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- Jurisdiction of
GENERAL PLAN CORRECTION LIST
Based on IWS Edition of the Uniform Building Code Q Y
Owner ' '' tom -u --S— Plan Gheck No. /��"n� Vaivation%__r-_
JDb�drotZQ usB_.1 �n
City en -'4 Type ofOccupancy
State P _ Construction S-2,2 Classificationsy
Thtal AIIowable Floor Area-:�� 12-e-'2 Sq.Ft. Stories
Basis for Increase Floor Area:
Floor O Sq. Ft.
Floor(Total). /S'LO Sq. Ft.
Occupant Load r�} �� "�' /� •C
COMMENTS OR ASSUMPTIONS: _
Corrections checked below are to be made on plans bofcre permit is issued.
The approval of plans and specifications does not permit the violation of any section of the Building Code or other city ordinance or strife law.
GENERAL
10. Alira-resistive occupancy separation in conformance
r._ with Table No 5-13 and Section 503 is required between
1. valuation should be S /Z 6cp 40 'le � the _-hour)
-hour)
2. Slow jab address on plans. ( -hour)
rx 3. Give name of person responsible for plans. 11. Horizontal occupancy separations should be supported
with a structural system having enuivaleni fire-resistive
4. 3ubmH fully dimensioned plot plan. protection.Section 503(b)
5. Give all dimensions on plot plan. 12 The building is limited to ..—stories
—feel in
he
as a Type
AREA LIMITATIONS AND GENERAL A l structure.Section 507 end Table No.5-D. _—
OCCUPANCY REQUIREMENTS
6. Ground elevations should be shown at comers of the __ -
building and at changes In ground slope.The ground
elevations should be taken at the lowest point between 13. A room in which a water closet is located rooms
a
the exterior wall and a point 5 feel out or at the property separated from food preparation or storage morns by a
line,if closer.Where the exterior wall is parallel to and tightfitting door Section 510(b. --
within 5 feet of a public sidewalk,alley or other public _way, —
the ground elevations should he the elevation of TYPE OF CONSTRUCTION
the public way. The number of stories in this building
cannot be determined until these data are furnished. / 14. Root coverings should be fire retardant.Sections 1704
/(/A and 3202(b) Details or specifications complying with
��� 7. :-he total floor area is limited to Section 3203(e)are required.
square feet.Sectkxms 505 and 506.
- - ------ 15. Exterior(court)wells within--._ --._feet of
It. Uncibstnuicled yards of___. _ NW should IVA property lines should be of—_--.tour construction.
n; be maintained onowes Section_-__03(a). —
of the building ler area purposes.Section 506. -
16. Openings In exterior(court)walls within--
Provide
ithinProvide details to show that-----hour area sopors- {t) feet of property lines should be protected with three-
tion wells will comply with Section 505(e) v fourths-hour fire assemblies.Section---03(b).
(a)Extend vertically from the foundation to a point 30 -- ----- ——
inches above the roof. 17. Usable ac^under the first floor except in Groups R.
(b)Total width of all openings lirnfted to 25 percent d
the wall length in the story undor consideration. ! Division ,anot M Occupancies should be enclosed as
(c)All openings protected with fire assemblies having a idgWt*A in Soclron 1703 _ -
fire-resistive rating of one and one-hall (three) —
hours 16. Fire-resistive construction for structur91 frame elements
(d)Ducts through area separation wells should beL1 in the exterior walls should comply with Footnote No 1
avoided if allowed,duct penetratiais should be pro- of Table No 17-A and Section " • See
tooled a required it Section 4306(i) Section 1702 for definition of structural frame
Shoot No.t of 6 Shoots
183
s�
r _
' 19 1 A III weather-resistive barrier should be applied to exterior SPECIAL OCCUPANCY REQUIREMENTS
walls as Specified in Sec.IK,n 1707(a), Gmu p A
I
_•,—_—_ ,titin----
20 Enclosures for floor openings should comply his Table a 1/ble I
" — � w I( 35 1Story
A-3 O�ipancies should tie of o^e-hour lireNo. 17-A,Section 1706 Details should be provided to construction i(
clearly indicate this located in a basement or above the first
T .Section 602(b)
21 Structural members carrying m
in buildings y 9 asonr y nr concrete walls I 36. A-2.1 Occupancies with an occupant load of 1000 or
g over one story in height should be protmed more should be in Type I. 11-FR., II One-hour- III One.
