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HomeMy WebLinkAboutB15-1869 040-200-006CONTRACTOR ENGINEER liNEW STORAGE BUILDING for MODERN BUILDING COMPANY, INC. MANNING ENGINEERING W E ST G AT E HARDWOODS 3083 SOUTHGATE LANE 2540 ZANELLA WAY, SUITE 10 PHONE: C( 959-4 PHONE: C(9) 8 9296 MIDWAY I PHONE: (530) 891-4533 PHONE: (530] 893-5937 FAX ACT. 891-6 4 FAX ACT. 891-5925 DURHAM, A CONTACT: JEFF Hbul CONTACT: TOM MANNING 95938 EMAIL: jeff0rnoderntxakfingnccom EMAIL torr�rrlantingengineerngnet APN: 040-200-006-000 13 AB. ANCHOR BOLTS G/L GLU-LAMINATED psi POUNDS PER SQUARE FOOT GENERAL CONDITIONS ABT. ABOUT G/N GANG -NAIL PSL PARALLEL STRAND LUMBER �eeaaid=� • ,"` t ALL PHASES OF THE WORK AGGR. AGGREGATE GYP. GYPSUM P/T POST TENSIONING , SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013' ANC. ANCHOR HD. HOLD DOWN P.T.D.F. PRESSURE TREATED DOUGLAS FIR BUILDING CODE, AS WELL AS ALL OTHER APPLICABLE LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL �zh �A i �t -was h APPROX. APPROXIMATE HDR HEADER PFA. PRE -FABRICATED } 44 - - AOR ARCHITECT OF RECORD HS.B. HIGH STRENGTH BOLTS RAD, r. RADIUS BUILDING DEPARTMENT AND FIELD INSPECTOR ARCH. ARCHITECT HSS HOLLOW STRUCTURAL SECTION REF. REFERENCE, REFER TO 2. ICC -ES REPORTS, ASTM SPECIFICATIONS, IBC AND CBC STANDARDS REFERENCED IN THESE'-{'"" ) {i ASPH. ASPHALT HT. HEIGHT REINF. REINFORCING w w DRAWINGS SHALL BE OF THE LATEST REVISION. Ma"-�- ASSY. ASSEMBLY HORIZ HORIZONTAL REBAR REINFORCING STEEL BAR S I a BD. BOARD IBC INTERNATIONAL BUILDING CODE RF ROOF 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT I mm. BLDG. BUILDING I.D. INSIDE DIAMETER RS ROUGH SAWN THE JOB SITE PRIOR TO STARTING CONSTRUCTION. NOTED DIMENSIONS TAKE PRECEDENCE BLK BLOCK IF. INSIDE FACE REO'D. REQUIRED OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO NOT SCALE DRAWINGS. BLK'G BLOCKING IN. INCH REV. REVISED, REVISION ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEERS g I' BM. BEAM INT.INTERIOR R.H.WS. ROUND HEAD WOOD SCREWS 1 U '1 " B.N. BOUNDARY NAIL J.H. JOIST HANGER RM. ROOM ATTENTION BEFORE WORK PROCEEDS. .t PROJECT SITE BOT. BOTTOM JST. JOIST SAD SEE ARCHITECTURAL DRAWING 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS BRIG. BEARING JT. JOINT S.B. SOLID BLOCKING OTHERWISE INDICATED. THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE i BTWN. BETWEEN K KIP KILO -POUND SCHED. SCHEDULECONTRACTOR LO OUND � SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE CANTIL. CANTILEVER LD P. LICENCED DESIGNPRO ESSIONAL S DS SI MF50N 5TRO NG DRIVE SCREN. STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS P� DURING CBC CALIFORNIA BUILDING CODE LL FLOOR (OR ROOD LIVE LOAD SECT. SECTION CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, 1 ` C.L.LCONSTRUCTION LOAD L.L.H. LONG LEG HORIZONTAL SHT. SHEET THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT; CLG. CEILING LL.V. LONG LEG VERTICAL SHT'G SHEATHING 1 SHORING OF TILT -UP WALLS; AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. to CLR. CLEAR LT. LIGHT SIM. SIMILAR i C.M.U. CONCRETE MASONRY UNIT LT.WT. LIGHT WEIGHT S.L. ROOF (OR DECK) SNOW LOADca THE ENGINEER IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ANY CHANGES i COL S.. C GES MADE COLUMN L.L. LIVE LOAD OG SLAB ON GRADE TO THE PLANS OR CALCULATIONS WILL REQUIRE A REVIEW AND