20190061 20160319074336The Metal Mill
146 r nen ltd ('bCWix. WA 96532
i 360 s-26,2-90$+0
Dale_
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Phonic 40'3 —rw
kwfing Addrms
Iobrlte Addreye-
county
Auildiagsize 06 a
Roof Pitch
Roof Pitch
Uprn Sys - -
Rsnimated
Wind IMd SIR)- fLzad `
Uhw Rvuf -SidesTri,
In.SUIUed v"Pm R4rrirr in Rout_ Ye; No
Inxs;atOd Vagof Bautau iu Walls- Ycs Ivo
Man Doom j
Windows
Ove Davis umlaw Ycn <�lo�' LZO PIP
Ovetead Doors kmd acd Yos 1Yfi -
Slidiag Doors_
Sliding Door$ _-
Fave Lights Poly Carp FIaerglas T, - `- -
Gim Rc&ar C-amrn=al WindOvOtang
— -
WU-
V&c
r44�r of bva]dut�t Pricc per Square foot - -- -
e ed Doors
Eng Fee
Shipping-
TotalLI
Tax _ --
Kat Total
1,5z w it . 3 rt
SIX GENERAL N0115
AND DETAIL I ON SW
FOR NAILING
2XC &LOOKING DEllkM
NOYES IDR NAILING
�— ,-0.
29 GAGE
METAL
5HCATHING
SEE 91,0
x
4
P
ccli
F.T 2XG 3PLA5H
WITH (3) 1 Gd
2X M2 ■ 24" ac
OPTIONCOMMERCIAL
SEE 210"
2XC DF#2 A 24P O.0
9R DUAIL 2 ON 90D
POR ADD. III.
ROOF
SEE 9010
TKLISSW VALILIED SEE
ROOF PLMI
:r GX HF 021'=
9EE FOUNDATION
PMN (902) FOR 50
f
2
�g G AUI�J�it MATERIAL
� 1
I TYPICAL FRAME SECTIO 50ff WAIL
N,T.S
BUILDING CODES DIVISION READY BUMD PLAN #201"1 BUILDING cone: s
PRE�qC�E POST FRAM BUILDING
1535 HIDG WATIM s'1REBMW 24`-0" 1136 -ft 14W
SAL MOR"M
P.OJOX 1449& WIND: 95 MPH 8RP08URE B" 0590: 2010
TM (50) 378-4133 FAX: (303) 375-= snow: 30 PSF
�9
F2
'
14'-0" MAX.
�ITYFICAL BUILDING SECTION
��5O4
I BUILDING CODES DIVISION READY WELD PLAN #2014-01 1 s�
lM 1a)GEWA98R 8MUWNW PUS�TiVE POST FRAW HUHMM
WILDING CODCe
�ORVM 24'.6.30&-a'x 14'� S 0 4
F.o.BDR 1470 WIND: 95 MPH EXPOSURE "B"
'Ltd,: (S03) 378.4133 FAX (S03) 378-2= SNOW: 30 PSF 058C:2010
1 �1
r
, •
'F ■
14'-0" MAX.
�ITYFICAL BUILDING SECTION
��5O4
I BUILDING CODES DIVISION READY WELD PLAN #2014-01 1 s�
lM 1a)GEWA98R 8MUWNW PUS�TiVE POST FRAW HUHMM
WILDING CODCe
�ORVM 24'.6.30&-a'x 14'� S 0 4
F.o.BDR 1470 WIND: 95 MPH EXPOSURE "B"
'Ltd,: (S03) 378.4133 FAX (S03) 378-2= SNOW: 30 PSF 058C:2010
01 Cd NAIL',
(8)1Cod NAILS
16d
(3)1 Gd NAILS
2 X BLOCKING AT EACtf-
SIDE Of THE POST
WITM (8)1 Gd Nall
AND (2) 314 DIA. BUT
WMI WASHERS AT EACH SIDE
TRU55 TO P05T CONNECTION DETAIL
�507)
xe IP"7 IM
ADD. INroftm7lON
ON THC OUPVVGIIU
f
4
•ti�rihh
ABLE END WALL TRU55 NNS IO
n7
2XGGW
WITH SIMP90N
M1HANGER To OUTPJGGet
�Af
i
-2X6 DI• N2 PA50A
W/(2) I Gd ® EACH END
IN OUTRIGGERS
OVE(iIiANG (OFT10NAL)
2x8 DPM2 OUTRIGGER
EXTEND To The SECOND RAPIER
CLOSEST TO TMC WALL
FM 2r -(r MAX OvaewwG
2 X BLOCKING BErWMN
GIM ITTTIGHT.
