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_ 0LLI4hf — - ( SECTION
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( t,4xSx �xo 11 \ �. rl!OT L.7 5 'KIN E14 CJSCD) ARE of Till
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•:'•� ._. .._ _..._.._ .... ._.-_ (. ! _ -,..... . . - n N hAWNen WworIW bMUM•dylYMl 1
L. .... THIb DRAWING Ii NOT fD�.AI,R . . '; 1 1'<\.,'.,(° •�i �.�,G� ) ''r��•.
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Rc/E14R SITE SUMMARY
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v co
------cz)- --� ire �_ LAND AREA 222 , 500 SO. FT. b. 1 Ac.
PROPOSED ADDITION 722 80.FT.
N430 (�r 40" E 44�.62t _ .asr�nN.r B
\ TOTAL EXIST. BLDO. AREA 47 .
0 4 'i-- 1 rort
p. '/YAMru AAA K'IYI , ,,. �; r'~N 9b3 S0. FT. .
Ir Jo. I naioaMwt�
i '• �., COVERAGE ®61 . 6T8�222Bb0O 28%
i O ' , N lx so c tXisr VARK,hW AefA Ll
�10o so fr R. ''
cr c e''I
1 o r, I e� — —RXIST. Off/Ge AREA —_Y � PARKING REQUIREMENTS
1
I�
'' ■Exisr. I LOADING SPACES PROVIDED N/A
xlar.
exioriNa MAN&IWru,V1M5 AAFA I OZZB so rr ' 16 I PARKING REQUIRED 83
I ;1 , 25 3o Fr FF.a2.4/ o PARKING PROVIDED TOTAL SPACES 23
coAr.aa-x !
$ STANDARD 20 ;I
i 1 EX/5T//UCi B(//LD/NG I" PAO•at 9l' V
ff- 128Z.41 ' COMPACT 2
MAL - 47,955 s0 rr 1
eXYar�xcuAa HANDICAPPED I
IF
.4�r LANDSCAPING AREA 14,424 80. FT. 1
— OPEN 7!9 EX/ST PAVED AREA 9,744 80. FT.
1 arr diESEc aurs/oe ee I p
leer pent I COVERED PROOU6r,"
iue! /M/[/lMG 7AMK I AR64 N
3 Y /ddPPllf ADDlrOK i T�lr.sr� \ °
= I 1 E F.i ITIT 11 MD/26191 T f Exisr r aax s ucs( \\ t�
®Idle.SA I COMM COMUM JACIIAG
AREA
JIX.S ORNE
i - — aq ------I 0117 w COVE.PEv
CLAY SrOZAQE \
1 I EX. K/LN I \.. \
ll.832 so. � ,
``
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1
B
14'fIId/Nb �
d00E Q
' i h j OUTS/OE STORAGE AREA
°
' 2 �
PERMIT #_cG THIS NUMBER µ:ST ACCBMPMP
ALL INSPECTION REQUESTS
I
6� 051
al` oa. APPROVED
�'
LL c
j EXr VE O� ................AB REVISE..............
A pCM
--— n� � H City of Leke fldeors
O L p'� Bvlldin•;Da
.• i8 PRO✓ECr S/rE
'/ vtatnHl;� WALE
LA XE �'4qy 4Y4 `P sT �riasoucec LOTH or rveovaeeo aioc iworn_t ao� x i Y BHECT
' t EL 5/NO EE AdC A!w AADmdN ARG/Kra rar aamAr rtiw iia DATE t r.4 w�• IN THE QMWY OF RIVMIDE. CALIFORNIA
I
yAalmwNruAYY — K.fL■ e•eo• - 51TE PLAN
•rl.few M.
— ..-..�.-�.-__._�..._. - ram.IIM FIII•
1//elmITY MAP FOR D. E NO.
W `Y, I,I,, PROP05ED 180 BLDG. ADDITION
FILE NO.
(N.r.6) _.— APPRDATE
E9TDNED BY, DRAWN BY, K E GIEIED BY, M.B W.O. FORT �.8.
�,'` � 1 . , .. •flat»,�r�yrr
MAy�,NRY b�111 ')_LK i )A SCRIPT ION
1. Masonry shall be light weight yradc "N' units •'Onforming to thr „S,T.M. 3 /� �'2. f jrJ i
BASIC SIZE: _4�>. _?� . �L_... X --__—F:A�_ RUOF PITCH arx, •
.}, Designation C90 (No Inspection Requirett• • ��, t �ai"�
ADD'L FEATURES:i'. Portland comant shall conform to A.S.T.M. beniguation Clr.0.
.•� 3 Mortar @hall be freshly prepared .tad ui -"Lmiy mixod in ratio by volume of .. __..._._ • �
i. :., one part cement, 1/2 part limo putty, 4
.i, P y, ports and, and shall contorit to -.,:in.`'
A.T.S.M. Designation C270. If plantic type c••meut is used, the lime putty i Mt S�Cr
._--.----------.._ _.... _
shall De canted. ._._... ._ _ .._ -
1. Grout @hall be of fined consistency Y P ---_.�—.—.__._-__---- ....__.—•-'_---..._-......-_--_-_._._—__--'---------_--_- 4•
.rl mixed b volume of l art cement, - - � - - - - '- M Ali •�
3 parts @and of 1 part cement, 1 sari., 2 parts pea gravel and shall
attain a minimum compressive strength-ol 2,000 p.s.i. in 28 dayu, 1
— ---__---RIGID FRAME,5, LIGHT ENDFRAME(S) "'" �•
f
- 5. Reinforcing steel shall be Aeformrd bars, conforming to A.S.T.M. Ocsignutlon tia'js:},'•�.�;ff
,•;t� . A615. ROOF PANELS: METRO HIGH RIB 26GAGE COLOk
pt .. 6. All ells containing reinforcing shall be fully grouted, t -
,^ .' WALL PANELS:METRG HIGH RIB 26GAGE COLCR
1 BUILDING SPECIPtrATIGNS — NCjTE:ALL PANELS ARE BAKED ENAMEL UNLESS NOTED. � ; �{�y>•
EAVE GUTTER: _NC^YE _ONE SIDE `BOTH SIDES
A Metro Steel Building is de31gned utilizing standart design practices NUMBER OF DOWNSPOUT gROPS
.•+ >< a tie •f.
