HomeMy WebLinkAboutPermit D96-0059 - FRAIR RESIDENCE - GARAGE AND DECK.4-404ea
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D96-0059
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3EPARATE PERMIT
REQUIRED FOR:
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PALECTR!C,A1
0 PLUMBING
0 GAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
FILE COPY
t:is, Plan Chock
to and omissions and c
piano cic:o3 not authorize MO violation cf cny
aeopted code or ordeelliell Receipt of contractor's
copy cf approved plins 811611iuNdged.
Cy
Date
34/1/"4111- ) c(
Permit No. D4(0-0059
REVISIONS
NO CHANGES SHALL BE MADE TO
THE SCOPE OF WORK WITHOUT PRIOR
)011-(l APPROVAL OF TUKWILA BUILDING DIVISION.
NOTE: REVISIONS WILL RE r` - A rim SUBMITTAL
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-4 CITY OF TUOVILA
APPROVED
JAN 2 7 1997
AS Noi ED
BUILDING DIVISION
R E CF ETI VuEKDAI A
CITY O
OCT 2 9 1996
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D96-0059
CITY OF TUKWILA
APPROVED
JAN 2 7 1997
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AS ii ; i al
BUILDING DIVISION poi_.AP. ' Dec
ECEIVED
OF TUKWILA
OCT 29196
PERMIT CENTER
1
ENGINEERED TRUSSES 24" 0,C. W/ *15
FELT PAPER OVER COX PLYWb, CCX
EXPOSED AREAS - TYP
2 35 *.COM PO ROOF •
TYP TO 12 PITCH
BIROBLOCKING Via 3-2 1/2 HOLES
ERY OTHER TRUSS
C T. MIL GUTTERS
1 WEDGE IOU ROOFING —
2 BARGE BD —
0..41;k
.INSUL.
1/2" SHEETIV- K
DAL TOP PLAIT ( 2 X& )7 TYP - LAPPED AI CORNERS Sc..,,,1/2"
- 4 X 8 HDR - TAP
UNLESS SPECIFIED
TRIM
MIL HANG
VP4i5
I
44111.131,91611114111111r- 2)(4 wAt L IA)/ 411
OF 1-11
, „,_,, , ,.., IA ,,.,,...,
-1/2" SHEATHING G =4-.1)X t-1-4 v.m.1-, 01c. /2„ If- e•IN I-'
SIDING VARIES - TYP, OVER. 150- p,“1 - [30644)
PL-14
SIP)
' BIROBLOCK1
EVERY OTHE
-FLASHING
CANT
2 PLY BUILT UP
FASCIA
2X6
BARGE BD
TRIM
OCKING
MOPPED
P-1 6is OIL
3C7 L.
I1NG
14.141)--
2X ---
PERIM JOIST -
veNT- --
3/8" PLYWD
I X 2 TRI
MAX. 4'
BEAM SIZE VARIES.
DBL TOP PLATE
15°F ELT
PAPER
SIDING
SIDIN
SHEATH
5/4 X 4
1.4 yid ge?
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GABLE END
IVED
- OF TURWILA
•11-2.9 1996
1. Min. 5/8" type 'X' GWB required between garage and dwelling and wajls,'columtmns,•
ceilings & beams which support dwellings above garage. .
Min. 1 3/8" thick ,Self-closing solid core door required between garage &rid 44ellingt
2. Bathroom /utility room fails shall be capable of.,5 complete air changes per hrur' and-
shall be vented directly to the outside through smooth, rigid, non - absorbent, non-
conbustable ductwork. 'Flex ducting is not allowed.
3. Roof and footing drains shall be tightlined separately to approved discharge.
4 Smoke detectors• shall be interconnected to each other and audible in sleeping areas
and shall be'powered by the building wiring.
5
All nailing as per tables 25 -P, 25-Q.
6. All wood in contact with concrete or masonry sha4 be pressure treated • or have
natural resistance to decay..
•7. Fire - blocking, draft steps, fire stops ;;hall be provided as per local codes.
8. Positive beam /post & post /footing connections shall be provided to prevent uplift
and lateral support. .
9. Emergency egress windows shall meet the following standards:
min. 20" clear open width
min. 24" clear open height
• ,in. 5:7 sq: ft. clear open area
.max. 44" sill height
•
Dead bolt (min. 1/2" throw) and viewport required @ exterior doors.
Windows within 10' of grade shall be provided with latching devices.
Ali locks sha31,be openable without epecial.knowledge or effort.'
Copies of truss design and fabricatiop must b Thubmitted<to construction dept. for
;approval prior to ',fabrication.
14. Stair Ways: •
•36" width
indn:•'9" run
max. 8 °-rise
gmin.i 6'10" headro si
handrail grasp dimension min. 1 1/4; max.
