HomeMy WebLinkAboutPermit File BLD-2020-0357 1609 R Avenue (4) . A CCESS
R o� CITY OF ANACORTES
-S 7�0q-24,, PL A`NNING AND BUILDING DE : :
2013z — — _ APPROVED PLANS
GRASS - - REVIEWED FOR CODE COMPLIANCE
•
RMIT#: BLD 2020 0357
• . . • • • • • • . • • . • ADDRESS: 1609 R Av- _
ILVERT ( / / / / / / / / / / / / APPROVED BY: 1 %
TO SFWFR( SWALE REMOVE HVAC GRAVEL SWALE �� GRASS I SUBJECT TO FIELD INSPECTION.APPROVED PLA S SH' OT
CD FIRE HYDRANT
M SANT ` REMOVE & RELOCATE LIGHT POLE
��oo t f r I BE ALTERED WITHOUT AUTHORIZA ON.
44
P s ys yAC' 1 0 10 S 30 40 50
REWORK EXISiINGf �� ��
DUCT WORK s � SCALE
y��- REMOVE •
CONCRETE SLAB
I :__'k,'_ 1 42
/ 41
W I L.,�, I EXISTING PERCENT OF LOT COVERED
REMOVE HVAC I 40
• LOT AREA 48912 SQ. FT.
00 BUILDING & COVERED PORCH 11467 SQ. FT.
z {lj �lEi 67 43 • 39 cog, PERCENT OF COVERAGE 23.4 X
� IREWORK EXISTING * :Si
.
[1] DUCT WORK F,'�t . fJ 38 • •
I I 68 66 44 A EXISTING IMPERVIOUS AREA
Q 37 BUILDING & COVERED PORCH 11467 SQ. FT.
65 45 ,`�' DRIVEWAY, PARKING AREA, AC CONCRETE PADS 21355 SQ. FT.
I 69
121 36� TOTAL 32822 SQ. FT.
/(TYPICPAO T 70 64 46 01 o PERCENT OF EXISTING IMPERVIOUS 67,1%
EXISTING BUILDING 63 47 35Q
71 62 48 ASPHALT NI 34
fZ ASPHALT
r�2NN I //// 133
i 61 49
32
I / so 50 31 DRAWING INDEX:
® 59 52 . 1. EXISTING SITE PLAN
I.
30 2. NEW SITE PLAN
I. 58 53 1 3. EXISTING & NEW ELEVATI❑NS
29 4. EXISTING & NEW FLOOR PLAN
i 5. FOUNDATION PLAN
�A �P 57 54 28 6. ROOF PLAN
I. 4 -110,_ '4' I 56 55 27 PAFKING
' LEASED 7. SECTI❑NAL DETAILS
25 26
•
S It. / 1 I C li * ) d -,:rr cog..
1
I ASPHALT
/-i e
\i li* \1 SCALE: 1' =30'-0' ON 11' x 17' PAPER
I._ ** LEASED PARKING
i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 EXISTING SITE PLAN
THRIVE HEALTH CLUB
ADDRESS: 1606 R AVENUE
GRASS I PARCEL: P 118625
/•,_ _ . _ _ . _ _ . _ _ . _ _ 5 89a 59488"E_ _ . _ 4
XrefiD 350219-0-040-0100
194.00 DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
1 ;i67-- . CCESS
R �A ED
• —S�00'24-
�..�L-- _ 201.32' _
r1 —
�� — -20'sET GRASS —840( _
20' SET BACK _ GRASS
"eMP C235 "" "" . . "u% • . . . . . 0 10 20 30 40 50
_ _ _ _ I
STRAW WATTLE
CULVERT \�
TO STORM SEWER SWALE SWALE J SCALE
CUCl�HEMP UNIT ELOCATED
FIRE HVANT . . . . . LIGHT I
° WpLL�N t°B 25'-0'
�s DUCT OPENING lL5'W""2 HOUR ,�{��
I FIRE WALL '/
E EITIC Q HEW HVAC 1 VCCc EXISTING PERCENT OF LOT COVERED
UDC �_4�i N ROOF
�,'�" LOT AREA 48912 SQ, FT.
