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Plans (2) 8320-4132 PARK 217 - BMW RTU REPLACEMENT RTU-5 & RTU-7 SUBMITTAL REVIEW APPROVAL GENERAL COMPLIANCE ONLY ❑ APPROVED OFFICE COPY L7/APPROVED AS CORRECTED ❑ APPROVED AS CORRECTED RESUMIT FILE COPY ❑ DISAPPROVED ❑ REVIEWED FOR INFORMATION BY: LINH NGUYEN DATE: 1 2/02/2020 CLO)MacDonald-Miller 1.FIELD TO VERIFY EXISTING ELECTRICAL INFRASTRUCTURE IS COMPABTIBLE WITH PROPOSED EQUIPMENT 2.VERIFY WITH FACILITIES REQUIREMENT FOR CONTROLS INTEGRATION FOR NEW EQUIPMENT. 3.FIELD TO VERIFY CURB ADAPTER DIMENSIONS WILL ACCOMODATE PROPOSED RTU ON EXISTING ROOF CURB. THE AC ON OF A DUCT SMOKE. tT:SECTOR SHALL ACTT"':' 'i A VISIBLE AND AUDt _- 'UPERVISORY CONSTANTLY -) LOCATION OFFICE COPY . A Approver' prop. I Contitionrir For on! . :Ine wn:k "s �rhE PERMIT rNO See Letter to. F nllnw ... . ...... ... At',ir,h Job Address: By: CITY OF TIGARD _�at� VALIDITY OF PERMIT �� THE ISSUANCE OF A PERMIT ApprBASED ON CONSTRUCTION Contitionaily Approved I DOCUMENTS AND OTHER For only the work as des ribed in: DATA SHALL NOT PREVENT PERMIT NO. c ZI T J �� THE CODE OFFICIAL FROM See letter to: Follow REQUIRING THE CORRECTION Attach OF ERRORS. OSSC 105.4 Job Address: d a O ! a 6-c,- 4 By Date: 2 Crzrr�er SUBMITTAL Project -Untitledl Date Thursday, December 3, 2020 Table Of Contents Project: -Untitled1 12/03/2020 Prepared By: 08:26AM 6T 3 Unit Report 4 Certified Drawing 5 Performance Summary 8 5T 11 Unit Report 12 Certified Drawing 13 Performance Summary 16 Packaged Rooftop Builder 1.54 Page 2 of 18 6T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM 6T Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.54 Page 3 of 18 Unit Report For 6T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM Unit Parameters Dimensions (ft. in.) &Weight(Ib.)"" Unit Model: 48FCEMO7A2A6-0A0A0 Unit Length: 6'2.375" Unit Size: 07(6 Tons) Unit Width: 3' 10.625" Volts-Phase-Hertz: 460-3-60 Unit Height: 3'5.375" Heating Type: Gas .., Total Operating Weight: 625 lb Duct Cfg: Vertical Supply/Vertical Return Medium Heat "* Weights and Dimensions are approximate. Weight..es Single Circuit, Two Stage Cooling (07 only) not include unit packaging. Approximate dimensions are provided primarily for shipping purposes.For ex. dimensions and weights,refer to appropriate. .duct data catalog. Lines and Filters Return Air Filter Type: Throwaway Return Air Filter Quantity: 4 Refrigeration Systems 0 r ions Return Air Filter Size: 16 x 16 x 2 Single Circuit,Two -ge Cooling Unit Configuration Direct Drive- EcoBlue- Medium Static Al/Cu -Al/Cu Base Electromechanical Controls Standard Packaging Existing Weight = 643# Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(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 48FCEMO7A2A6-OA0A0 Rooftop Unit 1 3rd Party - Low Leak Temperature Economizer w/ FDD Packaged Rooftop Builder 1.54 Page 4 of 18 Certified Drawing for 6T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM Jl L F n C___D a t .I I t v ev 1 ) eu_ _aoLs s is to a IWest A n.5 o x t s i 1 c C I{ cs conol llory wn o fNtlnlm[ tnI4N✓NCE euIounit OF cTnen _. L Xvvn .n�. a sv )1+1L DIMS ARE IN INCHES, )191\,IONS 13 11tl '8 518 O��i�N� WI °1 11 1 ] A9C 11 9ILLI9EIti S. BF6 10 IE11 I,I)] C PIH 0( CiAVI T+ aBFG r;S 33 )I& C0NAECTION SI/1S [6<II lili] 8FC 6 ')3lA IV il8 1 L3rR A 11,9 1351 )IA FIll)oOWS-6'.„'JIB HOE F i )1 efCL Oh OF AL( FLOP [ern 13111 H [50] 11A OW 1 Su''L° HNOCAOuI arc I T 3l8 '8 0I] 11_./R �, f C it ' 15"I )IA GAOGE ACCESS 'L0G 1"65 1 AR] F(OMNI HOO) <. ALL VIEW HAWN .SIM' 9-0 ANCLE 18'II O'T10NAI ) UU' )IA LILL)CUHI/UL WLNINt HULL ti I IF,/1 L 31a' 'n \NI COAIENSAIL JIAIN '�-- )5-518 F /J'-'A 1i'1 GAS COHWLCIION 655/ YELHN AlH C F I) ' 16a1 )IA OWDt S.'0ll WHOCn-OLT THN_lHL-YA:E E)1-6 \\ 0 �NE}L HOLE 5 ICOu1,EU F0i_:E HEti9N (i9-W1008A00 009A00 t/Iinle,.i�ihr 1N4'll I111, Ali IF,11 9) WI eE IFE 0 HOLE 111 P e (PAX W 99 in' IF? J] 1�1)0891 � ' , E Ali .� K -Il' eav /F8 1)1 J1 I9O'IF 31,' ''OWE: IS I]b.Si W I.:1\)LVSAIE N [I-311 IIn R] / 1 9A '11 I I GAS FE" [[E S] _ �'\mil pH AIs WL\I\C V I95'1 FO ]Hl_THE ASE'A1^ 18(10 10/lOS, IN 1ASL°A1 //' S 16/51 5"I"L" 1 k' Aw F6-slR nnllu rw JNL A, A A L 'Hovnu I/ '1] } } :/ \I Ale I EA 51 '�n].EESMA 3EV I1G.1H'. L2: 13691 1J-'IF 1p S(_1Hi lllC ? A 131 199�51 9A51 CHAUF.. ---_ iN '3-31e —� 3-'In _-. 6 ^ 1,561 19011 La 1'581 i-'l0 1'0'1 —4,6V 130/1 )tl 11 - '8-3/R 16351 IA661 )x n TOP 81 E S1) <05 C99ATE I 0 IIH EILC0HICAL 11A11 I)151 i151 OISCON\ECi _ LOCATIO\ r11n�1 JN)L1it'. - A,H,C O'11OVALS C01ro1 YCX OLL FAC 109 ACCF cS 'ANn 'I-3IE INSIAL1U 11)00t iLOWLs II[I)ISL'O1VLC1 WASS'A1L. Lt91 C ON V[NIEVCE 1 i °/ 1 C:1LF1 �i� LI 8SF/LC 139;1-IIB J I ` /n Ali 1 15391 %11S1)F [ SE8 Ipgll HAV JIf� 3)/ I68] LI 116618 Ei.IR 3)/ 5-3i8 3'i. El' —.. _ nH-5In 1 ( �� 3C U Iv,61 P6'r18 1`III 1'161 l951 'B61Fl R11 LEFT I'359', IEEl] IAHOWCI i1E 1[1I1 FRONT ELM Ids RIGHT AI' 119 CLAS91E( IIot CHILI JATF S."LNCOCS d8FC CA Cl SINGLE 'ACXACE [CHIC AL 1 'Lv S. EC61 1S] OF 3 '91311'FS 060,, 8 60008G WITH CAS HEAT A91C.703093 Q Packaged Rooftop Builder 1.54 Page 5 of 18 Certified Drawing for 6T Project: —Untitled1 12/03/2020 Prepared By: 08:26AM Carrier SFC 'I 1.1 1 1 L %LI LI0 p ST1 .,NIT COTNE1 COVEN COVET CO1NEH C C. Hk:GHI vl M0.T1 AXITIEYI CONSENT 1, _m .VII WEIGHT I WE_CNi TA: WEICHI 1?I WEIGHT TT l WEIGHT r31 O � w L-E. AC. LYS. AC. LHS AC. L15. BC, LOS. WC. X I I T141:L+0' '8i 7'9 "3 5' ''''6 53 '38 58 ']5 5I lr 513 19561 )I 9. fi 16)<I '8 II (36'1 ABEC«05 533 7<6 '38 63 '.33 60 -33 60 38 63 36"It I97i1 'r3 518 [ 9<I '8 [,61] ,eE6'306 556 75? '42 6'. '36 63 '36 63 Kg 6, 36 'TT E3Ir1 i3 316 I59r1 '8 (<5)] '6E(11C1 6C1 115 "61 16 'S' 69 EI. '5' 68 36 E9"31 'i ,r 15ii1 '9 318 It9)1 ' SIAN)AH)39/T WEIGHT IS W1111 I0W GAS HEAT AA)*I1H0r.T 'A,nACISC. 11-,OTH[i O'11015 A3)ACCIS)ONIIS H3EEH TO INC '40),CT TATA CATALOG. 1 1P^B F'? /? WITH EC0L0V1/E9 1AC6 [3T8] \ 1- . I I . C ECOOOV_ 04VE2 A WI IIE E(0N0WIIE-) ]00H CUiAFI i < 0°TI04AL )00R v [0'110AALI ' ... SWI)' '3 0 T ^ 7, .A, "pf,, . ,,.,,,,,/,„..,,,,,,-,„,,„„s , , , ,_,.., ,Rt...,,,,),/,„,,., . \\.„..„...., ... , ,,,, "---)---tk4 /,/ • •• 6L• ) COk1EF C LEFT X TOP „ +6 [ 8961 [11OVT I I L 101E5 . LOt ALL V111MUN CLEAIA\r:. Ir AI I,1L< c, 0, KT, ,7LVAI1. II I= I CLEARA I NCSURFACE CONDUCTIVE HARRIER NONCONDUCTIVE BARRIER CLEARANCE SERVICE WITH SERVICE WITH OPERATING - �- _� FRONT - --- - - LEFT '8 9rr] I ,6Erg J >R,-] FRONT BACK '8 I'7'9rm] /7 i'06ToH '8 :A5Im1I BACK W/H000 36 [9"Arr1 36 19'Xrr] '8 '<Slrr] RIGHT 36 [9'Arr] 36 [0"/rrI '8 145117n1 TOP 1 17 1'U79rm1 !r ^.879r^^I 17 I'879-rI 1 Iu A II e1101 SHEET )ATE Sr'HCE)ES I 381E OA.91 51)GLE 'HCKAGE ElECT21CAL UV 4ICO C3093 H c i J 0' 3 99/,^,Ir'8 06177/'8 C00L14G WITH CAS HEAT A Packaged Rooftop Builder 1.54 Page 6 of 18 Certified Drawing for 6T Project: —Untitled1 12/03/2020 Prepared By: 08:26AM CCfprier)ILL�c�ar•e%u i ri Ivi+[Al 0 i i[I I FI lm I ul 1 1 o x I fIINC.NEYAh,l NSENI l n[ Isar L o -LII 1 DA0.P LOE C wL ILLI fk 9 [/ A. it I'u;IDE THE 9Ag HAIL A En?Ci / � / `� a NI�MRAh�� rill.111=11111.1.11111 I'ON6/SI al 4 ... LL (INSIDE THE RASE iA]L51 NA % I 3" I`.Sr7E hASE7AIL )1VE%SIO3 /Arle Le 51 BOTTOM >N ae1A Ie � I -.__. IN 1/8 11 [36] tiNT [8[I /1 III 3 II I'L: MAIL C 1991 Iv' / 'LCS FILILI AC C[SS'ANTS CONSEISL1 gm - CONTROL 50X 1.O S./LOWE6 I1OOL LCia 1./E _ Al./ENS COIL ACC[.cA1[i ACCESS 'A\CL Imo } • MOOT COIL ® ' ACCESS 'A\[l � I'I { -1ff )E IAIL C o i ( t t - rI r i I06'4 ( iu. d ( I i17t-7i1 I l: 11 ' r -iI l iI Iy l BACK LEFT 8991A .. Pa/e I'NO9 11 FRONT wI)1 H ITC CLASSIFICATION STIFT DATE EL°ELCE[EE !BF( 04 51 SINGLE -ACUAGE ELECT'ICAL [81 C703093 LEY -__ ..G. ECCA.NSE 3 OF 3 09AOE/'8 960P/'.5 COOL1AS WITH CAS HEAT A Packaged Rooftop Builder 1.54 Page 7 of 18 Performance Summary For 6T Project: -Untitledi 12/03/2020 Prepared By: 08:26AM Part Number:48FCEMO7A2A6-0A0A0 ARI EER: 11.00 IEER: 15.0 Base Unit Dimensions Unit Length: 74.4 in Unit Width: 46.6 in Unit Height: 41.4 in Operating Weight Base Unit Weight: 562 lb Medium Heat: 63 lb Total Operating Weight: 625 lb Existing Weight = 643# Unit Unit Voltage-Phase-Hertz: 460-3-60 Air Discharge: Vertical Fan Drive Type: Direct Actual Airflow: 2400 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: 58.5 F Evaporator Leaving Air WB: 57.5 F Evaporator Leaving Air Enthalpy: 24.73 BTU/lb Gross Cooling Capacity: 72.42 MBH Gross Sensible Capacity: 55.62 MBH Compressor Power Input: 5.29 kW Coil Bypass Factor: 0.096 Heating Performance Heating Airflow: 2400 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 104.0 F Gas Heating Input Capacity: 110.0 MBH Gas Heating Output Capacity: 88.0 MBH Temperature Rise: 34.0 F Thermal Efficiency (%): 80.0 Supply Fan External Static Pressure: 0.50 in wg Fan RPM: 2213 Fan Power: 1.14 BHP NOTE: Selected IFM RPM Range: 1596-2530 Electrical Data Voltage Range: 414-506 Compressor#1 RLA: 8.4 Compressor#1 LRA: 66 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 2.2 Combustion Fan Motor FLA(ea): 0.25 Power Supply MCA: 14 Power Supply MOCP (Fuse or HACK) 20 Disconnect Size FLA: 13 Packaged Rooftop Builder 1.54 Page 8 of 18 Performance Summary For 6T Project: -Untitledl 12/03/2020 Prepared By: 08:26AM Disconnect Size LRA. 71 Electrical Convenience Outlet None Outdoor Fan [Qty/FLA(ea)]. 