Plans (5) B -uP2014 - 00087
\ APR 2 2 2014
v F
� 05 CITY GF TIGARD
LACIE TESTING CHAMBERr �. Architecture a Interiors
5
Vancouver _ _ BUILDING DIVISION
Planning v Engineering
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I1` SU Ivi� ' / 22/14
�� Portland a '., Y®�,:: •-._.� I '�C�
Alport C_U'� •
�COit+►�bJQ .. �-r �rf<,;;%iii%,;!/%rr"'��;>i���i.%�f/r'!�;.; k Portland, OR
30 �vd KE 8 % I j.' 503.224.9560
Portlanc!
�' • Vancouver,WA
360.695.7879
84 Q Seattle,WA
Tenant Architect Site Data
`�5 • • 4� I 206.749.9993
26 sE Powd Blvd I Vii; 1 j www.mcknze.com
LoCie MACKENZIE BUILDING ADDRESS: 7555 SW TECH CENTER DRIVE j ;-•
'° MACKENZIE .
7555 SW TECH CENTER DRIVE RIVEREAST CENTER PREVIOUS PERMIT: BUP2013-00092 °,�, ���j,�, ,/ f F-� N j DESIGN DRIVEN 1 CLIENT FOCUSED
TIGARD, OR 97223 1515 SE WATER AVE, SUITE 100 -_ ___ _ 2n ( I ejj: F ,,f ;; , Aq k
05
PHONE: (971) 246-8260 PORTLAND, OR 97214 Miwaukie [ Client
FAX: (971) 246-8298 PHONE: (503) 224-9560 _
CONTACT: PAUL YAMASHITA FAX: (503) 228-1285 Description of Work TWd
E-MAIL: PAUL.H.YAMASHITA@SEAGATE.COM CONTACT: ERICA JANKOWSKI Site 224 �
E-MAIL: EJANK.OWSKIC�MCKNZE.COM 99
CONVERSION OF 494 SF S-1 WAREHOUSE AREA TO F-1 ��* 212 `
TESTING CHAMBER. CHAMBER TO BE USED FOR TESTING OF
}}
I ASSEMBLED EQUIPMENT. Tualaim Lake Oswego
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Owner General Contractor �° � y
Clackamas M
��.� sw TECH CENTER DRIVE
k
SUMMIT PROPERTIES PERLO CONSTRUCTION DEFERRED SUBMITTALS / z5
5550 SW MACADAM AVENUE � ° ...
DESIGN BUILD ELECTRICAL
SUITE 205 16101 SW 72nd AVE, SUITE 200 --- - -
PORTLAND, OR 97239 PORTLAND, OR 97224 /
- DESIGN BUILD AUTOMATIC FIRE SPRINKLER SYSTEM
Vicinity Map Protect Site Map �fiR
R
PHONE: (503) 227-5663 PHONE: (503) 624-2090 - DESIGN/BUILD MECHANICALxn ;
FAX: (503) 227-5660 FAX: (503) 639-4134 `
CONTACT: YOSHIO KUROSAKI CONTACT: ELISSA LOONEY NOTE: NOT TO SCALE NOT TO SCALE
E-MAIL: KURO@SUMMITPROPERTIESINC.COM E-MAIL: ELOONEYOPERLO.BIZ ALL DEFERRED SUBMITTALS TO BE PREPARED ON A
DESIGN-BUILD BASIS BY THE RESPECTIVE SUBCONTRACTORS
DESIGN BUILDERS ARE FULLY RESPONSIBLE FOR THE DESIGN BUILDING CODE DATA
OF THESE SYSTEMS/COMPONENTS. A
BASED ON THE 2010 OREGON STRUCTURAL SPECIALTY CODE Project
THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE LACIE
SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT GENERAL CODE ANALYSIS_ NEW TESTING
FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN CONSTRUCTION TYPE: III-B PER TABLE 721.2.1.1, A 5" THICK CONCRETE WALL HAS A 2-HR FIRE RATING. BUILDING HAS 5X" CONCRETE TILT WALLS CHAMBER
DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR ONE STORY
REVIEW PRIOR TO SUBMITTAL TO CITY OF TIGARD, OREGON. FIRE PROTECTION: FULLY SPRINKLERED THROUGHOUT
DEFFERED SUBMITTALS SHALL BE SUBMITTED TO THE OCCUPANCY: S-1 (WAREHOUSE), F-1 (LIGHT MANUFACTURING), B (OFFICE)
JURISDICTION A MINIMUM OF TWO WEEKS PRIOR TO START THE BUILDING AREA HAS BEEN CALCULATED BASED ON NON-SEPARATED USES (SECTION 507.7). 7555 SW TECH CENTER DR
OF WORK.
