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Home My WebLink AboutB14-2869f ja Provide separate grounding conductor ' COMPLY WITH CALIFORNIA ELECTRICAL from main electric service panel to remote structures and remote subpanels.CEC.- - -CODE-for wiring met}iods=- secure_" _ conductors and conduit par all applicable I Art. 250.32(D) • - raGui: �To!r 3s required by the 2013 CEC for "• .=� the specfic,,athod cf wiring THIS BUILDING IS ENGINEERED PER DRAWING. ANY STRUCTURAL CHANGES ' MUST BE APPROVED BY AN ENGINEER. . R S/B=STRONGBACK BUTTE 20 S/B .� COUNTY a DEC 302014� 10'X8'O.H. SECTIONAL DOOR x DEVELOPMENT } , SERVICES U. o •3 3/12 ROOF PITCH 4„ CONCRETE FLOOR" E 10'X81O.H. IZ , o I� �� SECTIONAL DOOR 2' OVERHANGS 02 X 6 S.S. DFL ' PURLINS 5 II RIDGE VENT ' 2O.C. r y SKYLIGHTS w' z HI n. .. C Uj ZENGINEERED TRUSS—/ c o UE 23'9" SPAN • . W 2 w !• �, TX 6'8" -v• �J WALK-INA Doo% .. ��g N . S/B LL in . T OVERHANGS —5065 • r > 2-20-15 Q- PLAN VIEW RENEWAL DATE Q� PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES ► . "o' ODE COMPLIANCE ' •; '. DIAGNONAL: •24'•X 42'=48'4 7/16" DATE i BY NOTES ❑ POST SIZE: 6X6 #2 DOUGLAS FIR PRESSURE TREATED o❑ POST SIZE: 06 HEM FIR PRESSURE TREATED DOOR POST MAC-CO METAL BUILDINGS " ❑ FOOTING SIZE: 21" DIA. X 3'0" DEPTH 1 l 24'X 42'X 10' STORAGE FOR O FOOTING SIZE: 18" DIA. X 2'0" DEPTH �. RALPH DAY SNOW LOAD 20 PSF WIND LOAD 110 MPH rI , l 2344 CASSANDRA {COMPLY WITH'CAUFORNIq. _ +� t�=�' CA 95965 510-915-5454 COMP LY_WiTH'CAUFORNIA ELECTRICAL' ELECTRICAL CODE- ARTICLE 250 CODE- ART. 210,8 ground fault 14057 REQUIREMENTS FOR GROUNDING protection shall be required in all bathrooms, AND BONDING J kitchen, laundry, utility & wet bar sinks, and + exterior receptacles u COLORED STEEL ROOFING & SIDING 12 3F— jSu rface Drainage shall comply with hI2013 CRC section R401.3 minimum +5% (6 inches" in 10 feet) slope away from foundation walls END WALL ELEVATION END WALL ELEVATION . f LANDINGS AT DOORS SHALL.COMPLY WITH 2013 CBC SECTIONS 11008.1.5, 1008.1.0, 1009.8 &1010.7 end 12013 CRC SECTIONS 311.3 & 311.7.6 BUTTE COUNTY - - BUILDING-DIVISIC N APPROVE® FRONT ELEVATION REAR ELEVATION 14 Page 3 of BOTTOM OF 2X6 P.T. P.T. POST ROUGH SAWN SKIRT BOARD IS SET AT LEVEL GRADE. BASE TRIM FOR WALL STEEL CONCRETE SLAB FLOOR (optional) 5% GRADE 10' ALL AROUND THE BUILDING =11111=111=111 III=III=III=III. III=III=III=III=III=III=III =III=III=III= iu=iu=m jM11 =u1 11MIMM M GRANULAR LEVELING =1�I=1�1=111=1u=1�1=mCOURSE