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J DA1554 - C; 1 A / r [-VISIONS REV ' — DESCRIPTION DATE APPROVED �• A INITIAL RELEASE 7 2' 00 JC SA ETY il\\[ C .STORAGE APPL ICABLE CODES 1996 Oregon Structural Specialty Code _ VE1996 Oregon Mechanical Specialty Code 2 eT0DR ] 1996 Oregon Electrical Specialty Code 1996 Oregon Uniform Fire Code P -A 1971 Snow Load Analysis for Oregon (SLAFO) HOLLISTER , 9 5 0 ,"'...:d 3 PH (408) 637 -. 5955 _ DESIGN CRITERIA FAX (408). 637 --7405 OCCUPANCY CLASSIFICATION S—I TYPE OF CONSTRUCTION II—N ROOF SNOW LOAD 40 PSF WIND L_Oi-ID 110 MPH , EXP C FLOOR LI,„'E LOAD 500 SEISMIC 'ONE ZONE 4 MANUFACTURER SAFETY STORAGE, . INC. NUMBER Or STORIES I I - I • CUSTOMERQUEST DIAGNOSTICS all PORTLAND, OR 97203 DRAWING INDEX SHEET NO. DESCRIPTION DWG. NO. 1 OF 1 QUEST DIAGNOSTICS (COVER SHEET) DA1554—C 1 1 OF 1 MODEL i 610-4FR, # 13224 (ELEVATIONS) DA1554 — DIAGNOSTICS 1 OF 2 MODEL 'FR' SERIES STRUCTURAL FRAMING PLAN STR554- 1 SITE' : QUEST � 2 OF 2 M'.'dDEL 'FR' SERIES STRUCTURAL DETAILS STR554-2 , PORTLAND OR 97111223 1 OF 1 MD�EL 1610-4FR, 813224 ('.'MNG DIAGRAM) DA1554S1 '� 1 OF 1 DI'rCHEMICP,L SYSTcM rt 1 I SSI 0-4; r1 OF 1 F}JUNDATION ' NCI-iORAGE TYPICAL Ul. Electrical J "'"RUCTURAL CALCULATIONS INDE'X - 1610 - 4FR , � � � InspectedPAGES DEscRIPTISSI MODEL MODEL 1 . �. ti 4 _ ON and Approved 1 -28 STRUC T URAL CALCULATIONS FOR 'FR' SERI`S ;',_�'R C-9-7 i 6TAT!O/ONLOON OREGON APPROVAL REQUIRED EUM11nyOod••Olvl.ton Th's pian;e.;ew o. Amer-•a cOmPWAnte wKh Ill reawabl.ns only li li N01 A it.ilGIMO 11SMLT ano fJo1l nut consctule nw ImpII Approval 4r non can'puanC/Nlth lepulmlune pt local po,'unment CHANGES NEi.E5SANr fOR C MPIIANCE41011 STATE REGULATIONS AHE SET FOHTH IN NOTICE OF PLANS 11E.EN • AUG 1 Q ?000 TNI• NI VII Y. I' I.';1^�Gg NEgUII+l MINIL U/ NOTES THE NA-.,if, I ,N.InI (fin TME AMVIIc:A•.' 1q TIIR N F%.b N-IM...AL• D Ili IIIvJ_ U L.>t[ INTINI'.ffn. 'll t.ATi•t VItlW NA•ANMY NOTfO UN 1 F THf NI)1II.1 .�I, AN9./IUVI. WIfICH ANf I:UNU;fIU`. , •• AVILL tlL NL•'l TNL MN U.,1.l:T \� C.e 0_OURI1 a\�,II"1" 1,1,I I IN 111r TUNA1 ' NLVII,ALU L. -- AI�I E, - 3 1. ALL EXTERIOR WALLS SHALL BE BUILT IN COMPLIANCE WITH UL-U490. BUILDING CODES STPUCRIRAL�NfCHANIGAI,fNFRGV PROGRAM •� — 2. THE INTERIOR FINISH MATERIALS ARE TO HAVE A FLAME SPREAD LESS THAN I OR EQUAL TO TWENTY(20) AND SMOKE DEVELOPMENT OF ZERO(0). IL E�ala►nca oAT� APPROVALS DATE 2301 BERT SAFETY HOLLISTTER, CA DRIVE 3. THIS BUILDING IS NOT DESIGNED FOR HUMAN OCCUPANCY. UNLESS OTHERWISE SPECIF ED: DRAWN BY: STORAGE FAX: 408637—?405 PHONE: 408 637-5955 ( ALL DIMENSIONS JCG 7/27/00 ARE IN INCHES t 1 ” CHECKED BY: 7/oo QUEST DIAGNOSTIC 4. PLUMBING FACILITIES BASED ON LOCAL JURISTICTION. COPYRIGHT 1996 BY SAFETY STORAGE, INC. MATERIALS: MFG SSI MODEL 1610-4FR #13224 (COVER SHEET) © I ALL RIGHTS RESERVED REV THESE DOCUMENTS ARE NOT TO BE REPRODUCED sltE DRAWING NO. `' 4° ' s ; FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT IW, NUMBER: — — D A 1 5 J 4 -- C, A o ,fj,'` ' ,, a � WRITTEN PERMISSION FROM SAFETY STORAGE, INC. NEXT Asst: soar ..tfi F F I �e dyq AN DO NOT SCALE DRAA►ING SCALE FILE: DA1554—C SHEET 1 U� J'S "L'GON 6600 SW HamPEoo Str AUP2002 00056 J of q f11 I I I I I 14 1'��11. I , _...---».—..-.... .____....-.-. ......._.._.--^._. .•.