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Home My WebLink AboutB22-1694 RC2 PLANS - APPROVED RevisedMaterial Handling Systems, Inc.62 Arden WaySacramento, CA 95815916.446.4650 phone916.446.4625 faxwww.RackMan.comProject Number Issue/Revision:DateScaleDesigned ByChecked BySheet IDG-01Title Sheet / Fire Letter /CommoditiesSAV-MOR Foods525 Fairview DriveGridley, CA 95948SAV-MOR Foods6.10.2022As IndicatedDSBUILDING & SITE INFORMATIONBUILDING & SITE CODE COMPLIANCEBuildingCode ComplianceNotesSTORAGE RACKING PERMIT ONLY1. 2019 California Building Code2. 2019 California Fire Code3. 2019 NFPA 131. Special inspection is required during anchor installation.2. There will be no field welding for this installation.3. All racking to have 8” minimum clearance from any building member.4. Provide fire extinguishers mounted between 36” and 54” A.F.F. with signage so thatthe maximum travel from any point in tenant space to extinguishers is no more than75 feet.5. Racking to be installed is consistent in type and design.6. Commodity classification will be Class I and Class III, non-encapsulated foodproducts, frozen and non-frozen.7. Rack shelving will be open.SAV-MOR FoodsItem:Description:Project:Building Construction Type:Fully Sprinkled:Building Area:Warehouse Area S-1 Occupancy:Warehouse Occupancy Load:Racking Improvement Area:Building Height:Type VBYes32,448 SQ. FT. ±3,638 SQ. FT. ±4114,300 SQ. FT. ±XX'Racking placement for anexisting company.Project LocationSheet IndexG-01 Title Sheet / Fire Letter / CommoditiesG-02Site Plan / Rack Elevations / Capacity SignsSED 1 of 1Pallet Rack Design/Anchorage DetailG-011FIRE PROTECTION LETTERSCALE: N.T.SG-012PROJECT SITESCALE: N.T.S6/24/2224THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS TO THE STORAGE RACK COMPONENTS ONLY. ALL OTHER COMPONENTS ARE OUTSIDE THE SCOPE OF WORK OF THIS CERTIFICATION. SPECIAL INSPECTION BY YOUNGDAHL CONSULTING GROUPPermit #_________________________BUTTE COUNTY DEVELOPMENT SERVICESREVIEWED FORCODE COMPLIANCE07/19/2022BY_________DATE________MMainB22-1694 RC2 PLANS.pdf 12'-0"8'-0"72"Max Beam Load =4,200 lbsMax Beam Load =3,000 lbsMax Beam Load =3,400 lbsMax Beam Load = 2,000 lbs(Level 1 - 4)Max Beam Load = 4,000 lbs(Level 5 - 6)ELEVATION A(42" DEPTH)72"12'-0"4'-0"72"ELEVATION A1(42" DEPTH)72"12'-0"12'-0"90"ELEVATION B(42" DEPTH)54"12'-0"8'-0"14"ELEVATION C(42" DEPTH)18"18"18"38"38"7'-0"8'-0"10"ELEVATION D(30" DEPTH)Max Beam Load =1,000 lbs16"16"16"16"10"5'-0"8'-0"20"Max Beam Load =1,000 lbsELEVATION E(30" DEPTH)20"20"Max Beam Load =1,800 lbs12'-0"10'-0"60"ELEVATION F(42" DEPTH)84"REAR BRACE BEAM6'-0"8'-0"18"Max Beam Load =1,000 lbsELEVATION G(36" DEPTH)18"18"18"6'-0"4'-0"18"Max Beam Load =1,000 lbsELEVATION G1(36" DEPTH)18"18"18"Legend34Elevation A Capacity Sign LocationElevation A1 Capacity Sign Location5Elevation B Capacity Sign LocationExit SignFire Extinguisher (proposed)Exit Access Travel Distance - themaximum length of access from the mostremote point within the story to theentrance to an exit along the natural andunobstructed path of egress travel.Exit Sign (Luminescent)6Elevation C Capacity Sign Location7Elevation D Capacity Sign Location8Elevation E Capacity Sign Location9Elevation F Capacity Sign Location10Elevation G Capacity Sign Location11Elevation G1 Capacity Sign LocationADB9.9109876543211.1CAAAAAAAAA1'-0"1'-6"AA1AAAAABAAAAAA1'-3"1'-0"13'-1"EFEEF1'-0"1'-9"1'-9"GG1GGGG6"6"1'-0"1'-0"1'-0"CCCCCCCCCCCCCC25'-0"1'-0"26'-0"AAAAAA1'-0"1'-0"AD13'-6"29'-6"ADADADAD1'-0"33333334566789101112'-0"8'-0"72"72"12'-0"4'-0"72"72"12'-0"12'-0"90"54"12'-0"8'-0"14"18"18"18"38"38"7'-0"8'-0"10"ELEVATION D16"16"16"16"10"5'-0"8'-0"20"20"20"12'-0"10'-0"60"84"REAR BRACE BEAM6'-0"8'-0"18"18"18"18"6'-0"4'-0"18"18"18"18"Material Handling Systems, Inc.62 Arden WaySacramento, CA 95815916.446.4650 phone916.446.4625 faxwww.RackMan.comProject Number Issue/Revision:DateScaleDesigned ByChecked BySheet IDG-02Site Plan / Rack Elevations /Capacity SignsSAV-MOR Foods525 Fairview DriveGridley, CA 95948SAV-MOR Foods6.10.2022As IndicatedDSG-022RACK ELEVATIONSSCALE: 1/4" = 1'-0"G-021PROJECT OVERVIEWSCALE: 1/16" = 1'-0"G-023ELEV. A CAPACITY SIGNA: 4,200 lbs./LvlG-024ELEV. A1 CAPACITY SIGNA1: 3,000 lbs./LvlG-025ELEV. B CAPACITY SIGNB: 3,400 lbs./LvlG-026ELEV. C CAPACITY SIGNC: 2,000 lbs./Lvl (1 - 4)C: 4,000 lbs./Lvl (5 - 6)G-027ELEV. D CAPACITY SIGND: 1,000 lbs./LvlG-028ELEV. E CAPACITY SIGNE: 1,000 lbs./LvlG-029ELEV. F CAPACITY SIGNF: 1,800 lbs./LvlG-0210ELEV. G CAPACITY SIGNG: 1,000 lbs./LvlG-0211ELEV. G1 CAPACITY SIGNG1: 1,000 lbs./Lvl6/24/2224THE P.E. CERTIFICATION PROVIDED HEREIN PERTAINS TO THE STORAGE RACK COMPONENTS ONLY. ALL OTHER COMPONENTS ARE OUTSIDE THE SCOPE OF WORK OF THIS CERTIFICATION. Permit #_________________________BUTTE COUNTY DEVELOPMENT SERVICESREVIEWED FORCODE COMPLIANCE07/19/2022BY_________DATE________MMainB22-1694 RC2 PLANS.pdf 4"c.c.1 1/2"1 1/2"1/4"HORIZ.BRACEDIAG.BRACECONNECTORBASEPLATE &ANCHORCOLUMNROWSPACERBEAM2"MIN. EMBED.1/2"BASE PLATE F.F.O.A.L.2"2"3 3/16"1"6"1 11/16"7/16Ø GR.55 RIVET5/16ØSAFETY PIN4 1/8"1"1 5/8"1 3/4"12"3/8"Ø X 7/8" SLOT4 PLCS3/4"1 1/2"3/4"11/16"3/4"3-5/8"SEE ATTACHEDMATERIAL HANDLING SYSTEMS INC DWG.FOR STORAGE RACK ELEVATIONS.1"1"8"5"3/8"5/8"Ø3"3"3/4"2 1/2"1 3/4"1 5/8"1"5"1"1 3/4"1 5/8"1"1 5/8"1 3/4"3"DESCRIPTIONSTEEL YIELDMATERIALNOTES:USE @ ALL HANNIBAL BRACELOCATIONS TYP .ASTM A570, Fy=55,000 PSI16 GAGE STEELBRACING: HORIZ. & DIAG.NOT A DEPICTION OF THIS PROJECTGENERAL RACK INFORMATIONSIZE1/2"Ø x 2" MIN. EMBED.HILTI KWIKBOLT TZ ANCHORNOTES:SEE NOTE #4 ABOVE FOR ANCHORSPECS.DESCRIPTIONESR # 19177 GAGE3-PIN CONNECTORASTM A570, Fy=55,000 PSISTEEL YIELDMATERIALDESCRIPTIONNOTES:USE @ ALL HANNIBAL BEAM TO COLUMNCONNECTION LOCATIONS TYP.GENERAL PROJECT NOTES1. DESIGNED PER REQUIREMENTS OF THE 2019 CBC, ASCE 7-16 & 2012 RMI RACK DESIGN MANUAL2. SEISMIC CRITERIA Ss =0.602, S1 =0.270, Fa = 1.318, Fv = 2.060Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.529, Sd1 =0.371, OCCUPANCY CATAG. IISITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D3.STORAGE CAPACITY:TYPE A= 4200 LBS PER LEVEL TYP.TYPE A1= 3000 LBS PER LEVEL TYP.TYPE B= 3400 LBS PER LEVEL TYP.TYPE C= 2000 LBS PER LEVELS 1-4, 4000 LBS LVLS 5-6.TYPES D, E, G, G1= 1000 LBS PER LEVEL TYP.TYPE F= 1800 LBS PER LEVEL TYP.4. ANCHORS : HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL. 1/2" Ø x 2" MIN. EMBEDT.