III=III=III=1�1=u1 u1=1�1= III=III=III=III=11 =III= =ul-ul 11�= USE MIN. 20-20d NAILS IN POST TO CONCRETE M CV o❑ a USE MIN. 2500 P.S.I. CONCRETE BUTTE COUNTY BUILDING DI` S,0,�! APPRO\,/Fr 1 'e ARC ' �6 IAN m FOOTING DETAIL C- 5065 2-28-15 RENEWAL T DATE Q� F OF C I Page 1 of 2X6 S.S. DFL PURLIN 24"' O.C. 2X6 BLOCKING 4-16d NAILS ° I 11 - 3/4" CARRIAGE BOL MANUFACTURED TRUSS OUTSIDE OF POST - ENGINEERED BY MANUFACTURER 2X6 CORBEL W/ 3-16d NAILS 1 - 3/4" CARRIAGE BOLT 2 COUNTY BUILDING DIVISION P.T. POST (ROUGH SAWN) APPROVED GABLE END TRUSS CONNECTION r, • EG RC y�T G� g AN 2jA 3-16d NAILS _ fT► 1- 3/4" BOLT � -25065: r 2NEW RE�NE=WAL ` ° T� DATE OQ� OF C 1 - 3/4" BOLT MANUFACTURED TRUSS EACH SIDE 00 POST - ENGINEERED BY MANUFACTURER 2X6 CORBEL W/ 2- 16d NAILS 3 ` �x P.T. POST (ROUGH SAWN) TRUSS HEEL CONNECTION 2X6 S.S. DFL PURLIN 2'0.C. Z ° ° 8-16d NAILS — END TRUSS Page 5 of 1 2X6 S.S. DFL STRONGBACK Z_ ° 5-16d NAILS INTERIOR _TRUSS ZEND P.T. POST .qTR0IVrRA(.K nF=TAII n 4J SIMPSON LU -26 HANGERS - TYP. EACH END � 2X6 CONT. BLK. \IAII 11111 ACA MANUF. TRUSSES ENGINEERED BY MANUFACTURER PURLIN DETAIL 2X6 S.S. DFL PURLIN BUTTE COUNTY 2'0/C BUILDING DIVISIO APPROVE.) 5 2X6 GIF 2X12 DOOR HEADER NAILED W/ 3-16d EACH END (TOENAILED) 16d NAIL @ 12" 0/C Header is Non -Structural. 2X6 HEADER Provided for any applicable door hardware. P.T. POST 6 OVERHEAD / CURTAIN ---.BUTTE COUNTY DOOR HEAD DETAIL BUILDING DIVISION Page & of 2X6 T -GIRT AT RIGHT ANGLE TO GIRTS 1@ MIDPOINT 2X6 GIR' 2' O/C - P.T. POST A 7 J "T" GIRT DETAIL w _ V'/ I O 2x6 DFIR EAVE GIRT W/ 2-20d EA END (TYR) BUTTE COUNTY BUILDING DIVISION APPROVED 2x6 DFIR GIRTS W/ 2-20d EA END (TYP) tt a 29 ga. 0.0150" GRADE E � n STEEL FASTENED W/ d 1' q 1 1/2" CAD PLATED # 10 w t SCREWS ® 9" O.C. (TYR) d w d . A f li I� 25 d 2x 1 0 P. T. HFIR II �' '' N " �-28-, SKIRT BOARD I li nENE DA W/ 4-20d n ,F EA END (TYR) ,1 ', p '' F Gi 1 11 if p ROUGH SAWN 6x6 COLUMN (TYR) 1 2'-0" METAL ENGINEERED POST FRAME BUILDINGS -S N. S ' Y R4A C'. E LY+B A R IN CS 14 Mac-Co Metal Buildings Green Building Code Plan BUTTE CC) March 31, 2011 BUILDING' 00v Construction Waste 1.) Lumber is ordered in lengths of 10',12',14' for use on 10',12' and 14' bays leaving very little waste, all remnants will be returned to -shop to be used for recycling 2.) Treated lumber is ordered to lengths within 3' of required length, remnants are either left with customer for their use or brought'back to shop and sold or given away for landscape or other uses. 3.) Steel siding and roofing is cut to length at manufacturer, trimmings from windows, doors, and pitch cuts on end walls are brought back to shop for recycling. 