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Specifications ME ,2nc9 - 00 750 15 875 stn/ 79 A-vv TM RIPPED 7650 S. W.Beveland St. Tigard, Oregon 97223 Phone: (503)443-3900 -- CONSULTING ENGINEERS Fax: (503)443-3700 STRUCTURAL CALCULATIONS PROJECT: MOTHER'S MILK RTU LOCATION: 15875 SW 74111 AVE. TIGARD,OR 97224 4,0 10IM;,"- -qtr. CLIENT: PACIFIC CREST STRUCTURES 4 DATE: OCTOBER 16,2019 EGO PROJECT NUMBER: 19353 s, 4Y2 1 ��$ c�' WARD*Sk itgMa08-30,- io 1 TABLE OF CONTENTS: ITEM SHEET NUMBER GENERAL NOTES N1—N2 SITE PLAN SP1 SKETCHES SKI—SK4 CALCULATIONS Cl—C10 DESCRIPTION: THIS DESIGN PACKAGE INCLUDES SKETCHES AND CALCULATIONS FOR ANCHORAGE OF ONE(1)ROOFTOP UNIT AT THE ADDRESS NOTED ABOVE.SKETCHES INCLUDE THE CONNECTION OF THE UNIT TO CURB AND CURB TO THE EXISTING STRUCTURE. GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN: ROOFTOP UNIT= 1010 LBS(UNIT+CURB) (580JEO8D125A2A0AA) SEISMIC IMPORTANCE FACTOR le: 1.0 SITE CLASS: D (ASSUMED) SDS=0.683 EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. METALS: ALL MISCELLANEOUS STEEL:ASTM A36(Fy=36,000 PSI), OR AS NOTED ASTM A572(Fy=50 KSI). WELDING: PER AWS STANDARDS. E70XX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. DESIGN, FABRICATION,AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF 15% BEFORE INSTALLATION OF GYP. BOARD AND OF BRICK VENEER AND VERIFIED BY THE GENERAL CONTRACTOR. GRADES SHALL BE NOTED ON THE PLANS: FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. DO NOT INSTALL 0.148"x 1 1/2" NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE PLANS&DETAILS. NAIL CALLOUTS SHALL BE INTERPRETED AS FOLLOWS: NAIL CALLOUT DIAMETER LENGTH 8d COMMON 0.131" 2 1/2" 10d COMMON 0.148" 3" 16d COMMON 0.162" 3 1/2" 16d SINKER 0.148" 3 1/4" MECHANICAL: THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL, PLUMBING, FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE I K TM RIPPEY " lYl Consulting Engineers — By: KMJ Date: 7650 SW Beveland Street MOTHERS MILK RTU Chk By: Date: Suite 100 Tigard,Oregon 97223 Job#: 19353 Phone:(503)443-3900 Sheet: N1 Of: NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR . SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. INSPECTION: SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1704 OF THE IBC AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE AREAS INDICATED BELOW: A. WELDING(PERIODIC) THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT COMPLYING WITH THE PROJECT SPECIFICATIONS AND/OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD THEN THE WORK WILL BE CONSIDERED NON-COMPLIANT. TM RIPPEY _i 1 L1 Consulting Engineers By: KMJ Date: 7650 SW Beveland Street MOTHERS MILK RTU Chic By: Date: Suite 100 Tigard,Oregon 97223 Job#: 19353 Phone:(503)443-3900 Sheet: NL Of: Y LS "'fi' � m M a,. -j titer APPROX. AREA , , OFWORK � " � v �l S9- MODE 7,5T RTU 74". A; ' � MODEL NO: 58OJEO8D125A2AOAA UNIT WEIGHT: 884 LBS. '-3.5,i',-.1,.