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Jurisdiction of —
GENERAL PLAN CORRECTION LIST
Bared on 1985 Edition of the Uniform Building Code
�/
owner 's �'�''.�_ Plan Check No. Valuation
Job Address l�Z r- 5 c•-� �-76 c.r/FQ y Use je'-TQ/'/
City %%E�l' �t '� _
Type of Occupancy Z
State__._____ ' '�/'� __ Construction —Classification
Total Allowable Floor Area Sq. Ft. Stories .22
Basis for Increase Floor Area: �� huvScC i 3 ?1/
Floor(Max.)hf F�cE /s`tf�?,•v3_nc Gty q Ft.
Floor(Total)_ ark y -Sq. Ft.
Occupant
COMMENTS OR ASSUMPTIONS: 3 rr,9 A&E
;7Z) !3f cf-(J e, hL&Ir.yl w o
— _;I_e t3vr" FDS r' - 11/6 HFi2 R,.Or4y 7-6,446A17 v rc".v f
� r-YPC ,Y %` '44 D 'e V it SAF `y
Cu;rections chro-*ed below arp to be made on plans before permit is issued.
The approval of clans and specifications does not permit the violation of any section of the Building Code or other city ordinance or state law.
GENERAL
10. A fire-resistive occupancy separation in conformance
with Table No. an Sec on 503 is raper d Meen
1. Valuation should d be 3S�GU / �.r a1 the C!A ^x��/� c1✓r>//,S � -/O ec
B✓%/r rO /
41/2Oee -5400--hour)
6 le 2. Shaw job address on plans. -'- (_ -T—•hour)
tx C. "/f
_ ,viii C .Z t-
o/( 3. Give name of parson responsible for plans. 11. Horizontal occupancy separations should be supported /
b 4. Submit full dimensioned plot plan. --
with a structural system having equivalent fire-resistive
y protection,Section 503(b)
5 Give all dimensions on plot plan. 12. The building is limited to. _--stories
stories
- -- ( feel in height)as a Type _
AREA LIMITA-IONS AND GENERAL structure.Section 507 and Table No 5•D.
OCCUI .NCY REOUIREMENTS
6 Giovnd elevations should be shown at comers of the
(wilding and at changes in ground slope The ground - 31
—
elevations s ould be taken at the lowest Doinl between 13. A room it which a water closet is boated should be
the exterior Kali and a point 5 feet out or at the property separate 4 from food preparation or storage rooms by a
line,If closer W`•ere the exterior wall is parallel to and fight-fitting door.Section 510(a)
within 5 feet j!a public sidewalk, alley or other public
way, the ground elevations should be the elevation of TYPE OF CONSTRUCTION
the public way The number of stores in this building
cannot be delermined until these data are furnished. 14. Roof coverings should be fire retardant.Sections 1704
and 3202(b) Details or specifications complying with
7. The total rloor area is limited to _R Section 3203(e)are regwred
square U«fit Sections 505 and 506.
15. Exterior(court)walls within __feel of
8 Unobstiurlea yards of }eel should property lines should be of--hour construction
be maintained on sides Section—_03(a)
of the huliding for area purposes.Section 506.
16 Openings in exterior(court)walls within
g Provide t5elails l0 show that -hour area separa- feet of property lines should be protected with three
lion walls will comply w-th Section 505(e) fourths-hout lire assemblies Section 03(b)
(a)Extend vertically from the foundation to a point 30
inches above the root
(b)Total width of all openings IirtNted to 25 percent of 17. Usable space under the first floor except in Groups R.
the wall length to the story under consideration Division 3 and M Occupancies should be enclosed w
(c)All openings ptolecled with trip assemblies having a required in Section 1703
fua resistive rating of one and one-half (three) `-` ^- --- -
tours 18 Fire-msistive construction for structural frame P.leri,er.ls
rd)Ducts through arest separation walls should be in the exleocir walls should comply with Footnote No 1
9votded If eflewed,duct pwieltationi should be pro- of Table No 17-A and Section - See
.riwrt as required to Sector 4306 01 Section 1702 for definition of structural frame
ShW No.1 of a Shoos
183
r __
19 A.weather-resistive barrier should be applied to exterior
walls as SPECIAL OCCUPANCY REQUIREMENTS
specified m Section 1707(a)._ Group A
20 Enclosures for floor o ---
penings should comply with Table 35. A-3 Occupancies should 0e of one-hour fire-resistive
No. 17-A,Section 1706 Details should be provided to
dearly indicate this. construction if located in a basement or above the first
story.Section 602(b).
21 Structural members carrying masonry or concrete walls 36. A-2.1 Occupancies with an occupant load of 1000 or
in buildings over one story in height should be protected more should be in T
with minimum cne-hour fire protection.Section 1708 YDe 11-FIR., II One-hour, III One,
hour or IV�uildinss,except
t that the root framing system
for one-story portions of buildings cl Type 11 One-hour or
_ — Type III One-hour construction may be of unprotected
construction when such roof framing system is open to
22 Nonabsoment finish and backing for toilet room walls and the room and does not contain concealed spaces Sec.
tion 602.
floors should conform with Section 510(b).
37 Group A assembly rooms having an occupant load of
23 Shower stall walls should be finished with a hard,non- 1000 or more shall not hs located in the basement
absorbent surface to a height of 70 inches above the unless the basement is cxated in a building of Type I or
drain inlet.Section 510(b). 11-FR.construction.Section 602(b) The main entrance
should front directly upon, or have a 20•foot-wide
24 Doors and panels c' shower and bathtub enclosure access to,
8 Public street at least 20 feel in width.
should comply with Section 5406(d)5. Section
25. Parapet walls not less than 38. Light and ventilation should con,,ly with Section 605
required.Section 1709 irx hes in height are
--- 39 A one-hour fire-resistive occupancy separation is
26 Eaveshould
overhangs and similar architectural projections where the largestuired between lhe peceolufror fuel central healing
should comply with Section 1710. 400,000 Btu per hour input and 11,e rest of the budding