1 /0.8 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 91.9 89.2 85.6 125 Hz 83.4 80.2 84.7 250 Hz 77.7 72.1 80.5 500 Hz 75.5 67.4 76.0 1000 Hz 72.3 69.5 72.4 2000 Hz 70.2 61.0 68.0 4000 Hz 65.5 53.8 62.8 8000 Hz 61.0 48.3 59.3 A-Weighted 78.5 73.1 79.0 Advanced Acoustics 0 I Ilk�_.._ p 0 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 85.6 84.7 80.5 76.0 72.4 68.0 62.8 59.3 89.2 Lw B 59.4 68.6 71.9 72.8 72.4 69.2 63.8 58.2 78.5 LwA C 53.2 52.3 48.1 43.6 40.0.35.6 30.4 26.9 56.8 Lp D 27.0 36.2 39.5 40.4 40.0 36.8 31.4 25.8 46.1 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Packaged Rooftop Builder 1.54 Page 9 of 18 Performance Summary For 6T Project: -Untitled1 12/03/2020 Prepared By: 08.26AM 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. FanCurve 20 N 18 ----211311314A - _- — 16 \ \ 3 \�.gOBI P �12 1'n-. ., � � v co co 10 '�� . N in V '� �03 � �. ,..O°BFP -v \ ,v 02 - -� � �• U.50BFP'��p .10DBI-R CO 1 I 1 I I A\ I I CO 02 04 06 03 10 12 14 16 18 20 22 24 28 28 23 Adow(CFM-lhousa,ds) RPM=2213BHP=1.14Maxim mnRPM=2836MaximumBHP=5.00 SC-SystemCurveRP-RatedPoint Packaged Rooftop Builder 1.54 Page 10 of 18 5T Project: -Untitledl 12/03/2020 Prepared By: 08:26AM 5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.54 Page 11 of 18 Unit Report For 5T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM Unit Parameters Dimensions (ft. in.) &Weight (lb.) *** Unit Model: 48FCEA06A2A6-0A0A0 Unit Length: 6'2.375" Unit Size: 06(5 Tons) Unit Width: 3' 10.625" Volts-Phase-Hertz: 460-3-60 Unit Height: 2'9.375" Heating Type: Gas — Total Operating Weight: 574 lb Duct Cfg: Vertical Supply I Vertical Return Medium Heat "" Weights and Dimensions are approximate. Weig does not include unit packaging. Approximate dimensions are Standard One Stage Cooling Models provided primarily for shipping purposes.For xact dimensions and weights,refer to appropri. •product data catalog. Lines and Filters Return Air Filter Type: Throwaway Return Air Filter Quantity: 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Existing Weight = 588# Direct Drive- EcoBlue- Medium Static Al/Cu -Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(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 48FCEA06A2A6-0A0A0 Rooftop Unit 1 3rd Party - Low Leak Temperature Economizer w/ FDD Packaged Rooftop Builder 1.54 Page 12 of 18 Certified Drawing for 5T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM Nol-$. .rvn �X - -. �•(f �I l Tg,I r t]A,L I ,LL X1 tt t1A .O U -Slf l l l' .S.ILR '11.4.81 1,[`Jx' r )IxENS I0I.ALL IA 31CH15, S1511551055 EBFC+N00 II 3J8 8 S1tl �O�A�•+�V� '1 ,' 111C SLAT Att'L'II XIC 41 IPYI MI IS 1 1 A;E .',VI_L1WEUTS IV) '1 V-121 bA [[((El OF 0IA VIT XBFCA A05 33 3I8 -z I/O LBe 11 131 5015LCIl O1 51/E3 -- 33-3/8 •- A 3/8' 1351 )IA 1IE1)'OWE ''Is HOLE i y )NECII DN OF AIL FLOW I0F1..06 3t38/ i 3/8 1311] I%68T H 1 IS51 JIA 0'W/I 3.317 A10 A0.1 A BF C•,01 % III 1 Itl 519 32-"1e — -.., I' 1 31.' 15'1 IIA GA.01 A4151 .6.1. 3 ALL VICN HAWN ,57 AG 3A3 AWG L[ 1'05'1 LA i)] •[8'11 EFONOMJ LE1 •NW3 - - - 10+TI01A1 0 1/9 I/11 III FILLS C0(100L 1111156 HOLE .6 F/ F Al COV lC 6 AIL )PAIN ir `- 1h-518 ( /r'-'d N'I LAS COANECTION 15 I 9ET.H1 All C 19 IBn IIA 'OW SU N'LY WNOCtt-(Lul - / 1 a 4. T TN A I1f A E (HART '�>rd� 0. 10 NOLE 3E051 IF)ION SE / -FN CihiWN CtlAO :9A00 6m� � • 111I1 AIL THIL1 1 VIAL NEE S HOLEV � 1 L0506I1 SIIE .SC SUE, 1wAX-) } A6-'.lE } /}I, r z 11' 9eV I x IN ]] 1""10 93 " - y, F Al J \ / 3 )9-Ili • Il' 'OWLS /b I18.61 tl] 611)E\SATE i 3le / 1J09A001 'l) (•1 CAS 15 I18 fi] W)I: r 54A II D'EATSC5 �. 10511 EON •IH4.,1X( AS E'AN' FAt IOl'031I ON I, iASF'A1 S IUl'-F• 26-518 `,,L, [ITTIACS GOP 00L X `, d ARE-'I0V13E) �,.IJ } } A \ I6l51 AP , 1008A001 '8011)15 311.E FAT IH13 CUFF 13891 >E] -°_-IJ SEE IHI IHl �--A y' FJAI GC F f1111 NG 1383 12931 1( EVE CHA tT �— ]X E3-Et/ 3"1A 6 '1A I/563 1653. IB"] 3'581 �uC,F re I C 1 11000 13011 A IX JS -'8-318 11 16351 1,661 5/8TOP EI C059(1SA11l '0-II8 -ELECTILEAL )IAIN 11151 ;;53 i OIS50I1ECT _ LOCATION 7 0„IIO5 AL—. CO'.SC15Ei Hilll/'—''' . L \ <Ott'A 10% I I -1IrflLl;: COILGA(109" \\ AC(E SS '0010 I1 [T �.1/IV91AIlU IVOO4 9LOWES1 3/B - /JISCOv1'FCT \ ACCISS'ANL,0 T108AI fS.'L• AllAllAtEDP 15uLE1i) I /6n"1L[T _ ( Al/ILE 811 ! 11/ I5YA151i_i_Ill 6 51E I1811A 11114 C A. . ♦ LTA _�� 3 11 J I I 'A11LE / e6-5/8 1Ift " 61 I'6 1 - 53/A 1 [911 I "E6 30-"l8 )'AI fill n41 11661 76 !IB 16881 111 iA-',IE 4880(1181E LEFT I'3881 861 21110E FRONT N FLOW Ali LL. RIGHT III l_NA 111 C1805111CA110/ SRO SATE I St'EIC].3E$ [HEC 38-01 STICLE EACAAOE ELECT IKAL lLV .. S. FCU VSi OF 3 09/01l'8 06/PJ/"8 C00LIv6 W11H CAS HEAT AriTL U.JC 8.1 A Packaged Rooftop Builder 1.54 Page 13 of 18 Certified Drawing for 5T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM //Ca�I�\l 1 14 1 'I I 311. 141 6.) llC 4GRl WLS I6IU TAOII I D 1 L` 1/5 c 1\.. ''fLIJ+AI111L1 C�n16 1 [LA[I n(/IIAIC[I iL 40Ap1110X SIJ .VII C03163 w rsI l 11 t oax/Icc;� D11/ 1 C1N1�A IC- C.C. N[I611T VllHai evnlLr uo s6av m a.[P uL-una or u1 6 0 dKIT -3ICH' + WEIGHI C W[16H1 IH) WEICHI tCl WELCH' 1L O�+*Mw. Lib. NC- Las. 66. L68. AC. L95. MC. L'E. MC. K I I OSFL...l '87 7"9 ""3 S '0 53 "78 58 '(5 5( 31 5/3 3956) ]< 9/'6 161/I 18 In I46/1 /800..5 5/3 9/6 38 63 133 60 '33 69 '36 63 36 '/i 19911 23 3/8 15941 '8 :E511 /89{:..33 55E 957 6/ '36 69 '36 67 fin 36 II' E9911 73 3/8 159n1 '8 :n51] OAFC+'0) 631 715 '67 11 '59 69 '1. 6/ '5' 69 36 [9"el /9 '[7 15/91 19 Jo '49i1 . 131.49360,N:T WEIGH IS 111111 LVM[A5 HEAI AN)WI1HR.T 'AEHAGIIG 10 3311Li 0'110N5 All ACCLSSOHILS /EFS)TO THE 630/.6. HIA IAIALC/C 11 1 3ACA 1F 7 'IP W11H EC0V0V1/EI 4ACK [3'81 ¶ . CO2VF7 A WITE'0_ I[000VI FE'1 A001 MOE 18 EC040�I,F2 . o1uoNAE woa �: ro'noyAL; l __ ___ / 34115): 1 0 1• . 0 • o1or[ 3 —..mw. coa.Fr: L_F1 — L- -- X — TOP 5/8 I'8961 ['305[ 1 .1111 • { f NOTE3.- •DR All vIVIv,V CLE AIAYfE`LOCAL ClllfS Ot 19)I<T ID4S NA' 1EVA1L. I. J CLEARANCE SERVICE WITH SERVICE WITH OPERATING 9 1 = 1 SURFACE CONDUCTIVE BARTER NONCC6LUCTIVE BARRIER CLEARANCE FRONT 35 I'7'9rm] 6 11 • ---LEFT /8 I'T9rn] r I C613 1 8 I/ 1 FRONT BACK /.8 I'3'9rr1 H7 I'661881 BACK W/F1000 36 [9'88m1 36 [91 ArrT '8 I<::h- RIGHT 36 I9'10r1 36 [91en8I '5 113'1- TOP 17 I"849881 l7 I'889r,I (7 I'8')'' II, ILAS310 IU1101 SHOE) )ATE .NCE3ES 'SIC 9/-0I '1:'ILE 'ACM1ACF EL:CT)ICAL 481C393991 J ...S. :CC A.A5i 7 OF 3 39/317'8 6////"8 C00116C WITH GAS HEAT Packaged Rooftop Builder 1.54 Page 14 of 18 Certified Drawing for 5T Project: —Untitled1 12/03/2020 Prepared By: O8:26AM �(/Carrier 1 I-LO E1,IS IME,IWR1�CF i(1 ATE MI M IC AIT .IS EL5YHEl.'S T[LA SC COA.I110, A 1, , A - vv :IIAM1`.EE.CF ELITIST IO ELLTEST,E SCETELEE w ew.�AT.A.... r- Pt ['/Li.31 / TI/SILL AT ;A SE TAIL A:NINTI 1 IF / I IASI OE 1NF VASE FA]LSI . ® If/Y %J -1 r ' \' /1 ISS JE -IA,E'IAIL )1vEISIOVS i I'51 4 BOTTOM IX ?a) lA ll8 VX 3,/A ib] I%SI EVI — PC el, 5-f/8 1dl 1FIAll C 1991 Iv.. / 'LC' IILIEI ACC C,iS 'A1CL COV)EVSLI • CONTROL 90X 18)001 9LOME9 1100E-LESSI AT4 COIL ACCESS=Art EL ACCESS+ANEC • I19OOR COIi lihi • ACCESS :A8EL TEL 1EIAIL C i�6 'd ...VVV o �_ t 5o 1 I 1 —r rr -, 1 ' i aorl ! . D' I' I� 1 i 1 ( 1,; S1 I 1 ' i i i � i Ile_701 ) BACK LEFT A -/A __. 1lH i 18 Ol 1 .1U9.:1 / 1le l '/8 I-BC_I I IA 6.,{T FRONT WI OH IT E CLASSIIICAIIOA 1 SHEET CAT! 69 EHCE)ES 05CC On 0/ IN LC VW.C CLCCT((CAL ITV ..S. ICC% V r OF ' =°ICII-0 6 9 !'8COOLI C W7M CAS NEAT /87000- - A Packaged Rooftop Builder 1.54 Page 15 of 18 Performance Summary For 5T Project: —Untitled1 12/03/2020 Prepared By: 08:26AM Part Number:48FCEAO6A2A6-0A0AO ARI SEER: 14.00 Base Unit Dimensions Unit Length: 74.4 in Unit Width: 46.6 in Unit Height: 33.4 in Operating Weight Base Unit Weight: 511 lb Medium Heat: 63 lb Total Operating Weight: 574 lb Unit Unit Voltage-Phase-Hertz: 460-3-60 Air Discharge: Vertical Fan Drive Type: Direct Actual Airflow: 2000 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: 59.3 F Evaporator Leaving Air WB: 57.7 F Evaporator Leaving Air Enthalpy: 24.85 BTU/lb Gross Cooling Capacity: 59.31 MBH Gross Sensible Capacity: 44.73 MBH Compressor Power Input: 4.14 kW Coil Bypass Factor: 0.163 Heating Performance Heating Airflow: 2000 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 110.7 F Gas Heating Input Capacity: 110.0 MBH Gas Heating Output Capacity: 88.0 MBH Temperature Rise: 40.7 F Thermal Efficiency (%): 80.0 Supply Fan External Static Pressure: 0.50 in wg Fan RPM: 2067 Fan Power: 0.94 BHP NOTE: Selected IFM RPM Range: 1478 -2390 Electrical Data Voltage Range: _ 414-506 Compressor#1 RLA: 7.8 Compressor#1 LRA: 52 Indoor Fan Motor Type: MED Indoor Fan Motor FLA: 1.9 Combustion Fan Motor FLA (ea): 0.25 Power Supply MCA: 13 Power Supply MOCP(Fuse or HACR): 20 Disconnect Size FLA: 12 Disconnect Size LRA: 57 Packaged Rooftop Builder 1.54 Page 16 of 18 Performance Summary For 5T Project: -Untitled1 12/03/2020 Prepared By: 08:26AM Electrical Convenience Outlet: None Outdoor Fan [Qty/FLA(ea)]: 1 /0.8 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 92.1 89.2 85.6 125 Hz 83.3 79.2 84.7 250 Hz 77.3 71.8 80.5 500 Hz 73.9 65.9 76.0 1000 Hz 70.6 68.1 72.4 2000 Hz 68.0 59.5 68.0 4000 Hz 64.1 52.7 62.8 8000 Hz 60.2 46.9 59.3 A-Weighted 77.2 72.0 79.0 Advanced Acoustics _ +l 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 85.6 84.7 80.5 76.0 72.4 68.0 62.8 59.3 89.2 Lw B 59.4 68.6 71.9 72.8 72.4 69.2 63.8 58.2 78.5 LwA C 53.2 52.3 48.1 43.6 40.0 35.6 30.4 26.9 56.8 Lp D 27.0 36.2 39.5 40.4 40.0 36.8 31.4 25.8 46.1 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Packaged Rooftop Builder 1.54 Page 17 of 18 Performance Summary For 5T Project: -Untitledl 12/03/2020 Prepared By: 08:26AM 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. FanCurve 2 -- �_ 7 24 _.L _ \\ - Z006 IF 3 21 237[ppM N. c-16 _,,``\ 0) --21A L -_ m - _-,, . v. 2 15 1900rdM _ �� -- - Cl_ -- .. 