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Report (3) t fZ-021-4056/ OFFICE COPY c o UDocx TEMPLETON PRE-K HVAC TIGARD, OR STRUCTURAL CALCULATIONS DESIGN CRITERIA: DC1 RTU ANCHORAGE DESIGN: RA 1-RA4 (6 PAGES TOTAL INCLUDING COVER SHEET) RECEIVED NO EXCEPTIONS NOTED MAKE CORRECTIONS NOTED MAY 17 Z0Z1 . ❑ REVISE AND RESUBMIT Other design professionals,who are licensed and authorised to prepare such work in the state where the project is located,have prepared these ❑ SUBMIT ITEMS AS NOTED CITY OF TIGARD documents.The documents have been reviewed for general conformance with design and comp)arce with the project contract documents for which Check,ny is only for gevcral conformance with BUILDING DIVISION this firm is designated to be in general responsible charge.Review or the design concept of the project and general acceptance she:l not be construed as relieving the responsible design compliance with the information given in the professional or contractor compliance with the project documents nor contract documents. Anyaction shown is departure therefrom.The design professonai emains responsible for details and accuracy for confirming and correlating their work subject to the requirements of the plans and ID ACCEPTED D ACCEPTED AS NOTED ❑NOT ACCEPTED specifications..Contractor is responsible far dimensions which shall be confirmed and •I M EG correlated at the jobsite,fabrication accesses and techniques of construction,coordination of the work with that of all other trades and the Date Received: satisfactory performance of the work. Date Returned:05.1312021 By:Robert.AAman d e c a.t h e 43(1k" D:scipiine Reviewed: By: "' m Structural 0 Mechanical 0 Electrical 0 Plumbing d Dated: 05.13.21 _c.ivil 0 Technology 0 Other FOR STAMP AOR STAMP April 26, 2021 PROJECT NUMBER: 210 .01 lik4 , yi,,,,,,,,x1::1„,,,,,,,.70::„.,kif;:t �° ARCHITECTURE 1n ai ' ENGINEERING IS,,11 PRO/£ i U PLANNING t� 4 / INTERIORS �,y0 1.Nit� �,ry�r�_r LANDSCAPE , ( 15895 SW 72ND AVE r„ , `� SUITE 200 PORTLAND,OR 97224 S A PHONE:503.226.1285 JP FAx:503.226.1670 EXPIRES: 06/30/21 INFO@CIDAINC.COM WWW.CIDAINC.COM DC` I S OSHPD WIND DESIGN: Templeton Pre-K HVAC V = 130MPH EXPOSURE B 9500 SW Murdock St, Tigard, OR 97224, USA Latitude, Longitude: 45.4127553, -122.7747267 SW Pembrook St SW Pinebrook St. S`€ .fi turr?o,P ,# lriora tesign 61teritrs James,Templeton Elementary School Pet Pals of Portland ak W a :, Go " le Map data 02021 Date 4/26/2021,3:19:28 PM Design Code Reference Document ASCE7-16 1110 IE = 1.0 per ASCE 7-16 section Risk Category 13.1.3 for mechanical design Site Class D-Default(See Section 11.4.3) Type Value Description SS 0.851 MCER ground motion. (for 0.2 second period) Si 0.392 MCER ground motion. (for 1.0s period) SMS 1.022 Site-modified spectral acceleration value SMi null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.681 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.388 MCEG peak ground acceleration FpGA 1.212 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.851 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 0.962 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.392 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.453 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.6 Factored deterministic acceleration value.