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Plans of !• ly f -_ I ' .. u _�.. `sr `E�.l�►( : I'VISION °F vs- A G 1 S . S rai 4Z#'P PROJECT#21230 State 01 I� ,� � cr.in9 Steel !.; ai wepEluueE � - -T III COPY F la :311 lr �t�OFFICE C i 1Co :el' �I m1 I I ; y 3 01"k-R@siNstir�g C- CITY OF TIGAR A. . _ _I _'�! ❑ �iN�rcin Stes�. :estress SREV'TE:;W FOR CODE COMPLIANCE • o:1 cd: go"i'N""e- -o .. i 1 rr� Cy°l L� i■ILL. I ' - -- - , giria SERVER _ ' ,. ...N.w: - I�7 1 iY ` �•�i 'i ``r.- Permit #: - 1f 1 •r•. 1 OFFICE I. - I. I1 s 1.JPp+ i ( it 1 dill c,.,ti 1 ='" ,_� p®���,r� Address: )F�i C- 1S , 7ea.v�d MdIt i I. � _ E■'�' _ Inai'� ' Suite.#: I ! n"'x'e F -+ F 'i F + i I I ,,Pa. O I .all i e WI; By: Date: J O — J 2—� _. I ICI F �'=,, r • h. �` '� / '- -„ai j a.aaxce , I ° i F di r ; i N �n ;k ►_..- II )7 .� `�.H _ - ����W�1rw 1 u IF „ B' I I 's*sols oREN:o �" I # 11♦ III' iiii•• • ' ,-� I •.. CxOeEr uT.:..ax r ea,,.. r'I 4;• ..1(■I ■I Y II _ i�1. Eair. 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RM4 NAME 'FLOOR BASE -_ USE Al r3119PASO NUBROA NORTH , _ FAST SOUTH WEST MATERIAL INSIGHT _ u ac 0 100 LORRY CPT-1 RF GYP BD/PT-1 GYP BO/PT-7 'GYP BD-PT-2 GYP BD/PT-1 SAT yd _. 100 101 OPEN OFFICE CPT-1 RF [GYP /FIT-1,, GYP BD/Pit „-*GYP BD-Pr-2 GYP BD/PT-1 SAT T-0' ,_:_- , .- _101_- ueaa+150lRE T'LE (�} Lu W LVi MQP3LA5.0061E MATUTO PLUS STONE C0136 U 102 OFFICE CPT1 _ GYP .4 4(103 QfFiCE CPT1 RF 'GYP /PT-i GYPBOI PT-1 GYP BO/P77 GYP BD/PT-1 SAT 7.0 �7� rrµ�.OFF rILE � __. At FM1 mp sr nEYPrACLE F-. mZLO Cs 0 104 OFFICE CPT-1 RF GYPS -1 FFGYP BD/PTI GYP BD/PT-1 GYP BD/PT•1 SAT P-0".._.-.. 104 MT P., rPD WTLPT 70B OFFICE CPT;1� RF GYP BO/PT•1 Foil--;BDl PT1 GYP BO/PT-t GYP BD/PT-1 OAT IWC 1106 OTJ LRp. 108 CONFERENCE CPl'-t iRF — GYP BDIP°it 'GYP 9D/PT1 GYPBDl PT-t GYP go PT-1 SAT r�-0' �_ -1}10�8 �T EDP maern�wE�cmicu ro REwA+ �UJ in N 107 OFFICE (CPT-1 'RP GYP BD/PT1 0AP8D/P'T1 GYP BD/PTA 6Y►1X7/PT_1 SAT 1C47" -._ 11Y•- RF FLEW,...FLAT RImBER EASE OlteucKleRtrNN.AT ALLCMPET AREA6. 4 nooauot+um^WIAlOE/c,:s 6/008 E l 10S.CIRC._ _ -..-- VCT ETR)_fK,`(ETR) GYP BD/Pri 'GYPw/PT-1� GYP BD/PT-1 BO1 PT•1 9AT 0'-0' I ,_. 1108 SRC KLAxCQ 4•COYE RU88EFI BASE in,SLACK I*OYM:AT ALL NAPS SUPFAGES. Wry, W am 108 'OFFICE CPT1 TRF iYP BD/PT-1 'GYP BOIPT•1 GYP B)/PT-1 _ GYP 80/PT-t SAT III.,_.....I ___.