+wrltgir,e,ILP LIEO�ILIfY s<TRIr C I I ; 'I;nl I I I u i I I III u I Ills III I I InI II I uu I n nl IIII I I I nlluuln III Ilnl t O alta.l cal 1�� Is 17 Is l 0 20 21 22 23 24 2 1 1' ?r✓�I`�Ir+rya r, ,,s,- ,?? ,, 1 ,..w*w«.r:.._ QJ 28 �7 � �19 '30 r 10 I I t, Ej N0r111 it,11� a 77791111 rym 1,7 TT 10 1 t a � S -JL•ar y....A[ d t, •. F l�. \l�'}t� .Ili'1 1V 4 r DWG. N0. SH REV. DA1554- 1 1 A 196.25 0D REVISIONS ' - ---- - - REV _DESCRIPTION DATE APPROVED 184.75" CL--CL HD A INITIAL RELEASE 7/25/00 JCG - _ 169.00" ID - - -- 4X HD GC - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ LEGEND NOTES: L1 4„ ROWS 4" ROWS L1 LC1 AF: AIR INLET VENT WITH 3 HOUR FIRE DAMPER 1 . ONE (1 ) DOUBLE-LEAF 60"W x 80"H 3-HR FIRE RATED DOOR 16 X 60 16 X 60 DC: DRY CHEM NOZZLE EQUIPPED W/ PANIC EXIT RIM DEVICE & SELF CLOSING HARDWARE DCE DRY CHEM ENCLOSURE W/AGENT C'Y'LINDER .. 2. PAINT SPECIFICATION: PAF EF2: INTERIOR EXHAUST FAN, 12 450CFM (EP) r S: FAN SWITCH (NON-EP) PRIMER COAT- AMERLOCK 400 (EXTERIOR & INTERIOR) CC: GROUNDING CONNECTION c r � W U - � FINISH COAT- AMER�HIELD (EXTERIOR & INTERIOR) 0 0 1 0 cn v HD: HOLD-DOWN BRACKET 1 0 - v r: OEF OV � `D L1 : LIGHT FIXTURE W/150W BULB (EP) 3. TOTAL 16" WOE STAINLESS STEEL ADJUSTABLE SHELVING-60'i� rn D� DC 0 x DO NOT PAINT SHELVING b0 � I LC 1 : LOAD CENTER N 7uh LS: LIGHT SWITCH (NON-EP) 4. PRE--ENGINEERED DRY CHEMICAL SYSTEM: AF N: NFPA 704M RATING SIGN ONE (1 ) 35# 30-1-rLE WITH 2 NOZZLES I SG PH: PANIC EXIT RIM DEVICE ;,. SITE POWER: 208Y 1 V 1 PHASE / 20 I PP: PERMANENT D.O.T. PLACARD IDCE 5%: SELF CLOSER 6. U490 4-HUUR CONSTRUCTION W/THERMAFIBER (3" THICK, 4 PCF) SG: STEEL FLOOR GRATING (GALVANIZED) FRICTION FIT BETWEEN STUDS 41 F1 - LS DFS V: ENT SG PH SECTIONAL PLAN VIEW "UL" Electrical Inspected PRN FM DECAL and approved ENI 1 -- DCE ' 1z — EN1� Fs Lc1 OREGON APPROVAL REQUIRED EF2 =o _ LS h - `, 100.25" o opo r 0 DC9 o � o � _ r; C/) - A� AF - f0" J LEFT ELEVATION FRONT ELEVATION H ELEVATION APPROVALS DATE SAFETY 2301 BERT ORNE HOLLISTER, CA. 95023 GC PHONE: (4013)637-5955 UNLESS OTHERWISE SPECIFIED: ��'"'N BY:JCG �/25�0o STORAGE ( ) FAX: 408 637-7405 ALL DIMENSIONS _ARE IN INCHES CHECKED BY: ,,25,00 QUEST DIAGNOSTICS DONPYRIGHT 199 BY SAFETY STORAGE, INC. O MATESSI RIALS: MFG, MODEL 1610-4FR, #1 .322.4 (ELEVATIONS) f,' REAR ELEVATION ALL RIGHTS RESERVED SIZE DRAWING NO. _ THESE DOCUMENTS ARE NOT TO BE REPRODUCED C� /� R�A FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT INV. NUMBER: - NEXT ASSY: D �J !-1 `J `t t WRITTEN PERMISSION FROM SAFETY STON,ACE (� /�, INC. �i DO NOT SCALE DRAWING SCALE I FILE: DA1554 -1 SHFET Or 1 N 6600 SW Hampton Str SUP2002.00056 c' 4 of 9 Sx3t a npa.`._ I tiW 11A • .._.-._ - l.EtiI01LP3'Y AT!!Ir * y 4 1ppsrIfI pI 4I I I Ill I 0 I t I Ig I 13V I I I I I I I n I I I I i .n I I II I I II II I I ,7 23 1 9 3f03 4 1 0 2CR -•------ �.-... , ...._._..,_,�......_.". ,.__..:...�..�.....-..,____...�.._ �.._�..�..,.. . w.,.,,....�.,,..Y.�:,.,._......, 10 17 IS 19 20 21 22 a r r 01 M r ' i Nidi D>r ,5 , . 00 wlY j - 4. t.: 1. v a ., - .. , DWG. NO. Sit REV. STR554 - 1 1 A NOTE REVISIONS _ REV DESCRIPTION DATE APPROVED THIS STRUCTURAL DRAWING SET IS FOR SAFETY STORAGE, INVS e A INITIAL RELEASE 6/8/00 JCC -4FR SERIES OF BUILDINGS. THESE STRUCTURAL DRAWINGS SHOW 1 THE LARGEST BUILDING IN THE -4FR SERIES. THE LENGTH x WIDTH x HEIGHT SUB0X 5.4FLOOR SUMP PANEL DIMENSIONS USED ON THESE STRUCTURAL DRAWINGS REFLECT THE DIMENSIONS SUPPORT CHANNELS 0 24.0() O.C. OF A MODEL 6212-4FR. SMALLER BUILDINGS IN THIS SERIES MAY BE CONSTRUCTED --- - ------- 618.5 (o.D)--- - __ (SECTIONED FOR CLARITY) UTILIZING THE SAME STRUCTURAL MEMBERS AND SPACINGS. ALSO, SEE STRUCTURAL _ _.:______ 61675 (MOLD DOWN CL) SUB-FLOORING L - � '- C4 X 5.4 FLOOR SUMP PANEL CALCULATIONS PREPARED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER 265.00 (Lo.)