APPROVAL BY THE ENGINEER CJ. CONTROL JOINT LOGS. LOCATIONS SPEC. SPECIFICATION IF ANY CHANGES ARE MADE WITHOUT THE ENGINEERS APPROVAL, THE ENGINEER WILL ASSUME i I CONC. CONCRETE LSL LAMINATED STRAND LUMBER SQ. SQUARE NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CONN. CONNECTION LVL LAMINATED VENEER LUMBER STD. STANDARD CONST. CONSTRUCTION MACH. MACHINE STL STEEL 6. DEPENDING ON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL, AND PLUMBING (M.E.P) i. N CONT. CONTINUOUS MATL MATERIAL STIFF. STIFFENER DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX CSK. COUNTERSINK MAX MAXIMUM STRUCT. STRUCTURAL VERIFIES WHICH SHEETS SHOULD BE INCLUDED IN THE DRAWING SET. IF NO M.E.P. DRAWINGS i u DBL DOUBLE M.B. MACHINE BOLT S.T.S. SELF -TAPPING SCREW ARE INCLUDED, IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO D.F. DOUGLAS FIR, LARCH MECH. MECHANICAL SW SHEAR WALL INSURE THAT ALL WORK IS PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES. IF M.E.P. DIA DIAMETER MEZZ. MEZZANINE SYM. SYMMETRICAL DRAWINGS ARE INCLUDED, SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND VICINITY MAP DIAD DIAGONAL MFG'R MANUFACTURER T & B TOP & BOTTOM STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DIM. DIMENSION M.iW. MALLEABLE IRON WASHER T & G TONGUE & GROOVE OWNER OR ENGINEER FOR CLARIFICATION. D.L. DEAD LOAD MIN. MINIMUM T.FJ.H. TOP FLANGE JOIST HANGER SCOPE OF WORK DEMO DEMOLISH, DEMOLITION mph MILES PER HOUR THK THICK 7. DEPENDING ON THE SCALE OF THE PROJECT, REFER TO THE ENERGY COMPLIANCE SHEETS QUALITY ASSURANCE do REPEAT MISC. MISCELLANEOUS T.N. TOE NAIL FOR THE REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS. THIS PROJECT SHALL CONSIST OF THE CONSTRUCTION OF AN OPEN METAL STORAGE 1. QUALITY ASSURANCE WILL BE ACCOMPLISHED THROUGH THE USE OF DP. DEEP MTL. METAL T.O.FTG TOP OF FOOTING BUILDING ON A CONCRETE FOUNDATION FOR STORAGE OF LUMBER. THE PRIMARY FRAME AND SPECIAL INSPECTION, MATERIALS TESTING THE ENGINEERS REVIEW OF DRWG DRAWING (M NEW T.O.R TOP OF PLATE 8. REVIEW OF STEEL SHOP DRAWINGS AND CALCULATIONS BY THE ENGINEER DOES NOT RELIEVE SHELL FRAMING SYSTEMS ARE DESIGNED BY VP BUILDINGS. THE FOUNDATION SYSTEMSARE SUBMITTALS, AND STRUCTURAL OBSERVATION. IN ADDITION, THE DTL DETAIL NO. NUMBER T.O.PLY. TOP OF PLYWOOD THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND DESIGNED BY MANNING ENGINEERING THE SCOPE OF WORK SHALL INCLUDE; ALL TRADES CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY (E) EXISTING NOM. NOMINAL T.O.S. TOP OF SLAB SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE NECESSARY TO COMPLETE THE STRUCTURE. TO THE BUILDING OFFICIAL AND OWNER PRIOR TO THE COMMENCEMENT EA EACH NSA NELSON STUD ANCHOR T.O.W. TOP OF WALL DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN E.F. EACH FACE N.T.S. NOT TO SCALE T.O.STL TOP OF STEEL IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND GOVERNING CODES: OF WORK IN ACCORDANCE WITH SECTION 1706 OF THE 2013 CBC. ELEV. ELEVATION O.C. ON CENTER TS TUBE STEEL, SEE HSS' CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND 2013 CALIFORNIA BUILDING CODE SPECIAL INSPECTION E.N. EDGE NAIL O.D. OUTSIDE DIAMETER TYR TYPICAL TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; E.O.R. ENGINEER OF RECORD O.F. OUTSIDE FACE U.N.O. UNLESS NOTED OTHERWISE AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. BUTTE COUNTY GENERAL PLAN (LATEST EDITION) 1. SPECIAL INSPECTION AND ASSOCIATED MATERIALS TESTING SHALL BE E.W. EACH WAY O.H. OPPOSITE HAND U.O.N. UNLESS OTHERWISE NOTED JURISDICTION DATA: PERFORMED BY A QUALIFIED PERSON OR AGENCY DESIGNATED BY THE EXT. EXTERIOR OPNG OPENING VERT. VERTICAL 9. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OWNER, WHO SHALL DEMONSTRATE COMPETENCE TO THE FDN. FOUNDATION OPP. OPPOSITE WD. WOOD OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE JURISDICTION - COUNTY OF BUTTE SATISFACTION OF THE BUILDING OFFICIAL AND ENGINEER OF RECORD F.F. FINISH FLOOR ORIG. ORIGINAL W.P. WORK POINT SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. ASSESSORS PARCEL NUMBER 040-200-006-000 FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR F.G FINISH GRADE OSB ORIENTED STRAND LUMBER W/ WITH ZONING - GI. - GENERAL INDUSTRIAL OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO START OF WORK- FLR. FLOOR O.W.G OPEN WEB GIRDER W/o WITHOUT C.D.F. - SAA - UQ F.N. FIELD NAIL O.W.J. OPEN WEB JOIST W/S WIND/SEISMIC FLOOD ZONE - "X" 2. STRUCTURAL WELDING: ALL SHOP AND FIELD WELDING SHALL REQUIRE F.O.C. FACE OF CONCRETE o/ OVER W, WF WIDE FLANGE STEEL SECTION GENERAL NOTES CONTINUOUS OR PERIODIC INSPECTION PER TABLE 77043 OF THE 2013 F.O.M. FACE OF MASONRY PEN. PENETRATION W.W.F. WELDED WIRE FABRIC OCCUPANCY GROUPS: CBC UNLESS FABRICATOR IS AN APPROVED SHOP LISTED BY ICBOACC, F.O.S. FACE OF STUD PERP PERPENDICULAR & AND AISC, COLA OR OTHER NATIONALLY -RECOGNIZED AGENCY. APPROVED F GROUP S -t, MODERATE HAZARD STORAGE (SECTION 3112) FABRICATOR CERTIFICATES MUST BE PROVIDED WITH A COMPLETED GROUP F-1, LOW -HAZARD FACTORY INDUSTRIAL (SECTION 306.3) FTT.. FRAMING PLUS. PLACES FOOT PLY. PLYWOOD x x AT BY GROUP B, BUSINESS (SECTION 304) SPECIAL INSPECTION FORM PRIOR TO START OF WORK FTG FOOTING P.M.D. PLY -METAL DRILLERS � CENTERLINE FUR. FURRING plf POUNDS PER LINEAL FOOT A DIAMETER AREAS & DESCRIPTIONS : 3 HIGH-STRENGTH BOLTING: THE INSTALLATION OF ALL HIGH-STRENGTH ga. GAGE PRL PARALLEL = EQUALS BOLTS SHALL REQUIRE CONTINUOUS OR PERIODIC INSPECTION PER GALV. GALVANIZED psi. POUNDS PER SQUARE FOOT # POUNDS, NUMBER EXISTING BUILDINGS: TABLE 17043 OF THE 2013 CBC. R PLATE (E) BUILDING #1 3,050 SO. FT. STORAGE GROUP S-1 4. POST -INSTALLED CONCRETE ANCHORS THE INSTALLATION OF ALL (E) BUILDING #2 (E) BUILDING #2 16299 SQ. T. PRODUCTION AREA GROUP F.1 POST -INSTALLED EXPANSION AND EPDXY ANCHORS INTO CONCRETE 24.3 SQ. . F OFFICE AREA GROUP F (ACC. OCC) * SHALL REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THEIR ABBREVIATIONS NEW BUILDING (E7 BUILDING #3 24340 SQ. FT. PRODUCTION AREA GROUP F.1 ASSOCIATED ICC -ES REPORT AND SECTION 1704.15 OF THE 2013 CBC. PLAN 'nN SYMBOLS Y n BO LCJ (N) BUILDING #4 7500 SQ. FT. OPEN STORAGE GROUP S--1 J I'VI CBC CONSTRUCTION TYPE: QUALITY ASSURANCE � MODULE LOCATION �/� Q R I TYPE V -B (SECTION 6025) SHEET LOCATION '"" `���'' A I "SYMBOLS ALLOWABLE AREAS: \- L BUTT MODULE LOCATION GROUP S-1, TYPE v -B PERMIT MIT W[LL BE RQUIRED FROM COUNTIA.V � VV CUT DESIGNATION CONCRETE CONTINUOS PLATE t STORY w/ 9,000 S.F. (TABLE 503) > t STORY PROVIDED w/ 4,550 S.F. O.K —� BUTTE COUNTY BUILDING DEPT. 2015 SHEET LOCATION GROUP F-1, TYPE V -B 'AUG 0� EXEMPT FROM AREA LIMITATIONS (SECTION 5031.1) O_K. FOR