BLOCKING TO MATCH
POST SUE
Wrm (8) I6d NAILS
BLOCK BETWIMN
GIRTSi
MINIMUM TWO BAYS
GIRT
13UM DING CODES DIVISION READY BUELD PLAN #2014-01
PI48SCRUTWE POI, ELUE BtH O N4 OUIIDING 0006
1535 EMMA= S REBMW 204" XM-D*x 14'-W
P.03M 4M WIIVD: 93 blPH TitB "B" 055C: 2010 S07
,8.: (503) "64133 FAX (503) M= snow: 30 PSF
3IMP5ON H 1 OR 2XG
BLOCKING NAILED
TO TOP CHORD WI(3) I Od
NAIL RAFTER TO BLOCKJNG Wl(3) I Od
ATTACH TOP
CHORD TO
WITH (5)1 Gd
ATTACH BOTTOM
WLM ¢] I Cd
ATrM M JACK
TIMW*M
INVERTED MANGER
PROVIDE 2X BLOCKING
BETNIECN TOP CHORD5
2A JACK W.4a
WIM 2X4.Sn ONGBACK
ATTACHED TO 2XC
i WTM 1 Cd O I r O.c
29 GAGE (� I cd NAILS
METAL
BATHING
a
a HN2 POST 5151! 502 roR 512E
;•7
2X DFi2 0 24.O.0
N j 5Q 28108 MCLlGAL
i
X M2
mqm
Q 11908
4" CONCRETE 5LA5
A5 F=IRED
R/WULAK MAIMIA .
N,T,S
BUILDING CODES DIVISION READY BUILD PLAN #201401
1531 CATER SMEETNW PPESCRE?rM POST F� BUIl DING
SALmmoll m 24-0Xie-ft 14-0'
P.GJ=1,410 WIND: 95 WH EXPOSURE *W
T61: (3Q3)37"133 FAX (103) 378-2122 SNOW: 30 PSF
e wlw cone
s��
S O 6
055C: 2010
IO" RAffmSEC sm
Wrr" 5OWFSON KAMM
Tyr.
oyvmKq4 (omXxq)
21Ig OM 0UT1lWM
WGMISZIlrD TKU55t5 MW 70 IM SECOND KAM
SM IJ507 FOR NAILING
�lQMGGEgLAVER JLANG QUAIL
9
(4)204 MIN. 2- MOM
4 AT EAC" FACE (3FACM)
-d' "ar-DIMIM) GALVINOW
NAILS
swnoN
OACKFOL
gh
(2)20d MIN. 2- &AM
4 AT EACM FACE•n',
o 00 4
MCT-DIrMV GALVINOMID•
! 4
r:
NAILS''''
0 -
w.
IN IP
OACKFOL
gh
(2)20d MIN. 2- &AM
4 AT EACM FACE•n',
MCT-DIrMV GALVINOMID•
r:
NAILS''''
i o
w.
--"Fr 2" x 12' WITH
SEE S02-� (6)20dNAILS
Al &ACM FACE
MON 1: WTrM SLAB
G'CONCRM
�—SEE S02
OPTION 2: WITHOUT 5LAB
P.T a "19#2
�20QNQATIQN QUAIL
1-9149
WELDING CODES DIVISION' READY BUILD PLAN #201401 BUILDING COM
PRESCRIPTIVE POST FRAME BEM DM
1335900MAMMSTREBTNW 24'-0"1136-0*1 14W
SA0lt9=
PABOE,EMX 14#10 VIM: 95 hM EXPOSM W 055C. 2010 SO9
I TEU(503)37&4133 FAX -(50)378-2= SNOW- 30 PW
0 16d~
AT ZMH mu TllPK',AL.
'T:.
