Plans dougla5 r, won architect ala Ilc 14862 sw 5calett drive t�gard Or? 91221
• . & c . ‘;#V- 41) Aie zetoki.
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, . 0: 1675
b DOUGLAS R. WINN
JUN 01 2009
CITY Cr T',
t fk TIGARD, OREGON ,.
1'AC31/ or co \1'.k1r5 �,7z
OF 00
A -0 COV PAGE and 5P CIMICA'110ti
A-I 51'f: PI,AN
A-2 5,A13- FOU\7ATIOR & F1,00P PLAN
A -3 rOOF FFAMING & P00F PI/AN
A -4 5:C11ON A-A
N
A -5 5:C11ON 13 -13.
A-6 A51" & W N,
This permit does not authorize the violation of any p �� I r I Gn �
rights of holders of private easements. The ap- A -7 NO & 50U1''/ �1, vAf O \5 az
plicant is urged to contact any such parties and O
A-8 21"All,S
secure thier approval before commencing work.
LIABILITY A-9 12 AII.5
Z-
OF The City of Tigard and its At-1 V1�CNANICA/ & ���C - ?ICAI. P1,00f' PLANS V
CM employees shall not be
APProved i`- responsible for discrepancies 5P-I 0: 5PCIMICA11ON -
cond 0
itially A "�"" ...I which may appear herein.
See Utter to: Follow O
Attratthed - 6
Permit ,, _ . wC: (4_ Site Notes: S
A. , _ • YS,4,: item Approved plans
By: ,��, .,,:_ /.A Jr.;, shall be on job site.
Final inspection approval is
Map D eference Parcel \umber: 2 510213C 0051 \\ \ — 6
OFFICE COPY required prior to occupancy. Zoning: P4,5 Pe5idential
•
A ddress shall be p
Land ne5cription: Lot 00510 Cr,� of Tigard OP
posted
and visible from street. Applicant: Mr, Paul Lar5en Owner-I3uilder
Acdre55: 9115 5W �dgewood 5-,� Tigard OP 97225 A......0
rI
nate: 05 -21 -09 of 09
CITY OF TIGARD 1 SITE PLAN REVIEW
BUILDING PERMIT NO.: 1-1 -001: 2 dougl as r1 winn architect aia IIc 14862 sw scar drive tigard Ot? 9 224
PLANNING DIVISION: ._.._...___ _
Required Se ks: rov 'X .44
Side:
eq t ❑App 0 Approv 675
J Street Side:
Fcont...,. Garage: Rear: �` h ` DOUGLAS �i. SINN
Visual Clearance: (� Approved ❑ Not Approv
Maximum Building Height ..4 - feet
CWS Serv' • Provider Letter Required: ❑ Yes ❑ N ; !
CJ R •eived g TIGARD, OREGON , al
B>
: Date: qy v y
ENGINEERING DEPARTMENT: r'
Actual Slope:. % Approved 0 Not Approve i� `�, ,
,Site P i11 o
pp roved ■ Nat ,r oved
By: IL :r ,x ', D • , r .r • ,
N 1 es:
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Scale: I" - 20' / CITY OF TIGARD - SITE PLAN REVIEW
BUILDING PERMIT NO: )-U-,1" 9'- 00 / ;, ,
SITE ACCF55, MASPIAL t7 LIVEPIES and 5n CON1TPa: Street Trees: Q pproved ❑ Not Approved
+ Protected Trees;. -- f , A pproved ❑ of Approved A ,-- 0
I 1 Site Access is at drivewaq, around existing house tot designated new caravel drivewaq.