with minimum one-hour fire prolection.Section 1708 hour or IV bi iildin s,except that the roof trnmin
for one-%tor v portions of bwldin of Type 9 system
Type III One-hour constructionms beIf One-hour or
construction when such roof framing Slam is open eto
p� 22 Nonabsorbent finish and backing for toilet room walls and the room and does not contain«xvicealed spaces.Sec•
,� tion 602.
floors should conform with Section 510A), r —
23 Shower stall walls should be finished wit~–_ h hard ^°n- 37 Group A assembly rooms having an occupant load of
1000 or more shall not be located in the basement
absorbent surface to a height of 70 inches above the unless the basement Is located in a building of Type I or
— drain inlet.Section 510(b). II-FR.construction.Section 6021b).The main entrance
should front directly upon, or have a 20.1001-wide
a
24. Doors and panels 0} shorter and bathtub b�re
access t�3a Public street at least 20 feet in width.
should comply with Section 5406(d)5.
25. Parapet walls not less:hen_ 38. Light and ventilation should comply;vilh Section 605
Nit required.Section t 709 Ntchtes in height are
39 A one-hour fire-resistive occupancy separation is
�b26. Eave overhangs and similar architectural projections where theuired largest the boiler or central healing plant
" should comply with Section 1710. a piece of fuel equipment exceeds
400,000 Btu per hour input and the rest of the building
.. Section GOB.
27. Projections beyond the exterior wall should conform i 40. Exterior enings for rooms contaaining a oiler or can-
With the less restrictive of the followin heating plant should be protected with hree-
9 fourths-hour lire-resistive assemblies that are fixed,
(a)A Point one-third the distance to the property line automatic or self-closin if
from a n exterior wall.Baltics 504(h). storyanothor if less 9 located below oponings ii i
(b)A point one-third the distance from an assumed windows in the same bu building.Section
feet from 8, doors or
vertical plane located where fire-resistive protection 4'Seco°^608.
of openings is firs,required due to location of proper-
ty.Section 504(b). Group E
Cd
mospheric separations should comply with Section
28. Enveloppee cellinga should satisfy the following condi-
tions)Section 4303(b)61: e of rooms should be clarified. Note that rooms in
(a)Should not be used to provide fire protection beamsisions 1'and 2 Occupancies used for kindergarten,
(b)and girders supporting more than one floor. t or second grade pupils and Division 3 Occupancies
Columns should be individually fire protected. ll not be located above the first story.Section 802(c). 1
(c)Duct and other openings are limited to 100 square r
inches In each 100 square feet of ceiling area. _
(d)Dud openings should be protected with approvedi —
fire dampers cial-hazard roe ms should be separated from Oliver
(e)Electrical outlet boxes should be of Steel and notstirve oild
occupgncy 3ild eparafionnot e Section 82 one-hourd. fire-
(0)
than 16 square Inches in area.
44 0111
44. One
29. Gypsum board,lath and plaster and similar ceilings r1oci_wid eacxcesii s to�1ld front a publodsreelt al least 201ee1 inconjunction with fire-resystive assemblies should beh.Section 803. y pOn or have nsupported at intervals not exceeding 16 inches. NemsKUbirough 25,Table No.43-C. ---itary facilities should be Section 805. i> ,dad in a=rdance
Wood strippingg or suspended wood systems Inr gyp
VA sum board,fat Fv and plaster and Imilar ceilings should —'—'—'
be nOl less than 2-in ch nominal thickness.Section 4704 46 light and ventilation should comply with Section 805.
(b).(Section 4703(b)for wa11 stripping) ------ ---_
31. F;.ial partition layouts end details should be submitted 47 A one-hour fire-resistive occupancy separation is
yv required between the boiler or central healing plant
'A pdor to installation 10 justify compliance with Occupan- where the largest piece of fuel equipment exceeds
Cy,fire-resistive,structural and exit requirements. S400.00O per hour input and the rest of the building.