TIGARD, OR
ALLOWABLE AREA FIRE PROTECTION SYSTEMS (CHPT 9)
ALLOWABLE FLOOR AREA- 57,000 SF PER FLOOR TWO STORIES ALLOWED SMOKEVENTS REQUIRED (FIRE CODE, TABLE 2306.2)
1 2 3 4 5 6 7 8 9 1 1 1 SEE ALLOWABLE AREA CALCULATIONS SEE SHEET A2.5 FOR ADDITIONAL INFORMATION
BASED ON F-1 OCCUPANCY DRAFT CURTAINS NOT REQUIRED (FIRE CODE
TABLE 2306.2)
FIRST FLOOR AREA- 48,776 SF MEZZANINE AREA: 2,594 3F
AREA OF WOR FIRE SPRINKLER SYSTEM FULLY SPRINKLERED
TOTAL BULDING AREA. 51,370 SF
FIRE PROTECTION SYSTEMS (CHPT 9)
i ALLOWABLE AREA - CALCULATION
{# - PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT (OSSC 906.1)
-
._
- QUICK-RESPONSE SPRINKLER HEADS WILL BE PROVIDED IN OFFICE AREA. PER
'€! _`: - OCCUPANCY TYPE III-B CONSTRUCTION.
G� # .,: : .. x; . . � the �," F 1 OCCU
«: z; _ _ r > ;, h w ' h IFC SECTION 906.1.1, EXCEPTION, FIRE EXTINGUISHERS ARE NOT REQUIRED IN B
�:;.: `.. r ey :
E I Ir ro: t,e � w _ _ ._ x3•., .w... C. Som k r fi:` ? 4, I
i X , t Aa=At + (At*If) + (At*Is) OCCUPANCIES WHERE QUICK-RESPONSE HEADS ARE PROVIDED. FIRE
Aa=12,000 + (12,000*0.75) + (12,000*3) Aa=12,000+9,000+24,000 EXTINGUISHERS ARE PROVIDED IN MANUFACTURING AND STORAGE AREAS (F & S
))kk�' &`11' Aa=57,000 SF OCC) PER FIRE CODE 906.3.
�'.w,� TtM Dli
———————————— € ' If= (F/P-0.25)*(W/30) MIN 50 FT YARDS ON ALL SIDES
_ - FIRE ALARM AND DETECTION SYSTEMS REQUIRED. (OSSC 907)
If= (901/901 - 0.25)*(30/30) _ .75 - MANUAL FIRE ALARM BOXES NOT REQUIRED WHERE BUILDING IS EQUIPED
' R ���� � I � � � �! THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM AND THE ALARM
I Is= 3 (BUILDING IS FULLY SPRINKLERED) NOTIFICATION APPLIANCE WILL ACTIVATE UPON SPRINKLER WATER FLOW OSSC
O, N 0 TIFI C 0
1 ! # .: ,# 907)
__ �k€ s - ONICALLY SUPERVISED BY AN APPROVED
1 1 FIRE SPRINKLER SYSTEM TO BE ELECTRONICALLY
��'' _• . _ ,t , OFF-SITE CENTRAL STATION FC 903.