FUTURE ELECTRICAL ' DEVELOPMENT COLUMN GRID GYP. BOARD EXPOSED WOOD GROUP B, TYPE V -B (SECTION 5082) INSTALLLATIONS SERVICES * 11,728 SQ. FT. / (16299 + 1,728 + 241340) SQ. FT. I x 700 = 4.1% < 10% O.K. W MATCH LINE AREA OF BUILDING MASONRY SOIL SHOWN ON SHEET OFFICE ROOM NAME BATT INSULATION o0o oo0 1 GRAVEL n ROOM NUMBER PERMIT# ASPHALT PAVING DESIGN CRITERIA BUTTE COUNTY DEVELOPMENT SERVICES RIGID INSULATION REVIEWED FOR DOOR TAG CODE COMPLIANCE 1 WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING E;��I uy GLAZING OR ARCHITECTURAL DATE --_.__'--o/ ORIENTED STRAND BOARD 2013 CBC CRITERIA TOC TOS / SPECIALTY AS NOTED TOP SPOT ELEVATIONS BASIC WIND SPEED = 110 mph STEEL OR METAL EXPOSURE CATEGORY C ACCEPTED BY BUTTE COUNTY APA RATED SHEATHING BBD,DINGDIVISION ASAPART or APPROVED PLAN. REVIEW AND ELEVATION 2. THIS BUILDING IS EXEMPT FROM SEISMIC DESIGN PER 2013 CBC: SECTION 1613.1.3 APPROVAL IS GRANTED BY ANOTRERM LOCATION AND ASCE 7-10: SECTION 11123 BENCHMARK ELEVATION AGENCY OR DEgAR�TN'F� FORTRIS BLOCKING//�� �// LANDSCAPING- AS NOTED ITEM 3 THE FOUNDATION DESIGN OF THIS BUILDING IS BASED CLASS 5 MATERIAL PER THE 631 . TOPOGRAPHIC PRESUMPTIVE LOAD-BEARING VALUES IN TABLE 1806.2 OF THE 2013 CBC. Comply with Butte County Fire CONTOUR ELEVATION VERTICAL FOUNDATION PRESSURE = U`00 psi Department & Cal -Fire Requirements PROPERTY LINELATERAL BEARING PRESSURE = 100 psf/ft prior to Building Division Final. Contact LATERAL SLIDING RESISTANCE = 130 psf Butte County Fire for requirements & inspections. 530.538.7888 SHT. CONTENTS S-1 COVER SHEET AND PROJECT DATA S-2 SITE PLAN S-3 FOUNDATION PLAN & NOTES S-4 FOUNDATION DETAILS S-5 EXTERIOR ELEVATIONS EC -1 EROSION CONTROL PLAN & DETAILS ATTACHMENTS STRUCTURAL CALCULATIONS - MANNING ENGINEERING METAL BUILDING DRAWINGS - VP BUILDINGS METAL BUILDING DESIGN PACKAGE - VP BUILDINGS w PLAN SYMBOLS AND GRAPHICS LEGEND DESIGN CRITERIA CODE SUMMARY DRAWING INDEX ALL IDEAS DESIGNS ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERLY OF MANNING ENGINEERING THEY WERE CREATED EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPE PR CIFIC OJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT© 2015 MANNING ENGINEERING -...,;-------tea,- _ — _-___ _ _. _. _ -- . rzzzzrb�xw! as N V z � _ 43Nc � In ob L N LL O�` 00 N Q°'MC o= w Z g U�_ E _ �p 7 cC C = Z NgiU00 M LU V_ S LA N M InZ Vn Z r T Z r� L aGtNEER * b ?:1NO m �' 16 N U Od timid y ijOH1 � U O 31stD3a SSp,�4i Building Company General Contractors Revisions Date BLDG DEPT. REVISION 08.03-15 U) jo 0 CO CD (� 0 O CDi O O m = U N I W W c0 d. a � j 06 I— U) N � _3C45�111cfldn > �a- Date: 07-28-15 Drawn By: TWM Checked By: JH Job No.: 15-6146 OVERALL SITE PLAN FOR REFERENCE ONLY - NOT A RECORD SURVEY Q (E) PRODUCTION BLDG (GROUP F-1, TYPE V -B) -to- (N) STORAGE BLDG (GROUP S-1, TYPE V -B) FOR 10'<= x < 00, 0 HOUR REOD (SECTION 705.3, TABLE 602) O.K. PERMIT a `(M STORAGE BLDG (GROUP S-1, TYPE V -B) -to- PROPERTY LINE Flood Zone; BUTfECOUNTYDEVELOPMEI`ITSERVICES Q REVIEWED FOR D 6 pd �� CODEC MPLIANCE FOR 10' <= x < 30 0 HOUR REO'D (TABLE 602) O_K F.I.R.AA - J DATE ti 6Y 3 MINIMUM SIRE -T SIDE SETBACK DISTANCE: FOR GI ZONE ADJACENT TO MHDR ZONE (TABLE 24-27-2) 50 IFT. MIN. PROJECT NOTE: ALL PROPERTY LINES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO DETERMINING THE LOCATION OF THE NEW BUILDING. NORTH SCALE: 1" = 40'-0" ALUUCfiO, uCOlorvo, rlrtrtrrvoCmov I arNU ruirva INUIdA ICU UM rtorrtcxry I CU or 1111.7 UMAYVINo AMC INC OVI-M rrtvrCrt-- — --- ••+- — •-- Mw..... . own UCHJ,UCJIUNO, HrtrtHrvVCNICry 10 UK VI_ANO JMALL CC UJCU CT UK UIJULUStU I ANY re K6UN, FIKM UK wHPURA I ION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. 