__-- Section 608.
27 Projections beyond the exterior 40 Exterior openings for rooms containing a bode
r or cen-
I wall should conform tial healing plant should be r.rotecled with three-
with the less restrictive of the following-
(afourths-hour fire resistive assemblies that are fixed,
)A point one-third the distance to the property line autoatic or self-closing d located below openings in
from an Cxterior wall Section 504(b). m
(h)A point one-third the distance from an assumed another s!or
windows n the same or if s than 1 Q feet from other doors or
vertice I plane located where fire-resistive protection _ 9 Section 608
of openings is first required due 10 location of proper-
ty Section 504(b). Group E
`------- _� 41. Atmospheric separations should comply with Section
i 802(b)- I
28 Envelope ceilings should satisfy the following condi-
tions(Section 4303(b)61 42 Use of rooms should be clarified Note that rooms in
(a)Should not be used to provide fire protection beams Divisions 1 and 2 Occupancies used for kindergarten,
�c) and girders supporting more than one floor first or second grade pupils and Division 3 Occupancies
b)Columns should be individually lire protected. shall not be located above the first story.Section 802(c►. I
Duct and other openings are limited to 100 r
inches it each 100 square feet of ceiling areasquare
(d)Duct openings should be prole
hie dampermpers. sed with approved 43 Special-hazard rooms snould be separated from m other
porns
f the
not
(e)Electrical outlet boxes should be of Steel and not resistive ooccupgncyiseparat on Section 802 one-hour hie•
greater than 16 square inches in area
29. One Gypsum board,lath and plaster and similar ceilings in 20-foot wide access to,a Public it should frontsttrreelt at least 20 feet in
conjunction with fire-resistive assemblies should be width.Section 803
Supported at intervals not exceeding 16 inches. Horns
20 uirough 25,Table No.43-C. --
45. Sanitary facilities should be provided in accordance
30 Wood stripping or suspended wood systems to with Section 805.
sum board,lath and plaster and similar ceilings should
be not less than 2-inch nominal thickness Section 4704 46. Light and ventilation should comply with Section 805
(b) (Section 4703(b)for wall stripping _
ul� 31 Final partition layouts and details should be submitted_ 47. A one-hour fire-resistive occupancy separation
pc>�par,_ required between the boiler or central heating plant
where the largest piece
Prior to installation to Justify compliance with of fuel equipment exceeds
1— cy,fire-resistive,structural and exit requirema^t-. 400.000 Btu
L- Section 808.per hen input and the reel of the building
`'2. Justifying test data in conformance with Seco ton 0 or
Ca an ICBG research report is required for_. Group
tit ' Rooms in which rubbish(linen)chutes tonninale shouldAt
Division 1 Occupancies -�
—' be separated from the remainder of the building with a R construction unlessnshould be of Type 1 or
one-hour occupancy separation.Section 1706(c► i in Section 1002(b) complying with the
34 Openings into rubbish and linen chutns and terminalDivis on 1 or 2 Occupancies
rooms should not be located in exit cor panties should be of one
ndors or stair- '°S1°'t'Ve construction Table No 5-C
ways.Section 1706(c) --_____ventilation should comply with Becton 1005
ShW No.2 of e ShMMa
184
I•�I.A one-hour fire-resistive occupancy separation Is 67. A one-hour fire-resistive occupancy separation is
required between the boiler or central heating plant 7u).
uirsd hetween the Wowing rorxns and the rest of the
where the largest piece Of fuel equipment exceeds ding:
0 B r hour input arta the rest d the buildingSection 1008. . Storage or laundry rooms that are within a Group R.
Division 1 Occupancy that are used in common by
-- tenants.Section 1202(b).
52. Exterior openings for roams ca„dining a boiler or can- (b)Rooms containing a boiler or central heating plant in
tral heating plant should be protested with three- a Group R, Division 1 Occupancy, except where
fourths-hour fire-resistive assemblies t!hai are fixed, suet, rooms cariain equipment sbrving only one
aitomatic or self-closing if kx+ated below openings in dwelling unit.Section 1212.
another story or H less than 10 feet from other doors or
J
windows i tha same budding.Sectron 1008. 68 Every dwolling unit anti guest room should have cnm-
tort heating facilities as specified in Section 1211.
Group B _
69 Every dwelling unit and every guest room in a hotel or
53. Motor vehicle service stations should be of nonconbus- lodging house used for seeping purposes shall bepro-
We,fire-retardant treated wood or one-hour fire-resis- vided with smoke detectors conforming with U.B C.
Ove construe ion:Section 702(b). Standard No. 43.6. A smoke detector should be
-- Installed in the basement of dwelling units having a
54. Storage areas in excess of 1000square feel in borate- stairway which opens from the basement into the dwell-
bon with wholesale or retail sales should be separated ingSuch detector should be connected to a soundin
g
from the public areas by a one-hour defice or other detoctor to provide an alarm which will
fire-resistive occu-
pancy separation unless the building is equipped be audible in the al"ping area.Section 1210(a).
OP�ghout wi►n an automatic sprinkler system.Section - ----
bb --_— Group M
55. Ligfnt and ventilation should comply with Section 705. 70 Group M Division 1 Occupancies are limited to 1000
56. Exhaust ventilation at or noar floor level is required by Section 1102 feet In floor area and one story in height.
Section 705. _
71. Garages should not open directly into a room used for
57. A ono.-hour fire-resistive occupancy separation is sleeping purposes.Section 1104.
required between a boiler room or central heating plan
where the Ingest piece of fuel equipment exceeds -
400,000 Btu er hour input and the rest of the buildin 72. An approved noncombustible malarial or asphaltic ppav-
Sectirn 70e g ing material is required for garage floor surfaces. Sec-
- tion 1105.
Group R — --
56. Groi,p R,Division 1 Occupancy more than two stories
In he`ght or having more than 3000 square feet above EXfT REOUIREMENTS
C+d firt.r story should be of one-hour fire-resistive con-
atructior throughout except as provided in Section 1705
(b►? Section 1202(b). 73. An occupant load sign is required in class dome,
- assembly areas,etc.,having an occipant bad of more
59 The following rooms should have exterior glazed open. man`50 Section 3302(c).See
Ings for natural light (operable exterior openings for _
natural ventilation)as specified in Section 1205(a). --
- 74. Confonning exits are required from the areas below as
specified in Section 3303(a)
80. Mechanical ventilating system in bathrooms should
provide five air c henges per hour directly to the outside 75. Exits should have a minimum separation of one-half the
Section 1205(a). V maximum overall diagonal of the building or area
61. Exteriorserved.Section 3303
openings from should not be —
considered as furnishing required light or ventilation — --
since they do not open to a ard, court or street in Q 76 No point In building should be more than 150(200)
accordance with Section 1205� the a). feet from an exterior exit,horizontal exit,enclosed sten-
- way or exit passageway, measured in the direction of
62 Courts bounded on four sides with wells should be of � travel Section 3303(d)
H least 10 feet in length.For courts mire than two stories in in height,the required width should be increased by 1 77 Exit door stnouW swing in the direction M egress.Sec-
loot and the required tength oy 2 feet for each additional hon 3304(b) See doors _
story Section 1206(c) _nn ----- ----
- 63 _ Every sleeping room below the fourth floor should have V 78 Double arcing doors shall not be used as exits in the
c^ at least rine window or exterior door approved for emer- �� following locations Section 3304(b)
gency exit or rescue Section 1204 —
t� —-- — _
64
room should have the minimum hefti _
height required in Section 1207(a) ng 79 Exit doors should be crionable from the inside without
AQ the use M a key, special knowledge or efforl Section
room should have a minimum Moor area hC 3304(e) Note also that flush bolts or surface boll.
are
Of square feet Section 1207(b) Prohibited.