-T — �110 PASO MEAT.MUD vmm FALL Mums 110 OFFICE ICPT1 RF -GYP�1Pft GRPSD/Pr-1 I GYP BD/Pr-1 OVGBO/PT-1 SAT r•0"_ .`110 ^ �umPE.64-10 CK PURE ULTW4 o LUNA MOON.SA*uTEII. ,4 ELPEAT.0LPA* DATE:4/12/21 T ALL g 11t BREAK VDT(ER)_.1RC(B-TR) GYP SDIPT-1 IOW BD/PT-1 !GYP BD/PTA GYP SD/PT-1 SAT 0-0' i7, - �111 PTa asOOONIRF PWES1FtEMIGLOSAC EHOU&E WALLS) - 112 CLOSET 'CPT-., RF GYP SD/PT-1 +GYP S0/Pit... IGYP BD/PT_1 GYP BD/PT-1 sAT 8'4' I 1i2 Pawn _ �_... ---+-- - - -- FIBER REINFORCED PANEL I� 3 REVISION N 113 CIRC. ...v__VCT(ETR) RC(ETR) 'GYP BD/PT•1 GYP BD/PT-1.... Or BDIPTI_ GYP SD/PT-t... SAT �0•-0' __.. _�„ 113 F CRANE f.BT I Fs Lama Be EnvEP-PESKE EseOBeEO HSI* PC*uoUNT FL.oc9 uarxwrNT so PowsK um°AT• _._ PP O OSI F .� 114 WOMEN CT(SIR) CT(ETR) GYP BD/PT-1 GYP SO/PT"1 GYP BD/PT-1 GYP BD/PT-1 GYPBD/PT1 PC CLEANMID SEAL GROUT 114 -___-. LAWNATE * FPS ETngtossNE11x RECEssE0 CA0. 1. 115 MEN [CT(ETR) CT(ETR) GYP BD/PT•t GYP BD/PT-1 GYP SDI PT-1 .GYP SD/PT-1 GYP BD/Pf-1,VM-0'___..CLFJIN AND BEN.GROUT 118 PL.1 FORN� 599r-se Cu.rn ATe WARP ALL PACES 118 SERVER VCT ETR) RC ETR) GYP BD/PT-1 GYP BD/PT-1 GYP BO/RT•t OW BO/PT-1 SAT ;94' I- 118 CAB PtAls 818BRUSNED CHROME iRE EXTI'a'lesol'-'usl"cE"1O1IR® Y. 120 WAREHOUSE CONC(FR)R0(ETR) GYP 801 PT-3 GYP BD/PIG :GYP 901P'T3 i GYP BO/PT3 10.T.8. 'SW -120 COUN10 oSURFACE 50E: rtEaae*AT 3. sotto SURFACEQUART) 89C PEMAI OIMRT)901000 ALPINE POUCHED COUNTER.a.AND SELF.EOGE 4. CEILING LEGEND 5. DOOR SCHEDULE 6P 940.0490�s� a ;X2LmPL7C9uNosurtvRE—" MARK DATA DOOR SIZE THK CORE'VENEER FINISH HAND`FRAMEOATA .... HARDWARE J}Y k,JI)II,III/ B. __ __ FIRE RATING - .. REMARKS (MARK rnT �62e1RPE� g o�CcuPArw01�i'FE�Yti pN Eru+nxruMINX RE B- MA1 D 1A1F FINISH' DEPTH ACTION MANIJPACTUREIi 'FINL4H FUNCTION CARPET TO LVT DETAIL n � T 103 3'-0"x 9'-0" 1314'SC QRTRD AFR.MAR PAC AMBER Right ALPHA ANOD.ALUMIN. 4778" - LEVER LATp18CHIA0E MS SATIN CCHROME AU_M0.4 RELOCATED DOOR AND_SIDELRE 103 mg POLL MOUNTED EGRESS LwNrFia,LwE 108 3'-0"x B'-0' 13/4!SC ORTRD APR MAN PAC AMBER Lee ALPHA .ALUM1N 47/8' - LEVER LATCH SCHLAGE B*SATIN CHROME ALXtGS RELOCATED DOORAFID S/DELRE 105 ,. `7' _ ADA* WREDESSES an u6Nr 0,P.l DRAM Err 708 3'-0'x B'-0" t 3/4 IIi.D ORTRD AFR MALL PAC AMBER Lett ALPHA ANOD.ALUMNI. d 7/3" - .LEVER LATCH(SCHLAGE Me SATIN CHROME ALX1D3 15 SIpELf__ __._.._ . /08 / - * R.M.T. 107 3,0'x 9,0' 13/4' BC ORTRD AFR.MAN.PAC AMBET[ROC-ALPHA ANOO.ALUMS. 