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I �. SZ. Z. K --Im m rmmcy�o Y+0, 0 G10 �0 m p OS 0 m xr-� m Q p, 4 z +9 O n m U) 2 m r i CJ S� GO r�r 2 0 -K D m w D m p D _D r 0 m p Z 2 0cn r a 20 t p0m c0 a m DD CO D 0rm O t mmv --I "~' I _ r r z c 0 m D D O p 0 r p SS m 0 0 m m n T_p° T_0" m = m p r0 = w z 0 D ;°> o O O� -n 0-T 75'-0" i 15'-0" c 03O :� Z w0 rm T* ���� 0 0M 0l ') - m ca ml N m Z X V1 mp m p S p 0 I I��S n gym( J m� m--nz y m� 0 < D C ZZ ��? pw r ®m O GCi'O N c) N z m me m C7�0 oma{ _ _ oz m O m < .1 Z Z Z m D O G) N O n p a m v ro O O m T m 2 Z Z O 5; m Z m C Q 2 m Z 4 cr o v CLW STORAGE BUILDING for y MANNING ENGINEERING :1L STORAGE BUILDING WESTGATE HARDWOODS 0W ° a m co Q�oF N N �P y� 1 FOUNDATION PLAN & NOTES 9296 MIDWAY DURHAM, CA 95938 °'° o _ y �� 0� 5 No. 60720 m 3 N 60 20 a EXP. 12-31-16 "r,, C7v7� 2540 ZANELLA WAY, SUITE 10 CHICO, CA 95928-7194 � oV FCFCA00 530-893-5937, (F) 530-891-5925 -' 90 APN: 040-200-006-000 www.manningengineering.net rn 2 � cn CD 0 COLUMN BASE // . POURED w/ FT'G `` </✓/ / HAIRPIN REINFORCEMENT / SEE PLAN & 7/-. / / b COLUMN BLOCK-OUT PARTIAL PLAN AT BUILDING COLUMN PERIMETER FOUNDATION SCALE: 3/4" = 1'-0" 12 SECTION AT BUILDING PERIMETER ¢ OF COLUMN & FOOTING EA WAY STEEL COLUMN w/ BASE R & ANCHOR BOLTS PER MTL BLDG MFGR.— CONC. SLAB ON GRADE SEE PLAN HAIRPIN REINFORCEMENT SEE PLAN & 7/-. TOS SCALE: 3/4" = 1'-0" 9 GRIDLINE SEE PLAN SEE PLAN I I MTL BLDG SIDING WHERE OCCURS. FINISH GRADE CONT. FT'G BEYOND 3" CLR, TYP. SEE PLAN & 9/-. SEE PLAN FOR SIZE & REINF. PERIMETER FOUNDATION 8 SECTION AT BUILDING COLUMN SCALE: 3/4" = 1'-0" HAIRPIN, SEE PLAN SECURE IN PLACE W/ TIE WIRE PRIOR TO PLACING CONCRETE. - 45" F,0 al I I I I 0 0 4 BASE R & ANCHOR BOLTS S-4 PER MTL BLDG MFGR. LU LU 0 z LIJ0 w Co w 1 1/2" MIN. PROJECTION 3" CLEAR, TYP. 2 V2" MIN. PROJECTION DBL NUT TOP OF SLAB —ASTM F1554 GRADE 36 HEAVY HEX ANCHOR BOLT —ASTM F1554 GRADE 36 THREADED ROD NOTE: SEE LAYOUT PLAN BY MTL. BLDG MFG'R FOR DIA & SPACING P WASHER 3/8" x 3" SQUARE IE WASHER 3/8" x 3" SQUARE ANCHOR BOLT OPTIONS SECTION 99ISIr Z'�►�Il9&1N-rexela BOTTOM OF FOOTING N.T.S. 1 6 245 JAMB BARS TYP. U.O.N. SINGLE CURTAIN PLAN SECTIONS 11/2 MIN. TOP OF SL HAIRPIN, SE SECURE IN w/ TIE WIRE PLACING G ANCHOR BI SEE LAYOU BY MTL BL FOR DIA & PERMIT# 1:5ts7-1 8 G NAX 4d (2 1/2" MIN) *� d + \I I 1 + I �I 1 a D o TYP. MIN. INSIDE BAR SIZE BEND 0 "D" #3 - #8 4d 49 - #11 8d 414 & #18 10d STANDARD BAR HOOKS AND BENDS d- (--GONG. fC IN psi E—BAR GRADE TOP BARS, TYP. (IN) (—OTHER BARS, TYP. (IN) NOTES: 1. INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. )° `0 MIN. INSIDE BAR -M BEND 0 "D' #3 - #5 4d Ilk Ilk SEE LAP SCHEDULE #S - #8 6d 6 T pY ICAL STIRRUPS &TIES 1 ��16ga MIN. TIE WIRE STANDARD REBAR HOOKS, BENDS & SPLICES 3 DETAILS & SCHEDULE N.T.S. STEP IN SLAB DETAIL #3 DOWEL 0 24'b.0 111; 1 1 ;11011=11111111- SLAB & CURB DETAIL 0 3-000.0 - CONSTRUCTION JOINT DETAIL 114" WIDE TOOLED OR SAWCUT JOINT 0 