*, CURB WEIGHT: 126 LBS. £ '' SEE 1/SK1 FOR ROOF FRAMING € PLAN. , ¢�-;� is S ;-: r x •.' E--,--:_) SITE PLAN A ADDRESS: 15875 SW 74TH AVE. �T TIGARD, OR 97224 1'� 1M TM RIPPEY BY KM DATE DATE coxso[carcnvcnvgas MOTHERS MILK RTU CHK BY DATE 7650 S,W.Beveland St, Suite 100 pg No 19353 Tigard, Oregon 97223 Phone(503)443-3900 SHEET SP1 OF by p �7 pv 2! ,26 • 0" i �, .11 r r r i \\ri: ,1,_ 7.5T RTU (WGT. =884 LBS.) ai _ I II l f. .1m i I I IIN SEE 1/SK2 FOR UNIT k FRAMING PLAN ..e 4--21' +/- 1 (E) 36LH JOISTS 9 III ' 7 @ 10'-0"O/C _____,41() 2x6 SUBPURLINS @ 2'-0" O/C, TYP. __k1 b! I i : NN i 0 1 ;,'° ----t 1 IK, i I ss p 91 � a EXISTING DRAWING FOR i cb`'"--i i i i p REFERENCE ONLY. l.RR ® I ' 4) 0 ® ° 0 0 AN goROOF FRAMING PLAN TM RIPPEY By KMJ DATE 1 CONSULTING ENGINEERS MOTHERS MILK RTU • CHK BY DATE 7650 S,W.Beveland St,Suite 100 JOB NO 19353 Tigard, Oregon 97223 Phone (503)443-3900 SHEET SK1 OF (E) OPEN WEB STEEL y JOIST PER PLAN, TYP. W/1 3/4" LVL NAILER (E) SUBPURLIN PER PLAN, TYP. NEW 4x8 D.F. #2 HEADERS. HANG FROM (E) JOISTS PER DETAIL 1/SK3 EACH END. ALIGN CURB ON NEW LOCATE HEADERS WITHIN 6" HEADER. OF (E) JOIST TOP CHORD PANEL POINTS. (VERIFY CUT EXISTING SUBPURLINS AS PANEL POINTS ALIGN INNECESSARY FOR ADJACENT TRUSSES) DIST. 01ST. INSTALLATION. HANG CUT END • ,}` / FROM NEW W SIMPSON 'LUS HEADERS 26' HANGERITHS11111— . ••=1 RIM NM PM TYP. EACH SIDE OF UNIT. RTU i 1 TYP. SK4 (BY SUPPLIER) L... MI NM 4. NEW 4x6 MINIMUM D.F.#2 D HEADERS. ALIGN CURB WITH ® HEADERS. HANG FROM NEW 4x HEADERS WITH SIMPSON 'LUS46' HANGERS EACH END. NOTES: - INSTALL ALL NEW FRAMING PRIOR TO INSTALLING CURB - ALL WATERPROOFING IS BY OTHERS - EXACT LOCATION PER MECHANICAL PLANS 00 FRAMING PLAN AT RTU SK2 N.T.S. -� TM RIPPEY BY KMJ DATE l�(1 CONSULTING ENGINEERS MOTHERS MILK RTU _ CHK BY DATE 7650 S.W.Beveland St,Suite 100 SOB NO 19353 Tigard,Oregon 97223 SHEET SK2 OF Phone (503)443-3900 4 34' 2' 2' 34' 4" 3/4' 2' 2' N1 / / / / / / / / 7 it 35ia' CLR. fE 3f6xREQ'D WIDTH xl'-3". SEE NAILER TYPE TABLE. "A"—\-- \ "B" \ ® ® 9 ® :• *12 SCREWS "A"__ W/ l�i�" MIN. EMBED, TYP. it.. . 1,6 / NEW 4x INCHES MEMBER CLEAR --\-- I I01111Iiiii' is' "mow_ 11/2" - BENT fE �iI \ \ .. J 34,x2xREQUIRED r (SEE CLEAR DIMENSIONS) NAILER TYPE "A" 'B" 'C' INCHES LUMBER )(2"� 13/4" LVL 5/3" 1/2p' 1/411 4x5 SECTION N.T.S.AA 4111) FRAMING BRACKET fTM RIPPEY BY KMJ DATE CONSULTING ENGINEERS HUNTER-DAVISSON - CORNELIUS 76 STATION CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 19116.13 Tigard, Oregon 97223 SHEET SK3 OF Phone (503) 443-3900 311 EQ. SPACED Ik4r. BOTH WAYS ige MECHANICAL UNIT 611 v5 BY OTHERS —_- 16 CSA. CLIP N.T.5. 16 GA. CLIPS W/ (8) *10 TEK SCREWS PER CLIP, (4) CLIPS REQ'D. SEE DETAIL 'A' FOR 1,0-14. 1'-0", TYP. CLIP LOCATION WOOD BLOCKING REQUIRED CLIP LOCATION FLASHING= AND INSULATION MECH. UNIT NOT SHOWN FOR CLARITY --- PLAN N.TB. a W PROVIDE 010 SCREWS 2'-0" 0/C AND AT 6" FROM ENDS OF CURB. MINIMUM 11i2" CENTER CURB ON NEW EMBED INTO STRUCTURAL STRUCTURAL MEMBER MEMBER, TYP. I SECTION AT CURB SK4 SCALE: 11/2" = 1'-0" 1MTM RIPPEY _ BY KMJ DATE CONSULTING ENGINEERS MOTHERS MILK RTU CHK BY DATE 7650 S.W.Beveland St, Suite 100 JOB NO 19353 Tigard, Oregon 97223 Phone (503) 443-3900 SHEET SIK4 oF__ \KNIT kA) -1 = SS UART. WIT _ \2.1,P t � (19 n CA-P,0 IOt0 u ;. SO: N;)L_ 12- vsk-- s-111 'kWr SkvAsilkW (KW%, -1-'- 310p\. 4 -tui' ChOYo. (!t "tet` Soo kVA. pt, toad ar131-0hot. !