B : ✓ CA( ar Date: C v ✓
a. 2. beliver materials to drivewaq, and immediatelu store in laudown area adjacent to new Garage-Shop as designated bu Owner. Notes:
Peadumix concrete to be pumped. Provide necessaru traffic control as required bu the Cite of Tigard OP. Protect lawn and plantings. 2ate: 0 -21 -09 Of 09
4. Control anu water runoff from anu excavation with cedar bundles, straw bales, arc/ or erosion fence.
5. ropocaphu shown is for reference onlu, and onlq represents an approximation of the actual grade. Field verifu all grades and locations,
dougla5 r, wine architect aia Ilc 14862 5■ 5carlett drive tigard 01' 91224
DOUGLAS H. WiNN
4'-0" A A-4 i l'-6"
, ,/ A , I TIGARD, OREGON {"�
A-4
A - 9 6 ° � r P --A , '► ca l -IA
_ — _ _ 6:0 ? ( „ Ply Brace Pawl, full
1 � > , V
4
M
`� . M � I / 2" AB at 4' OC 2x6 Pl Plate ) of wag, both skies. �-
a'N><lo'w 51tn�ar
5�� � aded Joht fa Crack Coital �� Prefkushed Metal
G / V V UJI " o I Garage Doo
A-5 A -8 4 Slab cn Grade with A'S A -5 A -8 G Q p A -y
c % #4a2 ' OC EW. 2 dge tl V k/I
y . -2.. , 4„ A-8 P Patel, full i A S
_ 1 6 ' ,/ y helot of wag, bath sµks. 1 iv § Ili 1 § i !elect! ec of 5a1.7 ` (-.
laded Jost fa
51* INA-up Barn Dr. i 1
1 -4 V- 4 " / Crock CaiGrol — — — — — — - k- ea nzy t va N
or Grade with „ Apron -------- 4” 6 T-10" i 13 reezwa� A-9
#4at2' OC 3reezwaq k- -6.6with #4 1 r _ -6 6 .,.. o „ -s-c '— — i
Ew, at 2' a �w. l E 8P r0 __ I
— - — — �-- - \- 1 3So r Mehl , _�: /�� d51:1+ i — 1� O
i c , ' I ebhv al 7 rir,
— 7 5 - - A i i Pl B r a c e e B a w d ood ` .. L_
\ l aded Jolt far Crack Control 2 Pad, NI helot of heater, full heioht of - 2 8 cZ
I l wall, Iwtl' sides, wad . 0 ' J CY
A -g A = et rrzone " L6" f J \C--
A5 'Grade with #4 A -5 A'S Q ! E d g e o ;l �prefl d i sh e d M woad heater with 30 A-5 Sat, on
�O i CPM fat thermadlsc `
d > ., 5-019 at 2' OC �W. mt. el f Garage Door ad fresh air supply 1 4 C1 ill •
oiled Joint for Crack Card �� 0 - -51ope + O
4" 51ab m Grade w/ 6 610 WW 1 C) ` -
I/ 2" Pf3 at 4' OC 276 Pr Plate ilk . o 1 V \ \
IV 4 , +! 1" Plywood Brace Parr, fug A
1:0 / 1 - / 4 _ , 1 ha • of wall, both sides, _2) 1506
24'-0" 24'-0"
GAP/A6-5-0 GA1 -SNOP
FOU\2A110 & 51.A13 PLAN 0 fI.00F 1 A ,
Scale: 1/8" - I' -0" A -4 F---.E. IN- 40 7 5cae: 1/8 - I' -0" / A -4
FeicTPw • i l\--- 2
. _ PROPERTY LINES SHALL BB ! • m
CLEARLY IDENTIFIED PRIOR
TO FOOTING INSPECTION 0 �j _2l -09 of
. ,r,,r, . wlnn architect aia IL 14862 sw scarlett drive tigard of 97224
*1644 " 0 .4
,A
1 2 1675
41 l' vo. c �E -ato DOUGLAS R. WINN
Madeetired prefabricated wood truss, engineered ad produced per laal 64Mb:I 2'I.O 1 I l w ' t rP ki— F-0/2— codes for all applicable loads aid caulitwns, `%bid ergheerhq data fa WI* i 2'- �,
official review aid approval, alaiq with data recrrdnq la4at, fastenrq, substrate miss !� L Z VAfl 0 \ �f t s CTbo_ Ovr i s
recpiremerith and trtallatlon. Cards ate ddtoerq ad t stalllatkn with the Oxrier, ` & ', TIGAR D, OREGON
i frk Include gable ends, rcludtq f-I II S1dtg ad 1Wvek moisture baler, i a" • I' -o"
\ l
/j am
3 . cagw• ,( fyl � + t
A A -e rr �LZ� 31 t'ref�nKhed Wuntim ad t7s 5hr4es as selected 64 VV OF
GAp\AG� A-9 I 6 A 9 Offer � --
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l3 NV A Awrd4 63 � l 3reezwaq 4 ---,, ar cla on laces,
aces. - . Metal GhNnti4
AM . 2x6 Ced ras I ca
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a r A -4 /.."",f . p00F FLAMING PLAN 24 , x „ $ -� p00� PAN 2� o
sue: ve " -I'-o" ,p 5.:6".q-0"
Pate: 0 -21 -09 of 9
. douglas r. winn architect aia Ilc 14862 sw scar ebt drive tigard Op 97224
$ G 1675
DOUGLAS R. WINN
TIGARD, OREGON".
