Loading...
HomeMy WebLinkAboutB17-0083 047-190-011EXISTING GRAVEL PROPOSED 80X160 j o METAL BUILDING ! FERTILIZER STORAGE (POTASH) PERMIT: 16-0762 --�— 0) M m --- EXISTING SOUTHERN C1. PACIFIC RAILROAD EXISTING PRIVATE RAILROAD SPUR ACCESSIBLE PATH OF TRAVEL PROJECT DIRECTORY OWNER: NORTH VALLEY AG 4936 BELL ROAD CHICO, CA PROJECT ENGINEER: SUMMIT STRUCTURAL DESIGN 383 RIO UNDO AVE CHICO, CA 95926 (530) 592-4407 GENERAL CONTRACTOR: TROY FERGUSON NORTH VALLEY BUILDING SYSTEMS 30 SEVILLE COURT CHICO, CA 95928 (530) 345-7296 PROPOSED CONSTRUCTION: EQUIPMENT -CONVEYOR SYSTEM NOTE: BUILDING LOCATIONS SHOWN AS APPROXIMATE. ACTUAL DIMENSIONS SHALL BE VERIFIED IN THE FIELD. FERTILIZER WAREHOUSE 80X160 METAL BUILDING EXISTING FERTILIZER WAREHOUSE (TENT STRUCTURE) AREA OF INTEREST F'mpmoo Imililimp- 383 Rio Lind* Ave Suite 200 Chico, CA 95926 P 530 592 4407 SummitChico c*m r NORTH VALLEY BUILDING SYSTEMS o�EXISTING O EXISTING 6 s �� I OFFICE PROPOSED �d� EXISTING U _ (100 GPM) w EXISTING TRASH SHOP e r I, I SCALE ENCLOSURE J EQUIPMENT r w EXISTING EXISTING PERMITTED I w (CONVEYOR �� ,. EQUIPMENT STORAGE O 0 > _ E SEPTIC J - ,, _ z Q FERTILIZER a SYSTEMF 1 �`�. WAREHOUSE 80X100 y - ------ ----------------------------------------------------------------------------------------------------------------------- Mgr 3� c� o BY OTHERS) 1531.17' a M (POTASH) I THIS PERMIT 1 0 . c� EXITtIG I _� TENT STRUCTURE) z rk J DC ( SERZER END OF EXISTING PRIVATE DENOTES VEHICLE ACCESS ROUTE J mv PERMIT: 06-2150 60' �z01 �� RAIL ROAD SPUR LINE TO PROPOSED BUILDING SITE J (PAST yyy00 WAREH�SE �R` EXISTING WATER: (1) 12,000 PNOTELU ���SITE60©S �� 9 000 EXISTING OFFICE BUILDING HAS EXISTING (1) ACCESSIBLE PARKING SPOT L j CO _ ON AND 1ALL EXISTING UNPERMITTED -gr - -4 - ( 'IIB) GALLON TANK WITH PUMP AND ACCESSIBLE PATH OF TRAVEL TO BOTH MENS AND WOMEN'S FERTILIZER WAREHOUSE jZm ®,��fr ACCESSIBLE RESTROOMS. SEE PLAN SHEET C1 OF 12 FOR EXISTING (POTASH) OFFICE ADDITION PROVIDED BY CRANDALL ENGINEERING DATED 4/4/14. — 01 �F f g ", �� ±150' TO NEAREST TO BE BROUGHT INTO I— d' COMPLIANCE UNDER tD % �' ADJACENT BLDG Z CV f SEPARATE AS–BUILT j o (E),. CONCRETE�� co LU PERMIT: 16-0762�,z kj S 1 g r z411L (TENT STRUCTURE) 4 3 C EXISTING PERMITTED FERTILIZER WAREHOUSE 80X100 (POTASH) ; (TENT STRUCTURE) PERMIT: 06-1927 ' 30' 1 80' EXISTING GRAVEL I i E). DET ION P N j� -1-I N SITE PLAN W E NO SCALE s EXISTING COVERED RAIL CAR UNLOADING AREA (OPEN AT BOTH ENDS) 2925 S.F. (TYPE IIB) NOTE: ENGINEER OF RECORD HAS NOT VISITED THE PROPOSED CONSTRUCTION SITE. DIMENSIONS AND LAYOUT OF EXISTING BUILDINGS