17005 SW 92ND AVENUE / 700,5-
mm-K
C17YOFTIGrARD CERTIFICATE OF
CITY OFTWXRD OCCUPANCY
COMMUNMY DEVELOPMENT DEPARTMENT ONGKm/ , r'FPMI*Y f#. . . . . . . : MST1 1 --01. 1
131268W HWI Blvd. P.O.Bar 27J97,T%pM,OnVw FArM ISM) 76
HATF f9ft!F.5w t0710?/'4)j
'JW `jL.?'NE- i'WLHU[' PARCEL:
YONINGt R-4. 5
. . . . . . . . . . e LOT. . . . . . . . . . . . . .
OF WORK. :N1.-W
I'YVIE OF USE. . . xOTP
OCCUPANCY GIRP. :B2
OCCUPANCY LOAD: 116 4
TENANT NAML. . . ;
Remarks : PESTROOMES AT CCIOj< W-)RK
CITY OF TIGARD
13125 SW HALL BLVD
Q. 0. BOX 23317
TIGARD OR 9"r^23
I-1hone #.- 9-03-639-4171
Contractore
FIRST CASCADE CORPOF'PTION
1110 SOX 2138
LAKE. OWED() OR 97035
Ph a n r I
Peg # z 63946
0CLAIrlancy of the above referenced building it.; her?by given, and certifies.
the compliance with tho State Of Oregon Specialty Codes for the Yr,C%kjPj
OvuLlpiancy, and use under which the referenced permit was
FIRE DEPARTMENT 13 Ui�D T IN I , -CAT 0
BUIL D7T FFICIAI..
P05T IN CONSPICLJOI.Wi PLACE
Ea Er ae aw JLMAM
L,NSPECTION NOTICE
City of Tigard Building Department
1312S SM Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-41751 Bur.inees Phone: 639-41
_.—
Footing Plbg. Under.slab Mech. Rough-in 1ppr/Sdwlk
i
Found. Plbg. Top Out Can Line /FINALi
Post/Beam Struct. San. Sewer. Framing
Post/Beam Moch. Rain Drain Insulation -Plumb.
Plbg. Underfloor //�� Water Line Gyp. Bd. -Mech.
Date Requested: IV.-�' ' 1 Times AM __PM
Address:CbD`` FaluDCOW^ Permit #:
II
1,-2 -U12-I
Builder: 4-9(t Z_�
TBS FOLUMING CORRRCTIONS AAs MWIRM
Inspectors
�APPIINOVZU DISAPPROVED APPROVED SUBJECT TO ABOVE
�yGll For Reinsp.
I
INSPECTION NOTICE
City of Tigard Bull.dlx.q Department
131.25 SW Hall Blvd. Tigard, 4rvgon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639--4171
Inspection:_
Footing Plbg. Underalab Mech. Rougi.-in Appr/Sdwlk
Found. Plbq. Top Out Gas Line FINAL:
Post/Beam Struct. San. Sewer Framing -Bldg.
- �
Post/Beam Mech. Rein Drain Tnsulatic:
Plbg. Underll,00r Plater Line Gyp. ed -Mach.
Date Requeat•ed- 0 r Tixtset
Address:_ , Persp.it
Builder:_
THE FOLLOWING ODRRECTIONS ARE REQUIRED:
Inspector:_ Dater 'r3-
APPROVED DISAPPROVED APPROVED SuRizel. TO Agovs
TT Call For Reinep.
awe W W war W W n � W
INSPRCTION NOTICE
City of Tigrrd Building Department
13125 SM Hall Blvd. Tigard, Oregon 97223
Inspection Line (Rec-a-Phone): 539-4175 Business Phot6: -4
Inspection: •���=1 �
Footing Piog. Under ab Mech. Rough-in Appr/Sdwlk
Found. Pl.b;. Top out Cas Line FINAL:
Post/Beam Struct. San, Sewer Framing -Bldg.
