22-103289-MF-Plan Set-10-3-22D D `� D
lD� �C;` Cocc=__
� j� D�
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE AND ALL APPLICABLE LOCAL CODES,
ORDINANCES, AND STANDARDS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE THE JOB IS IN
PROGRESS UNTIL THE JOB IS COMPLETED
3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL
TIMES.
4. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY
REASON OF NOISE, STEAM, ODOR, FUMES, GASSES, SMOKE, VIBRATION, HAZARD, OR OTHER CAUSES.
5. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN A "BROOM -CLEAN" CONDITION AT ALL
TIMES.
6. THE CONTRACTOR SHALL SECURE SUCH PERMITS AS REQUIRED BY THE LOCAL FIRE DEPARTMENT PRIOR TO BUILDING OCCUPATION.
7. ALL EXTERIOR BUILDING SIGNAGE SHALL BE UNDER SEPARATE PERMIT.
ALL DISCREPANCIEOSR PRIOR TO RPROCEEDINGSWITH THHEDWORK ' DIMENSIONS DETAILS
WORKC CONSTITUOTES ACCEPTANCEEOF EXISTINGAND
CONDITIONS AS ADEQUATE FOR THE PROPER COMPLETION OF THE WORK DETAILED HEREIN.
9. EXISTING DETAILS ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT
AARCHIITECTRIMMEDIATELY OSO THAT�APPROPRIATE MODI ICATIONSTCAANEBEHMADEOBEFOREDPROCEEDINGHE CONTRACTOR SHALL NOTIFY THE
10. THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS WRITTEN APPROVAL
THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT HARMLESS FOR ANY CLAIMS ARISING AS A
RESULT OF UNAPPROVED CHANGES.
11. THE APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS
WITH ALE REVISIONS ADDENDA, ANDTICHANGE ORDERS, ON THE PREMISOES AT ALL TIMES WHICHNARENI'OOBE UNDERLTHESCAREFOFLTHE
JOB SUPERINTENDENT.
12. SEE STRUCTURAL GENERAL NOTES REGARDING: LUMBER, NAILING, CONCRETE, REINFORCING, AND STRUCTURAL STEEL.
13. ALL ITEMS MARKED "N.I.C." (,NOT IN CONTRACT) OR "O.F.0.1." (OWNER FURNISHED, OWNER INSTALLED) ARE TO BE CONSIDERED AS
NOT PART OF THIS CONTRACT UNLESS OTHERWISE NOTED.
14. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY
AND ALL DISCREPANCIES.
15. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN, FACE OF STUD, OR FACE OF CMU UNLESS OTHERWISE NOTED.
16. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF WORK, THE DETAILS SHALL BE THE SAME AS FOR
OTHER SIMILIAR WORK.
17. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST RECOMMENDATION OR WRITTEN DIRECTIONS.
18. VERIFY REQUIREMENTS AND LOCATIONS OF FIRE EXTINGUISHERS WITH FIRE MARSHAL.
19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO THE MAIN EXTERIOR EXIT DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN
MOUNTED ON OR ADJACENT TO THE DOOR WHICH STATES "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". THE SIGN
SHALL BE IN LETTERS NOT LESS THAN 1 INCH TALL ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT
WILL BE READILY DISTINGUISHABLE AS LOCKED.
MATERIAL,DDO S FOR LIGHTS
FIRE EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED OR OBSTRUCTED BY ANY DECORATIVE
21. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER TABLE 803.11 OF THE 2018 I.B.0
22. ALL GLASS AND GLAZING SHALL COMPLY WITH CURRENT EDITION OF I.B.C. AND THE U.S. PRODUCT SAFETY COMMISSION: SAFETY
STANDARD FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426; 16 CFR PART 1201).
22. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CURRENT EDITION OF I.B.C.
23. WATER HEATER SIZES AND LOCATIONS SHALL BE PROVIDED BY THE PLUMBING SUB -CONTRACTOR. SAID UNITS SHALL COMPLY
FULLY WITH ALL REQUIREMENTS OF ASHRAE 90-75 AND SHALL VENTED TO THE EXTERIOR IF GAS FUELED.
24. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR INSTRUCTIONS REGARDING GRADING AND TRENCHING PRIOR TO CONTINUATION
OF WORK SHOULD ANY UNUSUAL SUBSURFACE CONDITIONS BECOME APPARENT DURING GRADING FOR FOUNDATION CONSTRUCTION.
25. ALL FOUNDATION AND FOOTINGS ARE TO REST ON UNDISTURBED EARTH AND AS NOTED IN THE STRUCTURAL GENERAL NOTES. IF
CONTRARY CONDITIONS OCCUR, NOTIFY ARCHITECT.
26. FINISH FLOOR, TOP OF CONCRETE SLAB, DATUM = +0.00'.
27. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
28. REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS OF LIGHTING FIXTURES
AND CEILING MATERIALS SHOULD BE VERIFIED PRIOR TO INSTALLATION.
29. PROVIDE SEISMIC BRACING FOR SUSPENDED ACOUSTICAL CEILING PER I.B.C. STANDARDS 25-2.
30. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION BETWEEN WALLS AND
ROOF
DIN THENBUILDINGEENVELOPE PENETRATIONSOF
BE SEALED, CAULKED, GASKETED, OR W A'THER STRIIPRD TO ALL
AIRELESAKAGE AND
ELIMINATE WATER PENETRATION.
rim:110191:8�1�1111 Il 111:�I►0:1:r10I►611nr:1IM 612to] 0.1&1y:1111►rl91IinaF.11II
SHALLLSUBIMIT' BIDDER (DESIGN DRAWINGS TOSARCHITECT BIDDER-DESIGNED
EREVIEWIGPRIORATO FABRICATION AND INSTALLATIOPERMIT. CONTRACTOR
33. ALL GENERAL NOTES HEREIN APPLY TO ALL DRAWING SHEETS IN THEIR ENTIRETY AS IF FULLY REPRINTED ON EACH SHEET. ALL
GENERAL NOTES APPLY TO ALL SECTIONS OF THE WORK HEREIN DEPICTED FOR THIS PROJECT. NO ALLOWANCE WILL BE MADE FOR
THE GENERAL CONTRACTOR'S (OR THEIR SUBCONTRACTOR'S) FAILURE TO READ THESE NOTES AND APPLY THEM TO ALL PORTIONS OF
THE WORK DETAILED HEREIN.
PROVIDEDTBY OTHERS. INIFORMIOTHSC AND
UTILITY
ANY DISCREPIANIESTORHOCONFLICTSLENCOUNTEREDATED ON DRAWINGS
35. INSTALLATION OF FIXTURES AND CASEWORK INDICATED HEREIN SHALL NOT IN ANY WAY CONFLICT WITH THE REQUIREMENTS OF THE
I.B.C. OR OTHER SUCH BUILDING CODES OR STANDARDS THAT MIGHT APPLY.
36. SINKS INDICATED IN THESE DRAWINGS ARE FOR GENERAL INFORMATION AND HEALTH DEPARTMENT INFORMATION. FINAL LOCATION
OF ALL PLUMBING FIXTURES SHALL BE PER APPROVED PLUMBING PLANS FROM THE LOCAL BUILDING OFFICIAL.
39. PROPOSED FIRE SPRINKLER SYSTEM SHALL BE BIDDER DESIGNED BY AN APPROVED SUBCONTRACTOR. SAID SUBCONTRACTOR SHALL
FIREVJDURISDICDOCUMENTATION
ION. SAIDAS BCONTRACTOR SHALLCALSO PROVIDE SUCHRDOCIUMEENTAATIONTAS REQUIRED FOR OINSURANCECUNDERWRITING AND
APPROVALS AND THE ISSUANCE OF EITHER A FACTORY MUTUAL OR STATE SURVEY RATING BUREAU CERTIFICATE AS REQUIRED BY THE
OWNER.
FIRE MARSHAL APPROVALS:
1. PROVIDE KNOX BOX KEY ACCESS TO BUILDING AT STAIRWAY EXITS AS APPROVED BY THE FIRE MARSHAL'S OFFICE.
2. SEPARATE PERMITS ARE REQUIRED FROM THE FIRE MARSHAL'S OFFICE FOR SPRINKLERS AND FIRE ALARMS.
3. NFPA - 13 QUICK RESPONSE SPRINKLER SYSTEM CHARGED SYSTEM - DRY PIPES IN ATTIC SHALL BE INSTALLED.
4. ALARM SYSTEMS AS PER CURRENT CODES AND NFPA 72. AUDIBLE AND VISUAL ALARMS TO E INSTALLED IN UNITS, TOILETS, AND
PUBLIC SPACES.