1 N -� \\ / CBS ` `�� -1300r8U �� C6 — �� 200BFP -11001PM _ �-. ��. 03 ' `\ 1AOel - \- J\I- `\ C.506FP�� co -_}c t--- -I I I�- I�I -I, 1 , 1 I ,. I vI 11 CO 02 01 C6 CB 10 12 14 16 18 20 22 24 26 26 33 A'rk w(CFM-thot saKis) RPM=2067 BHP=0.44 MaximtunRPM-2836 Maxims mBHP=5.00 SC-SystemCutve RP-RatedPoint Packaged Rooftop Builder 1.54 Page 18 of 18 CI MicroMetl Date: Weights: Units: Part Number: 12/14/2018 491bs/22.23kg ECD-SRTI2CA-D2DH Submitted To: Jmigueles@airefco.com Job: Notes: Economizer-Economizer-Ultra Low Leak Economizer,Vertical Orientation, Honeywell Jade W7220 Single/Multiple Speed Electromechanical Controller,Adjustable Dry Bulb Sensor,Honeywell Actuator. Painted Rain Hood With Aluminum Filter,Barometric Relief,All Necessary Panels And Hardware Included. _ A Economizer Harness with PL6 Plu � ' 9 j - Filter Access � - Door Provided ,v' on Unit , l 16 13/16" Filters Communicating " ,.1 17 t 2i�} Actuator �� r Barometric Relief O '� • Damper , Economizer Outside Air Hood • we Sensor [�Ze�� External Gear Side View Driven Dampers \ Knockouts for Wiring for Optional Prop Power Exhaust The Information contained in this drawing is the sole property of Micrometl Corporation.Any reproduction in part or whole without the written permission of Micrometl Corporation is prohibited. Indianapolis_3035 N.Shadeland Ave.,Indianapolis,IN 46226_800.MMC.HVAC••Sparks_905 Southern Way,Sparks,NV 89431_800.884.4MMC^Longview_201 Kodak Blvd.,Longview,TX 75602_903.248.4800 MieroMetl Date:12/14/2018 Weights: 491bs/22.23kg Units: Part Number: ECD-SRT12CA-D2DH Submitted To: Jmigueles@airefco.com Job: Notes: Economizer-Economizer-Ultra Low Leak Economizer,Vertical Orientation,Honeywell Jade W7220 Single/Multiple Speed Electromechanical Controller,Adjustable Dry Bulb Sensor,Honeywell Actuator.Painted Rain Hood With Aluminum Filter,Barometric Relief,All Necessary Panels And Hardware Included. Compliant Economizer: 1. Title 24:Economizers meet California Energy Commission Title 24-2013/2016 prescriptive section 140.4(damper leakage etc.),and mandatory section 120.2.i for Fault Detection and Diagnostic controls(JADE HJW10). 2. ASHRAE 90.1: Economizers meet ASHRAE 90.1-2013/2016 damper leakage requirements,and meet 2016 Fault Detection and Diagnosis requirements. 3. IECC:Economizers meet IECC 2012, IECC 2015, and IECC 2018 for outside air,return air,and relief damper(when provided)leakage requirements,and IECC 2015 and IECC 2018 for Fault Detection and Diagnostic requirements.Note: IECC 2015 and IECC 2018 requires differential return air sensor,which is included in some models 0.e. D2XH)and must be ordered separately on others 0.e.D2DH,D2ZH). 4. AMCA:Outside air and return air(volume)dampers are AMCA Class 1A rated at 1"w.g. Refer to MicroMetl NS1 catalog sheet on web site for details.Relief air dampers(when provided)are also AMCA rated.Refer to GR1 series catalog sheet on web site for details. Features: • For single or 2 speed indoor fan units with Central Terminal Board(CTB)and Compressor Staging Board. Other control options available. • Gear driven design for trouble-free operation,eliminating slippage and binding associated with standard linkage. AIR • includes assembled rainhood with aluminum water entrainment filters in the outside air section. MMM■�� • Rainhood is sloped for water run-off. rwwarriibi • Built-in barometric relief damper provided.Power exhaust options available. ;a,,,,,'.00671101 • All harnesses and plugs needed are provided. 111714111111010t.,.o. • Uses standard factory filter access door shipped with HVAC unit. MicroMed Corporation • If factory hinged access door option is installed on unit,an additional kit is required to seal hinged door properly. certifies marine models GRt and NS1 shown -OEM part no.CRPECONV003A00 or MicroMetl part number 0640-0100-HDANGL herein are licensed to bear the AMCA Seal. Notes: The ratings shown are systems include Honeywellprocedurespased on ts pestsrformed and 1. Control W7220 JADE controller mixed(supply)air temperature sensor, OA sensor in description, and spring-return in accordance with AMCA communicating actuator(some include differential return sensor as noted). Publication 511 and 2. JADE W7220 controller is field mounted in unit's control box. comply with requirements of the AMCA Certified 3. Mixed(supply)air sensor is field installed in indoor blower fan section. Ratings Programs. 4. Differential return sensor(included in"-D2XH"and "-D2ZH"models or can be ordered separately MicroMetl Part No.9901-2022-DIFF JC2)is field The AMCA Certified P Y- Ratings Seal applies installed in return duct. to Air Leakage and Air Performance ratings. 5. ASHRAE IECC,and Title 24 require the economizer controller be capable of reporting faults to a fault management application accessible by day-to-day operating or service personnel.or annunciated locally on zone thermostats or in some codes other devices are acceptable.Refer to applicable code requirements and to MicroMetl instructions for suggestions. 6. For older single speed models without the Central Terminal Board the"-D2"part number is replaced by"-DJ"_(See separate submittal). The Information contained in this drawing is the sole property of Micrometl Corporation.Any reproduction in part or whole without the written permission of Micrometl Corporation is prohibited. Indianapolis_3035 N.Shadeland Ave.,Indianapolis,IN 46226_800.MMC.HVAC••Sparks_905 Southern Way,Sparks,NV 89431_800.884.4MMC••Longview_201 Kodak Blvd.,Longview,TX 75602_903.248.4800 VALAR Consulting Engineering 12042 SE Sunnyside Road #357 Clackamas, Oregon 97015 RECPJVED December 24, 2020 )r t 3 0 2020 GE; ' I IGARD BUILDING DIVISION Chris Griffiths MacDonald-Miller Facility Solutions 12801 NE Airport Way Portland, Oregon 97230 RE: Park 217 Fan Roof Top Unit Replacement 12010 SW Garden Avenue Tigard, Oregon 97223 Dear Chris: Please find attached calculation pages 1 thru 23 dated December 2020, which verifies the structural adequacy of the framing and anchor to support the new 625-pound and 574-pound fan units located at the Park 217 Building located in Tigard, Oregon. The units will replace the existing unit in the same location as shown in the attached detail package dated December 24, 2020. The units shall be attached as follows: • Fasten unit to the structure as shown on the referenced details dated December 2020. • The new unit shall be in the same location as the existing. • Existing structure shall be inspected and be in good condition to accept the new units. Notify VALAR if the dimensions do not match or conflicts exist prior to proceeding with installation. The calculations provide verification that the existing roof framing has the adequacy to meet the intent of Chapter 34 of the 2019 Oregon Structural Specialty Code. The anchorage and existing structural information are shown in the calculation package. Notify VALAR of any changes or discrepancies prior to proceeding. ERUCT URq PROpeo' If you have any questions, please let me know. rG1N 6 JF.F Sincerely, SA F9 D TFBE MANPP\cS/ Norman Faris, P.E., SE EXPIRES: 12/31/21 Principal Attachments 20171/NJF Park 217-Rooftop Units Structural Calculations 1/23 MECHANICAL ATTACHMENT DESIGN PARK 217 12010 SW Garden Ave., Tigard, OR 97223 12/24/2020 . Park 217-Rooftop Units VALAR Consulting Engineer culations 2/23 12042 SE Sunnyside Road #357 Clackamas, Oregon 97015 Overturning Moment on Mechanical Equipment: 1. Seismic: ASCE-7 Chapter 13 - Seismic demand: (13.3.1) 0.4 SDSW z fph = °I \\JJ p (1 + 2—h) \Rp/ Where; Fp seismic force (LRFD) F.;F. MI a SDs spectral acceleration. _ ap amplification factor. F„F, 10 Ip Importance factor. Wp operating weight. Rp response modification factor. 14 B.. PI z height of attachment. h average height of the structure Where; CG is the center of gravity and A, B are Fp should not be less than 0.3SDSIp Wp and not greater than 1.6SDSIpWp the point of anchorage/attachment. Vertical load:fp v = +0.2SDsIpWp - Uplift force: T = 0.7 fph Hequip — 0.6Wp — 0.7 fpv 2 B equip 2 - Sliding load: V=0.7fph 2. Wind: ASCE-7 Chapter 29 Design wind load: ghGCfAs signs and walls F = gh(GCf)Af Roof equipment gh(GC,.)A,.Roof equipment Where; qh velocity pressure and equal; qh=0.00256 Ke Kz Ki,V2 Ke ground elevation Factor. Kz velocity exposure coefficient. IQ wind directionally factor. V basic wind speed. G gust effect factor. Cf net force coefficient. Az gross area of sign/wall. Af vertical projected area. A,horizontal projected area. Design wind load should not be less than 16 psf multiplied by the Af. - Uplift force: 0.6Fh Hequip 0.6Wp — 0.6Fv T = — 2 Bequip 2 - Sliding load: V=0.6Fh 12/24/2020 Park 217-Rooftop Units Structural Calculations 3/23 VALAR Consulting Engineering Task:Design Anchorage for RTU Client 12042 SE 5unnyside Road 8357 Location:11844-12256 SW Garden PI, Date:December,21,2020 Clackamas,Oregon 97015 Tigard,OR 97223 table 1 table 2 table 3 table 4 Equipment Propetles Curb/leg Properties Combined Seismic Properties Chapter 13 ASCE-7 Weight(Ib) 625 Weight(Ib) 125 Weight(Ib) 750 Sos 0.691 Length(in) 75 Length(in) 0 Height(in) 62 Height(ft) 50 Height(in) 42 Height(in) 20 OthelliMill. al, 2.5 Width(in) 46 Width in 46 Rn 6 Attac.H(ft) 50 I 1 On 2 Seismic Load Fos(Ib) Limits Controls Vertical Componenet Design Summary(note 1) Normal 216 216 216 Fw(Ib) Uplift(note 6) Sliding Minimum 130 216 upward -103.7 -82 151 Maximum 691 216 216 downward 103.7 Seismic Overturning Seismic Moment(lb-in) Uplift Force(Ib) Resisting force (Ib) Net Uplift(Ib) 4534.7 69.0 151.2 -82.2 UNIT TO ADAPTER Seismic Load Other Conditions Case(note 2) Fon(Ib) Limits Controls Vertical Componenet Normal 259 259 259 Fin,(lb) Design Somme (note 1 Minimum 155 259 upward -103.7 Uplift(nate al Sliding Maximum 829 259 259 downward 103.7 -26 259 Seismic Overturning Seismic Moment(lb-in) Uplift Force(Ib) Resisting force (Ib) Net Uplift(Ib) 10710.5 163.0 188.7 -25.7 ADAPTER TO CURB GENERAL NOTES: :.IF concrete cell on table 2="yes",LRFD is used for load analysis.If"no"ASD Levl is used. 2."Other conditions"means that the used height to calculate the overturning is the height of the equipment in table 1 plus other heights(leg/curb)table2.the overturning arm is taken the maximum of(2/3x(table 3 height)),(table 1 height/2+leg or curb Height). 