Loading...
HomeMy WebLinkAboutB16-1924 047-220-096A CHANGE OF BUILDING USE AND PORCH ADDITION FOR DANA ROBERTS VIEW FROM NORTHEAST OF EXISTING BUILDING VICINITY LOCATION PROJECT LOCATION — Overall Site Minimum erosion and sediment controls for projects disturbing less than one acre. Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet during a rain event there shall be no tracking of soils onto the street. Wattles installed properly behind curb or sidewalks. Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. Internal filters placed inside each drain inlet. Trash bars across the back of all drain inlets. Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion control blankets may be used for this application). Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application). All paint, fuel, construction products, etc. shall be stored in a covered location away from sidewalks and storm drain inlets. Portable chemical toilets, if provided on the site, must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers, etc. come in contact with any rainfall or storm water runoff. Provide a designated area for concrete washout. Straw bales lines with visqueen may be used for this application. Rollaway bins may alsobe used. All concreterete washout systems ms shall be placed off of the paved streets. After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your B M P's. VIEW FROM NORTHEAST OF PROPOSED BUILDING --- - - -- N 89° 58'09"W i NS it 26 �I i START OF DRIVEWAY CAMENZIND COURT ■11111 60' R/W & P. U. E. -- --► A. - y tEFT�OtlTtANE - -- J� 8, OVERALL SITE PLAN Scale: 1"=100'-0" PROJECT INFORMATION OWNERS: STRUCTURAL ENGINEER: JANA ROBERTS LINCOLN AND LONG 14769 CAMENZIND CT., 568 EAST MAIN STREET CHICO, CA 95973 GRASS VALLEY, CA 95945 PHONE: (530) 273-0503 ARCHITECT: EMAIL: info@lincolnandlong.com HYLAND FISHER -ARCHITECT 411 NORMAL AVE. C H I CO, CA 95928 MOBILE: (530) 263-8666 EMAIL: hyland.fisher@gmail.com SHEET INDEX 1 TITLE SHEET 2 AS -BUILT FLOOR PLANS 3 AS -BUILT ELEVATIONS 4 AS -BUILT FRAMING PLANS 5 PROPOSED FLOOR PLAN 6 PROPOSED ELEVATIONS 7 PROPOSED FLOOR FRAMING & FOUNDATION 8 PROPOSED UPPER FLOOR & LOWER ROOF FRAMING PLAN 9 PROPOSED MEP PLAN 10 CALGREEN REQUIREMENTS HFX1 ANCHORAGE DETAILS - HFX PANELS HFX2 FRAMING DETAILS - HFX PANELS CODE ANALYSIS PROJECT APN: 047-220-096 BUTTE COUNTY ZONING: AG -40 OCCUPANCY TYPE: R-3 CONSTRUCTION TYP: V -B " BUILDING AREAS: (E) CONDITIONED BUILDING: 1,813.42 S.F. (E) COVERED DECK: 648 S.F. �(N) COVERED DECK: 0 S.F. ENGINEERING LOADS: ROOF LIVE LOAD: 20 P.S.F. ROOF DEAD LOAD: 15 P.S.F. SNOW: 0 SOIL: 1500 P.S.F. SEISMIC: SITE CLASS D DESIGN CATEGORY D FLOOD ZONE: X ��(�-/ :6�� SETBACKS: PERMIT#BUTTE COUNTY PMENT SERVICES FRONT: 20' REVIEWED FOR INTERIOR SIDE: 25' CODE COMPLIANCE STREET SIDE: 20' DATES REAR: 25' EXEMPT FROM 300' AG BUFFER PER ROBERT C. HILL JULY 13, 2016 MAXIMUM HEIGHT: 35' PROJECT DESCRIPTION THE PROJECT CONSISTS OF A CHANGE OF USE FROM A PREVIOUSLY PERMITTED AG EXEMPT BUILDING TO A RESIDENCE. THE BUILDING WAS BUILT AND PERMITTED IN 1999. IT IS A POST AND BEAM STRUCTURE WITH STEEL STRAP BRACING AND STRAW BALE INFILL. THE ROOF IS HAND FRAMED RAFTERS WITH STANDARD FLOOR JOISTS OVER PIER FOOTINGS PER EXISTING FRAMING PLANS. THE STRUCTURAL SYSTEM WILL BE MODIFIED BY ADDING PRE - MANUFACTURED SHEAR WALLS AND A CONTINUOUS FOOTING BELOW THE EXTERIOR WALL AND DECK PERIMETER. ALL ELECTRICAL AND PLUMBING WILL BE BROUGHT UP TO CURRENT CODE. A NEW FORCED AIR HVAC SYSTEM WILL BE INSTALLED. A FIRE SUPPRESSION RESIDENTIAL SPRINKLER WILL BE ADDED TO THE BUILDING AND IS A DEFERRED SUBMITTAL. SIDEeF TI IE BUILDING.TI Ir ISI-r!`I IrN LOCATION Wnl I BE REVISED rLY1 PE-11THE IL r nl n nlr 1VJ. THERE WILL BE A NEW FULL BATH ADDED UPSTAIRS. PG&E SERVICE HAS BEEN BROUGHT TO THE BUILDING. CHAPTER 7A URBAN WILDLAND INTERFACE DOES NOT APPLY TO THIS PROJECT. APPROVALS DATA THE FOLLOWING CODES ARE APPLICABLE TO NEW PORTIONS OF THIS PROJECT: 2013 CALIFORNIA BUILDING CODE (CBC) 2013 CALIFORNIA RESIDENTIAL CODE (CRC) 2013 CALIFORNIA MECHANICALHANICAL CODE (CIVIC) 2013 CALIFORNIA PLUMBING CODE CPC 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE � /� PROPERTY LINE- INE_25'SETBACK 25'-SETBACK I - - (N) 500 GAL. PROPANE TANK AND (N) LINE TO HOUSE -155' WELL TO (E) SEPTIC PITS I 1 I - ) SEPTIC TANK -.- -388'-TO PROPERTY LINE UILDINGS (E) AG BUILDINGS- SOIL EXCAVATION PILE SOIL 115' TO PROPERTY LINE {_,- (E) HOUSE TOELEC. I \; WATTLES TO CONTAIN P.O.C. SEDIMENT AT PERIMETER OF BUILDING SOIL DISTURBANCE = i( ) STANDARD HAMMERHEAD-- AMMERHEAD(EXTENT (EXTENTOF SOIL DISTURBANCE) URNAROUND @ (E) GRAVEL PAD j (E) AT L (N) TURNOUT PER COUNTY I I STANDARDS @ -DRIVEWAY MIDPOINT- y WELL HOUSE w/ (N) 200 AMP ELEC. PANEL I (E) 12' WIDE DRIVEWAY TYP. 100' WELL SETBACK START OF DRIVEWAY CAMENZIND COURT ■11111 60' R/W & P. U. E. -- --► A. - y tEFT�OtlTtANE - -- J� 8, OVERALL SITE PLAN Scale: 1"=100'-0" PROJECT INFORMATION OWNERS: STRUCTURAL ENGINEER: JANA ROBERTS LINCOLN AND LONG 14769 CAMENZIND CT., 568 EAST MAIN STREET CHICO, CA 95973 GRASS VALLEY, CA 95945 PHONE: (530) 273-0503 ARCHITECT: EMAIL: info@lincolnandlong.com HYLAND FISHER -ARCHITECT 411 NORMAL AVE. C H I CO, CA 95928 MOBILE: (530) 263-8666 EMAIL: hyland.fisher@gmail.com SHEET INDEX 1 TITLE SHEET 2 AS -BUILT FLOOR PLANS 3 AS -BUILT ELEVATIONS 4 AS -BUILT FRAMING PLANS 5 PROPOSED FLOOR PLAN 6 PROPOSED ELEVATIONS 7 PROPOSED FLOOR FRAMING & FOUNDATION 8 PROPOSED UPPER FLOOR & LOWER ROOF FRAMING PLAN 9 PROPOSED MEP PLAN 10 CALGREEN REQUIREMENTS HFX1 ANCHORAGE DETAILS - HFX PANELS HFX2 FRAMING DETAILS - HFX PANELS CODE ANALYSIS PROJECT APN: 047-220-096 BUTTE COUNTY ZONING: AG -40 OCCUPANCY TYPE: R-3 CONSTRUCTION TYP: V -B " BUILDING AREAS: (E) CONDITIONED BUILDING: 1,813.42 S.F. (E) COVERED DECK: 648 S.F. �(N) COVERED DECK: 0 S.F. ENGINEERING LOADS: ROOF LIVE LOAD: 20 P.S.F. ROOF DEAD LOAD: 15 P.S.F. SNOW: 0 SOIL: 1500 P.S.F. SEISMIC: SITE CLASS D DESIGN CATEGORY D FLOOD ZONE: X ��(�-/ :6�� SETBACKS: PERMIT#BUTTE COUNTY PMENT SERVICES FRONT: 20' REVIEWED FOR INTERIOR SIDE: 25' CODE COMPLIANCE STREET SIDE: 20' DATES REAR: 25' EXEMPT FROM 300' AG BUFFER PER ROBERT C. HILL JULY 13, 2016 MAXIMUM HEIGHT: 35' PROJECT DESCRIPTION THE PROJECT CONSISTS OF A CHANGE OF USE FROM A PREVIOUSLY PERMITTED AG EXEMPT BUILDING TO A RESIDENCE. THE BUILDING WAS BUILT AND PERMITTED IN 1999. IT IS A POST AND BEAM STRUCTURE WITH STEEL STRAP BRACING AND STRAW BALE INFILL. THE ROOF IS HAND FRAMED RAFTERS WITH STANDARD FLOOR JOISTS OVER PIER FOOTINGS PER EXISTING FRAMING PLANS. THE STRUCTURAL SYSTEM WILL BE MODIFIED BY ADDING PRE - MANUFACTURED SHEAR WALLS AND A CONTINUOUS FOOTING BELOW THE EXTERIOR WALL AND DECK PERIMETER. ALL ELECTRICAL AND PLUMBING WILL BE BROUGHT UP TO CURRENT CODE. A NEW FORCED AIR HVAC SYSTEM WILL BE INSTALLED. A FIRE SUPPRESSION RESIDENTIAL SPRINKLER WILL BE ADDED TO THE BUILDING AND IS A DEFERRED SUBMITTAL. SIDEeF TI IE BUILDING.TI Ir ISI-r!`I IrN LOCATION Wnl I BE REVISED rLY1 PE-11THE IL r nl n nlr 1VJ. THERE WILL BE A NEW FULL BATH ADDED UPSTAIRS. PG&E SERVICE HAS BEEN BROUGHT TO THE BUILDING. CHAPTER 7A URBAN WILDLAND INTERFACE DOES NOT APPLY TO THIS PROJECT. APPROVALS DATA THE FOLLOWING CODES ARE APPLICABLE TO NEW PORTIONS OF THIS PROJECT: 2013 CALIFORNIA BUILDING CODE (CBC) 2013 CALIFORNIA RESIDENTIAL CODE (CRC) 2013 CALIFORNIA MECHANICALHANICAL CODE (CIVIC) 2013 CALIFORNIA PLUMBING CODE CPC 2013 CALIFORNIA ELECTRICAL CODE (CEC) 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA FIRE CODE � /� 3010 -10'-0" 4'-0" 10'-0" — - 5'-6" 3020 3020 3020 3020 3010 30 10 3020 3020 3020 3020 3010 5'-6" 5'_6 ----- - - -- 10'-0" _._� - 4'-0" -�-- -- 5'_0" - —� 4'-0" 1\ 10'-0" — \— - 51.611 I \—ROOF O.H. TYP. AS -BUILT UPPER FLOOR PLAN I o - : BEDROOM DN Et FAMILY i = - r - Ii' li I ---3040 I n Scale: 1/4P' i&_0' iig BUTTE COUNTY DEVELOPNT SERVICES PE1�N �1�ERCS CODE CON11_LIA DATE 7- 44'-0" PLAN LEGEND =� (E) 11/2" LIME CEMENT PLASTER o/ 24" STRAW BALE WALL w/ #6 BARS @ 24" �X\ WINDOW SYMBOL \� 5 ox. VERT & #6 STAPLES @ CORNERS w/ 4x6 POSTS WHERE SHOWN ON PLAN C 'sh o/ 11/2" LIME CEMENT PLASTER DOOR SYMBOL t Hyla H r X DETAIL # -- _ (E) 11/2" LIME CEMENT PLASTER o/ 24" STRAW BALE WALL w/ #6 BARS @ 24" --- AR ox. VERT & #6 STAPLES @ CORNERS w/ 4x6 POSTS WHERE SHOWN ON PLAN ' –SHEET # o/ 20 FURRED INTERIOR PARTITION o/ 3/8" GYP. BD. <; S 2x6 PARTITION WALL —� _ 20 PARTITION WALL CT 3010 -10'-0" 4'-0" 10'-0" — - 5'-6" 3020 3020 3020 3020 3010 30 10 3020 3020 3020 3020 3010 5'-6" 5'_6 ----- - - -- 10'-0" _._� - 4'-0" -�-- -- 5'_0" - —� 4'-0" 1\ 10'-0" — \— - 51.611 I \—ROOF O.H. TYP. AS -BUILT UPPER FLOOR PLAN I o - : BEDROOM DN Et FAMILY i = - r - Ii' li I ---3040 I n Scale: 1/4P' i&_0' iig BUTTE COUNTY DEVELOPNT SERVICES PE1�N �1�ERCS CODE CON11_LIA DATE 7- 44'-0" 4'-6" ----- - ------ ----13'-0" - 6'-9" ------ 1 KITCHEN l y—_BEAM ABOVE \—LINE OF LOFT ABOVE —RIDGE ABOVE PORCH -- 8,4'— --- - -- 11'-9" ---- -- - -- 41.6" 8'-0" AS -BUILT LOWER FLOOR PLAN Scale: 1/4"=1'-0" 1�1- — _� ROOF O.H. TYP. \ pE C VL/Fp C 'sh t Hyla H r oe e e 3. .19 � o AR N CT Ln CT U O ' U a W y L �O CO Ol V) O ' z o Q fV I J � � O O U z o u O Q J I N Ln z O OY :D �U v O CO C:O w cc 01 U LA U C f6 -CQ Q -� U co J U LY 61 2017 RESUBMITTAL SET of 12 II I ! I, II I� III I I I IIS' I l SIMPSON 1212TTYP . WHERE SHOWN (BOTH SIDES) I I I I SIMPSON 1212L TYP. WHERE SHOWN (BOTH SIDES) CS16 CORNER BRACING FROM TOP 2x6 WALL 0 1/2" PLY o/ 2x6's @ 24" o.c. TYP. OF POST TO BOTTOM OF RIM JOIST TYP. WHERE SHOWN 12 STRAWBALE WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS 4x6 POST WHERE SHOWN 2x6 BOX BEAM TOP PLATE 2x6 WALL 1/2" PLY o/ 2x6's @ 24" o.c. TYP. STRAWBALE WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS 4x6 POST WHERE SHOWN 2x6 BOX BEAM TOP PLATE CS16 X BRACING FROM TOP OF POSTS TO BOTTOM OF RIM JOISTTYP. WHERE SHOWN CS16 STRAP POST TO RIM JOIST WHERE SHOWN SIMPSON 1212L TYP. WHERE SHOWN I' I II I I 6x6 POST @ EA. CORNER OF - - FLOOR FRAMING (@ RIM JOIST CONNECTION) TYP. �I WOOD STOVE VENT ETAL ROOFING o/ 3/4" PLY o/ 2x12 RAFTERS @ 24" o.c. T 1 1; f jl T I illi � III I! I I I I I I I I II I I �i T III ! l 11 l l 4x12 CONT. TOP PLATE I I iI I SIMPSON 1212LTYP. WHERE SHOWN(BOTH SIDES) ) I� I I I I�!II i III li'li IIII � III ,� i I i� !IIS ill 11 jl I Ii �I I —4x POST TYP. WHERE SHOWN !I,I� II I I. I IIII; I' ',IIII III � I I li II I I I'I I I li l i l II _ I I 13 0. �►1Z0" PLATE El 1111 �00: �'HEADER METAL ROOFING o 3/4" PLY o/ l 1�! � 2x6 RAFTERS @ 24" o.c. g'-0" F FLR - - - ----- - - - -- - -- - `TO SLA TE l (2) 2x6 PERIMETER BEAM w/44 I I POSTS SANDWICHED BETWEEN TYP. 2x4 BOX BEAM HEADER w/ 44 BEAM @ EXTERIOR o/ STRAW BALE WALLS (NON -GABLE WALLS) TYP. T 3/4" PLY o/ 2x10 JOISTS @ 24" o.c. y UPPER FLOOR FRAMING TYP. 2x6 DECK JOISTS @ 24" o.c. TYP. nl 7'17 �I IIS 0 L --- —� I' F. FLR. ! .id 1 I II El iII T� NORTH FRAMING ELEVATION (AS -BUILT) SCALE: 1/4"=1'-0" WEST FRAMING ELEVATION (AS -BUILT) SCALE: 1/4"=1'-0" 2x6 WALL 1/2" PLY o/ 2x6's @ 24" o.c. TYP. STRAWBALE WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS 4x6 POST WHERE SHOWN 2x6 BOX BEAM TOP PLATE UKAUt WOOD STOVE VENT— KING POST 6x12 HEADER 6x6 POST 6x12 CONT. TOP BEAM '— I' I' 'I 2' ROUND COBBLE PIERS WHERE SHOWN ,'GRADE 6x18 RIDGE BEAM 6x12 HEADER 6x12 CONT. TOP PLATE SIMPSON 1212TTYP. WHERE SHOWN (BOTH SIDES) 12 3 METAL ROOFING o/ 3/4" PLY o/ 2x6 RAFTERS @ 24" o.c. -- ANGLE BRACING @ 4x POST TO DBL 2x6 PORCH BEAM I I I CS16 CORNER BRACING FROM TOP - _ - - -- -- OF POST TO BOTTOM OF RIM JOIST TYP. WHERE SHOWN_—_ In -- - 2x6 DECK JOISTS @ 24" o.c. TYP. 4x12 GIRDER 2x12 BRACING GIRDER TO FLOOR JOISTS WHERE SHOWN (SEE FLOOR FRAMING PLAN) -- —�' T - - — EAST FRAMING ELEVATION (AS -BUILT) SCALE: 1/4"=1'-0" SOUTH FRAMING ELEVATION (AS -BUILT) SCALE: 1/4"=1'-0" 712'-OLATE HEADER i FLR TOP PLATE F. FLR. ,4'-0"_ GRADE 2x12 RAFTERS @ 24" o.c. 4_13'_0" — �I T..O�.P�L�ATE ;HSC' EA;ER —4x12 CONT. TOP BEAM 4x12 CONS . TOP PLATE . 