Plans (3) BUP2014 00016
GENERAL NOTES
JAN 2 3 2014 F YOUNGI
I. THE PROJECT DOCUMENTS ARE OF LIMITED SCOPE, (� 1
PREPARED BY THE ARCHITECT AT THE OWNER'S REQUEST GI'jy OF TIGARD r n,
BUILDING DIVISION r
TO ESTABLISH MINIMUM GUIDELINES FOR CONSTRUCTION OF
THE PROJECT IN COMPLIANCE WITH THE APPLICABLEJ OF
GOVERNING BUILDING CODES AND REGULATIONS. WHERE
MATERIALS, ASSEMBLIES, EQUIPMENT, FIXTURES, AND
SYSTEMS ARE NOT SHOWN DIAGRAMMATICALLY, IT IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
DETERMINE SPECIFIC LOCATIONS, PROVIDE SPECIFIC
MATERIALS AND DETERMINE CONSTRUCTION DETAILING,
ALL IN COMPLIANCE WITH APPLICABLE BUILDING CODES,
REGULATIONS, AND INDUSTRY STANDARDS FOR MATERIALS -•
AND METHODS OF INSTALLATION. IT 15 THE CONTRACTOR'S
RESPONSIBILITY TO ASSURE THAT ALL CONSTRUCTION 15 IN N
COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS_ y: ,
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL
MEANS, METHODS, TECHNIQUES AND SEQUENCES OF
CONSTRUCTION INCLUDING JOB 51TE SAFETY. THE
ARCHITECT HAS NO RESPONSIBILITY FOR THE MEANS, 4 I �'n
METHODS, TECHNIQUES OR SEQUENCES OF CONSTRUCTION --w- M I I O w
INCLUDING JOB 51TE SAFETY. °
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3_ THE WORK UNDER CHIS CONTRACT/PROJECT IS TO INCLUDE I I
ALL THE LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, " 1
AND SERVICES NECESSARY FOR AND REASONABLY
INCIDENTAL TO THE COMPLETION OF ALL CONSTRUCTION I 0
WORK IN CONNECTION WITH THE DOCUMENTS" I a
4_ APPLICABLE CODES ON MATERIALS AND WORKMANSHIP —
&HALL CONFORM t0 THE 201x0 OREGON STRUCTURAL -
SPECIALTY CODE AND APPLICABLE STATE AND FEDERAL
SAFETY ORDERS. ALL REFERENCES TO CODES, f O
SPECIFICATIONS, AND STANDARDS SHALL MEAN AND ARE
M �
INTENDED TO BE THE LATEST EDITION, AMENDMENT I 00 00
AND/OR REVISION OF SUCH REFERENCE STANDARD IN I iC N
EFFECT.
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5. EACH SUB-CONTRACTOR (OR THE GENERAL CONTRACTOR . 0
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WHEN HE IS PERFORMING SPECIFIC PORTIONS OF THE
WORK) IS CONSIDERED A SPECIALIST IN HIS RESPECTIVE `feyS a
FIELD AND SHALL, PRIOR TO PERFORMANCE OF WORK,
NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT OF
ANY WORK CALLED OUT ON THE DRAWINGS IN HIS TRADE
THAT CANNOT BE FULLY GUARANTEED OR THAT DOES NOT
MEET CURRENT LOCAL BUILDING CODES. `
6. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL
DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE ,
DRAWINGS AND SPECIFICATIONS AS WELL AS THE
PHYSICAL CONDITIONS OF THE SITE_ NOTIFY THE
ARCHITECT OF DISCREPANCIES PRIOR TO START OF WORK
'1. DIMENSIONS ARE FROM FACE OF FINISH MATERIAL. -
���
S. PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY
NEW WORK TO EXISTING CONDITION OR NEW CONDITION, ..
WHICHEVER IS APPROPRIATE"
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9. EACH SUB-CONTRACTOR MUST REFER t0 DIAGRAMMATIC
PLANS AND SECTIONS AND MUST COORDINATE THEIR WORK 1 t I O 61
., - - - - -- -- - - l'�
WITH ALL TRADES TO AVOID CONFLICTS_
1x0_ PROVIDE TEMPERED GLAZING AT WINDOWS d RELIGHTS ~~ - I ( W l
PER SECTION 24(06 � m 0- OREGON STRUCTURAL SPECIALTY I 1 d R
CODE. TOP OF RELIGHT FRAMES TO MATCH TOP OF DOOR
FRAMES. F I I
0 A t l O
IL PROVIDE 31%" UNFACED BATT INSULATION At NEW DEMISING
WALL" 12'-3" NEW WINDOW01
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12. ALL NEW WINDOWS CAN HAVE A MAXIMUM U-FACTOR OF a —1
0-54AND A SHADING COEFFICIENT OF UP TO 0.51 ! .' WINDOW SASH,, WINDOW CASING AND TRIM 0 O
(PROVIDE A DOUBLE GLAZED WINDOW WITH A 0.5 AIR `� DETAILING AND FLASHING/WATERPROOFING � Z � O
SPACE, A LOW-E COATING (EQUAL TO OR LE55 THAN 0.40), DETAILING TO MATCH EXISTING CONDITIONS. �+
AND A TINTED OUTDOOR PANE).