D D D D
L=::�71 A
3 4 25TT=-T AVE S
FEDERAL WAY WAo 98003
ABBREVIATIONS
&
AND
F.D.
FLOOR DRAIN
L
ANGLE
F.E.
FIRE EXTINGUISHER
AT CENTERLINE
F.H.
FIRE HYDRANT
N
DIAMETER OR ROUND
FIN.
FINISH
L
PERPENDICULAR
FLASH.
FLASHING
#
POUND OR NUMBER
FLR.
FLOOR
FLUOR.
FLUORESCENT
ABV
ABOVE
FOUND.
FOUNDATION
AB
ANCHOR BOLT
FRM'G.
FRAMING
ACB
ACOUSTICAL BOARD
FT.
FOOT OR FEET
ACOUS.
ACOUSTICAL
FT'G.
FOOTING
AFF.
ABOVE FINISH FLOOR
FURR.
FURRING
AGGR.
AGGREGATE
GA.
GAUGE
ALUM.
ALUMINUM
GV.
GALVANIZED
ANOD.
ANODIZED
G.C.
GENERAL CONSTRUCTION
APPROX.
APPROXIMATE
GL.
GLASS
ARCH.
ARCHITECTURAL
GND.
GROUND
ASPH.
ASPHALT
GR.
GRADE
GP.
GROUP
BD.
BOARD
GWB.
GYPSUM WALL BOARD
BLDG.
BUILDING
GYP.
GYPSUM
BLK.
BLOCK
HDWR.
HARDWARE
BLK'G.
BLOCKING
HDCP.
HANDICAP
BM.
BEAM
HDWD.
HARDWOOD
B.U.R.
BUILT UP ROOF
H.B.
HOSE BIB
H.C.
HOLLOW CORE
CAB.
CABINET
H.M.
HOLLOW METAL
C.B.
CATCH BASIN
HORIZ.
HORIZONTAL
CEM.
CEMENT
HR.
HOUR
CH.
CHANNEL
HT.
HEIGHT
C.J.
CONTROL JOINT
I.B.C.
INTERNATIONAL BUILDING CODE
CLG.
CEILING
INST.
INSTALLATION
CLR.
CLEAR
INSUL.
INSULATION
C.O.
CLEAN OUT
INT.
INTERIOR
COL.
COLUMN
CONC.
CONCRETE
LAM.
LAMINATED
CONN.
CONNECTION
LB.
POUND
CONSTR.
CONSTRUCTION
LOC.
LOCATION
CONT.
CONTINUOUS
MATL.
MATERIAL
C.T.
CERAMIC TILE
MAX.
MAXIMUM
CTR.
CENTER
MECH.
MECHANICAL
CTSK.
COUNTER SUNK
MFR.
MANUFACTURER
DBL.
DOUBLE
M.H.
MANHOLE
DEPT.
DEPARTMENT
MIN.
MINIMUM
DET.
DETAIL
MISC.
MISCELLANEOUS
DIA.
DIAMETER
MTD.
MOUNTED
DIM.
DIMENSION
MTL.
NORTH
DN.
DOWN
DR.
DOOR
N.I.C.
NOT IN CONTRACT
D.S.
DOWN SPOUT
N0.
NUMBERN.T.S.
DWG.
DRAWING
NOT TO SCALE
E
EAST
O.C.
ON CENTER
EA.
EACH
/
0OPPH.
OVER
E.I.F.S.
EXTERIOR INSULATION
OPPOSITE HAND
AND FINISH SYSTEM
PL.
PLATE
E.J.
EXPANSION JOINT
PLYWD.
PLYWOOD
EL.
ELEVATION
P.P
POWER POLE
ELEC.
ELECTRICAL
R.
RADIUS OR RISER
ELEV.
ELEVATOR
R.D.
ROOF DRAIN
ENCL.
ENCLOSURE
REC.
RECOMMENDED
E.P.
ELECTRICAL PANEL
REF.
REFERENCE
EQ.
EQUAL
REINF.
REINFORCED
EQP.
EQUIPMENT
REQ'D.
REQUIRED
EXIST.
EXISTING
RM.
ROOM
EXPO.
EXPOSED
EXT.
EXTERIOR
SYMBOLS KEY
WALL SECTION
no. detail no. BUILDING SECTION
sheet sheet no. no' section no.
shee
DETAIL sheet no.
no. detail no.
sheet sheet no.
no. 1 , ELEVATION DATUM
+ft. -in. height above datum lane
INTERIOR ELEVATION porn 9 P
no. sheet no. detail no. building or site element located
sheet no.
no. �� SPOT ELEVATION
5 GRID LINES
A E-W lines numbered, N-S
lines lettered CENTER LINE
ODOOR SYMBOL PROPERTY LINE
door type no.
WALL SYMBOL REVISION
wall type It.
no.
WINDOW SYMBOL
window type It.
MATCH LINE
shaded portion faces side
considered
CODE REVIEW
THE GENERAL CONTRACTOR SHALL CONFORM TO ALL CODES,
ORDINANCES, ETC. WHICH HAVE JURISDICTION OVER THE WORK.
THE
CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH
THE LATEST REVISIONS OF ALL OTHER APPLICABLE CODES AND
ORDINANCES INCLUDING THE FOLLOWING:
APPLICABLE CODES:
2018 IBC
2018 IFC
-FIRE SAFETY DURING CONSTRUCTION & DEMOLITION
2018 IMC
2018 WASHINGTON STATE ENERGY CODE
2018 IEBC
2018 UPC
ICC A117.1-2009
BUILDING ZONE: -
OCCUPANCY: R-1
CONSTRUCTION: I -A
FIRE PROTECTION: NFPA 13
UNIT COUNT: 165 UNITS
STORIES: 8 STORIES
Al
R1
R1
R1
" s
R1
Al
R1
R1
"
R1/A3
R1/A3/B
PROJECT TEAM
OWNER:
PACIFIC HOSPITALITY LLC
32124 25TH AVE S
FEDERAL WAY, WA 98003
ARCHITECT
KAUL DESIGN ARCHITECTURE, PLLC
1733 FERNDALE AVE SE
RENTON, WA 98058
P: (206) 200-0015
BRAD KAUL
BRADKAUL®KAULDESIGNARCHITECTURE.COM
SEPARATE SUBMITTALS
N/A
LEGAL DESCRIPTION
STATE PLAT IN SEC 16-21-04 LOT 2 KCSP 887025 REC #8912140335 - AKA PROPOSED KCSP
887025 SD SP DAF - POR TRS 56-57-58 STATE PLAT IN SEC 16-21- 04 LESS S 640 FT THOF LESS
POR FOR SSH #5-A LESS POR FOR PLAT N B M DIV #1
PLAT BLOCK:
PLAT LOT: POR 56-57-58
VICINITY MAP
SHEET INDEX
ARCHITECTURAL
T101 COVER SHEET
,E �PLA
A1.0 STRUCTURAL NOTES
.1 SECTION
A1.2 PORTICO ELEVATIONS AND DETAILS
SCOPE OF WORK
SCOPE OF WORK:
- REMOVE MANSARD AROUND PERIMETER OF THE EXISITNG PORTE COCHERE
- BUILD NEW "MORE MODERN" LOWER PROFILE MANSARD
- PLACE NEW METAL SOFFIT ON CEILING OF EXISTING PORTE COCHERE WITH LED STRIP
LIGHTING
ENERGY CODE
EXTERIOR UN -HEATED SPACE - NO ENVELOPE REQUIREMENTS
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KAUL DESIGN ARCHITECTURE, PLLC
1733 FERNDALE AVE SE
RENTON, WA 98058
(206)200-0015
Registration
8037
' BRAD S. KAULF
STATE OF WASHINGrCN
Design Team
56K
Design
M5/BSK
Drawn
55K
Checked
KDA Project No.
Client Project No.
Owner
PACIFIC HOSPITALITY LLC
32124 25TH AVE S
FEDERAL WAY, WA 98003
Project
PORTE COCHERE REPAIR
EVERGREEN INN + SUITES
32124 25TH AVE S
FEDERAL WAY, WA 98003
Issue/Revision
No.
