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B19-4087 PLANS approved CF Redline
r 1, T.) m E w � Q ° m , 0 N 14_, Ln cf./ n LLI WI to v ^ m Ln x wo a m � lb Z x -j E Ow _c I) Q o EROSION CONTROL NOTES: ry PLAN ,y 1. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED ON A DAILY ALL DESIGNER: SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE NET THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 2. ALL PAINT, FUEL AND CONSTRUCTION PRODUCTS SHALL BE STORED IN A COVERED JAMES PEPPLER ALL PAINT, FUEL AND CONSTRUCTION PRODUCTS SHALL BE STORED IN A COVERED AREA AWAY FROM STORM DRAIN INLETS, SWALES AND CONNECTED PAVEMENT FINISH DATE: AREAS. 11-15-11 3. PORT-A-POTTYS ON THE SITE MUST BE KEPT OFF OF STREETS AND AT LEAST FIFTY o / - ,0������ PORT-A-POTTYS ON THE SITE MUST BE KEPT OFF OF STREETS AND AT LEAST FIFTY o O��L _ FEET FROM ALL STORM DRAIN INLETS. N S 4. ON-SITE CONCRETE WASHOUT MAY BE PROVIDED BY HAY BAILS LINED WITH ON- SITE CONCRETE WASHOUT MAY BE PROVIDED BY HAY BAILS LINED WITH VISQUEEN, ROLL AWAY BINS OR OTHER APPROVED METHODS. WASHOUT SHALL BE INSTALLED AWAY FROM ROADWAYS AND STORM DRAIN INLETS. MINIMUM REQUIREMENTS FOR PROJECTS DISTURBING LESS THAN ONE ACRE: BEST CZ MANAGEMENT PRACTICES (BMP) SHALL BE IN PLAGE TO PREVENT THE LOSS OF SOIL w Q THROUGH W IND OR WATER EROSION BY IMPLEMENTING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL AND GOOD HOUSEKEEPING BMP'S. BMP'S SHALL BE IN m V PLACE THROUGHOUT THE YEAR. ADDITIONAL BMP'S MAY BE REQUIRED. SOIL LOSS BMP'S: z I 0 1. SCHEDULING CONSTRUCTION ACTIVITIES AROUND WEATHER THAT MAY SCHEDULING o CONSTRUCTION ACTIVITIES AROUND WEATHER THAT MAY IMPACT SOIL EROSION. o 6) 2. PRESERVATION OF NATURAL FEATURES, VEGETATION AND SOIL. PRESERVATION OF to O z NATURAL FEATURES, VEGETATION AND SOIL. W w D 3. PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR CATCH PROTECTION OF ii to O STORM DRAIN INLETS (GRAVEL BAGS OR CATCH BASIN INSERTS) CZ Q w v 4. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE OR FIBER PERIMETER p < v LU SEDIMENT CONTROL (PERIMETER SILT FENCE OR FIBER ROLLS) J m 1- 20.01 AC 5. OTHER SOIL LOSS BMP ACCEPTABLE TO THE ENFORCING AGENCY. OTHER SOIL LOSS 5 0 c D BMP ACCEPTABLE TO THE ENFORCING AGENCY. m J GOOD HOUSEKEEPING BMP'S: (TO MANAGE CONSTRUCTION EQUIPMENT, MATERIALS AND e 1 WASTES THAT SHOULD BE CONSIDERED FOR IMPLEMENTATION A5 APPROPRIATE FOR EXISTING SEPTIC SYSTEM, INSTALLED 2011 EACH PROJECT INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: 6. MATERIAL HANDLING AND WASTE MANAGEMENT MATERIAL HANDLING AND WASTE * 1500 GAL. TANK MANAGEMENT 220 FT. LEACH LINE 100' 1. BUILDING MATERIALS STOCKPILE MANAGEMENT. BUILDING MATERIALS STOCKPILE MANAGEMENT. 1500 GL.TAN SLOPE S. MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) MANAGEMENT 500 GL. OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) PROPANE TANK PROPOSED 3 BED 9. CONTROL OF VEHICLE/ EQUIPMENT FUELING/ REPAIR CONTROL OF VEHICLE/ iiEQUIPMENT FUELING/ REPAIR RESIDENCE 10. SPILL PREVENTION AND CONTROL SPILL PREVENTION AND CONTROL ,(7- (10'MIN.) 11. OTHER HOUSEKEEPING BMP ACCEPTABLE TO THE ENFORCING OTHER HOUSEKEEPING w 220'LEACH LINES — BMP ACCEPTABLE TO THE ENFORCING AGENCY V P� > Z 1,275, v :. ill � oO —QFRONT. D - . . NOTES: .. v - \ PROJECT SHALL COMPLY WITH2O16 GRG SECTION R337 MATERIALS z rt ..-r:..'..:.:: AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE SLOPE AWAY 4, + FROM —> - ( ) ILI / FOUNDATION NOTE: AUTOMATIC FIRE SPRINKLER SYSTEM 15 REQUIRED AND WILL W — Z BE INSTALLED PER NECONSTRUCTION REQUIREMENTS. PLAN 15 Q 408' TO BE DESIGNED AND INSTALLED BY OTHERS, PLAN 15 DEFERRED REVIEWED 5 Z o�::.``: _ di SUBMITTAL Q < FORCODE COMPLIANCE K „,. I M , 6) EXISTING NELL February 10, 2020ii °.. / 0 TRB AND ASSOCIATES J o r- Ll } Lii w `7° Z to ui �d, / I I z �s�,ti CO A.P.#027 180 043 FLOOD ZONE X v O un wX Im 0 ^ LOT SIZE: 20.01 ACRES OCCUPANCY: R-3 TYPE CONSTRUCTION: VB p w wit 0 "Ti_ .,. OWNERS: DAVID SWAN a - A.P. 021-180-043 L .. Tzo PHONE (530 )566-4670 F ��� Q16ADDRESS :RAIL BRIDGE RD., PALERAMO GA. REVISIONS (1, D > DIRECTIONS: HAZY 70 TO OPHIR RD. TO RAIL BRIDGE RD. [DATE:HAZY REV. 1 1-1-20 o BUILDER: OWNER REV. 2 1-2g-20 Permit# B19-4087 SITE PLAN JOB DESCRIPTION: NEW 3-BDR. RESIDENCE REV. 3 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR PROPOSED CONDITIONED 1st FLOOR. 1239 5Q. FT. �j CODE COMPLIANCE PROPSED CONDITIONED 2nd FLOOR 524 5Q. FT. ifs 3490p , DATL 2/10/2020 BY scastillo TOTAL COVERED PORCH 1331 SQ.FT. PAGE INDEX T� /4I ,b P GARAGE 5Q. FT, NONE N/A Op iNzoG SITE PLAN 1 �b1 iD � i0 FLOOR 1&2 2 '�„� ELEVATIONS 3 321.00 ' O � FOUNDATION 4 1L 5R1pGe FLOOR FRM 5 ROOF b SECTIONS _7 ELECTRICAL g GAL GHK LIST I SEE ATTACHED ENGINEERING SCALE : 1 "-50 FT. 5HT'S 51-55 PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ GRG SECTION R106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL CODE( GRG ) 2016 MECHANICAL CODE ( CMG ) 2016 PLUMBING CODE ( CPG ) 2016 ELECTRICAL CODE ( CEG ) 2016 ENERGY CODE ( CEG ). AND THE 2016 GAL GREEN CODE ( GGG ) SITE PLAN ) a r 1 �OFESS/ "`IC �` M. Rill- % m PI 46 0 06, 99 m cn / N E J 6-30-/ P (6 /� / l' 1 - if CIVI' "'J O '',..4 � •'I- Q cn -rf IQ 4 _ m 01.29.2020 w 56' m x LL N 12' 11.-41112' 1.-.115' I • 12' 11.-41112' to k W Qa 40' Z .v E O 8' I.-.1I.-.122'-6 1/2" ►- 1 T-5 1/2" _1 m 8'X 3' MIN. LANDING 1 PLAN J_ - - DESIGNER: A DN JAMES PEPPLER 1 1 1 1 11>< FINISH DATE: 11-15-1q - DECK - r 1 12'-2" 11'-8" ►- 16'-2" ( COMPOSITE 2 X 6 DECKING ) 6'-2" 6' 4'- s" ►41 6' ►41 4'-10" 0-4 6' 6'-2" a) a) a) 6' 11'-5 1/2" ► .9' 40'-0" PERF �r q 6 5068 2868 ' 3' - ,VV2 A _OPENABLE H.LITE - - - - 1_ FULL 1 I _ Li _ _ �'I ``` I A m l) , / FULL 30405H 30405H TEMPERED I TEMPERED I I (� 0 30405H W — -I -- --] I-71 �I 1 1 I1 tL \ I I I-- - re CLOSET 1rz I L < >- _ I I PROPANE SLIDE- _ - _ I 6 _ A 0 in r_ v I Q 30" DIA.) ct_ I I IN RANGE N 1 LAUNDRY 1 0 O Z w ATTIC W EL in / ATTIC I I I `p I _/- I (N I- A In O O �- / a v I I _I 2668 1 i a�OPEN BELOW OPEN BELOW 4'WALL HEIGHT 1 = I DINING ii) 1 Awvi Wo .�. UNDER FLOOR W W CLOSET I `' I m _ o l I ELEC. HI-EFI FAU- - A v II BATH 5-4"WALL HEIGHT II Y in Mg 1 m f I ; SEE FND. PLN. -��', O o _ _ I r -` KITCHEN 1 -� 2 I W - m CA m III 2468 I- I I I LOUVERED DOOR 1 o J W -' ` I I 5066 1 ... I _ (VENTILATED) MASTER BATH o(I) (K I cn I-r u- I 1 -1 C- / ®1 I' I ILl I tu O 42"HALF-WALL i/ - m FULL 11 1 8'CEILING LINE 8'CEILING LINE / _ l 8'CEILING LINE i DECK Di L ,I - - TEMPEREDSHWR PROPANE �;o \\\fff paa W.I.G I Z `o 26`I_ I 1668 DOOR 1kll TANKLE55 W/H x I 6' J I 7 8 o I I VENTED TO EXT. 0 1 ," I ¢ I s 30"DIA. ' A m J t I — — LINEN fl') i-1 .0 II IN -7 ‘ 2668 - -1 2668 I I ; 1 o _PANTRY �� // n 1 - �� -_ o BEDROOM 3 �� m t I �6 x 6 4 x 6 XI 2338 - _I • m 1 I-1 UN I I I c i ( 5' ceilings ) MST48 TO LINE UP _ I HDU2 - - I -y T I o �' 6` y0 _ WITH HDU AND END m 1 I sl �.� N I- I OF WALL BELOW I N I I q-3 " rn I I-11 m m 1 WOOD HEAT INSERT W/ I I w z I LOFT I = I FLUE. PROVIDE SPEC'S 3'-6" 1 2'-5" .. 6' T 7'-6" 1 .p I I I N _ 2�-6„ II AT TIME OF OR BEFORE 0 I I v 1 = ( 5' ceilings ) ' ',— I 6' zu_i BEDROOM 2 � m - - �'' I� FRAMING INSPECTION. I _ 1 DECK _ Z illp1 I 1 ( 8' ceilings ) I II Z9 .W� W 4.OODSTOVE OR PELLET STOVE SHALL COMPLY I o 42"HEIGHT HALF ► — I D I I STITH U.5. EPA NEIN ANDARDS(N5P5)�M 55 ON LURCE PERFORMANCE AND SHALL I I Q WALLS,TYP. ' HAVE A PERMANENT LABEL INDICATING THEY I I (n 8'CEILING LINE 8'CEILING LINE _ _ I 8'CEILING LINE 8'CEILING LINE I O 1_ I O I ARE CERTIFIED TO MEET THE EM155ION LIMITSILI �J I_ — k [CBGC4.503.1] I 4068 i �o 0rn� i 1 , I MASTER BDRM z (� O Zrn - LIVING UP I J� I \,9\)/2- 1A1 I I o �v I I K K I iv — I I 4'1 In III I I_I NO GLA55 - I . a" — j cn N IN DOOR IV Cl Z 5'WALL HEIGHT 5'WALL HEIGHT A — I m TEMPERED GLA55 o } Z N 1 b b DooR n b b I r0 O'EN BELOW OPEN BELOW I �`+ �`+ p+ p`+ Q 1 ATTIC ill I Ul1 J��'Q`4�/ T TG ti (V in r ATTIC ATTIC I - - w�e \. - - - - ! N`So�� \ - - + ' Rj �` / 4' �o / 4* 3068 4' \IIII 4 O HDU2 o\ -- �\ � HDU2 u__ _ J _ I_ - 28 4 0 4-0 2-8 , „ , „ d „ r 30505H 30505H ),- L O 30405H 30405H 30405H f 2'-b" ►. 2 0-.0 . 30505H ,-1 0 30505H �' 2' f 2' T-1 0" - 2' ►� 2'-8"— A W j_} LLI rs3 ;i3 w I 6'-2„ ►' 5,-q,, ►' 6'-2„ ►' 5.-cl" ►' 6'-2" -5. O3 z Z 16'-2" - ( COMPOSITE 2 X 6 DECKING ) t!1 0 O o m - WX I 0 DECK 6 x 6 POST, TVP. 011.U EL 'n -, LIVING AREA y ' y X 11><11 I IX X I I 1 824 5Q FT DN A.P. 021-1E50-043 V ® REVISIONS DATE: REV. 1 1-q-20 (7n 3' X 3' MIN. LANDING REV. 2 1-28-20 1239 SO FT REV. 3 SECOND FLOOR - 12' ►- 12' - 5' 12' ►- 12' ► 8' - 23'-10" ►- 16-2" ►- s' PAGE INDEX 40' r SITE PLAN 1 FLOOR 1&2 2 Permit# B19-4087 SITE PLAN NOTE: S' CEILING HEIGHTS U.N.O FIRST FLOOR ELEVATIONS 3 BUTTE COUNTI' SERVICES REVIEWED FOUNDATION 4 REVIEW D FOR FLOOR FRM 5 CODE COMPLIANCE FOR CODE COMPLIANCE DAT E02/10/2020 BY scastillo NORTH ROOF 6 February 10, 2020 SECTIONS 7 ELECTRICAL g TRB AND ASSOCIATES CAL CHK LIST q SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. SHT'S S1-S5 J PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL CODE( GRG ) 2016 MECHANICAL CODE ( CMG ) 2016 PLUMBING CODE ( GPC ) 2016 ELECTRICAL CODE ( GEC ) 2016 ENERGY CODE ( GEC ). AND THE 2016 CAL GREEN CODE ( CGG ) 1 FLOOR PLAN r 1, m m E w � la ti 0 m Kr 0 1.1.1 MAINTAIN 2'MIN. FLUE GAP N HEIGHT ABOVE RIDGEFE O O pi CQ PROVIDE METAL f‘ ch -,%5) iV FLASHING CHIMNEY `i \ N 111Pitf COLLAR <STORM OLRSTORM < ! O w 12 111 � = V 0— ■ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 12 FLAN DESIGNER: I) L I I I I - , I JAMES PEPPLER /\10 FINISH DATE: — /X /N 11-15-1q 12 l 1 NON-COMBUSTIBLE HORIZONTAL SIDING M -- -- 4 ' AT GABLE ENDS W/3/8"SUB-WALL BEHIND _ 4 ■■ ■■ ■■ 12 'Il �! 12 LEAVE AND DEBRIS = Q ' ` PREVENTION AT '''�� ,`` GUTTERS PER W.U.I 4 '.. lam = 4 v ca 12 �� 12 O III i E .:, X 2"RAILING SPINDLES SPACED __ ril- O I....---------" I n _I >- 2" AT NOT MORE THAN A CIRCULAR ■■ _ I \\\\ IwozDIMENSION OF 4"3/8 TO PA55 42"HEIGHT DECK RAILING 1 - - = \ j - tn THROUGH AT ANY POINT. '� I II NON-COMBUSTIBLE HORIZONTAL Q SIDING AT EXT.WALLS W/S/8 ILI. W Q w W _ ---11- ___ _ - 1 3/4"SOLID- ; 1 r _ ____ . 2"X 2"RAILING - '--,\ GORE EXTERIOR .