Plans RECEIVED
OCT lb 2019
CITY OF TIGARD
STRUCTURAL CALCULATION UILDING DIVISION
FOR
SUBWAY
15983 SW 72nd AVE
TIGARD, OR 97224
-- MECH UNIT --
RU C T URq
<0 PROFFss/o
40.0
12,187 S
ORs`: ON a
yN F. NO9
EXPIRES:12/31/20 VALIDITY OF PERMIT
THE ISSUANCE OF A PERMIT
OFFICE COPY BASED ON CONSTRUCTION
CITY OP TIGARD DOCUMENTS AND OTHER
REVIE D FOR CODE COMPLIANCE DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
APProvek OTC„ I REQUIRING THE CORRECTION
- OF ERRORS. OSSC 105.4
Permit#:
Address: 10-q 913 _5N„
Suite#: Contents
$3►:
1 i L ��_ . Details A-C Dl -D3
J Date: 4 Calculations Cl-Cl
Lateral Calculations LI -L2
Contact Person: John E Nordling,PE Enclosures El -E4
NORDLING Proj. No.: 19-194
WAt:1/4p 0. STRUCTURAL S IGARD
- ‘ ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By:JEN Sheet No.: COVER
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I EXPIRES:12/31/20 I
NORDLING Proj. No.: 19-194
4 STRUCTURAL SUBWAY
TIGARD
ENGINEERS, LLC
PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.: DI
MECHANICAL UNIT
(4) STEEL BRACKETS W/ (4) *10 x lie" i...,4
TEK SCREWS TO CURB 4 (4) +10 x 1/2"
TEK SCREWS TO UNIT EASE RAIL
CURS,__ itIP
MECHANICAL UNITUNIT BASE RAIL
°", (4) *10 SCREWS
`, STEEL BRACKET
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(1112" PENETRATION) TYP UN.O.
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EXPIRES:12/31/20
NORDLING Pro;, No.: 19-194,
'.: SUBWAY
STRUCTURAL, e , TIGARD
r ' PAC TRUST
J ENGINEERS, LLC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.: D2
1/2"4' LAG SCREW EACH
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NORDLING Proj, No.: 19-194
STRUCTURAL TIGARD
PA
ENGINEERS, LLC SUBWAY
C TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.:D3
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NO LING Proj. No,: 19-194
' e STRUCTURAL SUBWAY
,w- , TIGARD
J ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.: C`!1
ASCE 710,StandardRoofTo*-0.Aiit
Location 45°24' 15.88"N Ss and S1=Mapped Spectral Acceleration Values
122°45'0.03" W 15983 SW 72nd Ave,Tigard,OR 97224
Ground Motion Ss 0.965 Si 0.419
Occupancy Category II Site Coefficients Fa 1.11
Site Class D Fv 1.58
Importance Factor 1.00
Height of Structure 20,0 ft Sims Fa* Ss 1.075
SNn Fv* Si 0.662
Design Category(SDC) D
Sos (2/3)SMS 0.717
SD1 (2/3)SM1 0.442
Air Side HVAC FP MIN= 0.3 SDs IP WP
ap 2.50 RP 6.00 = 0.215 WP->* 0 0.151
�, 0.4'ap 'SDS 'IP1+2 W Fp MAX= 1.6SDS IPWP
p- Rp h, p = 1.15 WP->* 0 0.803
z= 20.0 ft ASD
Fp= 0.36 WP->*0.7 0.251 Eq= 0.284W+ 0.2 SDS W
W :Weight of Unit
z= 24.0ft
FP= 0.41 WP->* 0.7 0.284
AS(%;710 Wind,Force Standard Roof Top Mech unit
Wind Speed: 120 mph Exposure: B
Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9
qz: 23.24 psf kz: 0.70
Unit Weight 665 lbs Gust: 0.85 Kd: 0.90
Unit Height 33" Cf: 1.30 KZt: L00
Unit Length 74" x: 1.9
Unit Width 47"
Curb Height 14" WP: 48.8 psf
P: 497 lbs-ASD
T=497 lbs * (14"+3392)/47"
