HomeMy WebLinkAbout17020 Smokey Point Blvd_BLD1992_2018
Permit Packet Coversheet
Community and Economic Development
City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551
Page 1 of 1
Permit Number: Permit Type:
Address/Parcel: Completed (Month/Year):
Land Use
Notice of Decision
Staff Report
Application
Narrative
Legal Description
Vicinity Map
Site Plan
Landscape Plan
Complete Streets Checklist
Traffic Impact Analysis
Snohomish County Traffic Mitigation Offer
WSDOT Traffic Offer Form
Tree Survey
Stormwater Drainage Report
Geotech Report
Critical Area Evaluation Form
SEPA Checklist
Public Notice Material
Noticing and Related Documents
Water / Sewer Availability Certificate
Unanticipated Discovery Plan Form
Aerial Photo of Site
Proposed Building Materials
Lighting Plans and Lighting Cut Sheets
Color Elevations
Design Matrix
Plat Map
Title Report
Lot Closures
Preliminary Civil Plans
Archaeological Survey
o Confidential Documents. Contact the
City to obtain.
Topography (Existing Conditions)
CC&R’s
Deeds / Easements / Conveyances
/Dedications
Developer’s Agreement
Recorded Copies
Bonding or Assignment of Funds
o Confidential Documents. Contact the
City to obtain.
Letters and Project Documents
Other:
Civil
Issued Permit
Application
Other Applications
Construction Calculation Worksheet
Approved Plans
Review Comment Form
Letters and Project Documents
Other Agency Permits
Reports:
o Drainage Report Pg:
o Stormwater Pg:
o Geotech Pg:
o All Other Reports
SEPA and Noticing Materials
Inspections
As-Builts
Other:
Building
Issued Permit
Application
Additional Applications
Approved Plans
Site Plan
Letters and Project Documents
Calculations
Project Specification Manuals
Reports
Certificate of Occupancy
Inspections
Other:
BLD1992 Commercial Mechanical
17202 Smokey Point Blvd December 2018
✔
✔
✔
✔
✔
45,000
17020 S MOKEY POINT BLVD 00482800000104
S MOKEY POINT PROPERTY LLC 111-111-1111
PO BOX 528 MEDINA WA 98039
1234@S MOKEYPOINTLLC.COM
425-821-1293
PO BOX 3205 KIRKLAND WA 98083
JEREMY@CFM-HVACR.COM
CFM HEATING AND COOLING 425-821-1293
PO BOX 3205 KIRKLAND WA 98083
S AME AS CONTACT
CFMHEHC969CD
2
2
INS TALL 2 NEW ROOFTOP AC U NITS
JEREMY MOELLER
02/28/2020
✔
JEREMY MOELLER
Jeremy Moeller
05/30/2018
A. CRITERIA
1.DESIGNED USING 2015 INTERNATIONAL BUILDING CODE (IBC)
2.RISK CATEGORY TYPE (IBC TABLE 1604.5) = II
B. ROOF LOADS
1.GROUND SNOW LOAD = 25 PSF
2.ROOF SNOW/LIVE LOAD = 25 PSF
3.ROOF DEAD LOAD = 20 PSF
4.ROOF DEFLECTIONS TL = L/180
5.ROOF DEFLECTIONS LL = L/240
C. SEISMIC LOADS
1.MAPPED SPECTRAL RESPONSE ACC. FOR SHORT PERIOD, SS = 1.089 G
2.MAPPED SPECTRAL RESPONSE ACC. FOR 1-SEC PERIOD, S1 = 0.425 G
3.DESIGN SPECTRAL RESPONSE ACC. COEFF. AT SHORT PERIOD, SDS = 0.773 G
4.DESIGN SPECTRAL RESPONSE ACC. COEFF. AT 1-SEC PERIOD, SD1 = 0.446 G
5.BUILDING SITE CLASS (IBC TABLE 1613.5.2)= D
6.SEISMIC DESIGN CATEGORY (IBC TABLE 1613.5.6(1 & 2))= D
7.SITE COEFFICIENT, FA (IBC TABLE 1613.5.3(1))= 1.064
8.SITE COEFFICIENT, FV (IBC TABLE 1613.5.3(1))= 1.575
9.SEISMIC IMPORTANCE FACTOR, IE = 1.00
10.RESPONSE MODIFICATION FACTOR, R = 6.5 (RTU)
11.ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE
D. WIND LOADS
1. WIND IMPORTANCE FACTOR, IW = 1.00
2. BASIC WIND SPEED (3-SECOND GUST)= 110 MPH
4.DESIGN WIND PRESSURE (RTU)= 47.8 PSF
3. WIND EXPOSURE = C
A. ALL STEEL CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF AISC, " AMERICAN INSTITUTE OF STEEL CONSTRUCTION",
AISC 341-10, " SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT NO 1, DATED 2010" AND AISC 360-10, "SPECIFICATIONS FOR
STRUCTURAL STEEL BUILDINGS".
