Plans M EC2022 - 00009
ABBREVIATIONS LEGEND APPLICABLE CODES PROJECT DATA CHRISTI E
ABV ABOVE MED MEDIUM WINDOW SCHED TAG ALL WORK IS TO COMPLY WITH : SITE ADDRESS: 8015 HUNZIKER ST
@ AT MFR, MFR. MANUFACTURER (E)WALL TO REMAIN ------ DEMO WALL ' (N) WALL \ TIGARD, OR 97223 ARCHITECTURE
BLKG BLOCKING MI MIRROR 1O c — _,� 3O THE CITY OF TIGARD COMMUNITY DEVELOPMENT CODE
BO, B.O. BOTTOM OF MTL METAL ETR (E) WINDOW TO REMAIN ---C DEMO WINDOW (N) WINDOW 0 YEAR BUILT:
fixed casement awning slider 9532 SW 18th Place
BTWN BETWEEN (N) NEW 9 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC)
CAB CABINET, CABINETRY N/A NOT APPLICABLE F (E) DOOR TO REMAIN F DEMO DOOR (N) DOOR ems° — 2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) PROPERTY ID: 25101 BDO0300 Portland, OR 97219
CEN CENTER N.T.S. NOT TO SCALE \\\//I 1 6- pocket bifold 2019 OREGON MECHANICAL SPECIALTY CODE(GMSC)
C.L., CL CENTERLINE OFCI OWNER-FURNISHED, 503-756-6677
� NP I swig DOOR ID � 2021 OREGON PLUMBING SPECIALTY CODE (OPSC) LOT SIZE: 93,218 SF
CLR CLEAR CONTRACTOR-INSTALLED UNO I 2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC)
COL COLUMN OFOI OWNER-FURNISHED, 2019 OREGON FIRE CODE (OFC) ZONE: LIGHT INDUSTRIAL, I-L p�/� �� �®
j
CONC CONCRETE OWNER-INSTALLED (E) FLOOR ELEMENT ------ DEMO FLOOR ELEMENT (N) FLOOR ® FIRE
COORD COORDINATE OPP OPPOSITE TO REMAIN ELEMENT EXTINGUISHER ICC A117.1-2017 ACCESSIBLE & USABLE BUILDINGS& FACILITIES R C H
DIA DIAMETER PLUM PLUMBING JAN 0l A22
DIM(S) DIMENSION(S) PLYWD PLYWOOD (E) OVERHEAD — — — DEMO OVERHEAD (N) OVERHEAD DEVELOPMENT STANDARDS OiITY TiGARD
EXIT SIGN
DN DOWN PT PRESSURE TREATED ELEMENT TO ELEMENT ELEMENT
DS DOWN SPOUT PTD PAINTED REMAIN ® SETBACKS: BUILDING DIVISION
DWG DRAWING PWR POWER BUILDING CODE SUMMARY FRONT 30 FT
(E) EXISTING QTY QUANTITY 6 91 STREET SIDE 20 FT
DIMENSIONS INDICATE EMERGENCY
EA, EA. EACH REF REFRIGERATOR x DETAIL NUMBER �8 SHOWER HEAD CONSTRUCTION TYPE: TYPE V-B SIDE 0 FT
ELEC ELECTRICAL REQ'D REQUIRED e SHEET NUMBER 1i ^� EXTENT OF FINISHED LIGHT FIXTURE SPRINKLERS: AUTOMATIC PER 903.3.1.1 REAR 0 FT
EL, ELEV ELEVATION REQT(S) REQUIREMENT(S) 1 SURFACE, U.N.O.
EQ, EQ. EQUAL SCHED SCHEDULE OCCUPANCY GROUPS: HEIGHT LIMIT: 45 FT
ETR EXISTING TO REMAIN Sim SHEET —ECTION CALLOUT e 1 XXX 1 INTERIOR ELEVATION CENTERLINE GROUP B, BUSINESS
EXP EXPOSED SIM SIMILAR Axx Axx CALLOUT GROUP S-2, STORAGE MAX LOT COVERAGE: 85% OFFICE COPY
EXT EXTERIOR SOG, S.O.G. SLAB ON GRADE 1 HOSEBIB MIN LANDSCAPE AREA: 15%
FA FIRE ALARM SS, S.S. STAINLESS STEEL x T HEIGHT LIMITATION W/SPRINKLERS:
FE FIRE EXTINGUISHER STL STEEL r A, PLAN OR ENLARGED Elevation - REFERENCE DATUM CITY OF TIGARD_,
DETAIL CALLOUT (D +0'-0" SPOT IN FEET ABV GRADE PLANE(504.3) 60' jr�r 11r W jws FOR CODE COMPLIANCE
FD FLOOR DRAIN STR STROBE IN STORIES ABV GRADE PLANE (504.4) 3
ELEVATION Approve& �]
FIXT FIXTURE STRUCT STRUCTURAL GAS CONNECTION
FO, F.O. FACE OF TO,T.O. TOP OF I I N BUILDING AREA LIMITATION (TABLE 506.2): OTC: ]
FRMG FRAMING TYP TYPICAL 1 / NORTH GROUP B, BUSINESS 27,000 SF SCOPE
GYP BD GYPSUM BOARD LINO, U.NO. UNLESS NOTED OTHERWISE GROUP S-2, STORAGE 40,500 SF Permit#. O n n n O 9
x EXTERIOR ARROW
HDWD HARDWOOD VIF VERIFY IN FIELD xx-x WALL TAG PROVIDE NEW ROOFTOP SCREENS FOR REPLACED EXISTING MECH
Axx ELEVATION CALLOUT Address:
HGT HEIGHT W/ WITH BLDG ELEMENT FIRE RATING REQTS(TABLE 601): UNITS (UNDER SEPARATE PERMIT).
