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Plans (20) BU P2019-00177 REVISIONS BY ro Westlake Park CODE COMPLIANCE INFORMATION Fenno Creek Park CID ADDRESS: 7333 SW BONITA RD TIGARD, OR 97224 WESTLAKE HOLLY 0 R C LEGAL : 2S112AB01300 R510959 RECEIVED ZONING: I-G JUL 112019 CONSTRUCTION TYPE: III-B CITY OFTIGARD eL in Oliv:nG :urant NGDIVISIO + IF ItaliKruse Way BUILDING SCOPE OF THIS PERMIT: INSTALL STORAGE RACKS cr LOCATION OCCUPANCY GROUP: MIXED B, F-1 , S-1 >.- 'LOCATION AREA OF WORK STORAGE S-1 Lu CC 0 N Middlo School SWBorn Rd '� BonitaRd LakeQTwality FLOOR AREAS: UNCHANGED Z fX N The Home Depot ' FIRE PROTECTION: EXISTING NFPA 13 FIRE SPRINKLER SYSTEM UTILIZED = CD C6 LAKE FOREST WITH HIGH-PILED STORAGE OVER 144" HIGH U ti m PROTECTION OF OPENINGS: NOT REQUIRED p 0 co Pacific Corporate Center 9 SWSattler .. EGRESS: EXISTING DOORWAYS TO EXISTING GRADE CO 9 : TO REMAIN AS-IS CC CO 0 OC CaC Oregon Business Par's Ill 9 Round Table EMERGENCY LIGHTING: ILLUMINATED EXIT SIGNAGE AND EGRESS PATH LIGHTING w m Q ,t TO REMAIN AS-IS p Iti se \PC1. ACCESSIBILITY: ACCESSIBLE FACILITIES ARE EXISTING CC 9 0 DurhamSTRUCTURAL: NO MODIFICATION OF BUILDING STRUCTURE jElementary School ce 'C'el. 4 ANCHORAGE OF NEW RACKS INCLUDED IN THIS PERMIT Tigard High School . rririIf N DRAWING INDEX 0 SITE VICINITY MAP Cl .0 SITE PLAN / CODE ANALYSIS N.T.S. Al .0 FLOOR PLAN / EGRESS PLAN 1 ir ' — a - 4 4 r is - ■: aa. a WI' I. NNW it ,OM i a• a mom a. maw i pm a iiii 4 ,mss s aa. s r• (iii) R A a. ■J • a 1 i I E aNi 1.1j 1 a z W 0 i giC lli - w U rFFICE COPY 33 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ii Approved: j N OTC: [ J W d, Permit#: ,C3 vp an , 9 E o 17 -7 !, J Steads ss 7.333 ao ,ri- r of ke By; - Date: _2Z-i V i. I' a IL . Cg CIIII W ' W s. i CL lit 1 SPEC -:+:tt_►I RED in State of Ores. W=Getty Code 1 I ❑ Concrete ano i=i,-,. - •,::;eel a, — Bolts Installe,.i. '), a �:r • III 4 mi. i iiM i li ■ aam ■ 41!• a Nil el am a ■ may ■ iii I giii a mu * wad ❑ Special Morrrerii- >E c,5'ing Concrete Frame ❑ Reinforcing sn ;.)f •-restressingSteel Tendons ❑ Structural W 'gin Vt ❑ Hlgtt-strs�;�;��:t, �Iting DATE TA ❑ Structural ,::?;onn 51619 0 Reinforct1;; ....<.;,- Concrete ❑ lnsuIat;.-:r ; DRAWN •❑ Spray; o,,. _ - ::s �n►tove Materials �''IJ M ❑ Piiins s3rF,iq• • .-,cid Caissons CHECKED BY ❑ 11 SR S:lotcrc.��:: ND Special els au: •:,. .xcdvaiion and Filling JOB SITEPLAN ❑ Srnc€ce-Gorr[ro::::rs„vms = ( 2 018 ❑ Other Inspection:, l tt=40' 7SHEET cilo 0 REVISIONS BY TYPE 1 TYPE 2 (7 EA) TUNNEL BAY . , • • . .. .. . ... . • .. . . . . .. . ....,.. ..., . .: .. .. „ . ..........„. . , , ,. „ „,, „ „„.„„,. • •:. .. . . . .. . . ,---.......,.,,,--: ::•••• .--,.,,,,,...;„;,,,:•,"''''' '"-'!"-. . „, , ,. .....-,,:...-,-..:':,:–., N. .,...,: . - - - • —.., -,,N4f• . . . . , .. . • ...- . . . , . .. . . . ... . , . . .,...... . .. ... • ..- • ..--„ ' . . 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' P P , ' 1 if:'*.'... W.ift 'i.46:Pi114i. :" . U.1 CIO otr ,..:, .—— - • ' - 108" CD (Y) CD .-sNz- - -.--:-it,-: • ,,'... ..- ........... . ..,. ,, . .. .,...,:,.,„..._....,-,.„.„.. _.=‘:.,..:., - - ,....:.---:.---_::..-. .. ,-.:,;-.,-,.. ...... :!:-..,::?...,..--, .::_.-:-...... . -....,:2........::- . . ....... , . „ . .. . -. .. • : .,. • 42 . , ..r."•.!----,,, .----• 108" .. , ...... „:..., 42” TYP „ 4.. 