66. Efficiency dwelling units efx►uld oorrply with Section 00. Exit doers shoa,id be a minimum size d 3 feet x 6 feel B
1206. Itches with s ,koor capable d opening g0 degrees
Section 3304(e1.
host lb.7 of I Shsafa
195
81. The net dir rnslon(clb w+•dth,)at dounwe should be
used in d<rerninin n 100. — —
gaxil widhs requi by Seaton Openings in exterior walls below or within 10 feet of
3303 es. Section 3304 (e). In consideration 0f door exteri0r stairways should be protected with self-closing
thicknesses, panic hardware
required exit widths Neva not b, door swingy.See door 3306(l)., etc., the three-fOa. e assemb
ean fumiahed
ths-hour lire-resistivlies. Section
101. Enclosed usable space under in stairways should
82. t floor threshold
landing not more than f (1) inch below the be Protected on the enclosed side as regUired for one.
threshold is required on each side of an exit door.&-action
3304(h) hour fire-resistive construction.Section 3;. ;
83. Doors should not protect 102. Noncombustibla e.Atenor stair! '
P tect more than 7 inches into the 300(n). gra required Suction
required corridor width when fully opened or more then
one half into the required corridor width when in any 103. Exterior stairs should not Project Position.Section 3305(d) p )ect intoe area(yards or
courts)where wall openings must be prolecteJ.
Section
84. Revolt ~— - 3306(n).
ng(sliding)(overhead)doors are not permitted
as exit doors.Section 3304(g). 104. Or1e�irw,a—'�------_
_ (0). Y should extend to the roof. Section 3306
85. Exiting through another room does not comply, _
as Provided for In Section 3303(e). ,except 105.
Six-tool Finch minimum headroom clearance for sta,,-
96. Corridors should havea minimum width of 4A (3g) Nets should be indicated on plans. Section 3306(p)
Q Note that this is from a plane tangent to the stairway
inches.Section 3305(b) Y tread nosmgs.
97. Corridors serving nonambulator -- 106 Ham y Persons should have P s lopes should rrrt exceed one tool in
an 8-loot minimum width .
Section 3321 (c), feet.Section 3307(c)
88 Doad ends of corridors and exit balconies are limited to 107. Surlac9 of rem shouts
20 feet.Section 3305(e). be rougmeru+d or ofslip-resistant
^ materials.Section 3307(g).
89. Walls and ceilings of corridors should be of one --
determine
— ----
iDA. Stairways should be enclosed as specified in Section
tire-resistive construction Section 3305(g) An archi- 3309.
to termi section through the corridor Is necessary to a One(hyo)-hour determine how this is eCCorr1 ( 1 hour fire-resistive walls are required
plashed. b Only exit doors are allowed to open into exit
_ enclosures
90. Exterior exit balconies cannot project into an area (cl Doors shculd be labeled one (one and one-half)- t
where protected openings are required due to location hour n assemblies.
on
on property.Section 3305(r) (d)Exit enclosures should include a corridor si the
—'---- Around Moor extending to the exterior Fire-resistwe
91• Interior openings into corridors construction should be as required for the exit enclo-
Specified in Section 3305(h). should be protected as sure,including protected openings.Only exit doors
are Permitted to open into the corridor.
92 Stairway_ (e)An approved barrier is required at the ground floor to
Should have a minimum width mf People from accidentally continuing to the
M------__Inches.Handrails should not project r level.
Moro than 381 inches into the required width on each (f) Usable space's not all
side.Trim should not n � inches int
roect more than 11 owed under the stairs
required width on each side.Section 3306( o
(b). ------------
93 Risers on stairways Should 109. All required exits from the building should be smoke-
Risers
7 and runs should rut be less thess than 4 n inches chest ��ecbsurns complying with Section 3310
.,action 3306(c) 110. Openings into exit courts less than 10 fest wide s-wide
94. Landings 0n stairways should have a dimension in the be protected with labeled 45-minute lire assemblies.
Section 3311 (d) Also see 'exit court" definition in
direction of travel equal to the width of the stairway but Section 3301(b).Openings more than 10 feet above the
need not exceed 44 inches for stairs having a straight run court floor are exempt.
Section 3306(g) — — —
95Doors swinging over landings and in the ful'v No openings other than required exits are permitted in
bon shall not reduce the required dimension bymorrethan exit passageways. The Passageways Should be of
7 int - When a landing serves an occupant,load of 50 -'hour fire-resistive construction Section 3312
or more, doors in any Position shall not redu,-e the re-
quired dimension 10 less than one hall of its required 112. Exit illumine,on and sigrs should be
wSections 3313 mence wish Provided in con.
width.Section 3304(1) hand 3314.
96 Basement portion of stairways shou4l have an 113. Aisle �—
approved barrier where continuous to f r (cross aisle)in auditorium should have a minimum
1 (a)
exit enclosure.Section 3306(h). ?Pe floors in an width of_.Sect,,n 3315(b)Section (e)
97. Vortical distances between atalrwa lands 114 Panic hardware is required on exit doors serrin Group-
Ited l0 12 feet.Section 3306(i) y nga ars llm- A Cccupancie, Sections 3317(d)and 3318(e�In lieu
of this,doors shall have no locks or latches.
98 Hark-lila should be Placed 1`101 1083 than 30 inches nor
more flan 34 Inoses above the r 115. Main and side exits in conformance with
Two ho,ldrails are sed Section fr) are required for Grout A,Division 2(2.1)(�Occcu anion .
Inches Ir,width. rsquir�d wfv m stairways exceed l4 cies.Section 3318(a�
ies and land116. Corridors d Gru.-o E Occupancies should have a width
conform with Section 1711
99 Guardrails lot stairs, balconings should required by Sectio 13,302 plus 2 feet,but not less:han 6
(( Note that maximum dear- heel.
once between Intermediate rails Is 6 inch" Section 331 b(a).