HRN HORN WD WOOD PRIMARY STRUCTURAL FRAME: 0 Suite #r`.
HRN/STR HORN/STROBE WP, W.P. WORK POINT BEARING WALLS- EXTERIOR: 0 ADJACENT PUBLIC SIDEWALK FOR THIS SITE IS HUNZIKER ST. Br.
Date.
IGU INSULATED GLAZED UNIT BEARING WALLS- INTERIOR: 0 OTHER EXPOSURES DO NOT ADJOIN PUBLIC SIDEWALKS.THE
INT INTERIOR NON-BEARING WALLS- EXTERIOR: 0* AFFECTED EXPOSURES FOR THE MECHANICAL EQUIPMENT ARE
MECH MECHANICAL NON-BEARING WALLS- INTERIOR: 0 FROM THE SOUTH &EAST VIEWS. VALIDITY 05 PERMIT
FLOOR ASSEMBLY: 0 THE ISSUANCE OF A PERMIT
GENERAL NOTES SEPARATE PERMITS ROOF ASSEMBLY: 0 BASED ON CONSTRUCTION
SHEET INDEX TS AND OTHER
PER TABLE 602- FIRE SEPARATION DIST X i 30FT FOR B, S-2 DATA SHAILL NOT PREVENT
1.ALL CLEAR DIMENSIONS ARE TO BE EXACTLY WITHIN 1/8"OF FULL HEIGHT AND WIDTH OF WALLS. CONTRACTOR REPLACEMENT OF MECH UNITS UNDER SEPARATE PERMIT ADO INDEX, LEGEND, CODE SUMMARY&ABBREVIATIONS THE CODE OFFICIAL FROM
SHALL NOT ADJUST ANY DIMENSION MARKED'CLEAR'OR 'CLR'W/O WRITTEN INSTRUCTION FROM THE A01 SITE PLAN REQUIRING THE CORRECTION
ARCHITECT. A02 PROPOSED ROOF PLAN
OF ERRORS, OSSC 105.
A03 SCREEN DETAILS
2.ALL DIMENSIONS SHOWN ARE TO FACE OF THE FINISH WALLS, U.O.N.
3.THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS. THE S-00 STRUCTURAL NOTES REVISIONS
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE SUBMITTALS S-01 ROOF FRAMING PLAN
DRAWINGS PRIOR TO STARTING WORK. S-02 STRUCTURAL DETAILS
4. EXISTING CONCEALED CONDITIONS AND CONNECTIONS ARE BASED UPON INFORMATION TAKEN FROM LIMITED STEEL SHOP DRAWINGS PUBLIC SIDEWALK VIEW TO BE SCREENED
FIELD INVESTIGATIONS. CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM COMPONENTS AS
NECESSITATED BY ACTUAL FIELD CONDITIONS AND NOTIFY OWNER OF ANY CHANGE TO COST PRIOR TO
PERFORMING THE WORK.
5.THESE DRAWINGS ARE NOT TO BE SCALED FOR ANY REASON.
6.WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS,
EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, ACCESSIBILITY IMPROVEMENTS
UNLESS NOTED OTHERWISE.
ORS 447.241:ACCESSIBILITY PRIMARY FUNCTION BUDGET:
7. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS.
MECHANICAL SCREEN PROJECT IS EXEMPT
8.THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL
MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES
FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO
PROCEEDING WITH THE WORK.
9. IF THE CONTRACTOR OR SUB-CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLUMBING FIXTURE REQUIREMENTS
PLANS,THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH A WRITTEN
NOTIFICATION OF THE PROPOSED CHANGES FOR THE ARCHITECT'S APPROVAL PRIOR TO PROCEEDING WITH NOT APPLICABLE TO THIS PROJECT RTU-2& RTU-3
THE WORK. RTU-
1
SCU
10. CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND MAKE FINAL CLEANUP TO THE SATISFACTION OF RTU-4
THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL CONSTRUCTION DEBRIS FROM " RTU-5
PROJECT SITE ON A DAILY BASIS. RTU-6
11. ALL MANUFACTURER'S SPECIFICATIONS SHALL BE COMPLIED WITH. IF A CONFLICT BETWEEN THE DRAWINGS LOCATION DIAGRAM Rooftop Mechanical
AND A MANUFACTURER'S SPECIFICATION IS DISCOVERED,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN
WRITING PRIOR TO PROCEEDING WITH THE WORK. = ScrccnS
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING, OR PATCHING REQUIRED TO COMPLETE
�- --
THE WORK OR TO MAKE ITS-PARTS FIT TOGETHER PROPERLY. 8015 Hunziker Street--- '
Tigard, OR 97223
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS AND OTHER *
INSTALLATIONS THAT ARE TO REMAIN INTACT WHILE PERFORMING THE SPECIFIED WORK.
i
14. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING ??c,
CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES,
STANDARDS, AND GOOD CONSTRUCTION PRACTICES.
15.THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY ( � ADAM tjA
INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. �. w
Yt .r. -i
DEMOLITION NOTES
-
8015 SW HWNZIKER .®= ,j`" }., 647" r�(Z)
1. REMOVE ALL EXISTING CONSTRUCTIONS&FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS ; �� �� V
DEPICTED ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO, ITEMS SHOWN ON THE PLANS WITH DASHED E �}
LINES. NECESSARY DISCONNECTS &ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS x,'a';. kr y �F %1_�
SHALL BE INCLUDED. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSAL OF MATERIALS IS
THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSAL AND REMOVAL OF ANY
COMPONENTS OF SALVAGEABLE VALUE.