- ____ _ SUPPORT CHANNEL (LEGS UP) REFERENCING THE PROJECT SPECIFIC BUILpING. (SECTIONED FOR CLARITY) SEE SPECIFIC DESIGN DATA IN THE STRUCTURAL CALCULATIONS I FOR THE FOLLOWING PROJECT SPECIFIC DESIGN DATA: 120.00 A. BUILDING DIMENSIONAL DATA I (I.O.) B. BUILDING WEIGHT C tJ7.t7 126.3E _ C. ANCHOR BOLT REACTIONS 1 (O.D.) (HOLE CL) I 12 GA SUMP FLOOR r- 43. 1 (CHANNEL) D. DESIGN LOADS (SECTIONED FOR CLARITY) I I 1 1. EP a EXPLOSION PROOF 43. 1 " 2. SUMP OF THIS BUILDING IS DESIGNED FOR LEAK TIGHT -- T SECONDARY CONTAINMENT. - 2 3. ALL INTERIOR AND EXTERIOR SURFACES TO BE COATED on WITH A CHEMICAL RESISTANT PAINT. FIBERGLASS OR STEEL GRATING O C4 X 5.4 FLOOR SUMP PANEL 4. FABRICATION AND ERECTION TOLERANCES SHALL CONFORM TO (SECTIONED FOR CLARITI') A 2 EDGE SUPPORT CHANNEL THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL - 1 FLOOR FRAMING PLAN OF ALLOWABLE STRESS DESIGN, 9th EDITION. GRATING SUPPORTS 0 32' O.C. (MAX) FOR STEEL GRATING 5. STEEL MEMPr'aS SUCH AS CHARNELS, ANGLES, AND OTHER 0 26. O.C. (MAX) FOR FIBERGLASS GRATING STEEL MEMBER.- UNLESS OTHERWISE SPECIFIED SHALL (SECTIONED FOR CLARITY) CONFORM TO ASTM A36. TUBE STEEL SHALL CONFORM TO SEE DETAIL �1 ASTM A500 "B" WITH MINIMUM YIELD STRENGTH OF 46.0 ksi. 6. LIGHT GAUGE STEEL FRAMING MEMBERS SHALL CONFORM TO ASTM A569 STEEL WITH MINIMUM YIELD STRENGTH OF 38.0 ksi. -- - 618.75' ROOF C]7• SUB-FLOOR SUPPORT CHANNELS SHALL REST ON AND BE IN CONTINUOUS CONTACT WITH CONCRETE OR OTHER SURFACE CAPABLE OF SUPPORTING 1000 POUNDS PER ' E TUBE STEEL TS 3,5 X 3.5 X :120 SQUARE FOOT. FOOTINGS, IF REQUIRED FOR TIE DOWNS, 1 1 ROOF PURLINS 0 24.00 O.C. TYPICAL SHALL BE DESIGNED BY AN ENGINEER HIRED BY THE OWNER 12GA SHEAR PANEL 12• WIDE (MINIMUM) OR CONTRACTOR AND LICENSED IN THE STATE WHERE THE (MINIMUM of ' PANEL/WALL) UNIT IS TO BE INSTALLED. - - Fel NO CUSTOMER MODIFICATION'S ARE PERMITTED WHICH WOULD ALTER THE STRUCTURAL DESIGN OF THE PRE-ENGINEERED AND APPROVED BUILDINGS PROVIDED BY SAFETY STORAGE, ~ 104.00 DOORSHOWN1M� 80.00 OR ANCILLARY MODIFICATIONS IN OR AROUND THE BUILDING ' tso 0o ARE TO BE MADE FOLLOWING DESIGN OF SUCH BY CUSTOMER i RETAINED LICENSED PROFESSIONAL ENGINEER APPROVED BY THE AUTHORITY / REGULATORY AGENCY HAVING LOCAL JURISDICTION. I ALL FIELD ELECTRICAL INSTALLATION WORK IS TO BE -"-- PERFORMED BY QUALIFIED, LICENSED ELECTRICAL CONTRACTORS, -r- --- �.` ----T=-- AND IN ACCORDANCE WITH THE APPLICABLE LOCAL CODES. 11.25• 10. THIS BUILDING SHALL BE LIFTED ONLY WHEN EMPTY, C LEFT ENDWALL A FRONT WALL FRAMING PLAN D RICHT ENDWA!_L AND WITH ALL DOORS CLOSED & LATCHED. 1 FRAMING PLAN 1 I r , I� � 1 , � I 111 CRANE LIFTING SHALL BE WITH CABLES OR STRAPS CAPABLE r RAM rvl7 PL�'`� ,\ M1' • �/ ! OF SUPPORTING A TOTAL BUILDING WEIGHT PER SPECIFIC DESIGN CALCULATIONS, IF USING LIFT STRAPS, INSTALLER SHALL USE SPREADER BARS A MINIMUM OF 2 FEET tkim STRIPS WIDER THAN BUILDING ROOF TO PREVENT DAMAGE TO FRONT 24GA EXTERIOR PANELS AND REAR ROOF OVERHANGS. INSTALLER SHALL KELP ONE END J P GLuEO & SCREWED Wit 57uD a GAGE G P OF BUILDING TETHERED AT ALL TIMES TO PRE\1 N 1 B1_'!LDING FROM / 3/4' IF-X3 nAhE�s �- Tn C• • r 12. O.C. SMEAR PANEL _ � *ALL. -- TNER1AAFIbt R rrK SAF'0 _ 2 PLAYERSX� INSLI�A%,N bATT'S SEE DEN 5 2 2 SWINGING IN AN UNCONTROLLABLE MANNER. � j F:2] WHEN UNLOADING BUILDING FROM DELIVERY TRUCK, INSTALLER ' SHALL INSURE THAT SA;F OVERHEAD CLEARANCE IS PROVIDED ` 1 TO STRUCTURAL, ELECTRICAL, PLUMBING OR OTHER OBSTRUCTIONS. 