INSTALL 1-1/2 HR FIRE RATED HVAC DAMPER \i�Fw- BUILDING & COVERED PORCH 11467 SQ. FT.
zxe WALL w/2 LAVERS OF scuB(3RRQDODW11JSPauT PERCENT OF COVERAGE 23.4 %
REMOVE EXISTING WINDOW 5/8"GYP.BD.BOTH SIDES PIPE TO EXISTING SWALE
��lCyillT`h�'�' INSTALL NEW 1-1/2 HR FIRE RATED WINDOW OF RxFI STUDS .
2 HOUR FIRE WALL
SEE SECTIONAL DRAWING 42
_——°—,—. FOR DETAILS
REMOVE EXISTING WINDOW ,
INSTALL NEW 1-1/2 HR FIRE RATED WINDOW ' EXERCI ROOM '
W I A .E 49'-6 x25' �NWCURS 41 . NEW PERCENT OF LOT COVERED
DOOR&RELOCATE 1237.5 SQ. FT.
HE INTO w/EXIT SIGN ''')I
� 0 40 LOT AREA 48912 SQ. FT.
EH Arc ul1— BUILDING & COVERED PORCH 11467 SQ. FT.
Duc _c XII ON ROOFC ADDITION 1237.5 SQ. FT.
r"' DUCTLESS TOTAL 12704.5 SQ. FT.
z INSTALL 1-1/2 HR FIRE RATED HVAC DAMPER 5'*-+. HEATING UNITE 67 43 • 39 •
Li_ I•3 U WALL-IN I ' _ * ¢ PERCENT OF COVERAGE 26
u DUCT OPENINGS FIREOWALL RIACK o NOTES:
\ �� 66 as N 38 '�U
I�i� 3 1. EXISTING 6 NEW IMPERVIOUS AREAS ARE THE SAME
T NEW 3'-0"DOO' '� 68 65 45 37 c�
IN �f 69 2. NO NEED FOR BMP C105 STABILZED CONSTRUCTION ENTRANCE
36 ENTRANCE IS ON EXISTING APHALT
DOWNSPOUT �� 64 46 0 0 3, CONCRETE AND DIRT TO BE HAULED AWAY
to (TYPICAL) �.. 70 NO NEED FOR BMP C154 CONCRETE WASHOUT AREA
M f EXISTING BUILDING J, 0 v 35v
.7(TYPICAL)
` 63 47 NO NEED FOR BMP C123 DIRT WILL BE HAULED AWAY
0 71
ASPHALT 62 48 ASPHALT NI 34 4, DOWNSPOUTS 6, FOUNDATION DRAIN PIPING
TO BE PIPED TO EXISTING SWALE
1 # !.r //// N1 33 5, NO NEED FOR BMP C120, BMP C123, BMP C124, 6, BMP C203
i61 49 32 BECAUSE SURROUNDING AREA IS ASPHALT.
11 j 60 50
Elr /// 59 52 31 DRAWING INDEX:
j I 30
y1�i I% 1. EXISTING SITE PLAN
58 53 29 2, NEW SITE PLAN
mFIRE HYDRANT 3. EXISTING & NEW ELEVATIONS
P 7; 57 54 • 28 4. EXISTING & NEW FLOOR PLAN
'
LEASED 5. FOUNDATION PLAN
* I PAFKING
6, ROOF PLAN
56 55 27 25 26 7, SECTIONAL DETAILS
II
ASPHALT I
E \ SCALE, 1' =30' 0° ON 11° x 17° PAPER
Y I \\ REV. #1 07/13/20
LEASED PARKING NEW SITE PLAN
i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
THRIVE HEALTH CLUB
I 20' SET BACK I ADDRESS: 1606 R AVENUE
• PARCEL: P 118625
, _ , _ _ 5 89d 59' 48"E_ _ Xref iD 350219-0-040-0100
isa.00 — — — — — — — DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
REPLACE WINDOW w/1-1/2 HR. RELO ATE LIGHT REPLACE WINDOW w/1-1/2 HR.