3.Wind Load is based on the actual area of the equipment. 4.tabels 1 thru 3 list the properties of the equipment and other conditions properties(all units are shown in the tables).table 4 lists the seimic properties.tabels 5 for wind properties.table 6 comply with ASCE7-16 section 29.4.1 All units ine the design summry cells are in Ib. at uolift cell minuc indiratec no imlift and the weieht of the unit is enough to recut the uplift force 12/24/2020 Park 217-Rooftop Units Structural Calculations 4/23 VALAR Consulting Engineering Task:Design Anchorage for RTU Location: Client: 12042 SE Sunnyside Road K357 11844-12256 SW Garden PI,Tigard,OR Date:December,21,2020 Clackamas,Oregon 97015 97223 table 5 - table 6 _ Wind Properties Chapter 29 ASCE-7 Building/Equipment Requirement V(mph) 100 B(ft) 165 B(ft) 165 Ka 0.85 h(ft) 30 L(ft) 210 Kh 1 0.18h(ft^2) 495 0.1BL(f02) 3465 Ke 1 Rh(ft^2) 4950 BL(ft^2) 34650 Ar(ft^2) 22 Ar 24 (GCF) 1,9 GCr 1.5 ' Wind Load Wind Pressure Minimum Design Wind Design Summary(note 1) Velocity Pressure)psf) (psf) Pressure Load(Ib) Vertical Wind Load Per Side(I. Uplift(note6l I Slidin: 21.8 41.3 16.0 904.4 391.0 295 543 • Wind Overturning Wind Moment(lb-in) Uplift Force(Ib) Resisting Force(Ib) Net Uplift(Ib) ix 18992.4 482.3 187.5 294.8 UNIT TO ADAPTER Wind Load Curb Case (note 2) Wind Pressure Minimum Design Wind Design Summary)note 1 Velocity Pressure(psf) (psf) Pressure Load(Ib) Vertical Wind Load(lb) Uplift(note 6) I Sliding 21.8 41.3 16.0 904.4 391.0 497 543 Wind Overturning Wind Moment(lb-in) Uplift Force(Ib) Resisting Force(Ib) Net Uplift(Ib) 37381.9 722.2 225.0 497.2 ADAPTER TO CURB GENERAL NOTES: IL IF concrete cell on table 2="yes",LRFD is used for load analysis.If"no"ASD Levi is used. 2."Other conditions"means that the used height to calculate the overturning is the height of the equipment in table 1 plus other heights(ieg/curb)tablet.the overturning arm is taken the maximum of(2/3x(table 3 height)),(table 1 height/2+leg or curb Height). 3.Wind Load is based on the actual area of the equipment. 4.tabeis 1 thru 3 list the properties of the equipment and other conditions properties(all units are shown in the tables).table 4 lists the seimic properties.Labels 5 for wind properties.table 6 comply with ASCE7-16 section 29.4.1 5.All units In the design summry cells are in lb. A at uplift tell minus indicates no uniift and the weight of the emit is ennugh to resist the im a tt fare 12/24/2020 Project Rark21$:Roo$oO[ nits By Sheet No. VALAR LLC Location structural Calculations Date — 5/23 CONSULTING ENGINEERING Client Revised Project No. Portland, Oregon www.valarengineering.com Scale L'r'av _T /4 C / d ! r rreC i cC Corne'1;,7n —1 s't r - {,.,- :. i 4 y1004 l '✓il ytk• .7rt- Agl \l µ t{ , /3 t j 3 r- 2 G1 I'o 't‘,cii( = St.t3 lb L<Arei C - `i„..,4, : 5 7-3 I iv 0\cw C c 3r ; St/3f41 rj44-e$ 1367 lb i AT ' 5^�.'" /0 36 lb v jv 44 cr_ 4t- ( g6 } - 31 is° 1 r: �ri i3e• Ta.c.'. -l /- /31 t 3 S = -^7 r ,n 4. 760+ + tryt -'43 tb l a I4 t i, 2 #/o- 16 Ea) , et, (2) (+34 ) 1?- 2, I b> /ti1 , 12/24/2020 f ,,j Project PACA7-RcrofTap Units By Sheet No. VALAR LLC Location Structural Calculations Date 6/23 CONSULTING ENGINEERING Chent Revised Project No. Portland,Oregon www valarengineenng com Scale ttiti Uc... C.3-41=i_4. (.z•-•,,,,,,:„4 . /1: (/8)( 2110) • r (q ) (34) LA.,,,'t" .6:4-ce., t),,,A‘c\OPAA le'L. a,—k, tu,10.10.;tle- I • ,\Luvr1.1 •(... - V I , - _ _ _ "_7‘) 4.1-. p: 47,ti 4-fr /i n4, rti.... --rlYtt-C+ -4,fig c....,v, c?d-E- , k-•)etc),_ Z 4/4 , i Cze/r?ec--:(ILI -4) c-,4„-k, 00- vk.)_ I , 2. o .. (A" e- \/ -t,.. -4 3/16 " ..."-- • • r ',i ( -tt 14 1 i 1 t 4..., .r. ' i , ' 4.• ' IS ? 1 t k 6.0nri ecf1' eC611.01, otoree4104.-- Va. :- 2. ?Z. s x 3 * 4( 40q. / 34. 1,, z, .40,9,44 e. 4 144..v.K. 1,4, r' , ‘ i 1214ilf -.'? (.311,e i 1 ii ; V evit 4- 0 V- r 0 4r5 K 72. ; (t )(s30) .:- ‘,....J. - dt. )....i e —F- _,, ( 1,31 Ownee.) 12190gx)17-673.):-.-2ith? vi-ta ; ,.e . c)( 111(, )( 0 oti ):L.14') ': 3 3K /,-.- /°aVti z- 2:72 Lici a09#1,- , ‘d. 12/24/2020 Project Ptr 21x7, Rooftop-Units By Sheet No. VALAR LLC Location Structural Calculations Date 7/23 CONSULTING ENGINEERING 'Client Revised Project No. Portland,Oregon www.valarengineering.com Scale ,;4;t" t{-f¢4zA/Yte., /L4 4 T . ) : awr, e , ( 6 a-41tx i-' M„ ( .4 ;47,g !k0 > ,: 2.16 110 L"-t,G •', `4- _ cr i-y u: ,f ',o t 1,a,/ .2 ; (0 . JoS)1( ()Co,25) (33 /f,61— rdill a 6 q3) ` L)i' � —�, 25=elesF SY3 I4a Melia--- fa ;1 '13 IC _; 4.. > 5 , 2.16 k_i.z.. tii. Wit~ 12 G. a ^4 ?t�t..4 !a"x >1 T - `Y= v c g yZt 3 -<,-t(.. S i - i .....,____________/ —t rey i/O — f6 e/Co rnr '/ 5cve d i1 v3 Z # /c rr e/Co trx i.SC✓e S . Ye i ;4:„L kii,onl be/-; —� .3 9 NOT ENOUGH 29 'dt) 00 at cwv17 : Y: * 81, wed 50-ewj., `= (10) (i,6' ): /QC/ tb 3 #/0- 11 4° bb ;off.,2i p amI / 3 3 - 7 $ fc ,, g #' 3 4,4100, Sc y- i, e1utiI $/ 40, 12/24/2020 Park 217-Rooftop Units Structural Calculations 8/23 OTHERS 12/24/2020 12/22/2020 U.S.Seismic Design Maps Park 217-Rooftop Units O �� Structural Calculations [All Calif ORM. Park 217 11844 SW Garden PI, Tigard, OR 97223, USA Latitude, Longitude: 45.4344443, -122.763448 Dutch Bros Coffee Wells Fargo Bank 9 Salvation Army Costco Wholesale 9 ily Store &... JOANN Fabrics and Crafts %L. ) Sushi Ki-ichi Go nle Map data©2020 Date 12/22/2020,9:59:16 AM Design Code Reference Document ASCE7-16 Risk Category 11 Site Class D-Default(See Section 11.4.3) Type Value Description Ss 0.864 MCER ground motion.(for 0.2 second period) S 0.395 MCER ground motion.(for 1.0s period) SMs 1.036 Site-modified spectral acceleration value SMt null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.691 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 0.393 MCEG peak ground acceleration FpGA 1.207 Site amplification factor at PGA PGAM 0.474 Site modified peak ground acceleration T� 16 Long-period transition period in seconds SsRT 0.864 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 0.974 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.395 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.456 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.887 Mapped value of the risk coeffiagint2Ritt periods https://seismicmaps.org 1/3 12/22/2020 U.S.Seismic Design Maps , Type Value Description Park 217-Rooftop Units CR1 0 867 Mapped value of the risk&ftYgt cfliSlatiSTR 1 s 10/23 ASCE 7 HAZARD TOOL t Location 12256 SW Garden Pl.Portland,Oregon.97223 ,.., 174 ft with respect to North American 4,( Elevation ,. Vertical Datum of 1988 NAVD 88) ',. Let 45 43188 Long -122 763845 '...," Standard ASCESEI 7 16 ..- Risk , Category " Soil Gk. D-Defaurt d.see Secton r, 4 3) Class' Wind q7 ,frricn 41 Wind Details ,,... SUMMARY (C- le„ Blind Seee.d 97'.„,-nch Aft data are per the require I vents of the ASCVSEI 7 ,t:*., .,q n- 10-yea r MR 66 Vniph standard;local requirements may vary CI E.ASCE 50.year MI 77 Vmph C 2017-2.018 ''','2 year\..,-1 Value provided,s 3-second gust wind speeds at 33 ft above ground for ASCE7 Online , Exposure C Category.based on linear interpolation D€Vve•en,00ntours Wind A foster easier way to work with Standard ASCE speeds are,nterpoiated in accordance with the 7-16 Standard ',Aind speeds 7 ,correspond to approximately a 7%probability of exceedance:n 50 years f annual exceedance probabslity 7 0 00143,N1Ri..-,,700 years, -.,,i,oane prone req&on as defined in ASCE/SEI 7 16 Section =6 .... Data Source iiik. .1111i1MISIBIL ASCE/SEI 7'''6 FAq 26 5,1B and Fins,CC 2-1--CC 2 4 12/24/2020 https://seismicmaps.org 2/3 Park 217-Rnnftn I Initc UnitrReeportilar 6T 11/23 Project: -Untitledl 12/03/2020 Prepared By: 08:26AM Unit Parameters Dimensions (ft. in.) &Weight (lb.) *** Unit Model: 48FCEM07A2A6-0A0A0 Unit Length: 6'2.375" Unit Size: 07(6 Tons) Unit Width: 3' 10.625" Volts-Phase-Hertz: 460-3-60 Unit Height: 3' 5.375" Heating Type: Gas H Total Operating Weight: 625 lb Duct Cfg: Vertical Supply/Vertical Return Medium Heat *" Weights and Dimensions are approximate. Weight..es Single Circuit, Two Stage Cooling (07 only) not include unit packaging Approximate dimensio s are provided primarily for shipping purposes.For ex. t dimensions and weights,refer to appropriate t .duct data catalog. Lines and Filters Return Air Filter Type: Throwaway Refrigeration Systems Of ions Return Air Filter Quantity: 4 Return Air Filter Size: 16 x 16 x 2 Single Circuit,Two S -ge Cooling Unit Configuration Direct Drive- EcoBlue- Medium Static Al/Cu -Al/Cu Base Electromechanical Controls Standard Packaging Existing Weight = 643# Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(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 48FCEM07A2A6-0A0A0 Rooftop Unit 1 3rd Party - Low Leak Temperature Economizer w/ FDD 12/=4/2020 Packaged Rooftop Builder 1.54 Page 4 of 18 Park 217-Rooftop Units Structural Calculations 12/23 Certified Drawing for 6T Project:—Untitledl 12/03/2020 Prepared By: 08:26AM 4 d iO�, ry .6>.. Iv\ .E:A: V\I\VB[ 5.Iv\ 0a IB,..'