Plans (3) ill Sr2°Z.P_cC24
(9 70 1 f94 /L
f
A-
EXi �%,'l 27/4 ` I i i'a:-r,s`//:,-" UcCl:7r/; '� f i ij �J AUG 1 1 2020
600 1 -' 17 UJ )Z I.
d `
L� a 9. R' �r :fit_ i lc�t . Zr BUILDING ` rON`'
-... ... .. /4 `" _ �iVIv1 v1V
y- der ,t = 2/^o,.'5 y��a f-7% cli ..
Los 2 AZ �,)L' 4,L.;;ns /! ' 1 �.� ► ; \
_
iXI ` ` ,''. d
, 2 t Ni/i r'2. h+rY
i u
I JA.'
.----.7 V i , )
- ,---+i
FT QUc,� �411t rt, -
a rta. 1._ \ a
-- ' \ ; f ��
L •--i_
4v/2 pr 3� ,t -
I
Ol %
f- a bf'' Ft^, �
1
r
/ , i_ -- r/2 el of;fir-'. ,S,Tth vir- A}'-
reoNl v..FIA) ,'
6105,C/2 P2 tire i',PP' n; , t f' {
36'i1l16N l3tRCJZ � r +�. / �I�QUj L�%fl + .
f1L MI
I36,
36 �;� I , �.:1 � .\
/ fL...T t
1 i rI 4
hYL r? AM
Colic'RE.iF.
x&f i r.o {+'L6H \ i I
/ A0
l.n �_ P iAI/cMG upAz
x 6 P7 f9--i
/
8c,#6,2.
I 1
24•
70" Squ Al f .
Q RAILING STSItM //�'—^ THESE DRAWINGS ARE ONLY
W/ POST 42' MIN HEIGHT Y REVIEWED AND STAMPED FOR
AND 5'-0' MAX C/L SPACING. R POST CONFORMITY TO STRUCTURAL
��; ,�_ - EXPOSURE B. 80 MPH MAX WIND. REQUIREMENTS.
i'`-. reg.] MAX 35' BLDG HEIGHT.
5X5 XT'
BASE PLATE
(4X) 5" LEDGERLOK
FASTENER
\ . ....
I 11 r. I
DECKING - I I
I
.03 o I o
• . DOUG FIR 2X FRAMING ► o o r
il e .
(4X) SIMPSON A35 r a, e
th
' R 6X6 BLOCKINGo 0
Mr ' , •UWITH(4) 16d EA END 00 0
/(
P1 PLAN VIEW — TV DECK FRAMING FLAILING s,SIrM ____,/L_
1"=1'-0' W/POST 42' MIN HEIGHT Y
RAILING STJIrM AND -0' MAX C/L SPACING. R POST
EXPOSURE B. 80 MPH MAX WIND.W/ POST 42" MIN HEIGHT
AND 5'-0' MAX C/L SPACING. R POST MAX 35' BLDG HEIGHT,
EXPOSURE B. 80 MPH MAX WIND. 5X5 X 3 _ SECTION AT FRAMING MAX 35' BLDG HEIGHT. BASE PLATE (4X) 5/16'0 X 2' 03":1'-0'
5X5 X 3/8' GRADE 5 CADMIUM
BASE PLATE (4X) 5/16'0 X 2' / PLATED STEEL SCREWS
GRADE 5 CADMIUM (4X) 5' LFASTENEREDGERLOK A ^f
PLATED STEEL SCREWS FASTENER
Str Strong-Bolt
olt 2,6 edge
' '�
6trong-Bo!t 2.6 edge I �.
Stance min 5`min. slab I I
thickness ,. ..
�;lil_i�i� m DECKING
DECKING
0
UG FlR PERIMETER JOIST 0
�DDUG FlR 6X6 BLOCKING Lill o 5Addir a .. p V P%
\\\\WTTH (4) i6d EA END ,,' F.� R0
o ��`,��G 1 N t,,Q Oy
(2X) SIMPSON A35 r
, 9
•
o
Recommended Anchor ,� �34
Anchor Name:Strong-Bolts 2-3/8"0 CS Strong-Bolt 2. hnom:2.875"(73mm)
Code Report ICC-ES ESR-3037
,0 . , OREGON C�
R. G
ON-
0SECTION AT PERIMETER
3'-1'-0°
S2 SECTION
3"—V-0"
Thera drawings are the property of Precision Ran of Oregon and are not to W rprodupd H any manna. swept *Rh 1M pamfeNan of PreaWon Rag of Oregon.
PR PROJECT DATE SCALE, AS NOTED ALUMARAIL RAILING SYSTEM
BASE PLATE MOUNT
PRECISION RAIL OF OREGON Nl
Q cagAc
10735 SE FOSTER GRESHAM, OR 97266 1 roR
W.O. NO.
(3o)
PHONE
5 2E33SS REV./ ACTION BY/ DATE DRAWN et SHEET NO. of
Page 21 of 49
1
t
�#8 x .75 SS FH SMS
Ai
ENO CAP (5052 ALUM)
1
i TOP RAIL (5005-T5 ALUM)
2015 IRC Lateral Load it 46 ► TOP RAIL IN FILL
Flt1 (8005-r5 NUM)
i
SPACERTOP RN L 1+o x .7s(8005-T5 PICKET
ss PN sMs
)ALUM
•
Siding •
. ` PoSr mos-75 ALum)
I r •
�v • PICKET (6005-T5 ALUM)
• 11111
Decking �, #10 N .75 95 PH SMS
�. � •'#�7 , RNL CONNECTING
1_1- J" / " k is ..,\\, I�•l BLOCK (6005-TS ALUM)
° T I 11 5x5%I/4` 0 38' RNL
44
I ,: .. 1� I;.�I�i� 5%5N3/8' O 42" PAL Approved joist hangers 1 11 BASE PLATE (8005-T5 ALUM)
1 I F' hangers „ I
11/01 x 2�SAE OR.S FH SD TORN
RAUNO
2" min. filifilligi Pressure treated 2x ledger %//' _ / (6x) O 42' RAkMO
liii�► 11
with fasteners per IRC Tabu R507.2 i/
O7'l�1 a MAX
�
f 1 � oist�' M r 11 Hold-down device min !50# capacity oi,�,-./,j }mom RAIL PICKET
� SPACER (5005-T5 ALUM)
at 4 locations, evenly distributed
alongdeck & t I / BOTTOM RAIL (6005-r5 ALUM)
end of the ledger. Hold-down devices <C> #10 x 1.5 5S PH SMS
shall fully engage deck joist per j t 1 !
hold-down manufacturer.
Note. This detail is applicable SERIES 200 PICKET RA I L I N C
whore floor joists are parallelA fully threaded 3!8" diameterkig
to thickscrew predated win* 3" penetration
joists.
_____ to r.Rntar rwf trr rtiate. afisrle ,tin he.neidi.
APPLICANT: BEN LOGOS
(971) 404-7609
k j
RECEIVED
AUG 11 2020
CIT1' (,r ' GARD
BUILDNO blVISION
6.6) Approved b P anning
Date: -
,
50
.\,\NNN NNNNN NN
NNNN\NN
NA N N,
,.. „
NN -____
.
N
\ beiVtgivy
i
N N N --
/6 \
ai ---
N X
_ 1
...,.... I
. ....
A
4
26'
4/
646'
r
-.1
c.
I
? 0
Mir p)
—,-/,
it 6
-----______
(V --------- --
._______________________.