- .'I 5 O N m it SPINDLES SPACED ATC=-7 r J l 1 , l I \7/ DOORS W/20 CQ NOT MORE THAN A - ``// -- - MIN.FIRE RATING — — I CIRCULAR OF4'3/DSTOPAS - _-> I `\ /SS - PER W.U.I. —ll / 1 STAIR GUARD RAIL HEIGHT THROUGH AT ANY ® AT 34"MIN TO 38"MAX. POINT. I I w �-- 11111)11111111111 111111 1[ 111111111111111=111111= I=1111111(1111111111111111 (11111111111111111 11111111111111(1 111=1111111111111(1111111111= 111= 111111111111111= 111=1 1=1 =1111111111 - - _III III III III III III III III III III III III III III III III III III III III III III III III III III III III .III...III...III...III...III...III...III...III...III...III...III III III III III III III III III III III III III III III III III III III III III III III III_ 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111 I - =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFTSIDE ( NORTH ) _ - - - - - - - - - - - - - - - - - - - - - - r I-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-I I�-,��-,��-,��-,��-,��-,��-,��-,��-,��-,��-�I I-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-111-I _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ � III III III III III III IIS IIS IIS IIS IIS lI� II� IIS IIS IIS IIS IIS IIS IIS IIS IIS IIS III IIS IIS IIS IIS IIS IIS IIS IIS hill IIS IIS IIS III IIS IIS IIS IIS IIS IIS II� IIS IIS IIS 111 III IIS IIS IIS IIS IIS III I-11 IIS IIS II =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I1 I I=1 I I1 I I=1 I I1 I I=1 I I1 I I=1 I I1 I I1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11= . . . . . . . . . . . . — = 1111111111=111=111=111=111=111111111=111=111=111=111111=111=111=111=111=111=111=111=111=111=111=111 11=111=111=111=111=111=111111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= 1=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111-111=1 =II _II _II _II _II _II _II _II _II _II _II _11 _11 _1 _I _I _I _I _I _I _11 _11 _1 _I _I _I _I _I _I _RBARBLBYATIONBAST _II _II _11 _11 _1 _I _I _I _I _I _I _11 _11 _1 _II _I _I _I _I _I _I _I _ I I = I= II= II= 1 = 11= 11= 1 = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = II= II= = 11= 11= 1 = 11= II= = 11= 11= 11= 1 = II= = 1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=111=111=111=111=111=I I 1=III III III III III III III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I 11=111=111=111= 11= 1= 11=111= 11=1 1= 11=111=111= 11=111=111=1 1= 11=1 1=1 1= 1= 1= 1= 1-11- 1= 1= 1= 1= 11= 1= 1=11 = 1= 11= 1= 1-11-111- 11- 1= 1= 1= 1=111= 1= 1= 1= 1= 1=111= 1= 1= 1= 11= 1-11- 1= 1= 1= 1=111= 11= 1= 1= 1= w v z w Q Permit# B19-4087 SITE PLAN BUTTE COUNT� W SERVICES REVIEWED FOR Z V III• CODE COMPLIANCE DATE02/10/2020 BY scastillo 7 K 12 III CLASS A STANDING SEAM METAL ROOF PANELS W/60 LB FELT UNDER Q Z 12 1 1 l l l l 1 1 1 1 l l l 1 1 1 1 V l 1 l 1 1 1 1 1 l l l l 1 1 X Z K , I I I ) ) ) I I I I I I I I I I ( O Li_ JO 10 Q } ,0 w REVIEWED �l w ./ Z iii ,o 1 12 _O � z ,� z V FOR CODE COMPLIANCE t v O o m Qw cL ,n /\- - APPLY NON-COMBUSTIBLE W.U.Id February/ 10, 2020 APPROVED MATERIAL AT EAVES == 1 DUAL GLAZED VYNL TRB AND ASSOCIATES WW/INDOWS ONE SIDE A.P. 021-180-043 TEMPERED, U.N.O. ��I" IMMI �I" �� 4 IM■ 1 REVISIONS �� �� P DATE: �. �`` 12 '�� -111,,,.... ...00.- 12 REV. 1 1-q-20 �i ��� REV. 2 1-28-20 _� j \ j j \ —0000'4°.°1°.°...' � REV. 3 ~ \. W.U.I APROVED PORCH LID COVERING,TEXTURE % NON- lIGH. 7 W.U.I APROVEDjT �— \ AND COLOR PER OWNER CTIBLE HORIZONTAL , - ■■ ,/ - - , _ \\,j) PORCH LIDPAGE INDEX _ ® / __ _ II � -LL==-�= 51DINGW/3/8" ' — ■■ EFFICACY , TEXTURE AND 1--- ---�-- �s=s% III rFrF — _- `Sy// SUB-WALL XT.LIGHTING COLOR PER C' _ 13/4"SOLD-GOREBEHIND — T T OWNER SITE PLAN 1■ ■ ■ ■■ ■■ ■ ■ ■ ■ FLOOR 1&2 2 __ - r---- /�^\� - E TERI RD RW o 11111 111111 _j---► _ MIN.FIRE RATING PER W.U.I. W _ _ I I11111 111111 _ ___ -. ___ __- • _ ELEVATIONS 3 y EER �y . —UNDER GROUND — ' IIIII 111111111 l 1 -II -- --- FOUNDATION 4 UTILITIES TO 200 ® I I I I II AMP MAIN 1 FLOOR FRM 5 ROOF b 111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=11I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = SECTIONS —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I — — — — — — — — — — — — — — — — — — — — — — — — — — 1—iii—iii—iii—iii—iii—iii—iii—iii—iii—iii—iii — — — — — — — — — — — — — — — — — — — — — 1I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I II III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III I—I ELECTRICAL — — —III—III—III—III—III—I 11— I I—I 11— 11— 1 —I 11— I I—III—III—III—III—III—III—III—III—I 1 —I 1— I I—III—III—III—III—III—III—III—III—I 1—III—III—III—III—III—III—III—III—III—I 1 —I 11— r1—I 1 —III—I 1 —I 11—I I 1—I 11—I 11—I 11—I 11— — III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— II—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I I III III III I I I III III III III III III III III III III III III III III III III III III III III III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RIGHTSIDB SOUTH ,,. ,,. ,,. ,,. ,,, ,,, ,,, ,,. ,,. ,,, ,,, ,,, ,,, ,,. III III III III III III III III III III III III III III III III III III III III III III III III III III I I / =111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111 GAL GHK LIST ci III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III: III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= —III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111= III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -FRO 10 5 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 ELEVATION B5EE ATTACHED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — III=111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E111E1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II III-111E111E111E111E111E111E111E111E111E111E111E111E111=1I1=1I1=1I1=1I1=1I1=1I1=1I1= III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — III ,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;,III,;III,;III,;III,;III,;III,;IIIENGINEERING SCALE: 1 /4." = 1 FT. .SHT'S 51-55 PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL GODS CRC 2016 MECHANICAL GODS CMG 2016 PLUMBING GODS CPG 2016 ELECTRICAL CODE GEG 2016 ENERGY CODE GEG . AND THE 2016 GAL GREEN GODS CGG ELEVATION PLAN r 1, M. Rgrl %i m c; � m � g U 06, 99 T £ � v1 r (6 R/76 J 30� � // w o �`.s clvl ° f of . '- Q m Kr 0 41 ul m n 01.29.2020v u- m O 7)0 in ii Z ) 1 - E 0 Ow _c 0_ = v Q l FLAN DESIGNER: 12' _. 12' S' 12' 12' 40' 6' — 6' ►- 6' ►- 6' 4' ►- 4' - - 6' ►- 6' ►- 6' ►' • 6' JAMES P E P P L E R FINISH DATE: r � r E I— � 4XSPT. DF. r � , r � 11-15-19 -"—TL_ _ iJ J L$ LJ L�_I + \ L�_I J L r 1 T in 2 X 6 PT.DF. DECK JOISTS AT 16" O.G. in A 2 X 6 PT. LEDGER 1N/ SIMPSON A W LU526 JOISTS HANGERS, TYP. z- A fal-i— 410 AT DECK PERIMETER -I I zL. = t 1— —1 # i ik 0 Lu I z PROVIDE Y, K w cn o- PROVIDE REGEP'WITHIN 25 FT. I I LIGHT AND UNDER OR m ��Q tj) ~ r- - 1 1 4 _I,- - - - Hi - - - -- - r I , SWITCH Q G�°' W 0- D a LI [ i LI f_ _1 r r ri_Da_iL_ - J J���, i --- ] LlJ iI[ -6ty L c Q W O 4 X 8 F. NO.2 / PRI OVIDE UNDER I ' W < W TYP. GIRDER < FLOORAGGE55 UNIT LA BE ON SLAB ELEC.. DOOR W/MINIMUM q k II PLATFORM OF 3" ELEC. • ► O :. . . . 1 8 MIN.ABOVE GRADE / PASSAGE WAY FOR I 53 -) N cp FAU EQUIPMENT OF 22"X in CQ . 53 / 30"CLEAR TO UNIT. , O.H. : I I ' 41) Tr, e 1 r ® F2 i 41 .fl r� I r 1 1 �i r— r } I7- _. i L _I I -.,1 L1 L� 1J L L L L L LE J- - - - :� - -_ 1 h L,LJ 1 I _ = 'CF 1.5 TYP. D �,c 00- I II' e . ;r, 2 X 6 F. JOISTS AT 16" O.G. 2 �� ;n X e - - 3 — _ f25 I `n /QO r r F I o r -7 o 1 I ` �1 r 1- rw'I .7-• — -.Ly. •.- - : ° r Y Zo m , L_�J , I r r r r r� r, r toal-1-] r� I I..Y :.k., ;./..., x..;:...7:.,.f..;,. •-.;�h•,;_.:e.__, ... _ 'r ° } __•'• I v Lct 'l• A L . U L- -� .�1,I - - - - ` � I� A 1 D I D o : I I I I I :r.I I < I I, L w W I 16'-2" I' 0 Pc'c T v -( 0 L I I 7�� � • �• - ca f Ll Ll � 1 Li] Ll Lt� 1 L- �— r_11, a� f� —] � rLiL ;I.: " J H I I . I ). J ', Ho z rt s I ' I ACCESS � tw I ' L –J l ' tS) LU L ;: I ., _Q x L- - I 1 r� �1 1 �'^ 1 r 1 1 L J A A 1 I ili ��_ L__1 , IF-—�Iit --� ■ II L�— i p� A L_ I/ . r... a Yv -►s*,,,.•` -- I —a•.z�r< T fiiiP , 0 1 in A ILI r- zo T \ / \ / D } W zL TA ®d — I� 0.H. Vi �I I `9 Z 1- i --2-S -074-2' ►' 1-10 ►I. 2 11 2 ►f, 1-10 ►� 2 2-8 - 'V Z Z CO a3 u-► X I Om 0 k . 2 X 6 PT.DF. DECK JOISTS AT 16" O.G. D w 0- ull -J in `_ J I-- r 1 r— 4 XS PT. DF. I ral r r r –I A.P. 027-1 g0-043 r � 15a1 r1 ® l r� lel l � l I l r1 V I r Y L— J 1_7_1L— J LJ L– J LJ I– J LJ L I J L J REVISIONS S. ►fes 6' ►. 6' 40 6 ►-. 4' ►fes -4' 04 6 ►. 6 ►. 6— ►f-, 6' DATE: 12' '- 12' ►. 5' ►. 12' ►. 12' REV. 1 1-9-20 56 FOUNDATION PLAN REV. 2 1-26-20 SCALE: 1/4" = 1 FT. REV. 3 NORTH PAGE INDEX REVIEWED FOR CODE COMPLIANCE SITE PLAN 1 FLOOR 1&2 2 February 10, 2020 ELEVATIONS 3 Permit# B19-4087 SITE PLAN BUTTE COUNTWKWC2t1SERVICES TRB AND ASSOCIATES FOUNDATION 4 REVIEWED FOR FLOOR FRM 5 CODE COMPLIANCE DATE02/10/2020 BY scastillo ROOF 6 SEGTIONS 1 ELECTRICAL g GAL GHK LIST I SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. SHT'S S1-S5 PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL CODE CRC 2016 MECHANICAL CODE CMG 2016 PLUMBING CODE CPG 2016 ELECTRICAL CODE GEG 2016 ENERGY CODE GEG . AND THE 2016 CAL GREEN CODE CGG FOUNADTION PLAN 4 r 1, PROFESS/ •a M. � m -4, m m U 06, 99 —n g) N r ;16-30— W la 0 ,!At Olvl' _ p K 'Tr Il u' n? 01.29.2020 v W 6 12' ►.4 12' ►� 5' ►� 12' ►� 12' i. w O ►� m ED 0 in Qi Z E i - 0 Ow _c 0_ I ) Q FLAN A DESIGNER: DN N—I — I N I 1 L �� ZJAMES PEPPLER 6 X 10 DF. NO. 1 FINISH DATE: PORCH BEAMS,TYP. 6 X 6 POSTS, TYP. - 11-15-11 2X6 DF. JOISTS AT r 1 k) 24" O.G, TYPICAL AT PORCH CEILING AT DORMER AT DORMER 8 3 5 1 54 54 54 54 CZ _ w _ UUUUUU ■_ — J�■ _ I Ll a a <- A m y 3.5" x 11-7/8" LVL AT DORMER WALL o OPEN BELOW z I06 K 4 O.H. _t 1- w 54 54 4X IN WALL ) Q W O AT DORMER WALL f D in 3-1/2 x 11-7/8 LVLLU v w —1 � II I I Q1 I r Il 11)1- 1 IQ- - = `9 CQ < 1- -° ITS 3.56/11.88— IUS HANGERS 5 m J 11-7/8 TJ 1210 AT 16" O.G. 1 O.H. /� -- 1 -i -'- �1 q T - - I A q 54 2 54 54 Il u u u I I a Il I 1 I IU5 HANGERS u u 1 I I II II II fl 11 III I Il 11 II I I II fl fl fl fl fl — — — —— 4 0 1 r_I5-1/4" X 15" LVL1 a — — — BEARING WALL ( HATCHED ) 12 54 ► I AlkI 54 _ t� A IU5 HANGERS W ITS 3.56/11.881/ I, jHlj 11 1 DBL. LVL'S OR Z 4- 4 X 4 POST SOLID 3-1/5? UNDER 3.5"x 11-7/8" LVL TO FOOTING DORMER W -1 WALLS , TYP. Q J m W � 54 U P - _ :-- Z LL X PG66, TYP. y OPEN BELOW - W CI) in in m m A 4 o- IU5 HANGERS 54 Q Z t� A // IUS HANGERSA I– / �� A 5. _��I Il I 1 I Il Ib Ib I ` II Ian All I I 1 l I1 I1 I1 I Ilk � CI1 5-1/4 x 11-7/8 LVL ' 5-1/4" x 11-7/8 "LVL / II\ \ zo O.H. ® / Imo• 4 555 ® . 7 - In UF 0 8 )- `° 55 53 C D > ui 4 O.H. LU 1- Z3 Z Z LUX OI m 0 T r 7 I irRII I DC 7 r D LU tL in -J DN A.P. 027-180-043 0 REVISIONS DATE: REV. 1 1-1-20 REV. 2 1-28-20 12' 12' 8' 12' 12' REV. 3 PAGE INDEX r FLOOR 2 FRAM I NGSITE PLAN 1 REVIEWED FLOOR 1&2 2 Permit# B19-4087 SITE PLAN FOR CODE COMPLIANCE ELEVATIONS 3 BUTTE COUNTWK5M1 SERVICES FOUNDATION 4 REVIEWED FOR NORTH February 10, 2020 FLOOR FRM 5 CODE COMPLIANCE DATE02/10/2020 BY scastillo TRB AND ASSOCIATES ROOF 6 SECTIONS _7 ELECTRICAL 8 GAL CHK LIST I SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. SHT'S S1-S5 PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL CODE CRC 2016 MECHANICAL CODE CMG 2016 PLUMBING CODE CPG 2016 ELECTRICAL CODE GEG 2016 ENERGY CODE GEG . AND THE 2016 CAL GREEN CODE CGG ( 2nd FLOOR FRAMING r 1 �OFESsiou_ 4i m m U 06 99 T N / 1i )r E/6-30-, /�/ `\1 d3 4 01.29.2020 / I w - vN '2 E N m -Z ED EL O ` Qa X _1 lli E 0 lo_ 0 0 0- 1 PLAN DESIGNER: r r %///A V V/////4 I /////4 r///// JAMES P E P PL E R PORCH BEAMS AT 2nd FINISH DATE: 11-15-1q FLOOR FRAMING J <-3./_, 2 X 6 DF. RAFTERS AND JOISTS AT r 1 +6 24" O.G. TYPICAL AT PORCH Oi 1 Y ,� A N rt - �,0 1 1 r 1 1 1 y w I - / - � I o v _ _ i _ _ i _ i _ _ i _ i — , 30" DIA.) _ i _ _ _ � A2X30 W Oo .10:12 - 10:12 I I f10 12(730" 2 - , 10 12 , z • rz 10:12 10:12 I , I 0 ln —i I- , 2 X 6 DF. #2 RAFTERS AND JOISTS AT 24" I I W O z I I O.G., TYPICAL AT DORMERS 1 1 l J ti Q � O I N J / L / W vW 7 \ / `' , - '� A O 01- - - -I m NZ N CA In Ll 1 �wX 2 � `'" DBL. 2 X 10 DF. # A X # re DBL. 2 X 10 DF. # i 2 AT DORMERS 0O.H. DBL. 2 X 10 DF. # p 4 2 AT DORMERS ® _i_ I 2 AT DORMERS o x ..) 