16-9b.c. MAX EA DIRECTION. �— CJ, SEE PLAN I I CONTROL JOINT DETAIL HAIRPIN REINFORCEMENT 7 HAIRPIN REINFORCEMENT A CONCRETE SLAB ON GRADE 1 SECTION N.T.S. SECTION N.T.S. ®I�I� ®lin Malin EF IN M,��� MIml II®I�I (--GONG. fC IN psi E—BAR GRADE TOP BARS, TYP. (IN) (—OTHER BARS, TYP. (IN) NOTES: 1. INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS. )° `0 MIN. INSIDE BAR -M BEND 0 "D' #3 - #5 4d Ilk Ilk SEE LAP SCHEDULE #S - #8 6d 6 T pY ICAL STIRRUPS &TIES 1 ��16ga MIN. TIE WIRE STANDARD REBAR HOOKS, BENDS & SPLICES 3 DETAILS & SCHEDULE N.T.S. STEP IN SLAB DETAIL #3 DOWEL 0 24'b.0 111; 1 1 ;11011=11111111- SLAB & CURB DETAIL 0 3-000.0 - CONSTRUCTION JOINT DETAIL 114" WIDE TOOLED OR SAWCUT JOINT 0 16-9b.c. MAX EA DIRECTION. �— CJ, SEE PLAN I I CONTROL JOINT DETAIL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2015 MANNING ENGINEERING II 11 __.-- � -r IIII II1 II III 1 [ - T o Ln 4-J � [V N C7% C Zice~_ I I N � � LM N C W Q LM �C.O UL, <�ow, _ Z .__I O M C -^J LU Lo Z u °' 00 W O �M (� Ln Ln V N Z Z Z r� Le%TMER P/ �W No o ' C; u c S103a 7461 Building Company General Contractors Revisions Date L_ C0 �O 0 OC) O Z >- LO co j o Q O m = U N O (29 Q N = p � O o Z C0Q U J_ Q 0 Z O D O LL Date: 07-28-15 Drawn By: TWM Checked By: JH Job No.: 15-6146 S=4 HAIRPIN REINFORCEMENT 7 HAIRPIN REINFORCEMENT A CONCRETE SLAB ON GRADE 1 SECTION N.T.S. SECTION N.T.S. TYPICAL SECTIONS N.T.S. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT © 2015 MANNING ENGINEERING II 11 __.-- � -r IIII II1 II III 1 [ - T o Ln 4-J � [V N C7% C Zice~_ I I N � � LM N C W Q LM �C.O UL, <�ow, _ Z .__I O M C -^J LU Lo Z u °' 00 W O �M (� Ln Ln V N Z Z Z r� Le%TMER P/ �W No o ' C; u c S103a 7461 Building Company General Contractors Revisions Date L_ C0 �O 0 OC) O Z >- LO co j o Q O m = U N O (29 Q N = p � O o Z C0Q U J_ Q 0 Z O D O LL Date: 07-28-15 Drawn By: TWM Checked By: JH Job No.: 15-6146 S=4 0 0 -n o a STORAGE BUILDING for m-1 0 N MANNING ENGINEERING C� W WESTGATE HARDWOODS �W CD QRo s 1 EXTERIOR ELEVATIONS 9296 MIDWAY � Z ='o _ A 2540 ZANELLA WAY, SUITE 10 DURHAM CA 95938 y 3 0 ° .. EXP. 12-31-18 *s r y CHICO, CA 95928-7194 s 'lFOFcnf�` 530-893-5937, (F) 530-891-5925, o N APN: 040-200-006-000 o C www.manningengineering.netco„ Z r ;, O Z^^ UJm m r o r m m < z 0 - z N M Q Z Q � D cn m CNi+ Z M M r M c D r m 6 O I I+ g I + yA r�r��2 C o C < '— m m O r- Go n Z C m M (n ZZ M c��m� Z C) 0 r W co Z z m vc>� Z= -n �<fiA �mT� ? < EIy�Q MIR I _ 0 I L_ M Jp a mp m m -n _ Z M cn m ca Z 4 G) -- - - — W -- — W M m t co -{ m M r - cu G) 4 n M n i r— I vW -- -- D - - - - D I 0IQ m 7l + D N I I 002 m � r�r DN n mO C -)n 17' m om c r j Om o n mM - II m 6{ n7J -Z+ p m m p 0 m D m o0 0 0 o a STORAGE BUILDING for N MANNING ENGINEERING C� W WESTGATE HARDWOODS �W CD QRo s 1 EXTERIOR ELEVATIONS 9296 MIDWAY ='o _ A 2540 ZANELLA WAY, SUITE 10 DURHAM CA 95938 y 3 0 ° .. EXP. 12-31-18 *s r y CHICO, CA 95928-7194 s 'lFOFcnf�` 530-893-5937, (F) 530-891-5925, o N APN: 040-200-006-000 www.manningengineering.netco„ ;, ALL IDEAS,DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS,DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT ©2015 MANNING ENGINEERING _ - - '7`711711 1 l� 1 i',= W/, SOIL LOSS PREVENTION MEASURES O � N I NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING C 11:1.0 00 � 00 N LL Ln LLJC Q C%bo OR