.I33d Il lB At 3Id A IIY J\[f Inl'I I[ S [ III t CB I I. II9 1 l 3- . y 113 ]I In/ L I.?`40-:I t 3 1 C 1 11,LOW f Ld I/a I 1' 1 < v� LL YI[W AWv.E[\:311 A\vl[ 8 '."3'I 1 it ~IXI,E - EUI1Gv1 1 DWI �'.1 1 L [IB'I. I11A]FILL/ o L I 1\(Mott ledrl [ - V\ [ )[- 1 Jlel\ 163�1Y 1 L llll E.V PT L ! Ic' 1 OM C' "L"M11IX X01 / d.,/t \(l-t NFU [ [�I E 0 S A.. l 9A:. le 4 ;. t W �.. J I iieil ''.e91 6 f All C •1 t .. 'rr I'�, 5[ ' S 5:�. I • ; C 11,1. , .. le, la L9 \ Ali ..t A. G 1)L / ,t �>i ,1 GEd nti t\C_ 91 ) J 1. J Ilry I[ �� —\ I 1 . -_ ...1.. ` t t JI I B561 'I 1—'- IB'] I AI '3 1 '— ) 1I]^.lit J-, L.IB t .y TOP •a. [\,\ ce, I -iI FC'.If bl 1AAI1 1.'31 1�51 "' r,I Li[3 < 0 1\A1 I II LE I\ 0 L lEl '/b y ( _ ,E_ I.e 1 E v1E.(E 1= 1 a I �1 C. Il 11F1 � --IP�IIE "-IIB r 1 // 1 J9' A1'1"" ii 1 4111 Psm 1°` 1 e it � i�C YAVLI� Vmi. -3d 3-Ea Y— - IL'/B !3Id 1 6. 1 f 1 '1 I'e(1 13.1 y5B 1/Ill tI LEFT a 1 Iltl fil )Ll1[, ?LOW RIGHT 1 t (I,IL =BILI I AII r II3([E/ 12,C.[Bi 1I\1LL ALBp8L Mt AL vFv 5. :CC1 1(. 'VI l 1 19i:1/'8 6/'l/'E ram INC W"N CAE NIA- 511:;..1:91 I q Packaged Rooftop Builder 1.54 Page 5 of 18 12/24/2020 • Park 917-Rnnftnp I Initc UnitrReportl ®r 5T 13/23 Project: —Untitledl 12/03/2020 Prepared By: 08:26AM Unit Parameters Dimensions (ft. in.) &Weight (lb.) *** Unit Model: 48FCEA06A2A6-0AOA0 Unit Length: 6'2.375" Unit Size: 06(5 Tons) Unit Width: 3' 10.625" Volts-Phase-Hertz: 460-3-60 Unit Height: 2'9.375" Heating Type: Gas ,k Total Operating Weight: 574 lb Duct Cfg: Vertical Supply/Vertical Return Medium Heat "' Weights and Dimensions are approximate. Weig does not include unit packaging. Approximate dimen-.ns are Standard One Stage Cooling Models provided primarily for shipping purposes.For act dimensions and weights,refer to appropri. • product data catalog. Lines and Filters Return Air Filter Type: Throwaway Return Air Filter Quantity: 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Existing Weight = 588# Direct Drive- EcoBlue- Medium Static Al/Cu -Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(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 48FCEA06A2A6-0AOA0 Rooftop Unit 1 3rd Party - Low Leak Temperature Economizer w/ FDD Packaged Rooftop Builder 1.54 12/24/2020 Page 12 of 18 • , Park 217-Rooftop Units Structural Calculations 14/23 Certified Drawing for 5T Project:-Untitled1 12/03/2020 Prepared By: 08:26AM CrL 6. 1I Ccrrler . ,,. JETC EEC] ArSE].119r''' Jle I P Af/c '° — _ n 1 1 1 L 1 LI�I IL Ii a _ _ y L 1 1 L A¢ala.1[ ] � ] 3le � A ya'uv u n L.-on[].--r-HOLE F m 1L'.VVIEW'u11,SI V:)I;CLEF I;'^ IP+ Ifi'Il f i'1p10\l xP. `IP'EA AP IA IIf1.A(0\ii.a WIII, OL: 1+011 I + 1[1 C1 1 F)ipl\ o c loPele � tnmv L H f +. L nlarc-a.l I l FL4 CLE El E L L AA A 1.11 I 11 L :L"CAP, PAPA A L 1,6 OIL 6,A / I _ �., I .PAI\0 f\1\c ra EE tx[ ASL A +AC rO 0 355 t ' a 6A1 lb f P _I _ I 13 ]] 0 L v 5/ [ OVI:Ef / 1061 ._P.: f 1 t )+ Gr 1 1.;a 1891 1-'I .._.l _ 11� fL L!rll! I 1l'PI'1.3nI PEI 66 Euni I + I 9 ... y . . . I I v PP .._ 6 r]-)le— e 15"61 1 19 1 .tl A 4 — ' . I61+1LI t 3 ') .i I61^I 1`61 e+.-)+P TOP i+8 115f0\111t FEE] I.+)J IPf', l tt1 2- �� .AI rI0 I rrl Ltf: 011 A f[5''A1FL to Ljct ut. r.: P.va -ve �L .. . E , ISs91 0.LI)F v:L' 611. _� rsel I.PI. r—�-1 r F . Ltti�fiE�t� L jH A]I]J s—;le- eCE 5-;u fl` ile 9 [',61 1 6] i+l 1'6_ I+B Ail LEFT I fiP9] iSFM(li]C I+- 11P6] lEL1 it FRONT rLur lit II*..1 RI(iR A1: n:]Eu5LI1 ,, FxEE] ]ATE -'°]1LLC 'ACES ELECT L] n_ :Er ..._iCC] 4$1 '08 l I :918ll"6 :A]F]]8 +C00L11C 111811 CA5 4861 +886:33893 A Packaged Rooftop Builder 1.54 Page 13 of 18 12/24/2020 ESicc EVALUATION SERVICE" ICC-ES Evaluation Report ESR-3332 Reissued September 2020 This report is subject to renewal September 2021. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 05 00 00—METALS Company Name Product Name Section: 05 05 23—Metal Fastenings Elco Construction Products Dril-Flex® DEWALT Dril-Flex® REPORT HOLDER: Hilti Kwik-Flex® Indented hex washer head parts are coated with a ELCO CONSTRUCTION PRODUCTS corrosion-preventive coating identified as Stalgard® SUB, which is silver in color.All other head styles are coated with EVALUATION SUBJECT: a corrosion-preventive coating identified as Stalgard®,which is silver in color. The drill point and lead threads of the DRIL-FLEX®SELF-DRILLING STRUCTURAL SCREWS screws are heat-treated to a relatively high hardness to facilitate drilling and thread forming. The balance of the ADDITIONAL LISTEES: screw is treated to a lower hardness complying with the hardness limits for SAE J429 Grade 5 screws and the DEWALT hardness limits for ASTM A449-10 Type 1 screws. Table 1 provides screw descriptions (size, tpi, length), nominal HILT!, INC. diameters,head styles,head diameters, point styles, drilling capacities and minimum required protrusion lengths. 1.0 EVALUATION SCOPE 3.1.1 Type 1: These #10 screws have coarse threads Compliance with the following codes: and a phillips pan head. See Figure 1. ■ 2018,2015,2012,and 2009 International Building Code° 3.1.2 Types 2A and 2B:These#10 screws have coarse (IBC) threads and an indented hex washer head. See Figure 2. • 2018, 2015, 2012 and 2009 International Residential 3.1.3 Type 3: These#10 screws have fine threads and Code°(IRC) a phillips wafer head. See Figure 3. For evaluation for compliance with codes adopted by Los 3.1.4 Type 4: These#12 screws have coarse threads and Angeles Department of Building and Safety (LADBS), see an indented hex washer head. See Figure 4. ESR-3332 LABC and LARC Supplement. 3.1.5 Ty pe 5: These#12 screws have coarse threads and Property evaluated: an indented hex washer head. See Figure 5. Structural 3.1.6 Type 6: These#12 screws have coarse threads and a phillips undercut flat head. See Figure 6. 2.0 USES 3.1.7 Type 7: These#12 screws have fine threads and an Elco Dril-Flex® Self-Drilling Structural Screws are used to indented hex washer head. See Figure 7. connect cold-formed steel members together, to connect 3.1.8 Type 8: These '/4-inch screws have coarse threads cold-formed steel to hot-rolled steel plates and to connect and an indented hex washer head. See Figure 8. sheet steel to cold-formed steel. The screws are used to resist shear and tension loads in engineered connections. 3.1.9 Type 9:These 1/4 inch screws have fine threads and The screws may be used under the IRC when an an indented hex washer head. See Figure 9. engineered design is submitted for review in accordance 3.1.10 Type 10: These '/4-inch screws have fine threads with IRC Section R301.1.3. and an indented hex washer head.The lead threads have a 3.0 DESCRIPTION design identified by the manufacturer as Round Body Taptite®. See Figure 10. 3.1 General: 3.1.11 Type 11: These 5/16-inch screws have coarse Elco Dril-Flex® Self-Drilling Structural Screws are threads and an indented hex washer head.The lead threads proprietary, fully-threaded, self-drilling tapping screws that have a design identified by the manufacturer as Round Body have a dual heat treatment. Product names for the report Taptite®. See Figure 11. holder and the additional listees are presented in the 3.1.12 Types 12A and 12B: These 5/i6-inch screws have following table: fine threads and an indented hex washer head. At the end ICC-ES Evaluation Repons are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. Thery2492432pmty by ICC Evaluation Service,LLC express or implied,as ain. to any finding or other matter in this report,or as to any product covered by the report. act Copyright©2020 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 9 ESR3332 I Most Widely Accepted and Trusted Page 2 of 9 Park 217-Rooftop Units of the screw, the shank of type 12A screws are notc]fggh]gl calculmtglilsin ASTM F1941,as required by ASTM C1513,wjtos form a shank slot. On 12B screws, the lead threads have a white corrosion after three hours and no red rust after twelve design identified by the manufacturer as Round Body hours. Taptite®. See Figures 12 and 13. 4.2 Installation: 3.2 Screw Material: Installation of Elco Dril-Flex®Self-Drilling Structural Screws The screws are formed from alloy steel wire complying with must be in accordance with the manufacturer's published the manufacturer's specifications. The screws are heat- installation instructions and this report. The manufacturer's treated to a through-hardness of 28 to 34 HRC.The drilling published installation instructions must be available at the point and lead threads are heat-treated to a minimum of jobsite at all times during installation. 