Sh@M No.4 el a L+»els
186
117. Each floor above or below the ground floor le sl d 135. Class III standpipes are required in buildings exceeding
Sectixt Group E Occupancies should have no less than rp exit 150 feet�n Height.Table No.38-A.
WWrs (g)
136. Buildings six stories or more in height should be pro-
I.!?. Ezit stairs serving an occupant load of more than '
vided with not less than one st indpipe during con-
e Group E Occuparicy should have a minimum dear struction.Section 3806(b)
width of 5 feet.Section 3319(g).
- - 713T Automatic sprinkler system plans 1•hould be submitted
119. Every room with an occupant bad exceedirg 300 in a to determine compliance with spouldbe building,
Group E Utx upancy should have one d as exits intoe plumbing and fire codes.
i
separate exit system.Section 3319(b). L_
120. When three or more exits are required in a Group E FIREPLACES AND CHIMNEYS
Occupancy,no more than two required exits should exit
hto the same exit system.Section 3319(b). 136. Chimneys should comply with
370,5 and 370E. Sections 3703, 3704,
12'. I;a Group E Occup+ncy no point in a room should be
more than 75 feet to an exit corridor,enclosed stairway 1139 Fireplaces and barbecues should comply with Sectinn
I
or exterior of the building.Section 3319(c). 3707.
122 Exiting through adjoining moms h a Group E Occupan-
cy should comply 00th Section 3319(d). FINISH WORK
123. Panic hardware is required on exit doors serving rooms 140. The interior wall and ceiling finishes should be specified
containing 5o or moi , occupants and in corr'x: 1rs of and comply with Table No.42-B and Section 4203.
Group E occupancies.Section 3,119 0). -- - _
---- 141. Gypsum wallboard(interior lath and plaster)cannot be
124. All required exterior exit doors in a Group I Occupancy installed on wriathe r-er;posed surfaces.Sections 4705,
sh:11 open in direction of exit travel.Section 3321 (a). 4711. See Section 424 for definition of weather-
- exposed surface.
125. Doors from bedrooms and wards of Grvp I Occupan-
cies and all exit openings where noa,ambulatory 142. Skylights should comply with Cha,)ter 34. Pla"tic sky-
patients are housed should he"a minimum clear width lights are allowed only under conditions specified In
of 44 inches. No projections in this width are allowed. Section 5207.
Section 3321 (b) _ �-
143. Glass and glazing should comply with Chapter 54,Type
126. Panic hardware is required on exit doors serving nx re and thickness d glass should ue specified.
than 50 occupants in Group I Occupancies unless there
a - -
Is n0 latch or lock.Section 3321 ((). 144. Glass and glazing subject to human impact should
I
with Section 5406.
FLOOR,ROOF CONSTRUCTION,COVERI%J,SKYUGHTS,
ROOF STRUCTURZS
- - STRUCTURAL
127. Drafislopping as specified in Section 2516(f)4 A shat: -- _
be provided within a concealed Cnor-ceilin, - 145. S
kxmed of combustible construction. "'1 pe co
Special inspection In nfonnence with Section 306 is
required.
128. Draftstopping as specified in Section 2516(f)4 B shall 146. Soil classl icatkxn in conformance with Table No.29-B
be Provided within attics, mansards, overhangs and and�. pounds per square foot soil bearing
similar concealed spaces formed cr combustible value ustid in design should be specified on plans.
construction. Seclion 2905.
129 Roof drainage should be conducted and�r the public 147. The foundation investigation report mentioned in plans
sidewalk Section 3207(e), was not included in data forwarded to us. It should be
submitted for ravi9w.
130 Overflow drains having the same size as roof drains and
on independent drain lines are required In lieu of this, 148. All masonry or concrete elements resisting seismic
overflow scuppers three times the size of roof drains forces should qualify as reinforced elements. Section
should be installed in parapet walls Overflow system 2312(j)2 B.
should have inlets located 2 inches above the low points
of the roof.Sec ion 3207(c). - 149. Precast concrete wall panels should be justified for
131. Thea compliant s with Section 2616(c).
aggregate area d penthouses and other root strut
tures cannot exceed 3316 peroer,;of the supporting roof 150 Wood members may support
a area.Section 3601(b) y pporl bads from masonry or
concrete only under the conditions specified in Section
h -AUrT AATIC SPRINKLER SYSTEM 2515(a).
151 Structural calculations should be submitiod to justify
} 132. An approved automatic o"kler system in the_ the adequacy of the stricture;system in resisting sets.
_ required. Section 3802. This Includes blind mic and wind loads, and supporting dead and live
spaces enclosed wholly or partly by combustible bads.This includes foundations
construction -- - ----
LL11
133. Class I or III standpipes are required in sprinklered build- 152, Justifying calculations and details should be provided
for
ings four or more stories in height Tablo No 38-A ---- ---
134 Class II standpipes are required as specified in Table 153 Roofs shall be designed km snow beds
No 38-A
--_ -- pounds per sauarp root Section 2305(d)
It"No.i of I Shags
187
154. The roof should be de
with due consideration sipnet!to►upint wlnd prawree 166. NM31dl09 data or details for steel decking used as a dia-
Tfor lateral support d
tion flanges of flexural nx mbsrs. mmpnls, p6ragm should be provided.Information should comply
wkh a specific ICBG evaluation report or lest data submit-
led in compliance with Section 105.
155. Floor bed should consider a 20-prxxd-per_"__fool _
partition load.Secrdon 2304(d). 167. Details should be provided on roof (floor) diaphragm
connections thef Indicate how the shears are trans.
WI'5
Marqu9es (residential balconies) should be designed ferred to vertical shear-resisting elements.Connections
for 1`a 60-uwnd-per-square-fool'Ave bad.Table No,23- should be I'ustfied with structural calculations for eom-
A. pliance with allowable values.
Garages for the>Ltorepe of private plsasur9 caro should i G3. jNalling Ior gypsum board(lath,sheathing board)used
be des' red for a nunimum 2000 pound whee; bad. turally on shear wells should be specxtted to com-
Sectic 12304(4 ith Tabla No.47-1.
158• Lh*load reductOns should comply with SecW12306. 1 t0. Shear w&ils utilizing gypsum buerd (lath, sheathing
board) cannot be used to resist loads imposed by
159. GI,IM-laminated lumber should be t*d-.sled In actor- masonry or concrete wells.Footnote 1,Table No.47-I.
d_noe with Cecxion 2511(f).