4.) Concrete is ordered according to the building requirement any excess is used to enlarge aprons or stoops. Toxic Compounds 1.) DAP window caulk -VOC 35 Allowable VOC 420 2.) Seal caulk VOC 400 Allowable VOC 420C_ 3.) Kilz Paint VOC 100 Allowable VOC'250 IAN 4.) Rustoleum Paint VOC 66 Allowable VOC 250 LL Vn 5 Construction waste adheres to GBC Section 4.408 2-28-15 Toxic compounds adheres to GBC Sections 4.504.2.1, 2.2, 2.3 and 2.4 RENEWAL DATE OF C R&A Resources, Inc. dt)a. h11n"o--co 11'Aeta@ Buildings 6183 Meister Way, Aiidersori, (._ ,'96007 Con trac!.,.')r',s [..c. 1,111o, 80852_4 1 36", 1,403 o 08 0 I MAC -CO METAL BUILDINGS JOB NAME QAy SIZE 2yVY4,o 6183 Meister Way -1 ANDERSON, CA 96007 SHEET NO. ICIOF_ (530)3651403. CALCULATED BY 4+1- DATE //-lo-v CHECKED BY DATE DESIGN CRITERIA REFERENCES: BUTTE G,0lj,,, BUILDING DA `` APPM ROOF LOADS SEISMIC LOAD � D.L. = 2.5 PSF L.L'= ZO PSFT.L. = zl- PSF WIND LOAD PER ASCE 7-05 MNFRS Method DESIGN WIND SPEED MPH EXPOSURE C o _ S FT. Ps = A,;Kzt 1 Ps30 Kzt= /.0 1= /.o Ps30= Ax 414. Ps=( f -t4 if, l PSF Pnet = a, Kzt I Psnet30 %l, = Kzt= 1= Psnet30= Pnet = ) ) ( ) ( .. ) = PSF SOILS �0 ANcy�AF` v ASSUME �y PSF rn LL --� 5 � C-2506 06 � MATERIAL. BASE VALUES #2 DFL = Fb = 900 PSI SINGLE 2 2 -15 RENEWAL #1 DFL = Fb = 1200 PSI SINGLE 9�F DATE S.S. DFL = Fb = 1500 PSI SINGLE OF PRESSURE TREATED POST ( SOLID SAWN) = Fb = #1 DOUG FIR 1200 PSI E =1,800,000 PSI t ' PRESSURE TREATED POST ( SOLID SAWN) = Fb = #2 DOUG FIR 750 PSI E =1,600,000 PSI PRESSURE TREATED POST ( SOLID SAWN) = Fb = #2 HEM FIR 575 PSI E =1,300,000 PSI LOAD DURATION WIND = 1.6 (Fb ONLY) SNOW 1 MAC -CO METAL BUILDINGS JOB NAME' DA y SIZE Zy•v yz",jo 6183 Meister Way ANDERSON, CA 96007 SHEET N0. . _—_ I OF I -1__._—_.__......__....._-.-...... (530) 365-1403 CALCULATED.BY___...--' ..... �A...__. DATE_ CHECKED BY DATE GIRT ANALYSIS BAY 13UTTE rt,);. t,);.J TV BUILDI�E(7 UiVf,�I�7N WIND LOAD = i�.t PSF APPROVE \ LOADING PER FT. z.o ) _. 3�.� PLF ALLOWABLE BENDING ) (1.3) ( 1,16' ) ( 1.15) (1.6) PSI Mom 12 ) _ 8 = S Req'd = ( i.�sy y) - �1izc.Z = ?