FIRE RATED WINDOW FIRE RATED'WINDOW
❑ ❑ ❑
-- -- REMOVE HVAC \_i REMOVE HVAC
■■ T ffl ..
\ REMOVE HVAC V-
GRADE MM GRADE T.O.FINISH FLOOR /�/\/- �� C \\ �_ - GRADE GRADE - GRADE
\ SWALE
EXISTING SOUTH ELEVATI❑N EXISTING EAST ELEVATI❑N RELOCATE DOOR EXISTING NORTH ELEVATI❑N
NEW EXERCISE ROOM
NEW WINDOW w/1-1/2 HR
ARE RATED WINDOW NEW WINDOW w/1-1/2 HR.
OCATED LI - ARE RATED WINDOW
ANEW HVAC I /
1 1 1 CliEW HVAC r-�I �, .I VAC NEW HVAC
I I tt \ CEILING 13'-"
-- L J -- _ HORIZONTAL SIDING --
■■ ... ... ■■ ■■
pi1,i CORRUGATED METAL SIDING
GRADE MM T.O.FINISH FLOOR =- GRADE 12110110 0010110110 0010 III ME GRADE
\ N SWALE
NEW 3,-0"DOOR NEW NORTH ELEVATI❑N
NEW SOUTH ELEVATI❑N NEW EAST ELEVATI❑N
SCALE. 1' =30'-0' ON 11' x 17' PAPER 410
REV. 1#1 07/13/20
EXISTING & NEW
I
SOUTH, EAST & NORTH ELEVATI❑NS
THRIVE HEALTH CLUB
ADDRESS: 1606 R AVENUE
PARCEL: P 118625
)(refill: 350219-0-040-0100
DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
EXISTING 2s-o• /
MBCI INSULATED CORRUGATED 2x6®I6"CTRS.WALL
GAS METER g^METAL Z GIRT METAL PANELS GAS METER 5'M w/2 LAYERS OF 5/8"OW.BD.
DUCTLESS BOTH SIDES 0 2x6
HEATING UNIT 2 HR.FIRE WALL
y// &R-21 INSULATION
Qx \\\ r 7 Q O N'"' 9. ` II 4 �//////� SEE SECTIONAL DRAWING FOR DETAILS
Ili
\ r— \ /
\ 1I1 HVAC )
�i I I I DUCT ) 9"METAL Z GIRT
STORE FEXISRONTNG i WINDOW X`il_i SUPPLY ) EXISTING 10'x10' s
n- Z�) \\ � STORE FRONT WINDOW •e
I I I I r HVAC EF EXISTING -- -' 2x6 ALL" =
IIII MBCI INSULATED CORRUGATED CTRS.WALLS
I I I I I DUCT ) METAL PANELS _ w/5/8 GYP.BD.INSIDE
RETURN 7 7/16 OSB OUTSIDE
REUSE DUCTS &R-21 INSULATION
REWORK TO CEILING _ ) SEE ELEVATION FOR SIDING
REWORK GYP. BD. / REMOVE HVAC TIE INTO EXISTING DUCT O =
AWALL-IN OPENINGS
® b '-IPP
LY
[pill
I
-----NEW HVAC
1-1/2 FIRE HVAC DAMPER ON ROOF _
EXISTING 10'x10'--
STORE FRONT WINDOW = --
I RETURN
GA ®i. _
CTRS.WALLS
EXISTING 1O'x10' w//8 GYP.BD.INSIDE
STORE FRONT WINDOW 7/6"OSB OUTSIDE
&R-21 INSULATION
SEE ELEVATION FOR SIDING
VAPOR BARRIER
2x6®16"CTRS.WALL
EXISTING w/2 LAYERS OF 5/8"GYP.BD.