2. WHERE APPLICABLE, LEVEL ALL(E) FLOORS AS REQ'D TO RECEIVE (N) FLOOR FINISHES. INSTALL REQ'D d 3 INDEX, NOTES, LGN D
TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS & ACCEPTABLE TO THE CODE & ABRVS
OWNER. MATCH EXISTING WHEREVER POSSIBLE.
3. PATCH (E)WALLS TO REMAIN WITH LIKE MATERIALS TO MATCH EXISTING OF SUFFICIENT THICKNESS TO o
C
AOO
MAINTAIN UNIFORM WALL THICKNESS. 3
4. PATCH ALL FINISHES TO MATCH EXISTING.VERIFY MATCH OF(N) FINISH MATERIALS TO EXISTING IN COLOR,
TEXTURE,THICKNESS, CUT, ETC... TO SATISFACTION OF OWNER PRIOR TO INSTALLATIONS. NO VIEW FROM WEST--J LLOCATION OF PHOTO @
(OBSTRUCTED BY BLDGS) RIGHT _
m
5.TEMPORARY SHORING OF STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. NTS
AREA OF PUBLIC SIDEWALK w
VIEW TO MECH EQUIP. NO
VIEW TO EQUIP BEYOND
THIS ZONE. o December 10, 2021
ZONING NOTES
PARKING NOT AFFECTED BY THE SCOPE OF THIS PROJECT. C H R I ST I E
BIKE PARKING NOT AFFECTED BY THE SCOPE OF THIS PROJECT. ARCHITECTURE
LANDSCAPING NOT AFFECTED BY THE SCOPE OF THIS PROJECT. 9532 SW 18th Place
Portland, OR 97219
SITE ADDRESS: 8015 HUNZIKER ST 503-756-6677
TIGARD, OR 97223
PROPERTY ID: 2S101 BDO0300
LOT SIZE: 93,218 SF
ZONE: LIGHT INDUSTRIAL, I-L
DEVELOPMENT STANDARDS
SETBACKS:
FRONT 30 FT
STREET SIDE 20 FT
SIDE 0 FT
REAR 0 FT
HEIGHT LIMIT: 45 FT
MAX LOT COVERAGE: 85%
MIN LANDSCAPE AREA: 15%
SIDE PROPERTY LINE
0 - — — — — — — — — — — — — — — — — — — — —
(E) 6-FENCE
0
(E) ROOF (E) ROOF
REVISIONS
/0
o
0 AREA OF WORK-SEE A02 (E) RAMP
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AREA OF WORK-SEE A02
GMI (E)6'FENCE°j — — —
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0 - 71
1 0 U)F-
ui Rooftop Mechanical
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LLI 0 Screens
(E)ROOF 8015 Hunziker Street
Tigard, OR 97223
(E) ROOF
A D AR C,
0 ADAM VIA
0 - -------- IE *v-
0
0
0 o PORTLANDP OR
0 0 full
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0 ;;�r 6470
0 0 CL C3
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SIDE PRO
PRIVATE STREET
Site Plan
AO 1
N a) 20 1
Site Plan a)
Cz
1" =20' December 10, 2021
L
NOTES CHRISTIE
1. ROOFTOP MECH UNITS BY OTHERS UNDER SEPARATE PERMIT.
2. EXISTING MEMBRANE ROOFING TO REMAIN.
ARCHITECTURE
3. REPAIR AT AREAS OF WORK WITH COMPATIBLE,WARRANTABLE 9532 SW 18th Place
MATERIALS. Portland, OR 97219
4. PROVIDE PREFABRICATED MEMBRANE BOOT AT ROOFING 503-756-6677
PENETRATIONS SEALED PER MFR'S RECOMMENDED
II11 INSTALLATION INSTRUCTIONS.
I o 3-6 I I I �+ I I I 5. REPAIR/REPLACE STRUCT DECKING REMOVED FOR ACCESS
p DURING CONSTRUCTION WITH LIKE MATERIALS ANCHORED TO
% U) STRUCT FRAMING TO PROVIDE STABLE SUBSTRATE SUITABLE
RTU Z FOR DESIGN LOADS &ATTACHMENT OF OTHER MATERIALS.
(N) MECH
W:46„6 O ¢ LINE OF(E) ROOFING TRANSITION-
—�
SCREEN w L:74
�"`~•► O °C INSUL TO UNINSUL(OVER
" cc 0 6. VERIFY MECH UNIT SIZES IN FIELD PRIOR TO ORDERING ANY
> p CONDITIONED 2ND FLR OFC TO
} H:34"+12"curb w MATERIALS NEEDED FOR THE ROOFTOP SCREENS.
L? — ~ UNCONDITIONED WAREHOUSE)
7.VERIFY LOCATIONS OF EXISTING FRAMING PRIOR TO ORDERING
CD MATERIALS FOR INSTALLATION.