14. THIS UNIT IS NOT DESIGNED FOR INSTALLATION IN FEMA FLOOD - 12000--- PRONE AREAS. K / 10400 NOTE: NUMBERS IN SQUARES DENOTE FIELD WORK 1 11 If 11 11 11 11 11 11 if II if IV 11 11 11 11 11 11 11 11 Ill 11 if if NOTE, SUMP THESE STRUCTURAL DRAWINGS SHOW SSf L STANDARD MODEL 621E-4FFt OF �16101TH ACESc4 z 5.4 s��F�h,. REAR WALL�R.aMING PLAN '�e ENDS 2 THE -4FR SERIES BUILDING LINE. CUSTOM LOCATED DOORS AND ACCESSORES E BUILDING CROSS SECTION �� CUSTOMER / INSTALLER MUST PROvIDE. TIE DOWN F BUILDING CROSS SEC I ION- ARE SHOWN ON THE ADDITIONAL SSI DRAWINGS FRONDED. DOORS MAY BE 1 ANCHOR BOLTS AT EACH CORNER CAPABLE OF RESISTING � THRU FRONTWALL DOOR LOCATED AT LOCATIONS OTHER THAN AS SHOWN HERE, HOWEVER, THE MAXIMUM UNM OPENBIG SHALL NOT EXCEED 61-40. VERTICAL UPLIFT AND HORIZONTAL SHEAR LOAD REACTIONS ONE. PER PROJECT SPECIFIC DESIGN CALCULATIONS ALL -4FR SERIES BULDING8 SHALL HAVE A !M OF , 129 WIDE, FULL HEIGHT, 19 OA, SHEAR PALL LOCATED IN EACH WALL. THE FOLLOWNG DRAWINGS MUST BE REFERENCED ALSO IF APPLICABLE- APPROVALS DATESAFETY 2301 BERT A. 95023 1. ELEVATIONS DRAWNG UNLESS OTHERWISE SPECIFIED: ORA GE PHONE: 4 CA.. 7-59 DRAWN 8Y PHONE: (408)637-5955 FAX: (408)637-7405 2. VVFMO DIAGRAM ALL DIMENSIONS JCG s/e/oO -- 3• BPRBMCLER DFiAWMK# ARE IN INCHES t 1 „ CHECKED BY: 104"TALL 7"SUMP NO-EVP (U490 4-HRl4. DRY CHEW DRAWM DONT 6/8/00 ) COPYRIGHT © 1996 Bf' SAFETY STORAGE, INC. MATERIALS: - MFG' SSI 5212-4FR STRUCTURAL FRAMING PLAN ALL RIGHT' RESERVED THESE DOCUMENTS ARE NOT TO BE REPRODUCED SIZE DRAWING NO. REV FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT INV. NUMBER: _ D T R 5 5 4 - 1 A WRITTEN PERMISSION FROM SAFETY STORAGE, INC. NEXT ASSY: i t E§ h DO NOT SCALE DRAWING SCALE FILE: S fR554-1 SHEET 1 OF 2 AI .(d xi•µt`{ ' _ "A d � R F., 1 / ?'; # OpC�Ory 6600 SW Hampton Str. BUP2002-00056 5 of g ,a ...Jk+ i' INAtd, L.Eti�II.RY 1TRIP C M I I I I I I I I I N d 1 II I. I It�.II a i ORM-1 cis v ICS I 1 12 13 14 t It!! 17 IH 10 20 21 22 23 24 28 28 .:. d ar { � ',fit 11 1 1 1 {L :;• .,i;'"' .• (d,,,, •,A 1 f y 11 , 1 1; r 1 1 ♦ L r n • IFT A ..+ . 1. 1, „..:. ..:., x .PNn1 I t rt1..i.,tRYI ri. _,.,, Mw- •eY,..�G ,n r i DWG. NO tt REV. STR554 - 2 1 A 3- RMAI'M(NOMINAL TYPE FASB THERI4AFIBER TYPE FASB 18 GA FORMED CHANNE - REARWALL REVISIONS TYPICALL) M � 3' (NOMINAL), DENSITY CORNER STUD TYPIGL SEE DETA1LO DESCRIPTION REV DATE I APPROVED I 7 Am $U DETAIL — - — ----- -- _— q I INITIAL RELEASE 6/8/0 1CG J HOLD DOWN- 4- ROOF PURLIN BEET TS 3.5'x3.5'x 0.120 12 GA HRMS ROOF PANEL AFFIX 24 GA (MIN) PANELS TO GYPSUM BOARD 24 GA MIN. PANELS 8•x3• SCREW o 12' O.C. WITH SPRAY CONTACT ADHESIVE EXT. GYPSUM TO STUD (TYP0L, INTERIOR & EXTERIOR) 1/e 3.5 TYP. PURIJN TO ENDPLATE 2 LAYERS 3/4• FIRE RESISTANT ENDWAI — TYP. ENDPLAY , WALL BEAM GYPSUM WALLBOARD 12 GA SUMP FLOOR FRONTWALL ROOF BEAM 2 LAYERS 3/4' SEE DETAIL FIRE RESISTANT GYPSUM WALLBOARD . 16 X 1-1/8' SCREW 12' O.C. DOOR FRAME PURCHASED PART (UL LISTED) 0 FIRST GYPSUM WALLBOARD LAYER 12-12 TV. HEADER TO DOOR LINTEL L WALL & CORNER DETAILS G DOOR LINTEL DETAIL 2 2 . 