5/8"GYP.BD. _/ BOTH SIDES OF 2x6
8 HIGH 7 2 HR.FIRE WALL
&R-21 INSULATION
SEE SECTIONAL DRAWING FOR DETAILS
EXISTING ) EXISTING
3"METHANE\ ) 3"METHANE ._
VENT PIPE \ ) VENT PIPE � .
• NEW
)
I
EXISTING EXISTING EXERCISE R 0 0 V
/
STEEL COLUMN STEEL COLUMN -- 49'-6))) x 25'
1237.5 SQ. FT.
EXISTING 10'x10'------ EXISTING 10'x10'------
STORE FRONT WINDOW STORE FRONT WINDOW
•
EXISTING
5/8"GYP.BD.
IHL)
RELOCATE DOOR&INSTALL 8 HIGH
MBCI INSULATED CORRUGATED
METAL PANELS CD
1-1/2 FIRE HVAC DAMPER —
REMOVE DOOR & �- �_��� �
RELOCATE TO NORTH WALL -hl" __NEW HVAC I
r se NEW DUCT/ I' , RETURN ON ROOFME
z
r —-
2x6 ALL"
I HVAC ) CTRS.WALLS
i DUCT ) .. Y /w 5/8'GYP.BD.INSIDE
x I SUPPLY 7/16"OSB OUTSIDE
— L 3'x 6-8"DOOR b &R-21 INSULATION
I ' PIT HVAC - w/EXIT LIGHT&PANIC BAR h SEE ELEVATION N FOR SIDING
REUSE DUCTS o#IN 1 \\\\
REWORK TO CEILING R u N 7 F
REWORK GYP. BD. �r1___�E � I-- � X p X X X X X X X
3"METHANE/ REMOVE HVAC
VA
N
DUCTLES
VENT PIPE )7 3VENTTPIPEE/. HEATING UNIT
r7 2x6 0 16"CTRS.WALL
WALL-N OPENINGS w/2 LAYERS OF 5/8"GYP.BD.
BOTH SIDES OF 2x6
1 i 2 HR.FIRE WALL
!=��� 7 !=^„ ! SEE SECTIONAL ID INSULATN
RAWING IFFOR DETAILS A D D I T I❑\ FLIER PLA\
REMOVE EXISTING WINDOW(NEW)
INDOW \❑PTHEAST C❑R\ER
NEWW
3'x 6-8 DOOR
w/EXIT LIGHT&PANIC BAR: SCALD 1/8' =1'-0' ON 11' x 17' PAPER 4
SCALD 1/4' =1'-0' ON 22' x 34' PAPER \ 4 of 7
EXISTI\G \-RTHEAST REV. #1 07/13/20
EXISTING NE CORNER FLOOR PLAN,
C__ R\E R E L__❑R PLA\
& ADDITI❑N FLOOR PLAN
ZONED CM-1 THRIVE HEALTH CLUB
BUILDER TO VERIFY ALL DIMENSIONS ADDRESS: 1606 R AVENUE
CONSTRUCTION NEEDS TO COMPLY WITH
2015 WASHINGTON STATE ENERGY CODE (WSEC) PARCEL: P 118625
BUILDING TO COMPLY WITH THE
IRC 2015 BUILDING CODES XrefiD: 350219-0-040-0100
PLUMBING TO COMPLY WITH THE
2015 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
1/2"x 10"A-BOLTS
EXISTING c NEW 3"x3 x MB"GALV. WHR.
EMBEDDED 7"
ON 4'-0"CENTERS
_ MIN.OF 2 BOLTS PER PIECE
25' i LOCATED NOT MORE THAN 12"FROM ENDS
OR LESS FROM THAN
EACH SEVEN
END OOLT F PI DIE. 3-1/2"
y
T , NEW 5-1/2" CONC. SLAB
REINFORCED w/ #4 @ 18" CTRS.
