HomeMy WebLinkAbout18204 59TH DR NE UNIT A_1700_2026 City of Ar' I.ngton
NOTICE and Inspection Report
Phone#
Permit No. , Legal //
Date Called ~, ,� Address v ,( /? �G� —
Tiime'Called
��: C)(� Q an Contractor/Owner
By I�C L Requested by
TYPE OF • REQUESTED
❑ Setback ❑ Roof Diaphragm ❑ Insulation
❑ Plumb GW ❑ Framing ❑ Gas Piping
❑ Footing ❑ Drywall Nailing ❑ Final
❑ Foundation ❑ Rough-in Plumbing ❑ Reinspection
❑ Shear Wall ❑ Mechanical Other ,
❑ APPROVAL ❑ CORRECTION REQUIRED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ Work listed below has been inspected and approved.
❑ CALL 435-0724 FOR REINSPEC71ON—24 hour notice required.
InspectorO ,
4 �
14-Feb-95
STRUCTURAL CALCULATIONS
ARLINGTON MUNICIPAL
AIRPORT
OFFICE ADDITION
& RENOVATION
FOR:
GARY PARKINSON ARCHITECTS
2812 COLEY AVENUE
EVERETT WA 9@201
252-2153
-----------------
P E T E R
G I N T A U T A S
N A L I S
A E C
-----------------
4552 51 AVENUE NE
SEATTLE WA 98105
TEL: (206)527-7073
-----------------
I�fY r--f-wF
�SS"OR�
EaPIRES
RF—b.wlF.jV,iv_,p,
MR 221995 Feb - 95
CITY OF ARLINGTON
11■
.f
3HOITAJU3JA...� JARUTOUAT2
J & qT " AA
-TA
16
L I
I _
�rT '
mow, r
■ - I �` z 7
■
mZ16MI.?
F —�
I I J id I
1 r _
'9 ~do's ILA :,
------------------------
------------------------------------
P E T E R DATE: 14-Feb
GINTAUTAS PROJ: ARLINGTON AIRPORT OPER ) LDG ADD
N A L I S SUBJ:DIR:
A _ E . C WIND ANALYSIS UBC 1991
PROVIDE THE FOLLOWING: iIACR.,
D (--EXPOSURE FACTOR B;(C (D? --_- __ -P TO PRINT 4/0 7ER0-- S T, =0 = �r S dEA^: TC i H �� T,�DG �EIiuTH
----- 0) Build, forest "Oft. over 20': Area wA 11i 3 //Jf1/11',11'; PA'hPEUROOF
(C:> Flat & Open, over 1/2ai. i2.q ; """' ljAI41
(D) flat, near open water "
12 HEIGHT = MAX BUILDING HEIGHT
80 ((( MPH = DESIGN WIND SPEED
1 ((( 1 = OTHER and 1.15 = ESSENTIAL-_--- =tvry Sid.
& aid SI,ON STuP:f
s'or.r SHEAR S';iEAR AOHE1i1
VINO PRESSURE SUMMARY STORY NAME [it x wide hts PIPS l:1PS SHEAR DIAGRAM X=FT MOMENT DIAGRAM
-------- ------------ ---- ---- ----- ----- ------ ------------- ------- --------------
Ce x Cq x Os x I = PRESSURE PARAPET/ROOF 3 58 12.6
HEIGHT Ce Cq Os I psf fl ----- ---- x --- .0 12.? 12.`9, +++t++++++
-•• -- STORY-..M„Ili a �.S 1..9 +++++++++r Ila +++++++++r
15 1.39 1.3 16.4 1.0 25'.61 fl ----- ---- x ---
N 1.45 1.3 16.4 1.0 30.9 STOR1
25 1.50 1.3 16.4 1.0 32.0 fi ----- ---- x ---
30 1.54 1.3 14.4 1.0 32.8
40 1.62 1.3 16.4 1.0 34.
60 1.73 1.3 16.4 1.0 36.9
60 1.81 1.3 16.4 I.0 38.6
100 1.88 1.3 16.4 1.0 40.1
EXPOSURE. HT, GUST FACTOR Ce
--------------------
HEIGHT Ce Ce Ce
ft B C D
------ ---- ---- ----
15 0.62 1.06 1.39
20 0.67 1.13 1.45
25 0.72 1.19 1.50
30 0.76 1.23 1.94
40 0.84 1.31 1.62
60 0.95 1.43 1.73
80 1.04 1.53 1.81
100 1.13 !.61 1.88
PRESSURE COEFFICIENT Cg
------------------------------
height less than 40ft 1.3
heiqht greater than 40ft IA
MIND PRESSURE BASED ON
MAXIMUM VIND SPEED
------------------------------
ailes/Os = basic rind press
----- ------------------------
70 12.6 psf
80 16.4 psf
90 20.8 psf
100 25.6 psf
110 31.0 psf
NO 36.9 psf
130 43.3 psf
------------------------------
W I t,AD At, AL_`irS I �3 EAS-F-laAE:S-C i3I F4
R E^T E R DATE: 14-Feb
GINTAUTAS PROD: ARLINGTON AIRPORT OPER BLDG ADD
N A L I S SUBJ:DIR: <;EW%<:NS.
A . E . C WIND ANALYSIS UBC 1991
PROVIDE THE FOLLOWING: F:ACR0,"
------------------------------------------------------ -- --------------------
C (--EXPOSURE N CTOR H:(C)(U> ',F' TO PRIiT Ui0 ?EROS SHEnIi STORi HT. 50 = RLDG LENGTH
----- (B> Build, forest >20ft. over 20" Aria Ali 1hi 3 !!*71il ,\1\\ P'ARAPET/R00F
(C> Flat d Coin, over 1!2,1i. 9.9 9 „' ........ HA M
(0> flat. near oper, water
12 HEIGHT = MAX 8UI1LDING HEIGHT
30 ((( MPH = DESIGN BIND SPEED
1 ((( I = OTHER and 1.15 = E'SSENTIAL
SU;;
t: aid, 310RY STaRI
stor>' aHEk SHEAR AOAENT
WIND PRESSURE SUMHARY STORI NAME tit x aide tts KIPS KIPS SHEAR DIAGRAM K-FT MOMENT DIAGRAH
------------------------------ ------------ ---- ---- ----- ----- ------ ------------- ------- --------------
Ce i Cg Y Os t I = PRESSURE PARAPET!ROOF - 5, 1-2.0
HEIGHT Ce Cc 93 I p:f fl ----- ---t r --- 9.0 9.9 `1.8 ++++++++r+
----- ---- --- ---- --- ---- STORY-)MAIN 9 50 4.5 9.8 +++++r++++ ++++++++i
15 1.06 1.3 16.4 1.0 22.6 fT ----- ---- c ---
20 1.13 1.3 16.4 1.0 24.1 STORY-`
25 1.19 1.3 16.4 1.0 25.4 fl ----- ---- a ---
30 1.23 1.3 16.4 1.0 2 .2
40 1.31 1.3 16.4 1.0 27.9
60 1.43 1.3 16.4 1.0 30.5
BO 1.53 1.3 16.4 1.0 32.6
100 1.61 I.J 16.4 1.0 J4.3
EXPOSURE, H1, GUST FACTOR Ce
------------------------------
11EI'3HT Ce Ce Ce
ft 8 C D
----- ---- ---- ----
15 4.62 1.06 1.39
20 0.67 1.13 1.0
25 0.12 1.19 1.50
30 0.76 1.23 1.54
40 0.84 1.31 1.62
60 0.95 1.43 1.73
80 1.04 1.5s 1.81
100 IA 3 1.61 1.88
PRESSURE COEFFICIENT Cc
------------------------------
heiaht less than 40ft 1.3
height greater than 40ft L 4
MIND PRESSURE BASED ON
MAXIMUM WIND SPEED
------------------------------
+iles/Os = basiE wind press
----- ------------------------
10 12.6 psf
80 16.4 psf
90 20.8 psf
100 25.6 psf
110 31.0 psf
120 36.9 psf
130 43.3 psf
------------------------------
SF-IEAv< 1[7 = STFr _ NA X W EAST-IWEST n T Fi
-----------------------------------------------------------------
P E T E R DATE: 02/14
GINTAUTAS PROD: ARL AIRPORT OPER BLDG ADD
N A L I S SUBJ: MAIM (LEV EW <;<DIR
A . E . C STORY SHEAR & MOMENT DISTRIBUTION WITH FLEXIBLE DIAPHRAGM
--------- ------------------------------------------------------------------
10 = roof wt 2.000 k.= 5/6' ABs T. olf soaciac Of spaciric
12.9 = story shear 15 = floor wt 1.150 k.= 5/8' ABS 'J. --- ------- --- --------
116 = story aoaeni 10 = call ui 4.720 k.= <5)MAS 254 10d6°
50 = build width 1.650 k.= <S.'•CS16148' 37.8 lOde4 754 21-I0diV
9 = story heicht 0.12 = aal drift 4.375 k.= <S)HPAH.121. 492 10d43' 984 2L-14d-03'
HF = stud(DF)<HF) 0.06 = wind Gust 0.106 k.= ldd 632 10d:2' 1262 2L-10012'
rea. :.hear ave shear
distr. feel distr. 331 Of
100? <-Gk OY-) 12.9 10d04
------------ ----- ----- - --- --- - --------SUMMARY-------- ---------------- -------------
------------ ----- ----------- ---- ----------------
GROSS SUBTR DIST NUMBER OF RESIST O''4ERTURN Block horiz ply.edoe- added wt B WALLS 5 FLOORS
PALL PALL BTYN YALL.ROOF OR DL MOM MOBENT lOd.li2'plr.prl.int.field wall ends RESISTING
LENGTH OPNGS PALLS FLOOR PANELS WIDE fk fk lOd.BS'Lin.plY.edce.nai] drift i 10psf 014ERINRNIN6
------ -----------
=-==30==-=10 =---- --- ----- - - +--special nailiria--+ ----- ----YIL--- -----___---_--
------- ===-
25 1 ROOF 6 20.3 5B 1 ;wall tat,too,5ide5., 0.04 8 Roof t -_+ 323 pit
----swl----- 50` FLOOR 6 `1 =Mres wind & dour upna. B 1Ud "4k.21 stud5
20 =Lact 1 YALL 30.4 OTM= -7.3 edae
+-lid i 6 B plate---
UPLIFT: -0.2 k less use-)-0.2 spar ABs 48
SHEAR: 6.5 k -)-)-)-)-) 323 plf spar MAS 24
---;5-----� --�� ------------- -- ------ ----------- +--special nailioo--+ ---------------- ----- -- --
1 ROOF `A -32.4 =M 'wall toi.top,side5., ) 0.0! B Roof 6 -_ 61 olf
----sw2----- 28': FLOOR 6 13 =Kris wt'ud door s na. ' '{ i0d c0in,21 studs
10 =Lact 1 WALL 7.6 OTM= -19. +! edae 0404inat 4
__________
k for quid +*-IL e 5 e plate---+
UPLIFT: -1.3 d less u-r- -1.3 wall telow + spat 4S 421'
SHEAR: 3.6 k -)-)- -)-) 361 plf 0.4 '3)CS1614B' + spat !As 24
+--Speciel nailih8--- --------------- "--__--'-__
RGOF 6 1.9 -25.5 =M !Vail Lot.too.sIdes,' - "vA4 8 Fort =_= 6 =_+ 31! olf
---sw3----- 22c FLOOR 6 5 =Kris rind & door oono. ' 8 IOd @4in,21 stud-
9 =Last 1 UAII 2.7 OTM= -20. +; edae 10di4in.21 8 -=----=
for wood ++-16d 0 4 plate-- +', fur cant Val]
UPLIFT: -2.3 k. less U52-)-2.3 wall below + 56ae 4s 4B leiuw UEe
SHEAR: 2.9 k - )-)- -) 315 plf 1.0 11S>CS16148' T spat MA!, 24 0.1 ?HF'AHB22
---EE-T---EE-- -DD-pp-TT-FF--p-------------------------------------------------------
UINTAUTA� PHS":. RK( NGTON AIRPORT OPER BLDG ADD
N A 111 S SUBJ: ROOF-TYP LINTELS
A . E . C WOOD DEAN ANALYSIS & DESIGN
--------- -------------------------------------------------------------
UNIFORM LOAD ZRKSHEET C01JCE11111ATEb LOAD '10PASHEFT D1
SPAN = 5.0 ------------------------------------ +------- --------------------------------------t
FT WL ql. hiilhl F'L VD
----- ----------------- ----- ----- trDe luptlii width wll wdl 0.0 '
+--------+ +------- -
FLOOR: / width / 17.0 N LL = 25 psf = 425 roof: 0.0 2S IS 0.A '.
