Housing DWG Section for AutoCAD

Housing DWG Section for AutoCAD

Housing – Plants – Sections – Views – Several details

Drawing labels, details, and other text information extracted from the CAD file:

window width, casement, andersen, two panel, tru style, entry, dn., ground floor plan, second floor plan, third floor plan, master plan plan, roof deck plan, living area, kitchen, dining, service door, sleeping area, master’s bedroom, guest bedroom, balcony, maid bedroom, fire exit, laundry area, bedroom, family room, walk in closet, roof below, roof eaves line, d r e s s e r, closet, plant box, fireplace, terrace, porch, dining area, carport, utility, laundry, r o o f e a v e s l i n e, guest room, design, solarium, office, bar, living room, walk-in closet, make-up, master bedroom, pantry, accordion grille, dining room, linen, shelves, toiletries, towel, comp.table, bookshelves, library, lattice divider, cab, play station, architect, issued at:, ptr no., tin:, date:, prc no., vladimir g.m. longid,, sheet contents, engineer, location:, owner:, project:, cad:, v. m. l., date:, design:, mr. and mrs. alejandro berad, mr. and mrs. elmer lagpey, puguis, la trinidad, front elevation, plantbox, left elevation, first floor line, roof deck over, apex of main roof, right side elevation, rear elevation, scale:, section through a, master room, dresser, living room, roof plan, guestroom, entertainment room, gameroom, dining nook, ref, clo., lawn, tool shed, storage, foyer, tank area, veranda, pot storage, drying deck, entertainment ctr., app. cab, rack, attic plan, attic, open to living room below, open to kitchen below, drying area, open, first floor plan, open below, water tanks, open above, laundry area, laundry, second floor building line, l a n d s c a p i n g, deck area, maid’s room, shoe rack, foundation plan, center, not to scale, details of chb wall, end wall, corner wall, designation, slab on grade, thickness, typ. section of suspended conc slab, chb wall, intersection, when chb wall meets, column, beam, or rc wall, detail of concrete stairs, beam, landing, typical section of beam, not, scale, bottom bar, top bar, stirrup, roof deck framing plan, deck, ground floor line, natural grade line, second floor line, third floor line, roof deck floor line, floor level, reinforcement bar, follow typical detail for the spacing of hoops, size of footing, section, main bar, hoops-exterior, mtrs., remarks, typical detail, d. foundation, concrete grout., days immediately after pouring by the use of wet burlap, fog, spraying,, curing compounds or other approved methods., completed and prior to concreting to firm up the design soil bearing capacity., c. masonry, on all concrete slabs., all structural parts, corresponding maximum size of aggregates and slump as follows:, unless otherwise shown or specified on the drawings., where concrete is exposed, where concrete is exposed deposited, secured in place prior to pouring of concrete., location, a. general, max. slump, sp. o.c. both ways, verify, typ. section of beam, see truss detail, gues troom, master bedroom, longitudinal section, cross section, trancoville, la trinidad, pico, puguis, to la trinidad, pcec, quirino hill, p e r s p e c t i v e, to aurora hill, brookside, abanao street, vicinity map, pinsao pilot project, longlong, tam-awan, project site, holiday supermart, easter school, fairview, quezon hill, city hall, electrical, mechanical, gen. luna rd, bonifacio street, assumption rd, session road, harrison road, sanitary, structural, architectural, land use and zoning, table of contents, works and highways, department of public, baguio city, republic of the philippines, site development plan, marcos highway, suello village, crystal cave, first floor plan sanitary layout, vstr, c.o., lav., second floor plan sanitary layout, third floor plan sanitary layout, roof deck floor plan sanitary layout, first floor plan water layout, second floor plan water layout, third floor plan water layout, roof deck floor plan water layout, sho., water main line source, riser, floor cleanout detail, capped, check valve, water meter, to fixture, fr. supply, cwl to supply, air chamber detail, plumbing details, manhole, chamber, leaching, outlet, digestion, and vent pipe, municipality., any discrepancy found herein., all plumbing works included herein shall be, coordinate the drawings with other related, executed in accordance to the provision of the, philippine plumbing code, the national building, code and the rules and regulations of the local, or the architect shall be notified immediately of, all pipes shall be installed as indicated , any, gate valve, pea gravel, detail section of septic tank, detail plan of septic tank, flush tank, vent pipe, waste soil, fixture, kitchen sink, lavatory, shower drain, shower head, floor drain, water closet, symbol, water pipe, minimum pipe connection, equivalent., notes:, downspouts, cold water line, storm drainage line, sewer line, the contractor., specified., vertical extension pipe., relocation required for proper execution of the, plumbing works shall be with prior approval of, proposed sanitar

Raw text data extracted from CAD file:

Window Width 4'-0 1/2" CASEMENT CN14 ANDERSEN 189.00 1 6'-8" TWO PANEL TS 3010 TRU STYLE 189.00 3' \A2;2.10 \A2;0.90 \A2;1.20 \A2;2.10 1 1 2 3 4 5 6 7 8 9 10 1 9 8 4 2 7 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 ENTRY UP DN. UP UP DN. GROUND FLOOR PLAN SCALE : 1: 100 M. GROUND FLOOR PLAN SCALE : 1: 100 M. SECOND FLOOR PLAN SCALE : 1: 100 M. GROUND FLOOR PLAN SCALE : 1: 100 M. SECOND FLOOR PLAN SCALE : 1: 100 M. THIRD FLOOR PLAN SCALE : 1: 100 M. MASTER PLAN PLAN SCALE : 1: 100 M. ROOF DECK PLAN SCALE : 1: 100 M. 5 2 3 4 7 8 9 10 1 ENTRY UP LIVING AREA KITCHEN DINING KITCHEN LIVING AREA T & B DINING SERVICE DOOR UNIT - 2 UNIT - 1 SLEEPING AREA T & B KITCHEN LIVING AREA T & B UNIT - 3 UNIT - 4 0'-0 9/16" 4'-0 1/2" CASEMENT CN14 ANDERSEN 189.00 1 6'-8" TWO PANEL TS 3010 TRU STYLE 189.00 3' KITCHEN T & B 6 DN. MASTER'S BEDROOM LIVING AREA T & B UP GUEST BEDROOM BALCONY KITCHEN T & B UP DN. DN. BALCONY DN. SLEEPING AREA DINING MAID BEDROOM GROUND FLOOR PLAN SCALE : 1: 100 M. 2 3 4 7 8 9 10 1 ENTRY UP LIVING AREA KITCHEN DINING KITCHEN LIVING AREA T & B DINING SERVICE DOOR UNIT - 2 UNIT - 1 SLEEPING AREA T & B SLEEPING AREA FIRE EXIT SERVICE DOOR DINING SLEEPING AREA LIVING AREA KITCHEN DINING T & B SLEEPING AREA LAUNDRY AREA 5 5 5 GROUND FLOOR PLAN SCALE : 1: 100 M. 2 3 4 7 10 1 GROUND FLOOR PLAN SCALE : 1: 100 M. 2 3 4 7 10 1 GROUND FLOOR PLAN SCALE : 1: 100 M. 2 3 4 7 10 1 4.45 3.10 3.30 1.10 1.10 1.10 3.00 2.00 2.15 3.50 2.35 5.00 2.50 3.50 2.60 3.10 1.30 2.00 1.30 1.70 0.90 1.80 3.50 4.50 2.00 1.80 3.00 1.80 3.50 3.55 1.95 0.60 0.65 1.15 3.10 5.78 3.70 1.38 1.30 1.70 3.50 4.50 1.80 2.07 4.50 3.23 1.10 3.50 1.10 1.10 4.70 1.20 4.45 3.15 3.50 3.10 3.55 0.60 1.50 4.00 5.00 1.80 3.50 4.50 0.80 1.80 3.50 3.15 3.50 3.55 3.10 4.15 3.50 4.50 2.00 2.73 4.73 2.00 2.73 0.30 3.00 3.00 3.00 3.00 1.10 3.50 1.10 1.10 4.70 4.45 3.15 5.00 1.80 3.50 3.15 3.50 3.55 3.10 4.15 3.50 4.50 2.80 2.00 2.73 4.73 0.30 3.00 3.00 2.73 2.00 3.00 3.00 2.80 4.73 2.73 3.00 3.00 0.30 2.00 2.73 4.73 2.00 0.30 3.00 3.00 3.00 4.73 2.73 2.00 3.00 0.30 3.00 2.73 2.80 2.00 3.00 3.00 3.00 2.73 2.00 2.80 4.73 2.00 3.00 0.30 3.00 2.73 5.75 3.05 4.80 5.55 3.00 0.30 2.00 2.73 4.73 3.00 3.00 2.00 3.00 2.80 2.73 3.00 0.30 2.00 2.73 4.73 3.00 3.38 3.90 3.00 5.05 5.75 8.50 3.60 13.90 2.70 0.60 3.25 1.70 1.70 3.95 3.50 1.55 3.34 5.81 2.15 0.02 BEDROOM BEDROOM MASTER'S BEDROOM FAMILY ROOM STUDY ROOM/ LIBRARY BEDROOM WALK IN CLOSET ROOF BELOW ROOF EAVES LINE W2 W6 W2 W1 W1 W1 W2 W5 W7 W2 W4 W3 W1 W3 6 " C H B FIREWALL BALCONY D R E S S E R CHIMNEY (SEE DETAIL) D2 D4 D2 D4 W3 D2 D2 D2 CLOSET CLOSET CLOSET CLOSET PLANT BOX DN FIREPLACE UP 1 2 3 4 5 6 2 1 3 5 4 6 D7 D6 KITCHEN D8 SD1 TERRACE D2 D4 D2 W1 W2 W6 W2 W1 BEDROOM BEDROOM W8 PORCH D1 W2 LIVING AREA DINING AREA CARPORT A B C D E F F E D C B A GROUND FLOOR PLAN SECOND FLOOR PLAN W7 UTILITY LAUNDRY R O O F E A V E S L I N E 5 5 5 5 FAMILY/ENTERTAINMENT ROOM GUEST ROOM 2ND FLOOR PLAN DESIGN DESIGN 5 5 5 5 5 5 5 5 SOLARIUM 5 1ST FLOOR PLAN 5 5 5 5 5 5 5 5 5 OFFICE BAR 5 LIVING ROOM 5 5 5 WALK-IN CLOSET 5 MAKE-UP MASTER BEDROOM 5 5 5 5 5 PANTRY ACCORDION GRILLE UTILITY 5 5 5 5 5 5 5 BALCONY 5 5 DINING ROOM 5 GUEST ROOM LINEN 5 5 MAKE-UP SHELVES 5 DN UP CLOSET CLOSET MASTER BEDROOM 5 TOILETRIES TOWEL GIRL'S BEDROOM1 DESIGN 5 5 5 5 5 5 5 GUEST ROOM FAMILY/ENTERTAINMENT ROOM 3RD FLOOR PLAN 5 5 5 5 5 5 5 BALCONY COMP.TABLE BOOKSHELVES BOOKSHELVES LIBRARY 5 5 BOY'S BEDROOM 1 5 LATTICE DIVIDER TV/STEREO RACK BOOKSHELVES 5 GIRL'S BEDROOM2 5 5 5 5 BOY'S BEDROOM 2 BOY'S BEDROOM 3 CAB 5 5 5 5 WM PLAY STATION DECK/WASH AREA 5 TV/STEREO RACK 5 BOY'S BEDROOM 4 ARCHITECT Issued at: PTR No. TIN: Date: PRC No. ARCHITECT Vladimir G.M. Longid, TEL. NOS. 074 - 4221845/ 0921-5786898 DESIGN IC-15, KM. 6, LA TRINIDAD BENGUET SHEET CONTENTS 1. FIRST FLOOR PLAN 3 A 2. SECOND FLOOR PLAN 3. THIRD FLOOR PLAN ENGINEER LOCATION: OWNER: 3 - STOREY RESIDENTIAL BUILDING WITH BASEMENT Date: PTR No. Issued at: PRC No. PROJECT: R.A. 545 SEC. 25 \C3;THIS DOCUMENT, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT WHETHER THIS PROJECT IS EXECUTED OR NOT. THIS DOCUMENT SHALL NOT BE REPRODUCED WHOLLY OR PARTLY NOR BE USED IN THE REPETITION OF AND FOR OTHER PROJECTS OR BUILDINGS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. CAD: V. M. L. DATE: DESIGN: TIN: V. M. L. MR. AND MRS. ALEJANDRO BERAD KM.5, LA TRINIDAD ARCHITECT MR. AND MRS. ELMER LAGPEY 2 - STOREY RESIDENTIAL BUILDING WITH BASEMENT DESIGN IC-15, KM. 6, LA TRINIDAD BENGUET TEL. NOS. 074 - 4221845/ 0921-5786898 Vladimir G.M. Longid, ARCHITECT PRC No. Date: TIN: PTR No. Issued at: Issued at: ENGINEER TIN: PRC No. PTR No. Date: OWNER: LOCATION: PROJECT: PUGUIS, LA TRINIDAD R.A. 545 SEC. 25 \C3;THIS DOCUMENT, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT WHETHER THIS PROJECT IS EXECUTED OR NOT. THIS DOCUMENT SHALL NOT BE REPRODUCED WHOLLY OR PARTLY NOR BE USED IN THE REPETITION OF AND FOR OTHER PROJECTS OR BUILDINGS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. V. M. L. DESIGN: DATE: V. M. L. CAD: 4. REAR ELEVATION 3. LEFT SIDE ELEVATION 2. RIGHT SIDE ELEVATION 1. FRONT ELEVATION SHEET CONTENTS A 3 5 5 5 5 5 5 FRONT ELEVATION DESIGN 5 5 5 5 SHELVES plantbox plantbox LEFT ELEVATION DESIGN 5 5 5 5 5 5 BOY'S BEDROOM 1 5 plantbox plantbox GUEST ROOM PLAY STATION DECK/WASH AREA WM 5 5 5 5 5 5 5 5 BOY'S BEDROOM 4 CAB TV/STEREO RACK CAB BOY'S BEDROOM 3 BOY'S BEDROOM 2 FAMILY/ENTERTAINMENT ROOM 5 5 5 FRONT ELEVATION DESIGN 5 5 5 5 5 5 5 5 5 5 5 FIRST FLOOR LINE 2ND FLOOR LINE 3RD FLOOR LINE ROOF DECK OVER BEDROOM 4 APEX OF MAIN ROOF APEX OF MAIN ROOF 3RD FLOOR LINE 2ND FLOOR LINE FIRST FLOOR LINE 5 5 FIRST FLOOR LINE 2ND FLOOR LINE 3RD FLOOR LINE 5 5 5 5 APEX OF MAIN ROOF LEFT ELEVATION DESIGN 5 5 5 5 5 5 3RD FLOOR LINE 2ND FLOOR LINE FIRST FLOOR LINE APEX OF MAIN ROOF F E D C B A G 3 2 1 6 5 4 RIGHT SIDE ELEVATION 5 5 3RD FLOOR LINE 5 5 FIRST FLOOR LINE 5 2ND FLOOR LINE DESIGN 5 APEX OF MAIN ROOF 5 5 3RD FLOOR LINE 5 5 FIRST FLOOR LINE 5 APEX OF MAIN ROOF ROOF DECK OVER BEDROOM 4 REAR ELEVATION 3RD FLOOR LINE 5 5 FIRST FLOOR LINE 5 5 2ND FLOOR LINE 5 DESIGN APEX OF MAIN ROOF 5 5 5 3RD FLOOR LINE 2ND FLOOR LINE FIRST FLOOR LINE 5 5 5 APEX OF MAIN ROOF ROOF DECK OVER G D E F B C A G F E D C B A 1 2 4 3 5 6 2 1 3 4 6 5 B A A B B A A B B A A B 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 1: 100 MTRS. SCALE: 5 5 5 5 5 5 SECTION THROUGH A 5 IC-15, KM. 