12 GA HRMS THRESHOLD . DOOR SILL BEAM FLOOR GRATING SEE DETAIL n CDNT, 1/e00 NOT USED HOT _Ne USED NOO C4 X 5.4 SUMP 74 FLOOR PANEL EDGE SUPPORT CHANNEL 2 LAYERS 3/4' FIRE RESISTANT Ii FLOOR DOOR SILL DETAIL GYPSUM WALLBOARD 2 6.00�� A TYP. y TS 3.5' x 3.5' x 0.120' (TYPICAL) r +g GA 2-1 /8 �- 12 GA HRMS ROOF PANEL 12 (,A HRMS ROOF PANEL - - 12 CA FORMED Cw-MNEL 7.38-1I, r 1 3.50 \ _ .5 12 GA HRMS PURLIN ROOF PURLIN 3 THERMAF1KR TYPE FASB 12 GA HRMS PURLIN 5 5 .L 1_� 3�^6 t=0.120 k -i- P T - - -END PLATE FLr, Irn END LAE >( TS 3.5`x3.5"x 0.120 3` (► I1. 41 6 I �— I T 2-12 —1/8, TYPICAL �I; i- REARWALL h— E-----}- 3.50 FORDED WALL STUD s FRONT WALL � -2.50- ROOF BEAM -ROOF BEAM SEE DETAILSEE DETAIL 7 rJ6 00 GRATING SUPPORT GRATING SUPPORT SADDLE3 ROOF PURLIN 4 1111%E1 STUD DETAh 5FORMED WALL STUD DETAIL_ TYP, PURLIN TYP. PURLIN 00 EXTERIOR PANEL00 1/e 2-12 TO ROOF PANEL TO ROOF PANEL 1/8 2-12 %00EXTERIOR PANEL C4 X 5.4 CHANNEL (TYPICAL) 24 GA HRMS0 11 s 00 24 GA MIN ) C4 X 5.4 NOTCHED CHANNEL Is,0 00J1 00 TS 3.5' x 3.5' x 0.12 0' TS 3.5' x 3.5• X 0.12 0' • INTERIOR PANEL INTERIOR PANEL ------------- - ------- ------ ------ 2 LAYERS 3/4 2 LAYERS 3/4 -------- FIRE RESISTANT 24 GA MIN. 24 GA MIN. FIRE RESISTANT GYPSUM WALLBOARD GYPSUM WALLBOAR -- -- ------- - - - -- - ------ ------- --- -------- - ----- TFIEfiMFIBER TYPE FASB 2 LAYERS 3/4• 2 UIYERS 3/4" ;�e , s "" ,fie 1 e >� \Z,/_57,.s "° ,/e , Typ .s 3• ( L�, H perry - FIRE RESISTANT FIRE RESISTANT �- /TYP TYPICAL GYPSUM WALLBOARD GYPSUM WALLBOARD 1 e :-12 TYP t 8 2-12\ ,fie s r�tit� CENTERED 1/8 2 ,J FRONT WALL ROOF DETAIL P REAP, WALL ROOF DETAIL Q -LOOR SUPPORT DETAIL 2 2 FRONTWALL ROOF rr ,ki �)_� OOR SILL BEAM 2 � 6 _ THOWIFTE9ER TYPE FASB (DOOR LINTEL) '2 GA FLOOR 3 ( )' MTYPICAL 00 DD.SR ooINSIDE SKIN, 24 GA MIN. 18 GA MAX. TMP 1/4 TYP t/8 2-12 00 OON AFFIX SKIN TO SHEET ROCK �G z 5.4 CIMMf1 END CHANNEL L3 X 3 X 1/2' WITH ADHESIVE (TYP) (6 LONG) 4 x 5.4 CWINNEL 'LEGS UP' - - T_ ~ 12 GA GRATING SIJPPORT TS 3.5' x 3.5' x 0.120' ---- ----- -� —�— �"' '' �- Ca z 5.a CHANNEL FLOOR BEAM SUMP WALL 'SEE DETAIL'' - .25 J— ` \�—�--<TYP J; SEE DETAIL 8i-F v /a 00 11 FLOOR ,fie ,.s T'F C4 X 5.4 CHANNEL ON 00 1/CONT. CRATING 1/8 z CEN1FRfD /";? OD' T HOLD Dll,,� J 3PACKET DETAIL 178 ,�e ,.y < 2 12 GA HRMS — FLOOR PANEL NOT USED ; REARWALL ROOF BE_�.1 N FLOOR FRAMING DETAIL APPROVALS DATE 2301 BERT DRrv'E 2 -- SAFETY HOLLISTER, CA. 95023 PHONE: 408 637-5955 -SUPPORT SADDLE UNLESS OTHERWISE SPECIFIED: Dw�W.� CG 6/8/00 STORAGE rAx: 408,637-7405 SUMP PANEL�EDGE SEE DETAIL ALL DIMENSIONS _ SUPPORT CHANNEL ARE IN INCHES t 1 ° CHECKED BY: -4FR SERIES 104"TALL 7"SUMP NO-EVP — ---- v o N-r 6,e�o0 2 DYERS 3/4' COPYRIGHT (J 19,96 BY SAFETY STORAGE, INC. MATERIALS. — MFG. SSI STRUCTURAL DETAILS (U490 4-E1R) FIRE RESISTANT ALL RI(;HTS RESERVED GYPSUM wAl1B01ARp THESE DOCUMENTS ARE NOT TO BE REPRODUCED _ SIZE DRAWING N0. Pw FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT IMI. NUMBER: NEXT ASSY. D S T 5 `� — K FLOOR WALL DETAIL WRITTEN PERAiISSION FROM SAFETY STORAGE, INC. DO NOT SCALE DRAWING SCALE FILE: STR554-2 7_sHEE7 uF 2 i d; BUP7007 00056 -- --- - - i .','t r _ 0111 s ' ILO 11 Ih 1;+1 1T r 4 Is I7 19 19 20I 21 22 I 231 24 't 2�3 !! Z7 2� 30 ' ttiln +fit h s � '+4�, tOOw�IGII I II� Lt + 1 2 j .. xl • — J } c ..o. :. ,...� ♦ , . ,. .. ,.!e'f,l:..V•.,...,� .r.. r.. .. ... '. ",. .h., ,.. ,..�. ..., R .: W,. y � :...1'w'•WYMr, NO .