- 0.6*665lbs/2
= 123 lbs Net Uplift
NORDLING Proj. No.: 19-194
STRUCTURAL S IGARD
ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.:L1
1vEQ
93 Ibs 37..
. W:
665 Ibs
/
r Height 33" Weight 665 lbs
Length 74" RTU 1-3 591 lbs
Width 47" Curb 74 Ibs
hiIii Curb 14"
VEQ= 0.284*665 lbs +0.2* 0.717* 665 lbs
VQ = 1891bs+95 lbs
189 Ibs 1PPIP
T= 1891bs * (14"+33"/2)/47"
+951bs/2
G. 29 lbs - 0.6* 665lbs/2
= -291bs [O Net Uplift]
V= 1891bs
(4) "MH-IARC-HOLD" 16 Ga GALVANIZED
STEEL BRACKET W/ (4) *10 x 1i2" TEK
SCREWS TO ROOF CURES 4 (4) *0 x 1/2"
TEK SCREWS TO UNIT E3ASE RAIL
-ok-
*12 .012" o/c SCREWS FROM CURES TO
FRAMING BELOW. -ok-
NORDLING Proj. No.: 19-194
STRUCTURAL sw
AYTIGARD
ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By: JEN Sheet No.:L2
IN
CD
C;) .
48FC**04-07 BASE UNIT DIMENSIONS
co
fro
00115: 1"16 o/aNFm r4 rNC 12ER r aF me cNATc,1=01 S0oxtovue of TRcoo oouo o ON 0000,oro 0
UNIT J K G6271ET �NAICNEr40 YFNT171LL N 1 NO DISELOIEUPOo 151pAo17lON DOES NOT CONSTItOT[PACT PFIEI4MXCE OR
1. DIMENSIONS ARE IN INCHES. DIMENSIONS 48FC"" 33 3rD 18 518 G u..vnwm�,. mmur N[ W tn"SENr. IRFIFANtT OF wMTNCT.
IN I I ARE IN MILLIMETERS. WENN
[8471 14721
2.O CENTER OF GRAVITY 48FC+*OS 18471 1[3711 CONNECTION SIZES
33 3/8 14 T/8 33-318 A 1 318'0351 DIA FIELD POWER SBPPLY HOLE
3.y DIRECTjON OF AIR FLOW +oN� 48„.01.„ 1847d81 C3T71 (848) D 2'1501 DIA POWER SUPPLY KNOCKOUT
41 318 t85I8 �,
48FC4W07 110511 E4121 32-t/8 `" ` MORONI/ER MOOD 1 C 1 514•[511 DIA GAUGE ACCESS PLUG
4.--D- ALL VIEW DRAWN USING 3RD ANGLE 18111 (OPTIONAL/ 15 D 7/8.1221 DIA FIELD CONTROL WIRING HOLE '
• 1407] E 314••74 NPT CONDENSATE DRAIN
25-518 F 1124-14 NPT GAS CONNECTION
16521I
RETURN AIR 0 2 1/2•164]DIA POWER SUPPLY KNOCK-OU (D
T
C- TNRU•THE-BASE CHART B)�
,I ,(4-a.-•-•--------.*��e 0.718 RENRN TOCSC ROLES OEOOIRED FOR HSE v7
ff//) [2777 AIR CftBTNPNR008A00,009A00
:'Alk•/ �1I���1111 1 ,///// •THREADED WIRE REO'D HOLE
)409 Jqu' CONDUIT 5/2E USE SIZES MAX.)
\\� % /V" (T'� w Irl• 1154 1/8'122.21
44-1/8 1 - K 1/2^ 2{Y 1/B'(22.27
11120.91 y E CAUT.ONDENSATE
. - [74812 Y 3/d" POWER 1-1/8"[28.41
CONOENS100 17-3!4 24 10080081 112'FPT GAS 1-1/8"128,41
0.--\/-7"--�2 DRAIN OPENING 00/PLY �' FOR 1111111-TME-BASEPAW"FACTORY OP7IOR,
IR BASCPAk AIR 26-5/8 FITTINGS FOR ONLY%,Y.1 Z ARE PROVIDED
14 ttt [6751 SUPPLY
/2 f j I S AIR 4ro08A001 PROVIDES 3/4°FPI TORN CURD
[389] 12-112 11.[!2 ' SEE7HRU THE-/ % FLANGE 3 FITTING.