4
11-011 AO'�'-611
w — — — TYP
' 9'-238"VIF I — — — — — — IL
O
U)
u. Z I I T — I RTU#3
f
Q ¢ r, / W:44"
p Ir 0 L 47"
w0 (N) MECH j H:52"+ 12"curb
- SCREEN w /
I I I RTU#4 I I I \ ' \ I / RTU#2
W:46" 2 t° \ / W:44"
L:74" AQ3 -azo L:47,
3'-6" RTU#5 _ 3-6 H:34"+ 12"curb (E) SKYLIGHT
TYP TYP , \ H:52"+ 12"curb
o W:46 0 -
L:74" — f -
L
io
' H:50"+12"curb n T M
V_ OP
O -
> r � � „
01
—> 9 - s U- ♦ (E)ROOF
"' � AOS 9'-738"VIF BELOW
zo
—Ta' as > C
TYP 4
A03
o TS Slit Condensin Unit-
n OPP
(N) MECH c� 1'-0.. P 9 3 1
SCREEN �c I °' I coSCU
W:30"
JTA03 A03 TYP
1'-0" (N)MECH 1,'-5"VIF 't-- IV
� SCREEN f' ( L:35"
9'-23 "VIF n I. 1�-011 H:25"+ 12"curb REVISIONS
8 (N) MECH
SCREEN V-7%2"VIF
I I E t I I I
� 3-6"
(E)LADDER
TO UPPER
ROOF
X
o —mac
(N) MECH r ^ I -
I I I SCREEN
r
N
N
9'-078"VIF co
(E) 1ST FLR (E) 1ST FLR
ROOF BELOW ROOF BELOW RTU#1
I ( W:47" I I I I I
L:74"
H:44"+ 12"curb
Rooftop Mechanical
- --
— Screens
8015 Hunziker Street
Tigard, OR 97223
(E) 1ST FLR
I ROOF BELOW I I I I ( I
DA
C7
ADA
F
I I I I ► I � - I� �
24'4" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" o POPTLAN D,OR
� 6470 d
0 T5T � T7T T$T 09 jQ �, � o� 0 �
Roof Plan
A02" 3
m
Proposed Roof Plan � � 11s" = 1 '-0"
p KEY PLAN ,
lis"= 1'-0" December 10, 2021
PTD MTL PARAPET PTD MTL PARAPET
CAP MATMAT
SEE PLAN f PNL SYS CHING MTL SEE PLAN PNLSYS CHING MTL SYSCHRISTIE
AP
3ARCHITECTURE
A03TT.O. PARAPET TMP _ T.O. PARAPET 9532 SW 18th Place
MECH UNIT HGT+6" -- ------------------------ MECH UNIT HGT+6" Portland, OR 97219
PTD MTL PNL SYS 503-756-6677
(VERTPTD MTL PNL
ORIENTATION) " SYS(VERT
ORIENTATION)
..� START PT FOR PNL
4 _ 5 LAYOUT. SEE DTL. 5
A04 A04 004 A04
OPP Opp
--------------------------- - ---------i--- -------- - - — - --------------------------------- --------------�I--------------- --
9
—/ T.O.VARIES
fl, —� T.O. ROOF
T.O. (E) DECK _ T.O. (E) DECK
VARIES `' VARIES
2 Elevation: South Typical '�Elevation: East Typical
1/2" = 1'-0" 1/2" = 1'-0"
METAL PANEL SYSTEM
MANUFACTURER: TAYLOR METALS
PHONE NUMBER: 503.581.8338 -
PRODUCT: 4.0 RIB, ROOF&WALL
PRODUCT TYPE: FIELD FASTENED MTL PNL
GAUGE 22ga
ORIENTATION: VERTICAL, STANDARD[NOT"REVERSE"]
EXTERIOR FINISH: TBD FROM MFR'S AVAIL"STANDARD KYNAR 500"
INTERIOR FINISH: TBD FROM MFR'S AVAIL"STANDARD KYNAR 500"
PROVIDE MATCHING PARAPET&FLASHING MATLS TO COORD W/CLOSURE
DTLS. COORD W/MFR'S RECOMMENDED DTLS TO MAINTAIN WARRANTEE.
REVISIONS
51/2'
VERT CUSTOM PTD MTL PARAPET
J-CLOSURE CAP MATCHING MTL
PNL SYS. PROVIDE
N GALV STL HSS POST MATCHING END
I� CLOSURE @ ENDS
OF SCREEN WALL.
0
z CUT TO FIT 2x10 PT
g 813�6fNAILER SCREWED
y
HORIZ GALV STL TO HSS TOP TUBE
--"–'--•-- -`( -({
GIRT BELOW N T.O. PARAPET
MTL PNL y - 6"TALLER THAN
G MECH UNIT
—� Rooftop Mechanical
GALV HSS
1Y16" 31j2" 4" TUBE, SEE SOTRUCT Screens
GALV STL HORIZ 8015 Hunziker Street
GIRT, SEE STRUCT Tigard, OR 97223
4Plan Detail: Screen Wall End U MTL PNL SYS
" = 1
3
D
y y 15�g' + z "� Av'F- 116� 4" �•��
z 3/2' � ADAM
5/8
f4„\ 2-PC CUSTOM o a #
CORNER w U)
CLOSURE �iPt�F�'��� D,
1., GALV STL POST,SEE
OR
> STRUCT Lw 6470 '
GALV STL HSS POST PTD CONT DRIP
co FLASHING E � �
z O�
Q HORIZ GALV STL PREFAB MEMBRANE
a GIRT BELOW POST BOOT BY
ROOFING MFR
(E) ROOFING c'
START MTL PNL 1" IN I MEMBRANE
FROM CORNER OF T I I T.O. ROOF M Details
STL GIRT,TYP EA �� �� - VARIES
- n SIDE OF CORNER
-co 's
�'�--
CUSTOM CORNER
CLOSURE (E) INSUL
PLAN DIM (E) ROOF DECK
r _ (E) ROOF FRMG
Plan Detail: Screen Wall Corner 3Detail: Typical Screen Support As Noted
m
3"= 1'-0" 3/4"= V-011December 10, 2021
GENERAL REQUIREMENTS BRACING: The contractor shall provide temporary bracing by AISC Specification Section M4.2 Bracing and AISC Code Section 7.9 Temporary REQUIRED SPECIAL INSPECTIONS CHRISTIE
Support of Structural Steel Frames.