52 HRC. Selection of screw length and point style must be based 3.3 Connected Material: on the thickness of the fastened steel members plus the The connected steel materials must comply with one of the minimum required protrusion past the back side of the standards listed in Section A3.1 of AISI S100-16 (Section supporting steel. Point selection must be based on the A2.1.1 of AISI S100-12, Section A2 of AISI S100-07 for the drilling capacity of the screw. See Table 1 for minimum 2012 and 2009 IBC)and must have the minimum thickness, required protrusion lengths and drilling capacities. yield strength and tensile strength shown in the tables in this The screws must be installed without predrilling holes in the report. receiving member of the connection.The drilling function of 4.0 DESIGN AND INSTALLATION the fastener must be completed prior to the lead threads of 4.1 Design: the fastener engaging the metal.When the total connection thickness exceeds the maximum drilling capacity shown in Elco Dril-Flex® Self-Drilling Structural Screws have been Table 1, clearance holes must be provided in the attached evaluated for use in engineered connections of cold-formed material to reduce the thickness to be drilled by the screw. steel construction. Design of the connections must comply Clearance holes must be 13/64, 15/64, 17/64 and 21/64 inch (5.2, with Section E4 of AISI S100. Nominal and available screw 5.9, 6.7 and 8.3 mm) in diameter for #10, #12, 1/4-inch- tension and shear strengths for the screws are shown in diameter and 5/le-inch-diameter(4.7, 5.5, 6.4 and 7.9 mm) Table 2. Available connection shear, pull-over and pull-out screws, respectively. The screws must be installed capacities are given in Tables 3,4 and 5, respectively. For perpendicular to the work surface using a screw driving tool tension connections, the lowest of the available screw incorporating a depth-sensitive or torque-limiting nose tension strength, pull-over strength and pull-out strength, in piece. The installation speed for 5/i6-inch diameter screws accordance with Tables 2, 4 and 5, respectively, must be should not exceed 1,200 rpm. The installation speed for all used for design. For shear connections, the lower of the 1/4-inch diameter screws and #12 screws with a #5 point available screw shear strength and the shear (bearing) type should not exceed 1,800 rpm. The installation speed strength, in accordance with Tables 2 and 3, respectively, for all other screws should not exceed 2,500 rpm. The must be used for design. Design provisions for tapping screws must penetrate through the supporting steel so that screw connections subjected to combined shear and torsion the minimum required protrusion length requirements listed loading are outside the scope of the report.The connection in Table 1 are met. This ensures that the higher hardness shear strength is for connections where the connected steel portion of the screws or a minimum of three threads will elements are in direct contact with one another. protrude past the back side of the supporting steel For screws used in framing connections, in order for the 5.0 CONDITIONS OF USE screws to be considered fully effective, the minimum The Elco Dril-Flex®Self-Drilling Structural Screws described spacing between the screws and the minimum edge distance must be three times the nominal diameter of the in this report comply with,or are suitable alternatives to what screws, except when the edge is parallel to the direction of is specified in, those codes listed in Section 1.0 of this the applied force, the minimum edge distance must be 1.5 report,subject to the following conditions: times the nominal screw diameter. When the spacing 5.1 The screws must be installed in accordance with the between screws is less than 3 times the nominal screws manufacturer's published installation instructions and diameter, but at least 2 times the screw diameter, the this report. If there is a conflict between the connection shear strength values in Table 3 must be manufacturer's published installation instructions and reduced by 20 percent[Refer to AISI S240 Section B1.5.1.3 this report,the more severe requirements govern. (Section D1.5 of AISI S200)]. See Table 6 for applicable spacing and edge distance dimensions for each screw size. 5.2 The allowable connection capacities specified in Section 4.1 are not to be increased when the screws For screws used in applications other than framing are used to resist short-duration loads,such as wind or connections,the minimum spacing between screws must be seismic forces. three times the nominal screws diameter and the minimum edge and end distance must be 1.5 times the nominal screw 5.3 Evaluation of screws subjected to cyclic or fatigue diameter. Additionally, under the 2009 IBC, when the loading is outside the scope of this report. Applicable distance to the end of the connected part is parallel to the Seismic Design Categories must be determined in line of the applied force, the allowable connection shear accordance with the code for the entire assembly strength determined in accordance with Section E4.3.2 of constructed with the screws. Appendix A of AISI S100-07 must be considered. 5.4 Drawings and calculations verifying compliance with Connected members must be checked for rupture in this report and the applicable code must be submitted accordance with Section J6 of AISI S100(Section E6 of AISI to the code official for approval. The drawings and S100-12 for the 2015 IBC; Section E5 of AISI S100-07/S2- calculations are to be prepared by a registered design 10 for the 2012 IBC;Section E5 of AISI S100-07 for the 2009 professional when required by the statutes of the IBC). 12/24/2020 jurisdiction in which the project is to be constructed. When tested for corrosion resistance in accordance with 5.5 The screws are manufactured under a quality-control ASTM B117, the screws meet the minimum requirement program with inspections by ICC-ES. ESR-3332 I Most Widely Accepted and Trusted Page 3 of 9 Park 217-Rooftopyp�Units 6.0 EVIDENCE SUBMITTED Structural Calcur'at 9onThe Additional Listees' contact information i7/ je Data in accordance with the ICC-ES Acceptance Criteria for following: Tapping Screw Fasteners Used in Steel-to-steel DEWALT Connections(AC118), dated January 2018. 701 EAST JOPPA ROAD 7.0 IDENTIFICATION TOWSON, MARYLAND 21286 7.1 The self-drilling tapping screws are marked with a www.DEWALT.com I"on the top surface of the screw heads, as shown HILTI, INC. in Figures 1 through 13. Packages of self-drilling 7250 DALLAS PARKWAY, SUITE 1000 tapping screws are labeled with the report holder or PLANO,TEXAS 75024 listee name (and address, product brand name, (800)879-8000 product number or item number, size and length, point www.us.hilti.com type and the evaluation report number (ESR-3332). 7.2 The report holder's contact information is the following: ELCO CONSTRUCTION PRODUCTS 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800)524-3244 www.elcoconstruction.com infoElco(d)sbdinc.com ,;Stiff.r �,'`��_., ' i 4 5 i;1M,1 ',�i i ', • FIGURE 1—#10-16 PHILLIPS PAN HEAD FIGURE 8-1/4-14INDENTED HEX WASHER HEAD (TYPE 1 SCREW) (TYPE 8 SCREW) � ' 1laplltl111fah� ,11k �u�'�NB al VAMP' FIGURE 2—#10-16 INDENTED HEX WASHER HEAD FIGURE 9-1/4-20 INDENTED HEX WASHER HEAD (TYPE 2A and 2B SCREW) (TYPE 9)SCREW �� ( � � 11I�0811�I1uaVNl1114`�'., _ri FIGURE 3-#10-24 PHILLIPS WAFER HEAD FIGURE 10-1/4-20 INDENTED HEX WASHER (TYPE 3 SCREW) (TYPE 10 SCREW) �� I 'gip��'a'bN��;�� '; FIGURE 4—#12-14 INDENTED HEX WASHER HEAD FIGURE 11-5116-18 INDENTED HEX WASHER HEAD (TYPE 4 SCREW) ROUND BODY TAPTITE(TYPE 11 SCREW) 0 FIGURE 5—#12-14 INDENTED HEX WASHER HEAD FIGURE 12-5/16-24INDENTED HEX WASHER HEAD (TYPE 5 SCREW)�{�{ \ft)� WITH SHANK SLOT(TYPE 12A SCREW) IMI��14hi4 lip � �,I 'i ' I l i FIGURE 6-#12-14 PHILLIPS UNDERCUT FLAT HEAD FIGURE 13-5/15-24 INDENTED HEX WASHER HEAD (TYPE 6 SCREW) ROUND BODY TAPTITE(TYPE 12B SCREW) FIGURE 7—#12-24 INDENTED HEX WASHER HEAD (TYPE 7 SCREW) 12/24/2020 ESR-3332 I Most Widely Accepted and Trusted Page 4 of 9 Park 217-RooftopUnits Ag TABLE 1-ELCO DRIL-FW f� gSTRUCTURAL SCREWS 18/23 DRILLING MINIMUM SCREW DESCRIPTION NOMINAL HEAD HEAD POINT CAPACITY' REQUIRED ' TYPE (nominal size and tpi) DIAMETER STYLE' DIAMETER TYPE (inch) PROTRUSIONS (inch) (inch) Min. Max. (inch) 1 #10-16 0.190 PPH 0.365 #2 0.048 0.110 0.406 2A #10-16 0.190 IHWH 0.400 #3 0.048 0.150 0.500 2B #10-16 0.190 IHWH 0.415 #3 0.048 0.150 0.500 3 #10-24 0.190 PWH 0.470 #3 0.048 0.150 0.468 4 #12-14 0.216 IHWH 0.500 #2 0.048 0.110 0.625 5 #12-14 0.216 IHWH 0.415 #3 0.048 0.187 0.500 6 #12-14 0.216 PUFH 0.415 #3 0.048 0.187 0.500 7 #12-24 0.216 IHWH 0.415 #5 0.048 0.500 0.938 8 1/4-14 0.250 IHWH 0.500 #3 0.048 0.210 0.563 9 1/4-20 0.250 IHWH 0.500 #4 0.060 0.312 0.688 10 1/4-20 0.250 IHWH 0.500 #5 0.060 0.500 0.938 11 5/1 -18 0.313 IHWH 0.600 #3 0.105 0.312 0.688 12A 5/1s-24 0.313 IHWH 0.600 #4 0.105 0.312 0.750 12B 5/16-24 0.313 IHWH 0.600 #4 0.105 0.312 0.750 For SI:1 inch=25.4 mm. 'Head styles:IHWH=Indented Hex Washer Head;PPH=Phillips Pan Head;PWH=Phillips Wafer Head;PUFH=Phillips Undercut Flat Head. 'The drilling capacity of a screw refers to minimum and maximum thickness of the steel that the screw is designed to drill through. 'Maximum load bearing length can be calculated by subtracting the minimum required protrusion from the nominal length of the screw. TABLE 2-SCREW SHEAR AND TENSION STRENGTH, pounds-force1'23 SCREW HEAD NOMINAL STRENGTH ALLOWABLE STRENGTH(ASD) DESIGN STRENGTH(LRFD) SCREW TYPE SIZE STYLE (TESTED) i2=3 m=0.5 Shear,P. Tension,P. Shear,P../O Tension,P„/f2 Shear,OP.. Tension,OP„ 1 #10-16 PPH 1526 2273 509 758 763 1136 2A,2B #10-16 IHWH 1463 2276 488 759 732 1138 3 #10-24 PWH 1080 2613 360 871 540 1307 4,5 #12-14 IHWH 1992 3216 664 1072 996 1608 6 #12-14 PUFH 2128 2663 709 888 1064 1332 7 #12-24 IHWH 2503 4177 834 1392 1252 2088 8 1/4-14 IHWH 2692 4363 897 1454 1346 2182 9, 10 1/4-20 IHWH 2617 4619 872 1540 1308 2309 11 5/16-18 IHWH 4568 8070 1523 2690 2284 4035 12A, 12B 5/16-24 IHWH 5471 8757 1824 2919 2736 4379 For SI: 1 inch=25.4 mm,1 lbf=4.4 N. 