+--------+ _ ,5
CL 15 p.t = ._. flour: 3.0 40 :
WALL: hioh ---. n DL = IS psf = wall: 8.0 IS '
utGE(: 0.0
FLOOR: wide ---> 0 LL = 40 psi = t------- ----- ------ ----- ----- ------ ------+
4 DL = 25 Dsf = -- " PL= 0.0 0.0
WALL: hioh ---> E OL = V. psf = dist, froi left ;' P6= red:
FLOOR: wide ---> t LL = 40 psi = ChCENTRATED LOAD WORKSHEET tit
8 DL = 25 psf = ------ --------------------------------------+
WALL: high ---> N DL = I" psf = : heiult PL PD '
------«--------------- ----- ----------------- ----- ----- : 0pe length width w[l wdl 0.0
85 = AREA Ll.red wl= 425 2 --- ----- ------ ----- ----- ------ -- -•
Live load Red.?-> YES used wL= 42" fed. roof: 0.0 25 15 0.0
floor: 8.0 40 25
0.00 w li: 8.0 1S
r!t lief: 0.0 0.0
0.00 t------- ----- ------ ----- -'
0.0
list, frui left " PD= red:
0.00 \/
<<PL ;CFL
((PD <<:.L 0.425 (<wL <11wL <(PD
(<PT «VG 0.255 <CwD (KD o'
«wT 0.694 :(wT AoT
LLLLLLLLLLLLLLLLLLLLLLLLLLLLL
DDDDDDDDDDDDDDDDDDDDDDDDDDDDD
dri floor bead
L 5.0 << L (< L
RL= 1.74 RR= 1.74
0.0 =dTL "
-0.0 =dcarb
ROOF-TYP LINTELS
------------------------Aai U -------------------------------------------------------------------------------------------
SHEAR: 1.7 0.9 0.0 -03 -1.7 Lips
MOMENT: 1.6 2.2 1.6 tl;
------------------------------------ia► M -------------------------------------------------------------------------------
82=D; DEHD SHEAR 51-G ELAST
5.50 <( WIDTH act 48;:=U': (TYPE> Fball Full Fcbro 1000ki
9.00 (< DEPTH act 214 +---------- ------------- ------------ ------------ ------------+
3 (< bed► type 3 WS1650 1650 110 630 1.8 fWererh bmsl• -
F << load dur':Roof>(Floor`, 1.00 +---------- ------------- ------------ ------------ ------------t
S <( uses <Sin01E>'<RPpet> 1.00 1 GL-F"4 4 F'SL 7 DFI n 10 HF1 n 13 '
D << Vet usa (WetVOrp 1.00 ' 2 LAM 'dl 5 BC'1L 8 DFI w 11 HF1 w 14
480 (( LL defl criteria : 3 WS1650 6 RLAM2 9 DF2 n 12 HF2 n 15
------------------------------------------------------ +---------- ------------- ------------ ------------ ------------+
LL TL Cf= S A I W=3.5'6.5
CHECK Fb Fv D=1.5\9110.`.112\13.5\15116.5\18
STRESS MGM SHEAR DEFT DEFL 1.00 irA3 in\2 ih\4
-----------------------------------------------------
ACTUAL 351 53 0.01 0.02 PROD 74 50 IN
ALLOW 1650 110 0.13 0.25 REA.D 16 24 deft
EVAL>> )0K< )OK< >OK( )OK(
---------------------- -------------------------------
V'HEUSR SERIES 1650
+----------------------------------------+
5. 5 Wide, 9 Deep WS1650
+ +-----------------=-_- -------------+ ----Dolt Capacities------- ---post deli nations----
: : (212X4 (2)2X4 : 4 6 (2i2X4 04
' (212X6 5.0 ft (,),AS 6 10 30 43 1212X6 4 X 6 6(6 6i8
(212X8 (212X8 ; 8 43 43 65 (212X8 08 6c8 8X8
L br0= 0.5 DRY FLOOR BEAM 0.5 =l t-r0 -------------------------- ------------------------
1.6 = HIT'l10 BRACING REOD based D0 9 it heiaht
F<QOF--IF YR L Y "TELS
ARLINGTON AIRPORT OPER BLDG ADD
�r �
➢i
I
P E T E R DATE: 0:_/14
GINTAUTAS PROD: ARLINGTON AIRPORT OPER BLDG ADD
N A L I S SUBJ: ROOF-CENTER EXTERIOR B19
A . E . C WOOD BEAN ANALYSIS & DESIGN
---------- ---------- ----------------- --- -
UNIFORM LOAD WORX03HEET iO1i'EiiT„tTEi LOAD uOF;fS'nEET hl
SPON = 11.0 ------------------------------------ +------- -------------------- -----f
FT 4L 4D rlYloht PL PD '
----- ----------------- ----- i- -- t .-
ve iersath width
+-------- ♦-------
----- ------ ----- ----- ------ ------f
FLOOR: i width 11 13.0 LL = 25 osf = 325 ravf: e.0 15 0.0 1
WALL: high ---. 8 DL = 1i psf
otter: C.0
FLOOR: Kide - -; 0 LL : 40 psf = ------ ----- ------ ----- ----- ------ ------+
WALL high -- @ OL : 15 pst = di-A. troi left '; PD= red:
FLOOR: wide ---) i LL : 40 psf : COi:CEkTRATE6 LOAD WORKSHEET 12
DL = 25 pEf = _ *------- --------------------------------------+
MALL: high - 0 DL = 15 psi = height FL PD
----------------------- ----- ----------------- ----- ----- trpe length atdth 411 wdl 0.0
143 = AREA LLred wL= 325 195 •------- ----- ------ ----- ----- ------ ------+
Live Load Red.?-> YES used wL= 325 red. rGaf: 0.0 25 V, 0.0 '
floor: B.t1 40 25 '
0.00 wait: 8.0 15
other: 0.0 0.0 '
0.00 +------- ----- ------ ----- ----- ------ ------+
O.i00 I F'L= 0.0 0.0
diO. frail left " F'D= red:
0.00 1;
<(PL (tFL
((PD <<wl 0.325 <ewl wL 'F0
:CPT XWD 0.195 <<a➢
„wT ((wT XwT
LLLLLLLLLLLLLLLLLLLLLLLLLLLLL
DDD➢DDDDDCDDDDDDDDDLDDDDDDDDD
-------- = 1^
J
dry roof bEai
L 11.0 '; i L
RL= " 2.93 RR= 93
0.2 =dTL
-0.1 =dcaib
ROOF-CDJ ER EXTERIOR BM
----------'-------------ial V -------------------------------------------------------------------------------------------
SHEAR: 2.9 1.5 -1.1 -2.9 !:ivc
MOMENT: 6.0 B.0 6.0 fk
------------------------------------ial M -------------------------------------------------------------------------------
43 =D' BE11D ShER E:RNG ELAST I
3.50 (( WIDTH act T'YPP Fball Fvall Fcbro 1000ksi
12.00 <( DEPTH act 61::=M;: +---------- ------------- ------------ ------------ ------------+
3 « beai type 3 uS1650 1650 no 00 1.8 {ueyerh beaisl -
R e load dur(Roof):Floar) 1.15 ---------- ------------ ------------ ------------ ------------r
S (( uses (Siule)<REPE0 1.00 1 GL424 4 FSL 1 DF1 r, 10 HF1 n 13
D (( wet use <ret>Ory) 1.00 2 LAM VL BCVL B ON w 11 HF1 w 14 1
480 <( LL deft criteria 3 4S1650 6 RL6A2 9 DF2 o 12 HF2 rl 15
------------------------------------------------------ «---------- ------------- ------------ ------------ ------------
CHECK Fb Fv LL TL Cf= S A I u=3.515.5 U:7.519110.5\12113.5115116,5118
STRESS MOM SHEAR DEFT DEFL 1.00 iG13 io\2 in\4
------------------------------------------------------
ACTUAL 1150 105 0.12 0.19 FROV 84 42 504
ALLOW 1897 126 0.26 0.55 REO'D 51 3`5 defl
EVAL>> )OK< >Ok( )OK< %Ok<
--------------------------------------------------
VON SERIES 16JO
+----------------------------------------t
3. 5 Wide, 12 Deep WS165O
+ 4------------------------------------+ t ----GGit ca5acltin------- ---oost designations----
(2)2X4 (212N 4 6 (204 04
()12X6 11.0 ft (2l216 6 10 3O 43 (212X6 06 616 618
1212X'3 (212X8 6 43 43 65 (212X2 6X8 6iB 8X8
l bra= 1.2 DRY ROOF BEAM 1.2 :! bra ------- --- ----- --- --- -----------------------
3.4 = H/T.BRACE F SUPPORTS OHLY based o0 9 ft hEigrlt
ROOF-GEh17EF2 E:X-E:R I OR L==ct"1
ARLINGTON AIRPORT OPER BLDG ADD
i
i
VAI
vJ� -yr, "-//,rF,
"ryP, Vi f f
�'rC�tJt� �GV1N T.�
O
f �� �✓ NOT :��nl-�-
USF C(iP%NNPlC,-
10 �1�L en' lU �—t `� +'t� G I r /�Jv u-(� W/ f' �TEN'r=i=•=
FvP�tN E&h I0 I C-.4=10 P1trL rir.�v
T
N20A NA►�:� --1- C t�io C��-t'►�r� t f rr',��;C-�-F '��' �
b't
�S G (<ti• PU94-iN
IN t-v:V c� ONt~y
Fob IVA, ,(IV v f'--:r[fF-t=N
IY1 GA!