B. STEEL DESIGNATIONS:
1. WIDE FLANGE SHAPES (BEAMS & COLUMNS)= ASTM A992 (GRADE 50)
2. OTHER ROLLED SHAPES & PLATE = ASTM A36 (U.N.O.) PIPE
3. COLUMNS = ASTM A53, GRADE 'B'
4. STRUCTURAL HSS TUBING = ASTM A500, GRADE 'B' 46 KSI
C. ALL ANCHOR BOLTS, BOLTS AND LAGS IN WOOD SHALL CONFORM TO ASTM A307 STEEL U.N.O. AND SHALL HAVE STEEL WASHERS BENEATH ALL NUTS AND BOLT
HEADS. IF A CERTAIN SITUATION IS NOT DETAILED USE A SIMILAR DETAIL. ALL STRUCTURAL BOLTS SHALL CONFORM TO ASTM A325-N. CONNECTIONS SHALL
GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF STEEL CONSTRUCTION.
D. STEEL FABRICATOR SHALL ALSO INCLUDE AND COORDINATE ALL STRUCTURAL STEEL SHOWN ON ARCHITECTURAL SHEETS WITH THAT OF THE STRUCTURAL
SHEETS, COORDINATE ANY STEEL NOT SHOWN ON STRUCTURAL DRAWINGS, CONTRACTOR TO VERIFY.
E. ALL BEAMS ELEVATIONS FOR JOISTS, BEAMS, AND COLUMN HEIGHTS SHALL BE COORDINATED AND VERIFIED BY THE CONTRACTOR. cw/ ARCH. ALL ELEVATIONS
MUST BE APPROVED BY ENGINEER AND ARCHITECT OF RECORD IN THE SHOP DRAWING REVIEW PROCESS.
F. ALL STEEL WELDING SHALL CONFORM TO AWS D1.1 WITH E70XX ELECTRODES.
G. PROVIDE HIGH STRENGTH GROUT UNDER ALL STEEL BASE PLATES, F'c = 5,000 PSI, MIN.
A. ALL WELDS ON MEMBERS COMPRISING THE SEISMIC-FORCE-RESISTING SYSTEM (MOMENT AND BRACE FRAMES) SHALL EMPLOY WELD FILLER METALS
CLASSIFIED FOR NOMINAL 70 KSI TENSILE STRENGTH, REFERRED TO AS E70 ELECTRODES, MEETING THE FOLLOWING MINIMUM MECHANICAL PROPERTY
REQUIREMENTS:
1. CVN TOUGHNESS OF 20 FT-LB AT 0°F, USING AWS A5 CLASSIFICATION TEST METHODS.
2. CVN TOUGHNESS OF 40 FT-LB AT 70°F, USING THE TEST PROCEDURES PRESCRIBED IN APPENDIX A.
3. YIELD STRENGTH: 58 KSI MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST (FOR E70 CLASSIFICATION ELECTRODES) AND THE TEST
PROCEDURES PRESCRIBED IN APPENDIX A.