4 VT [- LEVER LATCH ISGH AOE 6�SATIN CHROME.ALXIOS RELOCATED DOOR AND SIDELRE 107 ,1"<K�'L1�Yl� - Y um/AM BR+Tr, 112 PR 3'-4'x VG" 1 3/4"I SC CRTRO APR.MAH.:PAC OMEGA(NA ._ - 4 7/8• - PULLS BARN DOOR HARDWARE'.W98 SATIN CHROME;PULLS SEE NOTES BELOW _ 112 �`\Ii:t4 F�.Fc Daa-2000 ISI accupoNcy wrrw ```' aw22re621 MEN C#OR 100WARE: CPI 91 Mingq 5 PE/PEPS P- Cdl4,000CUPMLY 6BlsOR - NOT. AOO4'INWOTI TO OCDNS TO ADFOIIATELYCOVE 00000 OMNI* 1426NSh., Court CARPET TO PORCELAIN TILE OETNL suPPL3 off ugas TRACK LARN COOP HNONMS-30619 WOINOILAAMARE Kr 54W141tiE1'PA 15143 RET.WIOIx. ��� CENTERLICED Cs E0S11.OALVAM00010LOR - Q EOIws1 RAN CENTER TO FE;P600as mom caNrAcr.+O P1u. P)SgNSO9Ogo00,4amm ANx Doan NrwLEe THE P.F.CERTERTATIONPROVIDEDHEREIN E-1-}-- PERTAINS It)THE _f- sPRNnEt NE.a mxEe.smI/190L Rl SHELVING COMPONENTS ONLY. I46 Esrso caa1.P.tw srEEL .- ALL OTHER COMPONENTS ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION. 4. i 1f , 1 B 1 2 GENERAL PROJECT NOTES 1.GENERAL RACK INFORMATION DESIGNED CRIER TERIA GERM 10,FeL 1.158,E7-18MD THE 2012 RAN RACK DESIGN MANUAL 2 SEISMIC CRTIEPIA Sa=0952,51=03B0,FA=1.15A Fv=tA00 IP=T.D(NO PUBUC ACCESS),Sd5=0.r5B,Sat=G454,OCC.CATAB.II, r7N - SITE CLASS D.SBSMO DESIGN CATAQ D X 3 1 1 1 1 E 3.STORAGE D.SIS Y: HORR ANCHOR:00 HILTI SPEROLT TE#P. I it_ J %//.,%////////// //.,%// 3/g, BRACE 0.ANCHORS:HILTI MNIXBOLT CRI1S11,OR NEERS SO2 APPSIRPROVER 0 ❑ F OLUMN AS USED W CALCULATIONS Oil Kx&ENGINEER APPROVER EQUAL 0 Re O x 3-1/N MM.EMBEOT. W 10 ANCHOR PER BASE PLATE. 7-28 THE SPACER EAM 5.PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED ❑CC. 3/15'D1-1/e(GYP. j-11/2.F- PER ICC ESRI1817, N. COLUMN411 I. I 7.SOIL BEARNG PRESSURE 750 P8&OA.CONCRETE THICKNESS 8 COMPRESSIVE STRENGTH,e'x 3500 PSI ----1 1INSTALLATIONS8.ALL RACKINSTALLATIONSAN INSTALLATIONS D RACKS MANUFACTURED N CON FORMITY WITH THISSTANDARD SALE DISPLAY IN (1) 1 _� ® ❑ J CONNECTOR ONE OR MORE CONSPICUOUS LOCATONSAPERM,WENT PLAQUE EACH NOT LESS THM150 SQ IRE INCHES IN AREA AND SHOWNG THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT. 