� UA 155451 I A REVISIONS REV DESCRIPTION DATE APPROVED A INITIAL RELEASE 7/27/00 SCG EN1 _ I LEGEND -� Q Z EQUIPMENT DESIGNATION DESCRIPTION REMOTE ANNUNCIATION DRY CHEM SYSTEM 6 5 14 13 DCDRY CHEMICAL CONTACT CLOSURE R1 JBR E� EXHAUST FAN 12 4.50 C:FM (EP) 7 8 1 7 r (EN 6" x 6" x 4" NEMA 3R ENCLOSURE OCC 30A/2P MAIN PREEN— `S EF2 J j FAN SWITCH (NON-EP) U - T1 � NO T4- JB1 JUNCTION BOX WITH 1/2" HUBS MAIN ELECTRICAL T5 JBR S JUNCTION BOX, ROUND, WITH 1 2 HUBS SERVICE ON SITE --�-- / �Zo VAC BY OTHERSZ Y Lu 1 4.5 AMP. L1 LIGHT FIXTURE W/150 WATT BULB (EP) 0 0 NC NC Z 0 ®R — d w m 3 LC1 NEMA 3R CIRCUIT BREAKER LOAD CENTER 0 COIL O EN 1 > JB I 1 PHASE, 4 WIRE, 240/1 20VAC, 125 AMP No VNO LS LIGHT SWITCH (NON-EP) • O Z CO11 R GENERAL PURPOSE RELAY a w _ ~ R1 RELAY DPDT . 20A/1P C.B. 3 PINK PER N.E.C. SEE COVER — YELLOW SHEET FOR APPLICABLE BLACK BLACK — BLACK -- — EDITION. WHITE WHITE WHITE -- GREEN (EP) = EXPLOSION-PROOF (NON- EP) = NON-EXPLOSION-PROOF GREC`! GREEN -- ---- — 20A/1 P C.B. RED - RED RED -- - -— ----� WHITE WHITE WHITE - --- �- GREEN- GREEN GREEN ------ t � I I I I I RELAY SCHEMATIC /ELECTRICAL DATA RED — _ ---- RED — �,In GREEN R1 - -- BLACK _ � _ - 1 T OREGON 1. SERVICE TO BE 208Y/120 VAC 1-PHASE, 5 61 4 3 BLACK STATE E 0 r 0 2. UNLESS OTHERWISE NOTED: _ _ ~ BUILDING CODES cw;SION a ALL WIRE TO BE 12 AWG THHN ( c, MM I --� , ELECTRICAL PLAN REVIEW b ALL CONDUIT TO BE 112" e COL z - i 3. ALL WIRING FIXTURES AND EQUIPMENT IS AUG 1 4 100 ' TO BE UL LISTED OR LABELED. PLUG-IN DPDT (OCTAL SOCKET) RELAY Apc•'t -'�t thew Ws'f dors rot eutno�te or e00'We err pnu5fq�Or dlr�dl�G')1nyr "V Q (12A. 0 120VAC 10A. 0 250VAC) �,tlN, �ni Lew, c a eq 4. THE BACKING, MOUNTING AND STRAPPING 120 UAC 1 -PHASE PLAN REVIMDBY dr-----L�-- OF FIXTURES AND WIRING TO BE IN _ O Fs OS ACCORDANCE WITH THE NEC. AMP / KVA LOAD ,C {Wo We No 5. ALL INTERIOR ELECTRICAL HARDWARE IS CLASS 1, 7' DIVISION 1, GROUPS C & D. MAX LINE AMPS 5.95 - - - 6. ALL INTERIOR ELECTRICAL HARDWARE IS EP. TOTAL KVA LOAD 0.72 COL 7. CONDUIT SEALS SHALL BE INSTALLED WITHINOPEN DPDT RELAY 12L, 18" OF ENCLOSURES (SWITCHES, CIRCUIT (30A. ® t 20v/250VAC 10A. 0600VAC) � BREAKERS, FUSES, RELAYS, RESISTORS, L OR OTHER EQUIPMENT) THAT MAY PRODUCE RELAYS SHOWN DE—ENERGIZED �,z�3� ARCS, SPARKS, OR HIGH TEMPERATURES /� IN NORMAL OPERATION. "UL" Electrical Inspected OREGON APPROVAL REQUIRED and Approved _ APPRovALS DATE2301 BERT . SAFETY HOU.ISTER, ^,An.. 95023 DRAWN BY: S TORA VE PAX"E F : 408 637-5955 AX JCG 7/2 /00 — CHECKED BY: WIRING DIAGRAM c.BAZE ! 7/27/00 (-OPYRIGHT Q 1998 BY SAFETY STORAGE, INC. MFG Ss I MODEL 1610-4FR- 13224 ALL RIGHTS RESERVED THESE DOCUMENTS ARE NOT TO BE REPRODUCED SIZE DRAWING NO. I REV FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT —NEXT Asst D D A 15 5 4 S 1 A WRITTEN PERMISSION FROM SAFETY STORAGE, INC. DO NOT SCALE DRAWING SCALE FILE: DA1554S1 SHEET ' C� 5600 SW Hampton Str BlIP2002 00056 r • ...A, n.,:* - hA6.E k� •:tl':.,�iAirex,^.l�a'a0q•lFifrl`WIM�MN'ipiM'�M9i�' 'LLxY ,r,u' ,"y'y '''' . gy . .. � ^ �'� �MM'.1.1R'g4+4X��7lRYA~�`PMM"......—.......-...�...•.,.. _.._... . uEoIIIIII'Mimr sTftr CMS IIIIIII fill I 1 1 II� I IIII�I IIIIII! � loomIce 10 It 12 13 14 le I IIS 19 dO 21 22 23 24 25 28 27 28 29 3 1 0 y d. ' f be t a N X11 y, ,. _. . .' r....._ .-.i. 17, .. ., TW .1 . ,•.5 r .:. ...� -.'. ', ':'t"i . .... ....;1, .1: ...�' r•'t't .} :.,.JF ':14+ I. 'T ,� . -�.. •. ;.`. y .: ... ` .. ,: .... _ .,.,;, .l. x[r+�t�.pl�nc^�l'.,..3s. ,.t..m�*��xl4, Ite.,Tt •�'fic'.F:rr r',^�.rot" r .;n '4 a .. _ - M1 { y • , ;z y� F1 ; SII 7 i " N�l � 20 � 10 4 � 10 15 . 