Plans.pdfGENERAL NOTES
1. These drawings have been prepared primarily to safeguard against major structural damage and loss of life, not to limit damage or maintain function -as per requirements of the
current accepted building code as listed in the Basis for Design.
2. An experienced licensed contractor with a working knowledge of applicable codes and industry accepted standard practices shall perform the work depicted in these drawings.
3. All work shall conform to the minimum standards of the current governing building code and industry specific specifications and standards. The contractor shall comply with
requirements of all regulatory agencies with authority over any portion of the work. Work not explicitly shown on these drawings shall conform to all applicable codes and
accepted standard practices.
4. The contractor shall verify all dimensions, elevations and conditions on these drawings with the architectural and all other discipline drawings prior to start of construction. Notify
architect or FOR in writing before the start of construction regarding discrepancies, omissions or variations, or they shall become the sole responsibility of the contractor. Notes
and the specific details on these drawings take precedence over general structural notes and typical details.
5. Construction methods are not indicated on these drawings. The contractor shall be solely responsible for all methods, sequences and procedures of construction. The
contractor shall provide adequate shoring, bracing, formwork, etc. as required for the protection of life and property during construction.
6. Openings, pockets, etc. larger than 6 inches shall not be placed in structural members unless specifically detailed on these drawings. When drawings by others show Items in
structural members not shown on the structural drawings, notify the engineer in writing to determine correct disposition.
7. Site visits by the FOR are a resource for the contractor and shall not be considered as special inspections.
8. General inspection and special inspection shall be performed during construction as required by the local governing municipality.
BASIS FOR DESIGN
1. Governing Building Code: 2012 International Building Code
2. Occupancy Category: II
3. Roof Loads:
Dead Load = self weight + 2.0 psf misc. dead load
Live Load = 20 psf
Snow Load = 25 psf (minimum required snow load)
4. Wind Design:
Basic Wind Speed = 110 mph
Wind Exposure = C
Mean Roof Height = less than 15'-0"
5. Seismic Design:
Wind loads govern lateral structural design.
STRUCTURAL STEEL
1. Structural steel members shall conform to the following standards and material properties, U.N.O.:
Standard steel shapes:
ASTM A36 (36 ksi)
Rolled wide flange sections:
ASTM A992 (50 ksi)
Bars and plates:
ASTM A36 (36 ksi)
Tubes and pipes:
ASTM A500 Grade B (46/42 ks!)
Standard pipes:
ASTM A53 Grade B (35 ks!)
Cold formed tubes, studs, etc.:
ASTM A653 (50 ksi)
High strength bolts:
ASTM A325
All other bolts:
ASTM A307
2. Where steel beam is used in connection to wood framing, a 3x DF-L stud grade plate will be bolted to the top flange with 1/2" dia. bolts staggered at 24" o.c.
3. Structural steel shall be fabricated and erected in accordance with AISC specifications or the design fabrication and erection of structural steel buildings.
4. All welds shall be minimum 1/8" E70XX all around weld, U.N.O.
5. Welders shall be AWS certified or equivalent (WAVO). All welding shall use E70 series low hydrogen electrodes. All welding shall conform to the latest American Welding
Society standards; welds on drawings are shown as shop welds. Contractor may shop weld or field weld at his discretion. All full penetration welds shall be tested and certified
by an independent testing laboratory.
6. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High -strength bolts shall be snug tightened
using any AISC approved method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high -strength bolts shall be
installed with washers.
7. All expansion or epoxy bolts shall have current ICBO/ICC rating for material into which installation occurs. Headed studs shall conform to all requirements of the latest edition of
the "recommended practices for stud welding" and the "structural welding code" published by AWS. All bolts, anchor bolts, expansion bolts, etc, shall be installed with steel
washers at face of wood.
8. Grout beneath column bases or bearing plates shall be 5000 psi minimum non -shrink flowable grout or drypack. Install grout under bearing plates before framing members are
installed. At columns, install grout under base plates after column has been plumbed but prior to floor or roof installation. Grout depth shall be sufficient to allow grout or
drypack to be placed beneath plate without voids.