9.ALL BOLTS GR.5 OR BETTER.INSTALL TO SNUG TIGHT FT OR BETTER 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CE TIRED WELDERS USING E702 ❑ ELECTRODE OR BETTER NO FIELD WELDING PERFORMED.SPECIAL INSPECTION S REGUMED ONLY FOR ANY FIELD DWG. WELDING. B 11,THE CLEAR SPACE BELOW SPRINKLERS SHALL BE AMIN.OF 18.BETWEEN 9 E TOP OF THE STORAGE AND THE CUUNG SPRINKLER DEFLECTOR. LLI IS IDPLATE& 10 SHEIK MAY BE USED UNDER THE BASE PRATE TO MAIHTNN THE PLUNBNESB OF THE STORAGE RACK C ANCHOR 13.THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH �/ (LRFD)OR ALLOWABLE BEARING STRENGTH(ASDI OF THE FLOOR. NOTES: 14 THE SHIM SIZE AND LOCATION UNDER THE BASE RATE SHALL BE EQUAL TO OR GREATER THAN THE - USE @ ALL HANNIBAL REQUIRED BASE PLATE SITE AND LOCATION. v COLUMN/BASE LOCATIONS TYP. 15.SHMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE Z S BE DESCRIPTION BASE PLATE:B"x 5" DESCRIPTION COLUMN:HMH IF 1514 DESCRIPTION BRACING:HORIZ.&DIAG. DIG IN AII THE N HE BASE. NOTES: NOTADEPICTION OF THIS PROJECT B BENDING ANCHOR ASSOCIATED WILHSHIMS OR GROUT UNDEFT THE BASE PLATE SHALL BE r. MATERIAL 3/8"THICK PLATE MATERIAL 14 GAGE THK. MATERIAL IS GAGE STEEL USE @ AU_HANNIBAL BRACE CONSIDERED IN RE DESIGN OF THE ANCHOR BOLTS. Z a STEEL YIELD ASTM A36,Fy=36,000 PSI STEEL VIEW ASTM A570,Fy=55,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI LOCATIONS TYP. 17.THE PRODUCT SHOWN ON THE DETAILS HEREIN S ASSUMED TO BE IN GOOD,UNDAMAGED CONDITION.THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION 3 4 5 DEFICIENCIES OR BBiEGULMITIES.IT MITE RESPONSSLRY OF THE OWNER,USER, 4 C 118., — WRETNG,OF MN1PRODUCT PRCM�RDAAWGDEORDEFICIENCE3OR&RE INSTALLER OF THE 'l.IWTTETH TO NOTIFY SED.INCIN S. III 11/16 j. 10.IT IS THE RESPONSIBILITY OF THE OWNER MOOR USER CM THE COMPONENTS SHOWN w� h _ 1 3/4���-15—/ - HERON TO NOTIFY SED,INC OF ANY DAMAGE OR DEFICSlICES IN THE SYSTEM OUTING USE. THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM L, I \ I I FORIGUFT OR HEAVY MACHINERY,IMPACT FROM DROPPED LOADS ON THE SYSTEM,DAMAGEgi --_— TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER OF THE PRODUCT MUST W —LYAiJILVSi� F.F, NOTIFY SED,INC IN WRITING SHOULD ANY DAMAGE OR DERCIENCY OCCUR TO THE -- -� 1 tIr PRODUCT SHOWN HERON TSTHERESPONSSLRY OF THE OWNER AND/OR USER TO / t 5. MAINTAIN IRE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. LV` a IA IT S THE RESPONSIBILITY OF THE OWNEWLSER OF THE SrOTUGE SYSTEM SHORAN HEREIN ].]