6, LA TRINIDAD BENGUET TEL. NOS. 074 - 4221845/ 0921-5786898 Vladimir G.M. Longid, DESIGN ARCHITECT ARCHITECT TIN: PRC No. PTR No. Date: Issued at: DESIGN 5 5 3RD FLOOR LINE 5 APEX OF MAIN ROOF FIRST FLOOR LINE 2ND FLOOR LINE 5 5 T&B MASTER ROOM DRESSER T&B T&B 2ND FLOOR LINE FIRST FLOOR LINE 5 5 DESIGN SCALE: MASTER BEDROOM LIVING ROOM SCALE: ROOF PLAN 5 5 5 2 - STOREY RESIDENTIAL BUILDING WITH BASEMENT LOCATION: ENGINEER LEFT ELEVATION TIN: PRC No. PTR No. Date: Issued at: PROJECT: OWNER: PUGUIS, LA TRINIDAD MR. AND MRS. ELMER LAGPEY R.A. 545 SEC. 25 \C3;THIS DOCUMENT, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ARCHITECT WHETHER THIS PROJECT IS EXECUTED OR NOT. THIS DOCUMENT SHALL NOT BE REPRODUCED WHOLLY OR PARTLY NOR BE USED IN THE REPETITION OF AND FOR OTHER PROJECTS OR BUILDINGS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. DESIGN GUESTROOM OFFICE DINING ROOM LIVING ROOM MASTER BEDROOM BAR BALCONY ENTERTAINMENT ROOM GAMEROOM 1: 100 MTRS. DINING ROOM FAMILY ROOM 5 2ND FLOOR LINE FIRST FLOOR LINE 5 5 5 5 5 5 5 DATE: V. M. L. DESIGN: CAD: V. M. L. 3. ROOF PLAN 2. SECTION THROUGH B 1. SECTION THROUGH A SHEET CONTENTS 4 A 5 5 DECK/WASH AREA 5 5 5 5 5 5 5 1: 100 MTRS. 5 APEX OF MAIN ROOF 5 3RD FLOOR LINE 5 5 BOY'S BEDROOM 2 FAMILY ROOM 5 5 APEX OF MAIN ROOF ROOF DECK OVER BEDROOM 4 3RD FLOOR LINE 5 \A1;5.50 \A1;5.50 \A1;5.50 \A1;3.15 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.33 \A1;4.23 \A1;3.85 \A1;3.30 \A1;4.78 \A1;1.87 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;4.00 \A1;1.90 \A1;4.55 \A1;2.45 \A1;4.55 \A1;19.65 \A1;0.85 \A1;0.00 \A1;1.20 \A1;1.55 \A1;2.15 \A1;1.55 \A1;3.70 \A1;5.85 \A1;4.23 \A1;3.15 \A1;5.50 \A1;5.50 \A1;5.50 \A1;3.85 \A1;3.33 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;4.78 \A1;3.30 \A1;4.00 \A1;3.32 \A1;2.17 \A1;3.33 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.70 \A1;1.55 \A1;2.15 \A1;1.55 \A1;1.20 \A1;1.87 \A1;8.32 \A1;5.85 \A1;1.90 \A1;4.55 \A1;2.45 \A1;4.55 \A1;19.65 \A1;0.85 \A1;5.50 \A1;5.50 \A1;5.50 \A1;3.15 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.33 \A1;4.78 \A1;1.87 \A1;2.18 \A1;3.32 \A1;5.50 \A1;2.18 \A1;3.32 \A1;4.00 \A1;1.90 \A1;4.55 \A1;4.55 \A1;19.65 \A1;0.85 \A1;8.32 \A1;1.20 \A1;1.55 \A1;2.15 \A1;1.55 \A1;3.70 \A1;4.78 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;4.78 \A1;3.30 \A1;3.15 \A1;1.41 \A1;1.91 \A1;1.91 \A1;1.41 \A1;1.91 \A1;1.41 \A1;5.50 \A1;5.50 \A1;5.50 \A1;3.85 \A1;4.23 \A1;3.70 \A1;1.55 \A1;2.15 \A1;1.55 \A1;1.20 \A1;1.87 \A1;8.32 \A1;4.00 \A1;2.90 \A1;2.60 \A1;2.90 \A1;2.60 \A1;2.90 \A1;2.60 LOT 28-C-3-A-1 AREA = 200 Sq.M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. 36.00 M. 34.77 M. 34.77 M. 36.00 M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. 34.77 M. LOT 28-C-3-A-1 AREA = 200 Sq.M. 36.00 M. 36.00 M. 34.77 M. PERPETUAL ALLEY (2.50 M. WIDE) PERPETUAL ALLEY (2.50 M. WIDE) LOT 28-C-3-A-1 AREA = 200 Sq.M. 34.77 M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. PERPETUAL ALLEY (2.50 M. WIDE) 36.00 M. 34.77 M. 36.00 M. BEDROOM 1 BEDROOM 2 DINING NOOK LIVING ROOM REF LAUNDRY KITCHEN LIVING ROOM LIVING ROOM CLO. CLO. DINING NOOK LAUNDRY KITCHEN BEDROOM 1 REF CLO. CLO. DINING NOOK BEDROOM 2 LAUNDRY KITCHEN BEDROOM 1 REF CLO. CLO. BEDROOM 2 LAWN LAWN LAWN TOOL SHED STORAGE UP SECOND FLOOR PLAN DN PORCH FOYER TANK AREA BEDROOM 1 BEDROOM 2 BEDROOM 3 VERANDA PANTRY KITCHEN pot storage wm laundry & dirty kitchen DRYING DECK CLOSET LINEN LINEN CLOSET CLOSET ENTERTAINMENT CTR. app. cab rack DINING ROOM LIVING ROOM LAWN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ATTIC PLAN ATTIC OPEN TO LIVING ROOM BELOW OPEN TO KITCHEN BELOW LIVING ROOM DINING ROOM rack app. cab ENTERTAINMENT CTR. CLOSET CLOSET LINEN LINEN CLOSET DRYING DECK laundry & dirty kitchen wm pot storage KITCHEN PANTRY VERANDA BEDROOM 3 BEDROOM 2 BEDROOM 1 TANK AREA FOYER PORCH DN OPEN TO KITCHEN BELOW OPEN TO LIVING ROOM BELOW ATTIC 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAWN UP STORAGE TOOL SHED LAWN LAWN LAWN 5 5 5 5 5 5 5 5 BEDROOM 2 CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY BEDROOM 2 DINING NOOK CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY DINING NOOK CLO. CLO. LIVING ROOM LIVING ROOM GROUND FLOOR PLAN KITCHEN LAUNDRY REF LIVING ROOM DINING NOOK BEDROOM 2 BEDROOM 1 DN PORCH FOYER TANK AREA BEDROOM 1 BEDROOM 2 BEDROOM 3 VERANDA PANTRY KITCHEN pot storage wm laundry & dirty kitchen DRYING DECK CLOSET LINEN LINEN CLOSET CLOSET ENTERTAINMENT CTR. app. cab rack DINING ROOM LAWN UP STORAGE TOOL SHED LAWN LAWN LAWN BEDROOM 2 CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY BEDROOM 2 DINING NOOK CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY DINING NOOK CLO. CLO. LIVING ROOM LIVING ROOM KITCHEN LAUNDRY REF LIVING ROOM DINING NOOK BEDROOM 2 BEDROOM 1 \A1;4.23 \A1;3.85 \A1;5.50 \A1;5.50 \A1;5.50 \A1;1.41 \A1;1.91 \A1;1.41 \A1;1.91 \A1;1.91 \A1;1.41 \A1;3.15 \A1;3.30 \A1;4.78 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.18 \A1;3.32 \A1;2.60 \A1;2.90 \A1;2.60 \A1;2.90 \A1;2.60 \A1;2.90 \A1;4.00 \A1;8.32 \A1;1.87 \A1;1.20 \A1;1.55 \A1;2.15 \A1;1.55 \A1;3.70 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LIVING ROOM DINING ROOM rack app. cab CLOSET CLOSET LINEN LINEN CLOSET wm pot storage KITCHEN PANTRY VERANDA BEDROOM 3 BEDROOM 2 BEDROOM 1 TANK AREA FOYER PORCH DN SECOND FLOOR PLAN DRYING AREA laundry & dirty kitchen GUEST ROOM CLOSET LOT 28-C-3-A-1 AREA = 200 Sq.M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. 36.00 M. 34.77 M. 34.77 M. 36.00 M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. 