4►9_-- " �'F1FLR WL i TOP PLATE \—SIMPSON �212LTYP. WHERE SHOWN (BOTH SIDES) 4x POSTTYP. WHERE SHOWN CS16 X BRACING FROM TOP OF POSTS TO BOTTOM OF RIM JOIST TYP. WHERE SHOWN CS16 Post TO RIM JOIST TYP. WHERE SHOWN F. FLR.. — 2x10 FLOOR JOISTS & RIM JOIST TYP. i — 4x12 GIRDER TYP. —2' ROUND ICOBBLE PIERS WHERE SHOWN ,- -All 'GRADE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICE EVIEA/ED FOR CODE COMPLIANCE DATE1 '� �� ElY �1OF CALIF 3 1 Hyl H i Y er -Y lJT l ne .31.19 D ARCN� � N CTI GI iw U O • U H U 1 1� 9 1� O 0 V O z N O qt O Q i 4- O W J M W J D 4- � O E Ln z b O D U U CO ca W Ol . W ~ (� Q U c:0 a -CZ) u m JULY 6, 2017 RESUBMITTAL SET of 12 N 4x4 POSTS o/ 10" DIA. CONC. PIER w/ PBS44 TYP. / 6x6 PIER BLOCK BELOW POST RESTING ON GROUND TYP. @ CORNERS SIMPSON H2.5R @ EA. JOIST TO GIRDER TYP. -ONE SIDE SINGLE RIM JOIST @ FLOOR FRAMING TYP. JOIST HANGERS TYP. MAIN FLOOR FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" ---------- IJ e�o� - ,oma ----_-11 -------- 11 -- -1 ----- - --- — --- _ -- i3/4" PLY. o/ 2x10 JOISTS @ 24" ---- _- TOP BEAM - -- 4x CON . TOP E EAM ne 13.31.19 % 412 CONT. T BEA DN tj 16R 4x10 BEAM (BM 3) BELOW FLOOR FRAMING 6x18 RIDGE BEAM ABOVE (BM 1) 6X12 BEAM BELOW FLOOR FRAMING _ — 4x FRAMED BRACE POSSIBLE 6x6 DRAG STRUT BOX BEAM TOP PLATE w/ 4x4 BEAM @ EXTERIOR EDGE TYP. pq LF � I �� CT ------ - — Ll �A U O ----- - - - - ------ - I� - - /� TYP. --- - 4x6 POSTS !CONT. FROM FI OOR FRAMING TO COI � NT. BE IM ABV. 2x6 RAFTERS @ 24' o.c. T P. (BM 6) N q1___P0STS_OCCUR­A10VE7)P-- B -OCKING BET EEO S W ERE -------- w Lo p I O N z O \ U P #KC 46 TYP BEAM TO COBBLE PIE (V z o L L' 4-; z O � � N •N j\ Q 4 12 GIR ER TY . (BM ) < toU OU 0 V m = rn w `D u� N Q CU c -I U [o j JULY 6, 2017 -- -- ------ RESUBMITTAL SET Qo �� m �Q o F;x� RIDGE aE.Am RM " DIA. CONC. FIER z _�__1 ix X N � X 10 2' SQ. RADW ERE SH WN RAFTE IS NOTCHED " & RE VIAINING RAFTE I BEAR ON RI GE BE M TY i FrT METAL ROOFING o/ 2 LAYERS PAPER o/ 3/4" PLY o/ - - - 2x12 HAND FRAMED RAFTERS (BM 4 @ 24" o.c. TYP. N r -I lfl CONT. TOP B 1x12 C BRACES (GI DER To JOIST) WHERE SHO N BEA M 4x CON . TOP I EAM 2 12 ANGLE -- -- - - � --- J 26 D EUK-JOISI S TO RI JO ISI -TYP— - -- - - - - ------ --Lt - - --- -- -- ---- ---- — ---2;,,10@ 4" o.c. 2x1 BLOCK NG @,. 4" o.c. - _ 1 11 1 11 ,j 1011 -- 1 --- - ---- -- 1 0 0 --- � —2x6 @ 2411 Q• c. TYP (BM 8 ( ) 1-0 ) -- 1 11 0 1 011 � -- - -- - 101 011 - - i --- - -- --- MAIN FLOOR FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" UPPER FLOOR FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" i 441-011— 1 51-611 �� 4'-0" 26 -611 SIM PSON 1212L POST TO RIM @ FLOOR SIMPSON 1212T Pi BELOW & TO 6x12 BEAM @ SECOND BELOW & (2) TO 6, STORY TOP PLATE TYP. @ CORNER POSTS STORY TOP PLATE CS16 X BRACING CS1 0 iD CS16 X BRACIN 0 �i --i wl_r JYl IV 1 VJ1 """w YY 1212T BEAM TO POST ABOVE 2'-6" �'k— 5'-6" 6'-0" 1212T BEAM TO POST BELOW 1212T BEAM TO POST ABOVE h x12 BEAM ABV. - -.._1 L:� O o 7,111 co C Lf STRAP OR T @ INSIDE TYP. GABLE WALLS --- - _ 7_7_1 r 1212L BEAM TO POST BELOW 4 o _ C 0 #6 REBAR STAPLES— ►n TYING STRAW BALE LIFTS @.,i'r� (CORNERS TYP. -- '.'i 'r:.', ; .��,, I� I ,;�� ....,. ��V I ,�d`� I •,II,Vi i �� ��. V �� --- - - - - �!.�� 1 _: 3040 1 _-4036 - - 4036— V —3040 I l :�� CS16 ANGLE CS16 X BRACING CS16 X BRACING 0 BRACING #6 REBAR VERT. @ 24" o.c. THRU BALES INTO SILL TYP. 6'-9" 6'-9" 7'-0" 7'-0" 7'-0" 7'-01 J 7'-11" 6'-0" 6'-6" �'k 3'-0" 8'-3" � 4'-0" J 12'-9" J 3'-0" 6'-6" J 6'-0" FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" 4x4 ANGLE BRACING WHERE SHOWN (HATCHED) 2x8 LEDGER TYP. (2) 2x6 PERIMETER BEAM (BM 7) w/ 4x4 POSTS SANDWICHED BETWEEN TYP. 4x4 ANGLE BRACING WHERE SHOWN (HATCHED) 4x6 OUTLOOKERS WHERE SHOWN 2x8 FASCIA TYP.—_ H1 @ EA. RAFTER TO TOP BEAM TYP. �A35 @ EA. BLOCK TO TOP BEAM TYP. :�\ PERMIT # 8UTTE COUNTY DEVELOPMENT SERVICES R; ViEkNED X01 CODE CON,AP L.I ANC DATE %-Zp�ll EiY ---------- IJ e�o� - ,oma ----_-11 -------- 11 -- -1 ----- - --- — --- _ -- i3/4" PLY. o/ 2x10 JOISTS @ 24" ---- _- TOP BEAM - -- 4x CON . TOP E EAM ne 13.31.19 % 412 CONT. T BEA DN tj 16R 4x10 BEAM (BM 3) BELOW FLOOR FRAMING 6x18 RIDGE BEAM ABOVE (BM 1) 6X12 BEAM BELOW FLOOR FRAMING _ — 4x FRAMED BRACE POSSIBLE 6x6 DRAG STRUT BOX BEAM TOP PLATE w/ 4x4 BEAM @ EXTERIOR EDGE TYP. pq LF � I �� CT ------ - — Ll �A U O ----- - - - - ------ - I� - - /� TYP. --- - 4x6 POSTS !CONT. FROM FI OOR FRAMING TO COI � NT. BE IM ABV. 2x6 RAFTERS @ 24' o.c. T P. (BM 6) N - - - N - w Lo p I O UPPER FLOOR FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" i 441-011— 1 51-611 �� 4'-0" 26 -611 SIM PSON 1212L POST TO RIM @ FLOOR SIMPSON 1212T Pi BELOW & TO 6x12 BEAM @ SECOND BELOW & (2) TO 6, STORY TOP PLATE TYP. @ CORNER POSTS STORY TOP PLATE CS16 X BRACING CS1 0 iD CS16 X BRACIN 0 �i --i wl_r JYl IV 1 VJ1 """w YY 1212T BEAM TO POST ABOVE 2'-6" �'k— 5'-6" 6'-0" 1212T BEAM TO POST BELOW 1212T BEAM TO POST ABOVE h x12 BEAM ABV. - -.._1 L:� O o 7,111 co C Lf STRAP OR T @ INSIDE TYP. GABLE WALLS --- - _ 7_7_1 r 1212L BEAM TO POST BELOW 4 o _ C 0 #6 REBAR STAPLES— ►n TYING STRAW BALE LIFTS @.,i'r� (CORNERS TYP. -- '.'i 'r:.', ; .��,, I� I ,;�� ....,. ��V I ,�d`� I •,II,Vi i �� ��. V �� --- - - - - �!.�� 1 _: 3040 1 _-4036 - - 4036— V —3040 I l :�� CS16 ANGLE CS16 X BRACING CS16 X BRACING 0 BRACING #6 REBAR VERT. @ 24" o.c. THRU BALES INTO SILL TYP. 6'-9" 6'-9" 7'-0" 7'-0" 7'-0" 7'-01 J 7'-11" 6'-0" 6'-6" �'k 3'-0" 8'-3" � 4'-0" J 12'-9" J 3'-0" 6'-6" J 6'-0" FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" 4x4 ANGLE BRACING WHERE SHOWN (HATCHED) 2x8 LEDGER TYP. (2) 2x6 PERIMETER BEAM (BM 7) w/ 4x4 POSTS SANDWICHED BETWEEN TYP. 4x4 ANGLE BRACING WHERE SHOWN (HATCHED) 4x6 OUTLOOKERS WHERE SHOWN 2x8 FASCIA TYP.—_ H1 @ EA. RAFTER TO TOP BEAM TYP. �A35 @ EA. BLOCK TO TOP BEAM TYP. :�\ PERMIT # 8UTTE COUNTY DEVELOPMENT SERVICES R; ViEkNED X01 CODE CON,AP L.I ANC DATE %-Zp�ll EiY 2x BLOCKING BETWEEN RAFTERS ROOF FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" 4x1 CONT. TOP BEAM 4x CON . TOP E EAM ne 13.31.19 % 412 CONT. T BEA 00 CT �A U O ' U H N U w Lo p O N z O Q J � � (V z o L L' 4-; z O � � N •N j\ Q LL J 4 N a) � z 0 v 0) Z:) < toU OU 0 V m = rn w `D u� N Q CU c -I U [o JULY 6, 2017 RESUBMITTAL SET Qo �� m �Q o F;x� RIDGE aE.Am RM z ix X N � X RAFTE IS NOTCHED " & RE VIAINING RAFTE I BEAR ON RI GE BE M TY FrT METAL ROOFING o/ 2 LAYERS PAPER o/ 3/4" PLY o/ 2x12 HAND FRAMED RAFTERS (BM 4 @ 24" o.c. TYP. N r -I lfl CONT. TOP B 1x12 C NT. TIC 4x1 BEA M 4x CON . TOP I EAM 2x BLOCKING BETWEEN RAFTERS ROOF FRAMING PLAN (AS -BUILT) SCALE: 1/4"=1'-0" Of CAL 20 In er Ct ne 13.31.19 % Ep ARCH 00 CT �A U O ' U H U w Lo p O z O Q J � � (V z o L L' 4-; z O � � N •N j\ Q LL J 4 N a) � z 0 v 0) Z:) < toU OU 0 V m = rn w `D u� cn Q Q CU c -I U [o JULY 6, 2017 RESUBMITTAL SET NEW +42" RAILING AT --- DECK TYP. LATERAL BRACES PER PLAN NEW 6x6 POSTS THROUGHOUT o j n NEW +42" RAILING AT— -___7_-1 DECK TYP. NEW HANDRAIL j NEW STAIRS CONC. LANDING O o� I _-..._ .._._. .._. _.____-.-___. ..____ _._... _... __._.. _- -' .. ..... ... .. ...... -_... I 11 � - --- -- - /1 44 -0 ` -- -- 5'-611 - - - 10'-011 _ _ - - 4'_0" ---�� - T-011 4'-011 A 3010 - -- - - 3020 0 \ 77> 3020 Oj - 3020 -OJ --3020 0 j ORA -- O4 - -- - --- - - - -- - -- - _ -- - L' -- --- - - ". 2650- V 650 - F- � V INSUL W o -LINE OF 5'-0" MIN. HEAD HEIGHT -_ @ WA (n In _ _ Ov�-- U---FLOOR BEAM BELOW; LOFT _ O 00 N BEDROOM a tL tr -----� -- BEDROOM O M r -I - LINE OF 5'-0" MIN. HEAD HEIGHT TOP OF STRAW BALE WALL BELOW - - - -- - - _ - - - - - ♦ _ - - -\ - - - _ 2650- — — — 2650 CLOSET CLOSET 30100 30200 30200 30200 30200 30100 - _ 1 " _-- - I " ___ 1 " — _ 1 " - 5'-611-___ -- -� - _ - --10'-0" - �----- 4'_0" � - - 5 -0 � 4'-0" � _ _----10 -0 �-- 5 -6 PROPOSED UPPER FLOOR PLAN \-ROOF O.H. TYP. - (NEW _RESTROOM, NEW CLOSETS, STORAGE, NEW WATER HEATER CLOSET, NEW BEDROOM EGRESS WINDOWS) SCALE: 1/4"=1'-0" WINDOW SCHEDULE SYM. TYPE SIZE R.O. DESCRIPTION O) SINGLE HUNG 30x66 2 1/4" SINGLE HUNG, EXISTING BGLIDER HINGED 36X48 13/8" GLIDER, EXISTING oc GLIDER 48x48 13/8" GLIDER, EXISTING DS. G. D. 72x80 13/8" SLIDING GLASS DOOR, EXISTING OE SINGLE HUNG 48x72 13/8" SINGLE HUNG, EGRESS, NEW OSINGLE HUNG 30x42 13/8" SINGLE HUNG, EXISTING 1 (,' GLIDER 8460 13/8" GLIDER, EGRESS, NEW OGLIDER HINGED 36x12 13/8" GLIDER, EXISTING OGLIDER 36x24 fil GLIDER, EXISTING 0 FIXED 36x24 - FIXED, EXISTING Y\ 1 GLIDER 7208 - GLIDER, EGRESS, NEW S.G.D. 96x80 1� dBIRt6 DOOR -NEW -ALL (E) WINDOWS TO REMAIN BUT O C (K) WHICH ARE NEW, MEET EGRESS AND MEET 2013 CRC SECTION R327. DOOR SCHEDULE APPROVE ALL NEW DOORSOWNER TO SELECT & SYM. TYPE SIZE TH. DESCRIPTION 1 ENTRY 36x80 2 1/4" INSULATED, DEADBOLT, EXISTING 2 HINGED 30x80 13/8" PRIVACY, EXISTING 3 BI -PASS 48x80 13/8" BI -PASS, EXISTING 40 BBI -PASS 48x60 13/8" BI -PASS, EXISTING 5 BARN 30x80 13/8" BARN DOOR HARDWARE, NEW C6� HINGED 30x60 13/8" HINGED, NEW 7 BI -FOLD 30x60 13/8" BI -FOLD, NEW C8� HINGED 30x60 13/8" HINGED, SELF-CLOSING, GASKETED, NEW PLAN LEGEND (� WINDOW SYMBOL (E) 11/2" LIME CEMENT PLASTER o/ 24" STRAW BALE WALLw/ #6 BARS @ 24" o.c. VERT & #5 STAPLES @ CORNERS w/ 4x6 POSTS WHERE SHOWN ON PLAN Oo/ X DOORSYMBOL ov 11/2" LIME CEMENT PLASTER °o.v X. 1, DETAIL # (E) 11/2" LIME CEMENT PLASTER o/ 24" STRP W BALE WALL w/ #6 BARS @ 24" o.c. VERT & #6 STAPLES @ CORNERS w/ 4x6 POSTS WHERE SHOWN ON PLAN X* SHEET # o/ 2x4 FURRED INTERIOR PARTITION o/ 3/8" GYP. BD. 2x6 PARTITION WALL 2x4 PARTITION WA L NS (N) INSULATED 2x4 PARTITION WALL 3 -- - - - - - - - - - - - - 44'-011 - - - - - - - - - - - - 61.011 - - - - T-611 \ --- - - 12'-3" -- - ---__.__ 41.611 11 - \ - -13'-0 - �- - -- 61.911 --------- 61.011 (E) ROOF O.H. TYP. A I - ----- NS/NEW 6x6 POSTS THROUGHOUT 7 (NEW) EGRESS & CRC R327 F - — — I4036 li ?I, �,un11 I I� N) HFX-24x8 )��II, WOOD SHEAR - - -- - -- --- - - - -- --- - -. 1 (PANELS w/ 1 1/8- � ___ � - ,--- --_ - : _ --- � -- STD -14-203 3 ANCHORS TYP. -- 00 w _ _— 0O — I BATH - U' -. - ---- - LOFT BEAM r C ABOVE � I ; —_ KITCHEN = BEDROOM NEW SALTILLO TILES THROUGHOUT SKOWE _COMMON SPACES TYP. -= ' I i 2668 I ---- � LINE OF LOFT ABOVE I = _ RIDGE ABOVE 1O BEAM ABOVE -- �D71 J _ 2668 I r \ I I I I II -- (E) STAIRWAY U { ►- - - �I _ j j N 7R 1O to ys NEW SALTILLOI TILES THROUGHOUT FAMILY COMMON SPACES TYP. I � A I H- ► - - -► NEW SALTILLO TILES THROUGHOUT E ^1 COMMON SPACES TYP. ( )ANDRAIL----- j j u (E) NON-COMBUSTIBLE SURFACES BELOW FAMILY I� - AND BEHIND FIREPLACE TO REMAIN --Kim NEW SALTILLO TILES THROUGHOUT COMMON SPACES TYP. j f WOODSTOVE - r' UP (N) EPA II CERTIFIED WOOD STOVE - -- ► �, -INSTALL PER MFR'S 14R ` = RECOMMENDATIONS j _ - - -- - -- -- I (N) HFX 24x8 WOOD SHEAR I Y, �(� �il PANELSw/11/8- � � �� I II I i I 6 y Y I 1 I ,�, �,, 4 r �V 1 � � 11� 1 - - I _ I 1 I =-304 -_� � ` 1 �-, ' ' - 6--� � = I '' � �, r , � ;' ; I; Il; ', Ir- - -h, I �I I � STD -14-20 `4036 3040 ANCHORS TYP. I c I -1 I 1 I --- --- --- -- --- -- -- -- -- -- - - -- -- --- - OAC --- -- -- - Fj _ I� 1 11 1 11 --- _---___-- `�---------�--_____OI_oll._.._._--�-------�---..------._.-----------11'-\--.----4'-611._...--\\---- -- i PROPOSED LOWER FLOOR PLAN _(SHEAR PANELS, NEW EXTERIOR STAIRS AND LANDING, NEW DECK RAILING, BEDROOM EGRESS WINDOW) SCALE: 1/4"=1'-0" J PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIE-MED FOR CODE COMPLIANCE DATE 2-2D" ? BY e2t- NEW DECKING THROUGHOUT TYP. LATERAL BRACES PER PLAN NEW HANDRAIL NEW STAIRS & CONC. LANDING ov n ov °o.v EO ARCN� NEW RAILING AT DECK TYP. -) n R a13.31.19 EO ARCN� U � O ' U fil 1� O l0 z O I Q O N � I O O O L ; z LL c:� Q D N — Na u' N z ayE O tL0 �V U O p a. O � w Dl I 0 U c : Q U co JULY 61 2017 RESUBMITTAL SET (E) SIMPSON 1212TTYP. WHERE SHOWN (BOTH SIDES) (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH SIDES) - (E) CS16 X BRACING FROM TOP OF POSTS TO—\ BOTTOM OF RIM JOIST TYP. WHERE SHOWN (E) CS16 CORNER BRACING FROM TOP OF POST TO BOTTOM OF RIM (E) 2x6 UPPER WALL JOIST TYP. WHERE SHOWN 1/2" PLY o/ 2x6's @ 24" o.c. TYP. (E) CS16 STRAP POST TO RIM JOIST WHERE SHOWN NEW 6x6 PORCH POST THROUGHOUT (E) STRAW BALE LOWER WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER (N) +42" GUARDRAIL @ DECK #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS 4x6 POST WHERE SHOWN (N) STAIRS w/ HANDRAIL 2x4 BOX BEAM TOP PLATE (E) SIMPSON 1212LTYP. WHERE SHOWN (N) NON-COMBUSTIBLE SKIRT AROUND DECK TYP. r (N) LANDING @ STAIRS (N) PERIMETER FOOTING PER PLAN (E) 2x6 UPPER WALL 1/2" PLY o/ 2x6's @ 24" o.c. TYP. (E) STRAW BALE LOWER WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER - #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS 46 POST WHERE SHOWN 2x4 BOX BEAM TOP PLATE N HFX-24x8 WOOD SHEAR PANELS (HATCHED) TYP.