HomeMy WebLinkAboutBLD2019-01211 Garage - BLD Plot / Site Plans - 10/24/2019 m
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'71— „ 10'-011 �'—o" 13 —102 3 -l02 GENERAL NOTE5: I—
O I. PLANS DESIGNED ACCORDING TO THE 2015 IRG f
2. CONTRACTOR TO CHECK AND VERIFY ALL tu
1$00 oW� Fh�� DIMEN51ONS BEFORE PROCEEDING.
1111 1iI,, �-I 3. CONTRACTOR TO CONFIRM THE SIZES, SPACING, AND SPECIES OF LUMBER A * u
1�a OF ALL STRUCTURAL AND FRAMING MEMBERS. LU
4. ALL WOOD SPECIES TO BE HF OR BETTER UNLE55 NOTED OTHERWISE Q
6/0 /o — — — — — — — WINDOWS:
.—�
4"xl0" DF#2 — — — — — — — — — — — — — — — — — I. ALL GLA55 IN A DOOR, NEXT TO A DOOR W/I 12", OR — -
4"xIO" DF#2 I I W/I 18" OF FLOOR OR W/I boll OF TUB/SHWR VERTICALLY OR HORIZONTALLY
3 I I 3 TO BE SAFETY GLAZED, OR ANY OTHER HAZARDOUS AREA PER IRC. O z
M15GELLANEOU5:
= I I I I 1. 22"x30" ATTIC, ACCESS REQUIRED IF ATTIC VERT HEIGHT 15 30" OR MORE
Q I I 2. ALL DEFORMED REINFORCING STEEL SHALL BE n '�
ASTM A 615 GRADE 60 Fyy = 60,000 P51 YV 30" LAP SPLICE MIN
LJ 6x8' ( I I I 3. ALL CONCRETE STRENGTH FOR FOUNDATIONS AND VERTICAL SURFACES
DOOR I EXPOSED TO WEATHER SHALL BE 5,000 PSI
4. ALL FASTENERS IN CONTACT WITH PRTR WOOD SHALL BE HOT DIPPED,
ZING-COATED GALVANIZED STEEL, BRONZE, OR COPPER, IN ACCORDANCE
I 6" FOUNDATION ON I I ry MANUFACTURERS RECOMMENDATIONS
5. HEADERS 5' AND UNDER SHALL BE SUPPORTED BY (1) KING STUD
o X I I 12"xb" FOOTING I I =Iry HEADERS > 5' SHALL BE SUPPORTED BY (2) KING5 STUDS ® EACH END
NAIL W/ (4) 16d NAILS (UNLESS NOTED OTHERWISE)
_ TRUSSES ® - I I fQ I I D�SIGN DATA: W flSTORAGE5 „ -1 M,
L
�Z
GODS 2015 - IRO to
m - F22"X3o9 1NIND SPEED 110 MPH �
I ATTIC I I I I I SE 15M I C, ZONE 0-2
�AGGE55�
5NOW LOAD 50 PSF
II-_ SOIL BRG 1500 P5
k
continuous foundation is 1@f ink@-
° x — — — — — — — — — — — Mound the entire erimetO Of I I the structure. I I FR05T DEPTH 12n TO BOT OF FTC, it
16'x8' I
DOOM
3/O I I I I m lag is
102 tit
3 102 _try 1
3 I I 3 p STORAGE TRUSSES 024 O.G. E
JI - - - - - - - - - - - - - - - - - -1 I m �
511VX1211 GL
` — � - - - - - - - - - - - - — �—I COMP ROOF g t
zisr
fib 055 SHEATHING �� �
b
15# BUILDING PAPER
CLIP
24'-0" 24'-o" VENT BLOCKING N
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CONTINUOUS GUTTER ,<
Full truss engineering m st G.WB. (OPTIONAL) }{Epp PER PLAN
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FLOOR PLAN ��5 FOUNDATION PLAN g L
= I'-O" 720 5Q. FT. p�� y be av�il��le site a
�4��
�J,I► l ,�� �" = 1'-0" framing inspection.
Ak,
i y��� VA
B.
(OPTIONAL)
058 SHEATHING
,AqUy-
I,' �►� HARDI SIDING
�c7v
15# BUILDING PAPER
MUST COMPLY WI
2"xb" 5TUD5 @ 16" O.G.
PERMIT CONDITIONS „ „
2xb P. T. SILL W/
4" CONCRETE SLAB
V2 J-BOLTS ® 48 O.G.
GIRD W/311X5111A" WASHERS
- J. tu
• 4" PERF. PERIM. DRAIN
= WE
51R.AGF0 WALL 50HF.DULE 12"
4 LENGHT OF BRACED WALL PANEL
SITE ADDRESS UNHEATED
STRUCTURE . �
280 E OKENEK RD 5ECTION X� TYPE OF BRACED WALL PANEL � �`�`
LOCATION OF BRACED WALL PANEL GRA�PEYI�W, WA a8546 �„ = I,-O" kD
SILL O N THE JOB OPTIONAL I/2" 6
A p� 1"IL�� EXT. SIDING 2xb STUDS 16" O.G. THESE PLANSOMi�
EL NV UD MUST B �
LLj
W5P (WOOD STRUCTURAL PANEL) 'ARC TYVEK OR EQUAL E
BRACED WALL PANEL SHALL BE AT LEAST 48 I N LENGTH -r/I6" OSB SHT'6. 2xb TREATED f3 SITE
COl/ERING A MINIMUM OF (5) STUDS SPACED 16" O.G. 12105-24-00050 1/2" VIA. A. BOLTS 4' O.G. MAX. TRON-M 4" GONG.SLAB FOR iNSPECTION
3 SHEATHING SHALL BE A MINIMUM THICKNESS OF 3/8 AND
ATTACHED TO STUDS AS FOLLOWS. sus
CHANGES
5/8" 5HEATHING - bd COMMON - 6" EDGES, 12" FIELD FIN. GRADE MIT CHANGES F
1/16" 5HEATHING - 8d COMMON - 6" EDGES, 12" FIELD - _
O O 1'RIOR TO PERF OR APPROVqL
� — — — ORMING WORK
.006 VISQUEEN VAPOR BARRIER
ORD. ROOK BASE
OONT. #4 BAR
- #4 VERTICAL BARS 4b" O.G. (ALT HOOK)
1-1 I I I I I GONT. #4 BAR
2) CONT. #4 BAR5
6" MN AT EXTERIOR 6ARA�S WALL
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