9. Welded moment frame connections shall comply with the following requirements:
Access holes shall be smooth and free of notches.
Minimum preheat per AWS requirements shall be maintained for all welds including tack welds. Verify preheat with temperature indicating crayons.
Weld material shall comply with Charpy V-Notch requirement of 20 ft-lbs at -20" F.
End dams are not allowed.
All weld layers shall be completed full width of flange before new layer is started.
Maximum layer thickness equals 1I/<", maximum bead width equals 5/8".
Grind edges of weld smooth and flush with edges of abutting parts.
Notches or grooves shall be filled and ground smooth.
10. All misc. welds not noted, including stiffeners, misc. plates, etc. shall be per AISC manual table J2.4.
STRUCTURAL ALUMINUM
1. All aluminum alloys shall be minimum 6061-T6 with minimum tensile yield stress 35 ksi, U.N.O.
2. All aluminum welds shall conform to current aluminum specifications,
3. Aluminum parts shall be welded with an inert gas shielded arc or resistance welding process. No welding process that requires a welding flux shall be used. Only filler alloys
complying with the governing code and specifications requirements shall be used.
4. All welds of structural members shall be performed by welders qualified in accordance with the governing code procedures.
5. Welding of aluminum shall be in accordance with nationally recognized standards.
6. Oxygen cutting of aluminum alloys shall not be permitted.
7. Where aluminum alloy parts are in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials likely to be continuously or
intermittently wet, the faying surfaces shall be painted or otherwise separated in accordance with the current aluminum specifications.
6. During erection, structural aluminum shall be adequately braced and fastened to resist dead, wind and erection loads.
Fasteners
1. Screws shall be ITW Buildex screws per ICC report ESR-1976 or other equivalent screws with current ICC report.
2. Screws which are removed shall be replaced with a larger diameter screw where replacement is made into an existing hole. Replace all screws which strip out material.
3. Screws shall be spaced no closer than 5/8" o.c, and maintain a minimum free edge distance of 1/2", U.N.O.
4. Clip angles or flat clips used for attachment shall be a minimum of 33 mils, U.N.O. Size all clip angles and flat clips to maintain minimum screw spacing and edge distances as
noted above.
5. All screws #8 and larger shall have a minimum head size of 5/16". All screws shall have sufficient length to ensure penetration into aluminum/steel by at least (2) full diameter
threads.
6. All screws shall be a minimum of #8 self -tapping screws, U.N.O.
7. All anchors installed into concrete shall be Hilt! KB TZ expansion anchors (ESR-1917) or Hilt! HIT -RE 500-SD adhesive anchors (ESR-2322). All anchors installed into CMU
shall be Hllli KB III expansion anchors (ESR-1385) or Hilt! HIT HY-70 adhesive anchors (ESR-2682). Approved equivalent anchors with current ICBO/ICC reports may be used
at the contractor's discretion.
8. All bolts shall be installed as bearing -type connections with threads excluded from shear plane (type "x" connection), U.N.O. High -strength bolts shall be snug tightened using
any AISC approved method and do not require special inspections unless noted otherwise. All bolts in slotted or oversize holes and all high -strength bolts shall be installed
with washers.
SPECIAL INSPECTION
1. All required special inspections shall be performed in accordance with the current accepted building code. Check with the local building department for required special
inspections.
2. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the local building department, for the inspection of the particular type
of construction or operation requiring special inspection.
3. The special inspector shall inspect the work assigned for conformance with the approved contract drawings and specifications. The special inspector shall furnish inspection
reports to the local building department, the FOR and other designated persons required by the governing building official. All discrepancies shall be brought to the immediate
attention of the contractor for correction, and then if uncorrected in a reasonable period of time, the FOR and the building official shall be notified. The special inspector shall
submit a final signed report stating whether the work requiring special inspection was, to the best of the inspectors knowledge, constructed in conformance with the approved
plans and speclflcations and the applicable building code provisions
4. Inspectors shall inspect from an approved set of contract drawings, shop drawings shall not be used in lieu of the approved contract drawings for inspection purposes.