1 1 42 . 25 � 15 15 15 1 3 5 10 1 11 6 7 i i 19 19 20 � 4 10 17 18 23 10 84 . 5 169 ID • 9 1 2 104 92 " OD ID �1 ) NO . QTY. MODEL NO . DESCRIPTION 1 1 PCI - 35ABC 35LB ABC AGENT CYLINDER , 90- 2 1 MB — 1 MOUNTING BRACKET 3 1 NMCH MECHANICAL COI , TRC -1EAD • 4 2 NF—ABC TOTAL FLOOD 5 1 MS — DPDT DPDT MICRO SWITCH r 6 2 FLK — 1 FLI< — 1 TERMINAL LINK KIT 97 ' D 7 2 FL— 1 65 FUSIBLE LINK 1 E5' F 8 1 BAC - 612 INDOOR/OUTDOOR 6 " BELL 9 1 RPS— M REMOTE MECHANICAL. PULL STATION PLAN VIEW OF NOZZLE LOCATIONS 10 5 SCHEDULE 40 3/ 4 to ELBOW 90' i 1 1 1 SCHEDULE 40 3/4 "x 3/4 "x 3 ." TEE 12 13 NOTES : 14 15 A/R SCHEDULE 3/4" GALV PIPE, NPT (APPROX 25 FT) 1 : AGENT CYLINDER TO BE LOCATED OUTSIDE OF HAZARD AREA 16 IN A WEATHER PROTECTIVE ENCLOSURE. 17 1 SCHEDULE 40 3 4" NIPPLE, CLOSE 2 : LOCATE RPS- M REMOTE PULL STATION TO CUSTOMER 18 1 SCHEDULE 40 3/4" UNION19. 4 MCP- 1 CORNER R PULLEY 20 2 WCP- 1 CORNER PULLEY, LIQ .AD TIGHT • 21 A/R — — — x ./64 " DIA STAINLESS STEEL CABLE 22 A/R "2 " 23 EMT CONDUIT (APPROX 25 FT) 1 SCHEDU � � 4 NIPPLE 24 REV _ mac . S.ON D.4 UNLESS OTHERWISE SPECIFIED P ►"0 C h e m n C . DIMENSIONS ARE IN INCHES y SAFETY STORAGE A � � I Drawing 1 /2 � .'�10 - 301 Divisl ,� rn St . TOLERANCES ARE: MODEL 1610 - 4F # 132 2 PLACE DEC. ± 01 Boonton N . J . 07005 24 Is 3 PLACF. DEC. ± .005 REV. FRACTIONS ±1/64 DWN BY JCG �:NKD BY 131-H SS 1 6 1 O F-S i S 6600 SW Hampton Str SUP2002 00056 8 M 9 0.7 71— :,. �. L��N.1TYfTll� Cm li I u1li� . 1 i 1, a IIi I I�ui I,IIIi 11ni Ili 11 a 11nuli nlnnru1liniIlln 111Iin111111Iun111upun I1 I 1 n li 1 , Jr, no on 10 1 I 12 13 14 1 ID 17 IA IO 20 21 22 23 24 2S 2e 27 211 3� r ... ... ...,,. ,,.,.�.., - JIM 00 , M1t. ,19' iyp l tti �n fs DWG. N0. SH REV. DA2001 F 1 A REVISIONS REV _ DESCRIPTION _ DATE APPROVED CONCRETE B EDGE OF MAIN LAB A INITIAL RELEAE� — 1 /10/00 JCG 1 . CONCRETE— Concrete design conforms to the 1997 Uniform Building Code. HOLD— DOWN Exterior concrete shall be air—entrained to 4-8%. Admixtures containing calcium chlorides shall not be added to the concrete. Concrete shall r,X " — ANGLE v,'/ (3) have a 28—day strength of 2,000 psi. (CL TO CL ANCHOR BOLTS) ANCHOR BOLTS �- 2. REINFORCING BARS-- Reinforcing bars shall conform to TYP Q 4 CORNERS. A307 7/8"0 ANCHORS ASTM A615, Grade 60. Lop splices shall be 20" in length for #4 bars WITH 7" EMBEDMENT unless otherwise noted. _ -- —!— USING SET EPDXY 3. REINFORCING• MESH— Welded Wire Fabric (WWF) shall conform F to ASTM A185 and shall be lapped a min. of 8" at splices. „ I YI FORCE ALLOWABLE LOAD „ 4. CONCRETE SLABS— Slabs—on--grade shall be built over a 4” 1 �- INNER EDGE OF SL�B I layer of #57 stone and over a, 6 milpolyethylene va or barrior, unless . (CL TO CL) 5.93 kip P � - PERIMETER • FOOTINr I "Y" + 24" SHEAR otherwise noted. I A (ANCHOR BOLTS) 1 I (MAIN SLAB (HORIZONTAL) SSI BUILDING 5. �UBGRADE FQR F00 IN , — Footings shall bear on natural undisturbe� — I soil or tested control fill with a min, allowable bearing capacity of WIDTH) TENSIONI (VERTICAL 10.8'4 kip 2000 pounds per sq. ft. I I UPLIFT) I I 6. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — -j a) 'THE LISTED LOADS ARE BASED ON ONE ANCHOR SUBGRADE FOR SLABS— Slab—on—grade shall bear on natural undisturbed — r BOLT EMBEDED IN CONC. W/ Fc' = 2,000 PSI MIN. soil or tested control fill with a rnin, allowable bearing capacity of 2000 pounds per sq. ft. If slabs—on—grade are less than 2'-0" above b) INSTALLATION PER MANUFACTURERS INSTRUCTIONS acceptable undisturbed soil, they may be constructed on up to 2.'