13. MECHANICAL, ELECTRICAL AND PLUMBING BY SEPARATE FLOOR PLAN 52'-I" PER SHEET A-3 ON DR GEBEAU'S TENANT IMPROVEMENT DRAWINGS O
PERMITS-
NORNCODE SUMMARY
GRANT BUILDING AT THE COMMONS
BUILDING DESCRIPTION. MEDICAL OFFICE
NUMBER OF STORIES= 1
_ FIRE SPRINKLERS= 100% COVERAGE
r' BUILDING SIRE: 21,300 SF.i
I CONSTRUCTION TYPE: V-B
01/22/14
LEGEND
6111'.2MIN. _ 2�" MIN" i I
DEFL_ HEAD LEG i EXISTING WALL TO REMAIN
SPECIAL iil ' . �'`6119 �-�E(�UI�E® I I N -. -- -- .�- , - -„- EXISTING WALL TO BE REMOVED
State of Oregon Structural Specialty Code 16'-0” f A.F.F. � - - -- ' ' E
WALL STUDS: ' I I NEW DEMISING WALL - 6" (20 GA) METAL
xr.. 6" METAL STUDS (20 GA) e24" O_C. :. FA
❑ Conc ete and Reinforcing Steel
STUDS X24" O.C_ W/5ia" GYP_ BD. EACH SIDE
W/ " GYP. BD. EACH SIDE ' .t.. . ._ ..;; k F,..,.
TO BOTTOM OF ROOF STRUCTURE
Bolts Installed in Concrete I
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❑ Special Moment-Resisting Concrete Frame 1 — '
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[3Rei ing Steel&Prestressing Steel Tendons I I EXISTING DOOR TO REMAIN
Structural Welding '
❑ High-Strenght Bolting
' AREA OF
❑ Structural Mason '
5A5E TRACK MATCH _ WORK
❑ Reinforced Gypsum Concrete STUD SIZE 4 GAUGE Fr'ri
�� i DOOR TO BE REMOVED
W/HILTI X-U PAF'S
❑ Insulating Concrete Fill X16" O.C. `\ '
❑ Spray Applied Fire-Resistive Materials
s w Approved�,
' CITY OF TIGARD
❑ PiNngs, Drilled Piers and Caissons
(2) *12 EA STUD \� , Conditionally Approved..............[
❑ Shotcrete
See Letter to:Follow.........,.,.....[ ]
❑ Special Grading, Excavation and Filling
{ 8 `\ I Attached................[
E3Smoke-ControlSystems !' '
Permit Number.
� \. I Address: e -� OBA #13113
Other lnspe4lions ___ - `\ J By
TYP. WALL SECTION ''\. .,, L� 3���� qA-
11/2 11-011 )�Apploved plans
shall be on jab site.
AREA OF KEY PLAN
WORK
BUILDING KEY PLAN NOT TO SCALE OFFICE COPY
NOT TO SCALE NOWH
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00 00 �0 0� 00 0
NEW WINDOW ASSEM5LY F�
1 NORTH ELEVATION
2) 0
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-< I-
o 6,
LUO
2"t d w
i30TTOM OF + + 3" "X " WI " X " O Z O
L X3 TH pJ 3 Q
(E) LEDGER EMBED HILTI 'KWIK HUS-EZ'
BEAM " CAP I I SCREW ANCHORS_ TYPICAL Q .a z
At LOCATIONS SHOWN PER
� d
ELEVATION (&) TOTAL PER
5TRONG5ACK c O �[
cn
HSS STRONGBACK PER
ELEVATION
3-SIDES
CHANNEL PER I EX15TINC-4 , EXISTING CE) INFILLED
(ELEVATION WOOD CONCRETE 01/22/14
+ I FRAMING PANELS OPENINGlE) ROOF JOISTS
(E) ROOF (E) CONCRETE
SHEATHING CORBEL
F124"X4"XO'-8"
SK3
1
HSS iL
+ - 1 >
T.
+ +
G12'.X2m_1
OPENING �
(E) CMU INFILL EDGE OF NEW OPENINHSS 31/2"X31/2"X'/4'
U
IN GONG. PANEL 112
411
A SECTION
CHANNEL PER PLAN MIN. ( O
BOLTED TO GONG_ PANEL U
W/3/4" 0 X 4" EMBED - —-
HILTI 'KWIK HUS-EZI O.C_
+ + f� 9
?X4�i2"XO'- li2" WITH (2) l� 0
ANCHORS AT 2 -m
AND 1'-m" FROM ENDS_ " X 3" EMBED HILTI x
'KWIK HUS-EZ'
° A SCREW ANCHORS '
? �t
(E) V" CONCRETE _ I
_— - PANEL 05A #13113
_z .Q . 8
T/OPEN ING °
1(d'-m"t 3'-6"t 12'-7 MAX_
1 HEADER SECTION 1 STRONGBACK DETAIL 1 STRONGBACK ELEVATION (INTERIOR)
61G4 11/211= It Oil � 3 '11= I'-0" �,S<2
OF 2