=-- 01° \F�( 3� /9 = 193'k.g i •�'} DL �r�a�u�stct Gone) = 5(#14 Ibs, IStei)(2-0)(`‘),=)/(.3 = 1.9 1tYtnc.st& Cf. -eXi5-- raw y c - ate- i01 rv. ) q Nam) €1.16 /`hi-gb itr�i ' QL - IU In�2-� 1��3� = (09 elf st.-(z ( .1(#12)=tet pts Yr ttc-x.uiV4,K. L = l'7140(2)= 2'PIf SL= (2-0.7-)=--. 5c' to }: I —rs4 41 o 0.1E/0 use 140:3 d>t orke a- 1') e: Ut_ = gat Si- '2511-1 I-0+A( ru > 20O Ibs. lacke.p-Wott -Q toac3l ��whut e pe-r (t) v k \rct d` "6s t e r 1r r•4.t Spm ca(,cc; :'- z- hAta .V t t iE.n TM RIPPEY BY tS DATE CONSULTING ENGINEERS IA�t�1-��s I I.,.�, `K-Ttit CHK BY_ DATE 7650 S.W. Beveland St, Suite 100 _ 10B NO 1'2)63 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET C _ or Project Title: Engineer: Project ID: Project Descr: Printed:15 OCT 2019, 2:59PM Wood Beam File=P:12019Projects119353-Mothers Milk RTU,STRUCTURAL\CALCS119353.ec6. Software copyright ENERCALC,INC.1983-2018,Build:10.18,12,13.. Lic.#: KW-06002562 Licensee:TM RIPPEY CONSULTING ENGINEERS Description: 4x8 Header CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 900.0 psi Ebend-xx 1,600.0ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.024)S(0.05) + r o v D(0.024)5 0.05) D(0.069)S(0.062) '' ° b a d 8 8 b b 4x8 Span=10.0 ft ►I Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0690, S=0.0620 klft,Extent=1.333->>8.667 ft, Tributary Width=1.0 ft Uniform Load: D=0,0240, S=0.050 k/ft,Extent=8.667-->>10.0 ft, Tributary Width=1.0 ft Uniform Load: D=0,0240, S=0.050 klft,Extent=0.0-->>1.333 ft, Tributary Width=1.0 ft DESIGN.SUMMARY Design OK Maximum Bending Stress Ratio = 0.482 1 Maximum Shear Stress Ratio = 0.160 : 1 Section used for this span 4x8 Section used for this span 4x8 fb:Actual = 647.96 psi fv:Actual = 33.11 psi FB:Allowable = 1,345.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 5,000ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.078 in Ratio= 1546>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.168 in Ratio= 716>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span 4 M V Cd C FN Ci Cr Cm C t CL M fb F'b V fv F`v +D+S 0.00 0.00 0.00 0,00 Length=10.0 ft 1 0.482 0.160 1.15 1.300 1.00 1.00 1.00 1.00 1.00 1,66 647.96 1345.50 0.56 33.11 207.00 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.607 0.607 Overall MINimum 0.313 0.313 +D+S 0.607 0.607 D Only 0.313 0.313 F CA1.4•USN GAPS/ ssoks STCNCB 1/€511 ES(=. W �� v/ = C2)(I,g..) D" (TaT Fv d,3(70:/00c)(0,�D�Y`I0(3,0) = 5 1 Ib LAMP `T'/ i3 ED ON w -z-OS = s 5"10 I b G t' / i3Psz:ED f i 6 6 ® V/6" WIDTH - 2 L--r4-1 = 3 V2_ 3 S/." .uu % � = C2>(N6) D. 0111' ��3 to b'F (.7 vh sol t3 E, F3eNry Go'P S s oPPor2--TS P kV, (a TiRlITEID r ooNkE)) 3�1� ' (0. 2'1 i�)(3 z - 0,U2P ih , Ib 12 12 NJMr- vvhwimun zemork\c. sT>EsS ors,5 F ors (-34p/c)06) 21,000 sG �FI.KE 138NI4z13n1(. ' 1�1 /� TM ROPEY BY DATE Y 1 CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St, Suite 100 JOB NO Tigard, Oregon 97223 Phone(503)443-3900 SHEET (',','7 OF w)A-x o Do = 0,102 00l1 � P= 1®�'!® lb � �srys� dN sev011N G = Opti (a )b wCX- D a A�sc�►^�E FT 2 Awl? 6 V F3 _5 L� tU? N) saz, o - C-10 1 . 1ci 7," \''6E-44s\zzU rp,cTesg..) Fc, 7.