-(,s IN 3 S = 2X6 FLAT = 2.06 I N 3 -S 2X6 EDGE= 7.56 IN 3 USE 2X6 S S DFL 2'-0" ON CENTERS TRY FULL WALL SECTION ASSUME EAVE HEIGHT LOAD / FT. rJU ) _ /p8 PLF Mom = ( i F! ) ( y ) 2 ( �z. ) _ 8 SReq'd 114 .1— IN 3 LOADING 2 X 6 2X6 USE S = 7.56 + 2.06 9.62 IN 3 s�'e• -FT. WALL SECTION HAS y OTHER GIRTS f FLAT = y X 2.06 IN3 TOTAL = '9.8o IN3 - USE 2X6 T -GIRT AT M ipjo&jNr N �2 NAILS IN WITHD AL 2 16d NAIL (40 ) ( 1.33) = 2 X y IN 3 -0" O/C MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 PURLIN DESIGN to # SNOW LOAD LOAD = ( ZZ -t ) ( 2.0 ) = Fb=( iroo )(1.3) (1.15)( Mom= ( )Z( 12 ) T8=_ S Req'd 13 Tla — USE z y'4. 53 DFL tf OIC END RAFTER DESIGN u s r vt sst JOB NAME Day SIZE z 4v yLv SHEET NO. I2 OF I� CALCULATED BY DATE CHECKED BY DATE BUTTE COiaNTv BAY Zy" APRENTERS'� PLIF 2s7 -;a PSI II# SPAN LOADING PSF SPACING Mom=( ) ( ) ( )Z ( 12 )+8= S Req'd = + [ ( ) USE # DFL IN 3_ S = 2X6 EDGE = 7.56 Ill. ;. IIu - m) ] = IN. 3 S= _ POST DESIGN \G�,y g AN SOLID POST Fb = #2 HF = ( 575 ) ( 1.6) = 920 PSI SOLID POST Fb = #1 DFL = ( 1200 ) ( 1.6) = 1920 PSI �- SOLID POST Fb = #2 DFL = ( 750) ( 1.6 ) = 1200 PSI -2506 2-28-15 WIND PRESSURE PSF y R E BAY, so'o" - EAVE HEIGHT OF CA W=( fd.1 ) ( iy )_ ZGs.L PLF M=( 2Li•Z. ) ( �c )z (12)_8= Jf ,# S Req'd = 39tieo — = 1Z.9 IN 3 FOR SOLID POST USE GYy # Z. DOUG FIR (ROUGH SAWN) - S= 34.0. IN 3 ex. FOR SOLID POST USE # HEM FIR ( ROUGH SAWN) - S= ` IN 3 r . `i f i a MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530)365.1403 JOB NAME-D!_►X__.--------_—_-. SIZE. 2tiry� Yeo SHEET NO. I3 OF ! -1 CALCULATED BY CHECKED BY _ _ DATE _ POST TO TRUSS CONNECTION DESIGN FOR Zq'°" SPAN, Iff BAYS, #SNOW LOAD VALUE FOR 3/4" BOLTS, DOUBLE SHEAR 3" IN MAIN MEMBER . PERPENDICULAR TO GRAIN = (1170) (1.15) = 1345.5 # PARALLEL TO GRAIN = ( 2400) (1.15) = 2760# BUTTE COUNTY VALUE FOR 16d COMMON NAIL = (118) ( 1.15 ) = 135.7 # BUILDING DIVISION APPROVED LOAD. ( y -) : ( MC') = 4.444 /# 2 CONNECTORS 3/4" BOLT(S) AT TRUSS # / 3/4" BOLT(S) AT BLOCK = 2Z�O # 1e 16d NAILS = i # USE 1 ( 3 +-Z_ _ NAILS IN TRUSS HEEL AND Z NAILS IN BLOCK ON EACH SSI TYPICAL END TRUSS CONNECTION I LOAD = P. ( C2yl� z ) ( 4 ) ( 22.i ) = 2 ems # 2 Z � TOTAL 16d NAILS REQUIRED = + 135.7 = = NAILS USE `I NAILS AT RAFTER TO POST = ( ti USE 2 3/4 C&Au*u BOLT AT c) vault01 _ ( Z ) ( 6wy USE 3 NAILS IN BLOCK = ( $ ) ( i�a:�) (' ) = 1117 ## TOTAL 2 z7f # ENDWALL RAFTER & ALTERNATE END RAFTER CONNECTION r m" LOAD =P( )( )( )_ # 2 TOTAL 16d NAILS REQUIRED = =135.7 = = NAILS t USE NAILS AT RAFTER TO POST = ( ) ( ) ( ) _ ' # USE NAILS IN BLOCK TOTAL # MAC -CO METAL BUILDINGS 6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 JOB NAME — Oaf SIZE i�iv�zy.o' SHEET _NO. .