: =J«

2 Citantic date for the design ef Wutldings shall be os proviced by

Table li-
. CLOUTIC DATA
TARE 1

Apely 0 Cote

e
equireneat

Jaxacty 1 par cont Design
Tenporature.. secccever 1527 6,2,3.2.

July % per cent Design
Orybeld Tecperatura (°F.)....0, 88°? 6.2.3.2,

July 2% per cent Design
Wetbulb Terperature (°Fsjecsees 66°F 4.2.3.2.

Maziwum one-day Rainfall (in.) 5 inches 4.3.5.5.¢2)

Maximum Snow Load ce the
Ground (ib. pet aq. fr.). 4.1.5

Wind Effecte:
Prebabiltey 2/10, $.2.6.1.03)

Probability 1/30 4.1.6.2. 03)
Probability 1/100... 6.1.6.1.(3)

Rarthquake 2-factor, S271. (8)
Fact 9 in saensed by sédiag tha followiag as fection 9.1.1.5:

“Any butldiag Intended ts bo weed as 0 ciagle fanily dvelliag ex
@uplex thell beve « mintaun floor aren ef $00 aq. ft. im ezch unfs,
but fa ae case shall the grouad floor area of cock nit be less
than 600 aq. fr."

3. Part $ is further ded by adding ¢h the folloving as Gectics
9.3.6.3.4
“D&RVEMATS
9.2.6.3.4.

Ge) Tho atrest egress oF secess dsivowsy shall ast b¢ located
withia twenty-five feet of the asarest point ef intereection ef tro street
allowancas,”

16. Part $ is further dod by adding th the followies as Sections
$.9.5. aad 9.9.

“UROD FRAME CORSTRUCTI CG
9.9.5. Te wed ican construction ol} exterior ated walls chsll hove
& ptinary cheathiag of acccptabis eatariols is accordance vith good prostice
eucegt that an exterior creda lentnated panei eldiag af 3 ainieve cas-half
fach (s") sornal thickooss may be installes as beth ptincry exd flaished
leddiaz. 5 3 96 5 Gingla ckia sidiag shall cot exnead cver
fore than 202 of the panel face ner chail they reduce the thickness t9 loos

thee threw-etghts (3/8") ef an isch,

-§-

9.9.6, Porticiens that have nein plumbing otecks mast be 2-tach x
@tach. Srediing at extacter and interne walle {9 to bs s aiateon 2-tecb x
detach at 16° 0,6."

i. Pere 9 is further eoenfed by adding therste the following as Sactice
9.97.5 a

"9.97. SUTLDIMG BILOCATION

997.3. Any building acoved fate the City cr any building aeved fren
Soe proparty tc another vithia the City shall have an asnessed value of at
Yass then 902 of the average ansassad valve of all dafidizgs withis a 600-foor
cadius of the ict or parcel upoo which it fs proposed te locate the butldieg,
sod the bulldicg shall be similar in architectural epperrance and im age ta the
other dnildinss in the surreunding ates.

9.97.2. Aoy buttding coved tato the City shall de of an age eet
gvester than 15 yesrs,

9.97.3. The emer shall oo Tequest frem tha Seilding Inspector fur~
wled proof of the aga ef any strocture to ba wowed aed also fureish proof of
Liability insuraace to cover the proposed baildiag acving fa the coment of
$250,000.00."
a2, Part 9 te further amended by adding therate the folloving as Sictions
9.98. aad 3.99,

“9.90. MISCELLANIOUS

Aay etructure designated ac a Svieniag pool, weding pool er fish
pad (0 deyeh at any point tn excess of 2 feat stall be earrocadad by ©
foace u> lees then 4 fect tp Beight, said fence te be constracted aifhor -
the property lfse of surrounding the pool or pod fe cach a manner ae te reader
the pool or pead safe frow unauthorisad eatry. ALL gstee ta pools cr ponds
Ghall be operated by & spring Biage aod Jock vbich cam be cpensd fraely from
tha isside caly.”

"9.99. MECKARICAL VENTILATION
999.3. Mechanics! Veatilecion shall be dnazelled frow Sitches ranze

tig ide the ot ‘This west shall be inevloted when passing
through se wahastod ares.
9.99.2. Ie tal bulidings wash floces must be ef sazuiesa
ebset geod, cerante tile or qual.”

nu. Tha National Gailding Code ts ancaded by adding tharete the followiag
Fos Scheioles: