dSPIIRE MB :II 1171 El : 11111 la i___, Pri 0. _ a : • • *wee *St taterrel2 —. 0 -4 M.,» I...

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Transcript of dSPIIRE MB :II 1171 El : 11111 la i___, Pri 0. _ a : • • *wee *St taterrel2 —. 0 -4 M.,» I...

Page 1: dSPIIRE MB :II 1171 El : 11111 la i___, Pri 0. _ a : • • *wee *St taterrel2 —. 0 -4 M.,» I 4401$21•12/A , AK MAT! t. i CONNECTED 4.0 EXISTO,C PANEL eAlrf tkCOWILG CARLE WE
Page 2: dSPIIRE MB :II 1171 El : 11111 la i___, Pri 0. _ a : • • *wee *St taterrel2 —. 0 -4 M.,» I 4401$21•12/A , AK MAT! t. i CONNECTED 4.0 EXISTO,C PANEL eAlrf tkCOWILG CARLE WE

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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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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:

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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

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SCHEDULE OF GRADE BEAMS

CODE 51 7 E

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