�A V1-A 1 l____
-
NcrC�S CO-1 Cp�tNC19 S�nM- u` — INT�uzc, t v FA�:fr- ,er'
.c1Gtj A: piu7-t"oN P U W4--i
%�•� � P�NMt:C�EIL F�,��NFr-S TO jr �y�u_` r �1(=LINS �
VS� 4-}=-ID Pliit.L-1 es jj-e No .6aL . TI\f em U �FFw c L LO �� O.C ,
WNFN FCD&E :�F Pi�� 4V4N U; i�, Gl1-AMOG�
-,5-TalP OF", --J— ST il-)el-rp pNOV lOj:E�7 GGn/TINV I- >1 .
1 1 1 ( 1 pW-•I W � 1 '� W Q -L I K J 2 N t `
I W 1 1 ru I WW ^ TiN 1 1.. O N 1NN OLL .1
IL•lz LLo " 2
1 � 1 4W IJJ (i L7 1 IC W� K U IZO -y r
Iv 1 WI-IWW a }dp I 1 rW O W W_• 1^--• El0 V
O ma.•-+ 1 I U] -(> r W L C7z 1 KN WOO
1 W mLL 1 SQ U
W OY4 C lh UZ d^ 10W •F- V
X� 1 I" W O ^ O> I r I-0
1^ N I X0 C 1 12 p� T ^ U I-.0 SW 1 r 111
I I I z J2 1 mV r plrU 1 1 4 S 1- W ^/- ux 1 Jp LW^
1 I 1 K •-•^I VN 1 I d d N �m - 1 Q •-•(Y O: 1.1�
1 1> ;;I O UWW 1 IUJ WIC Z UO QK ImY (x 1�1(L1• `'
1 OJ OW
IHW CWw 7
1 1 C7 JJ 1 ' y I ow O O J Sr _ N 1 U^ S1-W
1 I 1 I OQO INN y OW 1 I^ ON Ll L Su 1 WLL 2LL
1 1 W 1 I w I YLL I mm a 0-x 1 I p (1-d 2 S 2 Jx O III 1 F- N^Z '11
1 I+l 1 I m�� I�t OC9Y O 1 1 dW M S QLJ J 1=Z Q_C 1I--- 8
1 1 1 hWW IQQ I-2 y4 1 1L S N U B <- 2•-
1WIC 1 NT Or"In U^yr C IO Jr- N U2 O 1UQ 2T2
1 10 I IJW_^rC yO:QUL720 I JO 4 p m ^O ^W I(Y OI--'W IIIrnI
W 720'n I W J 4 W r-O O 14N O l(�`
1 I^ 1 1 FOCW ut//y 2gN0•••`•-•� OZan
1 1 p-8 N=a: OO:O:Oy/-a IS K O^ UN Z1'-�-L N^Ow O
IOLIT OWW UOoO:=a•n p
1 1 W 1 II/IOT1-�N`!2 O. IT Z r Z L•lY uW 1 ; u.dl-W
1 1 4 1 Z I OUOW •O:O-rJOU Luu V ILL SN 0 p ^ Z_I- U J I NQ GSUW 1
u] 1 1 3N T n00041-�}WU W 1^ W Z w
1 LLO 1 1 -r roU4 1 H Jy IY 11- .W H O^ p W .!1 Op dul- 1•
O 1 W J.. -
1~t<a�0UWr0 W 1 L WOJ Q d ~ ..d O^ -W w LL 2Q pW a:
In- yA VI
^ L 1•CJ3q YO: yW 0 1 p LLd �U S�p ZLLQN •��J 1��{SJryr.
1 1 1 b 1 W.-. Z 1 •m O.Jl+x(7•••: 1 K2 N W L U'N
1 1 1 1 CYQWQ 1 V W^^ �47 1 S NW r W rl 20 LL 1^r Ww
1 1 W 1 U I I-2r 1 WOWW& -I 1 C p S� ^ c 0 1 pU U�JO _ \1
/ >a 1 III/ WN 1 6 W�-�W r.c� 1 p WO ^ O Z U� x0 W QJ^
1 LL 1 W 1 KC)KW 1>' N�uIN:7mr Nd 1 J rl- 1-- U W O OJ U I Jr
1 1 0 1 OmUI•••1 0 1 OY y K U\ I
1 Z I 7z410 x J4 N 1^
1 Z I c>: OJ 1 T MILO- --IL), ILL mr z < p _0 W �I(LU •1-T •^
1 WOVO.1\ <72 >K 1 OW O •( L 20 WJ I WtrNSHNW
N 1 I xr I F yWSIOi .� 1 04 w 1--^
1 • 3 1 O 11- OJ 1 O __ }NY I T Q Q2 f 1 O tNNG�
ILKW W__w aI I r aN p O L OW 1 O^ 2lJK
LL I I W W 1 U I WSa• I W ^S Wt�I�(17t.-. 1 O J •C lx q(L N 1 •I•-;ZOSJ ,(
1 1 Nm 1 I sG2y I T m ZWrC�.1 WWOr I Z LLW W W 41- d I IN QOr L)U �vlf
W 1 1 7 1 1 4.T 1 ¢x Npx roJ N 1^ LL ^ \ «y I t-lr CLrUU
(�1 I W22 1 1 OYOOc I W Orx nu(.)O I n. 1 >^ LL Q � •' O: 1 UWpL'140Y
11I 1 I Td 1 �1/••OUW 1- W 1-yNxa 1 T �1 N 1-J ¢ Wm(7Kq �1^LL Zd'p2
zo...v-••o IZ ^ O LL \. FWL (Ny 1 JIJJ^F- S V�
1 1 W7 1 Z l o W2 1 Ol'-F 'AL.) 1 O 10 JL- K •.CO lf4 LL I LL�QTZC
1 1>-J 1 1 WJrq7 1 Ib U Sr I 1 r. ^O S T_ WV.} 1 Z CCNOOLL >(
~L 1 1;O 1 Q I O�JJ 1 Oy/-vt9y 1: W I N m_ I- ►- •ZOO Q 1 O •pSU^^
L I y OW-L^v2Y 1 Ii1 I G ^ U O.+Q:iA O LL 1 UU)r; H
r 1 1 1 I d>fd C� 22OiL ••.O 1 Z I NO 4 W •+-.IW^I-OL r l ZU ZUN C
1 1}O 1 1>< OOW QW+ ••1-••.1 >; 1 G^ 2 •1--.C2J2 r^ 1 Z� xi07J
1 I m10 1 N 1 WU•Jz•nx 1•••1-•OJNy Q 1^ Or l� ox UO.fmlV 11) Z 1 ZJO:m
1 I l0 1 (Ny 1 2J y 1..yUWW^2 @Z 1 p dU ^ O3•W..OQ y2 1 z w hr^
1 1 ^I LL 1 yn•r••: OA( OdWK!->K W'I"4 J I NW OO-V /-�Y7 W 1 Z ypUN= Z
L I l u 1 1�UNN•ns 1r2••I..AY'�b^ I J JZCLO co xrYzxI W W^U -P4JO.J C 1 OJ_ WOZW
r 1 1 JO 1 W 1 O< ► ¢ W O J 1 \
yO.WOWi OQ 4: 1 SO � 4 r•t.+'lr O. W�N�OK1-UQ 1 1\\\\'\J(\I
J 1 1 Z 1 UTAOW NNan mUm 1- ID W 1