1-3/4"X 14" LVL RIDGE BOARD N (N RIDGE VENTING 55 A �. L w DBL. 2 X 10 DF. #— _ DBL. 2 X 10 DF. # 41. 14°x 24°GABLE ~ 2 AT DORMERS 2 AT DORMERS DBL. 2 X 10 DF. # v 0 0, VENTS(2) I 2 AT DORMER O �� i �� �¢. W ri_ _41 ----. .-z----- 1- # — o 1 � — - — �.L ua o � r 2X12 DF. # 1 R CEILING Q I © / TYP, AT DORMER I I I 1 �/ 1 5-1/2"x 22"ENTS VE�2 TOTAL) LT_ iki I _IL II z �/ 2X6DF. #2 RAFTERS ANDJOIST5AT24" O.G., TYPICAL AT DORMERS 10:12 10:12. I I 110:12 10:12 1 I 10:12 10:12 I I I I I ® III Q Z I L _ _ L _ _L _ L __ L _ _ J - - � - - } z I I I I I Q . L - - - - I I I I , �� _ _ - J K L - - - - - - �J - - - - - - - -J �- - - - - - - - -j - o >L A Z ii (2) EAVE VENTS EA. DORMER-TOTAL (12) p > LLj V zj Illi < u z , z knO o m 2XbDF. RAFTERS AND JOISTS AT WX I m O 24" O.G. TYPICAL AT PORCH Ll ill n_ i % l V/////% I/////,I I'/ / I'/, /%I I /, A A.P. 027-180-043 REVISIONS (X) ATTIC VENTILATION CALCULATIONS ( ) UNDERFLOOR DATE: FLOOR AREA IN SQ.FT.OF NET VENTILATION TOTAL AREA OF VENTS REV. 1 1-q-20 SQ. FT. AREA REQUIRED REQUIRED IN SQ.FT. 2576 = 150 = 17.17 = 17.17 ROOF PLAN REV. 2 1-28-20 TYPE OF WIDTH IN HEIGHT IN AREA IN SQ. AREA IN SQ. HOW AREA IN SQ. REV. 3 VENT INCHES INCHES IN.OR NFVA FEET EACH MANY FT.PROVIDED RIDGE PER X LIN' = 17 : 144 = .12 x 44' = 5.28 EAVE 22. x 5.5 = 75 - 144 = .52 x 32 = 16.64 NORTH PAGE INDEX GABLE 14" x 24 = 102 144 = .71 x 2 = 1.42 \ TOTAL VENT AREA PROVIDED-MUST EQUAL OR EXCEED GROSS AREA REQUIRED 23.34 SITE PLAN 1 VULCAN VENT OR EQUIV. FLOOR 1&2 2 B19-4087 SITE PLAN REVIEWED ELEVATIONS 3 Permit#BUTTE COUNT y SERVICES FOUNDATION 4 REVIEWEFORFOR CODE COMPLIANCE FLOOR FRM 5 CODE COMPLIANCE February 10, 2020 DATE02/10/2020 BY scastillo ROOF b TRB AND ASSOCIATES SEGTIONS 7 ELECTRICAL 8 GAL GHK LIST q SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. 5HT'S S1-S5 J PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL GODS CRC 2016 MECHANICAL GODS CMG 2016 PLUMBING GODS CPG 2016 ELECTRICAL GODS GEG 2016 ENERGY GODS GEG . AND THE 2016 GAL GREEN GODS CGG ROOF PLAN j 6 I' 1 m m c N r (73 4-1 d3 Qo mrf v 4-1 1[l 4 n, w — tY WI 1 LE 2 77 rn ea 0 lW 00 Q, 1 PLAN _�_w___w________� ����� DESIGNER: x 7 ,. __ ____ ,N JAMES PEPPLER ,�, FINISH DATE: III i 11 � 11� - � ■■ � 11-15-1q ■ 1 _ . 11 • 11. _ .. p X11 111i _ El 11 11• _ ME Immo ■..ri'll — „..." rt _....................0...•.0 0•...0 0•...........0...................................................,..-----_........,.,.,n,..,.,.,n,,n,,n,..,..,..,..,..,..,..,........................,,,,/>...........„......"'".....- -- - m r t r--, 0 1. r-FF4. 1 . , 1. ,, ( , , , ‘ . Jr / / ,. ''': ik- z . <, Ili-I -I _ ' II.. ■ I u ■1 1 •• ■ __ _ _ kii _i LU w � iiJul iIkHhIHUI _ _ 1 - - - -� - _ - - lY 0 I III' QUI w -1 i i i 1! ii 1 ■I■SII --_I■ 11u1■=.i.i.i.i■i■i■i■i� N m �1 1 I 1 IIn 1111 III I 3 � ! 1 I III —� YIErI ISI IIIIIIII IiI!IIiII w v RIDGE AND GABLE END VENTING Z . k Q 2 X 10 RAFTERS (r) PER PLANILI ROOF SHEATHING PER PLAN R-13 ATTIC -------5 ��\\�� RAFTER INS. _— tn III R-38 INS. AVENTILATE EA. DORMER QMETAL STANDING_SEAM ROOF pr � / 2 X 6 CEILING } Z 0 111 11111111 11111101111111111111 1 1 1 ld i lli._ . JOISTS PER PLAN • N 2X STRONG R-38 INS. BACK AT MID t)✓ LEAVE 1-1/2"VENTILATION SPAN W/(2) 16d O GAP EA. BAY � � EA JOIST N R 19 WALL INS. LL 3 m WHERE J O `� f OCCURS � � W � NOTCH BLOCKING W _ MIN. BEDROOM t- W } �� WALL HEIGHT 2 X 6 DF. RAFTERS Ztn— W Z < a- lii FOR AIR GAP EA. BAY ��� � �liK� AT 24"O.G. � Z � Z I� W X m IDO i D W W Ln J ` ! WUI APPROVED PORCH LID \DBL 2X TOP PLATES I-JOIST PER PLAN A J A.P. 027-180-043 5-1/2"X 22" COVERING,TEXTURE AND _' 2 X 6 OF.CEILING COLOR PER CANNER 2"DIA. HANDRAIL JOISTS AT 24"O.G. APPROVED EAVE VENTS RETURNED ENDS /� 6 X 6 POSTS REVISIONS PROVIDE MAX RISE OF 7-3/4"AND = SOLID TO HORIZONTAL W.U.I / 10"RUN W/A 1"NOSING = FOOTING,TYP. DATE: APPROVED SIDING W/3/3" PROJECTION ON TREADS AT = PLY SUB WALLAT ANDALL LANDINGS AND STAIRS = 2X6 DF NO.2 WALL STAIR GUARD RAIL HEIGHT VAPOR BARRIER _ W/R-1,1BAING C�TT N C REFRAV . 1 1-q'20 AT 34"MIN TO 33"MAX. EXT.WALLS = STAIR GUARD RAIL HEIGHT REV. 2 1-28-20 -I.- ..- AT 34" MIN TO 38"MAX. 3/4"T&G PLY FLOOR SHEATHING = \ REY. 3 _ -- -- - - --- - - - ma 10"MIN.TREAD DEPTH s 10"MIN.TREAD DEPTH AND 1-3/4" MAX. RISE 2 X 6 OF. P.T. DECK 1' R-191=LOOR INS.1 \ 2 X 6 D.F. FLOOR AND 1-3/4" MAX. RISE PAGE INDEX AT EXT.STAIRS / JOISTS AT 16"O.G. JOISTS PER PLAN AT EXT. STAIRS c SITE PLAN 1 GROUND ADJACENT TO THE FOUNDATION MUST FLOOR 1&2 2 SLOPE AWAY FROM BUILDING AT NOT LE55 THAN 6"WITH IN THE FIRST 10 FT.(5%SLOPE) ELEVATIONS 3 Permit# B19-4087 SITE PLAN . BUTTE COUNTYSERVICES FOUNDATION 4 BUILDING SEGTIONREVIEWED FOR FLOOR FRM 5 ® CODE COMPLIANCE REVIEWED ROOF s DATE02/10/2021,GALg'y1/4stilfoT. FOR CODE COMPLIANCE SEGTIONS 7 February 10, 2020 ELECTRICAL g GAL GHK LIST q TRB AND ASSOCIATES SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. 5HT'S S1-S5 J PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION R106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( CBC ) 2016 RESIDENTIAL CODE( GRG ) 2016 MECHANICAL CODE ( CMG ) 2016 PLUMBING CODE ( GPC ) 2016 ELECTRICAL CODE ( GEC ) 2016 ENERGY CODE ( GEC ). AND THE 2016 GAL GREEN CODE ( CGG ) 1 SECTION / DETAILS I' 1 tr OUTLET B ( UPSTAIRS W/H ) 200,000 BTU \ ((I-3 13 C PROPANE GA5 LINE DIAGRAM Q o o Cv kl ►n m 11 ow 6 OUTLET A v Ov in c HOUSE ( RANGE ) wU) Z xN CONNECTION 90,000 BTU _ in iN 0 < z � - E TANK LE55 WATER HEATER REQUIREMENTS z Q al 20' SECTION 5' SECTION 16' SECTION J 0 W _c 0_ 1" UNDER GROUND LINE 1" LINE 1" LINE 1. PROVIDE APPROVED DIRECT VENTING TANK LESS 4. PROVIDE A 120V ELECTRICAL RECEPTACLE WITHIN 3 0 1 UNIT THAT VENTILATES FROM EXTERIOR OR ATTIC FT. OF WATER HEATER W/ NO OBSTRUCTIONS. PLAN 5. PROVIDE A GAS LINE WITH A CAPACITY OF AT DESIGNER: 2.PROVIDE A CATEGORY III, IV OR TYPE B VENT WITH LEAST 200,000 BTU/ HR STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 6. PROVIDE AN APPROVED, LISTED, ADEQUATELY SIZED INSTALLED. COMBINATION PRESSURE AND A TEMPERATURE RELIEF JAMES PEPPLER VALVE. PROVIDE DRAIN TO RELIEF VALVE THAT EXTENDS FINISH DATE: 3. PROVIDE A CONDENSATION DRAIN THAT 15 NO FROM VALVE TO THE OUTSIDE OF THE BUILDING W1 AN END 11-15-1 q MORE THAN 2 INCHES HIGHER THE BASE OF DRAIN PIPE NOT MORE THAN 2 FEET NOR LE55 THAN 6 INSTALLED WATER HEATER AND ALLOWS NATURAL INCHES ABOVE THE GROUND AND POINTING DOWNWARD. DRAINING WITHOUT PUMP ASSISTANCE NO PART OF THE DRAIN SHALL BE THREADED. r 1 _I _[ __ I _ _ 1 L _ I_ i_ AFCI �/ \ DN ATTIC rZ 30" DIA.) c 11711 \ \yo / ATTIC >11 � � � Q 5 OPEN BELOW OPEN BELOW • Exhaust DEJK _ — — — — — — — _ _ — m ii v 0 CLOSET / Q � — — 0 ( BAT • ' - - - - � \ w I PROPANE _ _ Q 0 LES VENT r — PROVIDE DRYER EXHAUST DUCT WITH: z rZ U, TANK LE55W/H I A. RIGID MATERIAL r: C [ I \ B. SMOOTH INTERIOR SURFACE 0 kn _i H LABEL EXHAUST FAN SWITCH A5" G. MINIMUM 4"DIA. kn 0 z O L — cx2 R i — — — \ 100 CFM EXHAUST RANGE GFIG(weatherproof) WHOLE-BUILDING VENTILATION- D. MINIMUM THICKNESS 0.016" L E 0 AFCI _ \ `4__ HOOD VENTED TO EXTERIOR wP LEAVE ON WHEN OCCUPIED" E. EQUIPS W/BACK DRAFT DAMPER In O in o W.I.G \ ® \ 3'MIN. (L/ Q Ua v N CO GFCI \ I I Q CZ GO/Smoke Detector oso o u N I I QJ {U k^} QJ I�) I o� Lu LU GO/Smoke Detector Q ry I I GFCI al FCI vFCI vR v 1'3 O 1p; 2' 0 bilk GO/Smoke Detector / , I —Oven Refrigerator AFC! AFGI ` c,° BEDROOM 3 Z— r_ $5$3—___--. S I r— — L� U1. % i --iv, _ fF� l �� o \ EXHAUSTAT MINl5 GFM AND CLOSET DNlcI I MAX. OF 1.0 SONE Exhaust �. \ �� 1 Cr^ \\ �l j��Z� - - - • .lP RY . ��. /`I Ceiling F: (lights) Ceiling Fan(lights) 0 o_ 1 [ E- CO/Smoke _ / // \\ \ c "GGF �� E- •2 O _ GO/Smoke Detector \ ¢ O I ° I r 7 — DINING C LOFT a I u� i $ I 1 BATHROOM EXHAUST FAN 9 I "� I rm K� i-' SHALL BE CAPABLE TO O d — _ Q BE R O 2 o L J Q O GFC 1 3 ADJUST HUMIDITY BETWEEN a O I I O II '� Exhaust I 50%TO 50%AND ADJUST BY — — — ^ IkITG EN [ 0 AUTOMATIC OR MANUAL Ceiling Fan(lights) 1 I r � CONTROL[GCBG 4.506] AFCI �/ J �° I AFCI MA5 R BATH o _ / I — — — Q 41P) ) N �tt� LIGHT SUITABLE 1 P r — DECK L_ _ _ _ _ __ _ c1 �FORDAMP -- GF°I I �����V>—FOR LOCATIONS © 0 �.�..� _- AFCI AFC! 0 — ----,_3 L - _ o _Jo 1_ ii — //! :Liz vO Exh ust \ — 7 a OPEN BELOW O _ _ _ _ 0 50CFM 0 OPEN BELOW o Q AFGI EXHAUST AFC' / ATTIC � 0 — — — — Q ATTIC AFCI VENTED TO C�// ATTIC EXT., U.N.O.. !� On // / DECK Q LLI z • I , o _ r U Q } . Ceiling Fan '•hts) / 0 d ��- WP Tu Z 2nd FLOOR 0 17: ( -- � 3 < < "\\ v / Ceiling Fan(lights) U L? o I 200 AMP MAIN Q r i 1+ _ �`f' 7/ MASTE BR DRM Q Li � ti LIVING AREA NORTH o LIVING — —=`— - V LL O o CLEARLY IDENTIFY EACH CIRCUIT IN >- 824 5Q FT e m A LEGIBLE DIRECTORY INSIDE _1 O. PANEL BOX PER GEC,ARTICLE 405.3 Q } `0 LLj WP 0 "Q 0 0 0 LU — 1- I 17 AFC! GO/Smoke Detector z W (Carbon Monoxide typical) —i Z In Z t I' S ���� T w X 0 m 0 GENERAL ELEGTRIGA�L NOTES PER GEC 20166 CD AFC! / AFCI � Q LU EL in 1. ALL FIRE ALARMS SHOWING ARE TO INCLUDE CARBON q. ALL PERMANENTLY ATTACHED OUTDOOR LIGHTING TO 0 / 0 / l MONOXIDE DETECTION, AND SHALL BE INTER-CONNECTED PROPOSED RESIDENTIAL BUILDING AND TO OTHER BUILDINGS ON 4M `I • r A.P. 027-180-043 WITH BATTERY BACK-UP. THE SAME LOT ARE TO BE HIGH EFFICACY , CONTROLLED BY MANUAL ON AND OFF SWITCH, AND CONTROLLED BY A PHOTO SUITABLE FOR WET OR DAMP LOCATIONS,(EXT.LIGHTING,TVP.) 2. ALL RECEPTACLES FOR 120V, SINGLE PHASE , 15 AND 20 CELL AND MOTION SENSOR. OR: PHOTO CONTROLLED, light \Recessed Hi-Efficacy,typical ext. AD REVISIONS AMP CIRCUITS MUST BE ARC- FAULT CIRCUIT - ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT — -- — \ INTERRUPTER (AFGI )TYPE. CONTROLL SYSTEM ( EMCS ) _ _ — — — — \� -- ' DATE: DECK \ \ � — - - - ' � / REV. 1 1-q-20 3. ALL RECEPTACLES FOR 120V, SINGLE PHASE , 15 AND 10. ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLAST, AND 1-2g-20 20 AMP CIRCUITS MUST BE TAMPER- RESISTANT TYPE. LUMINARIES SHALL MEET APPLICABLE REQUIREMENTS OF REV. 2 SECTION 110.q. 7 I I ��� 4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE REV. 3 BRANCH CIRCUITS EVENLY PROPORTIONED IN THE 11. BATHROOM FAN SHALL BE MIN VENTILATION RATE OF 50 CUBIC FEET DN KITCHEN, PANTRY, BREAKFAST ROOM, OR SIMILAR AREA PER MIN, FOR INTERMITTENT OR 25 CUBIC FEET PER MIN FOR CONTINUOUS TO SERVE ALL WALL AND FLOOR AREAS. SUCH CIRCUITS VENTILATION. PAGE INDEX SHALL HAVE NO OTHER OUTLETS. 