4. TENSILE STRENGTH: 70 KSI MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST ( FOR E70 CLASSIFICATION ELECTRODES" AND THE TEST
PROCEDURES PRESCRIBED IN APPENDIX A.
5. ELONGATION: 22% MINIMUM, USING BOTH THE AWS A5 CLASSIFICATION TEST AND THE TEST PROCEDURES PRESCRIBED IN APPENDIX A.
A. ALL ELEVATIONS AND HEIGHTS GIVEN ARE FROM THE FINISHED FLOOR DATUM ELEVATION, WHICH IS SET AT 100'-0".
B. DO NOT SCALE DRAWINGS, CONTACT A.O.R. OR E.O.R. FOR DIMENSION CLARIFICATIONS PRIOR TO CONSTRUCTION.
C. VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN GRID LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO
POURING OF ANY CONCRETE FOUNDATIONS OR CONSTRUCTION.
D. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE
AUTHORIZED IN WRITING TO THE STRUCTURAL ENGINEER OF RECORD.
E. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL
STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS
HAS BEEN DESIGNED FOR FINAL CONFIGURATION.
F. NOTCHING AND/OR CUTTING OF ANY STRUCTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS
GIVEN BY THE STRUCTURAL ENGINEER OF RECORD.
G. IT IS NECESSARY THAT THE STRUCTURAL DRAWINGS BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS
TO HAVE A COMPLETE SCOPE OF WORK INVOLVED IN THIS PROJECT.
A. PER IBC SECTION 1709, STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY A REPRESENTATIVE FROM THE ENGINEER OF
RECORD'S OFFICE (TAMARACK GROVE ENGINEERING, PLLC) OR AN APPOINTED REPRESENTATIVE TO PERFORM ON-SITE
STRUCTURAL OBSERVATION VISITS DURING SIGNIFICANT TIMES OF CONSTRUCTION-RELATED TO OUR DEFERRED SUBMITTAL
SCOPE OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL SIGNIFICANT TIMES OF CONSTRUCTION
WITH THE ENGINEER OF RECORD'S OFFICE PRIOR TO THE COMPLETION POINT REQUIRING SITE OBSERVATIONS FOR THE
CONSTRUCTION AND/OR PLACEMENT (MINIMUM OF 4 CALENDAR DAYS). SIGNIFICANT TIMES OF CONSTRUCTION ARE AS
FOLLOWS:
1. CONCRETE FOUNDATION AND REBAR PLACEMENT.
2. PLACEMENT OF PERIMETER LOAD BEARING WALLS, LOAD SUPPORTING BEAMS, FLOOR FRAMING AND/OR HEADERS
AND LATERAL RESISTING CONNECTION ELEMENTS.
3. COMPLETION OF ROOF FRAMING AND LATERAL BRACING (SHEAR WALLS), PRIOR TO COVERING WITH ANY
ARCHITECTURAL FINISHES.
4. COMPLETION OF ALL STRUCTURAL SYSTEMS AS REQUIRED AND/OR DEFINED BY THE LOCAL JURISDICTION.
B. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE SPECIAL INSPECTIONS REQUIRED BY
THE IBC SECTION 1704 OR OTHER SECTIONS OF THE CODE AS REQUIRED BY THE LOCAL BUILDING JURISDICTION.
C. STRUCTURAL OBSERVATIONS REQUIRED IN OBSERVANCE OF SECTION 1704 OR PER LOCAL JURISDICTION.
A. CONTRACTOR SHALL VERIFY ANY AND ALL APPLICABLE EXISTING CONDITIONS, CONSTRUCTION, DIMENSIONS
AND ELEVATIONS AND IMMEDIATELY NOTIFY ARCH. AND EOR OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH ANY CONSTRUCTION.