1 [311 1 (29!31 BASE CHART _I ' '
125610 2 180314--- 7�- [811 [158]
L[1011 FLUE [30778
MOOD
K 2%25 18-3/8
It
1835] [4681
20 4.5!8 TOP
[1141
E STD.
DRATE ELECTR]CAL (000ENS
IN 127871 1
DISCONNECT (25]
LOCATION • 1-_ -•- `
''''-''''' '..—'.".""'..,-„3„,
v�ru ���
CONDENSER == II 0,8.1 OPTIONAL�OIROL BO% 1,`� �� FILTER
COIL == FACTORY ACCESS PhNEL tT-3/d 25.314
INSTALLED INDOOR BLONER [8531
DISCONNECT ACCESS P.UtEL • 1{411 R AIAM
1641.- OPTIONAL 1 L _1 F ! SUPPLY AIR
FACTORY 1- 1 pf:
1HSTMLED I 3 •coxvlOIENCETLET _ - ■ 11F ANGLE1f-718 ''1OUTLET =_ ,�I � 121-va
19-1l2 [5021
�_-- [494] _(_. IO Ii1539] OUTSIDE
11 6-srN tt• aL '_ I AIR
i 'i�� 11681 L2B7] 00 I' F--,---I ��' • OO =1�_��� {3-3/41 48-518 HANDLEills";
•8.3/8 11481 RIS (1611 7 5-314
1057 111881 30-118 (2141 11771 (Id67
11667 26.7!8 ,•
16821
LEFT [18801 11861 8ARO11EIRIC
w 1`LOIwEF
FRONTAIRRIPPLY RETURN
V RIGHT AIR
ITC CLASSIFICATION SHEET DATE SOPEROCDES 46FC 04-07 SINGLE PACKAGE ELECTRICAL REV
U.S. ECCN:NSR _ 1 OF 3 04/02/19 10/25/18 COOLING WITH GAS HEAT 48TC003093 C
a
g 111 N
U
48FC**04-07 BASE UNIT DIMENSIONS (cont)
1x15 11C1uEtl[13 TIG FIEVR Of 1&`ft1WT[,[14mmS(WH[ISt10N 0r mft[OtA1mp3 Or 1K11[6i1
CQTTLB!' t[CUnIA nn1 IS OEt1Y[eED 4P1tl t1[1SP6[LS 10e3tIl0Y p1E6 IOt Cm1t111U1[M9T I01[dINA9cE 1R
STD.UNIT CORNER CORKER CORNER CORNER HEIGHT amim r�wmw WIT lx[1/11631111 wr e[m8W6E0 m 1t[D ACC[PTANt[Of 11tltAAQ.
C.6, TOT rsntE6 t6vu6r.
UNIT WEIGHT 6 WEIGHT(Al WEIGHT IH1 WEIGHT 1C1 WEIGHT i01 •
L56. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. I 1 2
-
48FC.104 482 219 113 51 115 53 128 58 125 57 37 5/8 19561 24 9/16 16241 18 114 14641
48FC..05 543 246 136 63 133 60 133 60 138 63 36 1/2 19271 23 3/e [5941 18 1457111114•4110 48FC..06 556 252 142 54 ' 136 62 136 62 142 64 36 1/2 - 7)4.4" :5--4f.,134s,, F-o T4 Ye ec cl/t.po�+
4Irc*497 607 215 162 73 152 69 141 64 151 68 36 19141 22 1/2 15121 19 318 14921
pR
•STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AIID WITHOUT PACKAGING.
FOR OTHER OPTIONS AND ACCESSORIES,REFER TO IRE PRODUCT DATA CATALOG. -- -
- - BACK---•----•-----.._.._..-------•-I
! 812 1/2 (PITH ECONOMIZER
— — —
I. BACK [3181 \
I--• ,
WITHOUT
B I
CORNER A I ECONOMIZER ECONOMIZER 1000
COflNER 1 OPTIONAL ODOR [OPTIONAL?