Poet/Beam Mech. Rain r-rein Insulation -Plumb.
Plbg. Underfloor GWater Line Gyp. Bd. -Koch.
Date Request�edt �j Time: _—_ a►K -- --__-PM
Addreset Z /�b."ice h� �T Permit 0:1
Builders
THE FOLLOWING ODRRYCTIONS ARE REQUIRED:
DAtes
1:iape.ctors
APPROVED DISAPPROVE
D APPROVED SUBJECT TO ABOVE
_ Cal1 For Reinsp.
l
INSPECTION NOTICE /��
City of Tigard Building Departaent�l' ,�
13125 8N Ball Blvd. TigarO, Oregon 97223
Inspection Line (RecPhone): 639-4175 Business Phone: 679-4171.
Inspection:_
Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Gas Lina FINAL:
Pont/Bean Struct. San. Sewer. Framing -Bldg.
Post/Beam M*v-h. Rain Drain Insulation -Plumb.
Plbg. Underfloor Nater Line Gyp. Bu. -Mach.
Date Requestedc_ (_ Timms AM -PH
Address
Address: l L �� �Z WAI Permit #s to
q1_6 t
Builderr ),-),VV" )fi xt a�✓ 2,
THE FOLLOWING CORRECTIONS ARE Rr.QUIRED:\
14
Inspectors �± ` Dates__ {� /
Al—APPROVID DIBAPPROVBD APPR(WED S"BJECT TO ABOVE
Call for Reinep.
INSPBCTIPA IMIQS
City of Tigard Building Department
L'225 ell Hall Blued. Tigard, Oregon 97223
/�pection Line (Rea-O-Phone)t 639-4175 Bustnes■ Phones 639-4171
Inspections
Tooting Plbg. Underslab Hoch. Rough-in --Appr/Sdwlk
Found. Plbg. Top Out Gas Line FINALt
Post/Beam Struclt. San. Bower Framing -Bldg.
Post/Beam Necks. Rain Drain Insulation -Plumb.
Plbg. Underfloor. Water Line Gyp. Bd. -Mech.
Date Requesteds� '2�' Tim: A14111 PM
Address f
Builders
TBR FOLLONINO ODRRZCTIONS ARS RBQUIRRDt
42
Inspectors /IJ _ wYa Dates._. - f 4 ' 9
APPROVED DISAPPROVED APPROVRU SURJRr_"T TU ABOVE
___Call For Nelnsp.
l� t ® t W W
INSPECTION NOTICE
City of Tigard Building Depart_t
13125 SFA Ball Blvd. Tigard, Oregon 97223
)hepectt or, Line (Rec-O-Phone): 639-4175 Business Phones 639-4171
Ins p flonf -:2-22
� 1� c: I�/1��x
Footing Plbg. Underel Mech. Hough-in Appr/Sdwlk
Found. Plbg. Top Out Cao Line FINALS
Post/!3eam Struct. San. Sewer Framing -Bldg.
Poe*./Beam Mach. Rain Drain Insulation -Plumb.
Plbg. Underfloor Water Lina Gyp. Bd. -Hach.
Date Reguesteds� / —Time:
Ad.lress:_/ / ✓G� h d ( /;v7p Lrm�lt
RuiIder:
�_
T14E FOLLOWING CORRECTIONS ARE REQUIRED:
Tnni.ectors__ /J _-[stet r 7—IX
Y
APPROVED DISAPPROVRD APPRMD SUB.IECT TO AW"
Call For Ralnep.
INSPECTION NOTICE
City of Tigard Building Department
13125 SW Ball Blvd. Tigard, Oregon 97223
Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171
I..soection:__ _
Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk
Found. Plbg. Top Out Cas Line FINAL:
Poet/Beam Struct. San. Sewer Framing -Bldg.
Peet/Beam Mech. Rain Drain IneulAtion -plumb.
Plbg. UnderfL-xor Water Line Gyp. Bd. -Mech.