AND SITE HAS BEEN DEDUCED FROM INFORMATION PROVIDED BY THE CONTRACTOR. CONTRACTOR MUST FIELD VERIFY PLANS AND ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SUMMIT STRUCTURAL DESIGN. DRAWING INDEX Al ...................SITE PLAN/CODE ANALYSIS EQ...................NEW EQUIPMENT BY OTHERS IN (E) 80x420 BLDG SHEETS PROVIDED BY ROBERTS CONSULTING ENGINEERING S1...................GENERAL NOTES S2...................CONVEYOR BRIDGE PLAN AND SUPPORTS S3...................CONVEYOR BRIDGE PLAN AND SUPPORTS S5.1................STEEL DETAILS S5.2................TOWER FOUNDATION PLAN/STEEL DETAILS V LU Z REVISIONS: STRUCTURAL DESIGN 0010, ALL DESIGN LOADS AND CRITERIA FOR NEW EQUIPMENT BY OTHERS (SEE SHEET S1 PROVIDED BY ROBERTS CONSULTING ENGINEERING, DATED 6/27/16) PERMIT # NT( pEVELOPMENT sE���Es DATE: 08/08/16 • gU�'(E aEVlEWEp FOR ALL NEW EQUIPMENT FOUNDATION STRUCTURAL DESIGN PER ROBERTS CONSULTING ENGINEERING PUANCE SCALE: NTS CODE COM i317-00ti 047-190-011 A, Y SPECIAL INSPECTION REQUIRED BY OTHERS (SEE ENGINEERING PROVIDED BY ROBERTS CONSULTING ENGINEERING) lan 17.21)17 pATE DRAWN BY: ACJ )✓Q1'iP lac` 1 JOB NUMBER: 16-101 SHEET: , Al 1 _ __.... _.. _ - --.. _.. _. __. 4: ,� ,: ; F .. 1 _ __.... _.. _ - --.. _.. _. __. ------- ------ - -- Pl.�'-^flM-.....— rw-w.• ,.-..... .......... ..-.. .. . .4..- .»., .,. �. :?+ty ..,'9^'n: Vl.^:.v.. ...-ov r�arv+.... < . .� .. ...e .4 w. e,.. nw.. .... ».......,.. ..,...- >.... .. ,. . .e +-- .. .. .. LEGENE> -GLOBE 4906 RECESSED - 155 HEAD 11,00.6,E GLOBE 4910 PENDANT 175 HEAD &ARA6LC distance between heads in same room min. = 9 ft. max. = 16 ft. e SIGN LOCATED AT SYSTEM DRAIN MA SUPP'C1F2T� /_ 5� ALL PIPE TO BE STRAPPED 6' ON CENTER, "fD'� 12" FROM FITTINGS, AND WITHIN 12" OF A SPRINKLER HEAD BY THE FOLLOWING: TABLE 7.5.5.3 Minimum Distances for Ordinary and Intermediate Temperature Residential Sprinklers NOTES : DESIGN PER N.F.P.A. 13D C.P.V.C. PIPE TYPICAL THROUGHOUT. PIPE IS SUPPORTED ON ROOF TRUSSES'ON 24'' CENTERS. PIPE IS STRAPPED FOR LATERAL MOVEMENT PER SEC.7-4.2 ON 6' CENTERS AND WITHIN 12'' THROUGHOUT UNLESS OF HEADS. PIPING IS I'' DESIGNATED OTHERWISE. D iJ�.eDUL7!•Ib UT I I 120150 ROLL -Ur crokm. DOOR 40O -r G'BELL �L D6. GUA�E ! 2D V. / ops,egr�s Sccl 5nA13KE ALAieM.S / 4'1A'WWzf7l 440E lf::7------ --- vJ A-1 =2 . SEGOND LEVEL r=i_ODR PLAN i i i 1/4' . 