• • ■ Ir
TRUSS TOP
01ORD5
TRU55 BOTTOM
CHORDS
,TYPICAL PURUN TO TRU55 CONNECTION DETAIL
2XG GIRT
PRESSURE MAIED
FOST TICAL
(3) 1 Gd NAILS AT EACH
END OF GIRT TMCAL
OPTION WITH COMMERCIAL GIRT
NAIL GIRT) TO 2X BLOCKING
BLOCKING W! WITH (6) 1 Gd
(3) 1 Gd NAILS
FOST TYPICAL. 2X6 GIRT
nGIRT TO P05T CONNECTION DETAIL
50
WELDING CODES DIVISION READY BLUD PLAN #2014-01
RE� MST FRAME 8UMM BWLDING OODC
1535 EDGEWSALEMOIL97 06 INS1RI�W Wo M61 -ft I'M
Man WIIM.- 95 mm EXPosm "B" 0550 2010 S 0 8
TEL (50 379-4133 FAX (503) 378.2322 I SNOW- 30 PSF
SIMP90N H I OR 2XG
BLOCKING NAILED
TO TOPCHORD WI(3 1 Od
NAIL RAM M TO BLOCKING W/(3) I Od
BLOCKING
5EC 503 POI,
F 5Y!3TE%
BMrAMEN NRUO��i
ATTACH TOP
CHORD TO 1005T------�
WRH (5)1 Gd
C522 BENT NAiLW
TO BRACE W/0MM
AND TO TRU55 W[4
ACHO/DTO lu!
1To
WITH (3)1 /4' DIA X
3' SDS SCREW5
TO P05T5
29 GAGE
METAL
SHEATHING
SM 510
... al ....::...
ATTACh
BRACE TOCK
TRU55 WITH
INVOKIM MANGM
PROVIDE 2X BLOCKING
BC1WEEN TOP CHORDS
5lMP50N L50
EACH
y�l I p DE
2x6 JACK BRACE AT MIDDLE Of OPENING
WITH 2X4 5TRbNGCACK
ATTACHED TO 2XG
WITtI I Gd ® 12.O.0
:.'.%FPM BEYOUND SEE 502
GA5LE TRU55 OUT OF PLANE BRACING
BUILDING CODES DIVISION READY BUaD PLAN #241401 eUi1DING COM s
1535 iipG8WA78R SIRl18l P11P PBESCRRYM POST FRAM BUILDIKO
24W X36'0"k 14-0" WAORtM
PRAM 14447 WIND: 95 MPH EXPOSE)RE"W 0550. 2010 �sll
TEL (50) 37&4133 FAX (SM) 37MM SNOW: 30 PSF
NOTES
1. ALL ROOF AND SIDE. AND GABLE WALL METAL SHEATHING SMALL BE MINIMUM 29 GAGE WITH RIF FATTERN AT 9 -
INTERVALS FASTEN METAL SHEATHING TO EACH GIRT AND FURUN AS SHOWN B0.OW OR ACCORDING TO THE
MANUrACTURERE'5 Rro MMENDATION5, W19CHEVM 15 MORE RESTRICTIVE.
2. BLOCKING IS REQUIRED BCTWEEN GIRT5 AND FURUNGS IN ORDER TO COMLY WITH SCREW 5FACING AT CORNERS AND OrMINGS.
3. 5TICH SCRL'W5 MAYBE USED ON SEAM RIB IF DE51RED OR OTHERINW OMI ED BY DESIGN (5EE FLANS)- BUT NOT
NECE55ARY IF WALL AND ROOF PANEL LAF5 ARE FLACED IN 1111! DIRECTION OF FREVAIUNG WIND.
FREVAIUNG WIND 01?=ON w
119X 3/4- STITCH Sam 0 8" O.0
WHEN REQUIRED SEE NOTE ON ELEVATIONS
50M SEE TABLE FOR SIZE
APPLY IN THIS DIRECTION
#12X V
5CREW5
® B" O.0 (TYF.)