Q1 u(.7 -1 W 1 W IV F-O •7FW O. xW O.- I yI-J Y2)-••.i 7•W J J 1 wl-OWZU `1
1 I- N 1 1 7C0 <be-+�r Jac ��+JL\ U 14000 11.OWu.^JIr3 rQ 12UWtr0•-•"L II
1 OON I L 1 x2yW 1\ya J_Wy O 1 y 1•-•7V12 ••• K'Q^GU U 1^Or d(..)r0
1"1 1�Nw! f""1 Gaza'1 s.viC_ mxWOx 1 I'• N 1 O:Oc 4 040nmoo 1 pas 4^ f�
Wry 04C�nm00(n07C p 1 rwwp�H X
U I A^r 1 N 1 W+1 1 W la 1-ax I= N 1>t= • zrxloJI;cu LL/pm^awdo ^,
1•n N I 1 in I, I H ml)2"1 Or I o cc 1 xdt0 YpQU(1�
W 1 o A 1 Q 1 2 r I J a O 7xl)a41 C 1 JOW2 •JLIJY 1tuJ^o JW 1 Ozz.z%
1 1<y=•-•1 Oa JWJIJ2 L)Z C- I JUU^WJ JO JOJ=OJJ I^1>o^NWQI- 1
LL 1 ^W 1 1 03 1IDO Jm Ji02W ON I^ U(L I-^7•-• ^ ^W III 1 4 [7•-+^N 1'-
1 E_V-1 1 aJ•••• 1 x^:1<2a<Jr 1 Ft.J60.-•F(.�Fc yF Lam; 1 Or 21YOZ '7
N I I w0! I W^rW 1 CCU>f.bl Or I ^I 2 T.y O O Oa 1 Ow0^W O
1 1 NJ 1 ^1 2<+tf-c02 �WU(/)y I 1(C••+K ymO:gS�•.(t LfK•� (YJ 1 k-rZ3dJU J ,
1 1 W20W ox4y !- � U 1 OCO 00 01-OulOI-NOQ ^1 `C 4KS ICQ]JY•a-3.W[{JkQ
^1 I U I r 2a CU WO.[q:LQ I p 1 r2r •nY1-I•:rc�r�1-�:JrU a 1�WYSW 1. 1 0 1 yJ�U L2 J} z Om I W N I U^UC9 UUU7UtuU7tU^ 1 wdap mm 0Z -�v
<.coz-•aJ.. I.cc�axW<4amd/r<¢}Qz •d
J t I o 1 V UI O y qF(>W I /i I aWan xa aa/-�c^ctl-OdK J 1 KCYI•IWmU4
L 1 U_: ox a 'j2 W S 1 05-Al-rrryr
N i E I 1 JO W IDOxJQp E i t Ypp ra YLYr. OYXO-U N 1 - w_-M
v i 3 v i<rAn0r-1 II\9714Q Ua nC� I x 1 t�01-Um0(O.tSc03Ou=cju4um 1 CZU'Iy-7wo
•-N(-1 vIn la m � (.I (� v In (o n � 1.1
n ii I
1 1 1
i 1 1 1 1 i 1 I 1 1
11 II I 1 1 1 1 Q 00 I 1 1 1 1 1
1 1 1 1 1 1 I m 1 U' 1 1 • 1 1
m
N II 1 1 y 1 1 1 W 1 I m; I ^ I I r 111 1 LI 1 1
I WWm 1 1
O 1 1 TW 1 1
U wzi
11 1 /d '~ I '•'I 1 sw p 1 1 00 / 1'I II I 1 a l O I 40;
1 li I 1 UO 1 1 1• 7W 1 1 1 W T(L' W 1 CL" 1 m^ l y • I
1 1 --10 U I N IN IW(��NI
11 Ii ; 12.�. 1 1 i KO 1 1 10 6 I '
11 N /^O 1 1 1O 1 1 I Q FW 1 1 d 1 2 1(,LL I Ol;l
'I 1C91 K I J
II II 1 . W
OWW I 1 1 4r ; 1 31 I Ka 1 1 N1OQ Is-oNOJ1
1 I W 1 ( 1 0 1 1 .( 1 al- 1 20 AWJO 1
� .t�.JtLL 1
Ja 1 1 a 1 tJ 1 W / 1
o
CZ 1 J2 I x ¢ 1 0 1 Ir, t O 1 1 ^^7 1} I on 1 Oswc;
II II 1 o _ 1 1 UVI 1 1 a a0 1}QpWIO 1 Ww
11 11 Vya 1 Oo 1 �!() 14 W 1 hlaaz J 1 O 1 1 _x 16~N IKW Ica
11 II 1 OK 1 M(J 1 �= 1 W 1 -:J4 J ��1I�� y 1 ••1 -` I W I zF- I NJ¢
N'^,I I WWW 1 ro 1(}r.0 If O••C I JT VI W Iml � X 1 x! 1(,yN I LL^LL
N O N I d /-y O y l: (� f / ca 1 N 1 ro N 1: I^Q ..b s •C
1 uo: 1 zo� t K 1 N:II II 1 O�O �•n� �1 OO 12 I 6JL] Ifp�J INLL CI.•-u�2y
'I N N2 1 rO• U#� 1 O uJ IVK•l.1 r0]T. '� M 1 �U) 1^1 « 1•••4W I
111I II 1(/7^ 1 1 (L.OW 1= ulJ IIfO 1(•j�•IF NO CC 1 •1•-y 1;1•n-n•n.�Q 1 Wm S n-
u
W U
I I 11 I a F 1 I U SKI-
O I r O Q O �1 2 2= e r .12 i s i �6 G i l y S N C a•O 2 Q W
11 1 01�U' 1 a 'i-llrlr 1 p 1 NIAOOW bS O 1 Q JN
IIL 11 1 LL 1 1 =0 I-f C. Oa l nln� li0 Q 14WA 1 10101CInx Or1- 1-.l� I Ndd
Il r II I I d �••"• „ I WWWI/I.- 1 77E Q« /Ny 1 /2 1 Olnt• Ur 1 I On >,
II II I •.. 1 •� •AWU^ 1 x 4AMV11 7 LLIZOO ION •" 4 Saw4tn-4 IV) rWiC JlYO
N 11 I EO 1 ro.�.Q OIDq IOry OW�:ImIDy IaO 11•-/-y 1 6rNN 41••
II I No I r��I.1�•HJ 1 4KC JLu. W I NW 1 W>>>V us W_W!1-. IJW C oIpNO N
1 O W rJW�( I m 02U I JJ4
N II 1 i NU I 1�� I WYG I W I yyID 1 4 J 1 yrlrlr11.1►Ow}..OJ i 1 SJ_ N9NIY.1-c
1 1 IQ IW 1a (..J IUO:C � � 1IaQ a�'O. •pc W/ aJ 17C[GJ 102^ I F>-r•n•n.nrl-C�
0 o1_I_W Zu J
11 II I W I 1 r••••jC 1 a N W W 111 4 QOr2 Q2
II Z 11 I p I r l 1 r r4 I O`I^1 00� h` III I y I W C 6p6m i•n CO W 0.7~JJ
II 11 I O I W 1 •, 1 < lF 1 W^ Y( I=Oa7001AW�rl•,)WU 1 Tp
li II I U I 1 d E I 3a 1 K�(�..t,1 4 uuWl� 'p- W I IX W 1 F-•n IA001�t!)W roxY 1 NL c c.-•.-.