0 ri....... MINIIIMMIII " cr TYP RACK ELEVATIONS NTS , . . . . . . 1......, 'N--- EXISTING OFFICE —\„...s., .1 4'..48, 148'-3" 108 108 ' 1 • U a o , ,I- . t 0 CNI-4 . .= 1 TYPE 1 1 I 1 I TYPE 11 TUNNEL TYP. 1 (.7 Z Er: ..= 1-- Z • 108 raiMIS. .„ I '51 r 1 1 1 1 11 1 TYPE 21 I I I i I Cl. U ro 1 I ft 0 0 0 0 0 1 TYPE 21 I l I I II TYPE 1 : CLINI TUNNEL TYP. ...MN 12 f:t i FUN.2 0 LLI —.I 108 Z Cr 0 ft J I I I 0 1 TYPE 21 I I — EXISTING — (-) ...I CD . I 11 .. I 0 OFFICE 1:1] Li. Li ' ,-, r 91.a..1111, , ' I C4 I 11 11 11 11 11 i i Y P E 21 I I I I TYPE1I TUNNEL TYP, , — = ........ ..—....4 I— ------ M8— — I T. 1 I 0 I 0 0 0 1 TYPE 21 I 0 I I , U - i 4 •:. ft 1 i i i R .„.... 0 1 1 TYPE 21 I ) I I I 1 TYPE 11 W TUNNEL TYP. L —.L. 1 = 0 . , o a i IlUJ111111111111 vl Lif 1-1) \---- EXISTING OFFICE ---- i-11 --) ,............... , .• ......'r. ..r . . . . , . . . , . . . . , . ,.,,... r • . ,I . . .. .. .1.,. . ...,., . . , . .. 1.I. ,, ,• ,,I .., .. ... ., .. _.. . ... ..... . . ... .. .. .. .r. . . .. . DATE 5/16/19 DRAWN AJM N CHECKED BY C?) 6 . — FLO91RPLAN / EGRESS PLAN l) JOB SR 7201.8 SHEET AlMO — , „ „,„„„ „„,„„„,„.„„, „„„„„„,.„„„„„„ ., , „ . . .... 7R � 7 -. 1 2 3 GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2016 CBC, ASCE 7-10 ��{ AND TME 2012 RMI RAGA / 2. SEISMIC CRITERIA Ss CK= 1DESI.223, S1N M=. 0.471NUAL, Fs =1.011, Fv = 1.529, 3 Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.824, Sd1 = 0,48, OCC. CATAG. II, I I SITE CLASS D, SEISMIC DESIGN CLASS D ____- I 3. STORAGE CAPACITY: 1 $„ I �� ,_ TYPE 1 = 2500# PER LEVEL TYP. Z ____ II I I I ( ""� III 0 TYPE TUNNEL BAY =3500# PER LEVEL TYP. 434" lk 4. ANCHORS: HILTI KWIK BOLT TZ ESR#1917, 5 1/8" ►1" TYP. 1 9/16")' 12" )' 1 9/16" / 1 1/2" OR ICC& ENGINEER APPROVED EQUAL. Q COLUMN (TYP. 1/2"0 x 3-1/4"MIN. EMBED. 1/8 / 1/8")3/4" `yP' — — — — — — — — — — — — — I �� I` (2) ANCHORS PER BASEPLATE NOTES. 1 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. + BACKER REQ'D UP TO s-1 1/2 + I ,, 6. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 8"x 2500 PSI. 96" ELEV. 4 I 1' 7. SOIL BEARING PRESSURE 1000 PSF @ GRADE OR BETTER \i: -- 44,4 1 1/4 ii3 1/4" 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY J8„ WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS J\-- El) LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE F„ e-€) . INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS ASTM A325 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS Lt /� 1/2" CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. LU 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN a R. : /411/ 12. SCi • TOH MSP FMAY BE THE USEDUNDER THE BASE PLAGE AND THE CEILING T TO MAIINKLER NTAIN THEOPLUMBNESS OF THE STORAGE RACK. NOTES: / 7 3/4" - USE @ ALL THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH v COLUMN/BASE LOCATIONS TYP. (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE REQUIRED BASE PLATE SIZE AND LOCATION. co DESCRIPTION BASE PLATE: 8" x 5" DESCRIPTION COLUMN: INTLK LU70/LU21 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION ROW SPACER NOTES: SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE - ' MATERIAL 3/8" THICK PLATE MATERIAL 14 GA GAGE THK. MATERIAL 16 GAGE THK. O MATERIAL 14 GAGE ATTACH WITH (4) 1/4"0 ASTM A325 SHEAR FORCES AT THE BASE. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THEco NOTES: / • BASE PLATE SHALL BE CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. y- y= ASTM A570, F =55,000 PSI@ STEEL YIELD ASTM A36, Fy = 36,000 PSI BOLTS, (2) @ EACH END 13. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED °i STEEL YIELD ASTM A36, F -36,000 PSI STEEL YIELD ASTM A570, F 55,000 PSI STEEL YIELD y- USE ALL BRACE LOCATIONS TYP. U NOTES: CONDITION.THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION �, TYP. 4 5 SEE NOTE #4 ABOVE FOR ANCHOR 6 DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, --\-1I8" / SPECS. PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN \ \ U 1 3/4" 1 " / WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. in- 1/-1 5/8"-tr.- 14. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN 0.6 M HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. cc) — — — — — — 3 4" THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM 'n ss__ ' I FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE = p 1 , BASE PLATE F.F. TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST �� n 2" .r ' 1 5 8 �` NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE z ED r_-_.-. — PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO 1-11O.A.L. MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. a- +� �� �- '\ 15. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN in " TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. G" 16. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: `) U 9 1/2" - 3 1/4" a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. \_ Li pi' MIN. EMBED. b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND Ix= C. REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS. LI 0 / / C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE, OPERATING CONDITION. — — / d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS J 0 11 �� i , , ( 0 /- ) IN PROPERLY STACKED AND STABLE POSITION. w If / e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. Q ^« I f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST �.J F- 4, .1_ ' POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. `� g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE I -1/2" �' TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR INOTES: HEAVY MACHINERY ARE IN USE. V cO 5/16"0 SAFETY PIN 7/16"O GR 55 RIVET ,' 3" I, CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. >"'" DESCRIPTION 4-PIN CONNECTOR DESCRIPTION 5" BEAM (INTLK 50E) NOTES: DESCRIPTION HILTI KWIK BOLT TZ ANCHOR CC MATERIAL 7 GAGE NOTES:USE @ALL BEAM TO COLUMN CONNECTION USE @ALL 108 MATERIAL 15 GAGE MATERIAL 1/2" X 3-1/4" MIN. EMBED. LU STEEL YIELD ASTM A570, Fy=50,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570, Fy=55,000 PSI BEAM LOCATIONS TYP. ESR# 1917 Z = � N U ¢ " Qz6c o0 m TYPE 1 SELECTIVE RACK TYPE TUNNEL BAY RACK Q cn `,,'-', 6 ,, 108" ,' 10&' 4 / 42.. i, 12" MIN. CC 0) ~ 1 ,0 1w - - n 0 n CD -I \ 0 64" 61" \ Cr 74" \\ A -o \ \ I-- — — . © N 1 " 64" 1S2" 64" - p / w Z 52" / L' w EC w / I �E© PR©FF g 0 w a ._ , --\ kV I ....c?` \A G I N 6',.-0 w 0 > — 0 I 93 62618PE r M CC U- a \ I LL 64" 64" 5. A I u R- • J08 N0. _ 'Zig J �— — — A 00 07/01/2019 �GQIAO 2� LV-050219-2 ,{ ` I ......__.>_ EXPIRES:06-30-2020 FRONT VIEW FRONT VIEW SIDE VIEW SHEET NO. Mingqiao Zhu, PE/P.Eng 1428 N Shevlin Court SED 1 OF 1 DESCRIPTION1 STORAGE RACK ELEVATIONS .,4. W A Sewickley, PA 15143 „