Date
Description
6-23-22
SCHEMATIC DESIGN
7-118-22
PERMIT SUBMITTAL
9-30-22
PERMIT RESUBMITTAL
Sheet Title
COVER
SHEET
I X-Ref Name I Path I
OCopyright 2018
KAUL DESIGN ARCHITECTURE, LLC
Sheet No.
22-103289-00-MF
0 RESUBMITT D
10/3/22
NORTHCITY OF FEDE
COMMUNITY DEVE OPW T T101
01
N
to
ON
CQ
z
CN
I-)
I
36"x36" PAINTED DIRECTIONAL ARROW
FIRE HYDRANT
KAUL DESIGN ARCHITECTURE, PLLC
1733 FERNDALE AVE SE
RENTON, WA 98058
(206) 200-0015
Registration
BRAD S. KAULF
STATE OF WASHINGTON
Design Team
55K
Design
MS/55K
Drawn
55K
Checked
KDA Project No.
Client Project No.
Owner
PACIFIC HOSPITALITY LLC
32124 25TH AVE S
FEDERAL WAY, WA 98003
Project
PORTE COCHERE REPAIR
EVERGREEN INN + SUITES
32124 25TH AVE S
FEDERAL WAY, WA 98003
Issue/Revision
No.
Date Description
6-23-22
SCHEMATIC DESIGN
7-18-22
PERMIT SUBMITTAL
9-30-22
PERMIT RESUBMITTAL
Sheet Title
SITE PLAN
I X-Ref Name I Path I
PLAN
1 of
= 309-0" c Copyright 2018
O KAUL DESIGN ARCHITECTURE, LLC
30 60 10 Sheet No.
22-103289-00-MF
RESUBMITTED
10/3/22
CITY OF FEDERAL 4Y A061
COMMUNITY DEVELOPANT
STRUCTURAL NOTES
THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE
ASTM'S NOTED ARE TO BE LATEST ADDITION see
resebmitted
GENERAL DESIGN CRITERIA 10/12/22 for
this sheet
1. DESCRIPTION
Building Name & Site Location — Food Mart, Aberdeen, WA
2. DESIGN CODE AND STANDARDS
2018 Edition of the International Building Code (IBC).
3. DESIGN LOADS
a. ROOF LIVE (SNOW) 25 FSF
ROOF I)EAC) 12 F5F
b. Seismic Ss = 1.52.9%, S1 = 77%g, le = 1.0, Site Class "D"
Basic Seismic Force Resisting System — Bearing Wall
System with light frame walls with shear panels.
C. Wind Load Basic winds speed ( 3 sec. Gust) = 100 mph
Exposure B
Importance factor Iw = 1.0
OSHA STANDARDS
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE
WITH THE OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM KDA OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE
MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT.
KAUL DESIGN ARCHI URE, PLLC
173 RNDALE AVE SE
RENTON, WA 98058
(206) 200-0015
Registration
:T
BRAD S. KAULO'
STATE OF WASHINGTON
STRUCTURA TEEL
Design Team
Structural steel Iled shapes and plates are to conform to ASTM A36, Fy=36,000 psi.
56K
Design
Structural tube colu s to conform to ASTM A500, Grade B, Fy=46,000 psi.
Machine bolts and anch bolts are to conform to ASTM A307, Grade A, with nuts conforming to ASTM A563, Grade A, hex type.
Welds not shown are to be 16" minimum continuous fillet. All welding is to be performed by WABO certified welders using fresh E70XX electrodes.
connections per AISC standards. olt hole sizes are to be in accordance with AISC specification.
Where not specifically shown by detail, provide bolted
MS/5e<
Drawn
56K
Checked
Shop prime all steel except steel embed in concrete. Exterior exposed steel is to be hot —dipped galvanized. During erection, shore and brace structural steel as required due to condition of in ation.
Expansion anchors are to be Hilti carbon stee wik Bolt —II or equal. When substitutions are used, the Contractor
shall submit manufacturer's literature
to the Architect describing the expansion chors and
-
KDA Project No.
listing IBC recognized allowable shear and tension lues. Bed base plates and bearing plates on 1-1/2" of non —shrink grout.
WOOD FRAMING
Structural timber and lumber is to be stress grade Hem —Fir or Douglas Fir (DF) as follows:
Client Project No.