=• (®2c(i 140 = '7H r6t c P riAsED woos, 6 s ztc.) 16 c ON c-otM SCJ EO 12 ac4'-an1 S DOU -615 0, 50 Z.X N f� WI -9O c-A W\ iSci N P� USM I�rfz- etM C3 41 ckrr 'T1YJi RIPPEY BY DATE 411V1 1:k. CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St, Suite 100 JOB NO Tigard, Oregon 97223 Phone(503)443-3900 SHEET_OF p E 'V iP<--L11 P s 5PAV-E7, OIL/ PL-\( sc.c-AiewEr L U,o' sc - Js w - ►vim - t gri\--t.,Ls9 o N ONS teN0 c Q(711,34,..sT) V 7/5s" T , L/wS CJs ► Finp-c.E 3/oH �r (1=X1, 81S) s T (0, 675) V - - o ¶ II it Ib lb 1--ANT S (1)7F-- P 1.35 v rz = Vki , 3S-) r)7-- P2 = 1 (e)ES(e) X \f, c� s -±101-1 - 3(0, °I = ( ca7- wt� ) vJ = itsSeD (o,s (a , ni) \ , 1b/ in TM RIPPEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB NO Tigard, Oregon 97223 Phone (503) 443-3900 SHEET c5 OF '/, ,r6E-� t:N`T- ( C) ': — O .\ it-)(1. s2) Ib it a/lrg:t Fe_ 16-7S 2®$ 11) (sty 121Ls ) C-ovv1 a / W QP L- Sc.iW� S. Zo3 b j! = � 156'6 Ib IcIS, S 110/&—PIV 1\101E:. �wv� c ,\S • P= 133 Ibf ,e,.,/ a : 7 X(0 sc- = 161,T9 1b3 \o. 1= CorstriAs 601 1015,5 3 to, -Sci° R 1 (® 1c).&/ -_... _- ---�_m S'Ne-11 pr13P Petr- Sc ( Re(e 1 bo c cto = (L.mts- t-tpkt) popipsrzoN) 11/1 TM RII"I'EY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 JOB NO Tigard, Oregon 97223 SHEET ��J OF Phone(503)443-3900 Woods Screws - Single Shear w/Metal Side Plate Worksheet calculates the allowable load capacity of single wood screw with a metal side plate using 2001 NOS. Design values are adjusted for load duration factors and reduced accordingly for penetration values between 6D and 10D. Values may be verified using Table 11M. Screw Dimensions Screw:="#12" �Pe I / II (Input screw number, #6 through #14) Length:= 2.0.In �*�i� (Input screw length) Side member properties Plate:= "A36" (Input"A36"for plate or"A653"for sheet metal) tside 0.1875•in (Input side plate thickness) Main member properties G 0.50 (Input specific gravity for lumber) tmain=3,50•in (Input side plate thickness) Adjustment factors CD:= 1.00A ��v M � /M (Input load duration factor) C := 1.00 10?'tKr12>NI K� (Input wet service factor) Ct:=1.00 PcC-C-01 Li f (Input temperature factor) Ceg:= 1.0 MEPSNI1— (Input 0.67 for end grain loading) Summary Plate="A36" 7Sere�fy ,�1'• 1�2'' °, tat 440 Controling mode="Mode IV" Load-du tion="Live" .3/ v� tside=0,188in im Flo It- / T D=0.216/n J Penetration=1.813/n Bearinglength= 1.3811n c G-0,50 tmain=3.500 in Diameters=8.4 4 Dr=0.1711n \y01 the Lumber="Douglas Fir-Larch" Notes: 1; Yield Ilmit equations are only valid for screw penetrations >6D. 2. Main member bearing length, 1m, is(Penetration -2D) for 6D <Penetration < 10D. 3. Tension capacity of the plate and member must also be checked, 11\AKTM RIPPEY BY DATE CONSULTING ENGINEERS CM BY DATE 7650 S.W.Beveland St,Suite 100 Tigard,Oregon 97223 Jos No Phone;(503)443-3900 SHEET ri71 pF 222 Ibs (- AD) SCRctk\s U�Iz * {o Sc px) N N Ito Gpk _ ,--t 0 11ac,,° Ste, . .} 'Cflc-?P C YT1t (' ) = I`t tao L >s. > 222. 'e;- . 2 I! 1 !PI —> S-Q o r F© S e,REA.1w 10 11pr,\L . (I co C i6c. I•sic -e-eo. w) = Ibs(.\- "/CIoxn•laj) — IL{In 1.135. /ScR.' - c Scr-tws = 537 Lzs./(14i0 A) 3.1 scoewS vO‘khc),vyttoa.k -#11 cc. +J To t-N tie tA3` (1,(P)(13 ties;)(213 )4.t.5i) Lt3S.. isc.R .w scre,.f., _ 2 Gzs /(2tt,tzs/5.c ) 1.03 ..c.xevx> (ue. IAct- M{N. (2) * 10 Tv-P. StD "C Wfc\\- (A{') TT1cU t @ti. lEA,1 TM RIPPEY BY KM�1 DATE CONSULTING ENGINEERS �"�( ILK, t�7- t CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 1°ta3 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET C45 OF Wind and Seismic Loads on Mechanical Unit Worksheet Calculates the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7-10.Hold down forces are calculated based on 0.6D+(0.6W or 0.7E) load cases. Wind and Seismic Loads on Mechanical Unit Windspeed:= 97mph Exposure:= "B" Vasd: ono" (Is wind speed ASD?) Seismic Parameters SDS:_ .683 ap:= 2.5 Rp:= 6.0 IE 1.0 Building Dimensions Category:= "II" Roof Elevation:= 20ft Building Width:= 20311 Building_Depth:= 63ft Mechanical Unit Dimensions Displacement:_ "Fan Unit" 7.5 T Unit Weight:= 10101b UnitHeight:= 41.25in Width:= 59.5in Length:= 88in Curb:= 14in Curb_Width:= 50in (Dimension for Calculating Overturning Uplift) SUMMARY(ALL VALUES ARE ASDL Method Used= "ASCE 7-10-Section 29.5.1" D= 1.01 x 103 lb - WWindUpliftASD=457 lb Displacement= "Fan Unit" 1 (From ACSE 29.5-3) iii, EASD=241 lb hseismic=2.885 ft N -125— WWindASD=537 lb (From ACSE 29.5-2) S:.- h =2.30211 1 X=4.167ft Wind TWindTotalASD =222 lb Notes: TseismicASD=-136 lb 1.Positive sign convention shown.Negative values indicate opposite direction 2.X equals the width between attachment points for overturning °I1VI ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=45.4051079&ing=-122... Search Information Vancouver Address: 15875 SW 74th Ave, Tigard, OR 97224, USA o Hillsboro P larad Coordinates: 45.4051079,-122.75249839999998 amonk � o ?Forest Beave on Gresham Elevation: ft M Tim estam p: 2019-10-15T22:26:47.707Z Nati( Hazard Type: Seismic Reference ASCE7-16 Go 'gle Map data©2019 Google Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description Ss 0.853 MCER ground motion (period=0.2s) Si 0.391 MCER ground motion (period=1.0s) SMs 1.024 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDS 0.683 Numeric seismic design value at 0.2s SA Spt *null Numeric seismic design value at 1.Os SA * See Section 11.4.8 Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s F„ *null Site amplification factor at 1.0s CRs 0.886 Coefficient of risk(0.2s) CR1 0.866 Coefficient of risk(1.0s) PGA 0.388 MCEG peak ground acceleration FPGA 1.212 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration T. 1R I nnn_nnrinri+ranci#inn nc,rinrl!c\ G0 SUBMITTAL Project -SUBMITTAL- Date Tuesday, September 24, 2019 Table Of Contents Project:-SUBMITTAL- 10/04/2019 Prepared By: 08:36AM. 7.5TGP 3 Unit Report 4 Certified Drawing Performance Summary Packaged RTU Builder(Bryant) 1.29v Page 2 of 9 7.5TGP Project: -SUBMITTAL- 10/04/2019 Prepared By: 08:36AM 7.5T GP Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged RTU Builder(Bryant) 1.29v Page 3 of 9 Unit Report For 7.5T GP Project:-SUBMITTAL- 10/04/2019 Prepared By: 08:36AM, Unit Parameters Dimensions (ft. in.)&Weight(lb.)