34.77 M. LOT 28-C-3-A-1 AREA = 200 Sq.M. 36.00 M. 36.00 M. 34.77 M. PERPETUAL ALLEY (2.50 M. WIDE) PERPETUAL ALLEY (2.50 M. WIDE) LOT 28-C-3-A-1 AREA = 200 Sq.M. 34.77 M. LOT 28-C-3-A-2 AREA = 1050 Sq.M. PERPETUAL ALLEY (2.50 M. WIDE) 36.00 M. 34.77 M. 36.00 M. BEDROOM 1 BEDROOM 2 DINING NOOK LIVING ROOM REF LAUNDRY KITCHEN LIVING ROOM LIVING ROOM CLO. CLO. DINING NOOK LAUNDRY KITCHEN BEDROOM 1 REF CLO. CLO. DINING NOOK BEDROOM 2 LAUNDRY KITCHEN BEDROOM 1 REF CLO. CLO. BEDROOM 2 LAWN LAWN LAWN TOOL SHED STORAGE UP LAWN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LAWN UP STORAGE TOOL SHED LAWN LAWN LAWN 5 5 5 5 5 5 5 5 BEDROOM 2 CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY BEDROOM 2 DINING NOOK CLO. CLO. REF BEDROOM 1 KITCHEN LAUNDRY DINING NOOK CLO. CLO. LIVING ROOM LIVING ROOM GROUND FLOOR PLAN KITCHEN LAUNDRY REF LIVING ROOM DINING NOOK BEDROOM 2 BEDROOM 1 \A2;1.22 \A2;3.01 \A2;1.32 \A2;2.22 \A2;3.04 \A2;1.68 \A2;1.35 \A2;1.65 \A2;1.32 \A2;1.32 \A2;1.68 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.12 7 10 1 2 UNIT 6 UNIT 8 UNIT 7 OPEN T&B T&B T&B T&B UNIT 5 SECOND FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A2;1.22 \A2;1.68 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.12 \A2;3.01 \A2;1.32 \A2;2.22 \A2;3.04 \A2;1.68 \A2;1.33 \A2;1.67 \A2;1.33 \A2;1.32 10 1 2 UNIT 2 UNIT 4 UNIT 3 OPEN T&B T&B T&B T&B UNIT 1 FIRST FLOOR PLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 KITCHEN KITCHEN KITCHEN veranda & laundry veranda & laundry veranda & laundry OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW T&B UNIT 5 \A2;7.85 \A2;4.15 \A2;1.15 \A2;1.20 \A2;5.50 \A2;1.48 \A2;9.48 \A2;1.99 \A2;1.50 \A2;1.50 \A2;2.80 \A2;1.68 \A2;5.93 \A2;15.41 \A2;2.66 \A2;5.92 \A2;2.03 7 10 1 2 DN OPEN WATER TANKS OPEN OPEN OPEN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ROOF DECK PLAN SCALE 1:100 M \A2;1.23 \A2;3.01 \A2;1.32 \A2;2.22 \A2;3.04 \A2;1.68 \A2;1.33 \A2;1.67 \A2;1.33 \A2;1.33 \A2;1.68 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.13 \A2;1.23 \A2;3.01 \A2;1.32 \A2;2.22 \A2;3.04 \A2;1.68 \A2;1.33 \A2;1.67 \A2;1.33 \A2;1.33 \A2;1.68 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.13 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.23 \A2;3.01 \A2;1.32 \A2;2.22 \A2;3.04 \A2;1.68 \A2;1.33 \A2;1.67 \A2;1.33 \A2;1.33 \A2;1.68 \A2;3.00 \A2;3.00 \A2;3.00 \A2;1.13 \A2;7.85 \A2;4.15 \A2;5.50 \A2;1.48 \A2;9.48 \A2;1.50 \A2;1.50 \A2;2.80 \A2;1.93 \A2;5.93 \A2;15.41 \A2;2.66 \A2;2.03 0.30 0.30 300 200 300 300 S/4 S/4 S L/5 L1 L1 L/5 L/5 2.05 \A2;3.00 \A2;3.00 \A2;1.43 \A2;4.51 \A2;3.94 \A2;3.57 \A2;2.18 \A2;3.57 \A2;2.47 \A2;3.94 \A2;3.57 \A2;2.18 2.05 \A2;3.00 \A2;1.43 \A2;4.51 \A2;3.00 \A2;1.48 \A2;2.40 \A2;2.47 \A2;3.59 \A2;1.71 \A2;2.47 \A2;1.48 \A2;2.40 \A2;3.59 \A2;1.71 \A2;3.17 \A2;3.04 \A2;3.00 \A2;3.04 \A2;3.00 \A2;3.17 \A2;3.94 \A2;3.57 \A2;2.18 2.05 \A2;3.00 \A2;1.43 \A2;4.51 \A2;2.47 \A2;3.17 \A2;3.04 \A2;3.00 \A2;1.48 \A2;3.94 \A2;3.57 \A2;2.18 2.05 \A2;3.00 \A2;1.43 \A2;4.51 \A2;2.47 \A2;3.17 \A2;3.04 \A2;3.00 \A2;1.48 \A2;3.59 \A2;2.47 \A2;3.59 \A2;1.71 \A2;1.71 \A2;3.99 \A2;3.44 \A2;4.51 \A2;3.99 \A2;3.44 \A2;4.51 \A2;3.99 \A2;3.44 \A2;4.51 \A2;3.99 \A2;3.44 \A2;4.51 \A2;0.40 \A2;1.40 \A2;2.80 \A2;3.00 \A2;2.80 10 @ 100MM H = SEE SCHEDULE OF INNER STIRRUPS REST @ 200MM 10 @ 100MM \A2;.20 \A2;.40 \A2;1.50 \A2;1.50 \A2;.40 \A2;.20 \A2;1.50 \A2;0.40 \A2;0.20 \A2;0.40 \A2;0.20 \A2;0.40 \A2;0.20 \A2;1.50 \A2;0.40 \A2;1.40 \A2;2.80 \A2;3.00 \A2;2.80 0.60 0.30 0.10 0.30 0.30 0.20 0.40 1.30 0.70 0.60 0.40 0.70 2.00 3.00 1.70 1.50 1.80 4.00 0.60 0.60 \A2;0.40 \A2;0.40 \A2;0.40 \A2;0.40 \A2;3.00 \A2;2.80 \A2;3.00 \A2;2.80 \A2;3.00 \A2;2.80 \A2;3.00 \A2;2.80 OPEN BELOW UNIT 6 UNIT 10 UNIT 11 KITCHEN T&B T&B veranda & laundry veranda & laundry KITCHEN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 veranda & laundry T&B KITCHEN veranda & laundry OPEN BELOW OPEN BELOW T&B veranda & laundry T&B veranda & laundry T&B KITCHEN KITCHEN KITCHEN OPEN BELOW UNIT 7 UNIT 9 UNIT 8 10 1 2 UNIT 2 UNIT 4 UNIT 3 PLANT BOX T&B T&B UNIT 1 KITCHEN veranda & laundry OPEN ABOVE LAUNDRY AREA UNIT 5 OPEN ABOVE OPEN ABOVE T&B laundry KITCHEN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 KITCHEN T&B veranda & laundry T&B veranda & laundry KITCHEN KITCHEN up up up SECOND FLOOR BUILDING LINE L A N D S C A P I N G 5 5 5 DN WATER TANKS OPEN DECK AREA OPEN BELOW OPEN OPEN BALCONY MAID'S ROOM GUESTROOM KITCHEN DINING LIVING ROOM VERANDA BALCONY PANTRY SHOE RACK WALK-IN CLOSET MASTER'S BEDROOM PORCH 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 OPEN 5 5 5 5 5 5 5 5 5 5 5 5 5 T&B T&B OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW 2ND FLOOR FRAMING PLAN SCALE 1:100 M FOUNDATION PLAN SCALE 1:100 M ON 0.80MM STEEL DECK D10 MM REBARS @ 0.25 O.C.B.W. D10MM @ 250MM ON CENTER BOTHWAYS ON 0.80 MM THICK STEELDECK(BY UNION GALVA STEEL OR EQUIVALENT) Center L/4 L/4 L/4 L/4 L/5 AND REST @ 0.25MTRS 10MM-3@0.O5MTRS, 4@0.075MTRS., 5@0.10MTRS 3 - D 16MM 2 - D 16MM 2 - D 16MM 3- D 16MM 0.30 0.30 NOT TO SCALE DETAILS OF CHB WALL D 12MM. BAR 300 200 END WALL D 12MM. BAR CORNER WALL 3. SLAB SCHEDULE DESIGNATION Slab on Grade (S.O.G.) Suspended Slab 1 (S1) THICKNESS (MM) 100 100 D10 mm @ 250MM D10 mm @ 250MM D10 mm @ 250MM D10 mm @ 250MM D10 mm @ 250MM Center 1: 30 MTS. TYP. SECTION OF SUSPENDED CONC SLAB SCALE: 300 300 D 12MM. BAR CHB WALL INTERSECTION WHEN CHB WALL MEETS COLUMN, BEAM, or RC WALL SHORT SPAN (X) LONG SPAN (Y) D10 mm @ 250MM END (B) CENTER (A) CORNER(C-D) END (C) CENTER (A) CORNER(B-D) S2 1: 20 MTS. SCALE: DETAIL OF CONCRETE STAIRS D 10MM @ 200MM D 16MM @ 150MM D 10MM NOSING BAR D 16MM @ 150MM D 10MM @ 200MM D 16MM @ 150MM BEAM LANDING S/4 S/4 S BEAM TYPICAL SECTION OF BEAM L/5 L1 L1 L/5 L/5 L C C L L C NOT TO SCALE BOTTOM BAR TOP BAR STIRRUP @ MIDSPAN @ SUPPORT MB B2 B1 DESIGNATION TB 3RD FLR. 2ND FLR. 1ST FLR. 1. GIRDER & BEAM SCHEDULE 0.20 0.20 0.15 0.15 0.15 0.15 0.20 0.20 0.35 TOP BAR BOTTOM BAR STIRRUP TOP BAR BOTTOM BAR STIRRUP AND REST @ 0.25MTRS 