,( //yy I Wltax 1 JOrF-O A 1L�I Oy^ IOYrN.�NIJOy VO•CW N 1 4 c•n uJ(yW•.-xz
N II \iU' i LLI NYC 1 WU 1 .( �•• O.rYC vly. (�IYWa �1 Y^r'• O•WOU a cI zp
'
II II M12 I UI �j0 1 JU IOWgUC IWWI!1 /ObNlIN1•Ka^ 7 CI tiN\L) uI
V Od 1 W I QL�dWd 1 YO�y W i QW N uN7Y.-ICI_
mK 1 2 a•� q I UU^ 1 OIOc-c COO
N N N I J 1 Z I /i V� i a 1 OrOIY W Ii0 i WN W i Q 1 V.I�IrILax 1 Y
II 11 �L 1 O A N r yr.2 1 x/•-NV .- 4 1 W m I C..is m 1 ca I 01-I A f'1 NO 1 Nwx.�r;c�
IIJ11 W 1-1 I 1 S.". laa< Ir YL •yW l .[ W IG J I^1 Ix2i IaJ I I CV WIZ
N II 1 m 1 O I I.(W 1•-o•••••••�-^Y 1 R : In 1 SLOW Ie
II 11 r UI KLO ImU2 I;WKWw KI> y 1�A I ww ci�i IW-s iDO4 0 i�ON A(Ju I A II 1"I 1 2 1 V
O 1 iLLar<- Ird<J�vF ciliO �v �IwWN JI^1 OcccW i�Yx �(�Ila.m Ir- s.n1C 1 II N 1 I Q I 110 /2Yz I V1>:rJ I L.W LalD4 I~^ l ul 1 Nr^7U1--t WWr Y/1 yNyW^wo
1i 1 -1...(O 1.•.WyQ `�I. \ 1^I-r 1 y r�CiNbr24 1`!l"•••• I +.11� v W2
11 II I^ 1 W rox Q 12¢U I W I yOW 1 WWs I WJ7 ro a .[q4
V I W I 1 I W U 10 QF 1 1 0 IOW DO ,^1 QW0 I 11 1 2 I 1 1 a2 1."1 V I J I aaa C>a 1 as O I O•• mO0>\\
1• II 1 7 1 'U 1 Sr•y N U 1>Ua Z I T.4••••.-•••+Q 1
11 II p U C C J 1 In -1 Crlp•..••0 I J H O 1704.Ic1>••nx~1 0.aC �N(•'1
1• II O<J Igyt71- J'n 1/IyK-0 -!ON O Z I OS 1 O 01Jrj. 1 WIW.- .J`)1f.Y W ( I A •1r1�W Y>•YW OI •JW 1--U Inx•et,
11 11 O.OI •n0 O;y Y 2a IyJ�aG ^ W(� S LIU'm m1 U•L•5=6;;a W4410 Iz•-. m KN N 11 11 1 QI -•J 1 4 - 1 y OIJ 771f7�UVy O 1 OJnI�a T' T0,
1• II 1.- G p s I19�x^: O IOF< V)I W Io("')QW y t4lWUI 1 JWW 10U)L IhN
1 x x�O.OUy CJO:�1 4 1 iL 01'-•J(11- Z 110 O III 1 1 Oa OSUW 1 00� ;WET= 1 UyID 1 00
L M I 'nWW 11 IOC>. t-•nl.. 06O\OI. W O.r /1 1 y•-. Z
11�II c^W 111^N WI7cWJz 'nit 4)U J1(:�mr :9, <(1.'1 O r1i�7 y 1 W21
N II u d 11-6 V�12 UQJVI I V)C•) nhq.( Uy WR _'I 11 III I WJN Z 11J;d VW W .��••A •a Y J•n•-a 1-a�.-- I•y 1 4 1I.9 1 1-a 1 W 1 OO
11U11 WIO oLL0 NIOu ro06OSWKVyK C I)u -LK.i<r ImmU Wla `WN 2 JIWI O.c m21
1 V WI-•bY }W OmIDI•-U O_111.1•n smG�+ J 1 (r 111I I R O 11II 1 -u ya 1 11 11 I ON I OZ 1 O y 1 W.(T^ ((71 I.••m Wm IDy IV-1 JI- x�•n: A.1 II 11 0:Up 1 O^ W I a I N 1 QrdO 1 JYIOa`v O...: JC•)17'2 I OJm ~1'2 t YJ wads 1 WLd OtNN4 V
1aY N/IL 1 W1ow Icnua. IJ Ml IY .J.^iFu 1 ^LL 17G rssW Iwij•_.(C_ xh
LL1 ^I Ji �IJo ^•J„laa0) nil<aG 1^mo II I ^12J( 'W 1••••W 1 �)zW 1 4 iU O. /(1 1 w o of I y `1 n 1 OU W
11 11 1 I LJ 1 yl-1 41-1 n I 0 - r
11(y II 122 I LLT 1 W /O.y 1.-^ W 7.11 y A • yOJO /11 1 1-2~ 1;roy
II LL 11 U;¢L�.•1/Id ^1 a C V e-yUyd'4 'N Z J na7 JIB 6.J!I N.-.(L' ^ "-=1 "' 1 0•(WA I .W
N N Q W.-.Ea2 U IU•n• O •roar Y(J>: \ c)ro Wt.•j I p0 12 V1+yyy;W 1 N II I>Nro 1�6••'02> JJ2 OQ� �:C -.C- 1�.•.W j") J JI^oy r0 h�NN IFW(•!s OJ.-.Cc
1;L 11 v I O W 1170 y 1 O 1 O^1 OJ.(O V\ - ^v (� I JJn• 1L^.-. y J IL
r WV1 7 1I16 IW 1��.•41^ •--J7.{ 19 I u I(.7p Ih0 IU IN.T Iv4FU {y.-• v1 Jwz �I^IOWOr-1>-Ip,O.y IJ.-•r-J I•[Or loo II 11 (�•�(I VU IN da70. 1 K;d 12 1^/IDdV/ay 1 JJ7 V 1 CJNd 1 FwN I•"•ID II II
��
»,
^,
V
I
I
loco
U cr=f KID I+N l L
pYGr4r+Wd M of O Y&K.T P�'WI
�JI-Lx1 w-slo ,ocw wpil. 6
J 0 O p R•-- � I,��
s its
AI? J
v
I I
U
Q' r.
1 nT r ror r++w1=
f 1
to
a
� Q
� I
,+1 ,s logo
Norte'. PYo�IOz�uvrrNum/ �h ��.� �z 4/+ IL-
GTWN AlV F/fr, I
wR+,NS w/:cY+avV C 12" "WN ' C-
p/1 tNST.
NO
N3
i to
�l
x _
Vl�+
I �
I
r%lOAca°nAiv=r•o PH P��c.
F,G..vi G IryN 5�,¢•FILui.
NAIL-^ww
I
51
• �, -ncnl
uNver wnw d I ryr'��
MAP
eov
�I'Z x 101 Df"cL I�FfG �1l.
JAI
I \ r
Fw1aNGN INTr"r'r/+G�fST1vN.
NPN cS i%r•CUY.
rrt:b Fdr7.r�fw,
" I
NFw "01
' IfLc.�lnk+
co v�
" I
4°riP.
ww Pro
1 q.sK 5 coNT.
. I
- -A
1hN EnST, FNv.
F P Fi5m N DAT I O N rl-AN
y� �u - G2� r►o-r =�+�►-� `-
�� .
' ^. * _ �
- � .- .
.�
:
~
/
\
|
__ =- =- - -= = =~-~" ~=- = - -= --==, __ =- =.-= - = -_=-- == __ =~-- __ == -- -==~-_ ~==~- ~=8
/
� � � �� ��� �� � �
� �
~
|
� |
|
|
.
~
.
Lennox Objective Guide to Installation Comparison
FAk#k***kfik#fi*#kkk**kkAhAR****h*k****k**k*k***R***A**kAA***************Mk*****Ak
EVERGREEN STATE SHEET METAL
1611 East Marine View Drive
EVERETT WA 98201
1-206-262-3114
15:19 LOGIC 5100 ASHRAE CLTO LOAD CALCULATION 218195
ARLINGTON MUNICIPAL AIRPORT
Prepared for : GARY PARKINSON ARCHITECTS
Prepared by KEN SALO
DESIGN CONDITIONS for Load File : K:�LNRLOGIC�DATA`AIRPORT.N41
Month: AUGUST Time : 1500 hr latitude 47 degrees
Winter Inside D8 70 Winter Outside DO 25 Indoor Winter Humidity 20%
Summer Inside 08 18 Summer Outside DO 76 Daily Range 20
Summer Outside WB 64 Indoor Summer Humidity 55% Dehumidification 0.0 Grains
AREA BTUH BTUH BTUH
SgFt Sen loss Sen Gain Lat Gain
-------------------------------
ROOM MAIN FLOOR in zone 1 1,500
People 1.0 PEOPLE 90% Occupied 1,188 1,242
Lights LIGHT Bal Fac = 1.21 (100%) 4,092
Wall R19 + inside fnsh Grp=D Facing W 350 772 0
U=0.05 CLTDsun=0.0 Shade line 3.7 ft
Window 2 Clear panes 1/4" No Shading 75 1,883 589
U=0.58 Shd Fac=6.81 SHGFsun=84.7
Wall R19 + inside fnsh Grp=U Facing N 225 496 9
U=0.05 CLTDsun=0.0 Entirely Shaded
Window 2 Clear panes 1/4" No Shading 30 753 526
U=0.58 Shd Fac=0.81 SHGFsun=25.3
Wall R19 + inside fnsh Grp=D Facing E 344 759 0
U=6.05 CLTDsun=7.7 Entirely Shaded
Window 2 Clear panes 1/4" No Shading 30 153 147
U=0.58 Shd Fac=0.81 SHGFsun=61.4
Window 2 Clear panes 1/4" No Shading 9 226 44
U=0.58 Shd Fac=0.81 SHGFsun=61.4
GIs Or 2 Glass Man Doors, No Shading 21 527 115
U=0.55 Shd Fac=6.81 SHGFsun=61.4
Infiltration Win=O CFM Sum=O CFM
Door Metal Man Doors: Pol 21 341 0
U=0.36 INFw=30 CFM INFs=15 CFM
Roof Wd or Mtl Joists and Etd Grp=R4 1,500 2,700 1,511
U=0.04 CLTDsun=26.2
floors Cncrt Sib on Grd: 2" U=0.21 166 1,512 0 A�
ROOM LOAD SUMMARY — MAIN FLOOR in zone 1
Infiltration Win=179 CFM Sum=15 CFM 8,848 0 0
Subtotal Space load 19,570 8,262 1,242 CITY OFARLING4QN
Room Design load 19,570 8,262 1,242
CFM needed to satisfy load 445 CFM
Ventilation (outside air) 81 CFM 4,010 0 0
PAGE 2
15:19 LOGIC 5888 ASHRAE CLTD LOAD CALCULATION 2/8/95
AREA BTUH BTUH BTUH
SgFt Sen Loss Sen Gain Lat Gain
-------------------------------
Room Equipment load 23,579 8,262 1,242
STRUCTURE SUMMARY
Space load 1,506 19,518 8,262 1,242
Ventilation (outside air) load 4,010 6 8
Structure Equipment Load 23,519 8,262 1,242
NOMINAL COOLING CAPACITY NEEDED IS 0.9 TONS
(Based on a 0.75 sensible/total load ratio.)
***** LOGIC 5085 VERSION C91.64 *****
THE LOAD CALCULATION WAS PERFORMED ACCORDING TO THE 1985 ASHRAE CLTD METHOD.
NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE
ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST
ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF.