5. Certificate of approval regarding materials and inspection of prefabricated items shall be provided in accordance with the current accepted building code.
03.11.2016
HW Engineering
Hongyu Wang, P.E., S.E.
10530 Hope Mills Drive
Las Vegas, NV 89135
Phone: 702-202-0061
Fax: 702-221-9962
Email: hongyu@hwengineeringUSA.com
www.hwengineeringUSA.com
Rainier Wwbies, LW
18375 wr icke. S.
Tuky&,WA 088
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.rainier.com
Original design concepts are protected
under Federal Copyright Laws and are
the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR -RAINIILO660P
ELECTRICAL CONTRACTOR - RAINlIL948OF
Woodman
Consbuon
22828100th Ave W
Endmonds, WA98036
Revisions
REV.
IDESIGNERI
DATE
A
I Chad S
2/25/2016
yyetal Awning
art gon
Enaineerina Notes
DrawingTllle -
366306-1-1
RI Job Number
Issue Date / By
PO.00
Sheet Number
Deliverables
anopy
Proposed New Canopy
Existing Trash
Compactor
Existing Ground
Isometric View of Assembly
10 1210-0014
j RECT, Aluminum, 2" x 4" x 1/4" w all x 20'
20 1210-0011
;SQ Tube, Aluminum, 1" x .110" Wall x 25'
i
30 2" X 2" Alum Angle
Angle, 6063-T52 Aluminum, 2" x 2" x 3/16", 16'
35 3" x 4" Steel Angle
Angle, Steel, 3" x 4" x 1/4", 20' Length
37 3" Steel Pipe
I Pipe, Steel, 3" SCH40, 21'-0" Length
4013-1/2" Steel Pipe
3 1/2" SCH40 Steel Pipe. 2T-0" Long
50I1110-0013
!Sheet, Steel, 4' x 8' x 1/4"
70�
Nu- Ray NRM 1000
INu-Ray NRM-1000 Standing Seam Roofing 134-1/2" Length. Color: Deep Blue Sea
i 75ITop
Flashing
`Top Flashing, Custom Bent
771Gable
Flashing
!Gable Flashing, Custom Bent
801 Gutter
I
!Model #24002025120. 5" x 10' Long K-Style Black Aluminum Gutter
I 90lGutter End Caps
:Model #5ENLBL & 5ENRBL. 5" Black Aluminum End Caps, (1 Left & 1 Right).
951
Dow nspout
Model #24019025120, 2" x 3" x 10' BlackAluminum Downspout
100I
Dow nspout Elbow
Model #3AEBL. 2" x 3" Black Aluminum Dow nspout A Elbow
File Name:
Existing Wall
Exisitng Concrete
Wall
Remainder of Roofing / Gutter Omitted
for Canopy Structure Clarity
Compactor guide rails to be extended
to face of canopy
to allow appropriate placement of unit
Sheet Index
#
Drawing Title
Affected Departments
1
Scope of Work
2
Site Plan
3
Plot Plan
4
Elevation View
5
End Views
6
Attachment Details
1
7
Attachment Details Cont.
1
8
Awning Assembly
M
9
Awning Frame Iso
M
10
Awning Frame Views
M
11
Leg Details
M
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
wvvw.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR- RAINHI-0660P
ELECTRICAL CONTRACTOR - RAINlIL948OF
Woodman
Construction
REVISIONS
REV.
DESIGNER
DATE
Awning
Part
Metal Awning
Part Description
Scope of Work
Drawing Title
366306-1-1
Rt Job umber
Issue Date / By
P 1.00
Sheet Number
Plot Plan
Scale: 1132" = 1'-0'
man Construction\366306-1-1 - (1) Metal Marquee\Urawinq\Site Plan -
RainierIndushies, Lid
18375 Ofyrrlpic Ave. S.
Tuk*,WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.rainier.com
Original design concepts are protected
under Federal Copyright Laws and are
the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR - RAIN11LO66QP
ELECTRICAL CONTRACTOR - RAINlIL946QF
Woodman
Construon
Revisions
REV.