— (N) YP.— (N) NON-COMBUSTIBLE— SKIRT AROUND DECK TYP. (E) NATURAL GRADE ---\ 12 6 (N) EGRESS WINDOW MEETING CRC R327 REQUIREMENTS (E) METAL ROOFING o/ 3/4" PLY o/ 2x12 RAFTERS @ 24" o.c. (E) 4x12 CONT. TOP PLATE (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH SIDES) (E) 4x POST TYP. WHERE SHOWN -4'-0" 'NATURAL GRADE (E) 6x18 RIDGE BEAM (E) 6x12 HEADER (E) 2x12 RAFTERS @ 24" o.c. T O.PLATE 12 4' HEADER HEADER (E) 4x12 CONT. TOP BEAM (E) SIMPSON 1212TTYP. WHERE -- (E) 412 CONT. TOP PLATE SHOWN (BOTH SIDES) 12 _ - - - {i► 9'-0 - - - f _ _ (j f 'rp F. FLR j r t I F. FLR 3 - . - - IT -1 -- -- — �� PLATE -��_ O P r . iT (E) SIMPSON 1212LTYP. I- T - TOP PLATE METAL ROOFING o/ 3/4" PLY o/ WHERE SHOW 2x6 RAFTERS @ 24" o.c. - - - 0TH SIDE S) N (B t (N) 6x6 PO -_ •�. �:�-::- - - - ST WHERE SHOWN ! , RACING 6x POST I N ANGLE 6 BL 2x PORCH BEAM TO D 6 - - TOP - FROM 0 _ 1 XB RACING 0 ACING FROM %'_ . _ _ I OF POSTS TO BOTTOM OF RIM CORNER BR _ JOIST TYP. WHERE SHOWN ! TOP OF PO O CS16 POST T ST TO BOTTOM OF RIM _ II l 1 I' k✓Ir " ;I 7� JOIST TYP. WHERE SHOWN _ !I RIM ' II I E O i I I I I II it II -. ----- � - .. .- - -—_i - - -- -- i JOIST TYP. WHERE SHOWN N) HFX-24x8WOOD SHEAR PANEL TYP. ,„ 'F. FLR. d F. FLR. (N) +42" GUARDRAIL @ DECK (N)NON-COMBUSTIBLE --- __ _------- -- 2x6 DECK JOISTS @ 24" o.c. TYP. E --- - SKIRT AROUND DECK TYP. - - - -- 1 r _ - — — --- — - - _ (N) STAIRS w/ HANDRAIL _----___- _ _ _- — (E) NATURAL GRADE _ --f—I,4' 0 NATURAL GRADE : NATURAL GRADE PROPOSED WEST FRAMING ELEVATION PROPOSED EAST FRAMING ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" (E) 4x12 CONT. TOP PLA' (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH' (E) 4x POST TYP. WHERE METAL ROOFING o/ 3/4' RAFTERS @ 24" o.c. (E) 2x6 WALL (E) 2x4 BOX BEAM HEAE 1/2 PLY o/ 2x6's @ 24 o.c. TYP. BEAM @ EXTERIOR o/ S' WALLS (NON -GABLE WF (E) 3/4" PLY o/ 2x10 J01`. UPPER FLOOR FRAMINC (E) STRAWBALE WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER TO DBL 2x6 PORCH BEA ANGLE BRACING @ I #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS TO 4x6 POST WHERE SHOWN (N) 6x6 POSTS SANDWI( 20 BOX BEAM TOP PLATE (N) (2) 2x6 PERIMETER I (E) CS16 X BRACING FRC BOTTOM OF RIM JOIST' 2x6 DECK JOISTS @ 24" PROPOSED SOUTH FRAMING ELEVATION SCALE: 1/4"=1'-0" (E) METAL ROOFING o/ 3/4" PLY o/ 2x12 RAFTERS @ 24" o.c. (E) SIMPSON 1212TTYP. WHERE SHOWN (BOTH SIDES) (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH SIDES) HERMIT OUTTE COUNTY DEVELOP"JfENT SERVICES FIEVI FEWER FOR CODE CUMPLIANCE OATE 7-;Z o -/ 7 BY (E) CS16 CORNER BRACING FROM TOP OF POST TO BOTTOM OF RIM JOIST TYP. WHERE SHOWN (N) HFX-24x8 WOOD SHEAR PANELS TYP. (N) +42" GUARDRAIL @ DECK (N) STAIRS w/ HANDRAIL (E) CS16 STRAP POST TO RIM JOIST WHERE SHOWN (N) NON-COMBUSTIBLE SKIRT AROUND DECK TYP. (N) LANDING @ STAIRS CA lVf.Fis er 3.31.19 ARC , T.O.PLATE HEADER METAL ROOFING o/ 3/4" PLY c/ 2x6 RAFTERS @ 24" o.c. — F. FLRB, 2 TOP PLATE (N) (2) 2x6 PERIMETER BEAM w/ (N) 6x6 V) POSTS SANDWICHED BETWEEN TYP. (E) 2x4 BOX BEAM HEADER w/4x4 BEAM @ EXTERIOR o/ STRAW BALE WALLS (NON -GABLE WALLS) TYP. (E) 3/4" PLY o/ 2x10 JOISTS @ 24" o.c. UPPER FLOOR FRAMING TYP. (N) HFX-24x8 WOOD SHEAR PANELS (HATCHED) TYP. - 'F. FLR. o 771' li ! 2x6 DECK JOISTS @ 24" o.c. TYP. -4'-0" 'NATURAL GRADE (E) 6x18 RIDGE BEAM (E) 6x12 HEADER (E) 2x12 RAFTERS @ 24" o.c. T O.PLATE 12 4' HEADER HEADER (E) 4x12 CONT. TOP BEAM (E) SIMPSON 1212TTYP. WHERE -- (E) 412 CONT. TOP PLATE SHOWN (BOTH SIDES) 12 _ - - - {i► 9'-0 - - - f _ _ (j f 'rp F. FLR j r t I F. FLR 3 - . - - IT -1 -- -- — �� PLATE -��_ O P r . iT (E) SIMPSON 1212LTYP. I- T - TOP PLATE METAL ROOFING o/ 3/4" PLY o/ WHERE SHOW 2x6 RAFTERS @ 24" o.c. - - - 0TH SIDE S) N (B t (N) 6x6 PO -_ •�. �:�-::- - - - ST WHERE SHOWN ! , RACING 6x POST I N ANGLE 6 BL 2x PORCH BEAM TO D 6 - - TOP - FROM 0 _ 1 XB RACING 0 ACING FROM %'_ . _ _ I OF POSTS TO BOTTOM OF RIM CORNER BR _ JOIST TYP. WHERE SHOWN ! TOP OF PO O CS16 POST T ST TO BOTTOM OF RIM _ II l 1 I' k✓Ir " ;I 7� JOIST TYP. WHERE SHOWN _ !I RIM ' II I E O i I I I I II it II -. ----- � - .. .- - -—_i - - -- -- i JOIST TYP. WHERE SHOWN N) HFX-24x8WOOD SHEAR PANEL TYP. ,„ 'F. FLR. d F. FLR. (N) +42" GUARDRAIL @ DECK (N)NON-COMBUSTIBLE --- __ _------- -- 2x6 DECK JOISTS @ 24" o.c. TYP. E --- - SKIRT AROUND DECK TYP. - - - -- 1 r _ - — — --- — - - _ (N) STAIRS w/ HANDRAIL _----___- _ _ _- — (E) NATURAL GRADE _ --f—I,4' 0 NATURAL GRADE : NATURAL GRADE PROPOSED WEST FRAMING ELEVATION PROPOSED EAST FRAMING ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" (E) 4x12 CONT. TOP PLA' (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH' (E) 4x POST TYP. WHERE METAL ROOFING o/ 3/4' RAFTERS @ 24" o.c. (E) 2x6 WALL (E) 2x4 BOX BEAM HEAE 1/2 PLY o/ 2x6's @ 24 o.c. TYP. BEAM @ EXTERIOR o/ S' WALLS (NON -GABLE WF (E) 3/4" PLY o/ 2x10 J01`. UPPER FLOOR FRAMINC (E) STRAWBALE WALL 24" RICE STRAW BALES w/ 11/2" LIME PLASTER TO DBL 2x6 PORCH BEA ANGLE BRACING @ I #6 BARS @ 24" O.C. VERT & #6 STAPLES @ CORNERS TO 4x6 POST WHERE SHOWN (N) 6x6 POSTS SANDWI( 20 BOX BEAM TOP PLATE (N) (2) 2x6 PERIMETER I (E) CS16 X BRACING FRC BOTTOM OF RIM JOIST' 2x6 DECK JOISTS @ 24" PROPOSED SOUTH FRAMING ELEVATION SCALE: 1/4"=1'-0" (E) METAL ROOFING o/ 3/4" PLY o/ 2x12 RAFTERS @ 24" o.c. (E) SIMPSON 1212TTYP. WHERE SHOWN (BOTH SIDES) (E) SIMPSON 1212LTYP. WHERE SHOWN (BOTH SIDES) HERMIT OUTTE COUNTY DEVELOP"JfENT SERVICES FIEVI FEWER FOR CODE CUMPLIANCE OATE 7-;Z o -/ 7 BY (E) CS16 CORNER BRACING FROM TOP OF POST TO BOTTOM OF RIM JOIST TYP. WHERE SHOWN (N) HFX-24x8 WOOD SHEAR PANELS TYP. (N) +42" GUARDRAIL @ DECK (N) STAIRS w/ HANDRAIL (E) CS16 STRAP POST TO RIM JOIST WHERE SHOWN (N) NON-COMBUSTIBLE SKIRT AROUND DECK TYP. (N) LANDING @ STAIRS CA lVf.Fis er 3.31.19 ARC , JULY 6, 2017 RESUBMITTAL SET of 12 V) o z o 0 N Q o J L O 4-J -0 z U.1 v C MQ to •N � Ln � z Lu 4- O s - O o-�cuQ0 U U 0���ou O a> C) uj U c:Ea, Q r U m JULY 6, 2017 RESUBMITTAL SET of 12 6x6 POST @ EDGE OF STAIRS SUPPORTING ROOF m 2x6 TOP RAIL TYP. 2x DECKING PER PLAN DECK JOISTS PER PLAN—► 11" 2X BLOCKING BETWEEN----- - - -- JOISTS TYP. 7- HOG WIRE OR SIMILAR I.L.U. BALUSTERS m OPENINGS <4" TYP. STAIR STRINGER HANGER z 6x6 POSTS PER PLAN TYP. 00o ~ PBS66 TYP. ° 2x12 STAIR CARRIAGE TYP. RAM SET P.T. 2x10 — o ° CONC. LANDING - 6x6 POST w/ PBS66 PIER &FOOTING � PER PLAN 00 FINISH GRADE - p p� \ v \ \ \ \ PER PLAN /\ / 1 EXTERIOR STAIRS SCALE: 1"=1'-0" CONT. 6x6 POST +� T 2x HANDRAIL TYP. - GUARDRAIL PICKETS w/ --- OPENINGS <4" TYP. z 6x6 POST @ EDGE OF--- STAIRS F STAIRS SUPPORTING ROOF it 2x BOTTOM RAIL TYP. 2x DECKING PER PLAN - I DECK JOISTS PER PLAN 2X BLOCKING BETWEEN ' .OISTS TYP. �, T7'/ 2x DECK FASCIA 6x6 POSTS PER PLAN TYP. T= NON-COMBUSTIBLE SKIRTING @ DECK EDGE w/ VENTING WHERE SHOWN ON PLAN I z o NOTE: ALL UNDER FLOOR VENTING TO BE 00 PBS66 TYP. - -- � FULLY COVERED WITH METAL WIRE MESH OR NON-COMBUSTIBLE MATERIALS WITH A MINIMUM OF 1/16" AND SHALL NOT 12" ROUND PIER - EXCEED 1/8" OPENINGS PER CRC R-327.7.6. Z FINISH GRADE —00I 5% SLOPE _ -- MIS EW.W##4W. YP. / • • •� \ /18" SQUARE.,/ 2 PORCH POST DECK EDGE SCALE: 1"=1'-0" (E) PLASTER FINISH TYP. -� > (E) 24" WIDE STRAW BALE WALL w/►�' 4x POSTS WHERE SHOWN ON PLAN FLASHING WHERE SHOWN E. N. DECKING TYP. 1 2" MIN. i (E) LEDGER w/ (N) 1/2"x3" -- -- LAGS @ 16" o.c. STAG'D J� JOISTS PER PLAN w/ SIMPSON LSU TYP. (N) 2x6 @ 24" o.c. CRIPPLE WALL �(E) RIM JOIST l� W/ 3/8" MIN. OSB PLY w/ 6" EDGE, A35 @ 48" o.c. 12" FIELD NAILING (E) FLOOR JOIST TYP. z �(N) P.T. 2x6 SILL PLATE w/ 1/2" E. N. x10" A.B.'s PER PLAN w/ 3" SQ. --ccoo —7'/ WASHERS. >i z . �N) 8" STEM WALL o/ 15"W FINISH GRADE 2' x 8" D FOOTING w/ #4 T&B SLOPE @ 5% AWAY \ 00 FROM BUILDING NATURAL GRADE i Xbo X\x\ v,v \ 15" WIDE 3 DECK TO (E) HOUSE SCALE: 1"=1'-0" (E) PLASTER FINISH TYP.-- (E) YP. (E) 24" WIDE STRAW BALE WALL w/ - - - - _ ._�► 4x POSTS WHERE SHOWN ON PLAN , FLASHING WHERE SHOWN E.N. (E) 2x BELLY BAND TRIM �� A (N) SHEAR PLY PER PLANS (N) 2x6 @ 24" o.c. CRIPPLE WALL � (E) RIM JOIST w/3/8" MIN. OSB PLYw/ 6" EDGE, A35 @ 48" o.c. 12" FIELD NAILING---_ -- -- (E) FLOOR JOIST TYP. -(N) P.T. 2x6 SILL PLATE w/ l/ E.N. x10" A.B.'s PER PLAN w/ 3" WASHERS. FINISH GRADE - �N) 8" STEM WALL o/ 15"W SLOPE @ 5% AWAY \ �', x 8" D FOOTING w/ #4 T&B L� FROM BUILDING -NATURAL GRADE x�\\ � 15" WIDE (N) CRIPPLE WALL SCALE: 1"=V-0" HFX 24x TO BE FIELD -� MEASURED AND PURCHASED WITH A CUSTOM HEIGHT. USE 11/8" STD ANCHOR BOLTS TYP. r� HOUSE UNDER FLOOR VENTING CALCULATION CONDITIONED MAIN FLOOR AREA= 1,144 S.F. 1/150TH OF 1,144 S.F. * 144 = 164,736 S.I. / 150 = 1,098.24 S;4�2 I UNDERFLOOR VENTING REQUIRED (N) MIN. 16"x A UNDER FLOOR ACCESS PROVIDE 1,099 N.F.V.A. S.I. OF UNDERFLOOR VENTING (20' MAX FROM HARDI FRAMES TYP.) (N) MIN. 16"x24" - ---\ SCREENED UNDER iz FL OR ACCE S r", I °I SLOPE I I 1/4":1 Io I� I 1 I b ) v I °L°--- J J J 1i;11 ails 1100 NOTE: ALL UNDER FLOOR VENTING @ DECK SKIRTING TO BE FULLY COVERED WITH METAL WIRE MESH OR NON- COMBUSTIBLE MATERIALS zi WITH A MINIMUM OF 1/16" AND SHALL NOT EXCEED 1/8"I OPENINGS PER CRC R- 327.7.6. - TO DAYLIGHT CUT OPENING IN (E) FLOOR i V-8" -- 1'-6 3/4" - ---1'_8" - — HFX PANEL PER PLAN FRAMING TO ALLOW HFX o / ° v v V c W v cp (N) MIN. 16"x24" SCREENED UNDER FLOOR ACCESS Ns - (N) MIN. 16"x24" lz UNDER FLOOR ACCESS 2 I - AND ORDER EXACT HEIGHT WALL AS SHOWN. BLOCK -in �V NEEDED (CUSTOM HEIGHTS AROUND FLOOR FRAMING El AVAILABLE FROM M'FR.) AND HFX PANEL AS NEEDED. I — WALL FRAMING AS OCCURS SIM. DETAIL 9/HFX2 777 - - - - ° 00 FLOOR FRAMING ANCHORAGE PER N, Q`. DOUBLE TOP PLATE TYP. l/ HFXl rn m c c o ,p ° - 4- =� - >ik ° TYP. STEM WALL PER 1/HFXl TYP. .ia \_ FOOTINGS HARDY FRAME BEARING PLATE 00 - FOOTING @THIS RAISED STEM WALL BELOW HFX PANEL I c HARDY FRAME ANCHORS TYP. _ a' o PLAN VIEW HFX FOOTINGS "CORNER SCALE: 1"=1'-0" CUT OPENING IN (E) FLOOR NOTE: MINIMUM DEPTH OF FOOTINGS SHALL BE 12" BELOW UNDISTURBED SOIL PER 2013 CRC R403.1.4. Sc 9 12' ROUND PIER w/ 18"x18"x12" FOOTING w/ (3) #4 E.W. UNDER EA. POST TYP. sc a 4" CONC. SLAB W/ #3's @ 24" o.c. EA. WAY. W/ 6" THICKENED EDGE TYP. -D — o I ° I I I I _ I ■ - — HFX PANEL PER PLAN FRAMING TO ALLOW HFX MEASURE FIELD CONDITIONS PANEL REST ON RAISED STEM af° (N) MIN. 16"x24" SCREENED UNDER FLOOR ACCESS Ns - (N) MIN. 16"x24" lz UNDER FLOOR ACCESS 2 I - AND ORDER EXACT HEIGHT WALL AS SHOWN. BLOCK ■ �V NEEDED (CUSTOM HEIGHTS AROUND FLOOR FRAMING El AVAILABLE FROM M'FR.) AND HFX PANEL AS NEEDED. I — WALL FRAMING AS OCCURS SIM. DETAIL 9/HFX2 777 �` - - -FLOOR SHEATHING - FLOOR FRAMING ANCHORAGE PER N, Q`. DOUBLE TOP PLATE TYP. l/ HFXl L� CRIPPLE WALL FRAMING =� >ik TYP. STEM WALL .ia 27" MIN. • - FOOTING @THIS z 0 00 M� (N) 2x6 @ 24" o.c. CRIPPLE WALL HFX WALL a' o z • P.T. FRAMING FOOTING @ p 0 ° PERPENDICULAR WALL — - — —°— r a P.T. MUDSILL BEYOND (DASHED) 00 o aq ° �- CONT. FOOTING/STEM pp° 0 GROUND PLANE --N fia - - 0 FOOTINGS PER 1/HFX1 TYP. ° \� NATIVE SOIL •z HFX FRAMING ELEVATION SCALE: 1"=1'-0" i A ---4 PERF. FND. DRAIN TUBING, PROVIDE CLEANOUTS FOOTING FOR HARDY FRAME PER HFX1, HFX2, HFX3 DETAILS - ' -REMOVE (E) PIER WHERE INTERFERES w/ (N) HARDY FRAME FOOTING i (N) 2x6 CRIPPLE WALL w/ 3/8" OSB w/ 6" EDGE, 12" FIELD NAILING o/ NEW 8" STEM WALL o/ 15"W x 8" D FOOTING PER DETAIL ELSIMPSON H2.5RP EA. JOIST TO GIRDER TYP. -ONE SIDE - - -- - p.� \ O BLOCKING B TWE GIST - -7 _ HERE OSTS OCUfAABOVE 1YP \ O USP t KCB46 TYP. BE M TO OBBL PIER \- 4x12 GIRDER TYP. M 5 IL )-LU2 DECK) FSTS -RIM FSTT --- ------ �) 10" C IA. COIN C. PIER ��% -- -- (E) 2' SQ. PAD NHERE SHOW I` _ REMOVE (E) PIE @ PE IMETE O R DO EL INT (E) P R w/ (2 #5 PE SIDE 6" MI . EMB D (w/SET-XP) 30" IN. INIO N W TEM/ OOTIN O 2x12 ANGLE 3RACE5 (GIRDER TO JC IST) W ERE SF OWN 2x10 24" o.c. w/ 2K10 BL CKIN& 24".c. - — - - - -- - 9 -- - ;-(N) NON -SCREENED UNDER HFX2 t- - - -- -� - -- - - FLOOR VENT WHERE SHOWN _ - - -- - - - \- - — - - _ - - -- - - -- — - - — - 4— �1�1�1�1 L����llf�l�l�l I�I��f���\\It•I�Isl�l■�I� DECK SKIRTING WHERE SHOWN i min. 1�111� ���f � I� rERM11 # gUTFE COUNTY DEVELOPh4ENT SERVICES REAF-AIED FOR aODII. COMPLIAMDE DATE 7- ZO / % — D ®fes ■io■imi■rion.oll ff_1w I�__1=R 1r3\w_1 (N) 14x8 SCREENED VENTS @ 0 NOTE: @ NEW FOOTING UNDER EXTERIOR WALL PROVIDE 2x6 P.T. SILL w/ 1/2" x 12" A.B.s w/ 3" SQ. x 1/4" PLATE WASHERS @ 48" O.C. TYP. U.N.O. -r— NOTE: MINIMUM DEPTH OF FOOTINGS SHALL BE 12" BELOW UNDISTURBED SOIL PER 2013 CRC R403.1.4. Sc 9 12' ROUND PIER w/ 18"x18"x12" FOOTING w/ (3) #4 E.W. UNDER EA. POST TYP. sc a 4" CONC. SLAB W/ #3's @ 24" o.c. EA. WAY. W/ 6" THICKENED EDGE TYP. -D — o I ° I I I I _ I ■ L af° (N) MIN. 16"x24" SCREENED UNDER FLOOR ACCESS Ns - (N) MIN. 16"x24" lz UNDER FLOOR ACCESS 2 I - ■ PROPOSED FLOOR FRAMING & FOUNDATION SCALE: 1/4"=1'-0" REPLACE (E) RIM BOARD w/ 4x PER HFX3/4 DETAIL HFX PENETRATES FLOOR FRAMING TO LAND ON RAISED STEM @ HFX I ■ ■ �V El Hca f E- N, Q`. L� V—, >ik .ia • 00 M� N' O M' • r • LL •z • • • • • • • • • CLf) • Ln • • •o •_c • • • ' ` co ■ JULY • 2017 RESUBMITTAL SET ■ ■ 12 MATCH (E) RAFTER PER PLAN ---- --- BLOCKING BLOCKING BETWEEN RAFTERS NP. Hl @ RAFTER TO BEAM TYP.