€ } RELOCATE EXISTING EGRESS LIGHT i + I ( )
{ - I I 4
,. _, ..... j i ! PATH AS REQUIRED ;
{
�a,A'�q.AM`,
^
i1` _.; �.•d' :t; ,, .1 i...-...,-x:$ :..:.�:,� ,:.-.--� .. t., ....„# `�,r-t asu:� ...._ .:.i .N::' :mc I I ` klrl
I t ] OCCUPANT LOAD PLUMBING CALCULATIONS (CHAP 29)
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:?a`. ..xw.� .azett,- ....._..J, y—_... , .,r.e ,....-. .. ... ., _,.__.,.-..._....._... #..t=, .. ._.._.._.. ._ '. .. 5.,, _......_.._ .___ ..... I iEj
` _ I ...__._._..._._...__ �., LOAD OCC
, I AREA AREA GROSS OCCUPANCY FACTOR LOAD
S _ ..............__.., r_ .. _r,r• LOAD
li (GROSS)
� Ili
USE AREA FACTOR OCCUPANTS
€ I
I � tt.al �_��, � �,t.�; r_�-a ��_�.,: s� �::,�{ � � # ,;� � = E � �€ _ ���; I I� 30,54 S-1 500 61 ,���•
! I ,�_: EXISTING STORAGE WAREHOUSE 6 SQ FT
x10
„``' ? -K€ EXISTING PRODUCTION/REPAIR 8,855 SQ FT F-1 100 89R E T 2992
THOMPSON
•' EXISTING FIRST FLOOR OFFICE 8,881 SQ FT B 100 89 OFFICE 11,475 S.F. 200 57 _
i k i f
NMI,; i # t i , { f i i S 1 # , } 1 I R'IM,'
}} f ' irX:�---:? `
EXISTING MEZZANINE OFFICE 2,594 SQ FT B 100 26 STORAGE 30,546 S.F. 5000 6 e e
f € ' _ '' NEW TESTING CHAMBER 494 SQ FT F-1 100 5 PORTLAND OREGON
i i I I ! ( I ' ! x 5
9,3
PROD/
+ ± TOTAL:
� �< E li TOTAL 51,370 SQ FT 270 i
i i 1 69 OF00
It ? '�'�' ! i ' ! I , ' j � i 1 # a � ! i t tf' ��.:t li
"' i ( _ { ! ! I a • s..s tarp x az r x=' ' a x we a z eax ss x.man I TII
_ LAVATORIES
44 h.,_,..__.. >* .... :s, �: ,c;, _..-,.... r._:...• L,:s•,,::- k c:_.s t .. I z Y �Ir'. t') `a. pr...^^:
SEE`� € t 'W.:A_ C.,. ',..
i � I I WATER CLOSET
i i ! # I i i �X.-� I i 1 1 I l #[
FIR, i # i # � � � # MEN WOMEN MEN WOMEN
,: (' 3 3 2 2 C MACKENZIE 2014
�� I, REQUIRED: O
2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE ALL RIGHTS RESERVED
# LA.LI i
,•,�} ju" j1 _/ ,, " EXISTING: 8* 7** 4 5 THESE DRAWINGS ARE THE PROPERTY OF
jt } t.,"x '' i TESTING CHAMBER: 494 SF MACKENZIE AND ARE NOT TO BE USED
i € I € i i ; t J, i 1 ,` i\' 1 't,Yj::4r.4,'.3ikf�"C'r '"x•ta'. "` e�
'►� •,_ ;o; Id 10; ? ? I1 c° L I:.; : . r , tl ' Co IN THIS SPACE WILL HAVE A MINIMUM U-VALUE OF 0.146. SEE COMCHECK FORM BASED ON (69) F OCCUPANTS (MOST RESTRICTIVE) OR REPRODUCED IN ANY MANNER,
C W:! „ , _. . � FURRED EXTERIOR WALLS WRITTEN PERMISSION
I-. € F i WITHOUT PRIOR
= ty3 S€:a..>„.�r-:,.;r^;;^x. ...,xs.-a:,.w is..:.:.• 2'..s.X:us....:.._c::t5. :.