*** Unit Model: 580JE08D125A2A0AA Unit Length: 7'4.125" Unit Size: 08(7.5 Ton) Unit Width: 4' 11.5" Volts-Phase-Hertz: 460-3-60 Unit Height: _3' 5.25" Heating Type: Gas *** Weights and Dimensions are approximate.Weight does not include roof curbs,unit packaging,field installed accessories or factory Duct Cfg: Vertical Supply/Vertical Return installed options. Approximate dimensions are provided primarily for Two Stage Cooling 08-16 shipping purposes.For exact dimensions and weights,refer to appropriate 125,000 product data catalog. Total Operating Weight: 835 lb Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Return Air Filter Size: 16 x 20 x 2 Unit Configuration Al/Cu-Al/Cu Medium Static Option (Belt Drive) Standard Packaging, electro mech. controls that require W7212 EconoMi$er IV Controls for economizer with W7212 Warranty Information 1-Year parts(std.) 5-Year compressor(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 580JE08D125A2A0AA Rooftop Unit 1 Base Unit Medium Static Option (Belt Drive) Standard Packaging, electro mech. controls that require W7212 EconoMi$er IV Packaged RTU Builder(Bryant) 1.29v Page 4 of 9 Certified Drawing for 7.5T GP m Project:-SUBMITTAL- 10/04/2019 Prepared By: 08:36AM NOTES: UNITED P.O.BOX 1808 THIS SDOCUMENTDEIIAE IS UTHEPO PROPERTY OF CARRIER CORPORATION SUBMISSION OF THESE DRAWINGS OR DOCUMENTS OUTDOOR TECHNOLOGIES SYRACUSE.NY AMD IS OE LIVERED UPON TSE EMPRESS CONDITION UT C RRE DOES NOT CONSTITUTE PART PERFORMANCE OR 1. DIMENSIONS ARE IN INCHES, DIMENSIONS UNIT COIL TYPE J K H CORPORATION'S xuE xor BE DCONICAl.oe useD wrtxouT cnxxuR IN [ I ARE IN MILLIMETERS. CARRIER 13271 CORPORATION'S WRITTEN CONSENT, ACCEPTANCE OF CONTRACT. 580J-IAA RTPF [1048] (8571 1 403/18 2. CENTER OF GRAVITY CONNECTION SIZES 580J-19H RTPF 49 3/8 36 3/8 27 7/8 3.y DIRECTION OF AIR FLOW 11253] [9251 [708] 49 3/8 36 3/8 15 7/8 40-3/8 A 1 3/8' [351 DIA FIELD POWER SUPPLY HOLE 580J-12A RTPF [1253] [9257 [403] 110261 B 2 1/2' [64] DIA POWER SUPPLY KNOCKOUT 580J-08D RTPF 41 1/4 33 3/4 15 7/8 C 1 3/4' [51] DIA GAUGE ACCESS PLUG [1048] [6571 (403] , . 49 3/8 36 3/8 15 7/8 D 1/8' 122] DIA FIELD CONTROL WIRING HOLE 580J-09D RTPF 11253] [925] [4031 E 3/4'-1/NPT CONDENSATE DRAIN 49 3/8 36 3/8 15 7/8 ECONOMIZER HOOD 20-3/4 580J-12D RTPF [521] 1/2'-1/NPT GAS CONNECTION 112531 [925] [403] (OPTIONAL) F 41 1/4 33 3/4 23 3/4'-14 NPT GAS CONNECTION 580J-08DMCHX G 2 ' 1511 DIA POWER SUPPLY KNOCK-OUT [1048] [8571 [584.21 580J-12D MCH% 49 3/6 36 3/A 11 •- , ,• , _, • [12531 [925] [279.4] THRU-THE-BASE CHART (FIELD INST) EL I S ) RTPF - ROUND TUBE, PLATE MIN (COPPER/ALUM) ^� I THESE HOLES REQUIRED FOR USE WITH ACCP KITS: MCHX - NOVATION (ALUM/ALUM) �� 36-3/8 CRBTMPWR002A01: GAS THRU CURB �/ \� [9257 132178 CRBTMPWR004A01. GAS THRU BASEPAN • RETURN AIA • �� �I .-Ir� I .. + RETURN �_ 1/� AIR THREADED WIPE RED'S HOLE 4N CONDUIT SIZE USE SIZES (MAX.) / W 1/2' ACC. 7/8" 122 21 FILTER ACCESS PANEL �� I X 1/2" 24V 7/8" [22.2] • (TOOL-LESS) -o' E ALT N Y 1 1/4" (002,004) POWER 1 3/4" [44.4] � CONDENSATE 1 CONDENSER DRAIN OPENING N BASEPAN COIL (ófii \� � 37-5/8 40-3/6 \ 1 26-3/4 Z N (OOd) 3/4" FPT GAS 1 3/4" [44.4] In[111811VgvVmZ//IHuIIIlNI W [731] [9557 [1027] INDOOR COIL Ilan AAAAA,:i.1-// IIIA X [ SEE THRU SUPPLY SUPPLY N (002) PROVIDES 3/4" FPT THRU CURB • ACCESS PANEL I"���\\\ l���/, Y THE BASE AIR AIR FLANGE 8 SIZE,HOLE 0.8] . .> .. _. 