(1.0 second) RA I CIDA TEMPLETON PRE-K HVAC LAJ TEL: (503)226-1285 4/26/2021 FAX: (503)226 1670 MECHANICAL UNIT LATERAL FORCES - RTU 7&8 Wp:= 12751b Weight of unit Wca:= 1221b Weight of curb adapter We:= 100lb Weight of(E)curb Wt Wp+ Wca+ We Wt= 1497 lb L:= 89in Length of unit L := L Length of Curb wm:= 59in Width of unit wca:= 50.5in Width of curb adapter hm:= 51•in Height of unit wc:= 64.75in Width of curb hca:= 12in Height of curb adapter hc:= 14in Height of curb hmc:= hm+ hca+ he hmc= 77 in Height of unit,curb adapter and curb SEISMIC PARTS AND PORTIONS (TIGARD, OR) Mapped Ss:= 0.851 site dass=D Sins:= 1.022 Design Sips:= 0.681 h:= 20ft Ip:= 1.0 ap:= 2.5 Rp:= 6 z:= h Air side HVAC component 0.4 ap SDs•Ip z 1 Fpunit • 1 + 2 W 434.141b 0.7 F Rp h) P F hunit= punit= 303.91b 0.4 ap•SDS'Ip I z FPadapter R 1 + 2- h i(Wp Wca) FPadapter=475.68 lb 0.7 Fpadapter= 332.97 lb P 0.4 ap SDs'Ip z Fptota► R • 1 + 2 h Wt Fptotal= 509.73 lb 0.7 Fptotal= 356.81 lb WIND LOAD: BASED ON 2012 IBC/2014 OSSC Vas:= 130 Exposure B Kd:= 0.85 Kh:= 0.7 Kzt:= 1.0 GCr:= 1.9 GCr vert:= 1.5 q2:= 0.00256•Kh•K2{Kd•V3s2•psf F:= GC,:q F=48.91 psf Pwin _unit F'L'hm Pwind unit= 1541.68 lb d Pwind_adapter F L•(hm+ hca) rwind_adapter= 1904.43 lb Pwind total F L.hmc Pwind total=2327.64 lb \\Server5\cad\adcadd\21\00000-2021 Mechanical Projects\0-.01 Templeton Pre K HVAC\Structural\Lateral-RTU 7 &8.mcd RA 2 CIDA TEMPLETON PRE-K HVAC LAJ TEL: (503)226-1285 4/26/2021 FAX: (503)226 1670 WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fvert qz GCr vert Fvert= 38.61 psf Pwind unit vert Fvert L''wm Pwind unit vert= 1408.04 lb Pvert_unit 0.6Wp-0.6PN ind_unit_vert Pvert_unit=-79.82 lb <0,Net Uplift Pvert_ad 0.6(Wp+ Wca)- 0.6Pwind unit_vert Pvertad=-6.62 lb <0,Net Uplift Pvert total:= 0.6(Wt -) 0.6Pwindunit vert Pvert total= 53.38 lb >0,No Net Uplift OVERTURNING-UNIT TO ADAPTER LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturninq at unit to adapter SEISMIC-Overtuminq at unit to adapter (him) hm Mot seismic unit Fhunit Mot wind unit Pwind unit 2 - - \ 2 J Mot_seismic_unit= 922.54 lb ft Mot wind unit= 3276.08 lb ft (0.6Mot_wind_unit) Pvert_unit (0•T Mot_seismic unit) (0.6-0.7 0.2•SDS)•Wp Fup_wind_unit:_ - Fup_seismic_unit Wca 2 Wca 2 Fup_wind_unit= 507 lb Fup_seismic_unit=-168.27lb 0.