--- CALCULATED BY. _._.... _ ._ai6 DATE Of CHECKED BY DATE BUTTE COUNTY FOOTING DESIGN .BUILDING 01VI SION APPRDVED /yb' BAY, 010" SPAN, EXPOSURE c co MPH WIND SPEED, Zo # SNOW LOAD /Iwo PSF SOIL, 1/2" MOVEMENT ALLOWED, CONDITIONS LOAD DURATION WIND 1.33 1 FOR BEARING ROOF LOAD C ' y ) ( Z2.f ) - 4410 # 2 v WALL LOAD = ( 14 ) ( to ) (2.5) # TOTAL '41 C-0 # t'' ASSUME 3 "0" DEPTH ALLOW BEARING ( 1Trso ) ( j.o = 1.0) (.20) + PIER AREA REQ'D = ZA7 SQ. FT. Z w� PIER DIAMETER REQ'D = 785 CHECK FOR WIND ZI '—DIA. X 3'0� DEPTH P = ( "t4 ) ( /.- ) ( 1.0 ) ( /f•o 12.9 PSF M=( 19.8 ) ( /y ) ( .o )a _ 8= 12'.00 W S=(2) ( j.o ) (1.33) = 314 _PSF DEPTH REQUIRED = r�4.325) ( ?2se ) = 1 7'1 = 2' 4" ql USE FOR 63AAAL,ry 2 tom, . DIAMETER X 3'o' DEPTH NAC -CO METAL BUILDINGS JOB — --- _---- 61 83 Meister Way SHEET NO. _ is OF ANDERSON, CA 96007 — - (530) 365-1403 CALCULATED BY DATE CONTRACT/ORS LIC. #808524 CHECKED BY —_ DATE SCALE __..._......_..._...__._...._...__.._......... ... —.....-----...... ..-----_ _._...._......__ ......... U/ 1 N(f M�i-Tf+vo 2 - Oc-3ti✓ W �..o �e-6'c4��i . �Sct 7-fo (. QCIYKM�n/d ?trofi, C.�r•eGo� i i r I 3. ��.s.,rt,r - c �.2► y j�' IAN 13. LL -25065 r- 2-28-15 RENEWAL T� DATE OQ� OF C AL�� i V Sd' 4- 3 Mum BUTTE COUNTY BUILDING DIVISION APPROVED MAC -C® METAL BUILDONGS JOB— - 6183 Meister Way SHEET NO. _— OF ANDERSON, CA 96007 -- (530) 365-1403 CALCULATED BY AA DATE _ � 1- I) •iy __ CONTRACTORS LIC. #808524 CHECKED BY DATE SCALE -----------._—.._...----- .-------- ........ .......... --- ----------------- --------------- -------- - '---------------- 9 �� 3do P q.gz - S91 -4.tc /Xf9 Zr'� Z�sti 3' I 4z• , + (� >rq�� (�r� (r�-9•�{�)(s) - r��(�T)Cr)� i 8h�, i i i i 18,s, yy.sv I ILSt1. y,L 33•� 4.s. i• 1) ($ s 21 f'/ col -25065 r 2-28-15 Q RENEWAL � l� DATE OPS BUTTE COUNTY BUILDING DIVISION APPROVED 1 ' a = 0.4 h or 10% Length of Shortest Wall 10% Least Horizontal Wall SHEAR I FT. ( s 7 ) ( 1.33 ) PLF If" PLF ( Z' 114 ) = ( SZ.'L ) SHEAR /FT. ( q7— ( 03 ) PLF: ')4•a-PLF Greater of 2 But No Less Than 3' 1996 NFBA TEST USE duo io9 = /00 PLF USE dFw I Of = too PLF MAC -CO METAL BUILDINGS JOB NAME phi SIZE 24vvtY.' ` 6183 Meister Way —. -- ANDERSON, CA 96007 SHEET NO. _'_ 7 OF (530) 365.1403 — CALCULATED BY dti DATE CHECKED BY _ DATE-. LATERAL ANALYSIS/ METHOD/ EXPOSURE ! V= (/n MPH WIND LOAD / LOAD DURATION FACTOR 1.33 ' Design Wind Pressures Pitch 5�t = /,y % H= �, = 1.2.E A B C D (Mean Height) WPfor A=( ) ( ) ( ) (------- )— # pp Bl�`�'e COUNTY for C= ( ) ( ) ( 2 + ) (--------- ) _ # TOTAL # F3U4i tIN DIVISION .WP 2 APPROVED ' a = 0.4 h or 10% Length of Shortest Wall 10% Least Horizontal Wall SHEAR I FT. ( s 7 ) ( 1.33 ) PLF If" PLF ( Z' 114 ) = ( SZ.'L ) SHEAR /FT. ( q7— ( 03 ) PLF: ')4•a-PLF Greater of 2 But No Less Than 3' 1996 NFBA TEST USE duo io9 = /00 PLF USE dFw I Of = too PLF c MAC -CO METAL BUILDINGS •6183 Meister Way ANDERSON, CA 96007 (530) 365-1403 v JOB NAME p SIZE LYy'ls rw' SHEET N0. I b OF I CALCULATED BY AL DATE !`�8 iy CHECKED BY DATE LATERAL ANALYSIS/ METHOD/ EXPOSURE G l V= iio MPH WIND LOAD/ LOAD DURATION FACTOR 1.33 Design Wind Pressures Pitch 3f` = iy % H= A B C D (Mean Height) WP for A = ( ) ( ) ( ) (-------- 2 + WP for C = ( ) ( ) ( ) (-------- ) = # pj 0 a = 0.4 h or 10% Length of Shortest Wall 10% Least Horizontal Wall ( 1d° , ) _( u.4 ). SHEAR /FT. ( L•r ) ( 1.33 ) PLF = rp PLF iavk SHEAR / FT. ( ) ( 1.33 ) PLF = a c � a 2f� p • BUTTE COUNTY BUILDINC4 DIV) ;ION Greater of 2 But No Less Than APPROVED 1996 NFBA TEST, USE PLF MAC -CO METAL BUILDINGS JOB 044 -- — 6183 Meister Way -I ANDERSON, CA 960907 SHEET No. of l (530) 365-1403 CALCULATED BY Al DATE 11-11-141 --- --- CONTRACTORS LIC. #808524 CHECKED BY _ DATE SCALE �3`W C45SA .o,ta vote ✓0%4,4 q:mx ........ __ — -- -- -- -- --- -----_ ----- i '57 p -_-._.................... -- - - - -- -- i Sr+s z �7o�(l.z,Y .ay Sr.. = C.Z�Cc.o) _ ► qK BUTTE COUNTY BUILDING DIVISION APPROVED '3 i Vz es,� SED RC �•s A N Y�yvz V& Iv LL -25065 r Q L 2-28-15 N� fjAss Loe•� .. 2.4' RENEWAL DATE OF C P, t -J170 too Z &I • (+jNAq wA t. t i Z Sn • 1 a. Z y r /O, f %%!.!' V s1i 6w t cis = too A- fir. yj,� we.• w.� 000� 2542-!- 14= IIHv�ot+l t>fef ePivtoB= � :-Cw i Z .t. } yZ SITE PLAN Butte County Department of Development Services PERMIT CENTER - 7 County Center Drive, Oroville, CA 95965 Main Phone (530) 538-7601 Fax (530) 538-7785 Assessor's Parcel Number: .0' V — 4 " j V� c4d 0 '7jP l .f cL C Owner Name: Y\� R.00 IK TLf Address / Phone: L-3 4 Site Location: I Contact Name: %I ik On K, Z)ri V -P— t FORM NO DBP -3 ,« ». �iy-�B�o�P bUITE r--,0UNTY DEVELOPMENTSERVICES :EVIEWED FOR BUTTE CODE C%�PLIANCE COURff- -7 rBY 4 DEC 3 0 2014 DEVELOPMENT SERVICES A91 Scale 1" = P-9-1 62 Phone: I KANEW WEB SITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP-03 Site Plan Paper REV'D 8.13.14 AKM.doc Page 1 of 1 �=�Iz Cavy U T UN