GOVERNING CODE: The"Oregon Structural Specialty Code", 2019 Edition, as adopted and modified by the City of Tigard shall govern design and INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with OSSC Sec 110. The contractor shall coordinate all ARCHITECTURE
construction. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL: Steel identified by the Architect on the architectural drawings as Architecturally Exposed
Structural Steel(AFBs)shall conform to Section 10 of AISC Code. required inspections with the Building Official.
REFERENCE STANDARDS: Reference to ASTM and other standards incorporate these standards into the contract as though included in their 9532 SW 18th Place
SPECIAL INSPECTIONS: In addition to the inspections required by OSSC Sec 110,the owner or architect shall employ special inspectors to provide
entirety. Reference to a specific Section does not relieve the contractor from compliance with the entire standard. The latest edition of the standard COLD-FORMED STEEL FRAMING special inspections during construction as summarized in the following tables. The contractor shall provide sufficient notice and access for the special Portland, OR 97219
shall be used unless a specific date is indicated. REFERENCE STANDARDS: Conform to: inspector to perform these special inspections.
503-756-6677
DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: Notes:
(1) AISI S100-16 North American Specification for the Design of Cold-formed Steel Structural Members 1) Items withan X shall be inspected in accordance with OSSC Chapter 17 by a qualified special inspector.
"Architect/Engineer -The Architect and the Engineer-of-Record. (2) AISI S400-15/S1-16 Standard for Seismic Design of Cold-formed Steel Structural Systems-Special Bolted Moment Frames, with 2) Continuous special inspection means that the special inspector is on site at all times observing the work requiring special inspection. Periodic
Supplement 1,dated 2016 special inspection means that the special inspector is on site at time intervals necessary to confirm that the work requiring special inspection is in Discipline:
"Prepared by a Specialty Structural Engineer" - Prepared by or under the direct supervision of a Specialty Structural Engineer (SSE) with a (3) AISI S240-15 North American Standard for Cold-formed Steel Framing compliance. CONSULTANT
structural license issued by the State of Oregon. Submittals shall be stamped and signed by the SSE. (4) AISI S202-15 Code of Standard Practice for Cold-formed Steel Framing 3) Any discrepancies found during special inspection shall be brought to the immediate attention of the contractor for correction. If discrepancies are
"Submit for review"-Submit to the Architect/Engineer for review prior to fabrication or construction. SUBMITTALS: Submit structural calculations and shop drawings stamped by a Professional Structural Engineer registered in the state of Oregon. not corrected,notify the building official and Architect/Engineer. Address 1
Refer to DEFERRED SUBMITTALS above. Submit shop drawings indicating member sizes, spacings,and materials;shop and field assembly details REQUIRED STRUCTURAL SPECIAL INSPECTIONS Address 2
NOTE PRIORITIES: Notes on the individual drawings govern over notes on this sheet. and connections;type and location of bolts,welds and other fasteners;design live and wind loads; bracing or diaphragm design to resist wind loads. INSPECTION
Submit product data and proof of ICC approval for framing members and fasteners. Submit calculations prepared by a.Professional Engineer in the
SPECIFICATIONS: Refer to the specifications for information in addition to that contained in these notes and the structural drawings. state of Oregon for all member and connection design. SYSTEM or MATERIAL IBC CODE CODE or FREQUENCY REMARKS Phone
REFERENCE STANDARD
}}} REFERENCE Continuous Periodic
STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project. They are not intended to show MATERIALS: FABRICATORS
all details of the work. Details noted"typical"apply to similar work throughout the project unless noted separately.
Studs and Track 16 gage and heavier shall be ASTM A446 Grade D or ASTM A570 Grade 50,Min Fy=50 KSI. SPECIAL
ARCHITECTURAL DRAWINGS: Refer to the architectural drawings for information including, but not limited,to: dimensions, elevations, slopes, door 18 gage and lighter shall be ASTM A446 Grade A,or ASTM A570 Grade 33,Min Fy=33 KSI. INSPECTIONS
APPLY TO
and window openings, non-bearing walls, curtain walls, stairs, elevators, curbs, drains, depressions, railings, waterproofing, finishes and other Sheet Metal Screws Grabber Wafer Self-Drilling,#8 x 1/2. VERIFICATION OF I)
nonstructural items. Track to Steel Hilti SDM ESD 16 P8T. DETAILED t~
Track to Concrete Hilti Metal Hit Anchors, 1/4 x 1 -1/4 . FABRICATION •L
STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the strength and stability of the primary structure in its completed form. Weld Materials Conform to AWS D1.1. AND QUALITY
FABRICATORS 1704.2.5 X CONTROL ■ .�� QJ
CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and alljob-related safety standards(i.e. Studs and Track shall be galvanized in accordance with ASTM A525,G60. Fastenings not shown on the drawings shall be as recommended by the PROCEDURES Q)
INCLUDING C
OSHA). He is responsible for the strength and stability of the structure during construction. He shall provide temporary shoring, bracing and other manufacturer. REVIEW FOR
elements required to maintain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work required in the COMPLETENESS m
