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PROPOSED NEW ANNEX:
AtAtEx 4;.<0.
PERCENTAGE OF LOT T.Co weit ANr4Ex ARZA
PROPOSE TOTAL AREAS
NEW TOTAL. EttALDING AREA.
PERCE$VACE CF lOT TO rorA. SqADED AREA
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FRONTSIDE PLAN
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SECTION THRU A-A rue tork,rs
AREA CF CCMPUTAIION
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GRADE BEAM FRAMING
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FOUNDATION PLAN 0 uertns
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FOUNDATtON DESIGN DATA:
a;C-NO. F`;',4 C47 7A.xr.•
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2 .7. 'AA'; kVA RBAC?4=-iLLSC S e?c, t LACE L7, ":
su<:cesici: HCP:IZCAT'AL LAYE4 0.7 E r4i,r, 200 mm,
T1-IU( az OL2!,AP AC "Ea TO '25% f.tAKzv,:m0iT.vEw-„ITy
1 AL,_ CONCRETE SLAFACE DIRECTLY al CGNTACY C)q
TO SOIL SHALL BE COATED 'Attl'H 2 OAS 3i7,A1MC:.$ P CPT
k.;11DERsIoE OF FOOTS, GRADE BEAMS -WE SLABS, w-iERE Pol-eSSNELEYIE PLASTIC SHEETS FRE:0;7114G MEMBRANE SHALL BE PE1NFGRCENENT SHALL eE 0irORmE0 BARS CONFOgytNO TO ASTM A-615,
GRADE BO 'NM: A ttil.,011.4 STRESS Fy=4 tt MR"). 5. :IEBAR SPLICING SHALL BE 5D (BAR DiAmETER)
0. LATERAL LoAcs:
,) wINDLOAD • 0.8.3 KN/m2.
7• ALL CONCAETE TO HAVE A MINIMUM CvLiNDER S'RENGIN OF 25 ',WA (3600 PSt).
3. CEMENT SHALL BE SULPHATE RESISTANT CONFORIANG TO AVM. C -15D TYPE FOR ALL
CONCRETE WORKS 9 COvE,P TO REINFORcEmEtit;
OPAOE BEAM TOP & GOT. 75 mm. GRADE BEAm SIDES • 75 SLAB • 20 nun.
FOUNDATION COLUMNS (e.F.Low GRADE)• 275
COLUMNS (ABOVE GRADE) .3. 40 rim.
/0. FOL;NDATION CONCRETE SHALL BE PLACED AMR THE AND APPROVED THE SUE1GRADE PREPANATIoN.
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ENGINEER HAS INSPECTED
Iciio NW NM .1141 :OP VA
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SCHEDULE OF BEAMS
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SCHEDULE OF GRADE BEAMS
CODE 51 7 E
SrEEL BARS
STIRRUPS REMARKS
TOP 2APS SOTTO t BARS
Wi eTH DEPTH CONTR401-6 ADDITIONAL
AT MIDSPAN CONTINOUS MONA', TCONTSUPPORT
081 25 50 2 015 2 016 — _ _ 7 0 8/v
692 25 50 3 316 2 015 3 016 2 oY16 7 el 8/V
-re 25 50 5 016 4 015 7 0 EVM
HORDI DETAIL SCRs r;
n om. Via 5 ,1111•1
SCHEDULE OF FOOTINGS
CODE._ P. C. C. R C, C. STEEL BARS TOP BARS
REMARKS LETM vnong Km LENGTH Mae DEPTH SNORT olatcTeN ism ol∎citok SHORT DiRecTsoN Le NC DIRECT!CH
L—__ hi 160 130 10 140 110 30 7014/M. 7014/14` 2 014 3 014 ISOLATED
t_____--_-_. "2 170 140 10 1 SO 120 50 7614/14' 7014 41' 2 014 3 014 1501...TED
SCHEDULE OF COLUMNS
CODE
SIZE
COLUMN
REINFORCEMENT STIRRUPS ADD STIRRUPS REMARKS
- WIDTH LENGTH
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DETAIL OF COLUMNS ;CALE N T.
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GENTLEMEN'S RECEPT?ON
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