15 PIPE DIA. +I" POST AS REQUIRED (Z V MIN. FOR HOLDOV4N, SEE 2. NO PENETRATION PLAN ALLOWED WITH IN 2. PLY. SEE PLAN !n BOTTOM 1/3 OF FTG. FOR REQUIREMENTS. 3. DEEPEN FOOTING 3. 2X WALL ` - ►I I -F- 2"MIN. IF PIPE 15 TO RUN 3. ANCHOR BOLT W/ b" (I STORY) 3X3X.221 PLATE W O 8" (2 STORY) E.N. FRAMING. Lu 4. 2X FLOOR SHEAR SCHEDULE ALLOWED BELOW FOR SIZE AND 2"MIN. THIS LINE. SPACING. FRAMING, REFER TO 7 q 4. SIMP50N HDU y- ° HOLDOWN, SEE O FOUNDATION. MANUFACTURES a: AND LOCATION. 0 I ° • . 4 a INSTALL PER RECOMMENDATIONS MANUFACTURES T- -I ° I RomSPECIFICATIONS. F- W Cj j I Q FOR MANUFACTURED FLOOR J015T !Y ` PLAN FOR SLAB L cj REINFORCING AND LoI Z N I O UNDERLAYMENT. PRODUCTS. 6. EXPANSION STRIP. (1) #4 REBAR 12" (1 STORY) WITHIN SHEAR GONE OF A.B.'S -J 15" (2 STORY) LOWER AND UPPER PLATE SPLICES MUST #4 REBAR TOP 4 OCCUR WITH A MINIMUM 5. SHEAR PLY. PER PLANS OF 4'-0" SEPARATION q. CONCRETE SLAB 4 I. ROOF PLY. 2. GUT 4 STACK ROOF FRAMING. 3. FLAT OUTLOOKER a 36" O.G. 4. SIMPSON LTP4 TRUSS TO TOP PLATE ® 24" O.G. 5. DOUBLE TOP PLATES b. 2X STUDS a I6" O.G. 7. SHEAR PLY AS REa'D SEE SHEAR WALL SCHEDULE FOR PLY. NAILING. 8. EDGE NAILING q. 2X KICKER 08' O.G. ATTACHED AT EA. END WITH 51MP50N A35 CLIP. MAX 2X4 UNBRAGED LENGTH 15 b' -O" MAX 2Xb UNBRAGED LENGTH 15 8'-O" TYPICAL WALL FRAMINO I. VERT BAR AT ALL CORNERS AND BENDS. 2. (2) VERT BARS A' END OF WALLS. 2 1. 2X BLOCKING AS REa'D FOR PLY EDGE NAILING. 2. ANCHOR BOLTS SEE PLAN. 3. DOUBLE 2X TOP PLATE WITH 4'-0" MIN SPLICE. (14) Ibd SINKERS REQUIRED EACH 51DE OF SPLICE OR PLATE BREAK. REa'D a ALL EXT. AND INT. SHEAR WALL LINES. 4. HEADER SEE PLAN. 5.2x STUDS a Ib" O.G. TYP. b. (2) TRIMMERS REa'D a OPENINGS 8'-O" OR LARGER. -7.(2) KING STUDS REa'D a OPENINGS b' -O" OR LARGER. a. i2) SILLS REO'D OPENINGS 6'-O" OR LARGER. q. 2X SILL PLATE P.T.D.F ELEVATION TYP. PIPE PENETRATION 1'-6" SECTION 5 I SHEAR CONN. AT EAVE I. DOUBLE 2X r SHEAR/HOLIDOM CONN. ® FOUNDATION I 8 I. INSIDE SLEEVE FRAMING OR 4x DIA. 15 PIPE DIA. +I" P05T FOR (Z V MIN. HOLDOWN. 2. NO PENETRATION 2. TREATED SILL ALLOWED WITH IN PLATE AS !n BOTTOM 1/3 OF FTG. REQUIRED FOR 3. DEEPEN FOOTING SHEAR WALL. IF PIPE 15 TO RUN 3. ANCHOR BOLT W/ b" (I STORY) 3X3X.221 PLATE W O 8" (2 STORY) E.N. WASHER, SEE Lu 4. NO EXCAVATION SHEAR SCHEDULE ALLOWED BELOW FOR SIZE AND THIS LINE. SPACING. 0 7 q 4. SIMP50N HDU y- ° HOLDOWN, SEE O FOUNDATION. PLAN FOR SIZE a: AND LOCATION. 0 I ° • . 4 a INSTALL PER '' • a MANUFACTURES T- -I ° I RomSPECIFICATIONS. F- W Cj j I 5. SEE FOUNDATION !Y ` PLAN FOR SLAB L cj REINFORCING AND LoI Z N I O UNDERLAYMENT. ,o 6. EXPANSION STRIP. (1) #4 REBAR 12" (1 STORY) WITHIN SHEAR GONE OF A.B.'S 15" (2 STORY) AND HOLDOWN, (1) #4 REBAR TOP 4 BOT 5. SHEAR PLY. PER PLANS q. CONCRETE SLAB ON GRADE WHERE OCCURS. DETAILS 10. OPTION "T" FTG r SHEAR/HOLIDOM CONN. ® FOUNDATION I 8 I. INSIDE SLEEVE DIA. 15 PIPE DIA. +I" (Z V MIN. 2. NO PENETRATION w w ALLOWED WITH IN ul !n BOTTOM 1/3 OF FTG. 3. DEEPEN FOOTING IF PIPE 15 TO RUN BELOW BOTTOM OF CIL W O FOOTING. Lu 4. NO EXCAVATION ALLOWED BELOW THIS LINE. 0 5. 4" MIN BELOW y- BOT. OF u) O FOUNDATION. b. b" MIN COVER 0 I BELOW PIPE SLEEVE.UA LL T- F- W Cj L cj LoI Z ,o 3 I. ROOF PLY. 2. ROOF FRAM I NO. 3. 2X BLOGKINO W/ (2) Sd TO TRUSS EA. END 4. SIMPSON HI EA RAFTER. 5. DOUBLE TOP PLATES b. 2X STUDS a 16" O.G. 7. SHEAR PLY AS REa'D SEE SHEAR WALL SCHEDULE FOR PLY. NAILING. 8. EDGE NAILING PERMIT # 014 f (- �1� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWEDFOR CORE RAPICE DATE S RANCHO ENGINEERING INC. DOES NOT REPRESENT THAT THESE PLANS OR ANY SPECIFICATIONS IN CONNECTION THEREWITH ARE SUITABLE WHETHER OR NOT MODIFIED, FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED KHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL AOENCIES a Q /0 034 > P. 6/30/18- �Tq /CIVIL w��P OP CA0- RANCHO ENO. JOB:16-106(0) DRAWN BY: RPP CKD.BY: JPH DATE: 0-7/25/16 REVISION: 0 DRAWINO NUMBER (Z V � w w ul !n w ., CIL W O O Lu r -r Qmm 0 0 y- dy) u) LL a Q /0 034 > P. 6/30/18- �Tq /CIVIL w��P OP CA0- RANCHO ENO. JOB:16-106(0) DRAWN BY: RPP CKD.BY: JPH DATE: 0-7/25/16 REVISION: 0 DRAWINO NUMBER