'For tension connections,the lower of the available screw tension strength,pullover strength,and pull-out strength found in Tables 2,4 and 5,respectively,must be used for design. 2For shear connections,the lower of the available screw shear strength and the allowable shear(bearing)capacity found in Tables 2 and 3,respectively,must be used for design. Nominal strengths are based on laboratory tests. 12/24/2020 ESR-3332 I Most Widely Accepted and Trusted Page 5 of 9 Park 217-Roofto Units TABLE 3—SHEAR(BEARING)CAWEggta� )ynfcONNECTIONS,pounds-forcez�4s 19/23 SCREW SCREW DESIGN THICKNESS(in.)6 TYPEHEAD STYLE SIZE e s 0.048-0.048 0.048-0.075 0.060-0.060 0.075-0.075 /6" /16" /16 /4" /4.'-0.105" ALLOWABLE STRENGTH(ASD) 1 #10-16 PPH 289 289 404 - - - - 2A,2B #10-16 IHWH 369 395 453 - - - - 3 #10-24 PWH 32210 57110 5347,8,0 - - - - 4,5 #12-14 IHWH 356 573 513 497 - - - 6 #12-14 PUFH 32570 60910 4817.8.9 6247.E - - - 7 #12-24 IHWH 29110 61010 47678.9 6477,8 63079'9 7347.8.9 60078,9 8 '/4-14 IHWH 377 626 520 661 638 - - 9, 10 '/4-20 IHWH 36678 52671 5338 6708 5959 6249 5549 11 8/16-18 IHWH 408 622 561 891 - - - 12A, 120 8/18-24 IHWH - - - - 1347 984 887 DESIGN STRENGTH(LRFD) 1 #10-16 PPH 433 433 605 - - - - 2A,2B #10-16 IHWH 590 631 724 - - - - • 3 #10-24 PWH 51510 854i0 9137.89 - - - - 4,5 #12-14 IHWH 569 917 820 795 - - - • 6 #12-14 PUFH 520t0 97510 7707.8.9 9997.9 - - - 7 #12-24 IHWH 46610 97610 7617'89 10357.8 10097.8.9 11747•8,9 9607,8,9 8 1/4-14 IHWH 603 1001 833 1058 1021 - - • 9, 10 '/4-20 IHWH 6177,8 84218 8528 10728 9529 9999 8869 11 6/16-18 IHWH 653 996 897 1425 - - - 12A, 12B 8/16-24 IHWH - - - - 2155 1575 1419 For SI:1 inch=25.4 mm, 1 lbf=4.4 N,1 ksi=6.89 Mpa. 'Available strengths are based on laboratory tests,with safety factors/resistance factors calculated in accordance with AISI S100. 2For shear connections,the lower of the available screw shear strength and the available shear(bearing)capacity must be used for design. Values are based on steel members with a minimum yield strength of F.=33 ksi and a minimum tensile strength of F.=45 ksi. `Available capacity for other member thickness may be determined by interpolating within the table. 5Unless otherwise noted,when both steel sheets have a minimum specified tensile strength F.2 58 ksi,multiply tabulated values by 1.29 and when both steel sheets have a minimum tensile strength F.z 65 ksi steel,multiply tabulated values by 1.44. 6The first number is the thickness of the steel sheet in in contact with the screw head(top sheet). The second number is the thickness of the steel sheet not in contact with the screw head(bottom sheet). 'When both steel sheets have a minimum specified tensile strength of F.2 55 ksi(e.g.ASTM A653 SS Grade 40),multiply tabulated values by 1.22. 9When both steel sheets have a minimum specified tensile strength of F,z 52 ksi(e.g.ASTM A653 SS Grade 37),multiply tabulated values by 1.15. `When both steel sheets have a minimum specified tensile strength of F.a 58 ksi(e.g.ASTM A36),multiply tabulated values by 1.29. 10Increasing values for higher steel tensile strength per Note 5 is not allowed. 12/24/2020 ESR-3332 I Most Widely Accepted and Trusted Page 6 of 9 Park 217-Roofto Units ,sass TABLE 4—TENSILE PULL-OVER CAgSII�jCONNECTIONS,pounds-force •• 20/23 MINIMUM DESIGN THICKNESS OF MEMBER IN CONTACT WITH SCREW HEAD(in.) EFFECTIVE SCREW SCREW SIZE HEAD E PULL-OVER 9 s YLE DIAMETER 0.048 0.060 0.075 0.105 /e" /,e' /4" /,e" (in.) ALLOWABLE STRENGTH(ASD) 1 #10-16 PPH 0.357 386 4812 4812 4812 4812 - - - 2A,2B #10-16 IHWH 0.400 415 4812 4812 4812 4812 - - - 3 #10-24 PWH 0.470 6102 5972 7152 7152 7152 - - - 4,5 #12-14 IHWH 0.415 430 537 672 7342 7342 7342 - - 6 #12-14 PUFH 0.415 3912 5372 6832 7982 7982 7982 - - 7 #12-24 IHWH 0.415 430 537 672 7342 7342 7342 7342 7342 8 114-14 IHWH 0.500 518 648 810 1126' 11262 11262 - - 9, 10 1/4-20 IHWH 0.500 - 648 810 11262 11262 11262 11262 11262 - 11 5/16-18 IHWH 0.600 - - - 11692 11692 - - - 12A, 12B 5/16-24 IHWH 0.600 - - - 13262 13262 13262 13262 13262 DESIGN STRENGTH(LRFD) 1 #10-16 PPH 0.357 578 723 7812 7812 7812 - - - 2A,2B #10-16 IHWH 0.400 622 778 7812 7812 7812 - - - 3 #10-24 PWH 0.470 9762 9552 11432 11432 11432 - - - 4,5 #12-14 IHWH 0.415 645 806 1007 11922 11922 11922 - - 6 #12-14 PUFH 0.415 6262 8602 10922 12762 12762 12762 - - 7 #12-24 IHWH 0.415 645 806 1007 11922 11922 11922 11922 11922 8 1/4-14 IHWH 0.500 778 972 1215 1701 18302 18302 - - 9, 10 114-20 IHWH 0.500 - 972 1215 1701 18302 18302 18302 18302 11 5/16-18 IHWH 0.600 - - - 18712 18712 - - - 12A, 12B 5/16-24 IHWH 0.600 - - - 21212 21212 21212 21212 21212 For SI:1 inch=25.4 mm, 1 lbf=4.4 N,1 ksi=6.89 Mpa. 'Available strengths are based on calculations in accordance with AISI S100,unless otherwise noted. 'Available strengths are based on laboratory tests,with safety factors/resistance factors calculated in accordance with AISI S100,or on the shear strength of the integral washer. Increasing values for higher steel tensile strength per Note 6 is not allowed. 'For tension connections,the lowest of the available pull-out,pull-over,and screw tension strength must be used for design. `Values are based on steel members with a minimum yield strength of Fy=33 ksi and a minimum tensile strength of F.=45 ksi. 5Available capacity for other member thickness may be determined by interpolating within the table. 'For steel with a minimum tensile strength F.a 58 ksi,multiply tabulated values by 1.29 and for steel with a minimum tensile strength F„z 65 ksi steel,multiply tabulated values by 1.44. 12/24/2020 ESR-3332 I Most Widely Accepted and Trusted Page 7 of 9 Park 217-Rooftop Units 1 a 64 s TABLE 5—TENSILE PULL-OUT CAg oaf fAMA CONNECTIONS P ounds-force 21/23 SCREW SCREW DESIGN THICKNESS OF MEMBER NOT IN CONTACT WITH SCREW HEAD(In.) TYPEHEAD STYLE SIZE ' 6 0.048 0.060 0.075 0.105 /e' /16" /4^ /16" ALLOWABLE STRENGTH(ASD) 1 #10-16 PPH 136 193 236 307 297 - - - 2A,2B #10-16 IHWH 136 193 236 307 297 - - - 3 #10-24 PWH 1228 1867 2506 4156 546' - - - - 4,5 #12-14 IHWH 132 205 264 328 510 665 - 6 #12-14 PUFH 132 205 264 328 510 665 - - • 7 #12-24 IHWH 968 165' 2246 3816 5077 891' 1020 1020 8 1/4-14 IHWH 131 207 255 342 561 899 - - 9, 10 1/4-20 IHWH - 2046 2606 4236 524' 9147 1044 1206 11 6/16-18 IHWH - - - 520 707 - - - 12A, 12B 6/16-24 IHWH - - - 459 637 724 1189 1424 DESIGN STRENGTH(LRFD) 1 #10-16 PPH 217 309 378 492 476 - - 2A,28 #10-16 IHWH 217 309 378 492 476 - -_ - 3 #10-24 PWH 1948 2987 4006 6646 8747 - - - 4,5 #12-14 IHWH 211 328 423 525 816 1064 - - 6 #12-14 PUFH 211 328 423 525 616 1064 - - _ 7 #12-24 IHWH 1548 264' 3596 6096 8117 14267 1632 1632 8 1/4-14 IHWH 210 331 409 548 897 1439 - - • 9, 10 1/4-20 IHWH - 3266 4166 6776 8387 14627 1670 1930 11 5/16-18 IHWH - - - - 832 1131 - - - 12A, 12B 6/16-24 IHWH - - - 735 1019 1159 • 1903 2279 For SI:1 inch=25.4 mm,1 lbf=4.4 N, 1 ksi=6.89 Mpa. 'Available strengths are based on laboratory tests,with safety factors/resistance factors calculated in accordance with AISI S100. 'For tension connections,the lowest of the available pull-out,pull-over,and screw tension strength must be used for design. 'Values are based on steel members with a minimum yield strength of F7=33 ksi and a minimum tensile strength of F.=45 ksi. 'Available capacity for other member thickness may be determined by interpolating within the table. 'Unless otherwise noted,for steel with a minimum tensile strength F"2 58 ksi,multiply tabulated values by 1.29 and for steel with a minimum tensile strength F.2 65 ksi steel,multiply tabulated values by 1.44. 'When both steel sheets have a minimum specified tensile strength of F„2 52 ksi(e.g.ASTM A653 SS Grade 37),multiply tabulated values by 1.15. 'When both steel sheets have a minimum specified tensile strength of F,a 58 ksi(e.g.ASTM A36),multiply tabulated values by 1.29. 8Increasing values for higher steel tensile strength per Note 5 is not allowed. TABLE 6—MINIMUM SCREW SPACING AND EDGE DISTANCE' BASIC SCREW FASTENED MINIMUM SPACING MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE FOR DIAMETER MATERIAL (3d) (1.5d) FRAMING MEMBERS(3d) (inch) 0.190 Steel 9/18" 5/16" 9/16" (#10) 0.216 Steel 11/16' 3/8' 11/16' (#12) 0.250 Steel 3/4' 3/8" 3/4" (1/4) 0.3125 Steel 15/16" 1/2' 15/16" (5/16) For SI: 1 inch=25.4 mm. 'For screws used in framing connections,the spacing between screws may be less than 3 times the nominal screws diameter,but at least 2 times the screw diameter, provided the connection shear strength values in Table 3 are reduced by 20 percent[Refer to AISI S240 Section B1.5.1.3(Section D1.5 of AISI 5200)]. 12/24/2020 ESICC EVALUATION SERVICE' ICC-ES Evaluation Report ESR-3332 LABC and LARC Supplement Reissued September 2020 This report is subject to renewal September 2021. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 05 00 00—METALS Section: 05 05 23—Metal Fastenings REPORT HOLDER: ELCO CONSTRUCTION PRODUCTS EVALUATION SUBJECT: DRIL-FLEX®SELF-DRILLING STRUCTURAL SCREWS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Elco Dril-Flex®Self-Drilling Structural Screws,described in ICC-ES evaluation report ESR-3332, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety(LADBS). Applicable code editions: • 2020 City of Los Angeles Building Code(LABC) • 2020 City of Los Angeles Residential Code(LARC) 2.0 CONCLUSIONS The Elco Dril-Flex® Self-Drilling Structural Screws, described in Sections 2.0 through 7.0 of the evaluation report ESR-3332, comply with the LABC Chapter 22 and the LARC, and are subjected to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Elco Dril-Flex®Self-Drilling Structural Screws described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-3332. • The design, installation, conditions of use and identification of the Elco Dril-Flex® Self-Drilling Structural Screws are in accordance with the 2018 International Building Code®(2018 IBC)provisions noted in the evaluation report ESR-3332. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. • Steel members shall have a minimum ultimate tensile strength of 58-ksi. • Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. This supplement expires concurrently with the evaluation report, reissued September 2020. ICC-ES Evaluation Reports are nor to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed frefinprIl as an endorsement of the subject of the report or a recommendation for its use.Thal84d2D2t0anty by ICC Evaluation Service,LLC,express or implied,as •q to any finding or other matter in this report or as to any product covered by the report. Copyright©2020 ICC Evaluation Service,LLC. All rights reserved. Page 8 of 9 ES [VALUATION EVALUATION SERVICE" ICC-ES Evaluation Report ESR-3042 FBC Supplement Reissued September 2020 This report is subject to renewal September 2021. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic and Composite Fastenings REPORT HOLDER: DEWALT EVALUATION SUBJECT: ULTRACON®+SCREW ANCHORS IN WOOD (DEWALT) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Ultracon+ screw anchors in wood, recognized in ICC-ES master evaluation report ESR-3042, have also been evaluated for compliance with the codes noted below. Applicable code editions: • 2017 Florida Building Code—Building • 2017 Florida Building Code—Residential 2.0 CONCLUSIONS The Ultracon+ screw anchors in wood, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3042, comply with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2015 International Building Code®provisions noted in the master report. Use of the Ultracon+ screw anchors in wood have also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued September 2019. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ., as an endorsement of the subject of the report or a recommendation for its use.Thar2/242fl20anty by ICC Evaluation Service,LLC,express or implied,as tst to any finding or other matter in this report,or as to any product covered by the report. �� Copyright©2019 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 5 , • VA LA RI VALAR CONSULTING ENGINEERING 12042 SE SUNNYSIDE RD#357 CLACKAMAS, OR 97015 503.758.8092 PARK 217 MECHANICAL UNIT ATTACHMENT 12010 SW Garden Avenue, Tigard, OR 97223 DECEMBER 24, 2020 BY: VALAR CONSULTING ENGINEERING FOR: MACDONALD MILLER SK A - TYPICAL NOTES SK 1A - RTU ATTACHMENT- 48FCEM07 CTUR,gz SK 18 - RTU ATTACHMENT - 48FCEM06 <c,,,V PROFFs NGINEF9 s;0 6 � tM. N TFMBER MAN J FPP EXPIRES: 12/31/21 N` VALAR VALAR CONSULTING ENGINEERING 120925E SJNNYSICE SC M35] CIACKAM1IAS,0991015 503.15B.B092 NOTES: 1. FIELD VERIFY EXISTING CONDITIONS AND ATTACHMENT METHODS NOTED. NOTIFY VALAR IF CHANGES OR DISCREPANCIES OCCUR PRIOR TO STARTING WORK. 2. UNIT WEIGHTS NOTED ON CUT SHEET, VERIFY AND COORDINATE WITH ALL REQUIREMENTS 3. INSPECT EXISTING SUPPORTING STRUCTURE AND CURBS FOR ADEQUACY TO ACCOMADATE NEW UNITS. NOTIFY VALAR IF CONDITIONS OR SIGNS LIMIT AND/OR HINDER UNIT ATTACHMENTS 4. WATERPROOFING AND FLASHING ALL UNITS, FOLLOW WITH REQUIREMENTS AS PER OWNER SPECIFICATION. WORK BY OTHERS AND NOT BY VALAR. 5. ALL METAL FASTENERS SHALL BE EXTERIOR RATED AND COMPATIBLE WITH SUPPORTING CONDITIONS. REVIEW ALL UNIT MATERIAL AND VERIFY WITH SUPPLIERS PRIOR TO INSTALL. 6. ELCO DRILL FLEX SCREWS PER ICC ESR 3332 SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER AND BE EXTERIOR RATED. ��c0 PRQj . �GINFF, (cS') 62.948 v r N Leihrt 02 TFMBER MAN J. EXPIRES: 12/31/21 MEP UNITS PARK 217 12-24-20 SK A - TYPICAL NOTES • OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI Y14.5M-1982 REVISIONS MATERIAL: 18ga. GALV STEEL REV. ECO# DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: 1 INITIAL DRAWING 11/30/2020 NMN 1" 1-1/2LB DUCT INSULATION (R VALUE 3.85) GASKET PROVIDED WITH CURB 1 1/2"ADDED TO EXISTING CURB O.D. Tag: • Approval: SUPPLY RETURN c - 3315/16" /�'\ y--% M INSULATED PANEL 1 44, 15 3/4" 12 GA BENT PLATE WITH (3)#10 ELCO METAL SCREWS EQUALLY �✓� 0.'' SPACED TO UNIT BASE AND(3)#10 ELCO METAL SCREWS ��' EQUALLY SPACED TO ADAPTER. PLACE SCREWS AT 1 1/2" �! -' FROM PLATE ENDS/EDGES. USE(4) BENT PL AT LONG SIDE OF - '; 22 1/8" UNIT AND (3) BENT PL ALONG SHORT SIDE. PLACE AT 1"MIN �� ` FROM UNITS/ADAPTER ENDS. TOTAL(14) BENT PLATES �1 25 1/8" �� INSULATED �' PANEL EXISTING CURB LAYOUT �'„,,, as 2 1/4" 17" \`.. 4ck c'��D UCTU Rq PRopS < j�,NGwF�9sb% t �/ ( 21" SUPPLY 09 oo� 12 GA BENT PL MIN 1 O"xt o' MAX FAN WEIGHT = 625LBS \MBEP P�\CP 1 56" MAN J. A-A N CENTER SCREWS AT PL D PI RES: 12/31/21 33" RETURN I A TACHMENT ONLY - BENT ON SITE AS REQUIRED. tr:3 70 7/8" —i 40 9/16" J I 1J I� 5 2 1/4"I 21" _ 16" I 75 1/2" 0 0 0 0 0 0 000NNECT ADAPTER TO TO EXISTING CURB } USING(8)#10 WOOD SCREWS EQUALLY 77" SPACED ALONG LONG SIDE AND(8)#10 WOOD SCREWS ALONG SHORT SIDE. PLACE SCREWES 57 1/2" AT 2" FROM CURB ENDS/EDGES. USE(5)#10 ELCO METAL SCREWS EQUALLY SPACED WHERE METAL CURBS OCCUR CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE THISDRAWINGISECON INFORMATIONNIAL,PRCONTAINEDI APPROVALS DATE THE FNE NAME: THEREIN THE THE CONFIDENTIAL, CO INFORMATION OF CRYSTAL DISTRIBUTION INC., nnelms 11/30/2020 LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION B MAY NOT BE USED OR REPRODUCED ". 1618383-CM1-1-4625 4000 WITHOUT THE APPROVAL OF CRYSTAL DISTRIBUTION,INC. CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. ALL RIGHTS RESERVED DIMENSIONS ARE AS FOLLOWS:1.00 in[25.40mm1 "VERIFY EXISTING CURB OD I .0":"" \ APPROXIMATE Eco x. NFv. OPERATIONAL HEIGHT OF CDI ADAPTER IS 3" LESS THAN OVER 41 Contact us@ CURB WEIGHT(LBS.) SK 1 B - RTU ATTACHMENT ;cvi WWW'cdicurbs.com SHOWN. °' 181 .30 �-SHS-234-7001 SCALE: 1:20 SHEET: I OF S:\CURBSCURB ADAPTERS\1-X0000XX0XCURB ADAPTERS\1-9999-2020\ • • OPTIONS: DIMENSIONED AND TOLERENCED PER ANSI Y14.5M-1982 REVISIONS MATERIAL: 18ga. GALV STEEL REV. ECO# DESCRIPTION DATE APPROVED INSULATED PANELS (WHERE REQUIRED) Attn: 1 INITIAL DRAWING 11/30/2020 NMN 1" 1-1/2LB DUCT INSULATION (R VALUE 3.85) GASKET PROVIDED WITH CURB 1 1/2"ADDED TO EXISTING CURB O.D. Tag: ' SUPPLY asp Approval: ' -1 - 33 15/16" RETURN '0�0 -�� INSULATED PANEL �� -015 3/4"� 12 GA BENT PLATE WITH (3)#10 ELCO METAL SCREWS EQUALLY �. ® ��\ SPACED TO UNIT BASE AND(3)#10 ELCO METAL SCREWS ��I EQUALLY SPACED TO ADAPTER. PLACE SCREWS AT 1 1/2" FROM PLATE ENDS/EDGES. USE(4) BENT PL AT LONG SIDE OF UNIT UNIT AND (3) BENT PL ALONG SHORT SIDE. PLACE AT 1"MIN ��4.� FROM UNITS/ADAPTER ENDS. TOTAL(14) BENT PLATES :� ' `�..�� } EXISTING CURB LAYOUT ,� %,� 111111* 22 1/8" _I:> 25 1/8" - 35" - INSULATED PANEL 21" A A,14" MAX FAN WEIGHT = 574LBS i T 34" 1 SUPPLY .CaU CTURA ,�,D PROFFs cco NGINFF9 sIs� 12 GA BENT PL MIN 10"x10" 91" 6 r I RETURN N "'GO o) • 0 1FMBER 4,0 52" A-A CENTER SCREWS AT PL ' MAN.1 FP' 1 EXPIRES: 12/31/21 24" BENT ON SITE AS REQUIRED. ' ATTACHMENT ONLY 70 7/8" 40 9/16" � � Jt --Ii f L 5n 21/4" f L I 18" 17"� I 1_ - 5" �G I 0 0 0 0 0 0 CON ECT ADAPTER TO TO EXj�TING CURB USI # �GIUALLY 89 1/2" SPACED ALONG LONG SIDE AND(8)#10 WOOD 92 1/2" SCREWS ALONG SHORT SIDE. PLACE SCREWES AT 2" FROM CURB ENDS/EDGES. USE(5)#10 ELCO METAL SCREWS EQUALI v CPAI'Gn �(�/ p� g�,� CCUF TH RE N SITHE CONFIINFOR ALAI ROCO STAINED APPROVALS DATE TITLE FILE NAME CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE KI I LFI IA NFORMATION OF CRYSTAL DISTRIBUTION INC., °R" DD81m5 11/30/2020 LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION &MAYNOTBEUSEDORREPRODUCED WITHOUT THE APPROVAL OF CRYSTAL DISTRIBUTION,INC. CHECKED. 1618383-CM2-1-5505-4000 OTIFIED PRIOR TO PLACING AN ORDER. ALL RIGHTS RESERVED !`III AAI ICI- DC AI DIMENSIONS ARE AS FOLLOWS:1.80 in[25.40 mm] MEP UNITS `VERIFY EXISTING CURB 00 .� APPROXIMATE EGO n: REV. „ "VERIFY SUPPLY AND RETURN OPENINGS ym,,,iue rn~} ` www.cdicContact bs us o m CURB WEIGHT]LBs.) PARK 217 HEIGHT OF CDI ADAPTER IS 3 LESS THAN OVERALL CURB HEIGHT *NOTE ANY CHANGES ""aE�a t CDI 1 12-24-20 „AI I WTM AMA/f111CCTonme or 324.88 LR&1-XXXX-XXXX CURB ADAPTERS\1-9999-2020\ SK 1 B - RTU ATTACHMENT 1-888-234-7001 SCALE 1:24 SHEEC 1 OF 5 d :\ 61111 _ 1201 Q SW Garden Ave,Tigard C .- -, -\\ \\\ . ..112: 1 \ ,. Q BMIN Motorcyde5 _'..._ . _ \ is s a gliti R A ink 1pBMW'Mote a Iles ; .. AMR - .:, • -..� frif ' , M Western Oregon so / a • BMW Motorcycles of Western - ofii i.k, Oregon ç;; �.cl. \ . , . rimy: \....: , ftr‘ / , , feirN 4. •;' HVAC Units to be replaced 7 (9, 09: ‘CC:3) C I COD ® i . ;.bons Save NearOy Send to your Share 44 ;. 4` • phone 0d vO 0 * 0 1 le ✓ In-store shopping s. 1 ' < '' . ` ram .. - •* ...,--- ft!' , V.01 ,. • "---"--. .00100 4.00 Q 12010 SW Garden Pi,Tigard,OR 97223 ^, + ' Located in: Park 217w< Vs . Open now 8:30AM 5:30PM v C .ais i, ,. or tt bmcwoccom �ff - �� ' ., Now (503) 597-7097 N. . : C6MQ+5H Tigard Oregon Ma nleisea+e i. • . r " ° ices GA$rd , •n,q ., - 0** ,�� [� Add a label ROKKE Performance di M Suggest an edit lb. Therapy �� Google