construction documents and the requirements for executing it properly. The contractor shall at his discretion employ an Oregon State registered SIZE AND PROFILE: Cold-formed steel framing members shall be of the size and profile as shown on the drawings. Members equivalent in shape, AND ADEQUACY
g• 9 temporary g g 9 y y 9 RELATIVE TO THE on
structural engineer for design of tem ora bracing and shorin size,stiffness,and strength b manufacturers not listed on the contract documents may be substituted for framing members shown. Alternate members m
shall be subject to review and approval by the Architect/Engineer.Provide bridging in conformance with the manufacturers recommendations adequate CODE N O M
REQUIREMENTS
DISCREPANCIES: In case of discrepancies between the specifications, reference standards and the governing code, the Architect/Engineer will for development of the full moment capacity of the studs. For load-bearing studs,track shall be oversize to provide full stud bearing. Minimum Section STEEL ; _ @ L0
determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. properties shall be as follows: REFER TO
L
FABRICATION OF STRUCTURAL INSPECTION OF ~
SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions I(Min) S(MIN) ELEMENTS 1705.2 X FABRICATOR m
shall be brought to the attention of the Architect/Engineer before proceeding with the work_ STUD SIZE (IN4) (IN3) REQUIREMENTS U L
MATERIAL VERIFICATION OF 1705.2 ASTM A6 CERTIFIED MILL U m t0
3-1/2 X 20 GAGE 0.387 0.221 X(a)
CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN REQUIREMENTS below STRUCTURAL STEEL 2205.1 AISC 360 A3.3 TEST REPORTS w
MANUFACTURER' � cn
or the capacity of partially completed construction. ERECTION: Erect framingin accordance with manufacturer's instructions and shop drawings. MATERIAL VERIFICATION OF WELD AISC 360 A3.5 .t..t U,
P 9 1705.2 X S CERTIFIED
FILLER METALS AWS A5 U) r �-
TEST REPORTS
ALTERNATES: Alternates for specified items may be submitted to the Architect/Engineer for review.All alternatives require approval from the Engineer EXTERIOR WALL STUDS DESIGN CRITERIA: All exterior studs shall be HD galvanized or specified for exterior applications exposed to weather. COPY OF
of Record and Building Officials. WELDING
VERIFYING USE OF PROPER WPS'S X
SUBMITTALS WOOD FRAMING PROCEDURE
SPECIFICATIONS
VERIFYING WELDER COPY OF
REFERENCE STANDARDS: Conform to: QUALIFICATIONS X QUALIFICATION
SUBMITTALS: Submittals for shop drawings, mill tests, product data, etc. for items designed by the Engineer of Record shall be made to the CARDS
Architect/Engineer prior to construction. The contractor shall review the submittal before forwarding to the Architect. Submittals shall be made in time 1 OSSC Cha
to provide a two-week review period for the Architect/Engineer. Submittals required for each Section of these notes are specified in that Section ( ) Chapter 23 WOOD . COMPLETE AND PARTIAL 1705.2 AWS D1.1 X
(2) NDS - 2018 and NDS Supplement - 2018 National Design Specification for Wood Construction and the 2015 AWC Special Design PENETRATION GROOVE WELDS
Provisions for Wind and Seismic. ALL WELDS REVISIONS
SHOP DRAWING REVIEW: Review by the Architect/Engineer is for general compliance with the design concept and the contract documents. VISUALLY
Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there MULTIPASS FILLET WELDS X
9 9 P P 1 P P � P
IDENTIFICATION: All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by INSPECTED PER
from. The contractor remains responsible for details and accuracy;for confirming and correlating all quantities and dimensions;for selecting fabrication SINGLE PASS FILLET WELDS ( X AWS D1.1
processes;for techniques of assembly;and for performing work in a secure manner. When shop drawings differ from or add to the requirements of the the certifying agency. GREATER THAN 5/16"
structural drawings,they shall be designed and stamped by a Specialty Structural Engineer(SSE). Refer to DESIGN BY OTHERS below. SINGLE PASS FILLET WELDS LESS I X
MATERIALS:
THAN OR EQUAL TO 5/16"
DESIGN BY OTHERS: (a) Periodic Special inspection frequency and timing to be defined by the registered design professional
Sawn Lumber. Conform to grading rules of WWPA,WCLIB or NLGA.
LOADS: All pre-Engineered,prefabricated,manufactured,or other products designed by others shall be designed for the tributary dead and live loads INSPECTION SUBMITTALS: The special inspector shall submit copies of all special inspection reports to the Architect/Engineer for review.
plus wind and earthquake loads when applicable. Live,wind and earthquake loads are shown below. Total design dead loads are shown below_
Design shall conform to the specifications,reference standards and governing code. Member Use Size Species Grade
Light Framing 2x4,4x4 Doug-Fir Larch No.2
Roof Dead Load 15 PSF Joists&Planks 2x6-2x12 Doug-Fir Larch No.2
Top Chord 10 PSF Beams&Stringers 4x8-6x12 Doug-Fir Larch No.2
Bottom Chord 5 PSF Posts&Timbers 5x5-8x8 Doug-Fir Larch No.2
Total Deflection Limit See DESIGN REQUIREMENTS
Live Load Deflection Limit See DESIGN REQUIREMENTS PERMIT SET
REVIEW: Review of the Specialty Structural Engineer's(SSE)design and shop drawings is for compliance with design criteria and compatibility with Wood Structural Panels (Plywood/Sheathing): Wood structural panels include: all veneer plywood, oriented strand board, waferboard, DRAWING LEGEND & ABBREVIATION S
the design of the primary structure and does not relieve the SSE of responsibility for that design. particleboard, and composites of veneer and wood based material. Conform to OSSC Sec 2303.1.5 Wood Structural Panels based on Product
Standard PS 1-09 and PS 2-10 of the U.S. Dept.of Commerce or ANSI/APA PRP 210-14.