SWING I
1ifIJ, I illi%/�%tea — RIGHT ---1
j 1
- I
CORNER D rill CORNER C — LEFT v`_i
X1 I I
TOP I 4-510nR961 F ROUT
1 1
(•"�. - NOTES:
1. FOR ALL MINIMUMCLEARANCES LOCAL CODES 08 JORISDICTIONS NAT PREVAIL. f
Com' . Z CLEARANCE _
SEkViCE WITH SERNCfi WITH: OPFAATWG
p SURFACE
CONDUCTIVE BARRIER NONC[NIDIUCTIVE BAB15ER CLEARANCE
(.1 O O •=• [_i ' o� FRONT 48 11219mm1 36 1914661 18 [451mm1
LEFT 48 11219661 42 1106714ml 18 [457mm1
FRONT BACK 6/0 H000 48 [1219mm1 42 1106716/1 18 [457011
BACK W/HOOD 36 [914mm1 36 1914mm1 18 I4S7ros1
FIGHT 36 [914mmI 36 [914661 18 1457Am1
TDP 22 I1829mm7 72 [1826mm) 12 [1829mm1
ITC CLASSIFICATION SKEET DATE 000ERCEGE5 AQFC 04-07 SINGLE PACKAGE ELECTRICAL REV
U.S. ECCN:NSR 2 OF 3 04/02/19 10/25/18 COOLING WITH GAS NEAT 481C003013 C
N
ROOF CURB DIMENSIONS-48/50FC 04-07 C)
0
0
ROOF CURBA NOTES' CONNECTOR PKG.ACC. GAS CONNECTTC ON TYPE GAS FlTTING POWER WISING CONTROL WIRING ACCESSORY CONVENIENCE CO
ACCESSORYE 1.ROOFCURS ACCESSORY IS SHIPPED DISASSEMBLED. FITTING FITTING OUTLET WIRING CONNECTOR
2.INSULATED PANELS 254 MINK POLYURETHANE FOAM.44.5(13/4]#DENST[Y. CO
GRRFCVfl300IA01 14' 3.DIMENSIONS INC)ARE INMILUMEIERS. GR6T31PW [19]OP
A0D,AOI THRU THE CURB 3/4• T
1350] 4.R°OFCURB:18 GAGE STEEL. 9!4.19
5.ATTACH DUCTWORK TO CURB.(FLANGES OF DUCT REST ON CURB). I I NPI 10 1127111PT 1/21127]NPT
CRRFCURROS2A01 N1a1 B.SERVICE CLEARANCE F FEET ON EACH SIDE. CRRTTIPWR093A01 MRS THE BOTTOM 1/2'[129]NET
7.Eo DIRECTION°FAIR FLOW. Nen
B.CONNECTOR PACKAGECRBTMPWR001A01 IS FOR THRU THE-CURB GAS TYPE 6®®
PACKAGE CRBTMPWRSONA01 IS FORTHRILTHE-HDTTOMTYPE GAS CONNECTIONS.
14FP
[44x7
021r
L ®1.00"
5A2' --- 1756• 11 914'1298.67 WIDE
[797.7) (303.8] INSULATED DECK PANEIBirD,
1 T- - I "A"
2,.741 '®i
(5522]
89J1c[2TT.57VADE I Dab
'' II INSULATED DECK PANEL
� .�� T"'11�9i4'
% 4``�4Ip [44.47
�•_ 1'473!16• SEE NOTE N2 r=�
45fi' 1 • 70dT �l1 �� SEBCA E 025a GA8SERVICE PLATE [42'7]INSIDE [TI] �®
1126.01 (180DZ] "IHRUTNE CURD [61
DRILL HOLE 0 ,
2"[50.07 ASSEMBLY(IF ///!!!
E REQUIRED)
oop..
RETURNAIR11.1,...