A. AS REQUIRED BY THE LOCAL JURISDICTION.
ABBREVIATIONS
LC
INCH
INSULATION
INTERIOR
JOINT
KNOCKOUT
CENTERLINE
DIAMETER OR ROUND
RENOVATE
NEW
FUTURE
EXISTING HEATING VENTILATING AND AIR
CONDITIONING
LINEAL FEET OR FOOT
LAMINATE
LOW POINT
MACHINE BOLT
POUNDS
MANHOLE
SQUARE
MECHANICAL
MAXIMUM
METAL
MANUFACTURER
MISCELLANEOUS
MINIMUM
BOTTOM OF
BETWEEN
BOTTOM OF CONCRETE
ARCHITECTURAL
ALTERNATIVE
ADJUSTABLE
ALUMINUM
AGGREGATE
ABOVE
APPROXIMATE
NUMBER OR POUND
AT
ANCHOR BOLT
ABOVE FINISH FLOOR
NOT IN CONTRACT
MATERIAL
NORTH
NOT TO SCALE
NUMBER
NOMINAL
NEAR SIDE
OVER
OVER ALL
OVERHEAD
OUTSIDE DIAMETER
OPPOSITE HAND
OPENING
ON CENTER
NEAR SIDE
BOTTOM
COLUMN
CONCRETE OPENING
CONCRETE MASONRY UNIT
CAST IRON
CAST IN PLACE
CENTER TO CENTER
CLEAR
COUNTERSUNK
CEILING
BEAM
BLOCK
BUILDING
BOARD
BUILT-UP
MOUNTED
LAMINATED VENEER LUMBER
LONG LEG VERTICAL
LONG LEG HORIZONTAL
MASONRY OPENING
PERPENDICULAR
PROPERTY LINE
PARTICLE
OPPOSITE
OUNCE
POINT
PLATE
PLYWOOD
RADIUS OR RISER
ROOF DRAIN
REINFORCE(D)
REQUIRED
ROUGH OPENING
CORRIDOR
ECCENTRICALLY BRACED FRAME
EACH
DRAWING
DOWN
DIMENSION
EXPANSION JOINT
EXPANSION BOLT
DEFORMED BAR ANCHOR
DETAIL
DEEP
DIAGONAL
DIAMETER
COORDINATE WITH
CONTINUOUS
STAINLESS STEEL
SOLID CORE
SECTION
SHEET
SCHEDULE
STRUCTURAL
SQUARE
STANDARD
SYMMETRICAL
TOP OF BEAM
SUSPENDED
SPECIFICATIONS
FACE OF MASONRY
FACE OF TREAD
FACE OF STUDS
ELEVATOR
FACE OF CURB/CONCRETE
FACE OF
FLAT BAR
EXTERIOR
EXPANSION
EQUIPMENT
FACE OF FINISH
FLOOR DRAIN
EQUAL
ELECTRICAL
ELEVATION ROOM
SQUARE FEET OR FOOT
REFERENCE (CW/)
TONGUE & GROOVE
SIMILAR OR SIMILAR TO
PRE-ENGINEERED METAL BUILDING
PARALLEL STRAND LUMBER
TOP OF DECK
TOP OF SLAB
TOP OF MASONRY
TYPICAL
THICKNESS
TOP OF WALL
VERIFY IN FIELD
VERTICAL
WITHOUT
WIDE
WOOD
WITH
HIGH
HEADED CONCRETE ANCHOR
HORIZONTAL
HIGH POINT
GALVANIZED
FURRING
GAUGE OR GAGE
FIRE TREATED WOOD
GYPSUM
FLOOR(ING)
FOOTING
FLASHING
FINISH
FAR SIDE
FOOT OR FEET
WORK POINT
HEIGHT
INSIDE DIAMETER
HOUR
WELDED WIRE FABRIC
UNLESS OTHERWISE NOTED
UNLESS NOTED OTHERWISE
UNIFORM BUILDING CODE
FOUNDATION
TOP OF CURB/CONCRETE
CONCRETE
PART.
CORR.
U.B.C.
U.N.O.
U.O.N.
P.S.L.
PRE-ENG.
W/
H.
HR.
HT.