32. Justifying test data in conformance with Section 105 or
an ICBO research report is required for___ Group 1
----------------
3 Rooms in which rubbish linen chutes terminate should /f 48. Group 1•"vision 1
(linen) � Occupancies sftoulo be of 7yfp I or
/ be separated from the remainder of the buildingwith a yPe II-FR. construction unless complying with the
ono-hour occupancy se(',"ation.Section 1706 c) McaPlion in Section 1002(b)
��r, Openings into rubbish and linen chutes and terminal 4934 Group 1, Wision 1 or 2 Occupanci.,s should be of one-
rooms should not be located in exit corrkkxs t»$tair- hour fim-resistivs construction.Tat a No.5-C
1 ways.Section 1706(c)
'--—--------�a` 50. Light and ventilation should comply wfth Section 1005
ll+ast No.10#a shssb
184
I SI. yA one-hour fire resistive occupancy &operation is 1 67. A one-hour fire-resistive occupancy separstlon Is
required between 1hs boiler or galeal hosting plant /\V re
quired between the bitewing rooms and tet rest of the
whore the largest pleco of fuel equipment exceeds building:
400,000 Btu per hour k-ipul and the resi of the!wilding. (a)Storage or laundry rooms that are***i a Group R.
i Section 1009. Division 1 Occupancy that are used In common by
tenants.Section 1202(b).
52. Exterior openings for moms containing a baler of can- (b)Rooms owWnirK c boiler or central heefiN plant in
tral heating plant should be protected with three-
a Group R. DMslon 1 Occupancy, aorcapl "There
such rooms contain equipment serving only one
automatic
or aro-resistive assemblies that are need, dveffing unit Section 121
� tMltornrdlc a sett-closer N located below openings In _
2.
another story or 0 bas than 10 toot from other doors or "-
windows in the same building.Section ION. 69. Every dvsNlrrq unit and guest room should have corn-
_. fort healing facilities as specified in Section 1211.
Group B
--- 69. Every dwelling vNt and every guest room in a hotel or
n house-,sed for sleeping pure,ses&hail be pro-
- Molar fire-retvehicleardant
service stationsodo r be d noncanbus- vi�dsd wit smoke detectors confor ni with U.B.G.
tlbb,fire-retardant toasted wood or one-hour fire roses- clondard No. 43.6. A smoke de,ecor should be
tive e&natruction.Section 702(b).
installed in the basement of dwelling units having e
a areas in excess d 1000 squaro feet In connec stairway which opens from the basement into the dwell-
54. Storage Ing.Such detecto, should be connected to a sounding
Von with wholesale or retail sales should be separated device or other detector to provide an alarm which will
from the public areas by a one-hour fire-resistive occu- be audible in the sleeping area.Section 1210(a)
pancy separation unless the building is equipped
throughout with an automatic sprinkler system.Section
702 ft Group M
Q 55. light end ventilation should comply with Section 705. r 70. Group M Division 1 Occupancies aro fimited to 1000
-- -- - p000)square feet in floor area and one story in height.
A 56. Exhaust ventilation of or near noon level is required by Section 1102
Section 705. - ----_.--
-- 71. Garages should not open directly into a nen used ler
57. A one-hour fire-resistive occupancy separation is sleeping purpose o.Section 1104.
required between a boiler room or central healing plant -
where the largest piece of fuel equipment exceeds 72. An approved noncombustible material or aaphaffic ppasvv
400,000 Btu per hcxr Input ane the rest of the building. Ing material Is required for garage Poor�.5ec
Section 709. ton 1105.
Group R -------
r 56. A Groep R,DHlslon 1 Occupancy more than two stories -
In height or having more than 3000 square feet above EXR REQl11REMENTS
the Msf story should be of"-hour nre•resistive con- -----
I winotiontlxoughoutexceptasprovidedInSection1705 73. An occupant load sign is required In classrooms,
t (b)2.Section 1202(b� i;A assembly areas,et:..,having an occupant load of more
F ----- - then 50.Section 3302(c).See-
59. The lonowing rooms should have exterior glazed open-
Ings for natural IYaht (orenabis exterior openings for _ -
nAiral verllllabori)as r,»dfied in Section 1205(a).
- 74. Conforming exits are required from this are below as
- ---- l I{ specified In Section 3303(a).