_ 170. Railir1ga should be designod to withstand a 20- (50-)
160. Albweble stress In glued-lamorated members over 12 I pound-per-foot horizontal force.Table No.23-B.
kxhes in deptn should consider i,depth reduction fac
LX.Section 2511(1`f)5. 171. Coiling framing should be designed for a live bad of not
less than 10!20)pcwrxis per square foot.Table No.23.
161. Bolted conrroctions exposed 0 the weather are limited B.
to 75 perc�mt of Via allot itAti load under protected — ------�__
1
conditions.Where always wet.th+►dbwable load shall 172. Interior partitions should be jt-£lified structurally for
be 67 percent M the allowablb sad under prolected stren th and deflection criteria specified in Section
conditions. U.B.C. Standard Na, 25.17, Table No. 23C9 b).
2:1`17-S. `-
173, should comp y
162AJichorage of concrete and masonry walls should tom- with a specific IC !evaluation report or iustitying test
ply with Seals,2310. dela should be k pitted in Mripfiance with Section 105.
Ptyxood grades should conform with Table No.25•B. i�w
1ns should indicate that foundations Roland below the
164. Justffreation is required that Sufficient elope or camber is st line.
avallable to assure adequate roof drainertb after song- --
time deflectic,s.In lieu of this,1`0013 must be designed 175. PtOvlde cart,
bt
sq pe Specifications in Confortnanc� with
ion possible ponding d water.Section 2305;�. the deli)n 101`
165 Details on stressing method and hardware along with _
,astilying data are required on prestressed concrete
work.This data should be submitted and approved prior
to orderinq of material Nae than all tendons should
11+^ comply with Section 4303 (c) 3 for lire-resistive
purposes.
AddItional Cornoctions:
'VO �O� i r�--
/�S
J
c o These sMete are a part of the plans and shall remain attached thereto Corrections as stv"wxy sifsd win be oomp9sd with
�l!
—' P4KtW1*ed and approved_-. —_- (Sipe Here)
carr.d Owrr a Appy) `
Or1a�_.+— ------ ----- -- — Chocked by.
ntvWM cess
fA+set Ma.�sr•Mrr4s
Ise ,
LYH I F 1 LU :�L WLKA(,L A(,L1Jl.Y OF IVA:AIi I 1 xa I"A t-UUN I Y
FIXTURE UN 1 T RAT 11&S
TOTAL TOTAL
F I XrLml VALUE NUIMB[R NU MbiR
BJ1P T I STRY'/FDNT 4 j
BATH - TUB/SF OWKR 4
CUSPIDOR/WATER ASP 1
DISHWASHER _ CXAMER 4
DO E*ST 2
I
DR 1 NK 1 M F'OUNTA L N 1
FLOOR DRAIN - 2 1 NCl-i 2
- 3 INCH 5 ..._
- 4 INCH 6
GARBAGE D I SP[`SAL
- DOM (TO 3/4 HP) 16
COM (TO 5 HIS) 32
I.
- IND (OVER 5 HP) 48
Of'- SEP (GAS STA) 6
SF404MR - GAM 1
STALL 2
61NC - BAR 2
- BRADLEY 5
- CC**KRC 1 AL 3
I
- SERVICE 3 ((1
WASHER. C OTHES 4
WATER KYT 4
WATER C AXKT 4 / �>
UPI i NAL 4 l
I
� 11
J
Cal s
LD 17 11-1
-I DATE NSP �/ ` TOTAL.
omINESSf [771J 1
ADDRE!iS Pam T No.
COUNTED FROM
TAX MAP/LOT
1
73.25 R43
-Z, PLAN CHLCK NO._�7-610
for inspections call 639-4L75 \\ PERMIT NO.
��� i—� 1D � --
CITY OF TIGARD 639.4171 DATE �-'
BUILDING PERMIT
P.O.
Box 23397, Tigard OR 97223 TAXMAP ZS1,4 >A LOTNO. _SUODPVtSION
OWNER T� L c t� Cc, C��r'�' JOO ADDRESS
BUILDER f21 A IIA`� STATE REG.NO EXP.OAT F.
BUILDER'S FHONE
PHONE OTHER
-----"—
ARCHITECT __.
❑ OTHER DEMOLITION
STRUCTURE ❑ NEW ❑ REMODEL Cl ADDITION ❑ REPAIR G MOVE CJ
RESIDENCE O Comm — ❑ EDUCATION ❑ IND Cl ,R/ELIGICUS, ❑ACCESSORY O GARAGE Ll OTHER ❑ FENCE
OCCUPANCY LAND USE ZONE ,1 ' �BLDG TYPE _JC_ FIRE ZANEr PLAN CHECK BY ►SAT
---.—__ 2% 6c)
SEWER PERMIT r 3 C'0�r�� u) --
OCC.LOAD FLOOR LOAD HEIGHT _NO STORIES`-2 AREAL (6�DROOMS _ V lkLUE _
BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIOE RIGHT SIDE
PermIt /,3-d 5-0 THIS PEAMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
`fGULAT10N5 AND All APPLIC/1�LE CODES AND ORDINANCES.AND IT I.". HEREBY AGREED THAT THE
Plan Check 9�, XIV,0lRK WILL BE DONE IN ACCORDANCE WITH THE PLANS AN. PECIFicAnoNs ANO IN COMPLIANCE
7 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUAh.:E OF THIS PERMIT DOES NOT WAIVE
PI•Ck.F" FtEsTnicTvE COVENANTS.CONTRACTOR ANG SUB TAX ERMIITS.SEPARATE PERMITS REOU RED FOR SEWER.PLUMBCTONG AND H nNTO HAVE RGRCNT CITY BUSINESS
Slate Tax 7, 0. SS n-
Total 3.2o .26 APPLIC NT RA(dEHT
�C-
Pre;>'d. 0e, q jZ 1
7 Fl4o ADORE
Bal.Due 7 •7�. / 3
— -Approved By
SSDC -- S
SOC_ RECEIPT N
POC — _j DATE PD.
SCLIER CONNECTION 5 AMOUNT PD.
SEWER INSPECTION S
f.Y
V) SEDER SURCHARGE S _ .fJ v -5 t cv
�o .�
r22
LO C..
J _ofT1mentm ;
PLAN CHLCK NO.��
for inspections call 639•-4175
_ PERMIT N 0.