10MM-3@0.O5MTRS, 4@0.075MTRS., 5@0.10MTRS 3 - D 16MM 2 - D 16MM 2 - D 16MM 3- D 16MM 2 - D 16MM 3 - D 16MM 10MM-3@0.O5MTRS, 4@0.075MTRS., 5@0.10MTRS AND REST @ 0.25MTRS 3- D 16MM 2 - D 16MM 2 - D 16MM 3 - D 16MM 10MM-3@0.O5MTRS, 4@0.075MTRS., 5@0.10MTRS AND REST @ 0.25MTRS 3- D 16MM 2 - D 16MM 2 - D 16MM 3 - D 16MM 10MM-3@0.O5MTRS, 4@0.075MTRS., 5@0.10MTRS AND REST @ 0.25MTRS 3- D 16MM 2 - D 16MM @ SUPPORT @ MIDSPAN @ MIDSPAN @ SUPPORT @ MIDSPAN @ SUPPORT 0.30 0.30 0.40 0.40 0.30 0.30 0.40 0.40 0.35 C1F1 C1F1 C1F1 C1F1 C1F1 C1F1 C1F1 C1F6 C1F7 C1F8 C1F7 C1F2 C1F3 C1F2 C1F3 C1F2 C1F4 C1F4 C1F4 C1F4 C1F5 TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB TB WF WF WF 10MM REBARS @ 0.30 M. O.C.B.W. 5 5 5 5 5 5 5 5 5 5 SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB WF SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB TB TB TB TB WF (STAIR WELL) SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB 10mmd REBARS SPACED @ 25mm O.C. BOTH WAYS ON STEEL DECK B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 5 5 5 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B-2 B-2 (STAIR WELL) SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB 10mmd REBARS SPACED @ 0.30m O.C. BOTH WAYS ON STEEL DECK B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 5 5 5 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB 5 5 5 5 5 5 5 5 5 B-2 3rd FLOOR FRAMING PLAN SCALE 1:100 M \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;H \T2;I \T2;K \T2;1 \T2;5 \T2;6 \T2;D \T2;2' \T2;3 \T2;4' \T2;J ROOF DECK FRAMING PLAN SCALE 1:100 M (STAIR WELL) SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB SLAB DEPRESSED @ 50mm FROM ADJOINING SLAB 10mmd REBARS SPACED @ 0.30m O.C. BOTH WAYS ON STEEL DECK B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 5 5 5 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 B-1 5 5 5 5 5 5 5 5 5 B-2 B-1 B-1 B-1 B-1 B-2 B-1 B-2 B-2 B-1 B-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DESIGN DESIGN DESIGN DESIGN \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;K \T2;G \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;B' \T2;C \T2;C' \T2;D \T2;2' \T2;2" \T2;3 \T2;4' \T2;J FIRST FLOOR PLAN SCALE 1:100 M DESIGN SECOND FLOOR PLAN SCALE 1:100 M DESIGN THIRD FLOOR PLAN SCALE 1:100 M DESIGN ROOF DECK PLAN SCALE 100 M DESIGN \T2;C \T2;C \T2;C UNIT 3 UNIT 8 T & B KITCHEN T & B KITCHEN KITCHEN DECK DINING VERANDA GROUND FLOOR LINE NATURAL GRADE LINE SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 5 5 FLOOR LEVEL 2ND FLR TO 1ST FLR 3RD FLR TO 2ND FLR 2. FOOTING SCHEDULE F2 DESIGNATION 10 @ 100MM H = SEE SCHEDULE OF INNER STIRRUPS 16 MM DIA. @ 0.127 REINFORCEMENT BAR FOLLOW TYPICAL DETAIL FOR THE SPACING OF HOOPS 1.50 SIZE OF FOOTING 10MM - TYP. SPACING 1.50 B L SECTION MAIN BAR HOOPS-EXTERIOR 0.35 T MTRS. 100MM SPACING OF HOOPS B MTRS. 16 MM DIA. @ 0.127 L REMARKS FOLLOW TYPICAL DETAIL FOR THE SPACING OF HOOPS 10MM - TYP. SPACING SECTION HOOPS-EXTERIOR MAIN BAR C1 DESIGNATION REST @ 200MM 10 @ 100MM TYPICAL DETAIL F1 16 MM DIA. @ 0.127 1.50 1.50 0.35 MTRS. MTRS. 16 MM DIA. @ 0.127 7. ALL CONCRETE SHALL BE KEPT MOIST FOR A MINIMUM OF SEVEN(7) CONSECUTUVE D. FOUNDATION CONCRETE GROUT. 1. FOUNDATION IS DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. 2. FOUNDATION SHALL REST ON NATURAL SOIL UNLESS OTHERWISE NOTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER THE FOOTING EXCAVATION HAS BEEN 3. ALL CELLS CONTAINING REINFORCING BARS OR INSERTS SHALL BE SOLIDLY FILLED WITH 2. LINTEL BEAMS SHALL BEAR AT LEST 6 INCHES (150 MM) ON EACH SIDE OF THE CHB WALLS. 1. PROVIDE 1 - 16 MM DIAMETER BARS AT CORNERS OR INTERSECTIONS OF CHB WALL. DAYS IMMEDIATELY AFTER POURING BY THE USE OF WET BURLAP, FOG, SPRAYING, CURING COMPOUNDS OR OTHER APPROVED METHODS. COMPLETED AND PRIOR TO CONCRETING TO FIRM UP THE DESIGN SOIL BEARING CAPACITY. C. MASONRY ON ALL CONCRETE SLABS. ALL STRUCTURAL PARTS SLAB ON GRADE (S.0.G.) B. CONCRETE & REINFORCEMENT 3. ALL STRUCTURAL REINFORCING BARS SHALL BE GRADE 33 OR HIGHER. 10 MM DIA. TEMP. BARS SHALL BE USED CORRESPONDING MAXIMUM SIZE OF AGGREGATES AND SLUMP AS FOLLOWS: 2. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT THE END OF TWENTY-EIGHT DAYS(28) DAYS WITH STRUCTURAL CODE OF THE PHILIPPINES AND THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE CODE (ACI 318) 1. ALL MATERIALS AND WORKMANSHIP OF SUCH SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL 1. GENERAL NOTES & TYPICAL DETAILS SHALL BE APPLIED TO ALL STRUCTURAL WORK 1. GENERAL CONSTRUCTION NOTES: UNLESS OTHERWISE SHOWN OR SPECIFIED ON THE DRAWINGS. WHERE CONCRETE IS EXPOSED 6. ALL ANCHOR BOLTS, DOWEL INSERTS, SHALLB E PROPERLY POSITIONED AND 5. SPLICES SHALL BE SECURELY WIRED AND SHALL BE STAGGERED WHENEVER POSSIBLE. DIRECTLY AGAINST EARTH - 3' OR 75 MM WHERE CONCRETE IS EXPOSED DEPOSITED TO EARTH BUT POURED AGAINST FORMS - 2" OR 50 MM BEAM STIRRUPS & COLUMN TIES - 1 1/2" OR 38 MM SLAB ON GRADE - 1 1/2" OR 38 MM 4. MAINTAIN MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS FOLLOWS: SUSPENDED SLAB - 3/4" OR 19 MM SECURED IN PLACE PRIOR TO POURING OF CONCRETE. LOCATION A. GENERAL AGGREGATE SIZE (MAX.) 3,000 P.S.I 2,500 P.S.I 28 DAYS STRENGTH 4" 4" MAX. SLUMP 1" 3/4" TYP. SECTION OF SUSPENDED CONC SLAB SCALE: 1: 30 MTS. D10 MM REBARS @ 0.25 O.C.B.W. ON 0.80MM STEEL DECK C C L L/4 L C L/4 L/5 L/4 L L/5 L/4 L/5 L/5 L1 L1 C1-F1 PLAN 10 - D16 mm O REBARS SP. O.C. BOTH WAYS 8 - D16 mm O VERTICAL BARS NATURAL GRADE LINE VERIFY 8 - D16 mm O VERTICAL BARS AT 3 @ 50 mm, 5 @100 mm, REST @150 mm 10 - D16 mm O REBARS SP. O.C. BOTH WAYS SECTION SCALE 1:20MTS SCALE 1:20MTS W/ D10 mm LATERAL TIES D10 mm O LATERAL TIES SPACED ROOF DECK TO 3RD FLR 1.50 5 5 5 5 5 5 10MM - TYP. SPACING 6 - 16MM DIA. HOOPS-EXTERIOR MAIN BAR 6 - 16MM DIA. 6 - 16MM DIA. FOLLOW TYPICAL