� �'r
Lennox Objective Guide to Installation Comparison
k*kk*R*RRhRk**RRk*AhRA#Akk*#khhA*R**A*AR**A*AAk**fiAAkkk*kk*******Afi kfi k#***A*#*#R
EVERGREEN STATE SHEET METAL
1611 East Marine View Drive
EVERETT WA 98201
t-206-252-3114
F*RRRkR kfi*R*fifiRfi*R**fifiAR*k*hfi*AA*k**R**********k*R***A**********A****A**********
15:19 LOGIC 5000 ASHRAE CLTO LOAD CALCULATION 2J8J95
ARLINGTON MUNICIPAL AIRPORT
Prepared for GARY PARKINSON ARCHITECTS
Prepared by KEN SALO
DESIGN CONDITIONS for Load File : K:`LNXLOGIC�OATA`AIRPORT.N41
Month: AUGUST Time : 1500 hr Latitude 47 degrees
Winter Inside OB 70 Winter Outside DO 25 Indoor Winter Humidity 20%
Summer Inside OB 78 Summer Outside DB 76 Daily Range 20
Summer Outside WB 64 Indoor Summer Humidity 55% Dehumidification 0.1 Grains
AREA BTUH BTUH BTUH
Sgft Sen Loss Sen Gain Lat Gain
-------------------------------
ROOM MAIN FLOOR in zone 1 1,500
People Lp PEOPLE 90% Occupied 1,188 1,242
Lights LIGHT Bal Fac = 1.20 (110%) 4,092
Wall R19 + inside fnsh Grp=D Facing W 350 172 0
U=6.05 CLTDsun=@.@ Shade Line 3.7 ft
Window 2 Clear panes 1/4" No Shading 75 1,883 589
U=0.58 Shd Fac=@.B1 SHGFsun=84.7
Wall R19 + inside fnsh Grp=D Facing N 225 496 0
U=0.05 CLTDsun=@.0 Entirely Shaded
Window 2 Clear panes 1/4" No Shading 30 753 526
U=0.58 Shd Fac=0.81 SHGFsun=25.3
Wall R19 + inside fnsh Grp=D Facing E 344 759 0
U=0.05 CLTDsun=7.7 Entirely Shaded
Window 2 Clear panes 1/4" No Shading 30 753 147
U=0.58 Shd Fac=0.81 SHGFsun=61.4
Window 2 Clear panes 114" No Shading 9 226 44
U=0.58 Shd Fac=@.B1 SHGFsun=61.4
GIs Dr 2 Glass Man Doors, No Shading 21 527 105
U=0.56 Shd Fac=@.B1 SHGFsun=61.4
Infiltration Win=@ CFM Sum=O CFM
Door Metal Man Doors: Pol 21 340 0
U=6.36 INFw=30 CFM INFs=15 CFM
Roof Wd or NO Joists and Etd Grp=R4 1,500 2,700 1,571 R EC EJ VF F�
U=0.04 CLTDsun=26.2
Floors Cncrt Sib on Grd: 2" U=0.21 166 1,512 1 MR 22
19%
ROOM LOAD SUMMARY — MAIN FLOOR in zone 1 ��w�
Infiltration Win=179 CFM Sum=15 CFM 8,848 0 0 CITY OFARL9fVCaTON
Subtotal Space Load 19,578 8,262 1,242
Room Design Load 19,576 8,262 1,242
CFM needed to satisfy load 445 CFM
Ventilation (outside air) 81 CFM 4,010 0 0
PAGE 2
15:19 LOGIC 5100 ASHRAE CLTO LOAD CALCULATION 2/8/95
AREA BTUH BTUH BTUH
SgFt Sen loss Sen Gain Lat Gain
-------------------------------
Room Equipment Load 23,579 8,262 1,242
STRUCTURE SUMMARY
Space Load 1,500 19,51E 8,262 1,242
Ventilation (outside air) Load 4,010 0 0
Structure Equipment Load 23,579 8,262 1,242
NOMINAL COOLING CAPACITY NEEDED IS 0.9 TONS
(Based on a 6.75 sensible/total load ratio.)
***** L06IC 5000 VERSION C91.04 *****
THE LOAD CALCULATION WAS PERFORMED ACCORDING TO THE 1985 ASHRAE CLIO METHOD,
NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE
ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST
ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF.
BUILDING PERMIT APPLICATION CHECKLIST
RES & DUPLEX CONal & IND
APPLICATION APPLICATION
SITE PLAN SITE PLAN
ARCH. DRAWINGS ARCH. DRAWINGS
STRUCT DRAWINGS STRUCT DRAWING
LEGAL DESCRIPTION LEGAL DESCRIPTION
ENERGY CALCS ENERGY CALCS
STORM DRAINAGE STORM DRAINAGE
SEPTIC TANK DESIGN SEPA CHECKLIST
UTILITY DRAWINGS
STRUCT CALCS
THREE (3) COPIES OF EACH FOUR (4) COPIES OF EACH ARE
ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATION
ZONING SETBACKS: FRONT
USE REAR
LOT COVERAGE SIDE
P=NET TRA=G
Name Permit
Project Type Date Received
DISTRIBUTED RETURNED DISTRIBUTED RETURNED
Public Works Engineering
Fire Dept. John Farrens
Date Returned for Corrections
Date Resubmitted with Corrections Made
Date Ready to Issue Date Issued
DATE: SIGNED:
\wpi llshem\C11ockliat.3P
:��
I
I
City of
ARLINGTON �
Building Department
PL.ANNTNG AND ZONTNG REVTEW
I. ZONNG CONIPLLVNCE:
A. Zone Classification
B. Permit Use: Yes No
C. If no, extension of non-conforming use:
D. Minimum lot size required:
Shown:
E. Yard Requirements:
Required Shown
I. Front
2. Side
3. Rear
F. Height limitations, Maxdmum
G. Landscaping and plan required: Yes No
H. Parldng:
I. Off-street parldng required: Yes No
2. Plan provided: Yes No
3. Adequate parking provided: Yes No
U. LOT COVERAGE
A. ALLOWED: MORE/LESS
SHOWN: APPROVED
NOT APPROVED
DETER..N(TNATION OF S.E.P.A. CATEGORICAL EXEMPTION
action ' Aooiicacion ":cie: SFR Brief Description oe action: E:GMPT
Code reference illowin; ?7�empaon: W.A.C. 197-11400 1 (i)b
Person making determination:
Date:
`.wpj 1lahemkBP-SEPA.frm
�.
I
4
v../ vJ
ARLINGTON
�J FIRE DEPARTMENT CHECKLI:
PER►'MITT a UU DATE
NAME: L!i
ADDRESS: LEGAL:
BUILDING USE: OCCUPANCY CLASSIFICATION:
A B E A
1 2 2.1 3 4 1 3 1 4 1 2 3 1 2 3 s 6 l
I M R
1.1 1.2 2 3 1 1 2 1 3
TYPE OF CONSTRUCTION
I II III IV I V
F.R. F.R. ONE-HOUR N ONE-HOUR I N H.T. ONE-HOUR N
SITE PLAN: APPROVED ✓ DENIED
ACCESS REQU[REMENTS:
FIRE LANE REQUIRED: YES NO _�4
SPRN1=R SYSTEM REQUIRED: YES --7Z— NO
HYDRANT REQUIRED: YES NO
OF HYDR,'dNT'S 2EQUIRED:
LOCA,740N OF HYDRANTS:
r
FIRE FLOW REQUIREMENTS:
ALARM( SYSTEM( REOUiRED: YES NO
ILNOX BOX REQUIRED: YES NO
LOCATION:
FIRE EXTINGUISHERS RE UIltE YES ✓ NO
LOCATION:_7V /}7_ 4$i e�
.ADDRESS AND LOCATION ON BUU-DING:
FIRE CHIEF: DATE: 3 ��
1wpj llahem\Fireform
City of
ARLINGTON
UTILITIES DEPARTMENT CHECKLIST
PERMIT # DATE
ACCOUNT #
NAlly E:
ADDRESS: LEGAL:
BUILDING USE: # OF BUILDING UNITS:
PLEASE NOTE ALL NECESSARY CORRECTIONS OR EQUnk vuprTS ON SITE
PLAIN IN RED.
TOTAL ERU DESIGN UNITS:
WATER METER REQUIRED: YES NO SIZE
SEWER REQUIRED: YES NO
HEALTH DEPT. APPROVAL: YES NO
SIDE SEWER PERMIT REQUIRED: YES NO
GARBAGE CONTAINER PAD: YES NO
HYDRANT REQUIRED: E-,CSTING REQUIRED
LOCATION:
h.YlS"i11VG IZEQUIREL7
CURB:
SIDE WALK:
PAVING:
STORM DRAINAGE:
CROSS-CONNECTION CONTROL (D.sin: YES NO
BACKWATER VALVE (B.saaArmu: YES NO
SPECIAL. DISCHARGE INTO WWTP (PER.yIIT REQUIRED):
COMMENTS OR SPECIAL PROVISIONS:
UTILITIES SUPERVISOR: DATE:
1wp5 03hcrrilUtidorm
,fv
CITY OF ARLINGTON
CONSTRUCTION
PERMIT Ne i700
❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT N0
OWNER MA I AD RES CITY Z P TINE
City of Arlington 1820 S�9t'b Dr NE Arlington WA 98223 435-855
ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE
Gary Parkinson 2812 Colby Ave Everett WA 98201 252-2153
GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE 0
Mike Larson 15802 23rd Ave Snohomish WA 98290 LARSEC*101DM
MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE IT
PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N
CLASS OF WORK
[aNLW (ja ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI[ION ❑BUILDING RELOCATION
VALUATION OF WORK
S 100 ,000
DESCRIBE WORK
Addition of Office Space
PROPOSED USE OF BUILDING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA-
Offices TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI-
LLGAL DESCRIPTION OI PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK
LOr BLOCK - OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE
GRANTIGN F A PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO
VIOLATE R 4NCEL THE PROVISIONS OF ANY OTHER STATE OR
TAX ID NUMBER LOCAL LA R ULATING CON5TRU ION OFTHE PERFORMANCEOF
CONSTR TI N. PERMI EXPIRES 1 AR FR. DATE OF ISSUANCE.