2X FRAMING CORNM
AND
OPENINGS,
ROOF INTERMEDIATE FURLINS
0 12 X I- ® 9. O.0
51DE WALLL INTERMEDIATE GIRT5
0 12 X V ® 9- O.0
GABLE WALLL INTERMEDIATE GIRTS
0 12 X I - ® 9.0-C
012)( 3/4- STITCH 5CREW5 ® 8" O.0
WHEN REQUIRED SEE NOR ON ELEVATIONS
SCREW SEE TABLE FOR 5lZ
012X I-
5CREW5
a & O.0 (T1'F.)
0.
6LOC CIA6 7
AT GMLE AND WALL
AND CFIINIHG5
SIDE WALL SAVE AND SPLASH BOARD
-I/2-
# 12X 11 -lir
GABL
GABL E WALL TRUSS TOP CHORD AND 5FLP5H BOARD
0 12X I - I lr
RIDGE
0 12X 1-1/2-
BUILDING CODES DIVISION READY BUILD PLAN #20I4-01 WILDING COo5
1535 3DCXWAT1q 8'IRWNW FRES rM POST FRAb 6 BUILDDO
SAIMWOILWM 2N -Q Mff-D x 14W
FOAM 11470 WIND: 95 BOH EXPOMW -B- 0550 zo, o S 10
78L (503) 3784133 FAX (503) 378-= SNOW: 30 PSF
14'-0" MAX.
PLAN NOTES:
s
14'-0" MAX.
1. MINIMUM 9'-01 5OUD WALL
2. (2) 1 d-0- WIDE OVeMEAD D00R5 CAN BE IN THE SAVE WALL
3. 5TITCH WALL PER 510 WHEN THE SOLID WALL 15 9'-0-
BUILDING CODES DIVISION READY BUILD PLAN #2014-01 MWING CODEC s
PRESCRWITVE POST FRA.ML? ZING S 13
1535HOOBWATHRS'1'RWNW y}'-0" 7£3fi' U'x 14'-0"
SAM OR 97306
P.020X 14470 WDO: 95 MPH MOORE S" II 0550: 2010
TM-. (503) 378.4133 PAX (503) 378-= SNOW: 30 PSF
OPENING WIDTH
24'-D"
GABLE ELEVATION
PLAN NOTES:
1. MAXIMUM OPENING WIDTH 15 12'-a
2. STITCH WALL PER 51 O MIEN OPENING 15 GREATER THAN OR EQUAL TO 12'-0'
OPENING WIDTH
24'-Q"
n GABLE ELEVATION
1pl1
BUILDING CODES DIVISION READY BUILD PIAN #201"1
1535 ODGBWATER STREffrNW PRESCRUnDM POST FRAME BUKDING BUILDING CODG
�oR Z-0 IM-0wx 14� S 12
PA.BOR 14470 WIND: 93 MPH HOSLIRSS" "
TEL (M) 3761133 PAR: (SW) 378 = SNOW: 30 PSF ��: 2010
GENERAL BUILDING DATA:
f►FEET
24LOR
—moms
LHIA1MR1dMITi
1�!d' 1
ROOP PRCM:
4
PIiAMC SPACING,
12'a
RAFTER SFACING:
2'-0'
GIRT SPACING:
2'-0'
DESIGN CRITERIA
"Do UNIT
80 MFM
WIND
D
SEISMIC ZONE
D
DEAD LOAD SPO
SOIL pcmm 1500 Pof
The GENERAL CONTRACTOR SMALL VCR" ALL DIMENSIONS AND SITE
CONDITIONS 5E7ORE STARTING WORK. THC OWNeRIOONTRACfOR
SMALL NOTIFYTHE BUILDING CODE DIVISION OF ANY DESCRITEISKM.
CWG15.OM1951ON5 OR SUB5TITUTION5 ARE NOT FEMTTTED WITHOUT
TME APPROVAL OF THE BUILDING DEPARTMENT HAVING A)RISDICTM.
4LL WORKMANSHIP SMALL CONFORM TO OREGON STRUCTURAL
3PECIALTY CODE.
'. STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON
UPLCIION . THE CONTRACTORIOWNER 15 RESPONSIBLE POR
'HODS AND/ SEQUENCES OF A55 MBUNG THE STRUCTURE. THE
flVACTOWOWNEK 19 RESPONSIBLE FOR THE STABILITY OF THE
UXTURE DURING THE CONSTRUCTION AND MOTTO COMPLETION
ALL WALLS. ROOF AND FLOOR DIAFMRAGM.5
DRILLED FOUNDATION
FOOTING SMALL DEAR ON NATIVE. INOWANIC. UNDISTURBED
AVE SOIL BELOW EXISTING GRADE. ALL STRUCTURAL FOOTINGS
LL Be OMDED MINIMUM 41-V BELOW FINI5HED GRADE UNLESS
W OTMEMMI5E ON PLANS. THERE SHALL BE 95% COMPACTION OF
BACKFILL FOR SLAB ON GRADE IN ACCORDANCE OF ASTM D 1557
AFIED PROCTORDENSITY.
SCK PILL IN The ANNULAR SPACE AROUND THE POSTS SMALL BE BY
JE OF THE FOLLOINING METHODS:
A. CONCRETE WITH THE ULTIMATE STRENGTH OF MIN. 20001`91.
B. CLEAN SAND: THE SAND SMALL BE COMPACTED BYTAMPING IN
LA1nNDTh,c I1WIONDCFTH
C. GRANULAR BACKRU.: THE GRANULAR BACKPILL SMALL BE W4 (-)
GRAVEL OR CRUSHED ROCK. BACKFILL SMALL Be COMFACII9 BY
TAMPING IN LAYERS NOT MORE THAN D' IN DEPTH.
D. NO SPECIAL INSPECTION FOR COMPACTION BY TAMPING
WOOD
STRUCTURAL LUMBER SMALL CONFORM TO WC3TCW SOFTWOOD
ASSOCIATION FOR GRADING.
440M SMALL OE 6 X 1`T MFN2 U.N.O
-POSTS SMALL Be PRESSURE TREATED TO 0.60 pof ReTeNTION CCA
ACCORDANCE WITH UBC STD 25-12 AND A.W.FA LF -44.
-POSTS SMALL Be CENTERED ON The FOOTING.
-GIR15 SMALL DE 2 X 6 DFV2 0 24" O.0 U.N.O
-RAFTM SMALL BE 2 X 6 DFF2 0 24' O.0 U.N.O
FASTENERS, ANChOK5 AND CONNECTORS
- BOLT'S SMALL BE 314 DIAMETER MACHINE BOLTS WITH WASHERS AND
NUTS AND SMALL CONFORM TO ASTM.
- WHERE BOLTS COME INTO CONTACT WIT" MtM% RI< TREATED WOOD
WHEN CMEMONITE 15 USED THEY SMALL BE GALVANIZED SIM
- NUT'S FOR DOLTS SMALL BE EITHER CROWN NU15 OR NYLON
LOCKNUTS AND SHALL BE TIGHTENED TO THE APPROPRIATE
MANUFACTIIRER"3 RtEcowivimDATIONS.
NAILS IN TREATED WOOD SMALL BE MO'T DIPPED GALVAN12W
GIRT TO POST (3) 1 Cd
RAFTER TO R=NG
BLOCKING TO TRUSS
(NAILS AT EACH SIDE U.N.0)
+h SPECIFIED EAVE HEIGHT IS MAXIMUM "EIGHT. PLANS AND
DETAILS ARE ADEQUATE POR HEIGHTS LESS THAN 14'-0'
* 111 SPECIFIED ROOF PITCH IS MAXIMUM. PAWS AND DETAILS
ARE ADEQUATE FOR ROOF F TCM LESS THAN 4 TO 12
# IM SPECIFIED FRAME SPACING 15 MAXIMUM. PLANS AND DEL
ARE ADEQUATE FOR SPACING LE55 THAN 12'-0'.
$[Tmmm CODES DIVISION READY Bumb PLAN #201401 BUILDING CODE: sheds
PRBSCetip'P1VL? POST FRAME BUIf.D G
1535 EXRWAIM STRWNW 24'-0" )O6'4) -x 1*0
SALEWORWM Sol
ROBOX 14{10 WIND: 95 MPH WWOSURB "B" 055C: 2010
TEL: (503) 379-4133 FAX (503) 378-2 $NOW: 30 PSF