1'-0' ■ STEEL COLUMN SY �A_ MTL. auw "Op, 5TEEL Br - MT1.. BLOTS. T1 -%I/- V I ?"O'00E HIS. n) NAM"A1L M"TW • I $4'-56' AaV. 15TAIR TR1:A0 "INS w/ 51 -ore CRI PPI N6 SA"AGt PM 2019 CAC 1011.1.1.5 ArT^01 w/ 'Mh�1l' IV9 OK 50, MANDRAIL IILL�-{JP 1 15KA4"T TO MIK. 2x4 1STUO W "VMI''WN' #' x SAM 67Aj RAC?E ( 21- SM W R 'e • 4'-0' OZ. MAX � I •1b' GL&. C.Ow. 16 MAE (15) '70/40 5088 tr#N. Isle' MA x. A.16E t3 THICK 'SSG. n/ '.SeLp 9L. GLd. w/ 10' TRCA 5 LATC___ -- -- -- — - 20.010 WMI 5CLVe5 D' .OWER LEVEL FLOOR PLAN 114' • I'- A 9 26" .� G � e 9'x5' MIK '7V MAX. OR. THRE • ALL EXT IN-•�WiNdIt�B J�►7UtAL iOAS TrR NORTH . r. n LI Ta`. % `, �► • i PROTECT SYSTim s >� Ra.� S�i2G Norm .. . ADDRESS 7_- g I7-'OALiIA .GA'1. �O COMP,q�r occuei— ca — t TT e.�11L !� TtF PIPING PLAN and DETAILS a �„� DRA1tNN * DAT FOX COMPANY Q) 3995 Olive Highway N Oroville, California 95966. ' �FC7ION 533-2730 Lic- No. 305365 ° f Minimum Distance from Edge of Source to Ordinary Temperature Sprinkler Heat Source in. mm Side of open or recessed fireplace 6 914 366 1524 Front of recessed fireplace 42 1067 Coal- or wood -burning stove 18 457 Kitchen range 18 457 Wall oven i8 457 Hot air flues 18 457 Uninsulated heat ducts 12 305 Uninsulated hot water pipes Side of ceiling- or wall -mounted hot air 24 610 diffusers 36 914 Front of wall -mounted hot air diffusers 6 152 Hot water heater or furnace Light fixture 6 152 0 W-250 W 12 305 250 W-499 W ARROWS OFI,r CATS Q PATH TO ST SDI NOTES : DESIGN PER N.F.P.A. 13D C.P.V.C. PIPE TYPICAL THROUGHOUT. PIPE IS SUPPORTED ON ROOF TRUSSES'ON 24'' CENTERS. PIPE IS STRAPPED FOR LATERAL MOVEMENT PER SEC.7-4.2 ON 6' CENTERS AND WITHIN 12'' THROUGHOUT UNLESS OF HEADS. PIPING IS I'' DESIGNATED OTHERWISE. D iJ�.eDUL7!•Ib UT I I 120150 ROLL -Ur crokm. DOOR 40O -r G'BELL �L D6. GUA�E ! 2D V. / ops,egr�s Sccl 5nA13KE ALAieM.S / 4'1A'WWzf7l 440E lf::7------ --- vJ A-1 =2 . SEGOND LEVEL r=i_ODR PLAN i i i 1/4' . 1'-0' ■ STEEL COLUMN SY �A_ MTL. auw "Op, 5TEEL Br - MT1.. BLOTS. T1 -%I/- V I ?"O'00E HIS. n) NAM"A1L M"TW • I $4'-56' AaV. 15TAIR TR1:A0 "INS w/ 51 -ore CRI PPI N6 SA"AGt PM 2019 CAC 1011.1.1.5 ArT^01 w/ 'Mh�1l' IV9 OK 50, MANDRAIL IILL�-{JP 1 15KA4"T TO MIK. 2x4 1STUO W "VMI''WN' #' x SAM 67Aj RAC?E ( 21- SM W R 'e • 4'-0' OZ. MAX � I •1b' GL&. C.Ow. 16 MAE (15) '70/40 5088 tr#N. Isle' MA x. A.16E t3 THICK 'SSG. n/ '.SeLp 9L. GLd. w/ 10' TRCA 5 LATC___ -- -- -- — - 20.010 WMI 5CLVe5 D' .OWER LEVEL FLOOR PLAN 114' • I'- A 9 26" .� G � e 9'x5' MIK '7V MAX. OR. THRE • ALL EXT IN-•�WiNdIt�B J�►7UtAL iOAS TrR NORTH . r. n LI Ta`. % `, �► • i PROTECT SYSTim s >� Ra.� S�i2G Norm .. . ADDRESS 7_- g I7-'OALiIA .GA'1. �O COMP,q�r occuei— ca — t TT e.�11L !� TtF PIPING PLAN and DETAILS a �„� DRA1tNN * DAT FOX COMPANY Q) 3995 Olive Highway N Oroville, California 95966. ' �FC7ION 533-2730 Lic- No. 305365 ° f