- PAIR 2x6 BEAMS EA. SIDE OF - POST TYP. -ATTACH TO POST w/ (2) 1/2" x3" LAG BOLTS TYP. 6x6 POST WHERE OCCURS METAL ROOF TO MATCH (E) o/ SINGLE LAYER GRACE ICE & WATER SHIELD HTO/ 1/2" SHEATHING -2x6 T&G BETWEEN RAFTERS UNDER OPEN FRAMING OPTIONAL _- MATCH EXISTING IVI I DRIP FLASH--> FASCIA & GUTTER TO MATCH (E) PORCH EAVE SCALE: 1"=1'-0" PAIR 2x6 BEAMS EA. SIDE OF POST TYP. (DASHED) -ATTACH TO POST w/ (2) 1/2"x3" LAG BOLTS TYP. RAFTER PER PLAN Hl @ RAFTER TO BEAM TYP.—\ - - 6x6 ANGLE BRACE @ EA. POST -ATTACH 2x6 BEAMS TO BRACKET w/ (2) 1/2"x3" LAGS EA. j z -ATTACH TO POST w/ (2) 1/2" LAGS --i--6x6 POST WHERE OCCURS PREDRILL �i 2 PORCH POST BRACING SCALE: 1"=1'-0" (E) 2x WALL TYP. NEW FLASHING BEHIND EXTERIOR FINISH ROOFING & ROOF FRAMING PER PLAN E. N. 12 MATCH (E) �LSU26 TYP. —(E) OR NEW P.T. 2x8 LEDGER w/(2) SDS 1/4"x3" SCREWS PER (E) STUD NEW FLASHING CUTAWAY PLASTER FOR NEW LEDGER WHERE NEEDED 3 LI_Epf!- (E) WALL CALE: 1" '-0" 10" (MIN.) \ (E) PLY. WD. SUBFLOOR TYP. ---------- -- i O; \m O 0 1}- 00 zT r:\ M O � , r W a (E) JOISTS PER PLAN V (E) DOUBLE JOISTS -- i @ STAIR EDGE (E) GYP. BD: (E) 2x12 LEDGER ---- — n 3/4"-1 1/4" NOSING (E) 2x12 TREAD w/ (2) 2x12 STRINGERS 7 �_— (E) 2x KICK PLATE FLOOR AS OCCURS � p p 0 0 `t ) (E) INTERIOR STAIRS - 4 1/ " MAX ROUND HANDRAIL GRIPS TO BE 11/4" - 2" OUTSIDE DIAMETER -NON ROUND HANDRAIL GRIPS TO HAVE A PERIMETER FROM 4" TO 6 1/4" AND A MAX WIDTH OF 2 1/4" -0 -� - n 11/2" MIN. CLEAR SPACE BETWEEN HANDRAIL AND WALL N.T.S. 11 �`0 11I l HOUSE ATTIC VENTING CALCULATION CONDITIONED MAIN FLOOR AREA = 1,144 S.F. 1/150TH OF 1,144 S.F. * 144 = 164,736 S.I. / 150 = 1,098.24 S.I. ATTIC VENTING REQUIRED NS 21 (E) 44 EAVE VENTS @ 1.5" RADIUS = 310.99 S.I. VENTING (E) 44 LINEAR FEET OF RIDGE VENT PRCVIDED = 1,056 S.I. VENTING 1,098.24 S.I. ATTIC VENTING REQUIRED 1,366 S.I. (E) ATTIC VENTING PROVIDED --SUPPORT HANDRAIL FROM BELOW SO 2x6 TOP RAIL p �! r�GRIPPING SURFACE IS NOT INTERRUPTED�,�—�_ Lu 2x4 BALUSTER RETAINER � NS F -I 9, 10 -- - - ----- — - - 1" COPPER PIPE BALUSTER w/ 0 NOTE: HANDRAIL AT WALL IS MAX OPENING BETWEEN NO 00 NSECTIO OPTIONAL GREATER THAN 4" 0 N F17RETURN TO %A/A I I EXTENSION 31/2" DIMENSION ENDS OF HANDRAILS MUST RETURN PLA SMOOTHLY INTO A WALL, FLOOR, OR POST N (E) INTERIOR HANDRAIL 4x4 POST WHERE OCCURS ---2x4 BALUSTER RETAINER j -- (E) PLY. WD. SUBFLOOR TYP. (E) JOISTS PER PLAN II -- (E) GYP. BD. N.T.S. 6 (E) INTERIOR RAILING N.T.S. a Ln Ln O CEJ p U w z� -O z ccQ LL w U Qa LU w m �o uj UJ U as LU w LL oLj m = vi Ln V) QO Ln Ln N Q aC7 Z cD 2- cr- 3" LL Ln O Ocr- a :t Z_ C z_ va w w U cr_ g= CL U w Z � �a OQ N ~ Lu ¢� (z z� <O LL N UPPER FLOOR FRAMING (E) 3/4 PLY o/ 2x10 JOISTS @ 24 o.c. -;' 5' HEAD CLEARANCE (E) 4x10 BEAM (BM 3)�� T.O.PLATE - - (E) SCREENED EAVE --- VENTS @ EA. RAFTER BAY -01 9'-0" F. FLR. TOP PLATE LOWER FLOOR FRAMING I(E) 3/4" PLY. o/ 12x10 JOISTS @ 24"'', o.c. w/ BLOCKING @ 24" o.c. 0'-0"- - - F. FLR. 4 7 ;1 (E) RIDGE VENT (E) 6x18 RIDGE BEAM ABOVE (BM 1) 4' 0" / BUILDING SECTION A UPPER WALL FRAMING__ 1/2" PLY o/ 2x6 STUDS @ 24" o.c. w/ 4x6 POSTS WHERE SHOWN ON PLAN' & 4x12 PERIMETER BEAM le: 1/4"=1'-0" LSH KJ (w L4 U. t_ V It I & TFb STAPLES @ CORNERS & 4x6 POST WHERE SHOWN ON PLAN & 2x4 BOX BEAM TOP PLATE BUTTE COUNTY DEVELOPMENT SERVICES CODE CONTLIANCE DATE ? - W 22 - - __ _ - EKY 6Dy (E) ROOF FRAMING AS SHOWN. -REPLACE (E) 44 POSTS w/ 6x6 POSTS AS SHOWN. -REPLACE (E) BEAM FRAMING @ POSTS AS SHOWN. -RETAIN AS MUCH REMAINING ROOF FRAMING AS POSSIBLE. IF REPLACED, REPLACE AS NOTED. UPPER FLOOR & LOWER ROOF FRAMING PLAN - c SCALE: 1/4"=1'-0" - (E) 2x8 LEDGER TYP. -(N) (2) 2x6 PERIMETER BEAM (BM 7) @ (N) 6x6 POSTS SANDWICHED BETWEEN TYP. >--(N) 6x6 ANGLE BRACING WHERE SHOWN (HATCHED) -REPLACE 4x4'S & BRACING w/ NEW 6x6 POSTS & BRACING PER D ETA I L TYP. -(N) SIMPSON CMST STRAP 10' LONG @ OUTSIDE EDGE OF 2; PURLIN BEAM WHEF SHOWN \ - --- b (N) MPSON CMST STRAP 10' LONG @ �E) -- -- _ _ - - ------ _ L__._.. - - -- - - - - � � - OUTSIDE EDGE OF 2x6 P �of C Up � 9 _ 52� Hyl d isher. /4'' PLY. o/ 2x10 JOISTS @ 24" o.c. -_ ---- -- -- I�— wa 3.31.19 � ARCN� -- - - PURLIN BEAM WHE SHOWN -- --- - -- - - - I---- NS I 9,10 Ns �s 0�0 3:12 - � 6 4 .� aW 1 R ri U - 4x10 ``�---- - — —__—._ �°� _ _ BELOW BEAM (BM 3) LOORFRAMING ————— — — — — —— I — — — — — — — —-- ' U - — — — — — — — — — — — — — — (E) 6x18 — — — — — — — — — — — IDGE BEAM ABOVE (BM 1) 1 5 — NS 9,10 � r - I (E) 6x12 BEAM BELOW FLOOR FRAMIN— z t) (E) 4x FR (E) BOX BEAM MF.D BRACE TOP PLATE w/ 44 BEAM @ EXTERIOR EDGE TYF. zzz 3:12 3:12 zt (D e y, z_ I n G - — --x6 3 E) 4 P S S CON FRO FLOO� - - FRAMING TO ONT. �EAM A V. TYP. E) 2x6 RAFTERS ; I N I 0 0 1..1. I I � i (E) ROOF FRAMING AS SHOWN. -REPLACE (E) 44 POSTS w/ 6x6 POSTS AS SHOWN. -REPLACE (E) BEAM FRAMING @ POSTS AS SHOWN. -RETAIN AS MUCH REMAINING ROOF FRAMING AS POSSIBLE. IF REPLACED, REPLACE AS NOTED. UPPER FLOOR & LOWER ROOF FRAMING PLAN - c SCALE: 1/4"=1'-0" - (E) 2x8 LEDGER TYP. -(N) (2) 2x6 PERIMETER BEAM (BM 7) @ (N) 6x6 POSTS SANDWICHED BETWEEN TYP. >--(N) 6x6 ANGLE BRACING WHERE SHOWN (HATCHED) -REPLACE 4x4'S & BRACING w/ NEW 6x6 POSTS & BRACING PER D ETA I L TYP. -(N) SIMPSON CMST STRAP 10' LONG @ OUTSIDE EDGE OF 2; PURLIN BEAM WHEF SHOWN P �of C Up � 9 _ 52� Hyl d isher. wa 3.31.19 � ARCN� �s 0�0 N .� U 0U ' U 1 z Q (D z_ G LL 0 0 1..1. W 0 W w co O O 0 0 _I fV LL r\ Lu U 0- �O r Q N �N - Ln -J N o< U U O O U 0 � clr_ D1 w = m .0 U = ^ _c :DQ -n � U [o JULY 6, 2017 RESUBMITTAL SET O WATER HEATER CLOSET NOTES: DOOR TO BE LISTED SELF-CLOSING AND GASKETED. -ALL COMBUSTION AIR TO BE OBTAINED FROM OUTDOORS. NS -NOT TO BE USED FOR ANY OTHER PURPOSE. 4 AN INSULATE NEW WALLS AS SHOWN. -PROVIDE CORROSION -RESISTANT WATERTIGHT DRAIN PAN UNDER WATER HEATER w/ MIN. 3/4" DIA. SEPARATE DRAIN TO EXTERIOR STORAGE c o TER GFCI TGFCI NS 2 12 VENTTO GFCI ___O 111 r II � i jCM ;SD Ns I 6 NS 3 17 I I ----' BEDROOM - I I W !, I TO SWITCH BELOW J CLOSET CLOSET PROPOSED UPPER FLOOR MEP PLAN SCALE: 1/4"=1'-0" - E E '; TO P.O.C. NOTE: (N) 200 AMP MAIN ELEC. NS PANEL @ UTILITY 19 BUILDING 20' EAST OF HOUSE + + I ' SYM. TYPE MFG. MAX FLOW DESCRIPTION -lI I1 TOILET TOTO 1.28 GPF MARIS, DUAL FLUSH, OR EQUAL. A 2 SELECT LAVATORY OWNER SELECT EM RANGE COOKTOP OWNER SELECT 3 ELECTRIC, 120/240 V WITH VENT TO OUTSIDE SHOWER OWNER SELECT 2.0 GPM 0 I I A I I WATER HEATER KITCHEN SINK OWNER SELECT I NHAC SYSTEM L CAT UNDER P�RCH (� R /OLT, SINGLE-PHASE OR 20- AMPERE -RATE D , 15- = > ® SELECT k ��a ` GFCI `- - ❑4 @, GFCI GFCI �P,GFCI125- I W T�-• __0 �. f - 1 W RECEP ACLEOUTLET SH L INSTALLED WITHI-N-N`rr`25' OF, BI N'D �_ii W' �. I _ __-_ 1 � 2 III 111 �-'VENT TO ' OUTSID F� CA ION ATA ACCESSIBLELOCA`� HE HEATING, 0 _ GFCI -= WP OJ, _ �_� B - i� \ `T ` NS 12 AND REFRIG FRATI�N EQUIPMENT. IT SHALL NO 7T B O - O A L- O N N CONNECTI:DTdTHELOAD$1 ' OF THE EQUIPMENT E O W 0 U _0 4-Z Ma p D�SCONNECTINMEAN9.) 19 - NLP) z o L v M=) KITCHEN O a.-auQo U - CL 00 c:O pC p) LU I Q U m BEDROOM JULY 61 2017 RESUBMITTAL SET (E) 100AMP -' =s GFCI _- -_ - SUB PANEL _- - ® ._ �Fl W _ - SD:' II NS - T ABOVECH �I - `{' CM i I I SD' - I I I � `. I , F LIVING - FAMILY -- I -- I FAMILY ' (N) EPA II CERTIFIED WOOD STOVE WOODSTOVE -- --- ) ! i � - =� - -INSTALL PER MFR'S _� RECOMMENDATIONS 2, - 3 _ �I Ir , �/.r 7T(l I II I PROPOSED LOWER FLOOR MEP PLAN SCALE: 1/4"=1'-0" ELECTRICAL LEGEND DUPLEX WALL MOUNTED RECEPTACLE 110 V AT 15" OR AS NOTED CEILING MOUNT LIGHT FIXTURE QUAD WALL MOUNTED RECEPTACLE 110 V AT 15" OR AS NOTED WALL MOUNT LIGHT FIXTURE GFCI RECEPTACLE - GROUND - FAULT CIRCUIT INTERRUPTER =&WP RECEPTACLE - WATER PROOF ��WP WEATHER PROOF LIGHT FIXTURE FLOOR RECEPTACLE - W/ COVER CABINET LED w/ SWITCH RECEPTACLE 220 V - -- VENT, LIGHT UNIT NS NOTE: PLUG MOLDING IN KITCHEN TYP. 12 OWNER TO DIRECT. ANOTE: ALL OUTLETS NOT GFCI TO BE RC -FAULT CIRCUIT INTERRUPTER, TYP -��� CEILING PADDLE FAN w/ LIGHT -'^ WALL SWITCH D O AWP WATER PROOF SWITCH CM CARBON MONOXIDE &SMOKE DETECTOR SPECIAL CONTROL C?; D, O NS MAIN PANEL SD SMOKE DETECTOR 6 ELECTRICAL NOTES 1. ALL CONSTRUCTION TO COMPLY WITH LATEST EDITION OF THE C.E.C. 2. OWNER TO SELECT ALL LIGHT FIXTURES AND APPLIANCES. ALL FIXTURES INSTALLED SHALLY COMPLY WITH 2013 CEC AND CALIFORNIA ENERGY COMMISSION SECTION 150 LIGHTING REQUIREMENTS. 3. PERMANENTLY INSTALLED PRIMARY KITCHEN AND BATHROOM LIGHT FIXTURES TO BE HIGH EFFICACY TYP. UNLESS CONTROLLED BY AN APPROVED MANUAL -ON OCCUPANT SENSOR. 4. PERMANENTLY INSTALLED BEDROOM LIGHT FIXTURES TO BE HIGH EFFICACY TYP. UNLESS CONTROLLED BY AN APPROVED DIMMER SWITCH OR MANUAL -ON OCCUPANT SENSOR. 5. RECESSED CEILING FIXTURES TO BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT AND LABELED AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM @ 75 PASCALS & SEALED WITH A GASKET OR CAULK BETEEN FIXTURE HOUSING AND CEILING. 6. SUPPLY 110V CARBON MONOXIDE & SMOKE DETECTORS W/ BATTERY BACK-UP DEDICATED UPS CIRCUIT FROM PANEL & WIRED TO ALARM SIMULTANEOUSLY. 7. ALL FLOURESCENT LIGHTS TO BE 100% RANGE DIMMING HIGH FREQUENCY 30 KHZ MIN. BALLAST. 8. ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED WITH A MINIMUM OF 18 INCHES CLEARANCE TO COMBUSTIBLE MATERIAL. 9 FIXTURES INT D OW C TO BEL LED" TAB R MP C ONS." 10. BATHROOM FANS TO BE CONTROLLED WITH A HUMIDI5TAT CONTROL CAPABLE OF A TING LVE I RAN F 50 0 IXTURES, R D A L SH BE SECU PP RTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTE BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPO FOR CEILI G PA DLE FANS. L S LL A P E E. E TERTOPS WIDER THAN 2 INCHES SHALL BE PROVIDED WITH A RECEPTACLE OUTLET (ARTICLE 210-52). 13. ALL KITCHEN, BATH, UTILITY, AND EXTERIOR ELECTRICAL OUTLETS TO BE ON GFCI CIRCUITS. 14. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION TO ALL 120 -VOLT SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS (THROUGHOUT). 15. ALL GFCI OUTLETS TO COMPLY WITH 2013 CEC ART. 210.52. 16. MIN. OF ONE 20 -AMP BRANCH CIRCUIT DEDICATED TO ALL OUTLETS IN KITCHEN, UTILITY, LAUNDRY& BATHROOMS OUTLETS. NO OTHER OUTLETS ON DEDICATED CIRCUIT(S). 17. AL THER OUTLETS TO SHARE CIRCUITS ON ER ROOM BASIS. MINIMUM OF O CIRC PER OOM, G 18. ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES THROUGHOUT SHALL BE TAMPER- ESISTANT. 9 R ID O OR MO SM PPLIA A S EV 0 NED IN KITCHEN, LAU , INING ROOM AND SI AREAS TO SERVE ALL WALL AND )OR EPTACLE O U RC HAV OTH 20. A 125 -VOLT, SINGLE-PHASE, 15- OR 20 -AMPERE -RATED RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 25' OF, AND AT AN ACCESSIBLE LOCATION TO THE HEATING, AIR-CONDITIONING, AND REFRIGERATION EQUIPMENT. IT SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE EQUIPMENT DISCONNECTING MEANS. 1. S P IRE THRO 22. ALL EXTERIOR AND FITTING OBE ERPROOF. 23. ELECTRICAL OUTLETS AND DEVICES ON EITHER SIDE OF ROOM WALLS TO BE SEPARATE BY AT LEAST ONE STUD TO REDUCE SOUND TRANSMISSION, UNLESS SPECIFICALLY DIRECTED OTHERWISE. 24. GROUND ELECTRICAL SYSTEM W/ COPPER GROUNDING R.D & BOND TO GAS & WATER PIPES. 25. DRAWINGS ARE SCHEMATIC BY NATURE. ADJUSTMENTS TO BE MADE TO SUIT FIELD CONDITIONS AS NEEDED. 26. ALL LUMINARY FIXTURES AND CONTROLS TO COMPLY WITH MANDATORY ENERGY LIGHTING REQUIREMENTS (TITLE 24 ENERGY CALCULATIONS MF -1R) AND 2013 CALIFORNIA ENERGY CODE SECTION 150 MANDATORY FEATURES AND DEVICES. 27. PROVIDE KITCHEN FAN FOR RANGE. VENT TO OUTSIDE. 