I.D.
H.C.A.
HORIZ.
H.P.
W.W.F.
WD.
W.P.
W.
W/O
F.O.M.
GALV.
FURR.
GA.
FTW.
GYP.
FL.
FTG.
FLASH.
FDN.
FIN.
F.S.
FT.
F.O.T.
F.O.S.
ELEV.
F.O.C.
F.O.
F.B.
EXT.
EXP.
EQUIP.
F.O.F.
F.D.
EQ.
E.B.E.
ELEC.
EL.
EA.
DWG.
DN.
DIM.
E.J.
E.B
D.B.A.
DET.
D.
DIAG.
DIA.
CW/
SIM.
T.O.M.
T.O.S.
V.I.F.
TYP.
THK.
T.O.W.
VERT.
SYM.
T&G
T.O.C.
T.O.D.
T.O.B.
SUSP.
STRUC.
STD.
SQ.
SPECS.
RE:
S.F.
S.S.
S.C.
RM.
REQ'D.
REINF.
SHT.
SECT.
SCHED.
PLYWD.
PL.
P/L
R.O.
R.D.
R.
PT.
HVAC
LVL
BOT.
COL.
CONT.
CONC.
C.O.
CMU
C.I.
C.I.P.
C.C.
CLR.
CNTRSK.
CLG.
#
B.O.
B/T
BM.
BLK.
BLDG.
BD.
B.U.
B.O.C.
ARCH.
@
ALT.
ADJ.
ALUM.
AGG.
ABV.
APPROX.
A.F.F.
A.B.
(R)
(N)
(F)
(E)
MIN.
N.S.
O.A.
O/
O/H
OZ.
OPP.
OPNG.
O.H.
O.D.
O.C.
NOM.
NO.
MISC.
N.T.S.
N.I.C.
N
MTRL
N.S.
MT'D
L.P.
LAM.
MFR.
MET.
MECH.
MAX.
M.O.
M.H.
M.B.
LBS.
L.F.
K.O.
JT.
INT.
INSUL.
IN.
L.L.H.
L.L.V.
TRUSS JOIST I-JOISTTJI
EDGE NAIL(ING)E.N.
DOUGLAS FIRD.F.
BOUNDARY NAIL(ING)B.N.
LAMINATED STRAND LUMBERLSL
∅
□
T
HOLLOW STRUCTURAL STEELH.S.S.
GENERAL STRUCTURAL NOTESGSN
ENGINEER OF RECORDEOR
EDGE SCREWES.
TGE
fax
web
The drawings and plans set forth on this set
as instrument of service are, and shall
remain, the property of Tamarack Grove
Engineering. Use of this drawing is limited
to a specified project for persons named
hereon. Any use or reuse of said drawings
is strictly prohibited without written
permission of Tamarack Grove Engineering.
sheet title:
symbol revision date
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
FIRM NO. 603490470
Drawn By:
Dwg Date:
Checked By:
Job No:
firm
GENERAL
STRUCTURAL
NOTES
17020 SMOKEY POINT
BLVD.
ARLINGTON, WA 98223
SMOKEY POINT
HABITAT FOR
HUMANITY
S1.0
DDH
AJB
4-24-18
TGE18-10181
1 DESIGN CRITERIA
2 STRUCTURAL STEEL
3 STRUCTURAL WELDS
4 GENERAL STRUCTURAL NOTES
5 STRUCTURAL OBSERVATIONS
6 EXISTING CONDITIONS
7 SPECIAL INSPECTIONS AND TESTING
SHEET LIST
SHEET
NUMBER SHEET NAME
S1.0 GENERAL STRUCTURAL NOTES
S2.0 PARTIAL ROOF FRAMING PLAN
S3.0 STRUCTURAL DETAILS
18
04/24/18
UP
(E
)
O
W
S
J
@
6
'
-0"
O
.
C
.
(G
.
C
.
T
O
V
E
R
I
F
Y
)
,
T
Y
P
.