SIGNATURE CON CTOROR H RIZEDAG E
10B ADDRESS -
18204 59th Dr NE X /
(OFFICE USE ONLY) M E C 1ANC 'L
PLUMBING
NO, TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE
WATER CLOSET (TOILET) AIR COND UNITS -H P EA
BAIFIIUB REFRIGERATION UNITS - H P EA
LAVATORY (WASH BASIN) BOILERS - H P EA
SHOWLR GAS FIRED A C UNITS-TONNAGE EA
KI ICHLN SINK& DISP FORCED AIR SYSTEMS- B T U MEA
DISHWASHER WALL HEATERS- B T U M
LAUNDRY TRAY UNIT HEATERS - B T U M
CLOI HES WASHER EVAPORAT I`VE COOLERS
WAIERHEATER CLOTHES DRYERS
URINAL VENTILATICN FAN
DRINKING FOUN I AIN RANGE HOOD COMMERCIAL
FLOOR DRAIN AIR HANDLING UNIT- CPM
VACUUM BREAKERS STOVE
ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY
SINK (SERVICE - BAR,ETC ) WATER HEATER
GAS PIPING
SUBTOTAL S SUBTOTAL S
PERMIT $ PERMIT S
TOTAL FEE $ TOTAL FEE $
SIDE.YARD SL IBACK STRELT SETBACK REAR YARD SETBACK DATE RECEIVED PLAN CHECK FEE
FEE RECEIPT NO
USF /ONE LOT AREA VACANT SITE VALUATION FEE
❑YES ❑NO FEES
TYPE OF CONST OCCUPANCY GROUP NO OFDWELLING UNITS PLAN CHECKING VG
BU'LDING $
SIZE OF BLDG NO,OF STORILS MAX.000. LOAD
PLUMBING
FIRE SPRINKLERS REQUIRED
[:]YES ❑NO MECHANICAL
STATE BLDG.CODE
COMMENTS ENERGY CODE SURCHARGE
Airport Office Addition U B G
PENALTY
SEC 303(a)
WATER/SEWER FEES
TOTAL NO FEE
PERMI VA 'IDATION
WHEN P OPE Y VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT
PAID CR# BY
DATE
cc: ASSESSOR,APPLICANT,TREASURER, BLDG, DEPT B gE�ORDS OPY
CITY OF ARLINGTON
CONSTRUCTION
PERMIT 00
COMBINATION 9--BUILDING l�-MECHANICAL PLUMBING ❑ SIGN PERMIT NO.
OWNER MAIL ADDRESS CITY ZIP PHONE
(-\ Z Z y a� `�gz z
ARCHITYC7 OR DESIGNER MAIL ADDRESS CI I., ZIP r�PHONE �j
N.IO f�I�Lcd, /' {/I/ ~SO ';1SJ
GENERA CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LiC NSE
�A��r� /5�� ?3,pd �� S,L.o�xtltill�� ��,0 9��9v 1f�R5rG (o/bM
MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I
PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N
3 CLASS OF WORK
ccaNLW ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLI IION ❑BUILDING RELOCATION
QVALUATT(IO�N)OF WORK
W I. (/
W DESCRIBE WORK
1- Gs AGE
m PROPOSED USE OF BU NG I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA-
W L TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI-
Z LLG LS(RIPTION OI PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK
J
wr BLOCK
OF WILL BE COP�EGU
WITH WHETHER SPECIFIED HERIN OR NOT.THE
a GRANTINGMIT DOES NOT PRESUME TO GIVE AUTHORITY TO
W VIOLATE OEL THE PROVISIONS OF ANY OTHER STATE OR
F' LOCAL LAWATING CONSTRUCTION OFT �PERFORMANCEOF
aTAX ID NUMBER FROM PROPERTY TAX STATEMENT CONS? CERMIT EX IRES 1YE FROG SATE OF ISSUANCE.
RGNATURE CRORAUTH IT OAGENT DATE
UJOB AOURESS _
t 8 A/&6- X--
(OFFICP.lose ONLY) H ICAI, —
PLUMBING FEE is FIXTURES
NO. TYPE OF FIXTURE FEE is FIXTURES NO. TYPE OF EQUIPMENT
—HATER CLOSET OILET
f7.00 COND.UNITS—H.P. EA. ui .list"
ATTITUB $7.00 GFAATION UNITS—N.P.EA • ui .list"VATORY(WASII BASIN $7.00 OILER —H.P.EA- ?grip.list"
i0 $7.00 AS FIRED C.UNITS—TONNAGE EA. tip.list"'
TCHE INR dt DISPOSAL f7.00 ORCED AIR .MS—B.T.U. MFA $9.00
ISNWASI IE f7.00 ALL HEATERS— T.U. M $9.00
UNDRY TRAY S7.00 NIT HEATERS—B.T. . M $9.00
LOTH ES WASHEW
$7.00 'VAPO RATI VE COOLER
R.HEATER $7.00 LOT IFS DRYERS f630
RINALf7.00 EN ON FAN f4S0
RINKINGFOUN $7.00 ANGEHOOD COMMERCIAL $6.50
LOOR DRAINf7.00 IR HANDLING UNtT— CPM
VACUUM BREAKf7.00 OVE f6.50
OOP DRAINS— $7.00 METAL FIREPLACE&CHIMNEY $6.50
INK(SERVICE—BAR,ETC.) $7.00 WATER HEATER $6.50
AS PIPING '(up to 5=$3.00.addnl.=$35
ui mcnt list must be provided
SUB TOTAL SUB TOTAL
PERMIT PERMIT
TAL PEE TOTAL FEE
TO
_ PLAN CHECK FEE
SIDE YARD SL I BACK STREET SL I BACK REAR YARD SETBACK PLAN CHECK NUMBER FEE RECEIPT NO.
USE /ONt Lot ARt A VACANT SITE FEES VALUATION FEE
❑YES ❑NO
TYPE OF CONS OCCUPANCY GROUP NO.OF DWELLING UNITS
PLAN CHECKING VG
BU'LDING f
SL/L 01 BLOG NO.Of STORILS MAX.OCC LOAD
PLUMBING
F IRE SPRINKLERS REQUIRE D
❑YES ❑NO MECHANICAL
STATE BLDG.CODE
COMMENTS ENERGY CODE SURCHARGE
t U.B.C.
Alp �161 D�l L PENALTY SEC.303(a)
(,L p] WATER/SEWER FEES
TOTAL
WR 2 2 19,95 PERMIT VALIDATION
WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT
� '1,, 0 F RLING T UK PAID __CR# —By-
RUtLDING OFFICIAL DATE
Cc: ASSESSOR.APPLICANT,TREASURER,BLDG DEPT, RECORDS COPY
03 00—& 1010 800 HiSON
r �,) .0-,OG I 1a7y5
00 HAINAO Iffid3d V03 -
3 co NY18
>
O
CO CD o<
fool a3AI= 338
9
rn <0
z
rn
yaly
NY-W 3dYOG-INYI 9ND21Ycl
�W SVaW 329OW1 M2N 9NI.LGM
41
L
y3fy
9NTayd— /—-3� 83
9NII 0
I;1.��3
41 IMM
SIRL 9 0 ir IIyIW
liv iGj QM ITylaw /M
awso-w sammm
99NIMVW 11AI) OW IG drIX.01 M3N
WYOMV1 bGd NOIIIWV
mm a4n021V N3OW9
MYS dW 9NIWOWNY1 MaN 44
I V8 H
AA.
"MMIS
CA 49 N ip 9
cn 24" 9NIISIX3
13349 GIH.L 6 IIYIW FZTITMV
:70 26d 1Il"16 *%W J, M3N
NY-W 3W9G�
Ma MLWO-G� 3a 01
VAOd S31MINdS
"1�80--1 lim oLLIIW
9NIISI)G
yz-Rlv
US 1 3
14N SS SS HN
NOUIXY MaN 0-,001 .0-.
Ln
410 000,q - -N.LO.L +a ooe,q - -w.LO-L
is SLIZ a IMM
P a9b - FW11my SM-0 az;5m is WG'G , loav
is 91 I,G = dy 1W1O1
is OWL - MOON dWIM19 -rY.LOi
TE-FO-4 = No i.Liwy wo-w o4f10s9 4.9 oft = 12lOd2iIV
is WG,I a wo-w awv&v 9N11SIX3 is 961'r v 12fOdtJIV
:Y INY 9NIalina Ix
A. . H3d V03
U 6 9 J30
a3lAi333Ei
KLWN
W-Id NOO-1:4 IGN I d
— - 'nVM 0 9NI011(g .0-.051
NOIl I00tl 9NI .TrG M3N .0-,00 i 9NIallrB 9NI15I%3 .0-,OE
J-191 .1-,01 .0-4 .1 I
w y
b - --------
I
i y
- ------------------------- ------- --
i
i •
b I 1 � •9sMa •��s �,
b - — � � v �Ivd •a3-a
T-
ro
� 0�I1.
wooalsaa { ioi[d
I
V 91 Li QI !i rtr��m•
r ii 9 �'NOWJ I
w
A w
l .9-.OI -.f. ,F WOLa15-7�J 1
01
I
b o IL 7 H zl�iNi �NO'J I b d
LS rdnd � t
b I
y e To—" 1
O
11 'Fl; .9-.Y
A Q �
') o 'J
� A b
Yi /,a '=�' .b .9•.b .L-,9 Y- Y WOOa
79Nni 3'II I
i
w i '
Oad
` ,• _n..L• �►.r. � ��y®ypppp y®gyp r9.----� � ^F��p� tIRF•�U���f A
d - - ----�-- , SA - Imo...■ RNO e 7 •!w�{'^M' j 515�11.�
Loj
-- -- -------------- -�
— M M— M M
I 1M
NOIlVINI1N0J
110d '691tl
_7
.0-191 .0-191 sAG-NIVN 1iTMipldp
9N dlIng 43!RLLT/AVfW31d MM .0-,99 9NI011f10 0�M3N .O-.G6 9NI011f18 9NilSlk3 .0-46
1-itW/0 9NI011f6 .0-.06i
MIND III61183d VOO
HN 6 9 330
(l3AI303H
NY W WOI" 4N0'»S
Tr�er�svtmcne ,a,a;1
-.0-.11 .0-, 1 .0-.11
j--- --
!t.