28. PROVIDE CONTINUOUS RUNNING FAN PROVIDING MIN. 45 CFM FOR CONTINUOUS WHOLE -BUILDING VENTILATION. IF BATH FAN USED FOR THIS PURPOSE INSTALL FAN RATED AT 1 SONE. IF A SWITCH IS DESIRED FOR THIS FAN, THEN THE FOLLOWING LABEL MUST BE ATTACHED TO THE FAN SWITCH: "TO MAINTAIN MINIMUM LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS THERE IS SEVERE OUTDOOR AIR CONTAMINATION." (CALIFORNIA ENERGY CODE 150.0(0)) NOTE - PROVIDE THE FOLLOWING FOR THE WATER HEATER: A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND B. ACATEGORY 111 OR IV VENT OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE ZNlT ERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; AND C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND NS D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200.000 BTU/HR- 5 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES IV' iF- ,klED FOFa (.BODE_ COMPLIANCE OATE 2-2L';, -1,7 E3Y PLUMBING & FIXTURE SCHEDULE SYM. TYPE MFG. MAX FLOW DESCRIPTION -lI I1 TOILET PROPOSED LOWER FLOOR MEP PLAN SCALE: 1/4"=1'-0" ELECTRICAL LEGEND DUPLEX WALL MOUNTED RECEPTACLE 110 V AT 15" OR AS NOTED CEILING MOUNT LIGHT FIXTURE QUAD WALL MOUNTED RECEPTACLE 110 V AT 15" OR AS NOTED WALL MOUNT LIGHT FIXTURE GFCI RECEPTACLE - GROUND - FAULT CIRCUIT INTERRUPTER =&WP RECEPTACLE - WATER PROOF ��WP WEATHER PROOF LIGHT FIXTURE FLOOR RECEPTACLE - W/ COVER CABINET LED w/ SWITCH RECEPTACLE 220 V - -- VENT, LIGHT UNIT NS NOTE: PLUG MOLDING IN KITCHEN TYP. 12 OWNER TO DIRECT. ANOTE: ALL OUTLETS NOT GFCI TO BE RC -FAULT CIRCUIT INTERRUPTER, TYP -��� CEILING PADDLE FAN w/ LIGHT -'^ WALL SWITCH D O AWP WATER PROOF SWITCH CM CARBON MONOXIDE &SMOKE DETECTOR SPECIAL CONTROL C?; D, O NS MAIN PANEL SD SMOKE DETECTOR 6 ELECTRICAL NOTES 1. ALL CONSTRUCTION TO COMPLY WITH LATEST EDITION OF THE C.E.C. 2. OWNER TO SELECT ALL LIGHT FIXTURES AND APPLIANCES. ALL FIXTURES INSTALLED SHALLY COMPLY WITH 2013 CEC AND CALIFORNIA ENERGY COMMISSION SECTION 150 LIGHTING REQUIREMENTS. 3. PERMANENTLY INSTALLED PRIMARY KITCHEN AND BATHROOM LIGHT FIXTURES TO BE HIGH EFFICACY TYP. UNLESS CONTROLLED BY AN APPROVED MANUAL -ON OCCUPANT SENSOR. 4. PERMANENTLY INSTALLED BEDROOM LIGHT FIXTURES TO BE HIGH EFFICACY TYP. UNLESS CONTROLLED BY AN APPROVED DIMMER SWITCH OR MANUAL -ON OCCUPANT SENSOR. 5. RECESSED CEILING FIXTURES TO BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT AND LABELED AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM @ 75 PASCALS & SEALED WITH A GASKET OR CAULK BETEEN FIXTURE HOUSING AND CEILING. 6. SUPPLY 110V CARBON MONOXIDE & SMOKE DETECTORS W/ BATTERY BACK-UP DEDICATED UPS CIRCUIT FROM PANEL & WIRED TO ALARM SIMULTANEOUSLY. 7. ALL FLOURESCENT LIGHTS TO BE 100% RANGE DIMMING HIGH FREQUENCY 30 KHZ MIN. BALLAST. 8. ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSETS SHALL BE INSTALLED WITH A MINIMUM OF 18 INCHES CLEARANCE TO COMBUSTIBLE MATERIAL. 9 FIXTURES INT D OW C TO BEL LED" TAB R MP C ONS." 10. BATHROOM FANS TO BE CONTROLLED WITH A HUMIDI5TAT CONTROL CAPABLE OF A TING LVE I RAN F 50 0 IXTURES, R D A L SH BE SECU PP RTED. A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTE BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPO FOR CEILI G PA DLE FANS. L S LL A P E E. E TERTOPS WIDER THAN 2 INCHES SHALL BE PROVIDED WITH A RECEPTACLE OUTLET (ARTICLE 210-52). 13. ALL KITCHEN, BATH, UTILITY, AND EXTERIOR ELECTRICAL OUTLETS TO BE ON GFCI CIRCUITS. 14. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION TO ALL 120 -VOLT SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS (THROUGHOUT). 15. ALL GFCI OUTLETS TO COMPLY WITH 2013 CEC ART. 210.52. 16. MIN. OF ONE 20 -AMP BRANCH CIRCUIT DEDICATED TO ALL OUTLETS IN KITCHEN, UTILITY, LAUNDRY& BATHROOMS OUTLETS. NO OTHER OUTLETS ON DEDICATED CIRCUIT(S). 17. AL THER OUTLETS TO SHARE CIRCUITS ON ER ROOM BASIS. MINIMUM OF O CIRC PER OOM, G 18. ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP RECEPTACLES THROUGHOUT SHALL BE TAMPER- ESISTANT. 9 R ID O OR MO SM PPLIA A S EV 0 NED IN KITCHEN, LAU , INING ROOM AND SI AREAS TO SERVE ALL WALL AND )OR EPTACLE O U RC HAV OTH 20. A 125 -VOLT, SINGLE-PHASE, 15- OR 20 -AMPERE -RATED RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 25' OF, AND AT AN ACCESSIBLE LOCATION TO THE HEATING, AIR-CONDITIONING, AND REFRIGERATION EQUIPMENT. IT SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE EQUIPMENT DISCONNECTING MEANS. 1. S P IRE THRO 22. ALL EXTERIOR AND FITTING OBE ERPROOF. 23. ELECTRICAL OUTLETS AND DEVICES ON EITHER SIDE OF ROOM WALLS TO BE SEPARATE BY AT LEAST ONE STUD TO REDUCE SOUND TRANSMISSION, UNLESS SPECIFICALLY DIRECTED OTHERWISE. 24. GROUND ELECTRICAL SYSTEM W/ COPPER GROUNDING R.D & BOND TO GAS & WATER PIPES. 25. DRAWINGS ARE SCHEMATIC BY NATURE. ADJUSTMENTS TO BE MADE TO SUIT FIELD CONDITIONS AS NEEDED. 26. ALL LUMINARY FIXTURES AND CONTROLS TO COMPLY WITH MANDATORY ENERGY LIGHTING REQUIREMENTS (TITLE 24 ENERGY CALCULATIONS MF -1R) AND 2013 CALIFORNIA ENERGY CODE SECTION 150 MANDATORY FEATURES AND DEVICES. 27. PROVIDE KITCHEN FAN FOR RANGE. VENT TO OUTSIDE. 28. PROVIDE CONTINUOUS RUNNING FAN PROVIDING MIN. 45 CFM FOR CONTINUOUS WHOLE -BUILDING VENTILATION. IF BATH FAN USED FOR THIS PURPOSE INSTALL FAN RATED AT 1 SONE. IF A SWITCH IS DESIRED FOR THIS FAN, THEN THE FOLLOWING LABEL MUST BE ATTACHED TO THE FAN SWITCH: "TO MAINTAIN MINIMUM LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS THERE IS SEVERE OUTDOOR AIR CONTAMINATION." (CALIFORNIA ENERGY CODE 150.0(0)) NOTE - PROVIDE THE FOLLOWING FOR THE WATER HEATER: A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND B. ACATEGORY 111 OR IV VENT OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE ZNlT ERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; AND C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND NS D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200.000 BTU/HR- 5 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES IV' iF- ,klED FOFa (.BODE_ COMPLIANCE OATE 2-2L';, -1,7 E3Y PLUMBING & FIXTURE SCHEDULE SYM. TYPE MFG. MAX FLOW DESCRIPTION -lI I1 TOILET TOTO 1.28 GPF MARIS, DUAL FLUSH, OR EQUAL. A 2 SELECT LAVATORY OWNER SELECT 1.5 GPM RANGE COOKTOP OWNER SELECT 3 ELECTRIC, 120/240 V WITH VENT TO OUTSIDE SHOWER OWNER SELECT 2.0 GPM FIBERGLASS INSERT WATER HEATER KITCHEN SINK OWNER SELECT 1.8 GPM C EQUIPMENT SCHEDULE SYM. TYPE MFG. MODEL DESCRIPTION a �e '0 r CJI; OWNER OWNER 120 V, PROVIDE WATER FOR ICE MAKER, A REFRIGERATOR SELECT SELECT ENERGY STAR B RANGE COOKTOP OWNER SELECT OWNER SELECT ELECTRIC, 120/240 V WITH VENT TO OUTSIDE 0N WATER HEATER OWNER OWNER PROPANE, ON -DEMAND. ALL COMBUSTION AIR C SELECT SELECT TO BE OBTAINED FROM OUTDOORS. Of CALF 90 C-) 2 p 9l, a �e '0 r CJI; to C h ne al 1.19 SE ARCH N 0N U O • U U W F� O Ql O Z O N N O W 0 U _0 4-Z Ma p rn w NLP) z o L v M=) O a.-auQo U CL 00 c:O pC p) LU Q U m JULY 61 2017 RESUBMITTAL SET of 12 W) i J '• r I ft}f (•! 't i .� $ • �6 J._' i f•..l f @{ i ', •$ 9 i 4• `0s 1. t a ai 7 ,i ;I 4':* K •, ,i k' , i• Y , 5- 4 ! f R E S I D E N T I A L M AO" NE)" "�` -- - -------- - - - - __ --- _ - ------ INSPECTOR CHAPTER 3 INSPECTOR --- -- 4,406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings insole/bottom plates at exterior walls INSPECTOR i_ $IGNOFF GREEN BUILDING _ SIGNOFF __. t I SIGNOFF I -___ i s he ossa a of rodents b closin such o enin s with cement mortar concre.e masonr or a similar method acce tab e shall be protected ago n t t p g y g p g y p SECTION 301 GENERAL b. Roof and yard drainage, utters and downs outs. Y g including p to the enforcing agency. he green building measures specified as mandator in the application checklists contained in 301.1 SCOPE. Buildings shall be designed to include t g g p y pp I -80 - - 250 this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of j 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 14.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50percent of the non -hazardous construction I I SUBSTRATE SPECIFIC APPLICATIONS d. Landscape irrigation systems. 7 and demolition waste in accordance with either Section4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existingJ -- - - i 30 I waste management ordinance. residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall ` Exceptions: aPPV Y I only to and/or within the specific area of the addition or alteration. 50 1. Excavated soil and land -clearing debris. COATING CATEGORY 30 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance I I 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low- I with this item do not exist or are not located reasonably close to the jobsite. rise residential buildings high-rise residential buildings,or both. Individual sections will be designated by banners to indicate where the section 80 1 _ _ _ __ --- x it job 3. The enforcing agency may make exceptions to the requirements ments of this section when isolated j sites are located in areas beyond applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be ALLOWED. the haul boundaries of the diversion facility. I 'used. I � ' 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. j SECTION 302 MIXED OCCUPANCY BUILDINGS 4.201 GENERALNON-FLAT I The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the 1 enforcing agency. I ' COATINGS _ - - - : 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage I Imeasures applicable to each specific occupancy. I I NONFLAT-HIGH GLOSS COATINGS for future use or sale. I I I 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). I ABBREVIATION DEFINITIONS: - I i SPECIALTY COATINGS I 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. HCD Department of Housing and Community Development I 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. I BSC California Building Standards Commission 1 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume,1 DSA -SS Division of the State Architect, Structural Safety I but not by both. I OSHPD Office of Statewide Health Planning and Development BASEMENT SPECIALTY COATINGS -� i - -- -- --- 400 - --- - -- ILR Low Rise __ 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide I HR High Rise I verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section AA Additions and Alterations 4.408.1.Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a N New 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5feet away from the foundation. waste management company. I I CHAPTER 4 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste RESIDENTIAL MANDATORY MEASURES v� . disposed of in landfills, which do not exceed four (4) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reduction I Ii --- ______1______ requirement in Section 4.408.14. DIVISION 4.1 PLANNING AND DESIGN i ' i 408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HR] Projects that generate a total combined weight of construction and I 4.106 SITE DEVELOPMENT 8. Information on required routine maintenance measures, including, but not limited to, caulking,painting, grading around demolition waste disposed of in landfills, which do not exceed two(2) lbs./sq.ft. of the building area shall meet the minimum 50% 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to construction waste reduction requirement in Section 4.408.1 i minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall the building, etc. I II comply with this section. 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, ! I .. ,.44 items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes:l. Sample forms found in "A Guide to the California Green Building Standards I hon one of and are not 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less t o acre o s .. reen.html a be used to assist in documenting compliance with thissection.2. Mixed Code (Residential)" at www.hcd.ca. ov CALG m ( ) g / V g p part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In L 9. Information about state solar energy and incentive programs available. construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery 1I -1I order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of - I 50 (CalRecycle). 1 adjacent property,prevent erosion and retain soil runoff on the site. I 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 150 4.410 BUILDING MAINTENANCE AND OPERATION 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be � 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other I filtered by use of a barrier system, wattle or other method approved by the enforcing agency. I media acceptable to the enforcing agency which includes all of the following shall be placed in the building: I 3. Compliance with a lawfully enacted storm water management ordinance. 