CITY OF TIGARD 639-4171 DATE �Aj 7 �-+�o 19 1—
BUILDING PERMIT
P.O. Box 23397, Tigard OR 97223 TAX MAP LOT NO. SUBDIVISION
OWNER �'� /� _�P��� �c`• Cnr� i• JOBADORESS \bO?LL ILL) ��'���1 Sin;Efc \0D
BUILDERS �'7u �� (nrJS 1' STATE REG.NO. EXP.DATE
BUILDER'S PHONE C's _—
ARCHITECT _ PHONE— OTHER
STRUCTURE ❑ NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ MOVE ❑ OTHER C3 DEMouT10f4
(3 RESIDENCE ❑ COMM C) EDUCATION ❑ IND ❑ RELIGIOUS. (]'ACCESSORY EJ GARAGE ❑ OTHER ❑ FENCE
OCCUPANCY LAND USE ZONE r BLDG.TYPE FIRE ZONE PLAN CHECK BY BEAT
h 1 -
qi —
SEWER PERMIT I, (1 du) baths, traps garage ar aA
OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA~11�(,NO.13ED110OMS VALUE
BUILDING DEPARTMENT SETBACKS FRONT RFAH LEFT SIDE nIGHT SIDE
Permit r7 z -0 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINEU IN THE BUILDING CODE, ZONING
REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES.AND IT IS HEREBY AGREED THAT THE
Ptah CI►eck �, WOAK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICJ1T1ONS AND IN COMPLIANCE
WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES HOT WAIVE
P1•Ck,F" _ RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
`` TAXPERMIM SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HFAnNQ-
Stale Tag ? b e 5500
Total 2-0, Z b APPLICANTORAGENT
Prepd.
�. "i�GA��Ib�+- 917_2?�. ��-�►z"1
_ �. �� Rncelpl No
ADDRESS rt,o 1
Bal.Due
Issued By Approved By--
S I)'DC
y-SSDC --- $
SOC - RECEIPT #
PUC -Ai �_— DATE PD._ _
SCUER CONNECTION 5 At.OUNT PD._
SCUER INSPECTION _ 4 _______.
SCUER SURCHARGE S
:omMento :
fpr S�IPc'� PLAN CHECK NO.
for inspections call 6:39-41.75
PERMIT N0.
CITY OF TIGARD 639.4171 DATE
BUILDING PERMIT
P.U. Box 23397, Tigard OR 97223 TAX MAP LOT NO. SUBDIVISION
OWNERA ht�7A�t f �_ilhl,S i _ JOB ADDRESS
BUILDER � .C, /,�7 �J Ln �n rd'. —_ STATE REG.NO. _EXP.DATE -
BUILDER'S PHONE } -
ARCHITECT _ PHONE OTHER_
STRUCTURE ❑ NEW b REMODEL ❑ ADDITION F REPAIR ❑ MOVE 0 OTHER L7 DEMOLITION
❑ RESIDENCE Cj COMM ❑ EDUCATION ❑ (NO - ❑ RELIGIOUS. ❑ACCESSORY L] GARAGE L]OTHER ❑ FENCE
OCCUPANCY � _LAND USE ZONE BLDG.TYPE ���FiRE ZONE- PLAN CHECK BY MEAT --
SEWER PERMIT0 (1du) _baths._ traps garage aarea
OCC I.gAO FLOOR LOAD HEIGHT NO STORIES Z AREA 2 16250.BEDROOMS VALUf��
BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIOE _RIGHT SIDE
Permlf L Sl1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE GUILWNG CODE, ZONING
REGtILATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THE
Plan Check_ C! 7 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE
WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
P1.Ck.F" /, C RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
TAX PERMITS.SEPARATE PERMITS REOUIRED FOR ySEWER.PLUMBING AND HEATIN0.
Slate Tax SDC—
Total APPLICAN T OR AGEN T
Prepe. _ I cl � �� •(7. � Z'�51b I�CSA/.(� �)�i � �ZZ__3 .�"-3�,_�olZ 1
+, Recelpl No ADDRESS PO4ONE
Bal.Due � Z , � /
Iued By _ -- ------Approved By
SSDc --- $
5 0 C — '� __----
e RECEIPT N
POC — Y — O;".TE P0. —`
SEWER CONNECTION 5 AMOUNT PD.
SEUCH INSPECTION S
~ SEWER SURCHARGE S
i-
J --
C7
ommente :
P.O.aA 23307
CITY OF TIGARD PLUMBING 13M Sq F12t11 BI"I.
TrM
Applicant ,Hast hold Oregur. Registration to conduct a plumbing PERMIT X75
business or mu:i be property owner/operator not hiring outside help.
Name of Dovebprr*N Plumbing Permit No. .5 3 G S
Address �( D"a"m2&$ j' / / ORS 814.21.610 OUAN. PRICE AMT
Job Tax Lot Map.No.
Address FIXTURES _
Lot BlockStt�divlalon Sit* -- - 7.50
Name or name of bu ss Lavatory / 7.50 S
_ Tub ur TublStawer Comb. 7.50
arin0 Adclireas Shower Only - -- 7.50 -
Owner k to zip
Water Closel - - 7.50 2 J
Dishwasher _ _ 7`i0
Garbage Disposal - ---7 -
Washing Machine -- - - 7.50 -
/� floor Dram _ 7.50 - -Water Heater --- 7.50 7 S-U
Occup Laundry Room Tray -- -- 7.50
- 7.50
Other
OU►er Fixtures(Speak) 7.50
7.50
7.50
contrl 7.50
MISMILLANEOUS
No. 8ewer lot 1W 30.00
S~qw Addr.100 16.00
Wales Service let 100' 20.00
hent nuKbn wafer 8411"111:14 aa-Addit.21M' 15.00 Y
given is awrsd,flat 1 am nspamou...........___ rid also Storm&Rain Drain 1 st.100' 30.00 -
hir e a Stale Pkart"-pens.that Ma nurn 1ws plren ars 0omsd,that all
Pkanbkv work wig be dura in sooadsnoe with approsble provtsbno d Ore- Stan i P Nn Drain Addit.100' _ 15.00 -
gon Revised Statu'se Chaplers 447 and 003 and eppMoabls oodes and that MobM f;rn,,%gpea, 25.00
no help w11 be aavbyed unless roeneed under ORS 003-(If exempt from -
fiw►weft Oma bdp,� 8ad1 FlowPfaverlion
HOW-OWNERS-i hereby owlilty/1a1 t A n the owner of rte property do- Derloa or ArAI Po0.otlon Dow" 7.50
aafbad stole,r wilt h k9o"oe 1 pttppoaa b nlab a 0011 1p,- taratlon for Mq►TraporY1taeM Nol
my own use aid thea pmpwV b nd b$N aoner+uisd br 8W,lease or M141- COO.- --- lo a Fbrwm 7.60 --
Q 11 Beeln 7.50
sup.of E.111101.Ptur>binig _ 40.00 Per Hr.