(SEE NOTE TM)
OPENING
15.19• fAt13/4"[M.SJ ,/'
[385.6] E
S2 } 4
L..._..1 [3ze VIEW "B'
CORNER DETAIL
14,00• SUPPLY FUR 16.03' ...„..,....<11111111101110„. RE'fllRN AIR
[355.161 I OPENING I40'T.2j / /`7 '
7al4'
1.75 I_-20.41' --_. -alp' GAS I IT ��[1
[44.6] [578.3] AA"
C�zI [SUPPLIED 14'RF1 CURB)
[35301 T //� NAIL(FIELD SUPPLIED) d j
40.69' '/� 5'7.3/8•
[1033.67 - DU I TYPICAL FIT SIDES [1711.37
(FIELD SUPPLIED) 71'0,
OUNTBR FLASHING 3'( 1N `+i _
y% (FIELD SUPPLIED)
de
>•
q DOFlNG FELT SEE VIEW'Er �/</
IXLFDIt PLIED) CERTIFIED DRAWING
w' \ ANT STRIP
PA] I 1FIEIA SUPPLIED)
nyI
+51 j O ��` -DDFING MATERIAL aL4wINO RF1E.�alzvea
PRODUCTION
7^ �� (FIELD SUPPLIED) uNLEe30MERWA ES+BOIRED
p THROANOLE MENSIONSARE IN INCHES
• 'l \GO`..-._-.. PROIEDTION G TOu14NCES ON:
4.
10ED 2D6 3 DEC AND
N �� % pyp / ' �1�� IUI9DRUAT0N NUMBER ,ISLE
31 SLPPLYABL RER 11,50 A •ICAO INSULATION - 1041738
yzarlraz s"aLsaa (FIELD SUPPLIED)
ENDINBERNO MANDFAmuwNc CURB ASY,ROOF
�� ENGNEFRINGREDUpEUENTS _ -_
OVERALL DIM.5,7915 WAS 5'-T7/B;18GA - T-005,Y-002 DRAFTER CKcct�a _ D DRAWING 48TC400427 B
A MATERIAL WAISG!".;NAIL FIELD SUPPLIED WAS 04!22113 MMC7087888 WEIGHT. MMC a5717Ht- sub:Tsacs
WITH EURO SSRRALE MESH NFGPURGI 52205 DWG..UNE OWN NEXT DRAWING NEAE DISTRIBUTION
REV REYIOION SECOND DATE BY SHED APPD ECNND. PORCH
N/A MMC "\
/n\
CitI....t
6.4v.
yyi�pp MICRO-HOLD for Carrier Part Number:
S ,y, TTA L Micro @t 48150TC AIB04-AiB07,AID08,A09,AID12,D14,D16;
FORM NO. 4250-9P DATE: 2/12 50TCQ A04-A07,D08-D14;48/5011C A04-A07,D08-D14; 0406-0100
50HCQ A04-A07,D08-D12;48150TF,TM,HJ 004-014;48/50HE 003-006;
SUBMITTED TO 50TFQ 004-014;5OHJQ 008-009 Units
COMPANY:
► DRAWN BY
JOB NAME-
EQUIPMENT-
NOTES:
AME:EQUIPMENTNOTES:
FEATURES:
• Manufactured from 16 ga galvinized steel
- Package includes:
-(4)Hold-Down brackets
•(48)#10 x 1/2"tek screws(12)per bracket
• Some units may require additional Hold-Downs. O
• Use of this bracket provides a secure connection of the O
rooftop unit to the curb,but does not result in a calcu- O O
lated curb. 1"
• When attaching the brackets,confirm there will be no ' O
interference with anything on the unit base rail.
4.129"
94)1"
O
O
O
0
2.757" 6"
•
THIS DOCUMENT IS THE PROPERTY OF MICRO MErL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT.
MICROMETL CORPORATION•3005 N.SHADELAND AVENUE,SUITE 300• INDIANAPOLIS,IN.46226-1-800.662.4822•••MICROMETL WEST•905 SOUTHERN WAY-SPARKS,NV 59431.1-800-884-4662
RECEIVED .
OCT l b 2019
Fca �. �L CITY OFTIGARD
R
w_.. ._ .. . . _.. _ BUILDING G,:'ISIoN1
f ,.
ay"ca_e
gy ,Cv.
i'; j PekciN$
r a I
{ 51
s7"! $ O. C .
I t
C4(14441 ro g4uL,40
C
t.T`° OF T'IGARD
Approved il'cPlanning
Orli :