Manufactured prefabricated wood truss, engineered and produced per Iota building cotes for all applicable loads . f ''
and conditions. Submit engineering data for building official review and approval, along with data regarding layout, 'i'
fastening, substrate requirements and Installation, Coordinate delivery and installation with the Owner. Include
gable ends, including T -III Siding and 1'yvek moisture barrier. Include provision of all comedian hardware, tie -downs -
and outriggers, ``__''
_, / \
-
i
-- -- — - - -1/ 2' plywood I'.00f She. Ing ___
lir FA - --1'1 v......ra....awrm•oom _s
CN
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2x6 Cedar Fascia on all face - " — Sliding H of - � � = - _ - � .- \
�
2x6 I3lockinq ' � Wall 6'� CA 13 et lx6 s/
2 x 6 Studs @ 16" O C - - - > _ ply Wood a e . Cedar
H Trim
- - A ssembly p 1L -
8' f -III Siding with Q _
Tyvek Moisture Grier Imo`~ -- ° b
CS
Cedar \---
4 _b
/
Lock I3Iock 2x6 Wood plate Prim ii _
Wall
2x6 pt plate n n
Top of 51a' ii ii
.-- ''-'' � asti —I-4 —- .._. - .._ro
. ..
brain in 2 " \\ \
---71
\5/ 4" Minus Washed ith om a of ted - ' , 1-4
covered with Compacted Compacted M ,o ' bi,
Geotech Fabric, / -C4" / gravel base Undisturbed Farth N \Line of existing Grade :C\
rock,Typical, ,4" Slab on Grade [ 5000# ] ' \'\, l ` r
6Ar \A6,511019 Nl ine of xcavatlon, footings to bear on undisturbed earth I \\.\ , ,' v
A-9 5 CflO AA .
A....4
_ _ Scale: 1/4" - I' -0"
nom, 05 -0 -o9 of 09
douglas r, winn architect aia Ilc 14862 sw scarlett drive tigard oX 97224
, � {j1) -C.
4� 1675 r,,
DOUGLAS H. WINN P..
Compos►tion Architectural hoof a TIGARD OREGON
Shingles as selected by owner , Q) M etal Chimney Assembly - OF -7( 12 --�
3 ['refinished Aluminum Gutter and 125 , I 1
I
Q �/ C 3 [ a ] 2, 8 Header Jill— �1 Q
'iii' / / 2x8131ockinc�� '' -c:-,,
C 3 Ea7 ZrB Header J 2x6 6loeki I y l ,
I N
3 �a 2x6 Studs @ 16' x — ; $ t 11151 inq with N
I x6 Cedar trim
2x6 Cedar fascia on all faces, Heaadder er I tyvek Moi , e (ra rrIer o
2 ;6� _ O
Eoo Ce ldat lark 81 Gyp fad at j
Studs Wood Heater
trim 2x6 Wood Plate
trot I slope 2' @ 2x6 pt plate , -0' 1
CKS
18" per fit, 1 _ MINI ---
—
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Scale, 1/4" = 1' -0"
Pate: 0 5 -05 -09 of 09
douglas r. wlnn architect ala Ilc 14862 sty scarlett drive tigard OF 97224
. {`)
,
1575 ,,
DOUGLAS R. WINN
• •
1 TIGARD, OREGON .,"
2x6 Cedar, Fascia an all faces, , izt, .6..