1. Directions to the owner or occupant that the manual shall remain with the building throughout the lifecycle of the structure.I 14.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to i 2. Operation and maintenance instructions for the following: i I I keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: - -_-- -- -- - - I I __ ___ _ - ____ I 1. Swales I a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other •J0� �, s `: , �" TABLE 4.504.1- ADHESIVE VOC LIMIT CONT'D , Less Water and Less Exempt Compounds in Grams per Liter ( P p _ _p_ _ ) ARCHITECTURAL APPLICATIONS I CURRENT VOC LIMIT ABS WELDING I_ - - ---I------------- 325 ' PLASTIC CEMENT WELDING 1 -_ - -- 250 - _ - ADHESIVE PRIMER FOR PLASTIC ----------- --- MAX. 1.5 GPM @ 60 PSIMIN. 0.8 550 -- --- I------- CONTACT ADHESIVE b. Roof and yard drainage, utters and downs outs. Y g including p FORARCHITECTURAL COATINGSz,3 - SPECIAL PURPOSE CONTACT ADHESIVE 0.5 GPM @ 60 PSI -80 - - 250 r- STRUCTURAL WOOD MEMBER ADHESIVE - - - -- - -- 11 - 140 ------- TOP &TRIM ADHESIVE WATER &LESS 250 I SUBSTRATE SPECIFIC APPLICATIONS d. Landscape irrigation systems. 7 __.. _ - - _ - METAL TO METAL ---- -- - - i 30 I r -- - -- --- - - PLASTIC FOAMS EX ____ --- PO - S -----a 50 1 POROUS MATERIAL (EXCEPT WOOD) I2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE 50 r-- - - -- WOOD COATING CATEGORY 30 - _ - --- -- --- ---- -___ FIBERGLASS I_ - - -- _ - 80 1 _ _ _ __ --- - _ _ -- _ - 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168. PERMIT #t BUTTE COUNTY DE1,/ELOPP�lENT SERVICES CON DATE 7 -Lo-12 �._ - CY e.. _________ I TABLE - MAXIMUM FIXTURE WATER USE 2. Water collection and disposal systems P v major appliances and equipment. TABLE 4.504.3 - VOC CONTENT LIMITS MAX. 1.5 GPM @ 60 PSIMIN. 0.8 1 ___ 3. French drains b. Roof and yard drainage, utters and downs outs. Y g including p FORARCHITECTURAL COATINGSz,3 -- -- ---- 0.5 GPM @ 60 PSI KITCHEN FAUCETS 4. Water retention gardens C. Space conditioning systems, including condensers and air filters. I ------- - --------------- WATER CLOSET WATER &LESS URINALS 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. d. Landscape irrigation systems. GRAMS OF VOC PER LITER OF COATING, LESS 2. Field verification of on-site product containers. 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT Exception: Additions and alterations not altering the drainage path. I p g g p 1 e. Water reuse systems. EX ____ --- PO - S '- -------- I2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE COATING CATEGORY CURRENT VOC LIMIT DIVISION 4.2 ENERGY EFFICIENCY 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including I I FLAT COATINGS 50 - (Less Water and Less Exempt Compounds m Grams per Liter) j I recycle programs and locations. - - _ CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS -_. I 100 - - - -_ -- 4.201 GENERALNON-FLAT I COATINGS _ - - - 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIENCY). For the purposes of mandatory energy efficiency standards in this code, 4. Public transportation and/or carpool options available in the area. I I NONFLAT-HIGH GLOSS COATINGS 150 I I the California Energy Commission will continue to adopt mandatory standards. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant - I i SPECIALTY COATINGS ---- t I I DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION may use to maintain the relative humidity level in that range. I I ALUMINUM ROOF COATINGS ---- -- 400 __ - - I I- 14.303 INDOOR WATER USE 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. BASEMENT SPECIALTY COATINGS -� i - -- -- --- 400 - --- - -- C-11 . __ ' 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets andurinals) and fittings (faucets and i !R I BITUMINOUS ROOF COATINGS - --- 50 - - -- I L--_ showerheads) shall comply with the following: 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5feet away from the foundation. 1 I BITUMINOUS ROOF PRIMERS � 350 I, _ _JI v� . Ii --- ______1______ ti-" BOND BREAKERS 350 4.303.1.1 Water Closc ts. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets i 8. Information on required routine maintenance measures, including, but not limited to, caulking,painting, grading around • --- --- - - - - - - I I I - - - - - _ _ - I shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. i the building, etc. i CONCRETE CURING COMPOUNDS - _ - -- -- -- - - L 350 - I .. ,.44 CONCRETE/MASONRY SEALERS 100 .. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes I 9. Information about state solar energy and incentive programs available. - - - -- -- --- DRIVEWAYSEALERS - I 50 and one full flush. 1 - - - --- - 150 L 30. A co of all special inspections verifications required b the enforcing agency or thisGreen Building Standards] code. copy p p q y g g y [California[ g I DRY FOG COATINGS 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. FAUX FINISHING COATINGS350 Z DIVISION 4.5 ENVIRONMENTAL QUALITY - -_-- -- -- - - I I __ ___ _ - ____ 4.303.1.3 Showerheads. i - I I FIRE RESISTIVE COATINGS -._ - - - 350 - 100 - - - LJJ 4.503 FIREPLACES FLOOR COATINGS - -- - "- _-- _- - - "-- N I Rt 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. I direct -vent sealed -combustion type. An installed woodstove or pellet stove shall comply 4.503.1 GENERAL. Any installed gas fireplace shall be a ect YP Y P p Y FORM RELEASE COMPOUNDS ASE 250 Showerheads shall be certified to the performance criteria of the U.S. EPA Water Sense Specification for Showerheads. with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local -- --- I ordinances. j i GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 1 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined I i HIGH TEMPERATURE COATINGS 420 �� >_ N C a) flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at I 4.504 POLLUTANT CONTROL - INDUSTRIAL MAINTENANCE COATINGS p - - 250 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough g � __ - 0C: J I installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other I LOW SOLIDS COATINGSI 120 aUfu��� U Note: A hand-held shower shall be considered a showerhead. related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency --------- - - - - MAGNESITE CEMENT COATINGS -- - -- 450 to reduce the amount of water, dust or debris which may enter the system. ------------ - - --- _450-- --- RESUBMITTAL SET 4.303.1.4 Faucets. i I MASTIC TEXTURE COATINGS ------ - -- - - 100 - -- I 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. i I METALLIC PIGMENTED COATINGS 1 500 - - I 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per - " ----------- ---- - -- MULTICOLOR COATINGS 250 i. a minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. ' minute at 60 psi. Th ry g p p 4.504.2.1 Adhesives Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following I , - ____-___-_- - _ __.._ __----------- _ _- .__ __--___-_...__ I standards unless more stringent local or regional air pollution or air quality management district rules apply: I PRETREATMENT WASH PRIMERS I 420 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or ---- ----- ---- - I PRIMERS, SEALERS, & UNDERCOATERS ------- 100 and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 1 regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as - - - --- -- --- -_ --- ---------- - i shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use 1 REACTIVE PENETRATING SEALERS 350 250 of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), RECYCLED COATINGS 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons except for aerosol products, as specified in Subsection 2 below. 1 - - - -- - I 1 ROOF COATINGS 50 per cycle. r---- --- - 1.- - - - 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less E A RUST PREVENTATIV COATINGS T 250 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with I SHELLACS 1 I Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and I statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California 1 ' - _ - - -" _� -----_..-- 730 must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Code of Regulations, Title 17, commencing with section 94507. CLEAR 1 - - - I 1 OPAQUE 550 I Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. i 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table lof the ARB Architectural Suggested I I ,SPECIALTY PRIMERS, SEALERS Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet ! I '&UNDERCOATERS - --- . --- I - - -_ - - - -- 100 ------- 14.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or I I n de and shall meet the applicable standards referenced in Table1401.1 of the California Plumbing Code. CaliforniaPlumbs Co g PP g Nonflat-Hi h Gloss coatin , based on its gloss, as defined in subsections 4.21, 4.36, and 4.37of the 2007 California Air Resources Board, g g I STAINS -_ . . - 250 _- __ -_ Suggested Control Measure, and the corresponding FIat,Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. STONE CONSOLIDANTS _ _ _ j 450 _ -.- ---- I SWIMMING POOL COATINGS _ 340 NOTE: I 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section - -- �i THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, ANDIS 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections TRAFFIC MARKING COATINGS I - _ __ _ -- ---- - 100 , +- __- --- I INCLUDED AS A CONVENIENCE FOR THE USER. I 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of I TUB & TILE REFINISH COATINGS . --- -- ---- - - - - --- I 420 __ __ I I TABLE - MAXIMUM FIXTURE WATER USE __-- --- - FIXTURE TYPE FLOW RATE ' -- ---_ - _ - _ _. - - -- -- - ----- 1 SHOWER HEADS(RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS(RESIDENTIAL) MAX. 1.5 GPM @ 60 PSIMIN. 0.8 1 ___ GPM @ 20 PSI LAVATORY FAUCETS INCOMMON & 1 PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.5 GAL/FLUSH 4.304 OUTDOOR WATER USE 1 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of I final inspection shall comply with the following: 1. Controllers shall be weather or soil moisture based controllers that automatically adjust irrigation in response to changes inplants' ineeds as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. I I Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY I I 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE i-._._---J---,-:.__ -__.-..-_--.__-...___._.__-______._-_- __ _ - 1 RUBBER FLOOR ADHESIVES I 60 - -- ----4-----.. _- ___ -------- SUBFLOOR ADHESIVES I 50 ---- ADHESIVES � ---- -- - - - -- - 65 VCT&AIS HIALTTILEADHESIVES----------_-- 50 DRYWALL & PANEL ADHESIVES 1 50 -- - -- - - -- - __ -- _ - - ---- - - COVE BASE ADHESIVES -_50 -- -------- -- ___.--- ----- MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 ti --------- ---- --- - SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 - - --- -- -- - -- __ - -- OTHER ADHESIVES NOT LISTED i 50 i, SPECIALTY APPLICATIONS -- --- - �CPVC WELDING 1. - - 1 I -- PVC WELDING 490 . - - 510 1 - ---------- I o owing. - 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing ?nd Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). I 3. NSF/ANSI 140 at the Gold level. j 4. Scientific Certifications Systems Indoor AdvantageTM Gold. I r 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 1 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. I 2 Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 3. Certification under the Resilient Floor Covering Institute (RFCI) Floor Score program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). INSPECTOR 1 4,504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on SIGNOFF the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 4.504.5 - FORMALDEHYDE LIMITS the Ba Area Air Qualit Mana ement District additional) Comply with the ercent VOC b weight of roduct limits of Re ulation 8, Y Y g V PY P Y g P g I WATERPROOFING MEMBRANES 250 PRODUCT Rule 49. _ - -_ -E - -- -- ------------ --I 1 ___ HARDWOOD PLYWOOD COMPOSITE CORE I WOOD COATINGS 275 1 F 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. I - --_- -, - - - . - ' WOOD PRESERVATIVES 350 ' L I Documentation may include, but is not limited to, the following: I _. _. - - - ZINC RICH PRIMERS 340 1. Manufacturer's product specification. ---- - - - -- -- --_-- ---_ - - ' 2. Field verification of on-site product containers. 