! I 1 1 1 i H` .'_'.�... ` * INCLUDES (4) URINALS PER OSSC 2901 AND
SUBMITTED WITH PERMIT.
r1, REMAINI
REVISIONS:
;s . . . 50/87 RE
f1 _�.. �_ ; �......�. �, :.• !.. ._. 1 ._. � .,. , k...___ ,...,< � ..,..:, I�.aa ' � ,. / / 1 UNISEX RESTROOM V
NG WAREHOUSE OFFICE MANUFACTURING• 6 SF ( ) Z
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,,, NO MODIFICATIONS TO THE CONDITIONING OF THIS SPACE ARE PROPSED. PER STATEWIDE CODE INTERPRETATION ** INCLUDES (2) UNISEX RESTROOMS
Q REVISIONS REVISION DELTA
l . . tY _. _. .i .. CLOSING DATE
{ r ! # ir�;; I €. ' DATED FEBRUARY 2011, THE ENVELOPE FOR THIS SPACE IS NOT REQUIRED TO BE UPDATED. L1W 5�
THIS
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, �o SHEET
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GENERAL NOTES
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�••-- VERIFY AND CONFIRM A L CONDITIONS.
_ OF ANY DISCREPANCIES PRIOR TO START OF WORK. FOR CC?DECI�I4PI.YAN
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i r , � s f+r::..� .� t✓--..::i t,. ,,*�3 � t 01,7 i 11J
_� --! ._I ry_&� r B. PATCH AND REPAIR EXISTING CONDITIONS DAMAGED BY NEW
WORK TO NEW CONDITION. APPS
D -- 'a_-x� w 3op,_.:._r o; oTC. Ir}�
I ± � = Ip C. FURR ALL EXTERIOR CONCRETE WALLS WITHIN THE TESTING
Permit-#: SHEET TITLE:
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Address:
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-----------------------
1
JOB No. 2140151.00
PERMIT SUBMITTAL - 4/22/14
214015100\ARCH\151—Al-0.DWG ELJ 04/21/14 15:10 1:192.00
1/2" PLYWOOD
R-19 BATT INSULATION
600S125-30 METAL STUDS �{�
AT 1'-4" O.C. PROVIDE Y0
TOP FLANGE LATERAL 01 00 00 GENERAL REQUIREMENTS: 08 80 00 GLAZING
BRACING AT MIDSPAN A. CODES: All construction shall comply with local, state, and federal codes and GENERAL: Match existing glazing. 2 2014
R-13 BATT INSULATION regulations. SUBMITTAL: Submitt shop drawings for A/E review.
STICK PIN ASSEMBLY 5/8 (GYP. BOARD) FASTEN B. Contractor must verify existing job conditions prior to construction. „ ��,����
Interior Glazing: 1/4 clear tempered glass � �IGA��
EXTEND TO STRUCTURE. X TO STUDS WITH TYPE 'S' C. AS-BUILT DRAWINGS: Two (2) sets of "as-built" drawings will be required for all DIVISION Architecture m Interiors
SCREWS AT 8" O.C. AT plumbing, electrical, HVAC and fire protection work. BijILDING
PANEL EDGES AND 12" O.C. 09 21 16 GYPSUM BOARD ASSEMBLIES Planning Engineering
AT INTERIOR SUPPORTS 01 10 00 PROJECT SUMMARY: STUDS: ASTM C-645.
Work: The work under this contract/project is to include all the labor, materials, INSTALLATION: ASTM C-754.
transportation, equipment, supervision, and services necessary for and reasonably DEFLECTION: Limit deflection of wall assembly to L/240.