{ W. Mechanical vintllating system in oathrooms should -- ----
provide fit as dwgos per hour directly to the outside. 75. Exits should haus a miner xrm separation of a»-half the
tSection 12015(al maximum overall diagonal of the tuilnng or area
t ----- - served.Ssc:Mn 3303(cl
St. Exteriore from-- should not be - _-
oonsidemd a nishwnq required light or ventilation 76. No point In the building should be more then 150(200)
since they do not open to ayyard, court or street in yS feet from an exterior exit,horizontal exit,snciosed stair-
accordance ofth Section 1205(a). way or sxl paasagswey, measured In the direction of
-- - -- travel.Section 3303(d)
02. Courts bounded on lour sides with walls should be at --
bast 10 feet hr length.For courts more than two stories 77. Exit door should owing In the direction of agrees.Sec-
In hoight,the width should be kecreased by 1 ton 3304(b) See doom
W and the required length by 2 bet for each additional
oeay.Secthm 1206(c)
f79. Darbho-+cling doors shall not be used as eros In the
63 Every ale"klo room below the fourth floor should have following bc�Section 3304(b).
sl. 1st one xiow or satf,rior doo approved for emer-
darn y axlt or rescue.Section 1204 --
64. room should have hone rnirwrnum celkng - 79. Exit doors should be openabk�from the inside wNhart
height required in Sectl x 1207(a). the use of a key.special knowltrdge or effort. Section
3304(c)Note also that"h bons a surface both are
�. oo n should have a mirwrnlrm flea area ,rohlbitad.
"j are9et.Secbon1207(b) _- __-__.___-_-__-_ . ---------------------_,_--
-- -- - 110. Exll doors thoufd be a n•wrnimum size of 3 het%6 fee!8
�. Efficiency dwelling ix*s should comply w0h Section Inches with a tk" capa!u:e of cpenirp 90 degrse9
1208. Section 3304(e)
Sheet No.3 of 5 Shoeb
185
61. The net dirnenskm(dear width)at Should be - ------
used in determini it widths required11a 100. Ope�'gs in Manor wells below or within 10 feet of
3303 (b). Section"M (4 In cortWorstioon � �s'�swrvwys should be prolecied with self-closirV
nj Mkkneeses, panic hardware, door swi etc., the thr"-fourths.hour tiro-rgsistivs assemblies. Section
requirod exit VK Ms have n01 been furnished.See door 3306(l).
-- -` 101. Enclosed usable space under interior stairways should r
82. A floor or landing not more than 1,1(1)titch below the be protected on the enclosed aide as required for on,Mreshoid is required on sect,aide of an exit door.Secy}on ur 1k
hos-resistive construction.Section 3306(m). `
3304(h). - ---
_ 102, hbncombu**Ao w9nor stairs aro '
a,�(n required. Secyion
83. Doors should rw�l protect more then 7 Inches Into the � _
ll required corridor width when fully opened or room than
.[ one half into the required oonidof width when In any 103. Exterior stairs should not project into ar area(yaro_, x
1` position.Section 3,305(d)._- hurts)where wall openings must be pnoleded.Sectwg,
- - -- 3306(nl
A'
84. Revolving(r,;ting)(rrvorhead;doors are not perminecl
A -- _ ---
sn exit doors. thos e3304(g)^� 104. (Ona stairway shc)ukl extend to tf,e roof. Section J306
Exiting through another room does r►ot comply,except
e,Arlo vided for In Section 3303(e). 105. Six-doof 6minimum headroom minimuheadroom clearance for stair.
_ ways should be Indiraled on plans. Section 3,306(p).
1 p. 86. Corridors should have a minimum width of M (36) tread that Is hien a Plane Langan, to the stairway
Inches.Section 3305(b). ng
t1� 97. Cofridorsaervi nonembufator 106. Ramp slopes should not exceed one fool in
'1 an 8-tool minimum width.Section 333321(c)should have feet.Section 3307(c).