EXISTING STEEL COLUMN EACH WAY FROM
y
• CO GRADE
/ #4 @ 18" CTRS.
z_
30 MIL PVC MEMBRANE
2" R-10 RIGID FOAM w/ WATER PROOF PROTECTIVE COVERING
oo
_ ON NORTH, EAST & SOUTH SIDES OF FOUNDATION
• (3) #5 CONT.
SPLICE LENGTH TO BE
30 TIMES THE REBAR DIA.
A . . MIN. 3 TIES �, 2'
EVENLY SPACED ALONG SPLICE
DETAIL_ = 1
NOT TO SCALE
• 2x6 STUDS @ 16" CTRS.. WALL
5/8"x 10"A-BOLTS
NEW 5-1/2"CONC.SLAB BOTH SIDES OF 2x6 EMBEDDED 7"
REINFORCED w/q4 0 18"CTRS.EACH WAY 2 HR. RATED FIRE WALL 3"x3'xi/4"GALV. PL.WHR.
ON a'-o"CENTERS
VAPOR 2 LAYERS OF 58" GYP.BD
/BARRIER SEE SECTIONAL DRAWING FOR DETAILS MIN.of 2 BOLTS PER PIECE 2x6 STUDS @ 16" CTRS.. WALL
LOCATED NOT MORE THAN 12"FROM ENDS 7/16"@ OSB SHEATHING
EXISTING 5-1/2"
CONC. SLAB OR LESS THAN SEVEN BOLT DIA.3-1/2"
REINFORCED w/ #4 @ 18" CTRS. EACH WAY NEW 5-1/2" CONC. SLAB FROM EACH END OF PIECE 2X6(PT)
REINFORCED w/ #4 @ 18" CTRS. EACH WAY Air
8d @ 6" CTRS.
•
EXISTING GRADE
A 30 MIL PVC MEMBRANE #4 @ 18" CTRS. ( #5#4 @ 18" CTRS. m • :" IN. 4" SOLID
A . — (2) #5 CONT. 6 MIL PVC MEMBRANE SPLIC)ELEN LENGTH TO BE • • yI• GRADED TO DRAIN BY
30 TIMES THE REBAR DIA. 2'-0"� GRAVITY
TNG 36' x 12" THK. MIN. 3 TIES ROOF DRAINAGE TIE INTO
EXIS
wTJ(3) #5 WIDE EVENLY SPACED ALONG SPLICE 4" PERF. EXISTING ROOF DRAINAGE
CODRAIN PIPE
• ALLOWABLE BEARING PRESSURE: DETAIL#1 GRADGED RAVI YDRAIN BY
2000 psf for DEAD + LIVE WRAP IN FILTER FABRIC
2667 psf for DEAD + LIVE + (Wind or Sesimic) AND SET IN PEA GRAVEL
DRAIN TO EXISTING SWALE
• SECTI - \ AL- A- A
L_ J
EXISTING STEEL COLUMN
F❑UNDATI❑N PLAN
5
SCALE 1/8' =1'-0' ON 11' x 17' PAPER 5 of' 7
SCALE: 1/4' =1'-0' ON 22' x 34' PAPER
REV. #1 07/13/20
L FOUNDATIUN PLAN
THRIVE HEALTH CLUB
3 \/vJ ADDRESS: 1606 R AVENUE
ZONED CM-1
BUILDER TO VERIFY ALL DIMENSIONS PARCEL: P 118625
CONSTRUCTION NEEDS TO COMPLY WITH
2015 WAINIWITH LNGOT STATE ENERGY CODE (WSEC) X r e f i D: 3 5 0 2 1 9-0-0 4 0-0 1 0 0
BUILD
ING TO COMPLY THE
IRC 2015 BUILDING CODES
PLUMBING 2015 UNIFORM CPLUMBI GI CODES DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
$ 25—0'
lr— •
I Q
A 3'—A-
DOUBLE TRUSSES— CO
Ur HV —4-__
_--------NEW HVAC
REPLACE EXISTING'WINDOW w/
1-1/2 HR.FIRE RATED WINDOW L i
ENG.STEEL LATTICE TRUSSES SE 24"CTRS.