Date Requaetedt / % _"imes`-= AM
/
Address: �7 LlL7 S� �. Permit #t! 72
BuildertY ii'17G► - ) �, �=rn �
THE FOLLOWING CORRECTIOBB ART. RNWIREOt
2 t.tii Cze �.
Inepectort Datet
APPROVED DISAPPROVED APPROVED SUBJECT TD ABOVC
Call For Reinep.
WOFIN
CITYOF TIGARD
MANE PERMIT
I
COMMUNITY DEVELOPMENT DEPAPTMENT CrFYOFMRUR MAST
13125 BW Hall Bled. P.O.Box 23397,719fid,OF090n 97223(503)&1"176 #. . . . . . . .. MST 41
07/03/9
S I I E. ADDRESS. 17Q105 SW 92'ND AVENUE
70NING: R-4. 5
5ULADlVISION. . .
BLOCK. . . . . . . . . . L IT IT. . . . . . . . . . . . . .I
EkU I LD I NG
REISSUE- DWELLING U1',11TS:17J BASEMENT. . . . . . . . ..0 f
L-()SS OF WOFK. :NEW BEDRMSLO BATHS:6 GARAGE. . . . . . . . . . ..0
YPE OF USE. . . :Or FR FLOOR REOUIRED SETLACV,)-- --------
YPE Of:" GONST. :5N F I RST. . . . :752 Sf LEFT. . .-@ ft RIGHT. :O ft
�C'UJPANCY GRA"'. UL 0 Sf FRONT. :@ ft IRU4R. 0 f.
. . . . . . . RD. . . . :0 S f REQUI RED-------
ft TOTAL f 151,011NE DETECTOR73„ -
L.00" LOAD. . . - -.40 o-,f V A L Uc:-*. . . . . ' 0967 PARKING SPACES. . :0
t-ms r^est rcnm at coal-( oa0(
PLUMBING
NKS. . . . . . . . . . .0 FLOOR DROIN' "' ', BACV.:71 1*)W PFIEVNTRS. . c0
.;4vAr,ORIES. . . . :6 WATER HEATER'STRAPS. . . . . . . . . . . . . . t 0
E J B/C.,I-1OW E R5 . ., , 0b LAUNDPY TRAYS. . . :0 CATCH BAS INS, - , - - , - :0
�10 VE'R CL.0,13ETF.. . :6 SEWER LINE (ft ) . 20 CREAST: TRAPS. . . . . . . tO
WAI E P LINE: ( Ft :0 EITHER FlYTURES,. . . . . : 1
7APBAGE D I SP. - - '-0 RAIN DRAIN (ft ) . :0
MACH. . . :0 SF RAIN DRAINS— 0
MECHANICAL FEES
TYPES-- UNIT HIPS— :0 type
voe amol.mt 1�y date c o t
VENTS . . . . . :0 LAPRT $ 0. 00 JLH 06iP-7/91
07' V E'.N T FANS. . -0 LAPL.C" $ 0. 00 JL14
URN ( 100K . . :0 HOODS. . . . . . :0 B5PC $ 0. 00 JLH 06/217/91
"01419 ) _1001, . . .0 tinODISTOVES. -0
L 00 R FIJ RN. . . . -0 CLO DRYERS. : 0
OTHER UNIT'3: 1
GPIS O11TL.E7S:0
,.,I VY Of 7 1 6ARI)
E 1,35 Ili W I i A L.L- U L.V U,
J. HUX 23397
(P; ":'.3
T)
coppoFmTION
h o T1 p
39 46
TUIAL.