8B. bead ends of corridors and exit balcorrles are limited to 107. Surface of ramps should be rougrened or of slip-rmstanl
r 20 feet.Section 3305(e). materials.Section 3307(9)
89. Walls and ceilings 6f *rrklors should be of one-hour 106. Stairways etuxrld be enclosed as specified in Section
I� fire-resistive construction. Section 3305(g). An archi- 3309.S
l" tectural section through the Corridor is necessary to le�On@(two)-hour firs-resistive wells are required.
dererrnins how this is accomplished b Only exit doors are allowed to open into exit
_ urea.
r (c)Doors stxxrld be Labeled one (ons arid one-hath).
90. Exterior exit balconies cannot project Into an area hour 1Na assemblies
r where Protected openings ars required dug 10 location (d)Exit enclosures should ktdmxde a corridor on the
on property.Section 3305(I). ground floor gxtsndmg to the adwior.Fins-resistive
0orut uctiotl should be as rpt*ed Io Ms exit erlcb-
�j�( 9t. Interior openings Into cor'kiors should be protected as sura, I,xolscted ops*Vs Only exit doors
spedfied In Ssctkx13305(h). are 14 ted o open into the con_ido.
(e)An approved barrier is mquinxd at the ground floor b
92. Stairway_ should have a minimum width few item accidentally continuing to the
1\ ot inches Handrails should not
mons than 311$irlcthes into the Proirsci (1) Usable space Is host sMowsd urxter the stairs.
side.Trim stxwin he required width on each
not{'roler=l mors than 114 kx*es into
required width on each side.Section 3306(b} '� -
109. AN rogtrked exits from the txrikding should be smoks•
93. Risers on stairways should not be less than :inches nor �grlctogtxes n9 with Section 3310.
greater than land runs should not be less than 11 Inches.
Section 3306(c). 110. Openings Into Ox"oourts less than 10 low wide should
be protected with labeled 45-mk,ute fire assemblies
94. Landings on stairways should have a dimension M the mon 3311 (d). Also see 'exit orwrt•• definition In
direction 01 travelSection 3301(b!Openktgs more than 10 NW above the
need not exceed 4 44inches fix the
having a stwghf runi)ut �t floor am eorempl.
Section 3306(g). - M. No T
-.__-.- ----____-- r P#"other Man required"ft ars psnnitced in
95. Doors swinging over lands t and in the cull exit Pasaageways. The passageways should be of
i lion shall noting eve the r ^4 y open Por .__-hOmr Iha-resistive construction. Section 3312
squired dimension by more than W
7 inches.When a'anding serves an occupent bad of 50
o more,doors in any position shall not reduce the re-
quired dimension 10 less Man one hall of its required 112. Exit Nkirnination and signs should be prwidlid in con.
width.Section 3304(i) frhrmance with Sections 3313 end 3314
96 Basement portion of stairways should have an 113. Aiak(axes olds)In SUAC Cum should have a n>trlirrum
approved barrier where continuous to upper fk ors In an width d- Fectk)n 3315(b►.Section 3315(e)
exit enclosure.Section:306(h). - _
111 Ptinic(tartdlMr:r r.fulmd on exit doors Group
97. Vortical distances between stairway landktga us him- A Omxuplmdes.Sedrons 3317(d)and 3319 le In IKru
Ned to 12 feet.Section 3306(1). d MIs,doors shall I aye no locks a latcf)es
D6 Handrails should be placed not lose Men 30 khdles no 115. Main and side exits in conformance with Section 331;
moo Man 34 kx hes aureus tl>e treed Section 3306((��)� ars required fa G A,Division 2(2 1)(3)Occupan
Two handrails ars required where stairways exceed 41 des•Section 1)1a(a
iriches In width,
- ----�--- 116. corridors of Grtxp E efhptrtd have a wxNr
N. Guardrails for stairs, balconies and landings.should requked by Ser: M 3302 n 2*M.but not km than 6
conflornl,rith Section 1711.Note that maximum dear- Met.Secillon 3319(e)
Once between Interrrxeclrate rails Is 6 crews - ----
ahem Ma.4 of a arhurrb
186 '
Group E 4ccupanccres sitaukd incus no Wes than two eon A 150 toot in height.Table No.38-A.
r/ stairs.Section 3319(g)_
136. Buiidir,s six stories or more in height shoukt be pro-
Ile. Exit stairs serving an occupant load of more than 100 in vided with root leas than one standr4pe during son-
e Group E Occupancy should have a mkhfrtxum dear struction.Section 3806(b).
wldfh of 5*91.Section 3319(g).