DESIGN REQUIREMENTS MARK DESCRIPTION MARK DESCRIPTION
Minimum APA Rating
DESIGN LIVE LOADS: Location Thickness Span Ratinq Panel Grade Exposure SPAN INDICATOR (INDICATES EXTENTS OF
Roof 15/32 32/16 C-D 1 Aj REVISION TRIANGLE ���� FRAMING MEMBERS OR OTHER STRUCTURAL
Roof(snow) 25 PSF(1)
COMPONENTS)
(1) Designed for drifting snow in accordance with OSSC Chapter 16. Unless noted otherwise on drawings,install panels with long dimension across supports and with panel continuous over two or more spans. End
joints shall occur over supports_ � DETAILS OR SECTION CUT (DETAIL �
WIND DESIGN: 3 Second Gust Speed of 98 mph,Exposure B,I=1.0
X/SX.X NUMBER/SHEET NUMBER) INDICATES DIRECTION OF DECK SPAN
Timber Connectors: Shall be Strong Tie by Simpson Company as specified in their latest catalog and shall be called out by letter and number.
SEISMIC DESIGN: Risk Category={l,1=1.0,Ss=0.862,51=0.394,Soil Site Class=D,Sds=0.664, Alternate connectors by other manufacturers may be submitted to Engineer of Record provided they have ICC approval for equivalent or greater DETAILS OR SECTION CUT IN PLAN VIEW a INDICATES HOLLOW STRUCTURAL STEEL COLUMN
load capacities. All substitutions require approval by Engineer of Record and Building Official. Connectors shall be installed per the st.t (DETAIL NUMBER/SHEET NUMBER) Rooftop Mechanical
DEFLECTIONS: Total Load Deflection Limit L/240 manufacturer's instructions. Where connector straps connect two members,place one-half of the nails or bolts in each member. Provide washers
(� �+
Live Load Deflection Limit Ll360 under the heads and nuts of all bolts and lag screws bearing on wood. Unless noted otherwise,all nails shall be common. ABBREVIATIONS Screens
STRUCTURAL STEEL
Wood Fasteners: Conform to OSSC Sec 2304.10 Connections and Fasteners . Unless noted otherwise, all nails shall be common. Nail sizes 8015 Hunziker Street
REFERENCE STANDARDS: Conform to: specified on the drawings are based on the following specifications: ADDL ADDITIONAL EXT EXTERIOR PP PARTIAL PENETRATION Tigard, OR 97223
ALT ALTERNATE E/ EDGE OF PSF POUNDS PER SQUARE
(1) AISC Manual of Steel Construction-Allowable Stress Design . Size Lenqth Diameter ARCH ARCHITECTURAL FB FLUSH BEAM FOOT
(2) AISC Code of Standard Practice for Steel Buildings&Bridges . 6d 2 0.113 B/ BOTTOM OF FLR FLOOR
(3) RCSC Specification for Structural Joints using ASTM A325 or A490 Bolts . 8d 2-1/2 0.131 FT FEET PSL L STRAND
LUMBER
(4) AWS D1.1 2011 Structural Welding Code-Steel . 10d 3 0.148 BLDG BUILDING F/ FACE OF PT PRESSURE TREATED
SUBMITTALS: Submit shop drawings in accordance with AISC Specification Section M1 Shop Drawings . Submit welders' certificates verifying 12d 3-1/4 0.148 CANT CANTILEVER GA GAGE R RADIUS
qualification within past 12 months. 16d 3-1/2 0.162
(11 CENTERLINE GALV GALVANIZED REF REFERENCER��
'�a " a �`�/fj
MATERIALS: Conform to: Alternate nails may be used subject to review and approval by the Engineer of Record and Building Official. Substitution of staples for the nailing CMU CONCRETE MASONRY HF HEM—FIR REQ'D REQUIRED CLR CLEAR HD HOT DIPPED REINF REINFORCING tx�
R /� +6�
of rated sheathing is subject to review by the Engineer of Record and Building Official prior to construction. 79303FE
Other Structural Shapes ASTM A36
UNIT HORIZ HORIZONTAL RET RETAINING
-�
Bars&Plates ASTM A36 Lao Bolts/Bolts: Conform to ASTM A307-14 and OSSC Sec 2304.10. COL COLUMN IBC INTERNATIONAL SCHED SCHEDULE
Structural Tubing ASTM A500, Grade B CONN CONNECTION BUILDING CODE SIM SIMILAR p ON
Bolts ASTM A307IN INCH SIMP SIMPSON STRONG—TIED14.
Threaded
NAILING REQUIREMENTS: Provide minimum nailing in accordance with OSSC Table 2304.10.1 Fastening Schedule except as noted on the CONT CONTINUOUS
Threaded Rods ASTM A36 INT INTERIOR COMPANY, INC.
Welding Electrodes E70XX drawings. Nailing for rooflfloor diaphragms/shear walls shall be per drawings. Nails shalt be driven flush and shall not fracture the surface of sheathing. CP COMPLETE PENETRATION KSFKIPS PER SQUARE FOOT SPEC SPECIFICATION CL R.