DETAIL FOR THE SPACING OF HOOPS C1-F2 PLAN 10 - D16 mm O REBARS SP. O.C. BOTH WAYS 8 - D16 mm O VERTICAL BARS NATURAL GRADE LINE VERIFY 8 - D16 mm O VERTICAL BARS AT 3 @ 50 mm, 5 @100 mm, REST @150 mm 10 - D16 mm O REBARS SP. O.C. BOTH WAYS SECTION SCALE 1:20MTS SCALE 1:20MTS W/ D10 mm LATERAL TIES D10 mm O LATERAL TIES SPACED 1.50 .20 .40 1.50 1.50 .40 .20 3. COLUMN SCHEDULE 4. FOOTING DETAIL TYP. SECTION OF BEAM NOT TO SCALE SEE TRUSS DETAIL GUES TROOM UNIT 6 UNIT 7 UNIT 1 UNIT 2 UNIT 5 UNIT 10 T & B T & B T & B KITCHEN KITCHEN KITCHEN MASTER BEDROOM T & B WATER TANKS DECK GROUND FLOOR LINE NATURAL GRADE LINE SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 5 5 LONGITUDINAL SECTION 1: 100 MTRS. SCALE: DESIGN CROSS SECTION 1: 100 MTRS. SCALE: DESIGN TRANCOVILLE LA TRINIDAD PICO PUGUIS TO LA TRINIDAD S A Y Y PCEC S A G A QUIRINO HILL M P E R S P E C T I V E TO AURORA HILL BROOKSIDE District/ City/ Municipality ABANAO STREET VICINITY MAP PINSAO PILOT PROJECT LONGLONG TAM-AWAN PROJECT SITE K K A W B O V E A HOLIDAY SUPERMART EASTER SCHOOL O A D R A N FAIRVIEW QUEZON HILL G U I L N CITY HALL A A D N L I A R O E2 E3 E4 ELECTRICAL P5 E1 MECHANICAL ELECTRICAL GEN. LUNA RD BONIFACIO STREET ASSUMPTION RD SESSION ROAD HARRISON ROAD P2 P3 P4 P1 S2 SANITARY SANITARY STRUCTURAL S4 S3 S1 STRUCTURAL DOOR & WINDOW SCHEDULE A5 A4 LINE & GRADE ARCHITECTURAL LAND USE AND ZONING TABLE OF CONTENTS 3. SITE DEVELOPMENT PLAN 1. PERSPECTIVE ARCHITECTURAL 2. LOCATION MAP 1. FIRST FLOOR PLAN 2. SECOND FLOOR PLAN A1 A3 A2 Works and Highways Department of Public BAGUIO CITY Republic of the Philippines 1: 750 MTRS. SITE DEVELOPMENT PLAN SCALE: DESIGN MARCOS HIGHWAY SUELLO VILLAGE CRYSTAL CAVE 1. FRONT ELEVATION 2. LEFT SIDE ELEVATION 3. REAR ELEVATION 3. RIGHT SIDE ELEVATION 1. LONGITUDINAL SECTION 2. CROSS SECTION OPEN BELOW UNIT 6 UNIT 10 UNIT 11 UNIT 2 UNIT 4 UNIT 3 PLANT BOX UNIT 1 UNIT 5 DN WATER TANKS FIRST FLOOR PLAN SANITARY LAYOUT VSTR WC KS C.O. FD FD FD FD FD FD FD FD FD FD FD FD SD KS KS KS KS SS KS KS KS KS KS KS KS LAV. LAV. SS SS WC WC WC WC WC WC WC WC WC WC WC C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. C.O. VSTR VSTR VSTR VSTR VSTR VSTR VSTR ST VSTR VSTR VSTR VSTR FD KS SECOND FLOOR PLAN SANITARY LAYOUT THIRD FLOOR PLAN SANITARY LAYOUT ROOF DECK FLOOR PLAN SANITARY LAYOUT SCALE : 1:100 M. SCALE : 1:100 M. SCALE : 1:100 M. UNIT 6 UNIT 10 UNIT 11 UNIT 2 UNIT 4 UNIT 3 UNIT 1 UNIT 5 DN WATER TANKS FIRST FLOOR PLAN WATER LAYOUT KS LAV. LAV. SS WC WC WC KS SECOND FLOOR PLAN WATER LAYOUT THIRD FLOOR PLAN WATER LAYOUT ROOF DECK FLOOR PLAN WATER LAYOUT SCALE : 1:100 M. SCALE : 1:100 M. SCALE : 1:100 M. SCALE : 1:100 M. WC WC WC WC WC KS KS KS KS KS SS WF WF WF WF WF WF SHO. SHO. SHO. SHO. SHO. WC WC WC WC KS KS KS KS WF WF WF WF WF SHO. SHO. SHO. SHO. WC WF WF SHO. SHO. WF WF WF WF WF WF SHO. KS KS WF SHO. SS UNIT 7 UNIT8 UNIT 9 WATER MAIN LINE SOURCE GV WM CV RISER RISER RISER RISER WATER TANKS WATER TANKS C.O. C.O. FLOOR CLEANOUT DETAIL 5 CAPPED \A1;450mm CAPPED \A1;350mm CHECK VALVE WATER METER TO FIXTURE FR. SUPPLY 20mmdCWL SCALE 13mmdCWL CWL TO SUPPLY TO NOT AIR CHAMBER DETAIL TO FIXTURE FR. SUPPLY PLUMBING DETAILS MANHOLE MANHOLE CHAMBER LEACHING OUTLET 0.30 0.10 DIGESTION CHAMBER 100 MM DIA. PVC INLET AND VENT PIPE 1. 2. 3. 1. PLUMBING NOTES MUNICIPALITY. ANY DISCREPANCY FOUND HEREIN. ALL PLUMBING WORKS INCLUDED HEREIN SHALL BE COORDINATE THE DRAWINGS WITH OTHER RELATED EXECUTED IN ACCORDANCE TO THE PROVISION OF THE PHILIPPINE PLUMBING CODE, THE NATIONAL BUILDING CODE AND THE RULES AND REGULATIONS OF THE LOCAL DRAWINGS AND SPECIFICATIONS, THE ENGINEER AND / OR THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ALL PIPES SHALL BE INSTALLED AS INDICATED , ANY 0.30 0.30 SCALE 5" THK CHB WITH 12MM DIA. REBARS SPACED 400MM O.C BW GATE VALVE AND VENT PIPE 100 MM DIA. PVC INLET SCALE TO 0.20 PEA GRAVEL NOT P1 4 0.40 MANHOLE TO 1.30 OUTLET 5 NOT 0.70 0.60 0.40 0.70 2.00 MANHOLE 3.00 12 MM TEMP BARS SPACES AT 150 MM OC BW 100 MM THK SLAB ON FILL WITH 1.70 DETAIL SECTION OF SEPTIC TANK DETAIL PLAN OF SEPTIC TANK CWL (FR. STREET MAIN) (VERIFY TAPPING POINT) 7 P1 REMARKS 1/2 - - 1/2 1/2 1/2 d d d d FLUSH TANK (in) VENT PIPE WASTE SOIL FIXTURE - 50 50 50 50 100 - 50 50 50 50 50 d d d d d d d d d d KITCHEN SINK LAVATORY SHOWER DRAIN SHOWER HEAD FLOOR DRAIN WATER CLOSET (mm) (mm) SYMBOL FD SD SHO. KS LAV. WC WATER PIPE MINIMUM PIPE CONNECTION 6. FIXTURE CONNECTION SIZE SCHEDULE P1 EQUIVALENT. ARTETE PIPE & FITTINGS SCHEDULE 40 "NELTEX" OR ANY APPROVED EQUIVALENT. 4. 5. 6. 7. 9. 8. 10. NOTES: DOWNSPOUTS COLD WATER LINE STORM DRAINAGE LINE SEWER LINE 2. MATERIAL SPECIFICATIONS THE CONTRACTOR. SPECIFIED. VERTICAL EXTENSION PIPE. RELOCATION REQUIRED FOR PROPER EXECUTION OF THE PLUMBING WORKS SHALL BE WITH PRIOR APPROVAL OF THE ENGINEER AND / OR THE ARCHITECT. PROPOSED SANITARY UTILITIES SHALL CONFORM TO THE ACTUAL LOCATION, DEPTH AND INVERT ELEVATIONS OF ALL EXISTING PIPES AND STRUCTURES AS VERIFIED BY ALL SLOPES FOR HORIZONTAL DRAINAGE SHALL MAINTAIN ONE PERCENT (0.005) MINIMUM UNLESS OTHERWISE WATER SUPPLY PIPE TO FIXTURE SHALL BE SIZED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL BRANCHES OF FIXTURE OR GROUP OF FIXTURES SHALL BE PROVIDED WITH AIR CHAMBER MADE OF CAPPED ALL WATER LINES SHALL BE HYDROSTATICALLY TESTED @ 100 PSI FOR A PERIOD OF TWO (2) HOURS BEFORE BURIED OR COVERED, GALVANIZED IRON (G.I.) PIPES DIRECTLY CONTACT WITH THE SOIL SHALL BE PROVIDED WITH THE JUTE CLOTH SOAKED IN MELTED ASPHALT. WITH TWO COATS OF MELTED ASPHALT AND WRAPPED THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES @ SITE AND COORDINATE THE WORK WITH THE SEWER AND STORM DRAINAGE LINE EFFLUENT DISPOSAL POINT ALL PIPE SIZES AND OTHER DIMENSIONS ARE IN MILLIMETER (mm) UNLESS OTHERWISE INDICATED. AND WATERLINE SERVICE CONNECTION TAPPING POINT. WATER CLOSET COLD WATER LINE FLOOR DRAIN SHOWER DRAIN KITCHEN SINK SOIL PIPE LAVATORY WC VENT STACK THRU ROOF CWL FD SD SNK SP LAV WATER METER GATE VALVE CHECK VALVE CLEANOUT CATCH BASIN DOWNSPOUT GATE VALVE 3. 