2x6 Cedar fascia on all faces. V Ob 0 r Nti
IZ
16 cedar T 4
_ il l N I 11ft ' `� z -Metal F ,hq
I at all horinntal
Calk top of all
A" t -III 51[411 g" f -III 51 hors t1Yn,
k. „.„---- we, Tyw;k g n 4
‘ ,,,.--with liKk fully filing all
Mokre N.rier Moisture a-rler f -III grooves,
Ce
Trim ' Trim
Z
N
GA?AG 5-OP
W51' �I,VA1'ION A51" �I,VA11ON O
Scale: I/8" a 1' -0" Scale; 1/8 I' -0" — 75
L
CY
2rb Cedar Faxu auk fares. � I 2 rb Cedar fascia an all faces, O
12 � —75 Metal Ol ney Ass = Q
4 g' f II SIdYq with P
--\— m �— __ '_ - r
\ 5hdrq Door i ' Assembly Poor r
1 a Y Ixi Assembl m
Cedes
m I Cedar Cedar Ix6 Cedar f Fie
C
4 !._ , - ,
edar face Trim
Irk" \- Trim Tam -n \
Y — — \ #4 Cot. typical atfliickened 5dge of --- .__
A ....... 6
GMAG 5-OP
FAST I, -0VA110N bate: 0 -21 -09 of 09
Scale; I/8" a I' -0" Scale; I/8" - I' -0"
douglas r, wine architect aia IIc 14662 sw scarlett drive tigard g 97224
,�+$
'z' 1675
DOUGLAS H. WINN
a
• •
Ca i.vs , TIGARD, OREGON
Architectural I& //yyam T AC
5hkelles as selected t y *VA [�
3" prefristied A�mnxn Gutter a,d D ll ` // 5 Owner . OF `7
\ ,,, ,. U I] 11 11 II II ft \ i I
1111 I11IIIiI1III1II1IIII 111 11110111111 11.11141 i
4 r — I
II e=; Of I ______ 6 Ced a r 1 _ b g' 1 -111 50 \ Oregon Res, Code i 9 I nb cedar f 1 ��with fy�k
$ Motstre barter Ii'
\ _ \ mmo tea
cN
3'-0' 3.-0° o p N
• o' ed ie ro / / p Ishe Gara preflushed M�
/ / Motorized Gawp Poor Motorized Garage Pox
A1.1", PP\\ACF WI. GA\AG -5'OP c ,
FLAMING 1'qpical 501,1'- 1-VA110N O
Scale: I/8" - I' -0" Scale; I/8" - I' - 0"
L
CS
2r 6 Fas cn all f aces,
Metal Choy Assembly T O
S o
IIr1 I \ \ \—� , f-111
, 1c1 wkh
1x6 Ceda Tn' Mo br
.. 1 B
i 4 \..,,q-\
arter
Garage A,7
GAP\\AG -5- 01
NO 1 / 8"• FI.FVAfION
Scal nom 0 -21 -09 of 09
Scale: 1/ / 8" 1 0"
. dougla5 r. winn architect aia Ilc 14862 sw 5carlett drive ticard g 97224
2 .1 675 ,,
4 ___,_____ ______
....,--- ,
--- $ DOUGLAS N. WINN
__-- -- 9 1IGARD, OREGON .., „&.
r_ _ - ■L \
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�► off+
N N , „, i
2x6 13lockin �--- - -8� 1 1"ex�ure
A 2x1 Header 2x6 5-..uds @ 16" OC
1"-111 siding
O
over
1i.{vek �? O
N
°° 1x6 Cedar frinrZ 2x6 p1" Plate w/ weather °O N
I/ 2" AI3 a',, 4' OC barrier c
Trowel slope 2' @ fooled control joint fooled control joint \ 9!
