Plans (13) Lt 410 (SW Wf kfrkPr Oz M sT2o2 i -002 gc
RECEIVED
GENERAL NOTES FOUNDATION NOTES FRAMING NOTES JUL 0
1) All wank is to comply with the latest adopted 1) Footings are to bear on unestrubed level soil 1) All exterior wall openings and bearing wall openings to have N JUL 2 2021
version of the 101FDC code or O4SC code and devoid of any organic material and stepped as 4x12 headers unless otherwise indicated
any applicable state,county or local regulations required to maintain the required depth below
CITY OF TIGARD
All Methods and Materials of Construction Must the final grade 2)Joist that are attached to flush beams ore to be hung with
sim on'LU r or equivalent y�r E _ _ _ _ _ 96.46 BUILDING DIVISION
Comply with Latest U.B.C., Oregon and Local Regulations Ps type
2)Soil bearing pressure assumed to be 1500 PSF
2)The contractor is responsible to check the plans 3)Provide double joists under oil parallel partitions over. — — — -- —-- — — — — — -----------
and is to notify the designer of any errors or 3)Any fall under grade supported slabs to be o
omissions proi to the start of construction. minimum of 4'granule.material compacted to 95X 4)Provide freblocking draftstops and firestops as per the CABO Sec. 6027. l
3)Witten dimensions hove precedence over scaled 4)Concrete to develop a min. of 3000 P9 at 28 days 5)Lumber Species: S l
dimensions. with a min. fo 6 socks of cement per lord and A Posts Beans,Headers Na 2 DE Joists and Rafters. I
a maxinum slump of 4"
4)Design Loads. Roof 25 PSF(live load) 8 Sells Plates Blocking Na 3 OE
Floor 40 PSF(live load) 5)Concrete slabs to have control pints at 25'(max) Bridging,Eta l
Stairs 107 PSF intervals each way. C Studs Stud Orode DF
Garage Floor 125 PSF(2000/PT) D. Posts and Bean Decking Utility Bade OF lI 8100
Decks 75 PSF 6)Concrete sidewalks to have 3/4'tooled joints E. Plywood Sheathing 1/2"CDX Ply 32/16 1�
at 5'on curter(uric.) F. Glu-Lan Beams Po-240a Dry ADH l 13
5)In the event of conflict between pertinent codes
and regulations and referenced standards of 7)Rein/arctg steel to be A-615 grade 40. Melded 6)Nailing Schedule Per U.B.C. Table 25-Q.. Mere Fabricated l i
these specifications the more stringent provisions wire mesh to be A-185 Metal Connectors(/e Joist Hangers,Post Caps Etc)are lndcated
shall govern. On Plans,Use Strong-Tie'Connectors as Mfgr'd by Simpson I
8)All wood in contact with concrete to be pressure Strong lie Co.,Inc-or connectors with Equal Load Vogues6)Structural specifications and drawings indicated finished treated or protected with 30/roll roofing Resistant Screen with I/4'Openings
structure. Budder shall be responsible for construction /
methods procedures and conditions Joist to sill or girder 3-8d toe nail I�e 188
Bridging to joists 2-8d toe nail
7)Construction loads shall not overload structure nor 2'sub floor to girder 2-16d blind&face S/ 1 �IC�' • r i
shall theybe in excess of loadings indicated Soleplated to t 16d 0 16' face nail o 2 J v�1 %����- N45 24 r�4,48
design g 6 .s:. `J:♦k��
T plated to studs 2-16d end nail J�B� 2 •♦6 4 \b
8)Builder shall verily all materials, dimensions and conditions Stud to sale plate 4 8d toe nail or ti . ♦ ip�.♦- • a,,3 tra4
shown on structure drawings or noted in specifications. FlFC1RlCA/ REOUIREMENTS 2-16d end nod fQ ,j��.`i:i:-.S4�'_ ,�,•;
My vormces within structural drawings and specifications Double studs 16d 0 16' face nod l �0 •�:♦♦,.".#,0C 40♦',*♦\„ u \
or within conditions encountered of job site, shall be 1 Wet or DampLocations Double top plate 16d 0 16" face nail ♦j'- '4.****
>�j*i j! �♦�,♦V�,�!•• ✓S
.�% •♦ /i♦•♦ ♦♦ ♦ ♦%.
reported to owner. Fixtures installed in wet or damp locations shall be d t ouss h Jst to plate 3-8d
(2 piece) 3-8d 16d 0 16• toe no edge nail l 'r4il -S\ .I. ♦���� 1j���������M♦�♦`��♦\ �� ✓.