IDESIGNERI
DATE
B
I Chad S
4/27/2016
Canopy
Metal
Part Description
Si ie 1.
r�awmg I e
366306-1-1
RI Job Number
Issue Date I By
P2.00
Sheet Number
Plot Plan of Assembly
RAINIER
Rainier Industries, Ltd
18375 Olympic Ave. S,
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR -RAINIILO66QP
ELECTRICAL CONTRACTOR - RAINlIL998OF
Woodman
Construction
REVISIONS
Guide Rail Extensior
per hauler request REV. DESIGNER DATE
Awning
Part
Metal Awning
'rari D-COptiell
Scope of Work
Drawing Title
366306-1-1
RI Job Number
Is— Dale / By
File Name:
P3.00
Sheet Number
hrouna (In rronT oT Wall) tLeyaTIOn view oT Assemply r-XISTIng l-anCfeTe VVall
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR-RAINIIL0660P
ELECTRICAL CONTRACTOR - RAINlIL996OF
Woodman
Construction
REVISIONS
REV. DESIGNER FDATE
Awning
Part
Metal Awning
Part Description
Scope of Work
Drawing Title
366306-1-1
R1 Job Number
issue Date; By
File Name:
P4.00
Sheet Number
ing
Left Side of Assembly
Proposed N
1364"
Existing Concl
(By umeis)
Right Side of Assembly
Cxlsnny IIUSII I-UITIPUUIUr
(By Others)
03.11.2016
4�-
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rciinier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR - RAINIIL066QP
ELECTRICAL CONTRACTOR - RAINlIL940OF
Woodman
Construction
REVISIONS
REV. DESIGNER I DATE
Awning
Part
Metal Awning
Part Description
Scope of Work
Drawing Title
366306-1-1
RI Job Number
Issue Date / By
P5.00
Sheet Number
Nu -Ray NRM 1000
Standing Seam Roofing
92240A640 - 0.375-16 S.S. Cap Screw
w/ Locknut. (2) Per Leg Angle to
Frame Connection
Awning Rafter
3"x4"x 1/4"Thick
Steel Angle
Welded to Stem
3" Sch 40 Steel Pipe Stem
Welded to Angle
TYP.
IV
92240A645 - 0.375in-16 S.S Cap Screw
w/ Locknut. (1) Per Leg Connection
3-1/2" Sch 40 Steel Pipe Leg
Welded to Baseplate
—L Hilti KB-TZ 3/8" x 5"
S.S Expansion Anchor
--------- 2" Minumim Embedment
I (2) Every Leg
SECTION J-J - Leg Attachments
SCALE 1 : 4
TYP.
IV
4"x9"x 1/4"Thick
Steel Baseplate
Welded to Leg
Existing Concrete Wall
(By Others)
Nu-Ray
Stand
1"x 1" Awni
Pul
Awninc
2"x2"x3/16"T
Welded to Top Bar
L x 4 P IUrTI l op Dar
Welded to Rafter
Existing Wall
Hollow CMU)
Sy Others
x 1.75" Tapcon
:hor for CMU
ry 24" O.C.
3/8" x 5" Long S.S
All Thread w/
Hilti HY-70 Epoxy
2" Min. Emb.
Every 24" O.C. Top Bar
DETAIL N - Upper Awning, Flashing & Roofing Attachments
SCALE 1 :4
03.11.2016
Rainier Industries, Ltd
18375 Olympic Ave, S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR -RAIN11LO660P
ELECTRICAL CONTRACTOR -RAINlIL948QF
Woodman
Construction
I REVISIONS I
REV.I DESIGNER I DATE
Awning
Metal Awning
Part Description
Scope of Work
Drawing Title
366306-1-1
RI Job Number
Date / By
P6.00
File Name:
Sheet Number
Nu -Ray NRM 1000
Standing Seam Roofing
1"x 1" Purlins
Welded to
Awning Rafters
Custom Bent
4" x 4" Eave Flashing
94058A542 - 0.25in - 14 x 1 in Sealing -Drilling Screw
(1) Every 12" O.C.