inns rfreit Is issued subject to the regulations contained in the REQUIRED INSPEUrIONS
lips-d P,)ninaai Code, State of Dre. SWIARY Ct-- 0 1 other Foot/found InSP
aopiicable laws. pli work will bt �^rp a-c— n approved Underfloot- insul
plans. This oormit will evoire Ij within 180 P;_M/Underf It rit
dos of issuance, or if wuro is Mechanical Insp
(J Q t
V'I 'Imb Final
C:(]nt
C_
!� IlflO Z! Ind iF m Fin
RICHARD E. RAGLAIVD,AIA
ARC HI f f c f S ■ P(. ANh'f RS
ADDF"NDA NO 4
OWNER: - - - -
City of Tigard
13125 SW Hall Blvd
Tigard, Oregon 97223
ARCHITECT: G p
Richard E. Ragland, AIA �'`` 4A
I
Architects & Planners '� v.
510 N.W. Third Avenue �r
Portland, Oregon 97209 C ARD .1t tA!VD ti
PROJECT:
T ,rte
Cook Park Restroc .s IMS
Cook Park
Tigard, Oregon 97223 a OF
l` ►
Architect's Project No.: 9028
Date: April 17, 1991
To: ALL CONTRACT DOCUMENT HOLDERS
This Addenda forms a part of the Contract Documents and mcdifies the original dated 3-
15-91. This Addenda consists of 4 pages, arid 2 Sections.
PRQ,-ECT MAN_ UAL
4.1 Call for Bids
Attached is a revised Call for Bids.
4.2 Instructions to Bidders; Page 2, Article 8
Delete from first paragraph "... and submitted intact with the contract documents,"
4.3 Section 01100 Alternates
Add the following Add Alternates,
Add Alternate 2: Install drinking fountain, DF-1 complete. Base bid to provide
capped water and sewer to tht drinking fountain location, through
the wall
Add Alternate 3: Install glass block at the window openings instead of the laminated
glass in hollow metal frau-es shown In base bid.
Add Alternate 4: .odd soap dlspenoors in each toiletroom.
4.4 Section 02050, Part I.B 1: Chang• scope.
City will demolish and dispose of the existing restroom building down to, but not
including, the concrete slab. Contractor to remove slab and cap existing utilities, as
required.
4.5 Section 04200, P-10 III.A.4,
Add to 7.: Color above BMU soldier course: Davis 5084, 5%.
April 17, 1991 9028-6
ADD4-1
W tJW Th rd Avp,PortlAnd,OR 97709,5Mg2j 6175
Add to'b'. : Standard face, 8" x 8" x 16" nominal face dimensions. Provide lintels,
corners, jambs, sash and crack conr.rol joint units as required. Color:
Davis 5084, 5%.
4.6 Section 08330 Overhead Coiling Doors: Part I.B:
Omit reference to Electrical
Part 11 A.1: Omit motor operation. Instead provide keyed cylinder lock and hand
pull for manual operation. Also, add to approved manufacturers
Cookson Rolling Doors FMW series as supplied by Crawford Roll-Lite
Door.
Part 11. A.2: Change gauge of slats from 20 to 24.
Part II.A.4: Omit automatic stop.
4.7 Section (19000 Finish Schedule: See revised, attached.
4.8 Section 10800 Toilet and Bath Accessories:
Add McKinney as an approved manufacturer.
4.9 Section 15400 Plumbing, Part II.A.1.b:
Change underground piping to five feet outside building to ABS-DWV pipe and fittings
meeting plumbing code.
Part II A.2: Change underground water piping from Type 'K' to Type 'L' copper.
Part III.B: pipe Insb1ation to be omitted from all pipir►g, except Zone 1 piping.
4.10 Sheet Al Site Plan
Add note that existing restrooms will be demolished and removed by City.
Existing slab to be demolished by Contractor, as well as capping existing
utilities and new connections to existing utilhies.
Revise Rtorm sewer. Eliminate connection to existing 12" CMP in street
and Install seepage trenches as shown on the drawings. Add detail 3W.
4.11 Sheet A2 Plans/Sections
Plan 11A.2: Change east/west dimensions to correspond to concrete block
module. Eliminate restroom floor drains. Change exterior v,alls from 'A'
type to 'D' type (see also building elevations). Delete reference to
stainless steel lavatory and toilet.