2 incidental to the completion of all construction work in connection with the drawings WAREHOUSE WALL FINISH: All drywall shall be fire taped only. Sot nails in fireta ed
FASTEN WITH (4) #10 SMS Yw P Y P P
R-13 BATT INSULATION gk 12'-0" 12 and specifications. areas.
Portan OR
FACE OF WALL A.F.F. Gypsum Board: ASTM C-36 03.2124 9560
01 30 00 ADMINISTRATIVE REQUIREMENTS Water Resistant Gypsum Board: ASTM C-630
350S162-30 STUDS 5/8" GYPSUM WALLBOARD Verification: Verify and confirm all dimensions and conditions shown or implied on the Accessories: ASTM C-1047 Vancouver, WA
AT 2'-0" O.C. MAX drawings and specifications as well as the physical conditions of the site. Notify Fasteners: 360.695.7879
—CEILING MATERIAL AS OCCURS. the A/E of discrepancies prior to start of work. Screws: ASTM C-1002 Seattle,WA
SEE REFLECTED CEILING PLAN. SPAN IN SHORT Coordination: Coordinate the work of all subcontractors to prevent duplication of Nails: ASTM C-514 206.749.9993
- 350S125-33 STUDS effort and to ensure proper sequence of operations. Panel Thickness:
DIRECTION OF ROOM AT 1'-4" O.C. Provide 5/8" thick panels typical, unless noted otherwise. www.mcknze.com
01 42 19 REGULATORY REQUIREMENTS Provide 5/8" Type X panels for rated construction.
EDGE ANGLE AT R-13 BATT INSULATION A. CODE CONFORMANCE: All construction and materials shall conform with local, Provide 5/8" water resistant panels at walls of toilet rooms and walls with MACKENZIE,
PERIMETER state, and federal codes, and regulations indcluding ADA requirements. plumbing fixtures.
DESIGN DRIVEN I CLIENT FOCUSED
TESTING CHAMBER BOTTOM TRACK TO SLAB B. REFERENCES: All references to codes, specifications and standards are intended to Application: ASTM C-840 "Standard Specification for Application and Finishing of
5/8" GYP. BD. WITH POWDER DRIVEN be the latest edition, amendment and/or revision of such reference standard in Gypsum Wallboard" Client
4" BASE, TYPICAL ANCHORS AT 4'-0" O.C. effect.
TOP OF SLAB C. SPECIAL INSPECTIONS: The following special inspections are required in accordance
with 2010 Oregon Structural Specialty Code Chapter 17 (Structural Tests and 21 00 00 FIRE PROTECTION r„
F.F. MAT'L SEE CONCRETE SLAB
SCHEDULE Special Inspections):
Concrete A. The fire protection work shall be performed on a design-build basis. The a:;y • :A,
Reinforcing steel design-build fire protection contractor shall furnish and install all modifications to
the existing fire sprinkler system to meet all applicable local and state code
Welding requirements. Sprinkler heads shall be dropped into all suspended ceiling areas.
�1GYP. BOARD FURRING CEILING AT TESTING CHAMBER o Upgrade of existing system shall conform with a class IV occupancy. :
01 50 00 TEMPORARY CONTROLS }F u
� B. Fire sprinkler heads shall be white with white escutcheons, semi-recessed, not
A8.0 3"=1'-0" n A8,0 3 =1 -0 Provide local exhaust ventilation to prevent harmful dispersal of hazardous substances centered, on the ceiling tiles.
U) into the building environment, to dissipate humidity, to prevent accumulation of dust, C. The contractor shall include the cost of any hydraulic testing of the fire sprinkler -
fumes, vapors, or gases, and to provide air movement for curing installed materials. system required b an government agency.
