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Plans t 16.I riwwir . Structural Civil Engineers beiNsill STRUCTURAL CALCULATIONS al 001mcm > 0 > 1 > FOR Do -„ z80c010 o b m o c d HALL BLVD BUILDING n o c m > z z D -1 MECHANICAL UNIT ANCHORAGE • mozO) oo I� r4A * b p9 X 0 0 72 o z 2 o ® 11565 SOUTHWEST HALL BOULEVARD iS $' R.44. g 0 4 n > - a _ D '0 TIGARD, OR 97223 * • moC to " R 4. :71 � zrn � � � JULY 18, 2019 0I'� � 44, o -.4Juz - � ... ,gin z .., GINF`�9 cos�,i� 0 d 4 cx.- S4:•5PE r [�f j/ it? 1 C,� 8 -..t<1 v gyp': u, ft d 6O % 09,7 06\ g, 4 ,.EtPIR S: 063 n _Q DESIGN PARAMETERS: 2014 Oregon Structural Specialty Code -„I a �A > 0n � CWIND Q C BASIC WIND SPEED 120 MPH 0 m r W b m --4 EXPOSURE B CO Dm cpni A - 1mSEISMIC 0til , OC ' T - MAPPED RESPONSE Ss=0.977,SI=0.424 o t- nZo r n 'o C SITE CLASS D QOZZ WQ Q IMPORTANCE IE= 1.00 7d 0 •Ci) Z Z-I _n > I JONTENTS: 4 ,` ,,,,, r-I -< Z > CALULATIONS C-1 to C- Ifl Z 3-1 co A '< ® r •,.. STRUCTURAL NOTES SN-1 Q --I 1 STRUCTURAL DETAILS SK-1 V b 0 n Z r b z - dttZ r ›' 6443 SW Beaverton-Hillsdale Hwy,suite 210•Portland,OR 97221 •ph:503.203.8111 •fx:503.203.8122•www.wdyi.com 7/18/2019 U.S.Seismic Design Maps OSHPD A i , Hall Blvd Building 11565 SW Hall Blvd, Tigard, OR 97223, USA Latitude, Longitude: 45.4365069,-122.766119 . ! _ \:,:,::::,,1 -<`l (N ' N • , '''Smart Foodservice Brahma Premananda , \--:::::::„:7.:,,,,, !! Warehouse Stores iT. \\''';:•-•NN,.. ., I in '-- . !,NWpst.side Christian ..... High School T Q \, \.,.... i . Chevron Tigarc . 1 .o; ,y ,d ; ... . : \ '.- •v 0 ! I. , Wells Fargo Bank %.7oogiei \\ \,N,,,,-• Map date©2019 Google i .. .__ . ... 1 Date I 7/18/2019,10:39:25 AM I Design Code Reference Document - ' '' : - ' ASCE7-10 Risk Category II Site Class D Stiff Soil _ — .._....._ 511139 Value Description i Ss 0.977 MCER ground motion.(for 0.2 second period) 1 S.1 .1 0.424 ..- ': MCER ground motion.(for 1.0s period) :' 1 Sms 1.083 Site-modified spectral acceleration value SMI : - •• 0.668 : • Site-modified spectral acceleration value i i SDR 0.722 Numeric seismic design value at 0.2 second SA A 1 1 Scd ' '•'. 9445 - : ' . Numeric seismic design value at 111 second SA ! - Type Value Description I 1 SDC D Seismic design category - : Fa 1.109 Site amplification factor at 0.2 second - I 1 Fy 1.576 Site amplification factor at 1.0 second PGA 0.427. .. NICER peak ground acceleration - .: FPGA 1.073 Site amplification factor at PGA PGAM 0.458 - Site modified peak ground acceleration 1 TL 16 Long-period transition period in seconds SsRT . 0.977 Probabilistic risk-targeted ground motion.(02 second) ISsUH 1.088 Factored uniform-hazard(2%probability of exceedance in 50 years)Spectral acceleration 1 SsD 2.361 Factored deterministic acceleration value.(0.2 second) I. I S1RT 0.424 Probabilistic risk-targeted ground motion.(1.0 second) I 1 A ; 1i S1UH 0.487 Factored Uniform-hagard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.77 Factored deterministic acceleration value.(1.0 second) ! i . ! PGAd 0.863 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.898 Mapped value of the risk coefficient at short periods https://seismicmaps.org 1/3 7/16/2019 11565 SW Hall Blvd Google Maps Go gle Maps 11565 SW Hall Bivd 11565 Southwest Hall Boulevard Tigard, OR 97223 USA RTU #6 t 4 «, - , ' ...v. ... _,..------ .4. 1,,,,.,- . , - . A °./ . .... 0' . '° ' ',. - . .. t°''''' 4 Bit, ' ...el.:. ::7.,..c.;,..7 -;.*.,,,JE.,... II ( �� err ;"v� .... ,,. .,.,.:1, a1, - ,..,,,- ., 7.,ii,„„,,—,- ......, '-:,:,- Ni ' . ' . - .31t4i.