Use Species Grade
owner
2x joists HF No. 2 or better
PACIRC FK)8RALffY LLC
4x and 6x beams and headers DF 2 or better
32124 25TH AVE S
2x wall framing DF No. 2 better
FEDERAL WAY, WA 98003
Grades are to conform with "WWPA Grading Rules for Western Lumber", current edition.
Bolt heads and nuts bearing against wood sill plates are to have cut washers. Wood bearing on or
installed within 1" of concrete is to be treated with an approved preservative. Joists are to be
supported laterally at the ends and at each support by solid blocking except where the ends of joists
Project
are nailed to a header, band or rim joist or to an adjoining stud or by other approved means. Solid
PORTE COCHERE REPAIR
blocking is not be less than 2 inches in thickness and the full depth of the joist. Solid —sawn
EVERGREEN INN + SUITES
rectangular lumber beams, rafters and joists are to be supported laterally to prevent rotation or lateral displace
nt. Typical bolts are to be 5/8"
diameter at 4' 0".o.c. with 7" embedment using minimum
32124 25TH AVE S
0.229" x3" xY plate washers unless noted otherwise. I FEDERAL WAY, WA 98003
Light gage metal framing connectors and their required fasteners are to be "Strong Tie" by Simps Company, or approved equal. All nail les are to be filled per manufacturer recommendation. All other
nailing is be per IBC Table No. 2304.9.1. Nails are to be galvanized common.
GLUE —LAMINATED LUMBER
Structural glue —laminated lumber is to be fabricated to the requirements of AITC 7-87, "Design Standard Specifications for Glue —Laminated Timber of Soft d Species" and Product Standard PS 56.
on 24F—V4 for si e beams. Laminated members are to be AITC certified with waterproof glue.
PLYWOOD
Conform with UBC Standard 23-2 (P.S. 1-908 All panels rated exposure 1. See plans for nailing and spacing.
Lumber is to be visually graded western spe>iwith
Roof Sheathing U.N.O.: 15/32", CDX 32/d (.148" Diameter) common nails with 1-1/2" minimum penetration. Provide plywood sheathing clips on unsupported e es midway between framing
members.
Wall Sheathing U.N.O.: 15/32", CDX 24/0d (.148" diameter) common nails with 1-1/2" minimum penetration.
Floor Sheathing U.N.O.: 23/32", T&G, CDXail with 10d (.148" diameter) x 2-1/2" long ringshank nails. Glue Plywood to supports and at T&G joints with adhesive conforming APA
Issue/Revision
No.
Date
Description
6-23-22
SCHEMATIC DESIGN
7-18-22
PERMIT SUBMITTAL
specification AFG-01.
Wood structural panel conformin o UBC STD 23-3 (P.S. 2-92) may be used in lieu of plywood. *** \ s�,l eet
Plywood roof, floor nd wall sheathing is to be C—D INT—APA (with exterior glue) per IBC bearing APA stamp. Minimum nail size is to be 8d common. Maximum nail spacing is to be 4" o.c. at all panel
edges and 12" o.c. at intermediate supports. STRUCTURAL
SPEC INSPECTIONS AND TESTS NOTES
E REQUIRED
I X-Ref Name I Path 1
Copyright 2018
O KAUL DESIGN ARCHITECTURE, LLC
22 103289-00-M F
RESUBMITTED
10/3/22 0
CITY OF FEDERAL 4Y
COMMUNITY DEVELOP NT
SIM TO
SIM TO
CV
\
0
I
CV
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
G.L. OF LIGHT STF
CV
O
CV
NEW PORTE COCHERE CEILING PLAN
_UMNS TO
3 (4
35ORDER
SAINT)
AL WITH
ISERTS
;OWS OF
16H
4R-STONE
DEMO PORTE COCHERE ROOF PLAN
1 /8"=1'-0"
L
VE
NG
AL
EE
l.15
15/32" PLYWOOD F t�
W/Sc1 e 6" O.G.
PANEL EDGE 612"
O.G. IN FIELD (U.N.O.)
I
DBL 2XIO I
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KAUL DESIGN ARCHITECTURE, PLLC
1733 FERNDALE AVE SE
RENTON, WA 98058
(206) 200-0015
Iz
.P
EXISTING TO REMAIN AS -IS
COLUMNS
EXISTING TO REMAIN AS -IS
CONC. FOOTING PER STRUCT.