Foundation Plan 21A2: Change eastlwest dimensions to correspond to
concrete blocks module. Eliminate restroom door drains. Slope restroom
floors to 4" x 4" hole in 6" CMU v,. ,' ;-i drain water Into chase. Add
second floor drain In chase.
Restroom Section 41A2 and 5/A2: r-. : '.e walls to show CMU and not
BMU.
4.12 Sheet A3 Elevations
On building elevations shown on 1/A3, 2/A3. 3/A3 and 41A3 revise to
eliminate all BMU except soldier course at base and lintellsoldier course
at the 8'-0" level. All CMU replacing BMU to be 8" CMU dry block with
color tint smooth face above 8'-0" and solit face below 8'-0". Replace
April 17, 1991 9020-6 ADU4-2
WX WX lw IINFW W op
glass block with laminated glass in hollow metal frames. Glass block to be
priced as an add alternate. Omit exhaust louver on soutn elevation.
On elevations 5 and 61A3 put the soap dispensers as Add Alt. #4. Move
and enlarge the exhaust louver.
On detail 3/A3 revise for CMU wall.
Add details 91A3 and 101A3 showing large scale wall elevations.
4.13 Sheet A4 Details
Detail 1/A4: Change reference of wall bey^^d to CMIJ.
Detail 2/A4: Show glass block as Add. Alternate.
Detail 3IA4: Change to Cb1U wall with brick cap.
Detail 4/A4: Change to CMU wall and brick lintel.
Detail 6/A4: Change to CMU wall. Change glass block to alternate, and Install
5116" clear laminated glass in hollow metal frame in base bid.
Detail 7/A4: Chaiiyq tc CMU wall, but retain 12" soldier course of BMU.
Detail 9/A4: Change to CMU wall.
Detail 13/A4: Add continuous ridge vent.
Detail 141A4: Add continuous ridge vent.
Detail 15/A4: Change to CMJ wall.
D,.• _ii 17/A4: Change to CMU wall. Show correct batten seam at roofing.
Detail 191A4: Show correct batten seam at roofing.
4.14 Sheet A5 Details
Detail 2/A5: Change wall type to 'D'.
Detail 31A5: Change wall type to 'D'.
Detail 7/A5: Revise detail for louver at ints7rior Type E wall.
Detail 4/A5: Add this detail.
Detail 91A5, Wall types: Type 'A' wall to be omitted, except for soldier
course at the building base, and lintel a! !.te t."-0" level.
For types B, C, and D omit note to grout walls solid. Solid
grouting will be required at cells with rebar, only.
Detail 10/A5: Change wall to type 'D'. Change note at door to omit motor
operation with remote operator. Door will open manually.
Detail 121A5: Change detail to show black ABS drain pipe instead o! cast
iron. No paint required.
Detail 131A5: Change to show CMU wall, only.
4.15 Sheet M 1
Change fixtures shown on plumbing fixture schedule as follows-
WC-1
ollows-
WC-1 Water Closet: Wall hung, siphon het action, vitreous china, elongated bowl, 1-
112" back spud for concealed flush valve, bolt caps. American Standard
2478.014 "AFWAL!."
Seat: Open front, commercial weight heavy duty plastic, stainless steel check
hinge, black without cover. Church 9500C.
Flush Valve: Sloan Royal 611, coordinate and provide "L" dimension when
ordering.
Carrier: Smith as applicable, no residential.
Waste = 4", Fent = 2", vW = 1".
WC2 Same as WC 1, only mount at handicap height.
Aprll 17, 1991 9028-6 ADD4-3
L- 1 : Lavoratory: Wall hung enameled cast Iron with soap depression. Wall hanger,
provide anchoring thru wall to steel backing plate In pipe chase, faucet hJes on
4" centers, front overflow. American Standard 4869.02 "Regalyn".