_] iO .L TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. z �n • . 20.THEOWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM n 3-/4" BY ASSURING PROPER OPERATIONAL,HOUSE RESTING AND MAINTENANCE U SAFETY PIN G" MIN.EMBED. PROCEDURES.BUT NOT LIMITED TO THE FOLLOWING: _ l; PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS MO OF OVERALL RACK SYSI EMS. rc iel b.rELNYARLY INSPECT FOR mum.F rIAMAGF S FOUND,BAMEDWTELY UNLOAD �� THE AFFECTED AREA AND REPLACE OR REPAIR ANYDMIAGED COUSINS,BEAMS, o OR OTHER STRUCTURAL COMPONENTS. 5 REQUIRE ALL PALLETS TO BE MAINTAINED N GOOD.SAFE,OPERATING CONDITION. a.ENSURE THAT THAT ALL GO DS PROPERLY PLACED MO PALLET RLOAD ERLYSUPP ORT MFIANO STABLE. a .`-1(2'-.I' IN PROPERLY STACKED AND STABLE POSITION. \ n REQUIRE THATALL 0000.SSTORED ON EACH RACIER TO BE PROPERLY STAGIER AND _ 0j'--'3/16"--4 NOTES: S PROHIBIT DOUBLE STACNNG OF ANY PALLET POSITIWL&CLUEING THE TOP MOST (1/ S !tom POSITION,UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. ; 55 RIVET CONFIRM OA.L.OF ANCHORS WITH INSTALLER TO B,THE OWNER AAOADR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE Al ENSURE REQUIRED EMBEDMENT IS OBTAINED. TO THE STORAGE RAO(BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORFT AND/OR m DESCRIPTION 4-PIN CONNECTOR DESCRIPTION 5"BEAM(HMH#50140) NOTES: DESCRIPTION HILT KWIKBOLT TZ ANCHOR REAM MACHINERY ARE IN USE. - MATERIAL 7 GAGE NOTES:USE @ ALL HANNIBAL BEAM TO MATERIAL 14 GAGE USE @ ALL HANNIBAL BEAM SIZE 1/2*0 x 3-1/4'MIN.EMBED. NOTES: STEEL YIELD ASTM A570,Fy=55,000 PSI COLUMN CONNECTION LOCATIONS TYP. STEEL YIELD ASTM A570,Fy=55,000 PSI LOCATIONS TIP. ESR# 1917 SEE NOTE#4 ABOVE FOR ANCHOR SPECS. a U ° ID I.I.I N C) TYPE A SELECTIVE RACK zs omlz w o s 144" i 42" 36" © 48" _ \ I C 96" �. © 0.E0 PROFS 8 i \ ,40 �g ON O IN E,..'.%L ■ 6'1" .. S2818PE f 3 J /,--(�,^J, 36" OREGON p iG N■ ,� ri ri 1 • MA6 R �R C EXPIRES: FRONT VIEW SIDE VIEW 09122.021 083020zz 21 0917-12 MinBRuo Au,PE/P.EN MET. 147E N Shevlin Court Sewickley,PA 15143 SED 1 OF 1 DESCRIPTION I STORAGE RACK ELEVATIONS HP