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT j F .,. Ep ARCN� I COMPOUNDS. '- -------- I2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE TABLE4.504.1-ADHESIVE VOC LIMIT. I LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 00 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE I (Less Water and Less Exempt Compounds m Grams per Liter) - ------ - ----- ------ - __ - _ CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS IARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT � I SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS INDOOR CARPET ADHESIVES 50 1 AVAILABLE FROM THE AIR RESOURCES BOARD. I I CARPET PAD ADHESIVES ------------- ----- -- ___-� III 50 - - I I I 1 DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) I I OUTDOOR CARPET ADHESIVES I 150 I------- _ - - -- - -- - - - : - - - --- -- -- 'I I I I 1 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the WOOD FLOORING ADHESIVES 100 0 C-11 . 4.304 OUTDOOR WATER USE 1 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of I final inspection shall comply with the following: 1. Controllers shall be weather or soil moisture based controllers that automatically adjust irrigation in response to changes inplants' ineeds as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. I I Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY I I 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE i-._._---J---,-:.__ -__.-..-_--.__-...___._.__-______._-_- __ _ - 1 RUBBER FLOOR ADHESIVES I 60 - -- ----4-----.. _- ___ -------- SUBFLOOR ADHESIVES I 50 ---- ADHESIVES � ---- -- - - - -- - 65 VCT&AIS HIALTTILEADHESIVES----------_-- 50 DRYWALL & PANEL ADHESIVES 1 50 -- - -- - - -- - __ -- _ - - ---- - - COVE BASE ADHESIVES -_50 -- -------- -- ___.--- ----- MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 ti --------- ---- --- - SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 - - --- -- -- - -- __ - -- OTHER ADHESIVES NOT LISTED i 50 i, SPECIALTY APPLICATIONS -- --- - �CPVC WELDING 1. - - 1 I -- PVC WELDING 490 . - - 510 1 - ---------- I o owing. - 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing ?nd Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). I 3. NSF/ANSI 140 at the Gold level. j 4. Scientific Certifications Systems Indoor AdvantageTM Gold. I r 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 1 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. I 2 Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 3. Certification under the Resilient Floor Covering Institute (RFCI) Floor Score program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). INSPECTOR 1 4,504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on SIGNOFF the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 4.504.5 - FORMALDEHYDE LIMITS MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE - 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 LTHIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIRCODE OF REGULATIONS, TITLE 17, SECTIONS 93120THROUGH93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 M M). 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct a r contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. Fo g , g, g , g, additional information, see American Concrete Institute, ACI 302.211-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. F_ 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and I floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in 1- compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to encl re in w or floor cavities. Wet -applied insulation �\ oraductss,'ra o11Dw t mam cturers' drvine re�mmndatio i?toe closure. _ , � r 4.506 INDOOR AIR QUALITY AND EXHAUST \ 1 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: \L I I 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. I2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximur Iof 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in)Notes: 4 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combinatior 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFO 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditio ' systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/RCCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACOA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2004 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 701 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection r other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters,building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 1 2. H ERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 1 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installercertification, ins pection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. ,��F CALIF„ � � 'Qin 9 N C-3 20 Hylan �3 g4 e al 331.19 F .,. Ep ARCN� 00 cV v IV U O U MIII 0 U !R r_, '� v� . ti-" !4 O r. .. ,.44 r -I .. r-01 . L Z o LU O N LJJ N I Rt O Cf L 0u 4✓ a- LJJ 4-_0 N C M Q Z �� >_ N C a) L.LJ p L F 01 � LU � -0 (.0 p U U 0C: J -C = 0) O L1J CU � U � aUfu��� U Q " � U m J U LY 61 2017 RESUBMITTAL SET of 12 i ACK TO BACK REINFORCED ANCHORAGE (BB -RA) REINFORCED ANCHORAGE(RA)REVISIONS DATE UNREINFORCED ANCHORAGE(UA)_; TABLE NOTES Panel 1 -Rod- - 2 3 -- 4 LIA5 - 6 7 $ 1. Designs are to resist loading per ACI 318-11 D.3.3.4.3. Model Height Anchorage Dia Rod le Cal &Ca2 Shear 2. STD indicates Anchors complying with ASTM F1554 Grade 36 (in) Grade (;n) (,n) Ties with a Hardy Frame Bolt Brace (HFXBB) installed with double HFX-9x 79.5° - 8' nuts on the embed end. 1-1/8- D-13-19 ST 13 1 3. HS indicates Anchors complying with ASTM Al 93 Grade B7 with HFX-12x 781l-101 - --- - - -- I a 1/2"x3"xY(Min) Plate Washer installed with double nuts on the 1 -1/8 -HS -20-30 HS 30 1 - # 3 embed end (HFXBB not required). 1 -1/8 -STD -14-20 STD 20 4. le = length of embedment from the to of footing or rade beam Cn HFX-15x, 18x. 78" - 13 - - -- - --- - --- t the g P 9 9 J 0 o e top of the HFXBB Bolt Brace (top of the embedded Plate W HF 5x, 18x 14, - 20' 1-1/8- LS -20-30 F 20 3 Washer @ HS anchors) � Cn Balloon �' - z �- 5. Cal = distance from HD Centerline to the end of the footing g or Q -- - --- - -- - - -- - - - _ rade beam. 1 -1/8 -STD -14-20 STD 14 20 g HFx-21x, 24x 78° - 13' -- - ------ -- ---- -- ----- --------- 6. Cat =distance from HD Centerline to both the front � ~ 0 1- -34 23 3 e ont and the back X Z- ---- - -- 2-#3 � face of the footing or grade beam. j H FX- 4x 1-1 /8 -HS -20-30 U) BalloQo Hs 0 7. Shear Ties are Grade 60 (Min) rebar and required for near edge o W - -- - -- - -- -- - - - -- distance conditions per ACI -318-11, fc = 2,500 psi. Curbs and = Z Q BACK TO BACK REINFOR D ANCHORAGE NOMENCLATURE REINFORCED ANCHORAGE N MENCLATURE UNREINFORCED ANCHORAGE NOMENCLATURE Q � 1-1/8 -STD - BB - RA 1-1/8 - STD - RA stem walls must be 6 inch min width for UA and RA, 12 inch >_ LL 1 -1/8 -STD -14-20 (min) L REINFO CED ANCHORAGE LEND &EDGE DISTANCE (Cal & C ' min width for BB -RA. C� �— a2) (min) Q "BACK TO ACK" INSTALLATION INFORCED ANCHORAGE EMBEDMENT DEPTH ( le) $. For UA a lications additi n —� H C) ROD GRAD OD GRADE ROD DIAME R ROD DIAMETER ROD GRADE pp o al tles may required at stem _ w ROD DIAMETER walls. Shear Ties are not required for installation away from Q _ - - - edge (see detail 1A), installation on wood framing, or for IRC " 0 i C,a? _ ' -- Ca2 Ca2 Braced Wall Panel applications. W 26 Min 4 y 22" Min --- -� - �• 9. Stirrups are Grade 60 (Min) rebar. See table for size and p Q Ca2 _Ca2 cat spacing. See "StirrupLayout" diagrams and "Ke ' for layout W Z ~ i--- C -f - patterns. (� � Min. 2'-6"- a1-- Cal --Min. 2'-s'� - a_ -cal __ Cal _ 10. Concrete Edge Distances must comply with ACI 318-11 D8.2. W - - -- - ---- - V) 135° BEND 2 �" ( ) Over -La �- o o -- - --- - - - - - --- - --- -- sro P 135 BEND -- -- - -- � Z 0 7 s14 �� 3 .. 2 %„ (Min) Over -Lap 2 Mi o =� RADIUS: 7 / — / ( n) Over -Lap _ © Q le + 1 1 #3=3Y4" Min 16" � RADIUS: - Z w # 4 = 4 t, Min i - ���� _ RADIUS: - - p 1 �4 O 111 # 3 1 y" Min# 3 = 1 Y° Min jLL -= _ _ # 4 2 Min +=EC ,�ZRADIUS o o GE VIEW m _ # 4 2 M' o J� _�I RADIUS �- I- - LENGTH - LENGTH - {---- �� � 2-3/4" FOR X13 Minim 9" Minim - LENGTH -- 15 Max 2PQ 3 EQ - ! 11" Max -- - -SHEAR TIES -, - - _ _ PANEL ON NOT iREQUIRED WHEN TOP OF CONCRETE CONCRETE A B B A A S A B A A B SPA g A KEY 2 EQ 3 E -- KEY - - -- -- - ------ A = 2-1/2" O.C. A B A _ 3,1 O.C. --- -- -- - •[BIB A A B B A SPA B A _ Model Length End Distance Edge Distance -- - • g >_ > Model Width 0 • . tt B= 1-1/4 ea I I I I I B= 1-1/2 ea -- - - Side of HD; HFX-9x 7-1/211 �, ,1 ! HF - -1/2" EWAIT# Side of H �- 2-3/8 2-3/8 HFX-9x HFX-12x HFX-15x HFX-9x HFX-12x HFX-15x ! - „ - 4" BUTTE COUNTY DEVELOPMENT SERVICES 4 EQ 5 EQ 7 EQ --- 10-1 /2" - - 6-1 /4' - ---- 3-1 /2.. 1 J �� A B SPA B A A B SPA B A A B SPA B 3EQ 4 EQ HFX-12x - -- - _ - --I- 1--12 �- I�Ei�ID FOR HFX 15x 12 7 3 - B SPA B A A B SPA B A A B A A B A 1 M MITHFX-18x 15'� _ ___..--_ --- /8 ._ - 4 1/4 -15x t� 1 9-3/4 CODE COMPLIANCE 8-3/8" 5" j DATE Zo -� I - - --- I - HFX-1 18 1 /4 l BY - I I ( HFX-21 x 18" 9-3/8" 5-1/2" I- - - 2-5/8" ,� I I -- -- - -- � -- - - - --- - __ � r�-21 x 2 5-3/ co Fi i i A III 111 4* .0111 111 HFX-18x HFX-21 x HFX- 4x H -18x HFX-21 x HFX-24x HFx 24x 21 " 10-3/8" 6" - O E 1 HFX-24x 24 18-3/4 0 0 BB—RA SHEAR TIES &STIRRUPS RA SHEAR IES & STIRRUPS UA SHEAR TIES 1 A HFX ANCHOR CENTERLINES A E 4" A. #4 (Min orizontal Rebar A. #4 (Min) Horizontal Rebar A. Shear Ties per UA Table Topa Bottom by EOR Top and Bottom by EOR B. 10" Max or per Plans B. le - C. le r Table B. 12„ Min C. le per Table IMPORTANT. D. 17" C. 15„Min - - D. Ca2 per Table E. D. 22 Mm E. ±1"from Top of Concrete _ F. 2 2 10" Min, 12” Max E. CL = 6" Min, 8" Max B to CL of Shear Tie co �; ( F. 1'-10" (Min O F. 1" CL Upper Two Ties 1 • ANCHORAGE IS DESIGNED FOR TENSION AND � - @ N ±1" From op of Concrete � G. ±1 From Top of Concrete _ G. Shear Tie SH r-� to CL of Shear Tie i _ _ s per RA Table EAR TRANSFER ONLY, FOUNDATION DESIGN CO H. 1" CL Upper Two Ties i i H. 1� CL @ Upper Two Ties > PER EOR. - - when Top of Concrete is �� I _ 8 above Top of Slab „ . II I � a I. Shear ies per Table B C D I. Shear Ties per Table c.. t, a\ J. 2 -6 Min UNO b EOR O 0 0 P © j H. 12 Min LO - (Min) Y _ , J. 2 -6 Min UNO by EOR - I. Cal per Table` 10 K. Stirrups per Table = K. Stirrups per Table - P 2. REINFORCEMENT SHOWN IS THE MINIMUM �\ \ T �� ..,,,., . 12�-, = L. Cal per able r, _.� co - T L. Cal per able REQUIREMENT AND IS NOT INTENDED TOS° `' REPLACE REINFORCEMENT DESIGNED BY THE 20 oo - Q EOR... �1, CURB (12" MIN) WIDTH CURB (6" MIN) WIDTH - j m ' o - CURB (6 MIN) WIDTH TERIOR SLAB EXTERIOR SLA 3. FOR RA AND BB -RA INSTALLATIONS, THE M W it Cv ,J j G EXTERIOR SLAB _ HFXBB BOLT BRACE MAY BE PLACED ON TOP- J f INTERIOR SLAB l INTERIOR SLAB O,.',= INTERIOR SLAB OF THE STIRRUPS WITH DOUBLE -NUTS --O - INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS.(NOTE: V / - -- -- ' %2X311"311 - --- - PLATE WASHERS ARE REQUIRED TO BE DOUBLE -NUTTED AT EMBED END OF HIGH - - --- - _ _ -___ - - `r=r=-f=r =r- --- STRENGTH ANCHOR RODS.) �!' ♦-r =1 `r r r r r -r= =r -r= _ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 11 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �i I l t 1 1 1 1 1 1 11 1 1 1 1 I I A 1 N N A A D C B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N I N I A I O O O 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 D C B It I I N I t l 1 1 1 1 1 1 I I A I I N 1 1 I N I 11 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 N 1 1 1 1 1 I N 1 I I N 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 iQ O 11 I I N 1 1 1 1 1 1 1 1 1 I I N 1 1 1 1 1 1 A 1 1 jO - 1 4. HIGH 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A I GH STRENGTH ALL -THREAD RODS PROVIDED 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 11 1 1 1 1 1 1 1 1 1 1 1 1-- (► 1 1 N 1 N 1 N 1 r N 1 � _ 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 v 1 1 I 1 1 1 1 1 1 1 1 Oil 1 1 1 1 1 1 N N A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 {-� �-1- t l 1 1 1 t, N -- BY HARDY -- -,! J=l _-t J= 1==1=LJ===�-=-1 _ -- , 1 1 1 1 1 1 1 1 r 1 1 N N t 1 1 N 1 1 1 1 r 1 N _ --- FRAMES ARE STAMPED ON BOTH t- -- -- _= ENDS. DATE: HF1-1-2016 a - CURB @ OUTSIDE CORNER CONTINUOUS FOOTING CURB @ OUTSIDE CORNER CONTINUOUS FOOTING STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER BB -RA SECTIONS & ELEVATIONS 3 B - RA SECTIONS &HFX1 ELEVATIONS UA SECTIONS & ELEVATIONS 1 B IMPORTANT NOTES nB ' Panel Rod BB_RA_ r -- ---_-- - -------- del Width Anchorage 1 Dia Rod 2'3 leo Ca 5 Ca2' Stirrups 9 Shear? Panel 1 Rod 2,3 -4 �5- 6 9 7 ' t � Model Width Anchorage Dia Rod le C C Stirrups Sh yar � (in) (;n) Grade (in) (in) (in) (in) Ties �� (in) (;n) Grade (in) (in) (n) (in) des j # 3 (min) 3@( (min) HFX-9x 9 1 -1/8 -STD -BB -RA STD 13 8 - # 4 @ HFX-9x 9 1-1 /8 -STD -RA STD 8 - # 4 19-3/4 3-3/4" OC 3-3/4 OC _-- _- 19-3/4 1 -1/8 -STD -BB -RA STD HFX-12x 1 -- - _ # 3 (min) 1-1/8-STD-R--A- STD 18 11 -#4 HFX-12x 12 1 -1/8 -HS -BB -RA HS @ 4" OC ' I 1 -1/8 -HS -RA - HS --- � - # 4 j 'i 1/8 -STD -BB -RA STD :HFX-15x 15 20 1 -1/8 -STD -RA STD (min) 12-#4 HFX-15x 15 #3 mm 1- 8 -HS -BB -RA 1-1 /8 HS @ " ----- - - ----- 1-1 /8 15 11 10-#4 4 C 1-1 /8- TD -BB -RA STD � 1 -1/8 -STD -RA STD HFX-18x 18 - 23 15-#4 HFX-18x 18 1-1/8-H S B -RA HS _ # 4 (min) i 1 -1/8 -HS -RA HS _ 1-1 /8 -STD -B -RA STD 20-5/8 @ 4 OC � 1 -1/8 -STD -RA STD 5/8 HFX-21 x 21 16-#4 HFX-21 x 21 11 -#4 1 -1/8 -HS -BB- HS__ 1 -1/8 -HS -RA HS 1 -1/8 -STD -BB -RA STD 26 - � -- - - --- # 4 (min) HFX-24x 24 _ 1 -1/8 -STD -RA STD 18-#4 HFX-24x 24 — -- --- ---- 12 -#4 L @ 4" OC ' H 1 -1/8 -HS -BB -RA HS 1 -1/8 -HS -RA 1. CAVITY ORIENTED FOR CONNECTION AC SS. 2. 