SCUPPER w/DOWNSPOUT
ROOF DRAINAGE TIE INTO
EXISTING ROOF DRAINAGE
(3 RROO
0
lo
GHR.
E EXISTING WINDOW w/
FIRE RATED WINDOW
EXISTING
MBCI INSULATED CORRUGATED
METAL PANELS
ii
EXISTING METAL Z-GIRT SELF ADHERING WATER PROOF TAPE
I (TPO)IRONED SEAM WATER PROOF MEMBRANE
WATER PROOF MEMBRANE OR EQUAL
6"POL s0
GID FOAM INSUL.
I���-' R-39
6"POLYISO
RIGID FOAM ��"�y
DOUBLE TRUSSES O AGAINST METAL TSIDING'I
UNDER HVAC
�"" 3 4T&G
NEW H VAC 3/4 CDX 5-pLY • XTER(OR PLYWOOD
I FIRE-RATED FIR(PT)PLYWOOD MIMMIIIIMIMIMEMIMIalMIMir
CUT TO FIT 7010:EilhAGAINST METAL SIDING //�; /\
ENG.STEEL LATTICE
TRUSSES®24"CTRS.k
0 2 LAYERS OF 5/8"GYP.BD. IIII 2 LAYERS OF 5/8"GYP.BD.
EXISTING 2xfi 016"CTRS.WALL
I \ MBCI INSULATED CORRUGATED
METAL PANELS
12 ti ROOF PLAN DETAIL#1
NOT TO SCALE
REPLACE EXISTING WINDOWS w/ 1.1
1-1/2 HR.FIRE RATED WINDOWS li (TPO)IRONED SEAM WATER
PROOF MEMBRANE OR EQUAL
I ' 3/4 TWO EXTERIOR PLYWOOD
VAPOR BARRIER 6"POLYISO RIGID FOAM INSUL. FOAM INSUL.PANEL TAPERED CANT METAL COVERING
R-39 FAS NERS STRIP
STEEL COLUM� �i%%i/V//%//.%//.%//.%//.//I.///%/%l/V/I�111%%V//V//%//. � SCUPPER
IP
DETAIL#1 Ar6
DOWN SPOUT SCALE: 1/8" =1'-0' ON 11' x 17' PAPER
EXISTING ENG.s eEL LATTICE TRUSSES®24"CTRS. 2xs®ts"CTRS.WALL SCALE: 1/4" =1'-0' ON 22' x 34' PAPER of 7
MBCI INSULATED CORRUGATED 2x4 016"CTRS.WALL WOOD TOP&BTM.CHORD
METAL PANELS w/BOTH SIDE OF 5/8"GYP.GYP.BD. REV, #1 07/13/20
2 HR.FIRE RATING
SEE SECTIONAL DRAWING FOR DETAILS ROOF PLAN
DARING CRITERIA THRIVE HEALTH CLUB
JROOT Live Load=25 psi(snow) ADDRESS: 1606 R AVENUE
Dead Load=15 psi
SECTI❑NALZONED FM-1 PARCEL: P 118625
BUILDER TO VERIFY ALL IPLYSIONS
CONSTRUCTION NEEDSTO
TO COMPLY WITH
2015 WASHINGTON STATE ENERGY CODE (WSEC) X r e f i D: 3 5 0 2 1 9—0—0 4 0—0 1 0 0
BUILDING
WITH
NG TO COMPLY WITH THE
IRC 2015 BUILDING CODES
2015 BUNIFORM CPLUMBI GI CODES DRAWN BY: BRUCE RUSTAD DATE: 06/05/20
12
2
NEW HVAC
TO BE MOUNTED ON ROOF 2 LAYERS OF 5/8" GYP. BD.