C BORE COUNTERBORE LLH LONG LEG HORIZONTAL SQ SQUARE E
WELDING: Conform to AWS D1.1. Welders shall be certified in accordance with AWS requirements. Use E70 electrodes of type required for materials STANDARD STUD CONSTRUCTION: Unless noted on the plans, construction shall conform to OSSC Sec 2308 Conventional Light-Frame C'SINK COUNTERSINK N IEXPIRES: 12/31/22 I
to be welded. ConstructionDET. DETAIL LLV LONG LEG VERTICAL SF SQUARE FOOT
DBL DOUBLE MAX MAXIMUM SMS SHEET METAL SCREW
BOLTING: ASTM A307 bolts shall be installed snug tight per AISC, Section RCSC Specification 4.1. ASTM A325 bolts shall conform to the RCSC MOISTURE CONTENT: Wood material used for this project shall have a maximum moisture content of 19%. Refer to TESTING&INSPECTIONS for MECH MECHANICAL SS STAINLESS STEEL
Specification Section 2. DF DOUGLAS FIR
the verification of these limits. The maximum moisture content required may be less than 19% if based on a particular cladding/insulation system. MANUF MANUFACTURED STD STANDARD �
0 OR DIA DIAMETER
FABRICATION: Conform to AISC Specification Section M2 Fabrication and AISC Code Chapter 6 Fabrication and Delivery. Perform work on Refer to the Architect's drawings and/or project specifications for more restrictive requirements. DN DOWN MFR MANUFACTURER STRUCT STRUCTURAL
PP Y g DP DEPTH MIN MINIMUM T TOP OF GENERAL NOTES
premises of a fabricator approved b the building official. /
PRESERVATIVE TREATMENT: Wood materials required to be treated wood in accordance with OSSC Sec 2304.12. Protection Against Decay and DWG DRAWING MISC MISCELLANEOUS TYP TYPICAL
SHOP PAINTING: Conform to AISC Specification Section M3 unless a multi-coat system is required per the specifications. Do not prime surfaces to be Termites shall conform to the appropriate standards of the American Wood-Preservers Association (AWPA)for sawn lumber, glued laminated timber, EA EACH (N) NEW UNO UNLESS NOTED OTHERWISE �
fireproofed,or field welded. Steel work to be concealed by interior building finish does not require painting. All other steelwork shall be given one coat round poles,wood piles and marine piles. Follow American Lumber Standards Committee(ALSO)quality assurance procedures. Products shall bear N0. NUMBER VERT VERTICAL
of shoppaint unless a multi-coats stem is specified. One coat shop rimer is not intended as a primer for a multi-coats stem. Refer to the project EL OR ELEV ELEVATIONSimi
P Y P P P P Y P 1 the appropriate mark. All fasteners driven into pressure treated wood shall be corrosion resistant in accordance with OSSC 2304.10.5. NTS NOT TO SCALE W/ WITH
specifications for primer and top coat requirements.All steel shall be painted per project specifications unless noted otherwise on the drawings or in the EQ EQUAL OC ON CENTER W/O WITHOUT z`s
specifications.
QUIP EQUIPMENT OPP OPPOSITE ® AT
GALVANIZING: All exposed steel outside the building envelope shall be hot-dipped galvanized. Apply field touch-ups per specifications. EQUlV EQUIVALENTEW EACH WAY It PLATE f PLUS OR MINUS ro
v
ERECTION: Conform to RISC Specification Section M4 Erection and AISC Code of Standard Practice Chapter 7 Erection . Steel work shall be (E) EXISTING PEN PENETRATION
carried up true and plumb within the limits defined in AISC Code Section 7.13.1.
December 09, 2021
T/SCREEN (VARIES) lo, 6x10 BLOCKING PER PLAN
PER ARCH H R I T I E
77 (E) 2x1O ROOF JOIST AT 16" OC (4) L4x4xl/4x0'-8" W/ (5)
CONT HSS4x4xl/g TOP RAIL SIMP SDS25112 EA LEG 9532 SW 18th Place
Portland, OR 97219
503-756-6677
LL LL
� -Mori Discipline:
l/g ,TMP CONSULTANT
'/gD \ LA - A�, Address 1
CORRUGATED METAL SCREEN PER ARCH & 2A/S5.1 Address 2
Phone
– THRU BOLT PER 1/S5.1
HSS4x4x1/8 STANCHION PER PLAN '–
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HSS4x4xl/8 STANCHION SPACED PER ARCH (5'-9" MAX) – --
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TYP REVISIONS
2B/S5.1
iYP L4x4x & ATTACHMENT PER 2B/S5.1
(E) ROOF SHEATHING
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PERMIT SET
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(E) 2x10 RAFTERS
(2) 1/2"4 THRU BOLTS AT EA SUPPORT ',— 6x10 BLOCKING EA STANCHION
SECTION A-A
TYPICAL ROOFTOP SCREENS
SCALE: 1l/p"=1'-0"
(D Rooftop Mechanical
Screens
HSS4x4xl/8 TOP RAIL ' TYR 8015 Hunziker Street
Tigard, OR 97223
- - - - - - - - - - I� = = = � ✓
II I 'I
II I I
II I HSS4x4xl/8 STANCHION
HSS4x4xl/8 STANCHION 0,
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1-3x3x18ga W/ (4) #10
TMP 1 l l/8" CAP R SMS EA LEG +�
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TYP 9 1EXPIRES: 12/31/22
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HSS4x4xl/g TOP RAIL #10 SMS AT 12" OC —/
24ga SINGLE SPAN o
I G-90 SCREEN 3
I
FRA
MING DETAIL
(PLAN VIEW) SECTION 2A
CORNER STANCHION TOP RAIL CONNECTION 3 TYPICAL ROOFTOP SCREENS 2
SCALE: 3"=1'-0" SCALE: 3"=1'-0" °
December 09, 2021