/ 8" per Ft 0
1'opsod
\ / \;—
S o0
\ \\
ee netail 2/ A9 for
notations in this area,
ee netail 2/ A9 for q
0 21AL: 31"AlLi notations in this area
2
AT GA°\A6 2O O P At 1 3AN WALK A....8
..
Scale / 8" - I' -0" Scale: 5/ 8" - HO"
Bate: 05 -21 -09 of 09
daagIa5 r, winn architect aia Ilc 14562 5w 5carlett drive tigard Or? 97224
. Manufactured prefabricated wood truss, engineered and produced per local building codes for all applicable loads and cO1dition5, <,,01) lk
Submit engineering data for building official review and approval, along with data regarding Iauout, fastening, substrate requirements „, �` ,`�' is15 ,,,,,,
and installation, Coordinate deliveru and installation with the Owner Include gable ends, including 11-III Siding and ilivek moisture ' DOUGLAS R. WINN .. rA
connecting harcware tie -downs and outri ers,
barrier, Include provision of all cone ng , gg
/ \- 11GARD, OREGON irk_ / \. 3
I / � w
2” Pli,iwoodloof 5heathin
• -_-_-'' I \ \-
Continuous 2x6 plates
N ,-r 2x6 Cedar Fascia on all faces,
N
2x613lockin N -----
g" Texture T-I11 siding over -
Ti�vek weather barrier o O
2x6 - .ids @ 16 OC. o
2" Wedge Anchor @ 2' OC --z
I x6 I?ou hhewn
g
2x6 PT Wood Plate Cedar Prim c-
fooled control joint
Topsoil
-
-\ = °
' =111 =1
CS
'' =111 =1 MINIIiuNHii nm l lll i i \\ \
- _ ���mmmnl
�" Slab on Grade [5000# = lT_I, 1 1 1 1 111 1 1 1 1 1 1 III 111 I i 1 7'
�� ‘,..
45 Continuous _
q — . minus compacted crushed rock 4 45 at 2' OC W
under slab [6" minimum] Compacted Native Vackfill ine of - xisting Grade
`tine of Lxcava -,ion. Footings t A,.09
bear on undisturbed earth
.. 0 31'AL Af 5I3> WALL
bate, 05 21 09 of 09
Scale: 3/ 8" - 1 ' -0"
dcuglas r. wirin architect aia Ilc 14862 sw scarlett drive ticlaard of 91224
6" Perfaatedfr' 1 1615 ( • r iP J,
Pmnn2" 'f
Wmkd extend f ach 7nm 10'
mwaed wld� '�
'� a.d \
gi DOUGLAS FL WINN
i_�•.,l �,7..-- weot44 ;,► .. - IY.4.;.. iYzox i
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............... _. y.. `... ....._..y...:' - • ] �+ •
Da*6n nriti7 D, OREGON
Wonted than n �( �,
r 1 0 -
GA p Door Opener with t. t e "
r >41
GMAG - ►
;env-,;: I: =MI
Is,: -- K,,_....... j I i �� 2 " i ,1
■ Ga aqe Pox Ken C
ate Control N
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• • OLTLIN 5P 6IMMCA11ON '
lvislon eerl Cns isln 5, Micellneous Mel nivin I Mechanical '�$Y''
1575 ,
I, Follow all current City of Tigard Planing aid PinIclirq Department 1, Peview each Section of the Specifications for applicable Miscellaneous 5, Provide and natal a metal chmrey assemble, 5rted to wtte the I. Water Lire: Provide and Install I" PVC burled water line from existing DOUG LAS R. WINN
ordinances, Including permits, fees and procedures, Owner -selected wood heater, Install plumb and true per manufacturers service at existing hawse near existing h ose b ib, and extend IIne n locatiaa
2, Fdlow the latest State of Oregon Pesidential Code, zpecif cations, flashed and coordinated with roofing assemble. shown on the drawings. C3ackfdl and compact, protecting the line from ��"""��
. 5'rte access is at driveway, around existing he to the designated new p ivi5ien 6 ; R Car ern r 6, Clean up and remove from site aft debris associated with this wok, dam Test line and assure all wait meets or exceeds the Cite{ of Tigard •
Leave site broom dew TIGARD, OREGON
gavel driveway, p
I, Verify all dimensions, substrate surfaces, embedded work, alignrnennts, and codes, n a n d requirements,
4, Delver materials to driveway, aid Immediately store in laydown area 2. New Nose f31