ga it I
I III fl IIIIII I 11111 ni
9
.9 itEra p
3rav 1
11
a
I ,
---- ------4—
99►t4 'WAN
fill
n �I I 1 11
Fil
�I� �puiii��io��a��iw Il�in�ul4u�!��Mllhllllll� �,uw�m9� . . IIIIVI�� IN III
� e I�IINNII �
�e �l,��i
°� jiIVNlllllou.. �•....-- •. ,:^PaninpplN9lNuuo� m=
RA am K-11
oil 572 KIM all
Jill
°uc11-12
,I�I� i�iNP6°�Ip��m�Ee ��IIIIN1111111111�8ikNIIAIgNIIIWNIIWII1�Yo`mdplNll��fl ��
531
IY�IYIWllulllllal�w�m � °�n°���u��°hiRtlu�''��t��� � �r � � D�nAR�ll�� p Vu'I�
son
IN I
oil I'll oil Big Nis 1111 11711
19
a �
. VI��III�II � �
ae ae ae an ee ae VIp Pu
ee ae
7
r:l
. I�
m
M
zZ
Al
re
01
co
gK.
z°
a�
8 � g
j
I, I
Z Ilf'
C I
CGi
s s
Z =rt e o
AI 6� P
KKmY
RI W M N'O�
o; n�n••w c a a u m s a ,W ow
M7i•.m 0e,
z z m� oc a m W a W mYm� c
Fn
-n
H ov o0o awn"mo �„1
"o a
�t dmi uuu .O '+N r N 0 '� m F m 3 oz Op W m " 0 ryn�Nw �_ qYr nAro% IT
O .. OW ` -- No-+o-.w l+I+ ^ G ~ a X t'p'9m _ ]EY O. y m n nw r+ arty n
]Q k'e Olxl•,W i h. N ("0 '�.d 11.4 NROMx G.i 0<' E Gx ,Nnpon M1m a M 8< F A�
'' f• � v:'S .G RGn KF.RW !Sr •O
//�� 3 maa MroW M - - m m •• � oW• m - - o� Pm o x mx". M'V/ ryZ �,., I�iO Y. mRm .. aMY6 '_ la P) Rwro� a WO @N��((av ; a " � �� ^ rtpYp••✓m N Ym Kry WK—1 DF�j rl, .., nRd.n•,ymOdxa ro<m�ma Ero °y r _- w r ra inn<<i oc8P�mR K� rym'o �'Wom� mRI
^>
ion
R
ml�1•1'I `'?': 000n N L y,ma �. N o? mN� zo.•N ' r no at rtP a�O °a RmG Y�,o r• �ys
.Ill W .0
mo N�0mn OmNct-Y 'baWW"NPWNGm w°Z�fLqHro.
O
i ' o4Ax Am
g .N> f�> m
//••�� ypp� F '{5y��� gym•° yaR allo - =o c- �a4a� x r' a a°"m �n mW p n. "c"no n".oo •wn r+v
ll! (;I G �� fll ��rt � M1 euo O G r'i ° o� _x I"D r• a a � t e rg m row c 0 E n n m rtam 5�� �qp
NV � A ;^•a C3 IB ,Wj �(' 09R N-, (wR R x a' Y N 9 ^ R" M N N S O '�0 dN rxi'R �ym
.7 m'mo °n�•� '° < coo H�
x G m m 1 3 W W W mI zo °
R0
0 acm n LSm m rtR
µ r
G C: �p 0pp
YO w:GH [xJ L o
�R
It
1ro o - n s no <H < 7-1
"N �y Y H
m
O m
'c „
qm x'P o m �z o
W
x r �n - c _ x c o n m ga Cid �a w Lo"x"m �o
n.14 R a ttTi
'N
n nNc oRnm c" o c p•r .m m nm
to
I�' aGpncm
SNP mY'OAY �WrOt �^ - - ❑ -- O" _ A - - m ` n y f aXN °a] 3G'1 N,W 6m Ic 10 1S
n E 3 O m ✓✓ ry - _ 0 O O p m O n fl m Z N O 0
xWfm] �'?<+I 3 - R _ 3 xrt �� - w r d S u L^ Rd Oµ " a�✓Kn
�f.O �.
Al w�•.'+FI ^C.` WJ t RA N3
1n% RX I�
x
Rm nvm n.- a Yx - -e - ' "y c xY n•• m n Wo
o
C-�I nor 3no a°a ':. 003 - n,o -_ _a N�c oo °
O wnM u.i-R Nn n wo _ < n Q •: n .- am
P) ry, %S�. R PR O ^H Y R _ m N� O R C 3w Y
0 N
o
yyyyyy y,.p"ry° x 'C 9 GI Y 3 <q N~ - S a ❑ m O.• n .�. ry 0' rt rti
W, M 'avo L1m� O y N - L C n TL 3 Vn 3 + m Y N
m o -' _ ;. a Mn _ o - m ^ % " o z 4
�7 Design
TICE REMODEL AND ADDITION TO � 7 r � Gard/ Parkinson o Architects
n Z 7 Drawn
m ARLIN_GT0-N-MUNICIPAL AIRPORT / 2812 COLBY AVENUE • EVERETT, WASHINGTON 98201 Date
N (� m 18204 59111 DRIVE NE ARLINGTON,WASHING-1 ON / Revised
N 252 53
f
e
t !
7
£ 1p°nn�vorc m�a®a d" r Tc
- _ [ -
fl,
'41IN
G
_v 1)� ^ -
cocw:f• =tea ^cj# Ja � � ° •- �pT� � �,p, �' '^ ''��� �w � i �ro
f�?' C' v ..
am i oa arra �n� '
m o rn °nrtam; o"R — A G3 1 y _ 7�III4 / - *p
c vo 114gZ� Z. '�� tE� m g_.....
S mar = D v �r x4qD
:
Ef
r — 9419j �^K, a)i'a°l a _
r —
v _-
z t +
T:
-
� 1
a i kfl� �9 ate . ✓ rn � f.
w %
e �
a
1 itE) i
71-9
i
� I ,
I
1 �
0
�!a®nlod'�I GrI �Ir .
'Y ------
ror
s
t I 2
Tvl
�, -
0
_
;
' f
r
c«t 71
'�s
Jim
! k
O a s i �H
C `:= 1 I
9 If
M 4w
\!t
I3€
�
3 a S
s
v
� - 9�ab
E
k'�z
k
J jAI i�
F a—
-
1 i
-04
V
I
iv = OITICEREMpDEL AND ADDITION I'O ~� s _ Gary Parkinson ❑ Architects °esi9n ,
® Drawn ,�,
.', m ARLINGTON MUNICIPAL AIRPORT Gi t ,f 2812 COLEY AVENUE EVERETT, WASH{NGTON 98201 Date
N m 1820459TH DRIVE NE ARLINGTON,WASIIINGTON i �1_Ni„r"'�'.1�,� Revised
co � �
252-2153
;r� "(" i�ti ,r+'`:.'
� tom ,�; x a .,; a :`_ ,•: R te.,� �� <� ry fn t'.�,�.1,a.' fry,' -- �7—- -- � eti
' to �,� .�.,
,ice •� � .®
J le _
_
— —— A a c s �d9i,i.I(I(itr(9 a i:[001V Sidi 8 >IAA0 "
a s _9 �
II
AS
00
pp �g
74 � u4
a v ' is s us
Lip
Pil
jj
yi
4
4
y
r
1
E > -
t
C
'1 . c E ( i w i ATM
o
G
_
�w [ A
11,1;0
Y r LIT 19
h'
ffpp �
j 11 A 1
1 p q
KA
,
r. pp
r
i e
i
{y Q
z MV
F
" ,
i a �P
I W l sXf
-
s
ny
,
_
1
i'
s
t
of �
n
to
Rog
gn
oil
RED
rj
n t
s ff
t
P
i
t
t -
(T
A
V
k
r
I
,
C
c a
�k
w
y? i
G T PT ZII $
Ci s ', 32 C'E1 W 'EJ N£1. �� t k � %. j-• �� �} _ —
R
n.
POSIAabJ NCI9NIHSVM'NO.LONI'IdV HNJARIQ H16917OZ8I I OOI
LID
--aaea M96 NOIJNIHSVM `II3H3A3 `I,3nN3AV A8103 ZGBZ Aporam Z�I d?II� MI LEI ,L I �'II'I W '�'
UM@JQ i4 ",� M,NOLLIQQV(INV I I([OL4�2I iOI3al0 Z
-_--uf-!saa sPOW434 ❑ UOSUINJBd AjeE) co v
r
j b
q A stakx¢ pa p — 1II r '
77
P'17li
§f
-1131
�I
I
W (' �� �* may'
W
W J
_ W, po W
f
„ � d
O cn
77 Lui
9 ie -r�
M
t
1/l
!
, u
i
T.
P.
e4 th �
_ AA S 19
R1 L
aB -t
4! Q
I-�r•r ram; � 11 i 1 V I :h ,. V
� I � uj
Z
LLJ
f'
v
c�
'n
^ _• N Z -
° _ a
W H • ; O OP
E�-JI IN
H C77 cn u��
n y 0 O H i ►—� � H q � W � a N
U�� w �
H i
x �y�` l y�q� a a F,4 a a a w z 1 Lin
F:� O F4 w Q a
a 0 z
p d:
Z
Ell
cc
I I I t
I C
I I
' a �
t I O
o lo_ 011
N V
Eo %.-
p op N�
W
E i
i U - W
I i a
IJ W W
I
I
II � I �
w �I
I z IL
o'
} I Z N I
2 U W S � U ¢Ic Z U c 0 n U 2 W WLI
, K
-
_ta� m'E
I W _
_ -v v ✓� a v
I I
v
r.
l_
4 �
LI
— -- wi
�Y
i
xzl
���� j..s. �# �� CIS '-4 - -t=�� T -- --- � � •��--,r V = � — � ��J �� �\
,N
9 X I17 �7 I�
FT
1�
\r --
I
4pv�i �grwuo-1 N> r�J"asJx.�H?1�W� iiIPY�']Sni✓Mnn'
1-L(
z a, 1WLL
VJ �.lLa'i
J ,
r
s
_ _ y
- - -- N -
a f C•e�1. � ,� .51 ,��, � �� c(5 - �,u^
L 1 _
NIw v? 'NIVA
l.0
w y
fl.
� ''� I - 1
S�
I
�3 -I `
�-
L--i