&Pwind unit=925.01 lb 0.7•Fpunit= 303.9 lb WIND GOVERNS UNIT TO ADAPTER ATTACHMENT Design attachment for 926 lb sliding and 508 lb tension at unit to adapter connection-18GA adapter 0.6 Pwind_unit= 925.01 1b Fup_wind_unit= 507 lb Try 18GA x 6"clip with(4)#10 screws per clip VcLIP:= 4711b SHEAR CAPACITY OF CLIP 0.6Pµ ind unit <1.0,Clips Adequate USHEAR�= LJSHEAR= 0.491 p q 4.VCLIP Fup_wind unit <1.0,Clips Adequate LJUPLIFT�= UUPLIFT= 0.54 p q 2•VCLIp Use(2)18GAx 6"clips per side-Min.(8)total \\Server5\cad\adcadd\21\00000-2021 Mechanical Projects\0-.01 Templeton Pre K HVAC\Structural\Lateral-RTU 7 &8.mcd RA3 CIDA TEMPLETON PRE-K HVAC LAJ TEL: (503)226-1285 4/26/2021 FAX: (503)226 1670 OVERTURNING-ADAPTER TO CURB LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at adapter to curb SEISMIC-Overturning at adapter to curb hm+ hca "hm+ hca Mot_wind_adapter = Pwind_adapter 2 Mot_seismic_ad FPadapter 2 / Mot wind_adapter=4999.13 lb ft Mot_seismic_ad= 1248.66 lb ft (0.6Mot_wind_adapter) Pvertad (0•7'Mot_seismic_ad) (0.6-0.7.0.2•SDS)'(Wp+ Wca) Fup_wind_adapter — 2_ mi Fup_seisc_ad = W W — 2 c c Fup_wind_adapter= 559.2 lb Fup_seismic_ad=—190.52 lb 0.6 P — 1142.66 lb 0.T FPadapter= 332.97lb wind_adapter— WIND GOVERNS ADAPTER TO CURB ATTACHMENT Design attachment for 1,143 lb sliding and 560 lb tension at adapter to curb connection—18GAcurb 0.6 Pwind_adapter= 1142.66 lb Fup_wind_adapter= 559.2 lb Try#10 SMS from adapterto curb: nsms:= 3.0 5301b Vsms allow Vsms allow= 176.67 lb sms 0.6Pwind_adapter USHEAR = 12 Vsms allow USHEAR=0.539 Fup_wind_adapter UUPLIFT UUPLIFT=0.53 6•Vsms allow Use(6)#10 SMS per side—(24)screws total \\Server5\cad\adcadd\21\00000-2021 Mechanical Projects\0-.01 Templeton Pre K HVAC\Structural\Lateral-RTU 7 &8.mcd RA 4 CIDA TEMPLETON PRE-K HVAC LAJ TEL: (503)226-1285 4/26/2021 FAX: (503)226 1670 OVERTURNING-CURB TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at curb to roof SEISMIC-Overturning at curb to roof h 'mc hmc1 Mot_wind total:= Pwind_totar 2 Mot_seismic_total Fptotal' 2 Mot wind total= 7467.84 lb ft Mot seismic total = 1635.38 lb ft (0.6Mot_wind_total) Pvert_total (0.7'Mot_seismic_total) (0.6— 0.7.0.1 Sim)'Wt Fup_wind_total:_ — Fup_seismic_total:_ — Wca 2 Wca 2 Fup_wind_total= 1038.03 lb Fop_seismic_total=—105.71 lb 0.6 P 1396.58 lb 0.7.Fptotal= 356.81 lb wind total= WIND GOVERNS CURB TO ROOF ATTACHMENT Design attachment for 1,397 lb sliding and 1,039 lb uplift at curb to roof connection O.&Pwind_total= 1396.58 lb Fup_wind_total= 1038.03 lb Try#10x3"Wood Screws dscrew:= 0.19in Screw diameter 2 lb Lscrew:= 3in Lthread:= Lscrew Lthread=2 in wthread:= 135•— withdrawal capacity per inch 3 in LP:= Lscrew—0.25in Lp=2.75 in Lp=screw length-curb thickness LP >1.0,Screw has full shear capacity C :_ C = 1.45 p• 10•dscrew Vallow:= 1.6.1161b Vapow= 185.61b Tallow:= 1.6•Lthread'Wthread Tallow=432 lb 0.6'Pwind_total USHEAR Vallow = 0.752 F allow up_wind_total UUPLIFT:= UUPLIFT= 0.48 5 Tallow Use(5)#10x3"wood screws per side—(20)screws total \\Server5\cad\adcadd\21\00000-2021 Mechanical Projects\0-.01 Templeton Pre K HVAC\Structural\Lateral-RTU 