(2) ANCHOR PER BASE PLATE, 40 FT-LBS TORQUE.5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLEDPER ICC ESR# 1917.6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" x 3500 PSI7. SOIL BEARING PRESSURE 750 PSF.8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY INONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUAREINCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XXELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELDWELDING.11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THECEILING SPRINKLER DEFLECTOR.12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THEPRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THERESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TONOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED,INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCESSUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROMDROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USEROF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THEPRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETYAND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR ORREPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPEROPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA ANDREPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKEDAND STABLE POSITION.e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACKSYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THESTORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERYARE IN USE.1815 WRIGHT AVE. LA VERNE, CA 91750 PHONE 909.596.1351 FAX 909.596.718622-0518-1SED 1 OF 105/19/2022HANNIBALJ.MSTORAGE RACKGRIDLEY, CA 95948540 WASHINGTON STNOTES:CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TOENSURE REQUIRED EMBEDMENT IS OBTAINED.234NOTES:USE @ TYPES A, A1, C LVLS 5-6 BEAMLOCATIONS.16 GAGESTEEL YIELDMATERIALDESCRIPTIONASTM A570, Fy=55,000 PSI4-1/8" BEAM (HMH#41160)6MATERIALSTEEL YIELDDESCRIPTION HD ROW SPACERASTM A570, Fy =55,000 PSI16 GAGENOTES:ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS,(2) @ EACH ENDNOTES:USE (2) STD ROW SPACERS @ ALL DOUBLE ROW UNITS.5DESCRIPTIONSTORAGE RACK ELEVATIONS1COLUMNSTEEL YIELDDESCRIPTIONMATERIALBASE PLATE: 8" x 5"3/8" THICK PLATEASTM A36, Fy=36,000 PSISTEEL YIELDDESCRIPTIONMATERIALASTM A570, Fy=55,000 PSI14 GAGE THK.COLUMN: HMH IF 30141BNOTES:USE @ TYPES C LVLS 1-4, D BEAMLOCATIONS.16 GAGESTEEL YIELDMATERIALDESCRIPTIONASTM A570, Fy=55,000 PSI2-1/2" BEAM (HMH#24160)7NOTES:USE @ ALL HANNIBALCOLUMN/BASE LOCATIONS TYP.NOTES:USE @ TYPE E, F, G, G1 BEAM LOCATIONS.16 GAGESTEEL YIELDMATERIALDESCRIPTIONASTM A570, Fy=55,000 PSI3" BEAM (HMH#30160)8NOTES:USE @ TYPE B BEAM LOCATIONS.16 GAGESTEEL YIELDMATERIALDESCRIPTIONASTM A570, Fy=55,000 PSI5" BEAM (HMH#50160)911116/24/2224Permit #_________________________BUTTE COUNTY DEVELOPMENT SERVICESREVIEWED FORCODE COMPLIANCE07/19/2022BY_________DATE________MMainB22-1694 RC2 PLANS.pdf