mechankal a electrical work that 15 to Interface with r n carpentrI3112. Provide new weather proof hone bib at new structure in
adjacent to new Gar-age-shop as designated by Owner, installations, Correct all necessary items before proceeding with the rao bivi5lon 8: POOrs and Wlndo 5 locatio s hown c n th e drawing, as selected b lJwner, �,7 Z '°
framing work. I. Garage Pars. 51zed as shown cc the drawings, preflmzhed metal panel 3, Pain Drams, Provide aid Install 5" PVC buried rain drain Imes fran dorm OF 0*
I2IVISion 2, Site Work abcv'ade, set backs, frost line aid surrandmg work in order to confirm doers, including electric door opener, In the sizes shown om the drawings, to " Dry Well. l3ackfdl and compact, protecting the line from
damage, Test line and assure all work meets or exceeds the City of Tigard
I, Verify all site dimensions and topography, 13rng finish site work grades to compliance to all codes for Installation of all concrete work. Include all jamb gaskets, flan gaskets, interior switches, halt, and safety
codes, rules and rectairements,
match those shown on Site Plan A -I, 2. Provide and Install pressure treated 2x6 plate on to top of fomdaten, accessories, „
a ch plate with embedded anchor bolts, tightening PT plate with nut over 2, sliding Barn Door. Sized as shown on the drawings, aid az provided by `� Dona Well, Provide and Install new dry well 12 diameter concrete pipe,
2, Prattle erosion control plan using Straw bales, cedar bundles, etc, to Att i tihten 56" deep, filled with I" round river rock. Connect ram dram system into the
control all nn off as required by Clean Water Services, Fdlow all washer, Attach true and level aid in line with the atside face of the the Owner, including slicing hardware, lock, jamb and head gaskets as new Dry Well, Locate as shown on the drawings,
emmonmentarl cones ad laws, fandation wall, realaked
' 3. AI wall framing to be 2xb DF/ L at 16" 0,C, All Ne to be 3, Metal Doors; 5ed as charm cn the drawings, prime painted 1 " 5, Wad Neater, Provide and Install " nenzcne "Solution 1.6" Wool Heater
5, Paagh grade new drveway and building pad, Install 6 perforated dram with 50 CFM fan, thermodisc and fresh* supply adapter, Correct wood
Ime in 2" washed rock for site drainage, wad off all excess material, DF/ L 4 1 m the sizes shown anti? drawings, insulated metal der pre -hag on wood door frame with stock hinges, and new metal Chmney assemble Comply with all City of Tigard codes,
heater to Provide all retrained traffic contrd, Keep Streets clean of all mud, dirt or 4, Provide and install pre - engineered manufactured wood trusses, engineered prepped for lock -set door hardware and dead bait hardware, Weather seal, nleS and rec}l at ors, and all EpA requirements for wood stove assemblies,
debris, and produced per local building codes for all appllcle loads and caiditlans, 6, Clean up and remove from site all debris associated with this work,
4, At new gravel driveway and apron to new Garage -Shop, provide and install submit engmeerng data for budding official review and approval, along with Leave 51te brain clean, 6, Cleanup and remove from site all debris associated with this wok. N
geotech fabric on graded and canpaeted be data regarding layaat, fastening, substrate rer,oremernts and any other Leave s it e brown dean,
. provide and place 5" of 1 "C -] uxnpaoted gravel base over the gate appropriate information required for a amplete mstallatic n, Include all
d to connect the tnazse5 t the strucbre, wiclud nivi5lon 9, r 11115165