7 &8.mcd r y " CUSTOM MECHANICAL EQ M T. RECEIVED shall be on job site. SCREENING SUBMITTAL `SUN 3 0 2028 CITY OF TIUHit, f Aft _w u, BUILDING DIVISION P l . ..f '� ${,T 5 y I { k.: f ' xv 9 �9 /// Y I PROJECT NAME: TEMPLETON PRE K PROJECT LOCATION: TUALATIN, OR PLEASE REVIEW THE DRAWINGS DOCUMENTS WITHIN CAREFULLY VERIFY THE CORRECT MODEL(S)OF RTU(S)AND UNIT DIMENSIONS ARE SHOWN. VERIFY THE SCREENING WILL NOT INTERSECT EQUIPMENT, PLUMBING, ETCETERA ONCE INSTALLED. FABRICATION WILL NOT BEGIN UNTIL AN APPROVED SUBMITTAL HAS BEEN SIGNED AND RETURNED TO CME. ANY ALTERATION FROM THE SIGNED SUBMITTAL DRAWINGS WILL REQUIRE REVISED PRICING AND/OR A CHANGE ORDER TO COMPLETE. BY SIGNING YOU ARE CERTIFYING THE INFORMATION WITHIN IS CORRECT AND ACCURATE. APPROVED By: (SIGN)tJ EL _ (PRINT) a 1\ � C COMPANY: e ic�r) t'[ fi n P 580-762-41 14 F 580-762-41 17 2101 HALL BLVD PONCA CITY, OK 74601 WWW. ,'.sr t IZ 6/15/2LT021 ONE.COM % 4 4 ,; SCREENING STRUCTURE: • EXTERIOR: SCREENING SHALL BE CONSTRUCTED OF HIGH RIBBED,COLOR FAST,26 GAUGE STEEL SIDING AND TRIM. 30%SILICONIZED POLYESTER, MINIMIZES CHALKING AND FADING BY RESISTING THE DETRIMENTAL EFFECTS OF THE SUN'S UV RAYS, RAIN, HUMIDITY AND WEATHERING. SUPERIOR ABRASION RESISTANCE ALLOWS OUR PRODUCT TO ENDURE THE PHYSICAL ABUSE OF INSTALLATION WITHOUT CRACKING OR MARRING. • STRUCTURE:WELDED LIGHT WEIGHT ALUMINUM CONSTRUCTION DESIGN CUSTOM MADE TO FIT EACH CABINET'S ACCESS POINTS WITH REMOVABLE DOORS. SMALL UNITS ARE FULLY ASSEMBLED IN THE FACTORY TO ALLOW FOR A FAST AND EASY ONE PIECE INSTALLATION. LARGE UNITS ARE MANUFACTURED IN SECTIONS FOR EASE OF INSTALL. • MOUNTING: SCREENING STRUCTURE IS SUPPORTED BY ROOF TOP UNIT AT EACH OF THE FOUR CORNERS. INTERMEDIATE SUPPORT IS PROVIDED ON ALL SIDES OF SCREENING SPANNING GREATER THAN 108". WE CAN PROVIDE A POST MOUNTED SCREENING OPTION,HOWEVER POSTS ARE TO BE SUPPLIED AND INSTALLED TO BY OTHERS. • FREE AIR CLEARANCE: FREE AIR SPACE AT THE BOTTOM OF EACH SCREEN IS DETERMINED BY SUBTRACTING 3" FROM THE OVERALL CURB HEIGHT. • COLOR: STANDARD COLORS ARE INCLUDED, PREMIUM COLORS CAN BE ORDERED FOR AN ADDITIONAL COST. CUSTOM COLOR OPTIONS ARE AVAILABLE AT AN ADDITIONAL COST. • INSTA.LLATION: FACTORY INSTALLATION OF SCREENING IS AVAILABLE FOR AN ADDITIONAL COST. f 1 1 E% } 3 ; .71 � ` i x 3 1� I N3' A • , , r'- . , p s ; L' te 4 , p.,, El, t If,, ,f i f i - ,4 , j4 If ' # Y ,�' , x '16* , t ` -.w.., 6/15/2021 1411.4100° "U. • • °,1:0Zre.4 '7120, CHARCOAL 111 GRAY COLOR 2101 HALL BLVD PONCA CiTY, OK 7460 CMEMULTIZONE.COM qh.Store e ^ yy Ash.G., Br, reds!s Cocoa Brow- Cr',So'Red B cry Gallery Ste- • • .p. requ Sr PROVIDE LEAST COAITP1.)NEL OPTION. IF SAME COSAII-epbR,O.ny E AGRI-RIB PANEL 36 Cc...g. ;fr •lgt.e TN. METRL IS C ,uff • - • We usea few ci:fferent vendors far screening pond and color options, all s co tandard quotes include a PBR panel and any Eta ar d lor other panel and color options or available_for an upchorge. ccPleas or,ta:t your CIVIE representative or call 580-762 4114 wits any questions obeut coiOr and panel optgons, 0 C Cl, 0 o zz N m I" e 90 DEGREE KICKER PLATE o 0 D 36 28.200 0 JACKSTAND 0 _ rn o O r I �D 36" REMOVABLE DOOR 1)0) � m tY ��* iv�l CD i FARO 401) •A- m `,��.