SpecisljNqusslad klapead" 40.00 Per Hr
AMM,of PMrrd*V wra1M1
an 81'10. 15.00 non.
AMWORLMD SKINATURE C Oats New".or Burd.Pddlron U-00 non. _
faid.l _
G..Mtw Worft nsrn❑ sd�mlon C� aMers0on Q repair O d4pmJD _ _
"l f)---nat-reNdOntla!D--
Ettia , use d
uvtaxa
a"I of irNA1QaANOt ��
0mq it !oVu4 TOM J
Thea ptlrrtrk Oaeorrraa null aid rot V%V*or o irtimmfbn a ff"dw is to oom
/rlafge4 d40tilr ti/Q(laystar f ewtlilnfAort Or arorklr/1fMparlded oraburdm+ for
a wow of W drys of snit sera aw work is emlrkIrroad.
M10OAL 00NOfT1OM--- ---- ---
0aw bauad v 3 by
P.O.Boa 233N7
CITY OF TIGARD PLUMBING 13125 94 f>U Blvd.
Applicants must hold Oregon Registration to conduct a plumbing PERMIT
Tigard
CR 97223
1755
business or must be property owner/operator not hiring outside help.
Name of Development S 3 L S
Plumbing Permit No.
Address `/ oescopbon
Z a:5 � J � � 10 7 ORS 014.21.610 DUAN. PRICE AMT
Job Tax Lot Map. �-
Address FIXTURES _ _
Lal Block Subdivision -
Sink
7.50
i
aro» or rharne am ss Lavatory 7.50
_ Tub or Tub/Shower Comb. 7.50
Mailing Address Shower Only -� 7.50
Water Cbset �� 750
�J
Owner / to zip --- -
DisMwasl ger 7.50_
Phone Garbage Disposal - --.---7.5(1 - -
Name Washing Machine _T-- - - - 7.50 ^
Fkxx Drain 7.50 _
Mailing Address Pthorw�-- Water Heater -F �_- 7.50 S�
Laundry Room Tray _ 7.50
Occupant City/State zip —
Urinal 7.50
Karne /� � �. Phone Other FixWm(Specity) - 7.50
7.50
mav—Address -Phone
7w
CafltYi0101 rIp 7.50-
MISCELLANEOUS
Ay N Tax No,
8~let 100 30-00
^$fate seww♦a.Addle.100' - 15.00
State Bidus,Board No.( wow Service 1 at 100' 20.00
I hereby.daxiHodge that I Nave read this appacatiM NW the Inbrmatlon Water servlos aa.Addit"' 15.00
given Is correct that I am regWored with t»State Builders Board.and also Elorm a Rakt Drain 1 st.100• 30.00 -
hew a Stale PluntAng rtxenee that the rnxnben Otven aro oomact.that ON
plumbing work will be done in a000rdenos with appaoade provision at Ore- 86onn i PPJn Drain Adds.100' 15.00 -
pon Revised Stalulas Ch"m 447 and 093 and appaoabis codes and that Moble Horne 25.00
no help will be empbyod union rosnsed under ORS On(II exempt from
stow fin.0 on reason bsbw). Batt Flow Prower in
HOMth
FOWNEM-I limigby osrty at I am rid Owner of t»property de- ahioa«Anti-Fa Abnoevtoa
sorbed sbae,attel od laoallon 1 pgpoee somaks o plutnbhp installaMm f or AnyTrpp«Wille Not
orhy own use and this popwIV is not being owtoin clad for Sala,Nor or tori. CooMtsobd to a Fboure _ 7.50
C.a1Ch Barin 7.50
kw.d FAN.Pkxnbkhq 40.00 Per Flo. _
77 - --- ftooRsgtraesed khspeotons 40.00 Per 1M
H - -
v: Alter.of Pkrrtlkhp wttrirh
an k�+q 81dp. _ 15.00 mn.
�Bic1NA'Tl1RE Hwa Bldg.or&W.Addwon U.00 thin. -
oat.
LD
osalb.IMhxk new(] adeltbrh CJ .IP«adcxl❑ n aryl l it�t 15.0c) ---
'1� be done roakfentlal n non•f+�d�ltlal["] �' -
Elis"lave of
�Q Ori
bftpned U"of
u orppmPe ly _ _ —_ TOTAL - �d
NOTIM --
WN puny b6WVW ftA end Mold fl work or wnWuobn MMUO is nail a0l,
fWVWW 04M W daysArRawlltw0W or wotkbttwpar+tMA a absrtdoftaelot
a poled of tiro dttlyt of am am mor work is to W*
Do" IM Pod by
GI I Y Vl� -I IUAHU MECHANICAL PFnMIT
Permi't
Description
/
City of Tigard Table 9A Mechanical Codr CITY PRICE AMT
- � � I
13125 S.W. Hall Blvd. /(/ 1) Permit Fee r -0- -0- 10.00
P.O. Box 23397 � l ---
L
Tigard, OR 97223 j1 2) Supplemental Permit _ -- 3.00
539-4175 I / CJ t) Furnace to 100,000 BTU 600
inti.ducts&vents
Furnace 100,000 BTU +
2) incl.ducts&vents 7.5�
Name of Development �) Floor Furnace
incl.vent _ fi.00
Job Address Suspended heater,wall heater
Address ` � 4) or floor mounted heater fi 00
Tax Lot Map No. 5) Vent not incl.in 300
1
Let Block Subdivision permitsion _
Name(or name of business) Repair of heating,refr ig.,
fi) 00
cooling,absorption unit fi
Mailing Address 1 Phone Boiler or comp to 3 HP
Owner 7) _absorp.unit to 100,000 BTU 600
City/slat" Zip - 8) Boiler or comp to 3 HP-15 HP
absorp.unit to 500,000 BTU 11.00
NameI 9) Boiler or Comp 15-30 HP
/,� ,�, 1- absorp.unit 1/2-1 million t 5.00
MailingAddress Fewe — Boiler or comp to 30-50 HP
S w 1 n 10) absorp.unit 1 -1.75 million 22.50
Contractor Ci /State Z; Boiler or comp to 50 HP -
2 - �� 11) absorp.unit 1,750,000 BTU 31 50
N�Q _ T ��
State Aegistration Nd. City Bus.Tax No 12) Air handling unit to So
10,000 CFM
I hereby acknowledge that I have read this application that the information given is 13) Air handling unit 10,000 CFM + 50
correct,that I am the owner or authorized agent of the owner,that plans submitted are in —
compliance with State laws,that I am registered with the State Builoers'Board,that the 14) Non portable , 50
number given Is correct.(If exempt from State registration please give reason below) evapomte Cooler
Vent fan connected
---- 15) to a single duct 300
- - - - Ventilation system not
_— 16) included in appliance permit 4 50
Hood served by
/�� �� 17) mechanical exhaust 4.50
=_`1 _
Signature(owner or agent) .� Date Domestic type
Dascriba work 171 addition p f
alteration -] repair (_J -19) incinerator 7.5(t
to be done residential (:1 non-residential 11 Commercial or industrial
Existing use o1 - 1 9) type Incinerator 30.00
building or properly__-.. Other i.e.,woodstove,water
20) heater,solar,clothes dryers,etc 4 50
Proposed use o1 -- -- _
building or property ------ 21) Gas plr,;ng one to four outlets 200 --�
Type of fuel- oil i 7 natural gas 1 ' LPG 17 electric —
" 22) More Char,4-per outlet
Not" SUB-TOTAL -- V
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON ,�q
STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _- -5 '"SURCHAF!!E i G
DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REA 'W 25%OF SUB-TOTAL
ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER
WORK IS COMMENCED TOTAL
Special Conditions
-- -- — __--- ------ Date issued-__—�L` by
1
WASHINGTON COUNTY FIRE DISTRICT NO. 1
I
20665 S.W. Blanton St. • Aloha, Oregon 97007 • 5031649.8577
August 7, 1987
Mr. Nash A. Hasan
R.A. Gray/Co.