18 1[6 �' \`• % \J CHART 1169]1[6412] [355] 17 Jl. THOU-THE-BASE CHART (FIOP) 1 . 1/1[279] 1/I FOR "THRU-THE-BASEPAN" FACTORY OPTION, U V T�O0 i i i Y 1= = 1 FITTINGS FOR ONLY X, Y, d Z ARE PROVIDED. DX FOR GAS HEAT SIZE 125K BTU IN 580J-08.09 BAC K6-1/4 wM MODELS, A FIELD SUPPLIED 1/2" ADAPTER LUE [1591 IS REDUIRED BETWEEN BASE PAN FITTING f7-5�8 HOD] HOODI 3-3 /4 AND GAS VALVE. 4 [3561 TOP 25-1/0 [6471 H 12-5/8 4-5/8 1-1/4 [321] 11161 , 4 ELECTRICAL CONTROL BOX E STD. DISCONNECT ACCESS PANEL CONDENSATE I + LOCATION FILTER I • DRAIN CONDENSER G 28-3/8 COIL INDOOR BLOWER 7720] J OPPTIONALillil ACCESS SUPPLY AIR • S1 _ FACTORY OPTIONAL , INSTALLED I OUTSIDE 21-1/8FACTORY p D15CONNECT AIR [7097 13-7/8 26INSTALLED II_ F3-3/4 CONVENIENCE C" HANDLE ,] HANDLE [353] -IIM I { 16591 OUTLET �� �- I F j1. r 1951 _ _v_— Ilfi 6-5/8 �_ _ ���_ 8 • =�p� //AAI a0 f� .L 7 : : 00 17 61 ......M. =1= 11 59-1/2 gm 2-5/8— 8-3/8 6-1/4 7 5-3/4 L 4-3/8 [677 [160] 1177] [112.6] [1510] TYP 37 [274] 196218 11 d6] 940] CURB 41-1/B LEFT WIDTH K. 88-1/8 110651 BAROMETRIC [22381 SSUPPS PLT f RETURN RELIEF FL FRONT RIGHT AIR OW SHEET DATE SUPERCEDES 580J 08-12 SINGLE ZONE ELECTRICAL REV 1OF2 10-01-10 11-24-08 COOLING WITH GAS HEAT 48TM500989 G Packaged RTU Builder(Bryant) 1.29v Page 5 of 9 Certified Drawing for 7.5T GP Project:-SUBMITTAL- 10/04/2019 Prepared By: 08:36AM UNITED P.O.BOX LBO THIS DOCUMENT IS ONE PROPERTY OF CARRIER CORPORATION SUBMISSION Of THOSE DRAWINGS OR DOCUHSNTS TECHNOLOGI EU SYRACUSE.XY AXD IS DELIVERED UPON ISC EXPRESS COXDIi[ON UT 1HE DOES NOT CONSTITUTE PART PERFORMANCE OR STD. UNIT CORNER CORNER CORNER CORNER CARRIER 131sT COXTEXI3 MILL XOT BC DISCLOSED OR US[D WRNOUT CARR/[A ACCEPTANCE M CONTRACT. UNIT OUTDOOR WEIGHT RRR WEIGHT (A) WEIGHT (B) WEIGHT (C) WEIGHT (D) C.G. CORPORATION'S WRITTEN CONSENT. COIL TYPE LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. X Y 2 RR STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. 580J-08A RTPF 780 354 178 81 158 72 209 95 236 107 41 1/2 11054] 33 7/8[8601 20 1/2(5211 FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. 580J-09A RTPF 920 418 212 96 183 83 243 110 282 128 40 7/8[1038] 34 [8641 23 1/8 [5871 580J-12A RTPF 930 422 216 98 196 89 241 112 272 123.5 42 110611 33 1/8[8411 24 1/4 [616] 580J-08D RTPF 835 379 164 74.5 170 77.2 255 115.8 246 111.7 44 7/8[11401 35 5/8[9051 19 3/8 [4921 580J-09D RTPF 930 422 228 103.5 187 85 232 105.3 283 128.5 39 3/4 11010] 32 7/8[8351 18 5/8 [473] 580J-120 RTPF 940 427 231 104.9 189 85.6 234 106.2 286 129.8 39 3/4 110101 33[638] 18 1/2 [470] 580J-08D MCHX 805 365.5 160 72.6 153 69.5 240 109 260 118 43 110921 36 3/8[9241 20 3/8[517.7] 580J-12D MCHX 895 406.3 185 84 176 79.9 260 118 274 124.4 42 7/8 110891 35 1/2 [9021 22 7/8[5811 RTPF - ROUND TUBE, PLATE FIN (COPPER/ALUM) CORNER A CORNER 5 MCHX - NOVATION (ALUM/ALUM) I'IIIIIIIII�� . (10110,:,;,,.111 1 •l\11\I ISI IIL1/IF CORNER D . CORNER C TOP X • l• = 2 ill . o ( o • 4 ROO 0 0 : : 00, FRONT WET DATE SUPIRCEDES 580J 08-12 SINGLE ZONE ELECTRICAL REP 2OF2 10-01-10 11-24-08 COOLING WITH GAS HEAT 48TM500989 G • Packaged RTU Builder(Bryant) 1.29v Page 6 of 9 Performance Summary For 7.5T GP Project: -SUBMITTAL- 10/04/2019 