11.1. FAN SHALL BE 3 SONE OR LE55 AND INSTALLED PER MANUFACTURES — r SPECS. GENERAL PLUMBING_ _ NOTE: MAXIMUM FLOW RATE 5. BATHROOMS RECEPTACLES SHALL BE SUPPLIED BY 11.2. MIN 4" DUCT SHALL VENT TO OUTSIDE AND SHALL BE AIR TIGHT WITH OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT SITE PLAN 1 ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS. CALKING AND GASKET. EXCEED 1.2 GALLONS PER MINUTE AT 60 P.S.I. FLOOR 1&2 2 11.3. FANS IN BATHROOMS CONTAINING TUB OR SHOWER MUST BE LIVING AREA 6. LAUNDRY ROOM RECEPTACLES SHALL BE SUPPLIED WITH CONTROLLED BY A HUMIDISTAT AND BE ENERGY STAR RATED. IF FAN 123q SQ FT ELEVATIONS 3 ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. PROVIDES CONTINUOUS VENTILATION BY THE ENERGY CODE IT 15 EXEMPT. Permit# B19-4087 SITE PLAN FI R5T FLOOR BUTTE COUNTY)6I'6VSERVICES FOUNDATION 4 TALL LUMINARIES INSTALLED IN RESIDENTIAL CONSTRUCTION 12. WHERE MULTIPLE SMOKE ALARMS ARE INSTALLED THEY SHALL BE REVIEWED FOR FLOOR FRM 5 MUST QUALIFY A5 " HIGH EFFICACY" IN ACCORDANCE WITH TABLE INTERCONNECTED 50 THE ACTIVATION OF ONE ALARM ACTIVATES ALL CODE COMPLIANCE REVIEWED ROOF b 150.0-A 2016 CAL. ENERGY CODE. ( GEC ) ALARMS [CBGg0l.2.11.51 AND ALARMS SHALL RECEIVE THEIR POWER FROM DATE02/10/2020 BY scastillo THE PRIMARY BUILDING POWER WITH A BATTERY BACK UP. FOR CODE COMPLIANCE NORTH SECTIONS 7 S.ALL LIGHTING INSTALLED IN BATHROOMS AND WALK-IN CLOSETS ELECTRICAL g SHALL BE HIGH EFFICACY LUMINARIES AND CONTROLLED BY February 10, 2020 CAL CHK LIST q VACANCY SENSORS. TRB AND ASSOCIATES SEE ATTACHED ENGINEERING SCALE: 1 /4" = 1 FT. 5HT'S 51-55 J PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ CRC SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL GODS CRC 2016 MECHANICAL GODS CMG 2016 PLUMBING GODS CPG 2016 ELECTRICAL GODS GEG 2016 ENERGY GODS GEG . AND THE 2016 CAL GREEN GODS CGG ELECTRICAL PLAN j 8 e 1, ENERGY NOTES: 1 . ALL LUMINARIES INSTALLED IN RESIDENTIAL CONSTRUCTION MUST QUALIFY A5 "HIGH lI) EFFICACY LUMINARIES" IN ACCORDANCE WITH TABLE 150.0-A. 2016 CALIFORNIA ENERGY CODE, SECTION 150.0(k) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES-BUILDING Submit completed form in person or by m mail to: m £ 2. LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS, AND LUMINARIES MUST MEET CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Butte County Development Services- U) P THE APPLICABLE REQUIREMENTS OF SECTION 110.q. 3. AT LEAST ONE LIGHT IN EACH Final inspection will not be scheduled until completed report submitted Building w °J n BATHROOM, GARAGE, LAUNDRY ROOM, AND AT LEAST ONE LIGHT IN EACH BATHROOM, 7 County Center Drive ( o -o (:)i1 To GARAGE, LAUNDRY ROOM, AND UTILITY ROOMS ARE TO BE ON VACANCY SENSORS. APN: BuildingPermit# oroville, CA 95965 11 , m is v Column 2 ❑ Projects with aggregate landscape areas less than 2,500 square feet may 'tel LII cf./ n 4. ALL OUTDOOR LIGHTING, PERMANENTLY MOUNTED TO THE RESIDENTIAL BUILDING OR MANDATORY FEATURE OR MEASURE Project comply with the MWELO's Appendix D Prescription Compliance Option. Owner Name: Owner Phone: i ) `n � � OTHER BUILDINGS ON THE SAME LOT ARE TO BE: U 1 Requirements A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Q v a, 4.1 . HIGH EFFICACY LUMINARIES AND HIGH EFFICACY LUMINARIES AND Jobsite Address: Project Type: DConstruction oDemolition u_ o 4.2. CONTROLLED BY A MANUAL ON AND OFF SWITCH AND A4.1 PLANNING AND DESIGN x u_ m L Enhanced Durability and Reduced Maintenance m O in -0 4.2.1 . CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR CONTROLLED BY A Jobsite Contact: Company: Jobsite Phone: ( ) ts) Qa Planning and Design - Site Development Z U E PHOTOCELL AND MOTION SENSOR, OR 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, Reuse Recycle Disposal < -I o MATERIAL ACTUAL FACIILITIES/SERVICE PROVIDERS USED 0 w _c 4.2.2. PHOTO CONTROL. OR PHOTO CONTROL. OR 4.2.3. ASTRONOMICAL TIME CLOCK, OR conduits, or other openings in plates at exterior walls shall be protected Tonnage Tonnage Tonnage J Q 4.106.2 Storm water drainage and retention during construction. Projects ❑ u_ I v against the passage of rodents by closing such openings with cement mortar, ASTRONOMICAL TIME CLOCK, OR which disturb less than one acre of soil and are not part of a larger common ❑ Inert Material {concrete,asphalt) ` �J 4.2.4. ENERGY MANAGEMENT CONTROL 5Y5TEM (EMCS). concrete masonry or similar method acceptable to the enforcing agency. _ plan of development shall manage storm water drainage during construction. Lumber 5. SYSTEMS USING GAS OR PROPANE !NATER HEATERS FOR INDIVIDUAL SYSTEMS USING Construction Waste Reduction, Disposal and Recycling PLAN GAS OR PROPANE !NATER HEATERS FOR INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE 4.106.3 Grading and paving. The site shall be planned and developed to Plant/Tree Debris FOLLOWING REQUIREMENTS OF SECTION 1 10.0(b)1 SECTION 110.0(01 .150.0(n)1 : keep surface water away from buildings. Construction plans shall indicate how ❑ 4.408.2 Construction waste management plan. Where a local jurisdiction DESIGNER: 5. 1 . A 120V ELECTRICAL RECEPTACLE THAT I5 WITHIN 3' FROM THE WATER HEATER AND site grading or a drainage system will manage all surface water flows. does not have a construction and demolition waste management ordinance, a ❑ Dry Wall ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND construction waste management plan shall be submitted for approval to the 4.106.4 Electric vehicle (EV) charging for new construction. New enforcing agency. Minimum 65% mixed waste recycing facility requires third Metal 5.2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ party verified diversion rates. 1 JAMES PEPPLER OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; AND future installation and use of EV chargers. Building Maintenance and Operation Cardboard FINISH DATE: 5.3. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF 11-15-11 THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A4.2 ENERGY EFFICIENCY 4.410.1 Operation and maintenance manual. At the time of final inspection, Other: ASSISTANCE; AND an operation and maintenance manual shall be provided to the building ❑ Other: S l 1 5.4. GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. General occupant or owner. 6. CALIFORNIA ENERGY COMMISSION STANDARDS SECTION 150(o) REQUIREMENTS FOR Total tons of material disposed of(not recycled or 4.201.1 Low-rise residential buildings shall meet or exceed the minimum Di 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units p Y reused) INDOOR AIR QUALITY VENTILATION. LJ standard design required by the California Energy Standards. are constructed on a building site, provide readily accessible area(s) that Attach copies of weight receipts, gate tags, or 6.1 . BATHROOM EXHAUST FAN TO BE USED TO PROVIDE THE WHOLE BUILDING serves all buildings on the site and is identified for the depositing, storage and ❑ Total tons of material not disposed (either recycled of reused) other verifying information for all materials VENTILATION FAN AND PROVIDE THE FOLLOWING: collection of non-hazardous material for recycling, including (at a minimum) o that were reused 6.1 .1 . THE BATHROOM EXHAUST FAN MUST HAVE A MINIMUM CFC RATING OF 75-CFM. paper, corrugated cardboard, glass, plastics, organic waste, and metals, or Percent recycled/reused /o recycled or disposed. w 5.1 .2.THE BATHROOM EXHAUST FAN 15 RATED AT A MAXIMUM OF 1 .0 SONE. A4.3 WATER EFFICIENCY AND CONSERVATION meet a lawfully enacted local recycling ordinance, if more restrictive. Please sign indicating that the above information is true and correct to the best of your knowledge: Q 6.1 .3. THE CONTROL SWITCH MUST BE LABELED A5 THE WHOLE-BUILDING VENTILATION 5 AND FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. Indoor Water Use A4.5 ENVIRONMENTAL QUALITY Applicant: m v (Owner or Contractor): Date: (� 0 Fireplaces Circle which U I 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Z W.U.I NOTES: (water closets and urinals) and fittings (faucets and showerheads) shall comply Final Report returned with comments: lY 1 . THIS PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF 2016 GRG SECTION R337 4.503.1 General. Install only a direct-vent sealed-combustion gas p (Initial) Date: with the following: fireplace. B.A.A.Q.M.D. does not allow indoor wood-burningfireplaces. ❑ Utt County 0 to _t 1_ 2. ONE PANE OF ALL WINDOWS TO BE TEMPERED, R337.8 pOEVI7OA1�ENTSERVICES tP 0 z 0 4.303.1.1 Water Closets. The effective flush volume of all water closets Final Report approved: (Building Inspector) Date: U p_ D 3. DECKING MATERIAL TO BE IN ACCORDANCE WITH GRG SECTION R337. Pollutant Control W 0-) O shall not exceed 1.28 gallons per flush. Tank-type water closets shall be (a 4. UNDER-FLOOR PROTECTION IN ACCORDANCE WITH GRG SECTION R337.7. tz w V certified to the performance criteria of the U.S. EPA WaterSense Q lY 5. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ROOF GUTTERS Specifications for Tank-type Toilets. 4.504.1 Covering of duct openings and protection of mechanical p < v 1-112 THE ACCUMULATION OF LEAVES AND DEBRIS. equipment during construction. Duct openings and other related air ❑ J m • I- S. EAVE AND SOFFIT VENTS SHALL BE IGNITION RESISTANT OR EAVE AND SOFFIT VENTS 0 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed distribution component openings shall be covered during construction. m 0 N m SHALL BE IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL. 0.125 gallons per flush. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and l .1 1. EXTERIOR DOORS SHALL BE FIRE RESISTIVE IN ACCORDANCE WITH GRG SECTION ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum caulks shall be compliant with VOC and other toxic compound limits (Table ❑ e 1 R337.8.3. ( DOOR SHALL HAVE AN EXTERIOR SURFACE OF NONCOMBUSTIBLE OR IGNITION- flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads 4.504.1 &4.504.2). Submit completed form in person or by RESISTANT MATERIALS OR BE CONSTRUCTED OF SOLID GORE WOOD 1-3/8" THICK OR HAVE shall be certified to the performance criteria of the U.S. EPA WaterSense 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES-BUILDING mail or fax to: A FIRE-RESISTIVE RATING OF NOT LESS THAN 20-MINUTES.) Specification for showerheads. be compliant with VOC limits (Table 4.504.3). ❑ CONSTRUCTION DEBRIS RECOVERY PLAN: Pre-Construction Butte County Development Services Building 8. IGNITION RESISTANT OR NON-COMBUSTIBLE EXTERIOR PORCH CEILING IN IGNITION ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings Building permit will not be issued until completed plan submitted 7 County Center Drive RESISTANT OR NON-COMBUSTIBLE EXTERIOR PORCH CEILING IN ACCORDANCE WITH CRC shower is served by more than one showerhead, the combined flow rate of shall be compliant withproduct weighted MIR Limits for ROC and other toxicoroville, CA 95965 p g ❑ APN: Building Permit#_ SECTION R 337.7.6 all showerheads and/or other shower outlets controlled by a single valve compounds. Phone: (530)538-7601 q. GABLE ATTIC VENTS AND FOUNDATION VENTS SHALL BE FULLY COVERED WITH METAL shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be ❑ Fax: (530)538-2140 WIRE MESH OR NONCOMBUSTIBLE MATERIALS WITH MINIMUM OPENINGS OF 1/16 " AND designed to allow only one shower outlet to be in operation at time. provided to verify that Owner Name: g Y p 4.504.2.4 Verification. Documentation shall be SHALL NOT EXCEED 1/8 " OPENINGS IN COMPLIANCE WITH GRG SECTION R331.6.2 ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of compliant VOC limit finish materials have been used. 1=1Owner Mailing Address: Owner Phone: ( ) 10. EAVE VENTS SHALL BE APPROVED TO RESIST THE INTRUSION OF FLAME AND BURNING residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 EMBERS. psi. The minimum flow rate of residential lavatory faucets shall not be less Jobsite Address: Project Sq. Ft.: Project Type: Construction I Demolition w than 0.8 gallons per minute at 20 psi. V GENERAL NOTES: Jobsite Contact: Company: Jobsite Phone: ( ) ❑ 4.303.1.4.2 Lavatory faucets in common and public use areas. The Z 1 . FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS maximum flow rate of lavatory faucets installed in common and public use 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with Brief description of project: U_i FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND areas (outside of dwellings or sleeping units) in residential buildings shall VOC limits. Q IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT not exceed 0.5 gallons per minute at 60 psi. ❑ By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006-3925(Chapter 31,Article VII)related to recovery of construction and ln SURFACE AND SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT 4.504.4 Resilient flooring systems. At least eighty(80) percent of floor demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspection(s)and/or penalties. ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in I I LE55 THAN 6 FEET ABOVE THE FLOOR. CRC. SECTION R301.2. area receiving resilient flooring shall comply with the VOC-emission limits Applicant: residential buildings shall not deliver more than 0.25 gallons per cycle. defined in the Collaborative for High Performance Schools (CHPS) Low- pp z V 2. GLAZING IN THE FOLLOWING LOCATION TO BE TEMPERED, CRC SECTION g ❑ (Owner/Contractor) Signature: Date: , GLAZING IN THE FOLLOWING LOCATION TO BE TEMPERED, CRC, SECTION El4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets emitting Materials List or be certified under the Resilient Floor Covering (Circle) (2) R308.4 2.1 . IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may Institute (RCFI) FloorScore program and UL GREENGUARD Gold. MATERIAL (1) Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED (3) lS) ILI IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD temporarily increase the flow above the maximum rate, but not to exceed 4.504.5 Composite wood products. Particleboard, medium density !Werk Material (Concrete,asphalt) Q Z 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate DOORS. of 1.8 gallons per minute at 60 psi. fiberboard (MDF), and hardwood plywood used in interior finish systems ❑ Lumber 5 Z 2.2. IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A IN AN shall comply with low formaldehyde emission standards (Table 4.504.5). < INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and Plant/Tree Debris Q BOTTOM EDGE OF THE GLAZING 15 LE55 THAN 60" ABOVE THE FLOOR OR fittings shall be installed in accordance with the California Plumbing Code, and Interior Moisture Control WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING: shall meet the applicable standards referenced in Table 1701.1 of the ❑ Dry Wall tz to California Plumbing Code. 4.505.2 Concrete slab foundation. Required vapor retarders and capillary O 2.2.1 . THE GLAZING 15 WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR THE breaks are also required to comply with CalGreen Section 4.505.2.1. ❑ Metal U_ GLAZING 15 WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF Water Use 4.505.3 Moisture content of buildingmaterials. Moisture content )- Outdoor c. THE DOOR IN A CLOSED POSITION. Cardboard (maximum 19%, minimum .3%) of building materials used in wall and floor ❑ Q >. ULI 2.2.2. THE GLAZING IN A WALL PERPENDICULAR TO THE PLANE OF THE THE 4.304.1 Outdoor potable water use in landscape areas. New residential framing is checked before enclosure . Other: U 1- i GLAZING IN A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A developments with an aggregate landscape area equal to or greater than Indoor Air Quality and Exhaust 'v z Z CLOSED POSITION AND WITHIN 24 IN OF THE HINGE SIDE OF AN IN-SWINGING 500 square feet shall comply with one of the following options: Other; v 0 o m DOOR. ❑ 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside U X I cn 0 ❑ A local water efficient landscape ordinance or the current California the buildingareprovided in everybathroom (EnergyStar compliant with Q U fL it 2.3. GLAZING IN WALLS AND ENCLOSURES IN BATHTUBS AND SHOWERS, p ❑ Recovery Plan approved: Date: 3, Department of water Resources' Model Water Efficient Landscape humidity control on part of whole house ventilation system). = ' `_ (Building Division) GLAZING IN WALLS AND ENCLOSURES IN BATHTUBS AND SHOWERS, WHERE Ordinance (MWELO), whichever is more stringent; or Please refer to the Butte Countyonline Recycling Directoryfor local recycling serviceproviders at:www.RecycleButte.net.THE BOTTOM EXPOSED ZING LE55 THAN 60 IN, MEASURED VERTICALLY ABOVE Environmental Comfort Y gY g y - A.P. 021-150-043 THE STANDING OR WALKING SURFACE. 4.507.2. Heating and air-conditioning system design. Duct systems are Bode Coity 3. EXTERIOR SURFACE SHALL BE GRADED TO DRAIN SURFACE MATER sized and designed and equipment is selected using the following methods: °`'EIDPMERJESERVICES REVISIONS EXTERIOR SURFACE SHALL BE GRADED TO DRAIN SURFACE WATER AWAY 1. Establish heat loss and heat gain values according to ACCA Manual J FROM FOUNDATION MALLS. GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE (2011) or equivalent. ❑ DATE: FIRST 10', 5% REV. 1 1-1-20 4. UNDER-FLOOR VENTILATION AREA EQUAL TO 1 SQUARE FOOT OF VENTS 2. Size duct systems according to ACCA 29-D (Manual D-2014)or equivalent. UNDER-FLOOR VENTILATION AREA EQUAL TO 1 SQUARE FOOT OF VENTS TO 3. Select heating and cooling equipment according to ACCA 31-S (Manual S- REV. 2 1-28-20 EVERY 150 SQUARE FOOT OF FLOOR AREA. AT LEAST ONE VENT OPENING 2014) or equivalent. REV. 3 SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS 5. ATTIC VENTILATION TO BE INSTALLED TO PROVIDE 1 SQUARE FOOT OF ATTIC VENTILATION TO BE INSTALLED TO PROVIDE 1 SQUARE FOOT OF PAGE INDEX VENTILATION TO EVERY 150 SQUARE FOOT OF FLOOR AREA. Qualifications r 6. PROVIDE AN ATTIC ACCESS WITH MIN. SIZE OF 22"X30" 702.1 Installer training. HVAC system installers are trained and certified in ❑ SITE PLAN 1 the proper installation of HVAC systems. FLOOR 1&2 2 CALGREEN NOTES: 702.2 Special inspection. The Licensed Professional responsible to verify ELEVATIONS 3 CALGreen compliance is qualified and able to demonstrate competence in the 1=1 Permit# B19-4087 SITE PLAN 1 . BATHROOM FAN SHALL COMPLY WITH THE REQUIREMENTS OF 2016 GGBG discipline they inspect and verify. BUTTE couNTvpSERVICES FOUNDATION 4 SECTION 4.506. BATHROOM EXHAUST FAN SHALL BE CONTROLLED WITH - REVIEWED FOR FLOOR FRM 5 HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY Verifications CODE COMPLIANCE RANGE OF 50% TO 80% DATEo2/10/2020 BY scastillo ROOF 6 2. A 6-MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LE55 THAN 703.1 Documentation. Verification of compliance with CALGreen may REVIEWED SECTIONS 7 6" BETWEEN THE BASE COURSE OR 5UB GRADE AND THE CONCRETE FLOOR SLAB include construction documents, plans, specifications, builder or installer ELECTRICAL 8 PER CRC SECTION R506.2.3. certification, inspection reports, or other methods acceptable to the enforcing ❑ FOR CODE COMPLIANCE agency which show substantial conformance. Implementation verification shall GAL GHK LIST I be submitted to the Building Department after implementation of all required February 10, 2020 SEE ATTACHED measures and prior to final inspection approval. TRB AND ASSOCIATES ENGINEERING 5HT'S 51-55 i PLANS CONFORM TO THE BUTTE COUNTY MUNICIPAL CODE [ GRG SECTION 8106. 1 . 1 ] AND THE STATE OF CALIFORNIA TRADE CODES AS LISTED: 2016 BUILDING CODE ( GBG ) 2016 RESIDENTIAL CODE( GRG ) 2016 MECHANICAL CODE ( CMG ) 2016 PLUMBING CODE ( CPG ) 2016 ELECTRICAL CODE ( CEG ) 2016 ENERGY CODE ( CEG ). AND THE 2016 GAL GREEN CODE ( COC ) CHECK LIST PG . ci cl STRUCTURAL NOTES REV DATE BY I. GENERAL 5. REINFORCING STEEL 8.1: PREFABRI GATED ROOF TRUSSES: A. ALL WORK SHALL CONFORM TO THE 2016 CSC AND ALL APPLICABLE LOCAL CODES. A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR *4 BARS AND SMALLER. ALL A. PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRIGATOR PER THE 1 01 .02.2020 CMR B. THE ENGI NEER OF RECORD (CHAD RATZLAFF) HAS PROV I DED AND 15 RESPONSI BLE FOR SPECIFIC ITEMS REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC REQU I REMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAW NGS AND CBC 2303.4. DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE ATTACHED IS TO BE ASTM A185 WITH LAPPING OF I I/2 SPACES. B. COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION 2 01 .29.2020 CMR CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER B. ALL BARS SHALL BE DEFORMED PER ASTM A305. DETAILS, STAMPED AND SIGNED BY AN ENG I NEER L I CENSED I N THE STATE OF CAL I FORN I A, SHALL BE BUILDING CODE REQU I REMENTS NOT INCLUDED 1 N THIS DESIGN INCLUDING WATERPROOFING, F I REPROOF I NG, C. ALL BARS SHALL BE CLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND I MPA I RI NO REVIEWED BY THE ENG I NEER OF RECORD PRIOR TO TRUSS FABRICATION. DRA I NAGE, HAND I CAP ACCESSIBILITY, EGRESS REQU I REMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL MATER I ALS. C. TRUSS DESIGN LOADS: OTHER DESIGN REQU I REMENTS NOT SPEC I F I CALLY SHOWN I N THE STRUCTURAL DESIGN CALCULATI ONS. D. ALL BENDS SHALL BE MADE COLD. -TOP CHORD LIVE LOAD 20 PSF (RESIDENTIAL) C. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC. 15 E. LAP RE I NFORC I NO 40 BAR DIAMETERS, U.N.O. -TOP CHOW DEAD LOAD 10 PS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. F. REINFORCEMENT COVER SHALL BE AS FOLLOWS: -BOTTOM CHOW DEAD LOAD 10 PSF D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" -TOTAL LOAD 40 PSF WRITTEN APPROVAL FROM THE ENGI NEER, THEN THE ENGI NEER WILL ASSUME NO RESPONSIBILITY FOR ANY -CONCRETE WITH SOIL OR WEATHER EXPOSURE: -UPL 1 FT LOAD AS REQU I RED BY THE CBC 2016 ELEMENT OR SYSTEM OF THE STRUCTURE. #5 BARS AND SMALLER I I/2" D. TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL 1*6 BARS AND LARGER 2" E. TRUSS TO TRUSS CONNECTIONS ARE THE RESPONSIBILITY OF THE TRUSS DESIGNER. iin SAFETY MEASURES NECESSARY TO PROTECT THE PURL I C, CONSTRUCTION WORKERS AND THE STRUCTURE -CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" F. TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE LOCAL JURI SD I CTI ON. W DURING CONSTRUCTION. THIS SHALL BE ACCOMPLI SHED BY SHORING, FORMING, BRAG I NG, SCAFFOLDING. G. ALL RE 1 NFORC I NO STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY G. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXI MUM DEFLEGTI ONS UNDER DESIGN LOADS: LIVE F. SIMILAR GOND 1 TI ONS SHOWN 1 N THE DRAW'NGS SHALL BE USED 1 F ANY PART OF THE CONSTRUCTION 15 SECURED I N POSITION BEFORE AND DURING CONCRETE PLACEMENT. LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 0 NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS. G. CONTRACTOR SHALL FIELD VERIFY ANY GOND 1 TI ON NOTED AS EX 1 STING ON THE PLANS. ANY 6. FRAMING LUMBER: Z DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENG I NEER OF RECORD AND SHALL BE A. MINI MUM NAILING SHALL BE PER CBC 2016 TABLE 2304.x.1, U.N.O. 8.2 CUT AND STACKED ROOF FRAMING: FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION. B. ALL FRAMING MEMBERS SPEC 1 F I ED 1 N THESE CALCULATIONS ARE MINI MUMS, LARGER MEMBERS OF SAME A. CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQU I REMENTS OF H. STRUCTURAL DRAWI NGS AND DETAILS SUPERCEDE ANY SHOP DRAW NGS I N ALL C I RCUMSTANCES. THE SPEC 1 ES MAY BE SUBSTITUTED AT CONTRACTORS OPTION. THE LATEST CAL I FORN I A BUILDING CODE (CHAPTER 23). PURLINS, BRACES, I NTERMED I ATE SUPPORTS, Q CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION 15 I N FULL AGREEMENT WITH THE LATEST C. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WH I CH COULD CAUSE SETTLEMENT OF AND CONNECT ONS SHALL BE PROV I DED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSM I TTI NO STRUCTURAL DRAWI NGS AND DETAILS. THE REVIEW OF THE SHOP DRAWI NGS BY THE ENG I NEER OF ROOF AND OR FLOORS AND COULD LEAD TO FA I LURE OF ASSOCIATED FRAMING MEMBERS OR ALL GRAY 1 TY AND WIND LOADS TO THE FOUNDATION. Ce RECORD 15 FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN INCLUDING LOADING AND COMPROM I SED WATERPROOFING SYSTEM. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO p DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS CORRECT. PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY D. ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF I. RAFTER MAXI MUM SPANS - WITH 24" SPAC I NO ALLOW THE FINISH TO EXPAND AND OR CONTRACT WITHOUT CRACKING. I T SHALL BE THE RESPONSIBILITY MATERIAL THAT 15 NATURALLY RES 1 STANCE TO DECAY. 2X6 DF-L *2: 8'-O" OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS 1 N THE FINISHES DO NOT HAPPEN. 2X8 DF-L 4*2: 12'-O" p J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED. 6.1 MATERIALS: 2X10 DF-L *2: 14'-O" Ce K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN ACCORDANCE A. SHEATHING: 2. MINIMUM BRACE SIZE = 2X6 WITH CBC 2016 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED: -ROOF SHEATHING: SEE ROOF FRAMING PLANS 3. MAXIMUM BRACE SPACING = 4'-0" O.G. N -FLOOR SHEATHING: SEE FLOOR FRAMING PLANS 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. - NO SPECIAL INSPECTION REQ'D -WALL SHEATHING: SEE SHEAR WALL SCHEDULE B. GLUE-LAM BEAMS SHALL BE 24F-V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE-LAMS EXPOSED TO B. I T 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF THE SPEC 1 AL INSPECTOR SHALL BE ACCEPTABLE TO THE ENG I NEER OF RECORD AND BUILDING WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. SYSTEM WITH TIES AND SUPPORTS BRAG I NO ALL ELEMENTS TO THE FOUNDATION. THE ENG I NEER HAS DEPARTMENT AND SHALL BE I CBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH C. GLUED LAMINATED FABRICATION SHALL BE PERFORMED I N AN APPROVED FABRICATORS SHOP I N MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATI ONS, AND HAS PROV I DED THIS TYPE OF INSPECTION REQU I RED. ACCORDANCE WITH CBC 2505.1 3, A I TC A I x0.1, AND ASTM D 5151. BEAM INSPECTION CERTIFICATES GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF GOND 1 TI ONS, BUT HAS NOT PROV I DED SHALL BE SUBMITTED TO THE F 1 ELD 1 NSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION I N ENGINEERING DETAIL REQU 1 REMENTS FOR ALL CONNECTI ONS NECESSARY FOR THE ROOF TO PERFORM I N 2. DESIGN REQU I REMENTS: ACCORDANCE WITH CBC 1704.2. ACCORDANCE WITH THE LOADING CRI TERI A. I F ANY SPEC I F I C ELEMENT OF THE ROOF FRAMING SYSTEM A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2016 CHAPTER 16, D. MICRO-LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI $ FV= 285 PSI MIN., IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR DIVISIONS I, I I, III, AND IV U.N.O.: AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-48I ADDITIONAL INFORMATION. E. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH ANCHOR BOLTS PER SHEAR WALL d B. SEISMIC: SCHEDULE AND 3" X 3" X .22q" PLATE WASHERS LOCATED AT 6'-0" O.G. MAX. WITH ONE BOLT LOCATED ABBRE/IATIONS SEISMIC IMPORTANCE FACTOR: I 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. SEISMIC SITE CLASS: D F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND L SEISMIC DESIGN CATEGORY: D SHALL HAVE A MOISTURE CONTENT LESS THAN Iq%, U.N.O. AB ANCHOR BOLT L ANGLE 0 RESPONSE MODIFICATION FACTOR: R = 6.5 (MAIN STRUCTURE); R=1.5 (PORCH TIMBER FRAME COL) -STUDS SHALL BE STUD GRADE OR BETTER. ADD'L ADDITIONAL LLH LONG LEG HORIZ. I MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.582, SI = 0.251 -ALL POSTS SHALL BE DF-L #I U.N.O. ADJ ADJACENT LLV LONG LEG VERT. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.518, SDI = 0.325, Cs = 0.080 -2X AND SX RAFTERS SHALL BE DF-L 4*2 U.N.O. ALT ALTERNATE LONG LONGITUDINAL W BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS; WOOD TIMBER FRAME COL. -2X JOISTS SHALL BE DF-L *2 U.N.O. ANC ANCHOR LSL LONG SLOTTED HOLE U SEISMIC BASE SHEAR: 1.68 KIPS (ULTIMATE) -CONCEALED BEAMS SHALL BE DF-L #2 ARCH ARCHITECTURAL LVL LAMINATED VENEER LUMBER Z ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE -EXPOSED BEAMS SHALL BE DF-L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) -ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. BLDG BUILDING MAX MAXIMUM W C. WIND: G. ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS BLKG BLOCKING MB MACHINE BOLTS Q WIND SPEED: I10 MPH SHALL BE GALVANIZED. WHERE DRIVEN INTO PRESSURE TREATED MATERIAL, NAILS SHALL BE HOT BM BEAM MECH MECHANICAL HIND EXPOSURE: C DIPPED GALVANIZED. SOT (B) BOTTOM MFR MANUFACTURER H. BOLTS AND LAG SCREWS SHALL BE ASTM A-30-1 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE BTWN BETWEEN MIN MINIMUM W t,/) Q D. GRAVITY LOADS: RUST. MISC.ESPONSE ACCELECe LIVE LOADS: 1. ALL HARDWARE CALLED SHALL BE SI MPSON STRONG TIE CO., OR ENG I NEER APPROVED EQU 1 VALENT, 11 ROOF 20 PSF INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED GB CARRIAGE BOLTS MTL METAL — W FLOOR 40 PSF FASTENERS. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE, HOT DIPPED CCJ CONTROL JOINT > V ce ROOF SNOW N/A PSF SLEEPING 30 PSF CIF' CAST-IN-PLACE CONCRETE (N) NEW GALVANIZED, ZMAX, STA INLESS STEEL OR AS OTHERWISE DIRECTED BY MANUFACTURER FOR CORROSION CIGJ CONSTRUCTION JOINT NOM NOMINAL W Q Q J RESISTANCE AGAINST SPECIFIC PRESSURE TREATMENT CHEMICAL. CLR CLEAR NS NEAR SIDE Z D N a 3. SITE WORK AND FOUNDATIONS: 6.2 BEAMS AND POSTS: CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR A. ASSUMED MAXI MUM SO 1 L BEARING = 1500 PSF PER CBC TABLE 1806.2. UNLESS OTHERWISE NOTED BY A. ALL BUILT UP MULTIPLE 2X JO STS AND BEAMS SHALL BE NAI LED TOGETHER WITH 16d NAILS AT 6" O.G., COL COLUMN NTS NOT TO SCALE GEOTECHNICAL REPORT. T$B U.N.O. CONIC CONCRETE B. BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES RECOMMENDATIONS. CONN CONNECTION OC ON CENTER v J N MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER GOND ITIONS ENCOUNTERED MUST BE BROUGHT TO CONSTR CONSTRUCTION OD OUTSIDE DIAMETER Q 0 U THE ATTENTION OF THE ENGINEER. 6.3 WALL FRAMING: CONT CONTINUOUS OH OPPOSITE HAND _ Z C. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WITH A DEPTH A. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH CONTR CONTRACTOR OPNG OPENING — '> BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQU I REMENTS. SPL I CE U.N.O. WHERE SPL I CE 15 INTERRUPTED OR PLATE 15 D I SCONTI NUOUS, USE 572122 STRAP U.N.O. CP COMPLETE PENETRATION OVS OVERSIZE ROUND HOLE D Q •- D. ALL FOUNDATION TRENCHES SHALL BE CLEAN, FREE OF DEBRIS AND LEVEL. B. DOUBLE TOP PLATE SPLICES AND JOINTS IN DOUBLE TOP PLATE OF LOAD BEARING WALLS SHALL OCCUR CTR CENTER 0 CZ j— U E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MI NI I MUM SLOPE OF 5% FOR A AT THE CENTER LINE OF SUPPORTING STUD. CTSK COUNTERSINK PDF POWDER DRIVEN FASTENER '— MINIMUM 10 FEET HORIZONTAL. FINISHED SURFACES SUCH AS CONCRETE OR ASPHALT SHALL SLOPE A C. FIRE BLOCK STUD WALLS AT MID-HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0" PERP PERPENDICULAR W U O MINI MUM 2% OR PER ADA REQU I REMENTS. D. WHERE SHEAR ANCHOR BOLTS HAVE BEEN 1 NCORRECTLY PLACED, USE 51 MPSON TI TEN HD ANCHORS WITH DBA DEFORMED BAR ANCHOR PL PLATE -I ._ F. 1 F BU 1 LD I NO PAD 15 REQU I RED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER 6" MINI MUM EMBEDMENT INTO CONCRETE AND 1 NSTALLAT1 ON PER MANUFACTURERS RECOMMENDATIONS DBL DOUBLE PLYWD PLYWOOD D W S N FOREIGN MATER I ALS. ENGINEERED FILL SHALL BE DESIGNED, INSPECTED AND CERTIFIED BY A THIRD AND CURRENT I CBO REPORT. DF-L DOUGLAS FIR - LARCH PLGS PLACES I— U PARTY OTHER THAN THE ENGINEER OF RECORD. E. CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES. DIA DIAMETER PP PARTIAL PENETRATION Eig Z (/) G. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINI MUM 4" DIAMETER DRAIN PLACED AT THE BASE F. NOTCHED AND/OR CUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE DJ DOUBLE JOIST FT PRESSURE TREATED OF THE RETAINED SIDE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT. FULL BEARING TO THE FOUNDATION PLATE. DO DITTO P/C PRECAST CONCRETE — C)? < > s H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS DWL DOWEL P/T POST-TENSIONED U SLOPES. ENG I NEER OF RECORD SHALL NOT BE L I ABLE FOR ANY FOUNDATIONS NOT DESIGNED I N WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. a.)ACCORDANCE WITH CHAPTER 18 SECTION 1805 OF CBC 2016. H. SEE NOTE 6.1-E FOR 51 LL AND ANCHOR BOLT SPECIFICATIONS. W IJ J— > CO 1. THIS DESIGN AND GALGULATI ONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPEDEA EACH REINF REINFORCEMENT I. WALL FRAMING REGE I VI NO NAILING AT 3 ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS FOOTINGS. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO AND SHEAR WALL SCHEDULE. EF EACH FACE REQ'D REQUIRED Z — CN CONSTRUCTION IF OTHER GOND ITIONS ARE PRESENT. EL ELEVATION (DATUM) 04) J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXISTING 6.4 CONNECTIONS: ELEV ELEVATION SG SLIP CRITICAL W U r- FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEENEN EDGE NAILING SHG SHEATHING 01 A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. Ln INCREASED SIGNIFICANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE OWNER SHALL BE ADVISED B. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE EQ EQUAL SIM SIMILAR THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT, BEARING AGAINST WOOD. ES EACH SIDE SOG SLAB-ON-GRADE N ` Q CRACKING AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF EXIST (E) EXISTING SSL SHORT SLOTTED HOLES rii; "' M G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE-TIGHTENED BEFORE f : O THIS DESIGN. CLOSING IN OR AT COMPLETION OF JOB. EXP EXPANSION STD STANDARD •- M Ln D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. EXT EXTERIOR STIFF STIFFENER - r- CZ 4. CONCRETE: EH EACH WAY STL STEEL A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. SQ SQUARE B. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. FF FINISH FLOOR SYM SYMMETRICAL C. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI FIN FINISH ;00F.ESSiREACTIVE AS DETERMINED BY ASTM C-221, 281, AND 215. I F TEST DATA IS UNAVAILABLE I N REGARDS FJ FLOOR JOIST T B TOP & BOTTOM ,, RAT>TO ALKALI REACTIVE MATER I ALS, PROVIDE CEMENT WITH A MAXI MUM ALKALI CONTENT LESS THAN 0.45% FLR FLOOR T 0 (P) TOP OF (PLYWOOD) BY WEIGHT. & U 064399 -n D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED I N ACCORDANCE TO THE LATEST FNDN FOUNDATION TOC TOP-OF-CONCRETE EDITION OF THE ACI 318. FOS FACE OF STUD TOF TOP-OF-FOOTING * EXP 6-30-21 . E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM: FS FAR SIDE TOS TOP-OF-STEEL �y, civ , SOF �Ow,- -AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.G. EACH WAY ABOVE MID-DEPTH OF FTG FOOTING TOW TOP-OF-WALL 7, �/ SLAB OVER MOISTURE BARRIER OVER 4" AGGREGATE BASE. TN TOE NAIL -AT ALL OTHER GOND ITIONS; USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID-DEPTH OF SLAB, OR 6X6 GA GAGE TYP TYPICAL JAN 29, i ") WWF ABOVE MID-DEPTH OF SLAB WITH SAME SUB-SLAB BUILDUP AT ALL OTHER AREAS. GALV GALVANIZED F. SAW-CUT SLAB WITH 5/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0" GLB GLUE-LAM BEAM UNO UNLESS NOTED OTHERWISE WHERE SLAB IS REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-O" WHERE SLAB IS UN-REINFORCED. Permit# B19-4087 SITE PLAN Phase: SUBMITTAL BUTTE COUNTY ✓ SERVICES HDR HEADER VERT (V) VERTICAL REVIEWED FOR HGR HANGER (SIMPSON) Ckd. By: CMR CODE COMPLIANCE HORIZ (H) HORIZONTAL HP WORKPOINT DATE02/10/2020 BY scastillo HSB HIGH STRENGTH BOLTS WWF WELDED WIRE FABRIC Date: 01 .29.2020 Project #: 19-080 ID INSIDE DIAMETER W/ WITH REVIEWED INT INTERIOR W/O WITHOUT FOR CODE COMPLIANCE JST JOIST DRAWING NUMBER JT JOINT February 10, 2020 K KIPS TRB AND ASSOCIATES S 1 REV DATE BY SHEAR HALL SCHEDULE 1 01 .02.2020 CMR PROVIDE GAP BETWEE ROOF PLY CORNER WHERE OCCURS (5) I6d NAILS AT CORNER OR INT. HALL SHEAR EDGE SHEA- ALLOW. SOLE "SIMPSON" 1/2" DIA. A.B.-T' EMBED ADDL. AS REQ'D BY MANUF., I/8" MIN. WALL NAILING THING LOAD PLATE CLIP 2X PT SILL 3X PT SILL NOTES 2 01 .29.2020 CMR ROOF PLY ER PLAN7- TYPE #/FT FASTENING SPACING A.B. SPACING A.B. SPACING _ 16d COMMOM AT 4'-0" MIN. LAP LENGTH, TYP 16d COMMOM AT _ I6" O.G. (I S) MIN. I6d COMMON AT I6" O.G. 16" O.G. (I S) MIN. 6* 6" 3/8" 164 164 I2d AT II" O.G. A35 AT 4'-0" O.G. 6'-0" O.G. 6'-0" O.G. �; 2X OVERFRAMING 0.0. MING COMPRESSION POST BETWEEN SPLICES (18) MIN. BETWEEN SPLICES BETWEEN SPLICES e AT 24" O.G. PER HD SCHED 1/S2 1 260 e / \ 6" 3/8" 260 I2d AT 1" O.C. A35 AT 2'-8" O.G. 3'-1" O.G. 4'-5" O.C. I. 6 e I A 4" 3/8" 550 350 I2d AT 5" O.G. A35 AT 2-0" O.G. 2-1" O.G. 3'-3" O.G. 4 HOEDOWN PER PLAN 380 H o I -4-- -4-- -4-- -4-- -4- -- �- -4- e 4" 5/8" 552 12d AT 5 0.C. A55 AT 1-10" 0.C. 1'-5" O.G. 5'-0" O.G. 4 N -d --I /, P.T.D.F. SILL PER 5/52 _ STUD AT EA SPLICE DBL TOP PLATE 410 CORNER OR INT. HALL WHERE OCCURS _z © 5" 3/8" 685 I2d AT 4 O.G. A55 AT I'-5" O.G. I'-O" O.G. 2'-4" O.G. 4 oIQ PLY PER (I) #4 WITHIN SHEAR2" " 640 16d AT 4" O.G. A35 AT 1'-I" 0.C. N/G I'-a" O.G. 4 PLAN CONE OF HD A.B. TYPICAL TOP PLATE SPLICE © 3/8Sas LL (5) 6c12 VERT AT0._ / \ 4" 3/8 '160 " 16d AT 5" O.G. A35 AT 11" O.G. N/G 1'-6" O.G. 4 Q 44 2 SIDES 1065 TOE N• ILS 24 O.G. 8 _ DBL TOP ST2122 STRAP, U.N.O. 3 3/8" a80 I6d AT 2" O.G. A35 AT 1" O.G. N/G I'-2" O.G. 4 (4) I6d AT TOP a I PLATE PER 2 SIDES CENTERED ON 13'10 -GONT. FND DETAIL ABOVE GOVT. WALL E.N. - " v ° d` WHERE DISGONTINUITY � WHERE OCCURS ®TES: 2 SIDES 3/8" 1280 12d AT 2" O.G. A35 AT -" O.G. N/G 0'-10" O.G. 4 lie .0000/"‹ T T T— T T a 4 OCCURS I i i 11110 X (5) Ibd NAILS I. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.G. MAX, �)) » , »)j MIME BLOGK ALL PANEL EDGES.2X4 CONT. W/ I62. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING TO ' SSTB A.B. PERIll EPER AT 12" O.G. TO BOTH SIDES OF WALL WHERE SPEGIFIED "2 SIDES". EDGE NAIL AT ALL PANEL EDGES, TOP PLATE, SOLE W/ (3) I6dRAFTER OR TRUSS PLAN OR HD SCHED. ° a PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.G. EA RAFTER STUD AT EA SPLIGE Ce OR TRUSS ° 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.151") OR I2d SINKER SHANK DIA.=0.135" DO NOT TYPICAL TOP PLATE PARTIAL PLANAT TOP OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE-DRILL PILOT HOLES (MAX 15% NAIL DIA) TO N AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 3/S3.1 FOR MORE INFORMATION. RAFTER OR DISCONTINUITY PLATE CORNER AND TEE 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TRUSS PER PLAN 'CALIFORNIA' OVERFRAMING -'7 TYPICAL SSTB HOEDOWN DETAIL 4 TYPICAL TOP PLATE SPICE DETAIL ri)TYPICAL SHEAR WALL SCHEDULE \S2NO SCALE S2 / NO SCALE S2 / NO SCALE \ S2 NO SCALE NOTES: / TOP PLATE AND SPLICE STRAP AND STRAP AND I. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE. 3X STUDS WHERE I (5) 16d AT LAP WALL CORNER NAILING PER NAILING PER PER 4/52 WHERE OCCURS E.N. PLAN AND E.N. PLAN AND 2. PROVIDE (2) BOLTS MIN PER SILL PLATE. EQ'D PER SWS 54 SPLIGE, TYP SCHED. II/S3 SCHED. 11/53ir 3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 13/4" MAY BE _.....11 '- `O Era " '' " USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. .F I W ' 16d AT 12" O.G. ' 4. AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED I6d AT 12" O.G. BLOCK PER BLOCK PER 16" O.G. MAX Sf�AGING D DBL TOP PLATEIli . [PER 4/52 ,4B. SPACING WITH 4" EMBED IN FOUNDATION, 13/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" UE.N. PERI A SCHED A SCHED MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER SINS I MFR'S RECOMMENDATIONSpd Z z FRAMING PER PLAN FRAMING PER PLAN -1 E I/8" GAP PER I W 5. ANCHOR BOLT EMBEDMENT SHALL BE DETERMINED BY P.T. SLAB ON GRADE DESIGNER MANUF., TYP (I STRAP) (2 STRAPS) �_ ° I Q Q STUD F.N. FL, R SW STRAP PARALLEL TO ROOF FRAMING - - SPAG I NG I COMP. POST t/1 - A A.B. PER SHEAR WALL SCHED. W/ 2" HOOK PER SINS A REQ'D PER t/1 Q ROUGH LL OPENING AND 3" X 3" X 0.221" PLATE WASHER, TYP. I ce HD SCHED. V SHERA PLY I 0 N STRAP AND STRAP AND r -- D ROUGH 5" MIN U.N.O. BY SHEAR HALL SCHED. BLKG AS REQ'D d PER PLAN NAILING PER NAILING PER =tel PLAN AND PLAN AND - - OPENING 12" MAX / 6'-O" MAX AT (I) AND (2) STORY PTDF AT PANEL EDGES I > LC) W SCHED. 11/53 E.N. SCHED. 11/53 E.N. — — 4'-0" MAX AT (5) STORY AND ABOVE (SILL I W Q Q J -_ - t [ II HD PER PLAN Z Q N a ��� yam �� \=_ SILL PLATE Ak 'iI / _. _mit _ s - PER SWS1 -iii V E <E BLOCK PER C� �- - , ° ir ■, - J SCHED _ _ _ Z U G J RIM AT Ce _ _ _ RAISED )1 0 — >_ FRAMING PER PLAN I A.B. PER SWS FLOOR s D Q -U (I STRAP) (2 STRAPS) --_H-. _� WHERE A.B. PER U �_ _ AT RETROFIT OR FOUNDATION OCCURS � HD SCHED. U � I L I L. I ~L MISPLACED A.B. B.O. PER PLAN .oLO W STRAP PERPENDICULAR TO ROOF FRAMING SEE NOTE 4 U \ P.T. SILL AND FND PER PLAN 12" MIN / D LLJ ICe S A.B. PER 5/S2f- 1A. ROOF DRAG STRAP DETAIL - HEADER PER PLAN 5 ANCHOR BOLT SPACING DETAIL r2 TYPICAL SHEAR WALL ELEVATION Z U ER PER ULE a.) (S2 ,IBG. KNI GMSTUUD PER SCHDEDULE S2 - �S > s NOSCALE NO SCALE \ 1STORYCONDTI?ON NO SCALE < U D. (2) A55 AT MULTILE KING STUDS E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRAGED STUD LENGTH I V J > CO LAP F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUP TO DRAG STRAP CONT. LAP NAILING MID FOUNDATION. > ° Ln MARK LOAD REG'D BLOCK LENGTH NAILING z _ L SIZE (1) G. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 166 AT 12" O.G. STAGGERED, W UICC U.N.O. HOLDOHN SGHEDULE H. WALL STUD PER PLAN, DF4*2 AT 16" 0.C. U.N.O. DIST. FROM ANCHOR TYPE, U.N.O. PER NAILS/ MIN. dm A 11054* CSI6 2X4 1'-2" 8d, 2 1/16" O.G. 8d, 4 I/8" O.G. I. POST PER PLAN SIMPSON MIN. CENTER OF PLAN, SEE NOTE 2, 3 SDS STEM ,.: 2 Ln MODEL COMP. CONC. ANCH. TO 1 OR 2 I 2 SCREWS/ HALL '� 5 2410# CSI4 2X6 I'-1" 8d, 2 1/16" O.G. 8d, 4 I/8" O.G. NUMBER POST FACE OF POST POUR POUR POUR POST BOLTS WIDTH t� WALL FRAMING WALL FRAM INGt a c M HDU2 DBL 2X 1 5/16" SB 5/8x24 SSTB16 SSTB20 6 SCREWS 6" 2X4 WALL OPENING SCHEDULE 9'PLATE PER PLAN PER PLAN M '-n OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS HDU4 DBL 2X 1 5/16" SB 5/8x24 SSTB20 SSTB24 10 SCREWS 6" G 4610# CMSTCI6 2X6 4'-1" I2d, 5" O.G. I2d, 6" O.G. DBL SIDED DBL SIDED - r- SHEAR PLY '..�� SHEAR WALL SHEAR PLY 'I 2 SHEAR WALL HDUS DBL 2X 1 5/16" SB 5/8x24 SSTB24 SB 5/8x24 14 SCREWS 6" UP TO 4'-0" SEE PLAN (I) 2X4 (I) 2X4 PER PLAN WHERE OCCURS PER PLAN f WHERE OCCURS D 6115# CMSTI4 2X6 6-5 IOd, 5 1/2 O.G. IOd, 1" O.G. HDUS 6X6 13/8" SB 7/8x24 55T1528 55T1534 20 SCREWS 8" 4'-0" TO 6'-0" SEE PLAN (1) 2X4 (2) 2X4 HDUI I 6X6 13/8" I"�, NOTE 3 30 SCREWS 8" H.D. PER oFEssi E 1380# (2) CMSTCI6 2X8 4'-1" I2d, 5" O.G. I2d, 6" O.G. E.N. PLAN HDUI4 6X6 1 1/16" I"m, NOTE 3 36 SCREWS 8" �9 PR NA < 6 -O TO 5'-0" SEE PLAN (2) 2X4 (2) 2X4 E.N. WHERE OCCURS I E.N. WHERE �� 0M. l , FTF STRAP ` OCCURS �- -� 8'-0" TO 10'-0" SEE PLAN FTF STRAP 1� • STHDB/RJ DBL 2X 1 1/2" (24) I6d 6" c� 064399 T F 13510# (2) CMSTI4 3X8 6-5 IOd, 5 I/2 O.G. IOd, 1" O.G. (2) 2X4 (3) 2X4 PER PLAN UP TO 16'-0" SEE PLAN Z� PER PLAN (3) 2X4 (3) 2X4 _. Ali STHD10/RJ DBL 2X 1 1/2" (28) I6d 6" EXP . .6-30-21. irl STHD14/RJ DBL 2X 1 1/2" (38) I6d 6" '� civ ' CONT. STRAP AS REQ'D PER PLANE.N. SHEAR PLY E N SHEAR PLY NOTES: ,;,9 oF / 2X6 WALL OPENING SCHEDULE E 10'PLATE PER PLAN PER PLAN I. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS JAN 29, i ' ') LAP LAP TYP. LAP COMP. POST COMP. POST 2. MIN EMBED FOR SIMPSON SB 5/8 AND SB 1/8 SHALL BE 18". SEE PLAN FOR EMBED IN ENGT ' ENGT ENGT ' UP TO 6'-0" SEE PLAN (I) 2X6 (I) 2X6 GOVT. WALLyi PER PLAN CONT. WALL PER PLAN ALL OTHER CASES. WHERE 3X SILL PLATE IS REQ'D AND SSTB BOLTS ARE USED, WHERE OCCURS WHERE OCCURS 6'-0" TO 8'-O" SEE PLAN (2) 2X6 (I) 2X6 —\— ORDER SSTB##L FOR LONGER THREAD LENGTH. Phase: SUBMITTAL t _ 3. PROVIDE F1554 GR36 THREADED ROD WITH 28" MINIMUM EMBED IN MONOPOURED Ckd. By: 8'-O" TO 10'-0" SEE PLAN (2) 2X6 (2) 2X6 STRAP HOLDOWN CONCRETE AND NUT WITH I/2" THICK BY 3" S . PLATE WASHER AT BOTTOM OF CMR UP TO 16'-0" SEE PLAN (2) 2X6 (2) 2X6 EMBEDDED END. Date: 01 .29.2020 LAP MID NAILING \ LAP NAILING LAP 4. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH I6d OR I2d (DIA.-0.131") AT 6" O.G. Project #: 19-080 NAILING NAILING STAGGERED. NOTES: 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF 5. STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOLDOWNS IS 1 1/2". NAIL EACH PIECE OF CONTINUOUS STRAP. SIZE FOR STRAP HOLDOWNS IS I6d SINKER (0.148" DIA. X 3 1/4" LENGTH) DRAWING NUMBER 2�ROOF DRAG STRAP SCHEDULE 9)TYPICAL WOOD STUD WALL ELEVATION 6 TYPICAL STRAP/HD PLAN SECTION r 3 HOEDOWN SCHEDULE S2 \ S2 / NO SCALE \ SZ NO SCALE \ SZ Permit# B19-4087 SITE PLAN NO SCALE \ S2 / REVIEWED NO SCALE BUTTE COUNTYSERVICES FOR CODE COMPLIANCE REVIEWED FOR CODE COMPLIANCE February 10, 2020 DATE02/10/2020 BY scastillo TRB AND ASSOCIATES REV DATE BY 1 01 .02.2020 CMR rmi3" GLR 3" GLR 2 01 .29.2020 CMR SHEAR AT INSIDE FAGS WHERE OCCURS PER PLAN REINFORCING PER SCHED. FRAMING PER PLAN z WALL FRAMING PER PLAN BLOCK SOLID AT POST AND H.D. O FINISHED GRADE BLOCK SOLID AT POST AND H.D. LSSU HANGER EA STRINGER. INTERIOR FINISH Z - ` SHEAR PLY PER PLAN FLOOR PLY W t III=III- 2X DECKING AND`f 0 -I =I I- PER PLAN7- SOLE NAILING p --- © THICKNESS 13 GLR NAILING PER PLAN SOLE NAILING III=� JOIST PER =721 CONT. JOIST E.N. DECKING, B.O., FLOOR JOIST - 11= PLAN EITHER _ \ 114 �� DIRECTION S - / 2)< TREADS PER PLAN DIMENSION "B" -111-111-111- 1' FLOOR JOIST PER PLAN ■■ w� 2X RIM PER PLAN W/ HANGER7 , A FOOTING SECTION , !