GRADING PERMIT. THE GENERAL CONTRACTOR SHALL BE W Ln C Z U�c E '1 0 cn r_ RESPONSIBLE FOR THE IMPLEMENTATION OF STORMWATER AND EROSION Z V�E 00 WM CONTROL FEATURES. CONTACT: an Ln Z Z MODERN BUILDING COMPANY INC. Z r� L 3083 SOUTHGATE LANE CER * b i A-- O CHICO, CA 95927 lSt�3a (530) 891-4533 Building Company General Contractors Revisions Date BLDG DEPT. REVISION 2. EROSION CONTROL MEASURES SHALL BE IN PLACE FROM SEPTEMBER 01, 2015 TO NOVEMBER 01, 2015 AND WHENEVER RAIN IS FORECASTED FOR W 0 THE PROJECT VICINIT( (� O � o i O 3. CONSTRUCTION SHALL BE SCHEDULED AND EXECUTED IN A MANNER D 2 Q U N W THAT LIMITS BOTH SOIL EROSION AND POTENTIAL STORM WATER C,4 I O z POLLUTION AS REQUIRED BY THE CALIFORNIA GREEN STANDARDS CODE, Q CO SECTION 5.106. p.. J OUTLINE OF C0 0 - - - - - - ---SOUTHERN PACIFIC RAILROAD - - _ - _ _ 4. MEASURES NOTED SHALL BE IMPLEMENTED TO CONFORM WITH THE BEST O PROPOSED 07-28-15 Drawn By: MANAGEMENT PRACTICES' (BMPS) OUTLINED IN THE CALIFORNIA STORM TWM Checked By: JH Job No.: 15-6146 BUILDING I WATER QUALITY ASSOCIATION HANDBOOK, NOVEMBER 2009 EDITION. 5. ANY SOIL TRACKED FROM THE SITE INTO THE PUBLIC STREET SHALL BE CLEANED UP AT THE END OF EACH WORK DAY. 6. INACTNE SOIL STOCKPILES SHALL BE COVERED. ACTNE SOIL STOCKPILES SHALL BE COVERED PRIOR TO ANY FORECAST RAIN EVENT. 7. EROSION CONTROL MEASURES SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION OR UNTIL ALL EXPOSED SOIL IS COVERED WITH / PAVING, VEGETATION OR OTHER FINISH SURFACING AS SHOWN ON THE PLANS 7 -440 - - - - - - - - - - ' , .. _ 8. SEDIMENT CONTROL DEVICES SHALL BE INSPECTED BEFORE EACH STORM TO VERIFY THEY ARE IN PROPER ORDER. SWPPP MEASURES SHALL BE INSPECTED AFTER EACH STORM, REMOVING COLLECTED SEDIMENT AND Q .... ..... , ..: '` .' `'. `' .'; ' • .' . _ _ REPAIRING DEFICIENCIES. m 9. DURING LONG PERIODS OF RAIN AND HIGH INTENSITY RAINFALL, BMP MEASURES MAY BECOME CLOGGED. EXTREME CARE SHOULD BE TAKEN Do o Ons�o CLEAN M MEASURES T REDUCE FUGITIVE DISCHARGE AND e" ° ° ° _ POTENTIAL FLOODING - - ---- --- 10. WASHING OF CONCRETE EQUIPMENT AND TOOLS AT ANY LOCATION MIDWAY-------- OTHER THAN THE DESIGNATED WASH-OUT AREA IS A VIOLATION OF LAW AND SUBJECT TO FINE. CONSTRUCTION " REQUIRED RM WATER LLUTIONEQUIPMENT REN MEASUUREHAL EONS SNLE BS FOLLOWS STORAGE AREA ENTRANCE CONSTRUCT TEMPORARY CONCRETE WASH-OUT AREA CONSTRUCTION, OPERATION AND DISPOSAL SHALL CONFORM WITH CASQA BMP WM-& THE EXISTING PAVED SURFACE WILL PROVIDE ADEQUATE CONSTRUCTION ENTRANCE/EXIT FOR THIS PROJECT. LOCATION OF GRADED AREAS WITHIN DRIVE AND STORAGE AREA SHALL TEMPORARY CONCRETE BE COVERED WITH 6" OF CLEAN, DUST -FREE GRAVEL r -- ADDITIONAL SITE PLAN INFORMATION: WASHOUT AREAWES AFTER FINAL GRADING A I PROPERTY OWNER HARDWOODS 12. DUST CONTROL MEASURES SHALL BE ADDRESSED IN THE FORM OF 9296 MIDWAGATEY 9296 MAY WATER APPLICATION TO ALL EXPOSED SOIL SURFACES TO PREtNT THE DURHAM, CA 95936 TRANSPORT OF SOIL FROM EXPOSED SURFACES ON CONSTRUCTION 2. (530) 893-8814 CONTRACTOR. SITES IN THE FORM OF AIRBORNE PARTICULATES. WATERING OF#XPIDSED SOIL SURFACES SHALL OCCUR AT LEAST TWICE DAILY, PREFERA0LY IN � MODERN BUILDING COMPANY INC. THE LATE MORNING AND AFTER WORK IS DONE FOR THE DAY. ALL 3083 SOUTHGATE LANE CA 95927 CLEARING, GRADING EARTH MOVING OR EXCAVATION ACTIVITIES SHALL +...., (530) 897-4533 (530) 8 WIN CEASE WHEN