1 EA. HARDENED ROUND, 2 EA. SAE 2 EA. ROUND -FLAT WASHERS AND 1 E 8 HEX NUT AT BOTH ENDS. SEE HFX OR ANCH G 3. 8 INCH FRAMING ABOVE 4. A 2x FILLER WITH 1/4" 1/2" MIN USP -WS SCREWS (OR EQU L IS PERMITTED. 5. WOOD BACKIN I LD INSTALLED AS NEEDED. TES:, 3 A)O OF PLANE FORCES TO BE ESI ED BY OTHER FRAMING 0 '4' MEMBE PER THE BUILDING 4 DESIGN P FESSIONAL. 0 0 B) BALLOON WAL PPLICATIONS REQUIRE HIGH S ENGTH 5 ANCHORAGE. SEE FOUNDATION PLANAN ANCHORAGE TABLES ON 0 0 SHEET HFX-1 �- K TO BACK INSTALLATION 2 0 3 1. 15# FELT OR EQUIVALENT MOISTUR AR TER 0 RECOMMENDED BETWEEN PANEL BA AND CONCRETE. 2. 1 EA. HARDENED ROUND, 2 EA. S OR 2 EA. ROUND -FLAT WASHERS AND A. GRADE 8 H NUT. SEE HFX1 FOR ANCHORAG 1 3. WELDED CONNECTION B 'HARDY FRAMES, INC. (N FIELD CONNECTION � QUIRED). 4. A 2x FILLER WITH 1/ x 4-1/2" MIN USP -WS SCREWS �/-C2 (OR EQUAL) IS MITTED. 1 ` 5. WHEN REQUI BY THE BUILDING DESIGN 0 PROFESS AL BY ADJACENT WOOD MEMBERS TO PANE ITH 1/4" USP -WS SCREWS (OR EQUAL) ° THRO H THE PANEL EDGE INTO THE WOOD MEM ER. I3/4/LLOON WALL INSTALLATION 1. 4x WOOD FILLER WITH USP MP4-F CONNECTORS (OR EQUAL) BY BUILDING DESIGN PROFESSIONAL. 2. 1/4" x 3" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES 3. ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS INSTALLED AT THE EDGES WHEN INSTALLING A 4x FILLER ABOVE OR WHEN SPECIFIED BY DESIGN PROFESSIONAL. 1. 1/4" x 3" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES 4. OPTIONAL LEDGER PRE -DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF 2. 1/4" x 4-1/2" (MIN) USP "WS -SERIES" SCREWS (OR EQUAL). QUANTITY PER TABLES PANEL AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD 3. 2x WOOD FILLER. LEDGER LOCATED IN PANEL CAVITY. 5. CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL. TOP CONNECTION W 4x FILLER 10 TOP PLATE CONNECTIONS 1 NOTES: ATTACHMENTS MAY BE MADE SCREW HOLES PROVIDED OR WITH SELF TAPPING SCREWS (#12 AT EDGES, #10 AT FACE). 0 SECTION B SECTION A �_0 O� 3 B 1. TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN AND CONNECTIONS BY OTHERS. 2. 6x HEADER. 3. WOOD MEMBERS MAY BE INSERTED VERTICALLY OR HORIZONALLY IN CAVITY FOR BACKING AS NEEDED. 6x HEADER ABOVE -SECTION 1A. WELDED STRAPS ARE AVAILABLE FROM MANUFACTURER WHEN REQUIRED BY THE DESIGN PROFESSIONAL. _(6) 1 B. WHEN STRAPS ARE FIELD INSTALLED THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL. CONNECTION TO PANEL WITH SELF TAPPING SCREWS IS PERMITTED. 2. A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) USP "WS" SERIES SCREWS OR EQUAL IS PERMITTED. 2 3. WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THE DESIGN PROFESSIONAL. 4A. THERE IS NO "INSIDE" OR "OUTSIDE" FACE OF PANEL. TO PREVENT THE NEED FOR ADDITIONAL HOLES ORIENT THE PANEL CAVITY TOWARD THE FIXTURE BEING INSTALLED. 4B. A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED IN THE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MIN. FROM ANY EDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST ALSO BE 1" MINIMUM ABOVE AND BELOW THE 3" DIA. HOLE PROVIDED. 4C. FOR HOLES LARGER THAN 1" DIA. OR TO ADD MORE THAN ONE HOLE _ CONTACT HARDY FRAMES, INC. 1. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN TOP CONNECTIONTOHEADERPANEL BASE AND CONCRETE. 2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND 1. 15# FELT OR EQUIVALEN OISTURE BARRIER RE MMENDED BETWEEN 1 EA. GRADE 8 HEX NUT AT BOTH ENDS. SEE HFX1 FOR ANCHORAGE. PANEL BASE AND CONCRE . 3. ADACCENT FRAMING WITH 1/4" DIAMETER SCREWS IS INSTALLED AT THE 2, 1 EA. HARDENED ROUND, 2 E . SAE OR 2 EA. UND-FLAT WASHERS AND EDGES WHEN INSTALLING A 4x FILLER ABOVE OR WHEN SPECIFIED BY DESIGN 1 EA. GRADE 8 HEX NUT AT BO H ENDS. SEEFX1 FOR ANCHORAGE. 3 PROFESSIONAL. INSTALLATION ON F UNDATION 5 RAISED FLOOR HEAD -OUT 9 0 o IIS a• :a e; a :�, ,•a � .a 4 a A °, •° rl 1. 15# FELT OR EQ t�/ALENT MOISTURE BARRIER RE MMENDED BETWEEN PANEL BASEID CONCRETE. 2. 1 EA. H - ENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLA SHERS AND 1 E RADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. I ALLATION ON 2x PLATE o i N ,t 1 •a ae a s .. . ° e .e • .. • •' a e: � , a ° G F aj ae.•. °. d. d 1. P/SORINUS 1-1/2" GAP TO BE FILLED WITH MIN 5,000\STREN • ON -SHRINK GROUT. 2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS A� 1 EA. GRADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. STALLATION ON NUTS&WASHERS 1 HFX-SERIES 78 IN. THRU 13 FOOT Model Net BUTTE COUNTY DEVI Hold Down Top Screw Qty del Height Depth Diameter' Screw Qty2 Available at Number (in) (in) (in) ea Edges (ea)3 H FX -12,15,18,21 & 24x78 78 9" Width = 5 Q: 1-- ru H FX -9x79.5 79-1/2 3-1/2 1-1/8 12" Width = 6 15" Width = 8 4 H FX -12,15,18,21 & 24x8 92-1/4 HFX-9x8 93-3/4 H FX -12,15,18,21 & 24x9 104-1/4 21" I = 12 24" Width = 14 18" Width = 10 HFX- 15,18,21 & 2-4x-1-8-212-1/4 H FX -12,15,18,21 & 24x10 116-1/4 224-1/4 CC 00 H ....�C•-x'5,18,21 & 24x20 236-1/4 21" Width = 12 5 HFX-15,18,21 & 24x11 128-1/4 CI. D- M W _J coW HFX-15,18,21 & 24x12 140-1/4 24" Width = 14 6 H FX -15,18,21 & 24x13 152-1/41 BALLOON PANELS 14 FEET THRU 20 FEET 3 1) Hold down bolts connect to the Panel base with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 Hex Nut on each rod or as specified by the Building Design Professional. 2) 1/4" diameter USP -WS Series screws (or equal). Length is 3" (minimum) when attached directly to the collector and 4-1/2" (minimum) when installing a 2x filler above the Panel. 3) Adjacent framing with 1/4" diameter screws is required at the edges when installing a 4X filler above or when specified by the Design Professional (A . ° Q � a � 4. •,•a a •..:.. ..•. a - p OPTIONAL INSTALLATION WITH HFBX BASE EXTENSION FOR ADJACENT FRAMING 1, 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND 1 EA. GRADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. 3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL. NSTALLATION ON CURB 1 INSTALLATION INSTRUCTIONS A) When installing directly on concrete, place Panel over bolts and connect with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 or 2H Heavy Hex Nut. Secure with a deep socket (recommended) until "Snug Tight'. B) If bottom connection is not detailed on plans, confirm with Design Professional before installing on Nuts & Washers or on a Mudsill. C) Use 1/4"A-1/2" USP -WS Series screws (or equal) at top connections with a 2x filler. If the top of Panel is in direct contact with the collector above (top plates, header, beam, etc.) use1/4 x 3" (minimum) D) For installations with a 4x filler above 1/4" diameter screws are required at the Panel edges to brace for the out -of -plane hinge or when they are specified by the Design Professional. B 9" PANEL 12" PANEL 15" PANEL 18" PANEL 21" PANEL 24" PANEL nc PANCAKE FIXTURE AS NEEDED pwnna�_ #12 SELF -TAPPING SCREI AT EDGE OF PANEL. (BUGLE HEAD WITH SELF DRILLING WING TIP SHOW *=on> 110 SELF -TAPPING SCREWS \T FACE OF PANEL. HEX HEAD WITH SELF )RILLING TIP SHOWN) 112 SELF -TAPPING SCREWS �T FACE OF PANEL. BUGLE HEAD WITH SELF )RILLING TIP SHOWN) W BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD 3NNz$9 SELF DRILLING TIP SELF DRILLING WING TIP NOTES: 1) SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL FACE WITH # 10 SELF -TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC. 2) ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF -TAPPING SCREWS. 3) STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL. 4) STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAGE. CD REVISIONSI DATE D U-1 VJ J 0 W W C/) Z~ OU Z 0 L0 X z 0 - LL < W Z Q Fa -°LL ��//�� W vJ 0 J O Q F - w o� 0 C/) Q F- I - Ur w I- w� z U_ J U) <Z Q W J ry o� U. _ 0 O H LL PvlIT f Net BUTTE COUNTY DEVI Hold Dow Top S_ccrre- y del Height Depth Diameter' Screw Q 2 available at Numbe (in) (in) (in) I• -- Edges (ea)3 HFX-15,18,21 & 24x14 16 - 15" Width = 8 Q: 1-- ru HFX-15,18,21 & 24x15 176-1/4 3-1/2 ><<6 1-1/8 18" Width = 10 HFX-15,18,21 & 24x16 188-1/4 HFX-15,18,21 & 24x17 29"1-4- 21" I = 12 24" Width = 14 7 HFX- 15,18,21 & 2-4x-1-8-212-1/4 HFX-15,1 24x19 224-1/4 CC 00 H ....�C•-x'5,18,21 & 24x20 236-1/4 3 1) Hold down bolts connect to the Panel base with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 Hex Nut on each rod or as specified by the Building Design Professional. 2) 1/4" diameter USP -WS Series screws (or equal). Length is 3" (minimum) when attached directly to the collector and 4-1/2" (minimum) when installing a 2x filler above the Panel. 3) Adjacent framing with 1/4" diameter screws is required at the edges when installing a 4X filler above or when specified by the Design Professional (A . ° Q � a � 4. •,•a a •..:.. ..•. a - p OPTIONAL INSTALLATION WITH HFBX BASE EXTENSION FOR ADJACENT FRAMING 1, 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE. 2. 1 EA. HARDENED ROUND, 2 EA. SAE OR 2 EA. ROUND -FLAT WASHERS AND 1 EA. GRADE 8 HEX NUT. SEE HFX1 FOR ANCHORAGE. 3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL. NSTALLATION ON CURB 1 INSTALLATION INSTRUCTIONS A) When installing directly on concrete, place Panel over bolts and connect with (1 ea) Hardened Round, (2 ea) Round -Flat or (2 ea) SAE Washers below (1 ea) Grade 8 or 2H Heavy Hex Nut. Secure with a deep socket (recommended) until "Snug Tight'. B) If bottom connection is not detailed on plans, confirm with Design Professional before installing on Nuts & Washers or on a Mudsill. C) Use 1/4"A-1/2" USP -WS Series screws (or equal) at top connections with a 2x filler. If the top of Panel is in direct contact with the collector above (top plates, header, beam, etc.) use1/4 x 3" (minimum) D) For installations with a 4x filler above 1/4" diameter screws are required at the Panel edges to brace for the out -of -plane hinge or when they are specified by the Design Professional. B 9" PANEL 12" PANEL 15" PANEL 18" PANEL 21" PANEL 24" PANEL nc PANCAKE FIXTURE AS NEEDED pwnna�_ #12 SELF -TAPPING SCREI AT EDGE OF PANEL. (BUGLE HEAD WITH SELF DRILLING WING TIP SHOW *=on> 110 SELF -TAPPING SCREWS \T FACE OF PANEL. HEX HEAD WITH SELF )RILLING TIP SHOWN) 112 SELF -TAPPING SCREWS �T FACE OF PANEL. BUGLE HEAD WITH SELF )RILLING TIP SHOWN) W BUGLE HEAD WAFER HEAD FLAT TRUSS MODIFIED TRUSS HEX HEAD 3NNz$9 SELF DRILLING TIP SELF DRILLING WING TIP NOTES: 1) SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANEL FACE WITH # 10 SELF -TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC. 2) ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF -TAPPING SCREWS. 3) STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL. 4) STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12 GAGE. CD REVISIONSI DATE D U-1 VJ J 0 W W C/) Z~ OU Z 0 L0 X z 0 - LL < W Z Q Fa -°LL ��//�� W vJ 0 J O Q F - w o� 0 C/) Q F- I - Ur w I- w� z U_ J U) <Z Q W J ry o� U. _ 0 O H LL PvlIT f BUTTE COUNTY DEVI REVIEW (� .�0DE- C0� 0 I• -- E E Q: 1-- ru w Lu 0 N 0 �� Lo � IRIS, �\•\\ CC 00 itrwa`,�, . n� CI. D- M W _J coW DATE: 1-1-2016 HFX2 MENT SERVICES D FOR _BY QE