fabric, Grade smooth and role surface tight, 51ope to drain, Smooth and fastenings required I, G [3oard; In location shorn new wood he ater, wide and 11154 nivision 16; electrical
feather all edges and connections to existing asphalt driveway and new tie -downs, c}aszets, outrw}gers, and other necessary asserrd�lies required by air tx
Garage -shop slab,
the truss manufactures engineering requirements. Coordinate with Pgypsum wall board, Tape and finish with medium oravye peal finish, n/
6, i xcavate footing areas to undisturbed earth and verify depth to below owner- budder for delivena and installation of the trusses. Include gable -ends, 2, Interior Paint: Pant finished gypsum board with I prime coat and 2 finish 1. Flectrical Contractor shall de5igyfn, size, supply and install all electrical work
frost -line m final confiopratia, 13ackfill and compact fandatbrns and slabs as ncludng T -111 siding and Tyvek moisture barrier, coats of semigloss Interior Latex Snamel paint, manufacturer and color as shown on the drawings per all applicable building and specialty codes in this - Q
5. Provide and install all neceS frame shown an the drawings. Include selected by Owner, jtrrisdictton, Cardinale with work of other Specification Sections,
detailed, using 6" of i' minas crushed rock under slabs on grade, `C5
7, Clem and Sweep arc{ spillage, tailings, or overages, thing, framing, door bucks and headers, caps, plates, braces as necessary 5, Exterro ay an
r Pant, Spray roll I prime coat and 2 finish coats of Fxterior 2. Clean up and remove from site all debris associated with this work,
for a complete frame 5tnucture, Latex nannel Pant, manufacturer aid color as selected by Owner, Leave site broom dean. c-
6, At exterior, provide and install g' x4x8 Texture 1-1 11 siding / zheatirq, 4 before painting, confirm that all Sur faces are complete and caulked,
2IVISlon 3: Concrete Include sheet metal Z-fla5hing at all horizontal joints, Clean all zurfaces before panting, Protect surrounding surfaces from over C
I. Verify all site dimensions, subgrade, set backs, frost line and suranding 1, Provide and install Ix6 cedar trim as shown on the drawings at all door spray, spills and drips, �..-
wo in order to confirm compliance to all codes for installation of all concrete openings, doer faces, and siding joints, 5, Leave I gallon of each cola of pant used on the project with the Owner. O
wok, 6, Clean up and remove from site all debris associated with this work, 6, Clean up aid remove from site all debris associated with this worlk. = O
2. Form footings and wall as detailed, 13lockat walls for rough door Leave site broom clean, Leave site broom clean, f ?�
openings, Provide and install all embedded anchor bolts, Ar3P embedded
hardware, ratan, WWM, and any other Imbedded wait shown on the drawings IVI51on 7, Thermal & Moisture Frotectlon \ \ \ -75
Cardmate with plumbers and electricians for thew prior work to be installed n iV1510n i specialties
I. Provide and install Tyvek moisture barrier at exterior walls that receive I. Metal Chimney Assembly, Provide and install a metal chimney assemble
to paring concrete work. Align all wall forma to a tolerance of k m 10'; Texture T -III 51dmq, that is coordinated with the wood heater provided in DMslorn 15 Mechanical,
strip forms from cured concrete, removing all fins and filling all pockets 2, Caulk with a paintable, all weather calk, all joints between the Ixb cede- Assure that all dimensions, rough in, bracing and flashing Is coordinated for
Leave surface Ina square and clean condition. Pepam any spoiling, chips or trim aid the T -III siding, assuring that the T-111 grooves are completely closed