PER HVAC SPECIFICATIONS WATER RESISTANT
w/ JOINTS STAGGERED
REPLACE EXISTING WINDOWS ON EXTERIOR SIDE SEE ELEVATION DRAWING
w/ 1-1/2 HR. FIRE RATED WINDOWS (TPO) IRONED SEAM WATER FOR SIDING CALL OUT
PROOF MEMBRANE OR EQUAL METAL GYP. BD. CORNER
METAL COVERING w/ PEER TAPE & JOINT FINISH
6" POLYISO RIGID FOAM INSUL. 3/4 T&G EXTERIOR PLYWOOD
R-39 '���., .i .
5 / FOAM INSUL PANEL
FASTENERS II- � !
EXISTING n ' 2 DYERS OF 5/8" GYP. BD.
ti 12 1/4 /SCUPPER w/ JOINTS STAGGERED
STEEL COLUMN Y7A7/ / //lXl/ __ _ /__I-ll_VZ./z/v zLz zzzz �z , /Z Z
V VMETAL GYP. BD. CORNER
EXISTING EXTERIOR WALL w/ w/ FIBER TAPE & JOINT FINISH
CORRUGATED METAL SIDING E:.
EXISTING METAL Z-GIRT`_
VAPOR BARRIER R-21 INSULATION
3/4" CDX 5-PLY FIRE RATED FIR (PT) PLYWOOD
( 2 LAYERS OF 5/8" GYP. BD.
-"\ ENG. STEEL LATTICE TRUSSES 0 24" CTRS. w/ WATER RESISTANTH!"I R-21 INSULATION
BARRIER w/ WOOD TOP & BTM. CHORD JOINTS STAGGERED
ERIDEED
R-21 INSULATION 2 LAYERS OF 5/8" GYP. BD.
II I s\ VAPOR BARRIER w/ JOINTS STAGGERED
EXISTING 2x6 @16" CTRS. WALL
, -----MBCI INSULATED CORRUGATED II
E-
METAL PANELS OVER NAILS & JOINTS
R 21 INSULATION w/ FIBER TAPE & JOINT FINISH
DOWN SPOUT
EXISTING 10'x10' ______--------- TRS. WALL ...�
STORE FRONT WINDOW 1 11
LAYERS OF 5/8" GYP. BD. 5/8" GYP. BD.-----_\ —7/16" OSB 2x6 @16" CTRS. WALL
BOTH SIDES OF 2x6
2 HOUR FIRE WALL ATTACH BASE LAYER
w/ 1-7/8" NAILS @ 6" CTRS.
!NO.-Jo
2x6 (PT) SILL PLATE
5-1/2" THK. CONCRETE SLAB 2x6 (PT) SILL PLATE, �TTAC� FACE LAYER
w 2 3 8 NAILS @ 8" CTRS.
� GRADF E'
/ -4" SOLID PIPE FACE LAYER
/ ��4" PERF. PIPE
REINFORCED w/ #4 @ 18" CTRS. EACH WAY 30 MIL VC MEMBRANE BASE LAYER
2 HOUR ERE WALL D-TA L
NOT TO SCALE
Equivalent to UL U301,
Any penetrations of the 2 hr wall
for electrical or plumbing to be Joints staggered 16".
protected with a 2 hr rated listed
assembly. Provide assembly
number and details rior to SCALE. 1/4' =1'-0' ON 11' x 17' PAPER
p SCALE. 1/2' =1'-0' ON 22' x 34' PAPER
framing inspection if penetrations REV. #1 07/13/20
are made. SECTIONAL DETAIL
THRIVE HEALTH CLUB
ZONED CM-1
BUILDER TO VERIFY ALL DIMENSIONS ADDRESS: 1606 R AVENUE
CONSTRUCTION NEEDS TO COMPLY WITH
2015 WASHINGTON STATE ENERGY CODE (WSEC) PARCEL: P 118625
BUILDING TO COMPLY WITH THE
IRC 2015 BUILDING CODES Xre'FiD: 350219-0-040-0100
PLUMBING TO COMPLY WITH THE
2015 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 06/05/20