P 9 P 9 Y q Y Y 9 `
D. Fire extinguishers to be installed per City Fire Code.
DOUBLE STUD BOX 02 41 00 DEMOLITION '
BEAM HEADER GENERAL: Protect existing structures and elements that are not to be removed. 23 00 00 HVAC '
A. VERIFICATION: Verify that conditions are as shown, and report discrepancies to F
complete HVAC contractor shall furnish and install a
A. The design-build and }
TIMELY FRAME Architect prior to starting work. g
5/8" GYP. BOARD B. PATCH AND REPAIR: Patch and repair all existing work damaged by new work to operative HVAC system to meet all local and state codes.
existing condition or new condition, whichever is appropriate. B. Provide HVAC submittals and plans for Owner's review. r
C. All work shall include a one-year parts and labor warranty and a 90-day service
C. REPLACEMENT: Replace all existing slabs, sidewalks, and paving removed for new
ALIGN W TIMELY FRAME construction. contract from the date of the Notice of Completion.
OlLDOOR HEAD
TIMELY FRAME 05 50 00 METAL FABRICATIONS 26 00 00 ELECTRICAL Project
%" CLEAR GENERAL: All steel detailed, fabricated, and erected in accordance with AISC manual,latest edition. LACE
A. The electrical work shall be performed on a design-build basis. The design-build
GLASS TEMPERED electrical contractor shall furnish and install a complete and operative electrical NEW TESTING
Structural and Miscellaneous Metal:
_. Steel Plates, Flat Bars, and Structural Sections: ASTM A-36. system to meet all local and state codes. CHAMBER
B Provide electrical plans for Owner's review.
Pipe: ASTM A-53, Type E, Grade B.
%" CLEAR Bolts: ASTM A-307. C. Provide energy compliance code lighting calculations where required by code.
GL ASS, TEMPERED Tube Sections: ASTM A-501, 46 ksi. D. All lighting and switching shall be per code requirements.
Steel to have one shop coat or to be galvanized if noted. 7555 SW TECH CENTER DR
PER GLAZING rl TIMELY FRAME TIGARD, OR
All welds with E70XX electrodes in accordance with AWS Standards by certified
SCHEDULE welders; 4" fillet welds unless noted otherwise.
All base plates, bolts, and columns embedded under slab must be coated with
bituminous paint prior to backfilling with concrete.
Submit design and shop drawings to A/E for review prior to fabrication.
BASE PER FINISH SCHED. 350S125-33 07 21 00 BUILDING INSULATION
METAL STUD Walls: 31" with sound attenuating fiberglass batt, ASTM C-665, Type I, except in
exposed areas use Class A. Provide R-19 unfaced fiberglass batts at
office/warehouse wall and R-13 at the furred exterior wall.
FINISH FLOOR Ceiling: 6" R-19 ASTM C-655 Type I. Provide above all gypsum board ceilings (No
5/8" GYP. BOARD insulation over suspended ceilings).
co Roof: Existing under shell contract.
Q
o Install vapor barrier to warm side of structure.
3 RELITE HEAD/SILL 4 RELITE JAMB All exposed insulation to have FS-25 rating.
--. Vapor barrier permeability. 1 or less.
J
LJ
3"=1'-0" w 3"=1'-0" 0
A8,0 A8.O o Labeling: Indicate the R-value of each piece of insulation greater than 12" in width,
or provide a signed, dated, and posted certificate listing the type, manufacturer,
and R-value of insullation installed, in accordance with 2010 Oregon Energy
ryr=-e�?s. c%3y3d,o.#C.i.cE&a�.i•.!:.+c'.yJ`%d.+•��cY.cc S-•.^�scl,:3� 56Zr.' o4:A-.F.a.iyc£ i"`tl"j•'-."° ° 'r.€. z?+?i .3"{"-1? 6 ' $s1 i `T `
k'."-"•
Efficiency Specialty Code.t
07 51 00 BUILT-UP BITUMINOUS ROOFING
-- ------- =_ _ - _ = :r •:�= - �_"= " ? Standards: Comply with pertinent sections of the National Roofing Contractors
_ ____»_..___.._.,___•.._._ _._ ___._._ _.___.._ ._»._ .....__..».._,_..,...__. ____ ,._._-_ _ ___ _____ __ Association (NRCA) Roofing and Waterproofing Manual".