this project aid meets or exceeds all fire co an SPA rules and
cracks resulting fran form removal. and that the finished caulk surface adequately drafts moisture away from the regalatians,
3. Use 5000 concrete, with necessary admixtures to prevent failures joint,
2, Clean up and remove from site all debris associated with this wok,
from freezing weather, 3, Provide and Install architectural-style composition shine roofing over Leave site brown clean,
• 4. Finish concrete slabs on grade to within il" in 10' , Apply cure-seal after budding per per maufactures specifications, Style as selected by Owner, ^
finis* with a steel trowel to a smooth finish, 51ope as shown in the 4, Provide and install pref nished alumoum gutters aid downspouts in ,1
drawings, locations shorn on the drawings, Install per maufacturers' specifications,
h. Provide and install min, 40 ks1 rebar in the footings and walls, and install
slab reinforcement as detailed on the drawings,
1, Leave site clean of all form materials, rebar, concrete spillage, and debris }� O f 01
resulting from this work, Protect all mwrandrg property from damage Pate: e: 0 l - 2I -09
(..\\
02/02/2010 12:20 FAX 5036382503 5036382503 Z001/001
BeemCltek SE v2005 licensed to: Pacific Lumber & Truss Rep if SE -f34
Larson Garage
Garage Hdr Date: 2/01/10
Selection 15.118x 13-1/2 3LB 24F -V4 DF /DF Lu a 0.0 Ft ...-1
Conditions
Min Bearing Area R1= 7.6 in R2= 7.6 in DL Defl 0.21 in Suggested Camber 0.32 in
plefl Beam Span 16.25 ft Reaction 1 LL 2844 # Reaction 2 LL 2844 #
Beam Wt per ft 16.81 # Reaction 1 TL 4914 # Reaction 2 TL 4914 Of
Bm Wt Included 273 # Maximum V 4914 #
Max Moment 19984 '# Max V (Reduced) 4234 #
TL Max Defl L 1240 TL Actual Defl L 1 389
LL Meer Defl L / 360 LL Actual Defl L 1 673
Attributes Section (ink Sheer (irrx) TL Defl n) LL Defl
Actual 155.67 69.19 0.50 0.29
Critical 99082 26.48 0.81 0.54
Status OK OK OK OK
Ratio 84% 38% 62% 54%
Fb (psi) Fv (psi) E (psi x mil) Fc l (psi)
,Values, Base Values 2400 240 1.8 650
Baas Adlusted 2400 240 1.8 650
. Adjustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
£y/et Use 1.00 1.00 1.00 1.00
' CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe a 0 0
°ads Uniform IL: 350 Uniform TL: 588 = A
Uniform Load A
L
R1 =4914 R2 =4914
SPAN = 16.25 FT
Uniform and partial uniform loads are lbs per lineal ft.
02/04/2010 16:26 FAX 5036362503 5036362503 Z001/001
BeamChek SE v2005 licensed to: Pacific' Lumber & Truss Reg # SE -134
Paul Larson
Garage Door Header Date: 2/04/10
Selection 5 -1/8x 9 GLB 24F -V4 CIF/OF Lu = 0.0 Ft
Conditions,
Min Bearing Area R1= 4.7 in R2= 41 ins DL Defl 0.11 in Suggested Camber 0.17 in
Data Beam Span 10.25 ft Reaction 1 LL 1794 # Reaction 2 LL 1794 #
Beam Wt per ft 11.21 # Reaction 1 TL 3071 # Reaction 2 TL 3071 #
Bm WI Included 115 # Maximum V 3071 #
Max Moment 7869'# Max V (Reduced) 2622 #
TL Max Defl L / 240 TL Actual Defl L / 464
LL Max Defl L / 360 LL Actual Deft L / 794
Attributes Section (ins) Shear (ins) TL Defl (in) LL Defl
Actual 69.19 48.13 0.27 0.15
Critical 39.35 16.38 0.51 0.34
Status OK OK OK OK
Ratio 57% 36% 52% 45%
Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) _
Values Base Values 2400 240 1.8 650
Base Adjusted 2400 240 1.8 650
Ad /ustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress WA
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0
Loads Uniform LL: 350 Uniform TL: 588 = A
Uniform Load A 1
L
L. _
Q
R1 =3071 R2 =3071
SPAN = 10.25 FT
Uniform and partial uniform loads are lbs per lineal ft.