- '' a°.a".""" *"."-00 at. A li".7- 4. *" ,,,t,i,‘ a.. „_. ► . err: - '' r . ',,,,,t,!", per, ,g tl� 2�P� >r ,..A ' {iv, tea. ,,F` ,� Q� � �,'. '3 1 rYx:' 1 -.w- '''' ‘,..,' 'i,,,,:::1,'''''''. ' ::., tr , , ..., ,.......„_ .... ' ria. 4.w " # !" y - r Ac r;.tV�eC er. a r.. ,,A „ ,� ... �_.,"'.... �ff" �: '. .. ."" ''+� �'�,� ,u: ". ..--ti,,,"' .„;<'� '�`x , . .., ' 44.. . , 4.1. . .. 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' a � � .....qt__. � .� ' mak:` e '-f.,-f. m ,°' s.c ""ds l -»- ,. ♦, - avert ',.., - � � •'��.°`9 »a fir: ;* � a. 4. ,Rn ! v �,._., i . « t « "' T.11/7•,/f - :."1 r a Viµ, a ...0 ' --. ` A +Y -�,.� � t ,Goode w 'R S f W� "A='Sw:�te '.$f�aY" A i' "Y' i n�' ..�t a. t Jri y 4 Imagery©2019 Google,Map data©2019 Google 10 ft https://www.goog ogle.com/nnaps/p !1 e3!4m5!3m4!1 s0x54950ce75ab79b6f:0xd573a058f354ddd4!8m2!3d45.43... 1/3 Crystal Distribution,Inc. 17560 Tyler Street NW Elk River, MN 55330 CUSTOM CURB ADAPTERS Phone: 763.391.7790 Toll Free: 1.888.234.7001 • CDI QUOTE #1362794 Date: 07/12/2019 Distributor: Matt Jones (AIREFCO) Job Tag: 3 t hp evergreen Distributor PO: CURBS Line Quantity CDI Part# Description Tag A 1 1-4740-4023 Curb Adapter Old Model: 655A036 New Model: 50VTC36 (LARGE CURB) Top Brace; Insulated Condenser Panel (where required); Fully Insulated (1" Duct Liner R Value 3.85) Thank you for choosing CDI, Joshua Eastman • NO.REV. DESCRIPTION ' DATE APPRV CDI EXISTING CURB VERIFICATION 01 INITIAL DESIGN 11/18/2094 02 UPDATED ADDRESS 6/185D00T PLEASE DO NOT USE UNIT DIMENSIONS A B C D A - i 1 C E F G H E D } ' /' I 1 F i B it A 1 H C A B C D D '',' 5 ? , Li i I ill E F G H ---F PLEASE FILL IN CURB DIMENSIONS "A" THROUGH "H" G - AND NOTE RETURN AND SUPPLY, FEEL FREE - H TO CALL(1-888-234-7001) WITH ANY QUESTIONS Please also note the following information - Note any obstructions near the existing curb (EX. Wall, APPROVALS DATE E. Other units, Hoods, etc) e.... oolivares 6/24/2011 CDI EXISTING CURB - Note any height restrictions. .o- VERIFICATION - Note existing curb height. -- 17560 TYLER ST NW 9959 .�. CDIELK R - MN 55330 9999 763 391-7790 «--Me I'�� �763j391.7851 Fco tl acnu 1:15 I axeer. , ov 1 DIMENSIONED AND TOLERENCED PER ANSI VIA.51M1982 REVISIONS REV. DESCRIPTION DATE APPROVED Attn Tag 1 INITIAL DWG 3/7/11 SRP 2 REMOVED TOP OUTER FLANGE 10/20/2011 GKF 311/16" - Approval: � 046, RETURN AIR - 16 1/4" —.I .F 1 1/4" 21/4" n `I ', i SUPPLY AIR 17 5/8" „��� r' EXISTING CURB LAYOUT .... ._ ,,,,,7,- 1 -„, , ,,,,,,4 1 30 9/16" .ss8i, 123/16" f `� 0,11111111111111 - 2 1/4" /�I 2 1/4"--.I INSULATED COVER I 21+/4° Alt" INSULATE BACK WALL Z > 16 3/4" Ct SOLID FLOOR HERE a m ec N 361/4" 1. 46 1/16" I irI r' 42 3/16" • I•�- + 433/16' ,l 5" I 1 I \ 12" / 11 F 44 11116" 1 1 3" L. 37 3/4" -� CURB WEIGHT COS.) APPROVALS RATE TPLR 1-4740-4023 CURB SHOWN IS CDI STANDARD CONFIGURATION 121.10 °A" chanson Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT T 0. A 1.1.5"ADDED TO OLD CURB O.D WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A °"''°""""'""` Thursday,June 12,20147:5:26 AM 2.MATERIAL 18 ga.GALVANIZED STEEL17560'VERIFY-EXISTING CURB OD �.-,�, „�„ANE o,a,„Ng XO., 3.GASKET PROVIDED WITH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED 'VERIFY ANV SUPPLY RETURN OPENINGS J°'"'0°' ^,ro'e„o E ELK RIVER,MN 55330 1-4740-4023 4.INSULATION:1”1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. -CALL WITH ANY QUESTIONS _ . 71:0- '" CDI 763391.7790 ec°r. -FAX BACK IF DRAWING IS OK AS IS nATm.AE (763)391-7951 SCALE. 1;12 I MEET. 1 on 3