Prepared By: 08:36AM Part Number:580JEO8D125A2A0AA ARI EER:__ 11.00 IEER: 11.7 Base Unit Weight: ___ 835 lb Base Unit Dimensions Unit Length: 88.1 in Unit Width: 59.5 in Unit Height: 41.3 in Unit Unit Voltage-Phase-Hertz: 460-3-60 Air Discharge: Vertical Fan Drive Type: Belt Actual Airflow:_ _ 3000 CFM Site Altitude 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB: 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy: _ 31.44 BTU/lb Evaporator Leaving Air DB: 58.7 F Evaporator Leaving Air WB: 57.6 F Evaporator Leaving Air Enthalpy: 24.76 BTU/Ib Gross Cooling Capacity: 90.10 MBH Gross Sensible Capacity: _ 68.90 MBH Compressor Power Input: 6.40 kW Coil Bypass Factor: 0.092 Heating Performance Heating Airflow: 3000 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 101.8 F Gas Heating Input Capacity: 125.0 MBH Gas Heating Output Capacity: 103.0 MBH Temperature Rise 31.8 F Thermal Efficiency(%): 82.0 Supply Fan External Static Pressure: 0.50 in wg Fan RPM: 731 Fan Power: 1.49 BHP NOTE:___ _ The Selected Indoor Fan Motor requires a Field-Supplied Drive(RPM Range: 733-949). Electrical Data Voltage Range: 414- 506 Compressor#1 RLA: 6.1 Compressor#1 LRA: 41 Compressor#2 RLA: 6.1 Compressor#2 LRA' 41 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 4.2 Combustion Fan Motor FLA(ea): 0.25 Power Supply MCA: 20 Power Supply MOCP(Fuse or HACR):_ 25 Disconnect Size FLA: 21 Disconnect Size LRA:__ 122 Electrical Convenience Outlet: None Packaged RTU Builder(Bryant) 1.29v Page 7 of 9 Performance Summary For 7.5T GP - Project:-SUBMITTAL- 10/04/2019 Prepared By: 08:36AM Outdoor Fan [Qty/FLA(ea)]: 2/0.8 UNIT(s)INSTALLATION LOCATION This unit was selected to meet the Department of Energy'2018-Energy Efficiency Standard' by providing models manufactured prior to 1/1/2018 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 97.9 94.9 85.8 125 Hz 91.1 85.6 84.3 250 Hz 77.5 72.2 80.5 500 Hz 70.4 65.9 78.7 1000 Hz 66.5 62.8 76.4 2000 Hz 65.0 57.9 72.7 4000 Hz 66.5 57.1 68.3 8000 Hz 68.4 56.9 65.1 A-Weighted 79.0 73.8 82.0 Advanced Acoustics F.4441 .141 oi 'I% 1 __,-Ini --7--J„ , __---- !) )1 is Pi S0 ° SI Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver: _0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 85.8 84.3 80.5 78.7 76.4 72.7 68.3 65.1 89.6 Lw B 59.6 68.2 71.9 75.5 76.4 73.9 69.3 64.0 81.4 LwA C 53.4 51.9 48.1 46.3 44.0 40.3 35.9 32.7 57.2 Lp D 27.2 35.8 39.5 43.1 44.0 41.5 36.9 31.6 49.0 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA Packaged RTU Builder(Bryant) 1.29v Page 8 of 9 Performance Summary For 7.5T GP Project: -SUBMITTAL- 10/04/2019 Prepared By: 08:36AM C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Fan Curve 20� 1 — . �o 000�i"' ,1, 1100RPM 1.“-" —9-71-1\f-----\� � 18 800RPtvi A 1111 ci)14 — 700RPM ----4---___ ,,i d �'�T1Rt PAI N t -, ..„,,,_ -,, \ ,,,, , did COORPM 1111 Cn --- \ _ F�� kli Qq— —_____�� �, 3.00BHP, 21a: P I 0.50BHP \ ._L 1�_` J -.._1 1 I` .. N. CO 04 08 12 16 20 24 28 32 35 40 44 Airflow(CFM-thousands) RPM=731 BHP=1.49 MaxunumRPM=1400 MaximumHP=4.70 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-System Cuve RP-RatedPoint Packaged RTU Builder(Bryant) 1.29v Page 9 of 9