��j 1 -- 36"—� 1 z 48" ��i- 58 2 136 2 OD 878„ 0 11,'O�Oa O�Il1m 0 `!'\ m DNf�IO? ori y \ O _` o= 1 m000mIN n 42" 3D 30ip O Zm r01'4 �� ° Ns P 0 O O O N myD �m o 2N, O 4 D 2 fD u S 2 m 13 0 * LI 1718�� Z m z wi T. o 0 N 1. L Z m m Z 2 a 2 \ <n O -, �I um o o m E, m t 875„ 582" m J Z 0° la3m 7o ro m N in n o — 88 8" — 59 2„ O z COLOR: TO BE DETERMINED PANEL TYPE: VERTICAL PBR STANDARD COLOR N 0 5 4 3 2 1 . 0 c cn , —1 7 o 0 N n O 1 e 90 DEGREE KICKER PLATE ^mD0 I t 0 0 D 36 28.200 JO JACKSTAND `- r 0 0 O r M y or ' OD 36" REMOVABLE DOOR Nrnm m AT* • C) Z 48" — `,�tf 582, �36"� 1362" OD 878„ — 0 -mum o ,a NmDm z v O =Ng�z1Bo � J t c�Z=gr03D < m0oomnza a ��_•26a 0 42" ;gym>�o=s ZOSAZ�mZ z N;1AD 4 T 0 O O O O z›z- m0 y 1 D = D ° 1 m p 5 z -0 n Z 171 " x $ m m a o m (- z D r r D I m F m 2 2 O• P ��-�� N O I m878 , 582'D v r2 O z A U 49 „ 3„ 498"4 34 0 N A 0 88 $„ 592„ O Z — N COLOR: TO BE DETERMINED N 0„ PANEL TYPE: VERTICAL PBR STANDARD COLOR 5 4 3 2 1 n C (I) C -ril O K xzT,- • N m �I II �� mu� n — I EACH JACKSTAND IS 9 o { D z PRELOADED WITH 50-150 LBS °' CO USED TO LEVEL SCREEN WALLS N r AS WELL AS SUPPORT - 4- . t P -0 UNBALANCED LOADS CREATED BY VARRYING OFFSETS OR FOR z SCREENS WITH LESS THAN 4 SIDES m z H ALL JACKSTAND MATERIAL: 6063-T52 m❑E❑1>'10r! ALUMINIUM TUBE AND PLATE O+��n m 2 I m V _�❑Z yy H, m O °E m s<C A ❑i Z Z a>❑Z Z A Z4 > Z n n=p m C i° > °i ° "n N z z may o 0 ❑ z zm moiomo °n c i z 0 z i ❑ A ❑ JACKSTAND SLIDING COLLAR AND MOUNTING BLOCK i n m Z Z p ° I o m L L• / Nt N z n P II A A " 9/16 RUBBERIZED PAD z in inROOF LINE = Iv n i _ ❑ m N N D ❑ ❑ m 1 1 11 m A L 2 n y a ❑ i n N Z 1 m o D N Z 3" H- H2' 1h— i ❑i I �l ❑ _, ' 0 12" TO36" r to T n 4�1 0 A X 5 _— Z I —II-1 2" COLLAR DETACH— I 2 IL /I1x61I _ -_�{II Vh II"�_ ❑ A > O` 5 4 3 2 1 n c m o KICKER OFFSET ALLOWS Ill o 11014., CROSS BRACE TO INSTALL o n N m WHERE UNIT HOOD OR ^ no ° 1 DISSCONNECT CAUSES o o I z CLEARANCE INTERFERENCE NO) W I- —0).0 El —•O _C Z ` On A,ma1p.nm O xx�roxmoz a onZ=yDO �g/H � �� KICKER OFFSET PR0360 pppr UmD . wiZm2y n �`, ''� �n-�iz��mz o �� n � ;�mn to p 0.'' :'_ 2pF nmZ mz `- p-12 N1 .n Z>< ° NRC)360 z O p m A m v 2 F m Z O m , z n * 3 m m Z z k a m n, r.i m N " ``• O m O S. Nit o < & m A 0 4, � — p JV o °- O D ITI s ., r n X t INSTALL KICKER OFFSET WITH (4) 3/8" SELF-TAPPING SCREWS DETAIL B 'X o INSTALL PRO360 WITH (4) 3/8" SELF-TAPPING SCREWS SCALE 1 : 4 ALL TUBES ADJUST TO LEVEL AND PLUMB SCREEN WALL PR0465 PRO425 g ALL TUBES REQUIRE (3) 3/8" SELF-TAPPING SCREWS N O PRO425 & 465 REQUIRE (3) 3/8" SELF-TAPPING SCREWS 5 4 3 2 1