Amerimax 5" K-Style
Gutter, Black
Amerimax 2" x 3"
Alum. Downspout
(1) at Each end of Canopy
Nu -Ray NRM 1000
Standing Seam Roofing
94058A542 - 0.25in - 14 x 1 in
Sealing -Drilling Screw
(1) Every 12" O.C. at Every Purlin
3/16 TYP.
2" x 4" Awning Rafter
2" x 4" Alum. Tube
Wlded to Rafter
DETAIL T - Boftom Gufter, Flashing and Roofinq Aftachments
SCALE 1 : 2
)m Bent c3aoie riasning
94058A542 - 0.25in - 14 x 1 in
Sealing -Drilling Screw
(1) Every 24" O.0 End Rafter
2" x 4" End Rafter
03.11.2016
0
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries. Ltd.
Any reproduction of this design concept
without written consent s expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR - RAINIIL0660P
ELECTRICAL CONTRACTOR - RAINlIL948QF
Woodman
Construction
Awning
Metal Awning
Part Description
Scope of Work
Drawing Title
366306-1-1
RI Job Number
Issue Date / By
File Name:
P7.00
Sheet Number
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR - RAINIILO660P
ELECTRICAL CONTRACTOR - RAINIIL9460F
Woodman
Construction
I REVISIONS I
A I Chad S 1 2/22/2016
Awning
Metal Awning
Part Description
Awning Assembly
Drawing Title
366306-1-1 _
RI Job Number
Date / By
File Name:
Sheet Number
# QTY
1 2
2 9
3 1
4 6
File Name:
DESCRIPTION
LENGTH
ANGLEI
ANGLE2
4 x 2 Rect x .125 Wall
184 1 /4"
0.00
0.00
1 " x 1 " Alum. Tube
130 7/8"
19.54
19.54
LS 2.00 x 2.00 x 0.187
184 1 /4"
0.00
0.00
1 " x I " Alum. Tube
184 1 /4"
0.00
0.00
03.11.2016
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industdos, Ltd
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR -RAINIIL056QP
ELECTRICAL CONTRACTOR - RAINlIL9460F
Woodman
Construction
REVISIONS
A I Chad S 1 2/22/2016
Awning
Part
Metal Awning
Pari Description
Awning Isometric
Drawing Title
366306-1-1
RI Job Number
Issue Date / By
P9.00
Sheet Number
6"
File Name
CD
c
4"
T
MICO
N LO 00 co 10
N 10 U r
Top View of Frame
126"
Right End of Frame
l
MCP � O
2"
4"
2"
CO
03.11.2016
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR - RAINIIL0660P
ELECTRICAL CONTRACTOR - RAINlIL9460F
Woodman
Construction
REVISIONS
A I Chad S 2/22/2016
Awning
Part
Metal Awning
Part Description
Awning Views
Drawing Title
366306-1-1
RI Job Number
Issue Date I By
Pl 0.00
Sheet Number
2
16"TYI .
File Name:
841"
4
1 ,1
4 Front View of Bottom Leq
TQ Y (61
91,
Top View of Bottom Leg
7„
6
Front View of Top Leg
TY 6
f
4" v7
o
46272
cis (CIs-rVERF'G��
510NA1. F�
03.11.2016
Rainier Industries, Ltd
18375 Olympic Ave. S.
Tukwila, WA 98188
800-869-7162 Toll Free
425-251-1800 Phone
425-251-5065 Fax
www.Rainier.com
Original design concepts are protected
under Federal Copyright Laws and
are the property of Rainier Industries, Ltd.
Any reproduction of this design concept
without written consent is expressly
forbidden.
ISO 9001:2000 REGISTERED
ISO 14001: EMS - REGISTERED
SPECIALTY CONTRACTOR -RAINIIL05SOP
ELECTRICAL CONTRACTOR - RAINlIL948OF
Woodman
Construction
REVISIONS
A Chad S 2/22/2016
Awning
Part
Metal Awning
Part Description
Leg Details
Drawing Tille
366306-1-1
RI Job Number
Issue Date / By
P 1 1.00
Sheet Number