137. Automatic sprinkler t)retem plans sho ukd be submitted
119. Fvery noon with an occupant bad exceeding 300 M a to determine compliance with applicable building,
Group E Occupancy should have one cl Kc exile Into a plumbing and fire codes.
separate exit system.SecYon 3319(b).
120. When tale rx more exits at. retired In a Group E FIREPLACES AND CHIMNEYS
Occupancy,no more than two requi.-ed exits should exit �*
Into the same exit system.Stiction 3319(b). ice:..i Chimneys should comply with Sections 3703, 3704,
3705 arx13706.
121. in a Group E Occupancy no point In a room should be - -
I more than 75 feet to an exit ckwrxdon enclosed stairway 139. Fireplaces and barbecues should comply with Section
or exterior of the building.Sectim.?A 19(c). 3707.
122. Exiting through:.;;wining rooms In c Group E Occupan-
cy should comply tvvffth Section 3319(d). FINISH WORK
123. Panic hardware is required on exit doors servi rcwms ✓/ 140. The interior
wall and ceiling finishes should be specified
ng A and cion with Table No.42.8 and Section 4203.
oonteinh 50 or more occupants end M corridors of
Group E Oorxupancies.Section 3319 Q). -- -
141. Gypsum wallboard(interior lath and plaslor)cannot be
124. AM required exterior exit doors in aGroup I Occupancy installed on weather-exposed surfaces.Sections 4 705,
shall open In direction of exit travel.Section 3321(a). 4711. See Section 424 for definition of wenther-
exposed surfaco.
125. Doors from bedrooms and wards d Group I Occupan-
cies and all exit openings where nonartbulatory 142. Skylights should comply With Chapter 34.Plastic sky.
patients and housed ahould have a minimum clear width lights ars t3 vod only under conditions spec;tied in
of 44 inches.No projections In this wkhh are allowed. Section 5207.
Section 3321 (b` -----
143. Mass and glazing should comply with Chapter 54.Type
126. Panic hardware Is required on exit doors serving more and thi Imss of glass should be specified.
Ow 50 occupants In Group I Occupancies unless there
Is no latch or lock.Section 3321(n. 144. Glass andglazing subject to human Impact should
oorr+p^•�Jlth Section 5406.
FLOOR,ROOF CONSTRUCTION, IN
COVERING,SKYLIGHTS,
ROOF STRUCTURES
-- -. STRUCTURAL
127. Drattstopping as specHVed In Section 2516(14 A shall
be provided within a concealed floor-t_-%W assembly t 115. Special Inspection in c nbrinanos with Section 3%is
bmhed all combustible construction. 1, required.
128. Draftslopping as spode In Section 25169 4 B shall 146. Soildascification In conformance with Table No.29-8
ro
be pvid9d within attics, mansards, overhangs end I and pounds per squat*bol act bearing
similar concealed spaces formed of combustible value used in design should be spedfied on plans
construction. Section 2905.
129. Roof drainage should be rondr ted under the public 147. The foundation investigation report mentioned In pians
sklewalk.Section 3207(e). was not included in data brwarded to us. h should be
submitted for review.
130 Cvorflow drains hkwing the same site as roddrains and - -�
(n kxtependent drain lines are required.In Neu of this, 148. All masonry lex concrete elements resisting seismic
overflow scuppers three tines the size of rod Mains Iorces should qualify as reinbrced elements Section
should be Installed In parapet walls.OWerlbw system 23120)28.
should have inlets boated 2 Inches above the low points --
of the rod.SeeJon 3207(c). 149. Precast concrete well
panels should be justified ler
compBerr*with Section 2616(cl
131. The aggregate area of penthouses and other rod strut• - ---- -- ---
tures cannot exceed 33'A percent of the supportng rod . 4 150. Wt)od members may support bads from masonry a
area.Section 3601(b), concrete only under the conditions specified wr Sex boy,
2515(a).