Faucet: Push handle/Handicap type, sell-closing metering type, specify cold
water, vandal resistant push handle. .25 gallon per actuation. Kohler K7504.
Fittings: 1-1/4" x 1-1/2", 17 gauge chrome plated p-trap Speedway
screwdriver stop and supply. Vandal resistant grid strainer.
Carrier Wall hanger, provide anchoring, threaded studs through wall to steel
backing plate in pipe chase.
Waste = 1-1/2". Vent = 1.1/2". CW = 1/2'.
L 1 -2: Same as L-1, only mount at handicap height.
Plan 1/M1: Deleto mechanical ventilation system it its entirety.
Ventilation will be by expanded wall louvsrs and added
ridge vent as a gravity system.
Pian 2/M1: Eliminate all FD-1's in toilet rooms, Add one new FD-1
to chase, as shown on foundation plan 2/A2.
4.16 Sheet E-1
Plan 2/E 1: Omit reference Note 9 for exhaust fan which is being
deleted. Omit reference Note 14 for overhead door motor
and 13 for remote operator which are being deleted.
April 17, 1991 9028-6 ADD4-4
CALL FOR AIDS Page 1
rlOOK KAK REST OO
Written, sealed bids will be received by the Purchasing Department,
Cit? of Tigard, 13125 SW Hall Boulevard, P.O. Box 23397, Tigard, OR
97223, until 200 o'clock PM, Pacific Standard Time Migy 64 1991, at
whlrrh time they will be publicly opened ind read. Proposals shall
be clearly rsarked on the bottom left hand corner, "gLd Proposals
C29k Park Restroom" and also dhow the date and tinea of bid opening.
The project includes approximately the following major itemss
conmtruction of new rostroomal site preparation Including grading=
and concrete fletwoin.
Plans and specifications may be obtained from the Community
Development Department, 13125 SW Ball Boulevard, Tigard, Oregon,
for a fee (non-refundable) of $25 .00 each. Plans and
specifications will be mailed for an additional $3 .00 .
Plans and specifications mny be examined at the Daily Journal. of
Commerce, Construct{.on Datta Westside, Construction Data Eastside,
Salem Contractors Exchange, Southwest; Washington Contractors
Association, and Dodgn!Scan .
All bids w111 be publicly opened at thea designated time and place.
They shell_ be intact with the contract documents and must be
accompanied by a bond, postal money order, certified or cashier's
check from the bidder in the amour s of ( 101 ) ten percent of the hid
as security.
The bidder shall be registered with the Oregon Construction
Contractor's Board prior to bid opening. Provide proof of current
registration and number as part of bid packaa
The euccessfful bidder wit 11,-e required to execute a formal contract
and performance bond in form au approved by the City's attorney.
The bidder mitnil comply w.i*h the requirements of the Prevailing
Wage Law lit ORS 279 . 35 .
The City may reject any hid not in compliance with all proscribed
public bidding procedures and requirements, and may rA jor_t for goad
cause any or all bide upon a finding of tho City if it !s in the
public interest to do so.