•:handrail 34•' -Zie4 above tread nosing
13. All exposed .wood or close to earth shall be pressure
treated cr have a natural 'resistance to rot.
•
34. G.W.R. under• stairs: Type, X1 -,L44$ .336 5)
s.a5. - Headers: Openings.- V•APiES (See pt- -4-wc)
pepMo5 ono l.- 0403.5
36. Submit 3 copies.of truss design and fabrication details
'• to`?buildiug departrent,for.approval prior-t_o fabrication.
37. Fireplaces shall have tight fitting :flue dampers and
shall be provided with min. 6 G ? }. inches of ',
outside cowbuatiOn air source.
35.'- Palter ties are required at 4' -0" O.C.; beware of high
stress in collar tie roof systems.
39. F" perf. drain tile in gravel fOr perimeter drainage.
40. i7e5(GN LOADS
15. 'Winding Stairs:
min. 6" tread @ narrowest point
min. 9" run, 12 " `from narrowest pt.
Spiral sttairs --
2 1/2" min. 26" wide clear walking area
min. 7 1/2" run, 12" from the
narrowest point •
min. 6' 6" headroom,
max. 9 1/2" rise
16. Roof area needs 1 sq. ft. venting per 150 sq. ft.
17.• 1 sq. ft. per 150 sq. ft. of under floor area.
iR:;..,..Attic access to be min. 22" x 30" with attic headroom at 30" at access.
19. Crawl space 24" x 18" min. opening.
20. 36 ";high min. required for guardrail.
21. s" -max. clear space between intermediate rails.
22. 30 pounds min design equivalent fluid pressure.
23. Provide min. two floor joists under cripples for window headers at cantilever
Note grlu -lam beam combination symbols. Noy e design load values.
•24. Openings shall be caulked, sealed, or weatherstripped.
25. Seal teats and joints in insulation w /tape.
26. Shower'iflow control limited to 3GPM.
27: I /s." GWB (waterproof) in tub surround.
Service water pipes in unheated spaces shall be insulated.
e: 28.
29.
• 30.
sections.
Min. 6 mil visqueen vapor barrier required in crawl space, lapped 12" at joints.
Insulation requirements: Sete /E/P .. G /- I /A /&i1rN 5774.1", A1`afa- _-1yGa �
R-30 oil, gas heat, -+= ="' T , : r Pr..: v e.✓�- - 4777
R -38 electric heat -.4--
R -19 walls. . .including walls adjacent to unheated space, R-19 min. in floors over
unheated space, basement concrete walls must be furred to allow R -19; R 4.25
- rigid at floor slab, R 6.35• for heated slab. -
31. Windows: •..
, Max. glazed area is ;218 of gross•`flbor area (includes skylight area -plus
door, area) • ' - aI L, ! -4. . , a n rt: -, Ahr.. 7- Vii' -'i L. P "` a' •/,t,1p 7_, V)&-
Ali glazing _insulated (double glazed). . ec,rW?,0,-:,x.175,
U . 605 rr .�t-o a F
Max. f�+.r4 MA �- �i�.Q'
L::: 4. -,. /
' Super-cents T % r: G4ko 4s Fec ' -64 _ Gu ,. " 'sc<
'~ r �'' 72.0_4
' -� 3$: he s will have .thesfollcwingL jn. insulation: '
R -38 ceiling:, < . x' ; o
R -L9 walls`wfrigia >foaT board: ,
R -30. lvlPr.loor•.
`.A11;'eeterior- interior joints, connections;,etc:wilt be sealed,w /caulking or
' 4yasket material to form a continuous `air barrier. •
42-
S )o(4_ LOAD 2_5 PSF t (5 P•SF -D.L.( It. Loi4D)
F[ ixle- LIug_Lon -D 4-' PS./F-7 (c2
D L GO l?s.� 5 ps.r -DL.
D &L " L,I t}iWrite.. PAM-.L. W i.s0 -S •
CON'T'RACTOR SHALL VERIFY'ALL EXISTING MEMBER SIZES., DIMENSIONS
AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER Off' ANY DISCREPANCIES, SO HE. MAY
MAKE PROPER ADJUSTMENTS TO THE WORK. •
.DESIGN CRITERIA
ROOF LIVE LOAD 25 PSF
F110~0000110100 r. -
concrete design:
5 sack /2,000 PSI mix
. Min. 2- 4 4 rebats @ top & bottom of foundations.
.`,•A11 footings min...12" below grade, resting on firm, undisturbed•earth; oar's @ 18"
below, grade as per local codes:'
Min.- Obncrete cover for rebars: '
3" cast against earth
1 2/2" exposed to weather /earth
3/4" not exposed to weather /earth
4.