P 0 Box 23516
Tigard, OR 97 '3
Dear Nash,
RE;: Pacific West Sales
16285 S.W. 85th, Suite 104
A fire and life safety plan review was conducted on the above-
captioned project F^r compliance with the 1985 editions of the Uniform
Building Code (UBC), Uniform Mechanical Code (UMC), and the Uniform
Fire Code (UFC) as amended by Washington County Fire District's
Ordinance 86-1.
The plans are approved subject to the following conditions:
1. Hand Rails: Hand rail. for the stairway system shall be pro-
vided at not closer than 30 inches nor more than 34 inches
above the nose of the stair treads. Hand p 'p portion of the
hand rail shall not be less than 1 1/4 inch,, nor more than
2 inches in cross-section. Mand rail shall project from the
wall with a spare of not less than 1 1/2 inches.
(UBC Sec. 33060))
2. Exterior Exit, Door: hardware for the exterior doors and key-
operated deadlocks may be permitted where there is a sign posted
a on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED
DURING BUSINESS HOURS" in letters not less than one inch in height
N on a contrasting background.
y (UBC Sec 3304)
3. Automatic Sprinkler Flans: (Tans referred to and examined
°? by this office contain no provisions for the alteration or
CM installation of automatic sprinkler system. Not less than
-' three sets of plans for the installation shall be submitted to
this office for approval. prior to installation.
11. Fire Extinguisher Required: A fire extinguisher having a mini-
mum rating of 2A-10B:C must be placed in an accessible location
within plain view.
(UFC Sec 10.301 (a))
STOP FIRES—SAVES LIVES
Mr. Nash A. Hasan
August 7, 1987
Nage 2
,. Approved Plans on Job Site: One set of approved plans bearing
the Stamps of the Tigard Building Department and this office must
be maintained on the project site throughout all phases of con-
struction and must be made available to building and fire inspec-
tors for reference during required construction inspections.
(UBC Sec. 303)
6. Inspections Required: Inspection and approval of construction
by a representative of this office is required: (a) prior to the
cover of any new framing elements following the installation of
all utility runs which will be concealed within wall and partition
cavities; (b) upon completion of construction and prior to occu-
pancy of the tenant. space.
(UBC Sec. 305)
7. Certificate of occupancy Required: Prior to the use and oc-
cupancy or other written instrument of approval. mu3t be obtained
from the City of Tigard Building Department.
(UBC Sec. 307)
If I can be of any further assistance to you, please feel free to call,
me at 649-8577•
Sincerely,
TUALATIN FIRE; DISTRICT
Gene Birch111
Building llfficial
cc: Tigard i3ldg. Dept.
Inspector, Ray
4^,;fir
rk ;'.,'��•+, rn °°) � D .r�`��';fit
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`� ••`� J � � O 0.l Ir '' ,'"" .'�'�,, �p, ...., .^.��'4�+• �
co
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LO
Law,W.RneIDldWla+uT`LL`LGl;.Y 11p11Y111.r�ssT:+�+ ''�•1'Ld1':i T
a�. ,w�♦ w' :�h.. '� .gyp.' �R.` v� � r i
w
BUILDING PERMIT APPLICATION DATE__
THE UNDEHSIGNED I IF.REBY APPL IE.`r F`"..7 PERMIT FOR?HE WORK HEREIN INDICATED BUILDER PHONE _
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE
LOT NO.
OWNER E-P_ +ls.. JOBADnHFSS 16285 SW 850. #104
ARCHITECT
BUILDER sIiTMADDRESS PO BOX 23516 Tin FNGINEER DESIGNER Ownor
STRUCTURE ❑ NEW REMODEL ❑ ADDITION _❑ REPAIR _❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION
❑ RESIDENCE fB COMM ❑ EDUCATIONAL IJ GOVT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE
OCCUPANCY —_I_-_LAND USE ZONE •l-_P_lL__BLDG.TYPE FIRE ZONE`.PLAN CHECK BY __TLP HEAT _
mr_nant modifIc-ation, all r r ,-tpproved pliinn. Su;'Ject to Fire i>c+pt. npproval-.
re Paa & o"f irc) . Staite 104
J SEWER PERMIT N 34052( 2du) 1L
OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA 21%.BEDROOMS VALUE
BUILDING DEPARTMENT SET BACKS FRONT REAR LEFTSIDE RIGHT SIDE
_
Permit 152.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING
99. 1.7REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT TIE
Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE
6. +t WITH ALL APPLICABLE CODES AND ORDINANCES- THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS
State tax f-�
LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING.
' •
SDC— "�
Total 320.26
By — 147.9 3— PDC# A LIGAN OR GENT
Approved 142.73— Receipt No. .rf ILL _
DATE INSP TYpP,iNBPECT1oN AEMARKS PLUMBING DATE
— Contractor
bglv No.
Rough-In
Fixture
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