9)Builder shall rigidly adhere to adI laws codes and a,w l�so that water meats cannot enter or riders or other accumulate pg �f lap over plate 3-16d face mad / '� ��i jO� j��j!��n��,������♦,��♦���♦!•• Ch.
ordenances which apply to this work he shall notify and electrical p Al fixtures nstaled in wet locations Clk Jot to rafter 3-16d face nail Viy`•!,.�♦�!� �.\\!♦,�V,♦��,♦��J\w♦),
recieve clarification from owner. Rafter toplate 3-8d toe nail / •�r�r♦pj�•ii \�!�As..��♦�•♦�oC�0��s, y
shill be marked suitable for wet locations All fixturestop .♦i♦• ♦ % , ♦..♦0♦ ♦�! ♦1. O e
instated in damp locations shall be marked suitable for Budd up corner studs 16d 0 24' face nail / •���y� /=' J,�.♦,i��fle�,♦���,�;� G�
10)All manufactured materials,components, fateners, wet locations or suitable for damp locations Plywood subfloor 8d 0 6' edge mad l jv ♦i.;•.• •,//,' V.40)♦ ♦�.•♦i�� ♦i <o IA I•/
assemblies,etc, shall be bonded and installed in A receptacle installed in o wet location shall be in a 8d 0 10' interior =/ ♦'vw ='\ `�•�.\♦.( ♦�" ka /
accordance with manufacturer's instructions and provisions weather proof enclosure the integrity of which is not Plywdl/Roof sheathing 8d 0 6' edge nail ,/,-.. ,-7 V \I0 •\♦♦•• /
• ,
of applicable lL80 research recanmendations Where affected when the attachment plug cap in inserted. 8d 0 12' interior ,�1�� \V, ♦%b, /
specific manufacfared products are called for generic Top plate at intersections 2-16d face nail l �[�// EX/St House ���,�i��,���,♦��♦<��� '
equals which meet applicable standards and specifications Additional information can be found in the international
alph joists(up to 3) 16d 0 15' stagger nail I /„7 v /`. •••its,•��,����v ,,V
may be used one and two family deeding code book in sections ,-- ♦ ♦r♦♦ ♦�♦
4401&4502 Receptacle outlets Multple joists(over 3) 1/2'der bolts with j _- / \♦,A�„•K♦�,r•
11)No variance by a budding official shall be binding of 4403&4503 fainting outlets 4501 switches washers each side 0 24"C/C /' % j• / \,,J,�„♦�♦• �♦
1 x 6 spaced sheathing 2-8d face nail C (t\. /, ,L- _ ��♦ ,rye
designers. 7) Notches in solid lumber joists rafters, and beams shall not exceed / \ `\•, / // `\ �,'♦ vr1 �?'/''
one-sixth of the depth of the member,shall not be longer than l •
\\\;/' /' % /%%' 1� /,'
1NSUL4PUN AND MISCELLANEOUS one-third of the depth of the member and shall not be located vv j
/' / ‘,/
in the middle one-third of the span. Notches at the ends of the / ,\
member shall not exceed one-fourth the depth of the member the tension \\ / I /�/ ,/
I)Except Where Noted on Plans,Provide a Minimum Insulation oF. J\ / % /jj
"Exterior Walls R-21 side of memebers 4'or greater in nominal thickness shall not be notched 1, 188 �•Flat Ceiin R-38 except at ends of the member. The diameter of holes bored or cut into•Vaulted Ceilngs R-30 members shall not exceed one-third the depth of the member holes shall not l \•fl Ova Unheated Areas R-25 be closer than 2'to the top or bottom of the member or to any other hole / \� j/ / 11, :7..7V