IRegistration
BRAD S. KAULO'
STATE OF WASHINGTON
Design Team
5SK
Design
MS/5SK
Drawn
5SK
Checked
KDA Project No.
Client Project No.
Owner
PAaRC HOSPITALITY LLC
32124 25TH AVE S
FEDERAL WAY, WA 98003
Project
PORTE COCHERE REPAIR
EVERGREEN INN + SUITES
32124 25TH AVE S
FEDERAL WAY, WA 98003
Issue/Revision
No. Date Description
6-23-22 SCHEMATIC DESIGN
7-18-22 PERMIT SUBMITTAL
Sheet Title
PORTE COCHERE
PLANS
I X-Ref Name I Path I
Copyright 2018
O KAUL DESIGN ARCHITECTURE, LLC
Sheet No.
22-103289-00-MF
RESUBMITTED
10/3/22
CITY OF FEDERAL Y
A I , I
COMMUNITY DEVELOP NT
15/32" FRT PLYWOOD
NAIL SD GOM 6"/12"
METAL DRIP EDGE
REPLACED
WAL PARNJLDS METAL
GONT FRT 2XIO RIM
JOIST
REPLACED -----------
151b. BLD'G FELT OVER PLYWOOD
DRIP FL'G UJ/ SEALANT
TO REMAIN
cl
FLASHING TO REMAIN
CANT, STRIP TO REMAIN
TYP, ROOF SYSTEM TO REMAIN
EXIST METAL FRAME
X-ro STRIP LED LIGHT IN
1" CHAP
LIGHT GAUGE FRAMING
FLUSH METAL PANEL
COLUMN TO REMAIN BEYOND
ad 6 6" O.C.
A35 s 16" O.C.
FRT 2X4 6 10" O.G.
6'-1"
JOIST PER PLAN
5T#8-Sd TO RIM
CIO SCREWS TO METAL
STUD -9 48" O.C.
EXISTING STUD TO
REMAIN
V-0$$
(P PANEL WIDTH
12
1/5 SLOPE
f
A35 s
16" O.C.
2X4 STUD WALL
014 X 3-1/4" REAMER
TEK 9 16" O.C.
3 NEW PORTE COCHERE DETAIL
1 =l'-0"
NORTH/SOUTH PORTE COCHERE ELEVATION
1 /8"=1'-0"
1'-8 29/32"
10 1/2"
TPO FULLY ADHERED
ROOFING
ROOF NAILING PER
PLAN
6"
METAL FASCIA
METAL FASCIA
D5L RIM JOISTS
\—DRIP EDGE
I" FRT PLYWOOD
METAL FASCIA I
--LED STRIP LIGHTING
15/32" FRT PLYWOOD
NAIL 81D GOM 6"112"
DRIP EDGE
EXISTING METAL STUDS
TO REMAIN
EXISTING CHANNEL
TO REMAIN EX15
E.LF.S. SYSTEM
TO REMAIN
EAST/WEST PORTE COCHERE ELEVATION
1/8"=1'-0"
KAUL DESIGN ARCHITECTURE, PLLC
1733 FERNDALE AVE SE
RENTON, WA 98058
(206) 200-0015
Registration
BRAD S. KAULF
STATE OF WASHINGTON
Design Team
BSK
Design
MS/BSK
Drawn
BSK
Checked
KDA Project No.
Client Project No.
Owner
PACIFIC HOSPITALITY LLC
32124 25TH AVE S
FEDERAL WAY, WA 98003
Project
PORTE COCHERE REPAIR
EVERGREEN INN + SUITES
32124 25TH AVE S
FEDERAL WAY, WA 98003
Issue/Revision
No. Date Description
6-23-22 SCHEMATIC DESIGN
7-18-22 PERMIT SUBMITTAL
Sheet Title
PORTE COCHERE
EXISTING METAL STUDS ELEVATIONS AND
TO REMAIN
EXISTING CHANNEL SECTIONS
TO REMAIN
E.I.F.S. SYSTEM
TO REMAIN
X-Ref Name Path
Copyright 2018
Oc KAUL DESIGN ARCHITECTURE, LLC
Sheet No.
22-103289-00-MF
RESUBMITTED
10/3/22 A1,2
CITY OF FEDERAL Y
COMMUNITY DEVELOP NT