Hot mop-in the new roof penetrations such that the existing roof warranty is
maintained. The patch shall also meet all of the requirements stated in the
building shell specifications.
i # 08 15 16 WOOD DOORS
Standards: Provide doors complying with National Wood Window Door Association
EXISTING ROOF STRUCTURE TO REMAIN (NWWDA) Industry Standard I.S. 1-87, Sections I.S.1.1 to I.S.1.7
1 Solid Core Doors:
Face Veneer: Plain Sliced Maple j
.� Core: Solid Core. ��� 2992 '
L. Adhesive: Type I. T C THOMPSON
EXISTING TILT WALL TO REMAIN { ` . Edge Band: any allowed by standard. R
i' Glass: 1/4" tempered.
I ' Provide rated doors and assemblies where indicated. PORTLAND,OREGON o
1<.
PROVIDE FURRING TO TOP OF LID1 I•? Door Frames: Prefinished Browntone , TIMELY. ' OF oe
;. .;
: x
{ i Relite Frames: Prefinished "Browntone", TIMELY.
INSULATED LID PER 2/A8.0 I ,) Submittals: Submit doors for review by A/E. MACKENZIE 2014
1 • i ALL RIGHTS RESERVED
12 11"1 08 71 00 FINISH HARDWARE THESE DRAWINGS ARE THE PROPERTY OF
MACKENZIE AND ARE NOT TO BE USED
2 General: Provide all hardware for complete door operation. OR REPRODUCED IN ANY MANNER,
Submittal: Submit complete hardware Schedule for A/E review. WITHOUT PRIOR WRITTEN PERMISSION
Butt Hinges: ANSI A156.1
Interior doors: A1132 REVISIONS:
Provide 197.134 pair per door o
Button tops. (AI I<_ REVISIONS REVISION DELTA
I —^ Latchsets: (Schloge AL10S Saturn or AL40S or AL50PD) 5:_J THIS CLOSING DATE
N i Wo SHEET
Interior doors: ANSI 156.2 Series 4000; Grade 2
Lever handle: AL10S Saturn AL40S Saturn or AL50PD Saturn
Passage Function: AL10S
Privacy Lock Function: AL40S
Entrance/Office Lock Function: AL50PD
2 Storefroom Lock Function: AL8OPD
A8.0 Push/Pull: Ives 8" 8305 Door Pull and 8200 Push Plate
Closers: ANSI A156.4, Grade 1, Series CC 02000 Standard cover, Norton 8501 with
options PT-4C and PT-41). Provide manufacturer's recommended sizes, except for
parallel arm closers one size larger than manufacturer's recommendation. Locate
closers on room side of toilet room doors and warehouse side of
office/warehouse doors. For handicap accessibility, provide closers with options
/ 1 l PT-4F and PT-4H.
A8.0 Door Stop: Provide wall stops at all doors, unless otherwise noted. SHEET TITLE:
DETAILS/
Finish: 626 (Brushed Chrome)
TESTING CHAMBERSPECIFICATIONS
Application: Locate hardware in accordance with DHI-04 and DHI-05. When approved,
slight variations in locations or dimensions will be permitted. Application in
b accordance with DHI-02. Attach door control devices for exterior doors such as
is closers and holders to door with thru bolts such as sex bolts and nuts.
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� .� CHECKED BY:
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SHEET
A8.0
4
5 WALL SECTION
A8.® AT TESTING CHAMBER 1/2"=1'-0" .-J JOB N0.
2140151.00
PERMIT SUBMITTAL - 4/22/14
214015100\ARCH\151—A8-0.DWG ELJ 04/21/14 15:10 1:1.00