which arm Eased on pertinent prcced:¢Aa and recom,nendatlons of the fallowing
_ organisations, and codes:
I. Amnrican institute of steel construction "specification for the design, rcGOF VENT(SI—X
ty fabrication and erection of structural steel for buildings' Bth Ed. 21 ��^^�•+f-�(( tr t} ._r,••
2. PA=iean Iron and Steel Institute 'specification for the design of cold ---- JG7G �V Vf't\J� —_X
51 `.r is• lotzmd steel structural members' (1980). �.-
° ROLL UP DOOR(S)i ,,4 ..t
3. 'nternational conference of building officials: •Uniform Building Code" kA l9eel. _ SLIDING DOGR(S) _X__
FLGOR PLAN
fi i. American M0Idi09 Society: 'Structural Welding Code' AWS-DI.1--88. SKY��GH''S yf.
5. Material Propertiea of steel plate and sheet used in the fabrication of
'
primary structural frettingSCALE
members conform to ASTM A-36 and steel pipes r .. 'Y./•
< A5111 A Grad a.
53, Grade B. -
+r
t 6. Material
properties of cold formed light gage steel members conform co the -
�t-1':` requirements of ASTM-A570, Grade 50, with a minimum yield Point of 50,000
psi sad A569-72 commercial grade for trim angles and clips.
°'r.. 7. Ai b s
9 LtengtA bolts and their installation shall conform to ASTX specifi-
cations r � •
cations A-325-N and are designed as bearing type connections with threads
included i-k the shear plane, therefore, are not required to be torque,
tested or continuously inspected. L.A. City-2702-B or VOC 306 (a) 5 Exe. 2.
e. All steel Members except bolts and fasteners shell receive one shop coat of
sine chromate primer.
!. All welding to be performed by certified welders (L.A. City Fab. Lic. 11?9). ,tt;y=�;'l '•
t ^Jr�.
10. All brew rods called out as 9/16 dia. are toll threads upset to 5/E-11 N.C.
AM a -36.
e
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f�5`
CONCRETE AND CEMENT FINISB
�x Y i 1. IOfTERIAL6 r�•
hA,
•rjs a. Cement. Portland cement, A.S.T.M. (C-150-62) Type 1 or 11. �•.`
b. maximum size Clean crushed granite or river gravel, life maximu size for footing pours, le maximum size for all slab and wall pours.
{'••/ - C. Pine Aggregate: Screamed, washed sand with no more than 1s by weight of
tt deleterious materials. �•.
x, d. Water: Clean, and of drinkable quality.
.t
2. lOItMB j ,•sts .
c a. Pot�x aball ba properly braced and tied to maintain position, shape. and 1 -
t lioe.
R"1Fa"y.•.� b. Provide all rough hardware in forms; i.e. anchors, bolts, sleeves, etc., I s
indicated on drawings or required by subcontractors. -
i
.� 3. REINPORCEKIrf
a. Reinforcing steel: Intercediate grade, deformed A.S.T.M. 615 Grade 00.
i
• b. Mire Hash - A.S.T.M. A82-61t. (II noted on drawings). .t
41
c. Minimum bet lap: 00 diameters.
„ :C+• d. Al' reinforcing shall be free of dirt, oil or other bond reducing agents.
4. CONCRETE MIX AND POURy
a. Laborataty proportioned to produce a compressive strength of at least •):'i')y
2,000 pounds per square inch concrete at 28 days. (Los Angeles City
,. Standard 2000). y.
b. Concrete shell be delivered in mixer truck. Add water in truck mix at r 'r•
job !n presence of foreman; 75 galions per sack maximum.
c. Test forms and soil before pouring. Before new concrete is deposited
upon concrete that has hardened, remove all incrustation and wash
thoroughly with clear, water. - •' m;
"'.• Al. Reposed surfaces of all concrete shall be of steel trowelled smooth and � ��,
even. Edge of all slabs and/or risers shall be steel trowelled with an •;,r.
edging tool.
e. Exposed slab shall be tamped with special tools to force the course
aggregate away from the surface, then float and steel trowelled to a <
i�
true and uniform hard surface to level[. indicated on drawings.
f. Minimum cover of reinforcement by concrete shall he As follows: PERM
Exposed to earth or weather rc .�•
No. 5 the gh No. 18 bars---------------2•. No. 5 and"smaller____------..-------._____life �
Slabs not exposed to wcathcr or earth AIL Mieflom
No. 11 and s:uallcr_____ ..._____..__._._____i,.d•
Concrete deposited o0 oartl- -----------i' , �,�
The cover also shall be not less: than the bar diara„tor. I '•��,
i rOVER SHE:. �( ` I -1 r " �Y� �i.Slfh A�� h
FGUNDATI�,'t i
RCiGF PLAN - 309 a.
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