WEB STIFFENERS @ ANGLE
BLOCKING BEARING LOCATIONS,
TYP., RE: /5 S3.0
(E) COLUMN TO
REMAIN, TYP.
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(E
)
J
O
I
S
T
G
I
R
D
E
R
(G
.
C
.
T
O
V
E
R
I
F
Y
)
(N) RTU #3 WEIGHING APPROX.=1,450 lbs.,
w/ (N) L4x4x1/4 MECHANICAL UNIT
SUPPORT FRAMING, TYP., RE:
FOR ROOF DECK SUPPORT FRAMING
AT OPENINGS, RE:
FOR CURB ATTACHEMENT, RE:
/1 S3.0
(N) RTU #3 WEIGHING APPROX.=1,450 lbs.,
w/ (N) L4x4x1/4 MECHANICAL UNIT
SUPPORT FRAMING, TYP., RE:
FOR ROOF DECK SUPPORT FRAMING
AT OPENINGS, RE:
FOR CURB ATTACHEMENT, RE:
/1 S3.0
/3 S3.0
/3 S3.0
/4 S3.0
/4 S3.0
WEB STIFFENERS @ ANGLE
BLOCKING BEARING LOCATIONS,
TYP., RE: /5 S3.0
G.C. TO VERIFY
55' - 7 7/8"
G.C. TO VERIFY
46' - 8"
G.C. TO VERIFY
30' - 1 3/4"
G.C. TO VERIFY
24' - 0"
G.C. TO VERIFY
29' - 7 1/4"
G.
C
.
T
O
V
E
R
I
F
Y
20
'
-
1
0
1
/
4
"
G.
C
.
T
O
V
E
R
I
F
Y
40
'
-
2
1
/
4
"
G.
C
.
T
O
V
E
R
I
F
Y
40
'
-
8
1
/
4
"
G.
C
.
T
O
V
E
R
I
F
Y
31
'
-
5
3
/
8
"
G.
C
.
T
O
V
E
R
I
F
Y
71
'
-
9
"
TGE
fax
web
The drawings and plans set forth on this set
as instrument of service are, and shall
remain, the property of Tamarack Grove
Engineering. Use of this drawing is limited
to a specified project for persons named
hereon. Any use or reuse of said drawings
is strictly prohibited without written
permission of Tamarack Grove Engineering.
sheet title:
symbol revision date
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
FIRM NO. 603490470
Drawn By:
Dwg Date:
Checked By:
Job No:
firm
PARTIAL ROOF
FRAMING PLAN
17020 SMOKEY POINT
BLVD.
ARLINGTON, WA 98223
SMOKEY POINT
HABITAT FOR
HUMANITY
S2.0
DDH
AJB
4-24-18
TGE18-10181
N
SHEET NOTES:
·REFER TO GENERAL STRUCTURAL NOTES ON SHEET S1.0 FOR ADDITIONAL INFORMATION.
·REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL MECHANICAL UNITS.
·COORDINATE LOCATION OF ALL RTU'S WITH MECHANICAL E.O.R. SO THAT THE OPENINGS DO NOT
INTERFERE WITH (E) FRAMING.
·G.C. TO VERIFY JOIST SIZE AND SPACING. IT IS THE G.C.'S RESPONSIBILITY TO NOTIFY THE EOR OF ANY
DISCREPANCY IN THE MEMBER SIZES NOTED IN PLANS.
·G.C. TO VERIFY COLUMN LOCATIONS AND SIZES, TYP.
3/32" = 1'-0"1 PARTIAL ROOF FRAMING PLAN
18
04/24/18
2A
S3.0
2B
S3.0
(E) ROOF JOIST OR
GIRDER
(N) L4x4x1/4 PERIMETER ROOF
TOP UNIT SUPPORT BLOCKING, TYP.,
CENTERED ON UNIT CURB, TYP.
CENTERLINE OF
MECHANICAL UNIT CURB
FOR DECK SUPPORT FRAMING
AT MECHANICAL OPENINGS
LARGER THAN 12" DIA. OR
12"x12" SQ., RE:
FOR MECHANICAL OPINING
LOCATIONS, RE: MECHANICAL
/3 S3.0
3/16 TYP.
PERIMETER ROOF TOP UNIT BLOCKING
(E) ROOF DECK
(E) ROOF JOIST OR GIRDER, TYP.
NOTE:
FOR JOIST WEB STIFFENERS AS REQUIRED
FOR UNITS INDICATED ON PLANS,
RE: (NOT SHOWN FOR CLARITY)/5 S3.0
COPE (N) ANGLE
@ EACH END TO ENSURE FULL
LENGTH WELDS @ (E) JOIST
3/16 TYP.
PERIMETER ROOF TOP UNIT BLOCKING
(E) ROOF DECK
GREATER THAN 6"
(E)OPEN-WEB STEEL
JOIST
L2x2x1/4 FROM TOP LOAD POINT TO
BOTTOM CHORD PANEL POINT, BOTH SIDESTO
P
C
H
O
R
D
LO
A
D
P
O
I
N
T
1/4TYP.
NOTE:
TYPICAL STEEL JOIST REINFORCING WHERE CONCENTRATED
LOADS EXCEED 100LBS BETWEEN PANEL POINTS
.
HANGING THE LOAD IF NOT AT
BOTTOM CHORD PANEL POINT
L2x2x1/4 FROM BOTTOM LOAD POINT TO
TOP CHORD PANEL POINT, BOTH SIDES
BOTTOM CHORD
LOAD POINT
PRE-FABRICATED CURB
FASTEN TO STRUCTURE w/ #10
SCREWS @ 12" O.C. OR 1/2" DIA.x6"
LONG LAG SCREW @ EA. CORNER
DECKING
ROOFING
BLOCKING
COUNTER FLASHING
FASTEN EQUIPMENT BASE
TO PRE-FABRICATED CURB w/
#10 TEK SCREWS @ 12" O.C.
WOOD NAILER
1/4" NEOPRENE FOAM GASKET
ROOF TOP UNIT
2A
S3.0
2B
S3.0
(E) ROOF JOIST OR
GIRDER
NOTE:
REFER TO ARCHITECTUAL AND
MECHANICAL DRAWINGS FOR NUMBER
SIZE AND LOCATION OF ROOF OPENINGS,
PROVIDE STEEL FRAME FOR ALL OPENIGS
LARGER THAN 12" DIA. OR 12"x12" SQ.
(N) L2 1/2x2 1/2x3/16
DECK SUPPORT FRAMING, TYP.
SIM.
SIM.
TGE
fax
web
The drawings and plans set forth on this set
as instrument of service are, and shall
remain, the property of Tamarack Grove
Engineering. Use of this drawing is limited
to a specified project for persons named
hereon. Any use or reuse of said drawings
is strictly prohibited without written
permission of Tamarack Grove Engineering.
sheet title:
symbol revision date
812 S. La Cassia Drive
Boise, ID 83705
(208) 345-8941
(208) 345-8946
www.tamarackgrove.com
FIRM NO. 603490470
Drawn By:
Dwg Date:
Checked By:
Job No:
firm
STRUCTURAL
DETAILS
17020 SMOKEY POINT
BLVD.
ARLINGTON, WA 98223
SMOKEY POINT
HABITAT FOR
HUMANITY
S3.0
DDH
AJB
4-24-18
TGE18-10181
1" = 1'-0"1 MECHANICAL UNIT/CURB SUPPORT FRAMING
1" = 1'-0"2A UNIT/CURB SUPPORT FRAMING SECTION
1" = 1'-0"2B UNIT/CURB SUPPORT FRAMING SECTION
1" = 1'-0"5 JOIST WEB STIFFENERS
1 1/2" = 1'-0"4 EQUIPIMENT TO CURB DETAIL (STEEL)
1" = 1'-0"3 ROOF DECK SUPPORT FRAMING
18
04/24/18