DS EXCEED 15 MPH AVERAGED OVER 1 HOUR. SITE ADDRESS: MIDWAY 13. HAUL TRUCKS SHALL BE COVERED WITH TARPAULINS OR OTHER. DURHAM, CA 95938 DURHAM, EFFECTIVE COVERS AT ALL TIMES. A 3 PARCEL SIZE: 14. IF THE CONSTRUCTION SITE IS TO REMAIN INACTIVE LONGER 1W}iAN,14 4. +ED S ACRES DISTURBED SOIL AREA PROJECT DAYS, THE SITE SHALL BE STABILIZED BY APPLYING 'EARTH GUARD" OR +/3,500 SQ. FT. SEEDED AND WATERED UNTIL GRASS COVER S GROWN. „ 5. EST. CONTRUCTION DURATION: 09-01-15 TO 11-01-15 , NORTH EROSION CONTROL PLAN 5 SOIL LOSS PREVENTION MEASURES 2 9296 MIDWAY, APN: 040-200-006-000 SCALE: V= 50'-0" NOTES 0 INLET G FIBER ROLL I .. �— 3'x 2' PLYWOOD SIGN w/ 6" BLACK LETTER o/ WHITE A K U 8MIN " PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES SOP SNA_RIES) CROSS-SECTION REVIEWED FOR CODE O PLIA- 2"MIN,>� /� , / FLOW DATE �L% L�/ice BYy CONCRETE 4" MAX PLACE APPROVED SILT SACK OR APPROVED OFF-SITEAREA WASHOUT /' ��'� EQUNALENT. DISTURBED TO BE PROTECTED b ////j//// /// / Z_ �' X J" WOOD STAKES (WORK) AREA F / MAX 4'-Ub.a SPACING 'A—A' I — I _III— —III=I I I I I I -I I I j / — a SECTION :,—IiL—, 10 rrd VISQUEEN LINER w/ EDGES GRAVEL BAG OTHER NOTE: FILTER SOCK SIZED TO SUIT LAPPED 12"& SEALED. � / /y Ip y ACCEPTED SEDIMENT CONDITIONS (SEE APPROVED LIST) 2x12 FRAME HELD FIRMLY IN PLACE y A / // y y y '� y y y y y CONTROL BM P. -� w/ bQx24" STAKES AT SIDES NOT MORE THAN 6-0"O.C. AROUND PERIMETER yW y INLET DISTURBED (WORK) AREA ES ROLLS y y yy /10 2 1 100NO FLOW I PROVIDE A WASHOUT AREA LARGE ENOUGH TO CONTAIN WASHOUT J FROM TRUCKS. M �9 2. IF POSSIBLE, PUMP WATER BACK INTO =111�IIIII IIIIlIIIIIIIIII�II11111111111111I�Illlllllllllll 111111111111,1' TRUCKS FOR REUSE. ccq \ I �IIIIIIII 3 ALLOW WATER TO EVAPORATE AND y l�Kg/, Oc�CgCCOgC / -Jjj-1� 1=Jf J1-1T=1I I� I1=1�=1 H I1=1 1=1 I1=1I I-1 1=1 1=1 I'" `-III I'' REMOVE SETTLED, HARDENED V FIBER ROLLS S Y`tiGjG y y AT READ LOCATIONS �1 eF SCQ T�Y� -II-III=fj=JJ1=1�=)ll=11=III=�1=Jl-III III ,I -III-J.I=1I-�1=1I=III-�1=�,I=1�=�1=�,1=III-1- l -l.. -I H.. -I 1-I H I I -III -I 1 -III -I 1-I 1-' CONCRETE TO PROPER LOCAL DUMP o y Np � � III i y AROUND CONSTRUCTION SITE. W " =I Ii it l l I l l 1, 1 1 1 1 1 1 1 1 1„III IT_I„I LI11= 4. ALTERNATE WASHOUT TYPES AND y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS OFF-SITE AREA TO BE PROTECTED DESIGN MEETING REGIONAL WATER -v INTO A STEEPER SLOPE QUALITY CONTROL BOARD STANDARDS ARE ACCEPTABLE. PLAN VIEW TYPICAL CONCRETE WASHOUT 1 O TYPICAL STRAW WATTLE INSTALLATION 7 ON-SITE D.I. PROTECTION 4 OFF-SITE PROTECTION (SEE PLAN FOR LOCATION) N.T.S. N.T.S. N.T.S. N.T.S. ALL IDEAS,DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE THE SOLE PROPERTY OF MANNING ENGINEERING. THEY WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONJUNCTION WITH THIS SPECIFIC PROJECT. NONE OF SUCH IDEAS,DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MANNING ENGINEERING. COPYRIGHT ©2015 MANNING ENGINEERING _ - - '7`711711 1 l� 1 i',= W/, O � N Z _ % O r Ln C 11:1.0 00 � 00 N LL Ln LLJC Q C%bo W Ln C Z U�c E '1 0 cn r_ Z V�E 00 WM an Ln Z Z Z r� L CER * b i A-- O lSt�3a Building Company General Contractors Revisions Date BLDG DEPT. REVISION 08-03-15 W 0 (� O � o i O O D 2 Q U N W W C,4 I O z a Q CO p.. J � -1 Q C0 0 Q W � W � 06 O Date: 07-28-15 Drawn By: TWM Checked By: JH Job No.: 15-6146 ECm I T1 T