5. Concrete shall attain a harness of 2,000 lbs. per sq. ::*,(28'days')•
6. Re -bar astm. grade 40 cont. around corners with min. 241ape., ?",•eorc. cover on all
sides.
7. 1/2" x 10" anchor bolts (unless otherwise noted) set 4!i0" on center; set 1' 0" from
corners of fndtn. wall. MIS. 2 PER
.8. Min. 24" insulation (perimeter from top of slab downward and then horizontally under
slab) where applicable.
9. Height of fndtn. wall will vary with grade.
10. See table on foundation plan sheet for size and depth of
foundations.
11. See table on foundation plan sheet for concrete wall reinforcement (size and location
for horizontal & vertical rebar.)
12. Cross ventilation required @ 1 sq. ft. per 150 sq. ft.
13. Minimum: 6 "x12" footing with 6" FND111 wall for up to
2 floors (Seattle); and R "x15" for?ting with R" F JfYrN well -
fcg: 3 floors (Seattle) . Check with local tyui Wits; d;;pts.
for foundation minimums. -' -A 0
F
(JCD N OT =s' f :.'.
/,tlD )!s PLAC -6- 'T- TcP rod
WItID ; 80 MPH, EXPOSURE B
EARTHQUAKE Zone 3, K =1.33
ALLOWABLE SOIL rRESSURE ..., 2,000 PSF (Natural soils
fill)
2,REINFORCING STEEL SHALL CONFORM TO ASTM A615 -76A, GRADE 40,
0 0000 PSI. � t�e�o psi
WELDED WIRE MESH SHALL CONFORM TO ASTM A -185.
or compacted'.
3.REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH ACI 315 -83 AND 318 -83. LAP ALL CONTINUOUS REIN -
FORCEPLF.NT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS
AT ALT, WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR
2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL
MESH AT SIDES AND ENDS.-
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD
3ENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL
ENGINEER.
Q.STRUCTURJIL STEEL, INCLUDING PLATES AND._ROLLED SHAPES, SHALL CONFORM
TO ASTM ' A36, TT- 36 KSI . STE•.Ei' pTLE SHALL 'c,onxri' To ,AsTM A-S3 _72A
7 ri'r' E Ok 5 c, /r OE F e 3L K s•is
BOLTS SHALL CONFORM TO ASTM(A307.
5.GLUED LAMINATED MEMBERS SMALL BE FABRICATED IN CONFORMANCE WITH
U.B.C. STANDARDS NO. 25 -]0 AND 25 -11. EACH MEMBER SHALL BEAR AN
AITC IDENTIFICATION MARK' AND SHALL BE ACCOMPANIED BY AN AITC
CERTIFICATE OF CONFORMANCE. _ALL BEAMS SHALL BE DOUGLAS FIR
COMBINATION 24F -V4 FOR SAMPLE SPANS AND 24F -V8 FOR CANTILEVER
OR CONTINUOUS SPAN BEAMS., Fb = 2,400 PSI, Fv = 165 PSI. NO
CAMBER.
,FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH
W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16,
LATEST EDITION. .FURNISH TO. THE FOLLOWING MINIMUM STANDARDS:
JOISTS (INCLUDING 2x6 AND
LARGER MEMBERS USED AS
STUDS AND 'PLATES)
BEAMS AND STRINGERS
POSTS AND TIMBERS
STUDS, 1PLATESI :mND l-IISC.
LI GHT FRAMING
•"TOP AND •Bb TOM• PLATES AT
BEARING WALT.
HEM -FIR NO. 2 OR DOUGLAS FIR NO. 2
MINIMUM BASIC DESIGN STRESS,
fb = 1,000 PSI.
DOUGLAS FIRNO. 1, MINIMUM BASIC
DESIGN STRESS,. = 1,350 PSI.
DOUGLAS .FIR NO. 17 MINIMUM BASIC
DESIGN STRESS, fc = 1,000 PSI
- DOUGLAS FIR OR HEM-FIR.STANDARD-
GRADE
DOUGLAS FIR €ONSTRUCTION!GRADE..
ALL WELDING SHALL BE IN b'
PERFORMED BY W.A.B.O. CERTIFIED
UNLESS OTHERWISE NOTED, SHALL BF 3/1
"FIELD WELD" WITHOUT SPECIFIC
EQUIVALENT OF A 3/16" x 1 -1/2" II
REQUIRED) SHALL BE PERFORMED USI
8" OF COLD BENDS' IN REINFORCENG,
EXPIRED
D96 -0059
HECENED
CITY'OF TUKWILA
• o•cT k9
PERMIT CENTER_'