2. VSTR WM CV CO CB DS GV WALL THICKNESS AND OTHER STRUCTURAL DETAILS. REFER TO ARCHITECT FOR WATERPROOFING SPECIFICATIONS. 3. PLUMBING ABBREVIATIONS PROVIDE PIPE SLEEVES, CLAMPS, AND SADDLES WHERE NECESSARY. 1. REFER TO STRUCTURAL ENGINEER FOR METAL REINFORCING BARS, SLABS, MANUFACTURED BY "NELTEX" OR ANY APPROVED EQUIVALENT. POLYVINYL CHLORIDE PIPES AND FITTINGS, SERIES 100 1000 FOR 50mmd MANUFACTURED BY "NELTEXT" OR ANY APPROVED INSIDE BUILDING SHALL BE PVC PIPES AND FITTINGS, SERIES CONCRETE CEMENT PIPES "T&G" FOR OUTSIDE BUILDING AND POLYVINYL CHLORIDE PIPES AND FITTINGS MANUFACTURED BY 1.50 1.80 4.00 WATER METER CONNECTION DETAIL ADD BRASS COVER FOR PVC CLEANOUT - 50 50 d d SLAP SINK SS GV WM CV GV WM CV 4" DIA. PVC SOIL PIPE C.O. 4" DIA. PVC SOIL PIPE 4" DIA. PVC SOIL PIPE 4" DIA. PVC SOIL PIPE TO STREET MAIN SEWER CB CB CB CB CB CB CB 5 8" DIA. RCP STORM DRAIN 3" DIA. MM DOWNSPOUT 8" DIA. RCP STORM DRAIN PLUMBING DETAIL CATCHBASIN DETAILS NOT 4 P1 12 MM DIA. HORR. & VERTICAL REINFORCEMENTS AS SHOWN SECTION TO SCALE PLAN CONC. MANHOLE 5 4- 40MM HOLES ON MANHOLE COVER \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' SCALE : 1:100 M. RISER RISER RISER GV CV GV GV CV CV FRONT ELEVATION SCALE 1:100 M \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' REAR ELEVATION SCALE 1:100 M \T2;1 \T2;2 \T2;2' \T2;2" \T2;3 \T2;4 \T2;4' \T2;5 \T2;6 LEFT SIDE ELEVATION SCALE 1:100 M \T2;A \T2;B \T2;B' \T2;C \T2;C' \T2;D \T2;E \T2;F \T2;G \T2;H \T2;I \T2;J LEFT SIDE ELEVATION SCALE 1:100 M \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' \T2;1 \T2;2 \T2;2' \T2;2" \T2;3 \T2;4 \T2;4' \T2;5 \T2;6 \T2;A \T2;B \T2;B' \T2;C \T2;C' \T2;D \T2;E \T2;F \T2;G \T2;H \T2;I \T2;J \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D GROUND FLOOR LINE NATURAL GRADE LINE SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 GROUND FLOOR LINE NATURAL GRADE LINE SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 GROUND FLOOR LINE NATURAL GRADE LINE SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 SECOND FLOOR LINE THIRD FLOOR LINE ROOF DECK FLOOR LINE 5 5 5 FRONT ELEVATION SCALE 1:100 M REAR ELEVATION SCALE 1:100 M LEFT SIDE ELEVATION SCALE 1:100 M LEFT SIDE ELEVATION SCALE 1:100 M M PB - POWER SERVICE ENTRANCE CAP - KILOWATT HOUR METER 1 S S 2 2 WS WP REF RA 3SW - 3-WAY SWITCH - REFRIGERATOR OUTLET - ONE-GANG SWITCH - TWO-GANG SWITCH - RECESSED PINLIGHT - TWO-GANG SWITCH - RANGE OUTLET - DUPLEX CONVENIENCE OUTLET - WATER PROOF DUPLEX CONVENIENCE OUTLET - CIRCULAR FLUORESCENT LAMP W/ COVER - 1-40 WATT FLUORESCENT COVE LIGHT FIXTURE - 1-40 WATT FLUORESCENT WALL LIGHT FIXTURE - PANEL BOARD 6. LEGENDS UNIT 7 UNIT 9 UNIT 8 T&B T&B T&B T&B UNIT 6 UNIT 10 UNIT 11 KITCHEN KITCHEN KITCHEN KITCHEN T&B T&B veranda & laundry KITCHEN OPEN BELOW OPEN BELOW OPEN BELOW 10 1 2 UNIT 2 UNIT 4 UNIT 3 OPEN T&B T&B T&B T&B UNIT 1 KITCHEN KITCHEN OPEN ABOVE OPEN ABOVE UNIT 5 OPEN ABOVE OPEN ABOVE T&B KITCHEN OPEN BELOW OPEN ABOVE PORCH MASTER BEDROOM WALK-IN CLOSET SHOE RACK PANTRY BALCONY VERANDA LIVING ROOM DINING KITCHEN GUESTROOM MAID'S ROOM BALCONY OPEN ABOVE OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN ABOVE BALCONY MAID'S ROOM GUESTROOM KITCHEN DINING LIVING ROOM VERANDA BALCONY PANTRY SHOE RACK WALK-IN CLOSET MASTERT BEDROOM PORCH OPEN ABOVE OPEN BELOW KITCHEN T&B OPEN ABOVE OPEN ABOVE UNIT 5 OPEN ABOVE OPEN ABOVE KITCHEN KITCHEN UNIT 1 T&B T&B T&B T&B OPEN UNIT 3 UNIT 4 UNIT 2 2 1 10 OPEN BELOW OPEN BELOW OPEN BELOW KITCHEN veranda & laundry T&B T&B KITCHEN KITCHEN KITCHEN KITCHEN UNIT 11 UNIT 10 UNIT 6 T&B T&B T&B T&B UNIT 8 UNIT 9 UNIT 7 DESIGN: OPEN OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW DECK AREA WATER TANKS DN OPEN KITCHEN S2 S1 S2 S3 S2 S1 S1 S1 S3 S3 S2 S2 S3 S1 S2 S2 S3 S3 S2 S1 S2 S2 S1 S1 S3 S2 S2 S2 S1 S1 S1 S2 S2 S1 S2 S2 S1 S1 S2 S3 S1 S1 S2 S1 S1 S1 S2 S2 PB 1 to 3rd floor to 2nd floor to roof deck to 3rd floor CKT 3 KITCHEN CKT 11 CKT 6 CKT 7 CKT 8 CKT 9 CKT 7 CKT 8 CKT 9 CKT 10 CKT 13 CKT 18 a a a a b b S2\H1.375x;, S\H0.7273x;3\H1.375x;a S2\H1.375x;, S\H0.7273x;3\H1.375x;a CKT 1 CKT 2 CKT 3 PB 3 PB 3 CKT 9 CKT 8 CKT 4 CKT 5 CKT 6 CKT 7 LIGHTING FIXTURES WATER HEATER CONVENIENCE OUTLET 18,200 TOTAL VOLTAGE 15 3.5 20 5.45 1200 220 1 220 1600 7.72 20 3.5 15 8 220 1200 5.45 15 2.0 15 12 220 1000 4.54 15 2.0 15 10 220 1200 5.45 15 2.0 15 12 220 1 15 8.0 40 36.36 8000 220 1 15 3.5 20 5.00 1100 220 1 15 3.5 20 5.00 1100 220 1 15 3.5 20 6.36 1400 220 7 WASHING MACHINE RANGE LIGHTING FIXTURES LIGHTING FIXTURES CONVENIENCE OUTLET spare spare 10 9 8 7 1 0 2 SIZE OF WIRE MM SIZE OF CONDUIT MM PROTECTION (AMP) I(AMP.) VOLTS NO. OF OUTLETS CKT. # PANEL BOX 6 1 2 3 4 5 PB 3 LOAD DESCRIPTION VOLTS/CKT. WATER HEATER 400 1.81 20 3.5 15 REFRIGERATOR SPARE 5. CIRCUIT DIAGRAM 6 14 mm² THW TYPICAL PANEL BOX DIAGRAM 1,6 &10 3 5 2 4 SPARE 75 A 1 SPARE 16 15 SPARE 75 A 14 mm² THW PANEL BOX DIAGRAM 12 9 10 1 7 3 5 2 8 4 6 2-30 mm\H0.8125x;² \H1.231x;THW 1-2 mm\H0.8125x;²\H1.231x; THW ( NEUTRAL ) IN 1\H0.8125x;½\H1.231x; DIA. RSC 14 mm² THW SERVICE FEEDER CONDUCTOR IN 3/4" DIA. PVC CONDUIT PIPE 220 V 1 0 60 Hz. M M M PB1 1-2 mm²\H1.231x; THW FOR NEUTRAL CONDUCTOR USED : 2-30 mm\H0.8125x;² \H1.231x;THW FOR MAIN ENTRANCE = 115.36 AMPS. X 45% 220 TOTAL I = 56,400 VA TABLE 2.20.3.3 PHIL. ELECT. CODE APPLYING DEMAND FACTOR : = 56,400 VA TOTAL LOAD = 17,400 + 20,800 + 18,200 PANEL BOX COMPUTATION GROUND FLOOR LIGHTING LAYOUT 1: 100 MTRS. SCALE: DESIGN DESIGN SCALE: 1: 100 MTRS. SECOND FLOOR LIGHTING LAYOUT wm CKT 10 OPEN DN WATER TANKS DECK AREA OPEN BELOW OPEN BELOW OPEN BELOW OPEN BELOW OPEN ROOF DECK PLAN DESIGN SCALE: 1: 100 MTRS. THIRD FLOOR LIGHTING LAYOUT ROOF DECK FLOOR LIGHTING LAYOUT 1: 100 MTRS. SCALE: DESIGN DESIGN SCALE: 1: 100 MTRS. GROUND FLOOR LIGHTING LAYOUT SECOND FLOOR LIGHTING LAYOUT 1: 100 MTRS. SCALE: DESIGN DESIGN SCALE: 1: 100 MTRS. ROOF DECK FLOOR LIGHTING LAYOUT THIRD FLOOR LIGHTING LAYOUT 1: 100 MTRS. SCALE: DESIGN 1. ELECTRICAL NOTES SHALL BE RIGID STEEL CONDUIT (RSC). THE ELECTRICAL UTILITY COMPANIES. 8. ALL MATERIALS TO BE USED SHALL BE NEW AND OF APPROVED TYPE FOR BOTH LOCATION AND INTENDED USE. 2. SERVICE VOLTAGE TO THE BUILDING SHALL BE 220 VOLTS, 60 HERTZ, SINGLE PHASE. RECEPTACLE OUTLETS SPECIAL PURPOSE OUTLETS RANGE OUTLET 11. OUTLET BOXES SHALL BE AS FOLLOWS: ELECTRICIAN. 2-1/8" DEEP, 2" X 4" UTILITY BOX 1 OR 2 RACEWAY ENTRIES 2-1/8" DEEP, 4" OCTAGONAL BOX 3 OR 4 WAY ENTRIES LIGHT OUTLETS 1-1/2" MDEEP, 4" OCTAGONAL BOX 1 OR 2 WAY ENTRIES 1-1/2" DEEP, 4" SQUARE BOX WITH 1-GANG RAISED PLASTIC COVER 2-1/8" DEEP, 4-11/16" SQUARE BOX WITH 1-GANG RAISED PLASTIC COVER DONE WITHOUT APPROVAL SHALL CAUSE THE RESPONSIBILITY OF THE DESIGNER TO CEASE AS A WHOLE. 1-1/2" DEEP, 4" SQUARE BOX WITH 1-GANG RAISED PLASTIC COVER FOR 3 OR 4 RACEWAY ENTRIES 10. ALL ELCTRICAL INSTALLATIONS SHALL BE UNDER THE DIRECT SUPERVISION OF A DULY LICENSED ELECTRICAL ENGINEER, OR A REGISTERED MASTER 9. FOR EACH SPARE CIRCUIT IN PANEL BOARD, PROVIDE EMPTY 3/4" DIA. RISER TERMINATING IN A 2-1/8" DEEP BY 4" OCTAGONAL BOX ABOVE CEILING. 7. ALL FLUORESCENT LAMPS SHALL BE PROVIDED WITH POLYESTER-FILLED PRE-HEAT, THERMALLY PROTECTED, HIGH-POWER BALLAST. 6. PULL BOXES OF APPROPRIATE SIZE SHALL BE PROVIDED, EVEN IF NOT INDICATED IN DRAWINGS TO ACCOMODATE THE NUMBER OF SPLICES OF WIRES. 5. MINIMUM WIRE AND CONDUIT SIZE SHALL BE N0. 12 AWG TYPE TW AND 1/2" DIAMETER PVC TRADE SIZE, RESPECTIVELY, UNLESS OTHERWISE SPECIFIED. 4. ALL INSTALLATION SHALL BE CONCEALED FROM VIEW, WIRING SHALL BE POLYVINYL CHLORIDE(PVC) PIPE SCHEDULE 40 EXCEPT POWER SERVICE WHICH 3. THE CONTRACTOR SHALL VERIFY AND ORIENT HIMSELF AS TO THE ACTUAL LOCATION OF TERMINAL POLE FOR CONNECTION TO THE POWER SUPPLY. AND WITH THE RULES AND REGULATIONS OF THE LOCAL AUTHORITIES CONCERNED IN ENFORCEMENT OF ELECTRICAL LAWS AND REGULATIONS OF 1. ALL ELECTRIC AL WORKS & INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE 12. NO REVISION IN THE DESIGN SHALL BE DONE WITHOUT THE PRIOR KNOWLEDGE OF THE DESIGNER AND THE OWNER. ANY SUCH REVISION DONE 3. LOAD SCHEDULE LOAD SCHEDULE 4. RISER DIAGRAM SPARE 6 14 mm² THW TYPICAL PANEL BOX DIAGRAM 2-5 & 7-11 3 5 2 4 SPARE 75 A 1 CKT 2 CKT 1 CKT 3 PB 2 CKT 2 CKT 1 CKT 14 CKT 13 CKT 14 CKT 12 CKT 15 CKT 16 CKT 12 CKT 17 CKT 11 PB 1 PB 2 CKT 6 CKT 4 CKT 15 CKT 10 CKT 5 CKT 5 CKT 4 15 3.5 20 WATER HEATER VOLTS/CKT. LOAD DESCRIPTION PB 1 5 4 3 2 1 6 PANEL BOX CKT. # NO. OF OUTLETS VOLTS I(AMP.) PROTECTION (AMP) SIZE OF CONDUIT MM SIZE OF WIRE MM 2 0 1 7 8 9 10 CONVENIENCE OUTLET LIGHTING FIXTURES LIGHTING FIXTURES 7 220 1400 6.36 20 3.5 15 1 220 1100 5.00 20 3.5 15 1 220 1100 5.00 20 3.5 15 1 220 15 1 220 9 15 2.0 15 4.09 900 220 10 15 2.0 15 4.54 1000 220 10 15 2.0 15 4.54 1000 220 8 15 3.5 20 7.72 1600 220 1 220 20 3.5 15 CONVENIENCE OUTLET WATER HEATER LIGHTING FIXTURES 220 1 15 3.5 20 220 1 15 3.5 20 220 1 5.45 20 3.5 15 RANGE 17 16 15 14 13 RANGE RANGE RANGE 11 12 RANGE 1 220 1200 20 3.5 15 1 220 20 3.5 15 18 20 3.5 WATER HEATER 1100 5.00 WATER HEATER 1100 5.00 WATER HEATER 1100 5.00 spare spare spare 1200 1200 1200 1200 5.45 5.45 5.45 5.45 TOTAL VOLTAGE 17,400 2. COMPUTATION 75 AMPS. MAIN BREAKER FOR PANEL USE : 14 mm² THW FOR SERVICE FEEDER CONDUCTOR I = 10,740/ 220 = 48.81 AMPS. NET. COMPUTED LOAD = 10,740 VA RANGE ( 6000 @ 80% DF) = 4800 VA REMAINDER 11,400 - 3000 @ 35% DF = 2940 VA FIRST 3000 VA @ 100% DF = 3000 VA COMPUTATION FOR PB 1 COMPUTATION FOR PB 2 FIRST 3000 VA @ 100% DF = 3000 VA REMAINDER 13,600 - 3000 @ 35% DF = 3710 VA RANGE ( 7200 @ 80% DF) = 5760 VA NET. COMPUTED LOAD = 12,470 VA I = 12,470/ 220 = 56.68 AMPS. USE : 14 mm² THW FOR SERVICE FEEDER CONDUCTOR 75 AMPS. MAIN BREAKER FOR PANEL 75 AMPS. MAIN BREAKER FOR PANEL USE : 14 mm² THW FOR SERVICE FEEDER CONDUCTOR I = 11,570/ 220 = 52.59 AMPS. NET. COMPUTED LOAD = 11,570 VA RANGE ( 8000 @ 80% DF) = 6400 VA REMAINDER 9,200 - 3000 @ 35% DF = 2170 VA FIRST 3000 VA @ 100% DF = 3000 VA COMPUTATION FOR PB 2 15 15 15 5.45 5.45 1200 1200 1200 3.5 20 5.45 1 220 20 3.5 1 220 20 3.5 1 220 RANGE RANGE RANGE WATER HEATER WATER HEATER CONVENIENCE OUTLET 15 3.5 20 VOLTS/CKT. LOAD DESCRIPTION PB 2 5 4 3 2 1 6 PANEL BOX CKT. # NO. OF OUTLETS VOLTS I(AMP.) PROTECTION (AMP) SIZE OF CONDUIT MM SIZE OF WIRE MM 2 0 1 7 8 9 10 CONVENIENCE OUTLET LIGHTING FIXTURES LIGHTING FIXTURES 6 220 1200 5.45 20 3.5 15 6 220 1200 5.45 20 3.5 15 1 220 1100 5.00 20 3.5 15 1 220 15 1 220 11 15 2.0 15 5.00 1100 220 12 15 2.0 15 5.45 1200 220 11 15 2.0 15 5.00 1100 220 6 15 3.5 20 5.45 1200 220 1 220 20 3.5 15 CONVENIENCE OUTLET WATER HEATER LIGHTING FIXTURES 220 1 15 3.5 20 220 1 15 3.5 20 220 1 5.45 20 3.5 15 RANGE 17 16 15 14 13 RANGE RANGE 11 12 1 220 1100 20 3.5 15 1 220 20 3.5 15 18 20 3.5 WATER HEATER 1100 5.00 WATER HEATER 1100 5.00 WATER HEATER 1100 5.00 1100 1200 1200 1200 5.45 5.45 5.00 5.00 TOTAL VOLTAGE 20,800 PB4 PB3 \T2;A \T2;B \T2;E \T2;F \T2;H \T2;I \T2;J \T2;G \T2;B' \T2;C \T2;C' \T2;D \T2;1 \T2;2 \T2;4 \T2;5 \T2;6 \T2;2' \T2;2" \T2;3 \T2;4' SCALE 1:100 M DESIGN DESIGN DESIGN DESIGN

Language	English
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Deck / Patio, Fireplace
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, details, dwelling unit, DWG, haus, house, Housing, logement, maison, plants, residên, residence, section, sections, unidade de moradia, views, villa, wohnung, wohnung einheit