'9ab on OTode(Perameter) R-15 to 24 tram Ext Wall located in the memeber whre the manber s also natal eel the hate shill not be l `�2)A6 Exposed insular m to hove o Wane Spread Rotting o/Less than 75 and o Smoe Density loser than 2'to the notch. / �`.\ • •
of Less Than 45a /'
3)All Exhaust Fans to Vent to Outside Via Metal Ducts Bath Fans To be Rated at 90 CFM / A / i
8)Studs in on exterior wall orfood-bearing partitions shall be permitted to if /' ✓j/% j
4)Provide 1/2'Moisture Resistant Gyp Board Around Tub and Shower Enclosures with o Hord be cut or notched to a depth not exceedng 25X of its width.Studs in ,� .: / j'
Moisture Resistant Surface Up 72' non-loading bearing partitions shall be permitted to be notched to a depth /
ExistingDriveway
5)All Windows to be Double Glazed(U-40 Men)Bedrooms to have at Least Ore Window with not to exceed 40X fo a single stud width. Studies shall be permitted to / y
Min Opening of 57 sq ft (with Min Width of 20"and Mn Height of 24) Fnished Sall be bored or eked,provided that the di meter of the resulting hole is no / /�
Maximum 44'Above noon greater than 40X of the stud width, the edge of the stud and the hole is ./ /
6)Provide Combustion Ai Vents to Al Freplaces and or Mood-Stoves Within24"of Unit. not located in the same section as a cut or notch. 185 %' /' Plot Plan
7)Provide Attic Ventilation to Tote 1/300 of Attic Area with Half of Vents at Eaves and / /
Half at Upper Third of Attic. 9)Install all horizontal members with crown up , 2591\' /= ..,/
,,/ Scale: 1/16
8)All 57yfites to be Thermal-Break Design with Tempered over Laminated pass(Migord or e I W OF TIGARD
Equal) 10)All members in bearing shall be occuroteey cut and aligned so that full � '�,< /'
9)Provide Smoke Detectors Where Shown on Plans and Connect to House Electrical System. bearing is provided without use of shims. Bearing posts hall hove •
Interconnect for Simultaneous Operation full blocking or support under. �h \„--/ -/" Approv d by Planning
11)All joists shall hove minmum of 2'bearing at supports Lapping joists shall 'SV 84TH PLACE Date' 1 13 1 2,D—`_1`
hove 6'center over interior supports.
nitialS: Al-
12) Ledgers and stud wall foundation sill plates shall be bolted to concrete anchor
bolts of size and minimum spacing as shown on drawings. At least two bolts
shall be provided for each piece with one bolt within 12'of each end.
Residence DONOT SCALE THIS DRAVING
13)All plywood wall sheathing shall be applied as follows center vertical pints over SCALE
studs and center horizontal pint over 2'blocking plate nail top panels to double 15634 SW 84th Place, Tigard OR 97224 1/16'=1'-0'
top plate. And nail bottom of panels to anchored sal plate Apply Gypsum board �q `,r�j r 1 ‘[(� DRAWN MIT
so that end joints of odpcent course Do not occur of the same stud S�"1 V`d(/��n J�'J•' v 1•� ' Deck Cover (Plot Plan LLL 02 July 21
14)Plwood Roof Sheathing to be 1/2'C-D with Ext. rue, Group 1 I.D. 32/16.Loy Face Q CROCKED•
,,..Aovo
Grain Perpendicular to Supports. Twice Plywoodwood Nailing-6d O.0 Edges and 12'O.C. Q Lot ID 2S112CC08100, R2005957 I D"Av3""'OER DCV
Field (Unless Otherwise Noted) ire REV REVISION w DST. Longues Estates Lot 13 Deck Cover-1 I 0
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