--- DECK JOIST ir W I PER AS REQS N —4 3/4" PLYWOOD RISER , FOOTING PIAN VIEW LU HANGERN WITH (2) 16d NAILS TO 1 \ EA STAIR STRINGER -�' \ � PTDF LEDGER WITH RIM OR BEAM PER PLAN yr I y 48" O.G. I A.B. PER 5/52 E.N. FOOTING SCHEDULE (2) 1/4" X 3 SDS 6" MIN, - ° 6" MIN, SGREWS AT 16" O.G. Ce I I 6" MIN N — / / U.N.O. FOOTING TYPE THICKNESS, U.N.O. DIMENSION A DIMENSION B REINFORCING LOCATION / / U.N.O. N ° FI.5 12" I'-6" 11-6" (2) #4 EA WAY BOT ° STAIR STRINGER • 1 1 I—I I—I 1 1—I i I—III =111-111-111-111-N i t I—III—III—III—III— —1 1 1=1 1 1-1 1 1=1 1 1=1 l i_ WALL FRAMING IIIIIIIII- =1 I ° - I IIII III-III F2 12" 2'-0" 2'-0" (3) #4 EA WAY BOT -I I I=111=111=i�= I 1III I I III=III- WHERE OCCURS PER PLAN ��' -III=III I I-"'- - _ =III=1 -IIIIII 11 "' III-I' (� III =� a ° = 11-111E1' z F2.5 12" 2'-6" 2'-6" (4) #4 EA WAY BOT -_ a _ 1 -III II=I1 1=III-III- z \ #4 AT 24" O.G. HORIZ - #4 AT 24" O.G. HORIZ11-116 - i III- - F3 12" 3'-O" 3'-O" (4) #4 EA WAY BOT ° I I I1 I 2" MIN / .� #4 AT 18" O.G. VERT 1I=III- ° ' #4 AT IS" O.G. VERT s �IiI� 1-LVIII = F3.5 12" 3'-6" 3'-6" (5) #4 EA WAY BOT , I1I�I �Iill WHERE STEM > 24" ° = N WHERE STEM > 24" ° = dJ Ce -�° ° cq F4 12" 4'-0" 4'-0" (6) #4 EA WAY TOP AND BOT =�" ° I' I I 3" CLEAR- NI, F45 18" 46" 46" (6) #4 EA WAY TOP AND BOT 3" CLEAR \ N STRINGER SUPPORT� �(I) #4 CONT. TOP AND BOTT F5 18 51-O 51-0" (10) #4 EA WAY TOP AND BOT �(U #4 CONT. TOP AND BOTT WALL WHERE REG'D / 1 MIN / F5.5 IS 5-6 5 -6 (II) #4 EA WAY TOP AND BOT / IS" MIN ,' F6 18" 6'-0" 6'-0" (12) #4 EA WAY TOP AND BOT STAIR TOP CONNECTION DETAIL -'7 INTERIOR CONT. FOUNDATION r4 SPREAD FOOTING SCHEDULE ri TYPICAL FOUNDATION DETAIL S3 / NO SCALE S3 / \ S3/ NO SCALE \ S3/ NO SCALE FLOOR PLY AND FLOOR JOIST PER PLAN LAP 6" NAILING PER PLAN ON CENTERLINE OF GIRDER SOLID BLOCKING\_______..... 1m O 2.1 WALL FRAMING PER PLAN W s s V BLOCK SOLID AT POST AND H.D. , INTERIOR FINISH FLOOR PLY • GIRDER PER PLAN WITH PER PLAN SOLE NAILING W WALL FRAMING BC POST CAP AT POSTS �- - PER PLAN (3) Sd TOENAILS PER F.J. 2X BLK .' FLOOR JOIST N Q 4X6 POST WITH (4) I6d 4z FLOOR JOIST PER PLAN ■•,�„��.0 TOENAILS TO PIER �` PER PLAN LAP 6” W N V STAIR STRINGER ° = ti� / ON CENTERLINE PER PLAN �- T T OF PLATE Ce 0 N O "HETSET" I ► \ W (3) 16d RINGSHANK _ T Ce PRECAST > Ce NAILS STRINGER GONG. PIER V TO EA STUDL2X TREADS z P.T. SILL AND A.B. PER 5/S2 W < Q J „ ' I I—I I—I IIIII ° -IIII I-I I-I I-I 1' \ 6" MIN, Z D N a 6" MIN 3/4" PLYWOOD RISER 1-III-III=III=III- =III=III-III=III=111 / / ° - - WITH (2) 16d NAILS TO I W I=I W I=I W I=I W I=III= ° I=111=111=111=111= = U.N.O. - -III-III-III-III- ° -III-III=1 I I=1 I I1' O ? �, ° EA STAIR STRINGER =11 =11 =11 -I 1= ° ° ° I=1 I=11 I=1 I=1 -I Ill �1-1�1-111 ��� ill Hi ���-1�1-1h= �q • =1111=111=111= H= �I=III-I -IIIIII- v E -III—I 11=1 111 i 1- —III-III 11=''' �a''- I I I=1' J N �` a1,111=1III 11E11 a 1=111-111=1 Z C.3 O #4 AT 24 O.G. HORIZ 11=111- ° AI' y Z < Ln U ° N__ #4 AT 18" O.G. VERT 1'111'11_ - Permit# B19-4087 SITE PLAN —FOUNDATION BUTTE COUNTY y I VV SERVICES WHERE STEM > 24° III ° �° d = N — •\ / DIM PER PLAN / PER PLAN REVIEWED FOR 61— U CODE COMPLIANCE w U DATE02/10/2020 BY scastillo .11 3 CLEAR- - 12" MIN (1) #4 CONT. TOP AND BOTT LLJ U 0 D Li, _. . STAIR DETAIL 8 INTERIOR FOUNDATION ( 2INTERIOR CONT. FOUNDATION Z v - S3 / NO SCALE S3 NO SCALE S3/ — °V Q U POST PER PLAN111 0 J M�+� r > W COMPRESSION POST POST BASE PER PLAN \ C I1� PER H.D. SGHED. H.D. PER PLAN I" STAND OFF z /_ C �I S.O.G. PER PLAN2" GLR MIN IJ'] w U 7- 1111210.--- 7-POST PER PLAN WALL FRAMING d� PER PLAN Y' ■ ' / DECKING PER PLAN SILL PLATE AND o SSTB PER PLAN, SEE 1` FINISHED � _ rt O 0 M 2X TREADS A.B. PER 6/53.1 5/53.1 FOR MORE INFO DEPTH PER — GRADE at :'_ N 1 DECK BEAM = PLAN r' 1 3/4" PLYWOOD RISER PER PLAN DECK BEAM 1 .� ° REINFORCING WITH (2) I6d NAILS TO PER PLAN i,. .. /1-4/7 EA STAIR STRINGER a° ° ° a PER SCHED. `� il ° 3" GLR WIDTH PER z I ° ° ° i ° PLAN QROFEssiq�< ° ,J ° ° ° ° ° ° WITH SLAB eo M. Ra T�� 2X DF BLOCK WITH HUG HANGER HUG HANGER Q I- -I S a ° ° ° <7 <7 s i 064399 -T 6" MIN I6d NIALS AT 6" p W a ° a ° POST PER PLAN /1 O.C. - NOTCH 3 ` Z (� W ° ° a ° d ° ° r * EXP.6-30-21 STAIR STRINGER STRINGER AT BLK O L PER PLAN \ 53 2 a ° POST BASE PER PLAN ° ./civ o° ° °° a I" STAND OFF ► of ,.- %V f FLOOR PLY ° ° °° ° ° �� // °o ° =rr. m m m n 1- ° =1 1=1 =1 ° 111 6 MAXli, 2" GLR MIN JAN 29, ir ���J41 v . ������; 111 III=1 I III1 ��4141_ � ������ = Phase: SUBMITTAL FINISHED II—III I I.4.I I i, 1 ° GRADE 1-11 II 1-11 -1 1-11 3" GLR DEPTH PER 1'4 <7 = GRADED Ckd. By: CMR 2X JOIST PER PLAN 2X BLOCK ° • PLAN = WITH (2) I6d H1 I—II H 1 1=1 1 I REINFORCING REVIEWED Date: 01 .29.2020 EA END 1 11 1 J 3" GLR WIDTH PER _ PER SCHED. Project #: 19-080 PLAN FOR CODE COMPLIANCE - W I THOUT SLAB February 10, 2020 DRAWING NUMBER �12STAIR STINGER DETAIL -9 FOUNDATIONAT ROOF SUPPORT POST 6 THICKENED FOOTING AT SSTB 3FOUNDATION AT EXTERIOR POST TRB AND ASSOCIATES �S3 / \S3 NO SCALE \ S3 NO SCALE .S3 NO SCALE S3 REV DATE BY 1 01 .02.2020 CMR ROOF PLY PER PLAN--\ 2 01 .29.2020 CMR E.N. POST GAP PER PLANtill BEAM ROOF PLY PER PLAN SHEAR PLY PER PLAN �� E.N. �� RAFTER PER PLAN ROOF PLY FRAMING PER PLAN ROOF PER PLAN E.N. (3) 16d EA RAFTER FRAMING N ROOF PLY f PER PLAN DBL TOP PLATE PER 4/52 '�_s 2X BLOCK o 0 / a � T . _ N.-------PER PLAN N J RAFTER PER ) E.N. PLAN WITH (2) N I I` �� ��I \ \ A35 AT ` Q RAFTER I6 EA STUD 24" p C I� SOLE NAILING — �� 2X HALL FRAMING Q AT 16" O.G. PER PLAN \ \ \ E.N. ,i: PER S.W.S. W 1 I SOLE NAILING \ \ ,,, PER SHS \ \ 0 PLYWOOD, PLY PER \ \ NAILING AND \ \ 2X BLKPLAN E.N. Z FINISH PER PLAN E'N' FLOOR FRAMING \\ \\ G.J. PER PLAN / PER PLAN \ \ I FRAMING LTJ KNEE BRAGS N \ et PER PLAN \, 7ON SECOND \ \N 4X BRACE W/ (3) 1/4" `1 ' n z SID OWHERE CCURS�\ \ I DIA X 6 SDS SCREWS t► \--E.N. I- X 1 j *- . X , \ \ E.N. X \ \ I DBL TOP PLATE / \ (2) Ibd NAILS AT 16" O.G. _ E \\ \ PER 4/52 E.N. BEAM WHERE OCCURS 12 DBL TOP PLATE PER 4/52 SHEAR PLY PER PLAN \\ BEAM PER PLAN POST PER \ SHEAR PLY WHERE \_ OCCURS N HALL FRAMING PER PLAN PLAN 11 HALL FRAMING PER PLAN (10 INTERIOR SHEAR WALL CONNECTION 7�FLUSH BEAM AT DORMER WALL 4 TIMBER FRAME KNEE BRACE DETAIL 1 TYPICAL EAVE DETAIL \ S4 NO SCALE S4� NO SCALE \ S4 NO SCALE CS4NO SCALE i O SHEAR PLY PER PLAN---\ %.1 HALL FRAMING PER PLAN W 1 7-2-SIDED SHEAR WHERE OCCURS V SOLE NAILING PER S.W.S. A34 EA SIDE OF POST Z HSS 1.5" X 1.5" X " SOLE NAILING PER SHS OR MULTI KING STUD FLOORPER PLY Z RIM TO BLOCKING LVL BLOCK W WHERE STRAP OCCURS E.N. _ DRAG STRAP WHERE OCCURS 0 11/5" RIM WITH FLOOR PLY PER PLAN 1 E.N. 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OR BLOCK HGR PER PLAN BEAM PER PLAN -/ X E.N. 2" SQR PLATE WASHERS, TYP DBL TOP PLATE / \ BEAM WHERE OCCURS HGR PER V IUS HANGER PER 4/52 SHEAR PLY WHERE PLAN BEAM PER PLAN <E J N OCCURS BEAM WHERE OCCURS 11 \ z < L 0 U 2-SIDED SHEAR HALL FRAMING SHEAR PLY PER PLAN PLY WHERE OCCURS PER PLAN .U HALL FRAMING PER PLAN lc—) •� 0 L11 ce _c (cy iiDECK RAILING CONNECTION 8 TYPICAL FLOOR SPLIT- PERP COND. 5 INTERIOR BEARING WALLC 2�FLUSH BEAM DETAIL az , U 7, S4 NO SCALE S4 S4 S4NO SCALE - CZQ v > C) inwZ U � 1\ t. U . SHEAR PLY PER PLAN RAFTER PER PLAN ((j � HALL FRAMING PER PLAN (3) Ibd EA RAFTER Mt-7' Ln r_2x WALL FRAMING 2-SIDED SHEAR WHERE OCCURS 1 ''� ROOF PLY SOLE NAILING PER S.W.S. 7 1 M PER PLAN N. PER PLAN �` A34 EA SIDE OF POST , M ---- --o-- -- OR MULTI KING STUD FRAMING PER PLAN SOLE NAILING PER SHS f_ A35 AT P4SW2x PLATE O RIM TO BLOCKING E.N. DRAG STRAP WHERE OCCURS 24" O.G. 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By: CMR �,,----- PER PLAN FRAMING 2-5IDED SHEAR PLY WHERE OCCURS LVL(�1)8d�ICOMPLIANCE Date: 01 .29.2020 SHEAR PLY PER PLAN DATE02/10/2020 BY scastillo REVIEWED —r— 1 ,0HALL FRAMING Project #: 19-080 HALL FRAMING PER PLAN FOR CODE COMPLIANCE PER PLAN —POST PER PLAN February 10, 2020 DRAWING NUMBER ri2STRAP AT PLATE DISCONTINUITY 9 TYPICAL FLOOR SPLIT- PARALLEL COND. 6WALL ON FLOOR FLAMING 3 WALL CONNECTION TRB AND ASSOCIATES S4 �S4} NO SCALE \S4 NO SCALE \ S4 / NO SCALE \ S4 NO SCALE REV DATE BY 1 01 .02.2020 CMR 2 01 .29.2020 CMR ROOF FRAMING NOT7 ROOF FRAMING NOT SHOWN FOR CLARITY SHOWN FOR CLARITY ROOF FRAMING NOT SHOWN FOR CLARITY ST22 STRAP BEAM7 DBL TOP PLATE JOIST PER PLAN JOIST PER 4/52 BEYOND N BEYOND _ _ _ T T T ir BEAM J LVL RIM 1/2 STRAP I I I J PER PLAN ST22 LENGTH DBL TOP LVL RIM STRAP PLATE PER � ST22 4/52 W iiiiiiu - - - - DBL TOP STRAP I PLATE PER DEL TOP 5T22 STRAP 0 PLATE PER 4/52 11/ 1/2 STRAP 4/52 2X BLOCK WITH (6) LENGTH I6d TO TOP PLATE 1,/ 1/2 STRAP LENGTH -----\_ WALL FRAMING --------\-- PER PLAN I' WALL FRAMING POST PER PLAN, WALL FRAMING 0 PER PLAN DBL 2X MIN PER PLAN // POST PER PLAN, DBL 2X MIN --\\-- POST PER PLAN, - '' DBL 2X MIN N 7 DRAG BEAM CONNECTION 4 DRAG TRUSS CONNECTION 1 DRAG TRUSS CONNECTION S5 S, NO SCALE S5, NO SCALE NOTCH END RAFTER I'-8" MAX FOR OUTLOOKERS E.N. E.N. 2X6 FLAT OUTLOOKERS/ 2X ELK AT BRACE „ AT 24" O.G. WALL FRAMING PER PLAN ` T T E.N. , 1 FASCIA B.O.i'N. 1 0 2X LEDGER WITH (2) I6d EA STUD ', (3) I6d TOEYII LLI LU HGR -.0'1°1°1°. Ij= - NAILS ilif RAFTER PER ROOF RAFTERS:1(.7 ROOF PLY PER PLAN r/ PLAN E.N. PER PLAN I \ RAFTER PER PLAN Z Z ooiIIIIIIIIIIIIIIIIIPPIPIW SOLE , W SHEAR PLY // NAILING I (lid NAILS TIE OR G.J. 0 Q PER PLAN PER S.W.S. / CONNECTION, T'fP EA END 2X PLATE �� DRAG STRAP AND ELK 2X END WALL 2X6 RAGE AT 2X RAFTER TIE \ WHERE OCCURS PER PLAN N FLOOR PLY 4'-O" O.G. W/ (4) I6d WHERE OCCURS W N Q I PER PLAN FRAMING AT 16" O.G. NAILS EA END PER PLAN E.N. V E.N. A -� SOLE NAIL PER S.W.W. 0 N 0 FJ PER \ `�U���� 2X BLOCK — W IF PLAN 2X6 ELK AT61�vi;ii V 4-O O.G. W/ (3) 2X G.J. WHERE — HI EA RAFTER, TYP. W HGR PER -= END OCCURS PER PLAN A35 WHERE OCCURS Ce W < Q J PLAN Z 0 0 BEAM PER PLAN CV � 2X6 JOIST �� LU HGR BEAM PER PLAN �� CEILING JOIST PER PLAN PC POST CAP AT 24" O.G. �X� E N (3) I6d TOE NAILS EA ELK POST PER PLAN o <( V J DBL TOP PLATE 6) O L _ N, _ DBL TOP PLATE PER 4/52 ],_ Z If) . SHEAR PLY PER 4/S2 SHEAR PLY 4 D I M PER Ce _ PER PLAN PLAN BEAM WHERE OCCURS PER PLAN — D Q . SHEAR PLY WHERE OCCURS U 0 P , AT 2-SIDED WALLS0 WALL FRAMING PER PLAN WALL FRAMING U ' O PER PLAN I JJ D O mw Ie . cy 8 FI�AMING AT FLUSH BEAM �5�GABLE END WALL FRAMING2PORCH EAVE DETAIL z U S5 NO SCALE NO SCALE S5 / NO SCALE — 06 < U W Qj -I CO > C) Z U � � Ct _.16 ROOF PLY PER PLANG RAFTER PER PLANTt tr. M (2) I6d TOENAILS EA 2X RIDGE BOARD C.- 2X 2X RAFTER TIE SIDE EA RAFTER 5T22 EA RAFTER WHERE OCCURS PER PLAN (14) I6d COMMON NAILS TIE OR C.J. CONNECTION, �,, i t, �OFESS/q,,,, \SSSTTPEEN7 PERRAFTER PLAN ROOF PLY PER PLAN f M. R477%�ce , RAFTER PER PLAN g v 064399 T EX' 6-30-21 41/CIV . / JAN291 ' � Permit# B19-408 - E PLAN Phase: SUBMITTAL BUTTE COUNTY 1+ .Y SERVICES REVIEWED OR Ckd. By: CMR CODE COMPLIANCE DATE02/10/2020 BY scastillo REVIEWED Date: 01 .29.2020 FOR CODE COMPLIANCE Project #: 19-080 February 10, 2020 DRAWING NUMBER �6 COLLIER TIE CONNECTION (3 RIDGE CONNECTION TRB AND ASSOCIATES S5 \ S5 NO SCALE \ S5 NO SCALE