-0" � + 24" of self—compacting aggregate, such as #57 stone, in lieu of tested c) A!_LOWABLE LOAD BASED ON A FACTOR OF SAFETY control fill or being designed as structural slabs. (MAIN , SLAB LENGTH) OF 4 FOR ADHESIVE ANCHORS 7. CONCRETE SLAB FINISHES— Concrete finish shall I)e Smooth—Trowel _ d) EDGE DISTANCES AND SPACING PER MANUFACTURER'S Class A (flat within 1/8" in 10'-0") for foundation pod; and shall be FOUNDATION PAD PLAN REQUIREMENTS Broom—Finish Class B (flat within 1/4" in 8'-0") for optional perimeter slabs. Foundation pod surface shall be level. Optional perimeter slab shall slope 1 " away from building. j 8. CONSTRUCTION— Concrete materials and methods of construction shall conform to Chapter 19 of the 1997 Uniform Building Code. Sawed crack control joints shall be cut in concrete between 8 and 16 hrs. after concrete is placed. • HOLD— DOWN TOP OF SLAB ANGLE • j (PITCHED TO PREVENT I SIMPSON STRONG—TIE SET HIGH STRENGTH EPDXY WATER ACCUMULATION (ICBO ER-5279) UNDER THE STRUCTURE) _ WITH 1 ) A307 7/8 0 ALLTHREAD ROD ANCHOR BOLTS, (AND HEX NUTS), WITH 7 , ANCHOR MINIMUM EMBEDMENT 31'x 3"x 1 /2" THICK ANGLE, 6" `OND �__ = -- 1 @ EACH CORNER A ONGIT =•i_ SECTION 10. 125 MIN . _ C4 X 5.4 CHANNEL (TYP) - NON — SHRINK GRO _ e TRANVERSE SECTION UNDER ANGLE (TYP -- #4 @ 12 O.C. 44 TURNED DOWN BARS EACH WAY —\ N C� 12 O.C. --- �_ 57 STONE —\ - - - — — —— — - - - — - - NOTICE, I # 3/4 CHAMPFER CE I i 3" 2 1 /4" CLEAR THESE FOUNDATION DETAILS ARE ILL 6" _ ILLUSTRATIVE ONLY, i 3" - - AND SHALL NOT BE USED AS A BASIS FOR CONSTRUCTION OF III III III III III III 4" III II1EE1 I1_:�El I1-=l I III1=1 II- AN ACTUAL FOUNDATION. 6" ElIEi IEl IEl I1=1 I1=1, II 1=111E1 II IIM II III--III= THE FOUNDATION SHALL BE DESIGNED BY AN E I III ill III I I I III III--III � NGINEER, HIRED BY III III I III II __ THE OWNER OR CONTRACTOR, AND LICENSED IN THE STATE WHERE 2 ' - o" =1 I 1-.-III----I iIll- = III III III_-I III ! I T MINIMUM* I 1=1 I i1 I 1=1 I_ = I--II !-- II III. HE BUILDING IS TO BE SITED. I III III I I III I III III_ 6 MIL VAPOR I III .III III II iii_ ii= BARRIER —II 1I I „ -I I 3 CLEAR APPROVALS _DATE 2301 BERT DRNE (TYP) 023 UNLESS OTHERWISE SPECIFIED: SAFETY PHONETER, 9559 �_TDRAWN BY: STORAGE PHONE: (408)637-5955 SCG 1/10/00 FAX: (408)637-7405 *OR TO FROST LINE DEPTH ALL DIMENSIONS ------ ARE IN INCHES t CHECKED �Y: TYPICAL FOUNDATION PLAN WHICHEVER IS GREATER) 3" 6" 3" 1 12to #4 R - AR (TYP) COPYRIGHT �C 1996 BY SAFETY STORAGE, INC. MATERIALS. MFG. SS1 ' _ HOLD-DOWN, T _ BOLT HOLD DO , SE Ilrk;�4' PERIMETER FOOTING DETAIL ALL RIGHTS RESERVED MESE DOCUMENTS _ ARE NOT TO BE REPRODUCED SIZE DRAWING N0. REV t FOR ANY PURPOSE, IN WHOLE OR IN PART, WITHOUT INV, NUMBER: �' x! �W'RITTFN PERM'IS'SION FROM SAFETY STORAGE, INC. NEXT Asst: � � A � � � � � A y Y>IIY .Ga ♦1 DO NOT SCALE DRAWING =SCALE FILE: DA2001 F SHEET 1 OF 1 1 .: ! ,� � I � Lr �y r ' 6600 SW Han'Woll sir .. ... ilUPlon1 nrtt)56 ''r'- � 9 ofof ' �.101s�.m►sTlI [ , .I 1 I III l ► I I I I III I► I I I I I I I I I I I ` 77 I IOta��ICnI 10 I I 1$ 13 14 i IQ 17 19 10 20 21 22 23 4 >�♦� $'� �(� -- -- a .ld6 �M fl y > d e V� Y - e i a t f t^, i • - — "/zzx , yy OW; ..r.-.,i i•,,,., ..:}. ,. ..:.,. C � .`:^:v`�� i:..';':'. 1 ..:,- r: ...J: � .'•:!; lti r. V 1 tG�' {�'� ti'.'•� �r�• w I' .. . .... TVI 01 411001 7: r71