Oregonians National Desk Public. [W-a - * �
Daily Journal of Comme+-c* Fubl ish teat.n - � �
SECTION 09000-FINISH SCHEDULE
_ WALLS
ROOM ROOM FLOOR NORTH EAST SOUTH — WEST CEILING
NO. NAME MAT FIN MAT RN MAT FIN MAT RN MAT FIN MAT FIN NOTES
101 STORAGE M1 F6 M2 F6 M2 76 M2 F6 M3 F6 M5 F4 1,2,3
102 CHASE M1 F6 M2 F6 M2 F6 M2 F6 M5 F4 3
103 TOILET M1 F1 M2 F2 M2 F2 M2 F2. M2 F2 M5 F4 2,4,5
104 TOILET M1 F1 M2 F2 M2 F2 M2 F2. M2 F2 M5 F4 2,4,5
105 TOILET M1 F1 M2 F2 V12 F2. M2 F2 M2 F2 M5 F4 2,4,5
106 TOILET M1 F1 . M2 F2 02 F2 M2 F2 M2 F2 M5 F4 2,4,5
107 TOILET M1 F1 M2 F2 M2 F2 M2 F2 M2 F2 M5 F4 2,4,5
108 TOILET M1 F1 M2 F2 M2 F2 M2 F2 M2 F2 M5 F4 2,4,5
EXTERIOR - _LM2 F3 I M2 F3 M2 F3 M2 F3 Arbor: M5-F4 6
_MATERIALS _ FINISHES _
M1 CONCRETE F1 MODIFIED CEMENT COATING
M2 CONRETE BLOCK F2 PAINT
M3 STRUCTURAL BRICK F3 ANTI-GRAFITTI COATING
M4 N,`T USED F4 STAIN
M5 WOOD F5 CLEAR SEALER
F6 NONE
NOTES
1 Paint storage shelves, alkyd semigloss enamel
2 Paint door and frame, alkyd semigloss enamel
3 Paint wood wall above, primer coat only
4 Paint wood shelf, semigloss epoxy paint.
5 Paint wood wall above, Wall Type E, latex semigloss enamel
6 Paint dropped ceiling, latex semigloss enamel
April 17,1991 9020 09000.1
PLANS EXAMINATION WORK SHEET Plan File No
Date Examined
- Examiner
Job Address C' ' "2J Cr 1 ` ' / ' _ valuation�7$ O -x _
Occupant hr"'S f u
Owner
Address;, G, A 7J 5 { y 7 Telephone 6- 3
Architect 7
Address c" Zjd 111A, �' ,- Telephone
Zoning i S Use1) µ�� ��,F s' .,Site Review ✓ O .her_
Occupancy_ / L Occupancy Group .,a 2, Occupant Load_
Type of Construction $/q Stories_j Height �Allowable /
First Floor Area 'Y 5�' Total Area ., - Allowable —�
Exits: Number -Spacing_ —Width Travel Distance _Door Swing
h-ndicap Access ,Latch Mechanism 14y,,,J,. Special Action _--
Corridor Width_ w Construction a 4Ramps 1-1 ,;
Stairway Width ? Construction 11 _Rise and Run -
Other Exitways -- Construction -• �-—
Exit Signs__- Illumination - -Smoke Detection
Construction: Setbacks Front - _Rear _Left Right Approved
Foundat ion�,,-,,,,L,j, f•rl w, �. _Approved -
Exterior Walla Approved
Parapets - Wall bpenings Shafts Blocking
Fire Resistance Struct SteelConcrete Masonry_- b, Wood
Roof Constructioni_Covering .,i t Draft Stops - Ventilation_;_
Smoke Venti-.g - Attic Access -Vertical Openings
Separation Walls_ Rating- !Openings _Doors
Energy Conserv it ion
Lighting(c,u,u �Lkr.• -
Special Requirements
Occupancy: Interior Finish Exitways _-Assembly- Rooms_ _-Other
Lightt;L,•,,.,� j Ventilationy hr4,� } , Heating SanitationC, u/,,
Room Dimensions 5 X 5' L. Glass & blazing
Special Hazards Chimneys-_-_.—_Heating Equip _Fl.am/Comb Liquids_
OccupancyHazards_ -
Process Hazards_-- ---------------------_ - —
Special RequirPmente
Fire Protection: Sprinkler Systems Type Hazard-_� Flow--
Purpose __ Locations
Water Supply or Storage,—j i fAr1 Cc�— -
Other Extinguishing Systems Type _
Purpose _„Locations -
Standpipes _Class Size-- -Location/Protection
Alarm Systems Type_-_ _ Local- Central Station___ -
Smoke or Fire Detection Systems Type Locations
Other
" 46
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