AUTOMAM SPRINKLER SYSTEM - --- -
--- --�-V 151. Structural calculations should be stib mitted to "iih,
132. An approved automatic sprinkler system in the the adequacy of the structural system in resa"sees.
-_-is required. Section 3802. This Includes bliryl mix and wind loads, and supporting dead end love
spaces enclosed wholly or partly by combustible bads.This includes lotxhdations
construction. �__--
-- ---- 152. Antifying calculations and details should be prov deci
133. Class I e:I;!;9andpipes are required in sprinkbred Wild for _�-----
Ings four or more stories in height.Table No.39-A _
134. Claes li standpipes are required an apedfied in Table 151. Roofs"'I be deslpned lox arrow bas of__
_ -
Mo.3B-A. pounds per sgwre 11001 Section 2305(d)
sk,..k tvo eel•p,.a.
187
l '54. The rod ahouid be designed tar LVIM wind pressures V 166. Wok*V date or details fox steel dec*kV used as■dfa•
l "l with due considwatbn for lateral*uppW M compiles- ptxagm should be provkW.Information should comply
sion hangn of flexural mennb•rs. wfth a specific ICBG valuation report or test data submit-
_ od len compliance with Section 105.
155. floor load should consider a 70-pow6per-aquae-110001 --
partition bad.Section 2304'(d) 167. Detach sh wid be provided on rod (floor)diapMagm
oonnectdons Chat Irxlk:a+.e how the shears ars trans-
156. reskd•ndal balconies)afn Ad be designed amifend to vertical.hoar-raslating elements.Connections
ler Marquees
IM load.T"No.73- pliancd be allows with lues.urat calct+latbns ler oom
� pManco wide allovwblo values.
157. Oar "ler the d private •suns cars should 166. Nalling for gypsum board(lath,sheathing board)used
K � structurally on shear wells should be specified to Com-
beddesigned bn 2304 for a mrninum eel bad. ply with Table No.47.1. — ------ ,
t58 UtM Iced reductions sfnoculd with S•diorr � 1 f3. Shear wells utilizing gypsum board (lath, sheathing
C0R 1' _ board) cannot be used to resist bads Imposed by
masonry of concrete walls."note 1,TableNo.47•I.
Ca
159. lued•larnlnated lumber should be fabricated b
noe atoacc.x-
dawith Section 2511(f� T 170. Rallirngpa should be design d to withstand a 20- (50-)
poxrnd-per•t)ol horizontal bice.Table No.23-B-
160. Allowable stress In glued-faminated members over 12 --—
In&m In depth should consider a depth reduction face 171. Colling fran.!ng should be designed for a It"load of ref
ler.Section 2511(d)5. flea than 10(20)pounds per square foot.Table No.23-
161. Bolted connections exposed to the weather are limited _ - —..
b 75 perwnt of Lha allowable load under protected 172. Interior p&tltions should be justified structurally for
conditions.Whore always wet,the allowable bad shall T strength ar..f deflection criteria specified in Section
be 67 percent of the allowable bad under protected 71099(b)
conditions. U.B.C. Standard No. 25-17, Yabte No. —
25.17.5.
173. should comply
162. Anchorage of txxxxi►le and masonry wells should coon- with a sped is ICBO evaluation report of justifying test
ply with Secticci 2310. data shouk'oe submitted in compliance with Section 105.
163. Plywood grades should conform with Table No.25-B. 174. Plans should indicate that foundations extend below the
host lies.
164. Justification Is required that svtficferlt slop•or camber Is _ --
available to assure ad•gwt•rod drainage&ter long- — 175Woed . r uorP Itto ap•dlica0ons in oonfomwxv with
kw po•sibNOme epondknQb d wider. ctlon 2305(f hetie
165. Details on stressing method ars hardware eking with
Eurr. ing data are re,lulred on prestressed concrete
wcxl.This data should he submitted P4 approved prior
to ordeting of material. We that 111 tendons should
comply with Soclion 4303 (c) 3 for fire-resistive
purposes
Additional Convetfons:
r / q
X.
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These sheets am a pari of the plane rand shall rwmakn attached thereto.Cbrrecttona as atxrwu Inctilcled will be carr;,Med with
Rednecitnxdand approved ------_--_— _.__ ,____ (01W, H—) —__—_
(sawmk"d(Tarr a Ambcanrl
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