Page 1 of 1

GENERAL INSTRUCTIONS: Analyze carefully the attached drawing plans prior to solving. Show your complete solution neatly

Posted: Sun Jul 10, 2022 11:44 am
by answerhappygod
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 1
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 1 (58.05 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 2
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 2 (52.92 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 3
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 3 (45.72 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 4
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 4 (62.36 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 5
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 5 (28.33 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 6
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 6 (29.22 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 7
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 7 (38.47 KiB) Viewed 49 times
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 8
General Instructions Analyze Carefully The Attached Drawing Plans Prior To Solving Show Your Complete Solution Neatly 8 (44.38 KiB) Viewed 49 times
GENERAL INSTRUCTIONS: Analyze carefully the attached drawing plans prior to solving. Show your complete solution neatly on your yellow paper with complete supporting diagram/illustration for full credit. NO CREDIT FOR ANSWERS WITH INCOMPLETE SOLUTION. Box the required answers on your yellow paper. Refer to the Construction Drawing Plans of the Proposed Two Storey Residential Building specifically the perimeter fence plans: 1. MASONRY WORKS (60 pts) 1. Total area of masonry wall of the perimeter fence. (m²) 2. Total number of CHB 4" needed for the entire masonry walls of the perimeter fence. (pcs) 3. Total quantities of cement and sand for CHB mortar Class B mixture. (bogs for cement and m³ for sand) 4. Total quantities of cement and sand for 16-mm thk, wall plastering both sides Class 8 mixture. Add 50% to the volume of sand for the screening of the fine sand. (bags for cement and m³ for sand) 5. Total number of lengths of steel reinforcement for the masonry wall. Consider 6-m commercial length of rebars. (le) 6. Total mass of the rebars to use for masonry wall of the perimeter fence (kgs.). 11. FORM WORKS AND SCAFFOLDINGS (20 pts) For the forms, use %2" x 4' x 8' Marine Plywood as forms and 2" x 2" Wood as form frames. For the scaffoldings, use 2" x 2" Wood as vertical supports and horizontal supports for columns. 1. Total sheets of phenolic board for C3 of the perimeter fence. Consider to use the forms only once. (sheet) 2. Total board foot of wood frame for C3 of the perimeter fence. (bd.ft.) 3. Total board foot of wood scaffoldings for RB-01 and RB-02 C3 of the perimeter fence. (bd. ft.) III. PAINTING WORKS - Perimeter Fence (20 pts) Coverage data of the ff.: Concrete Neutralizer -- 40 m² per gallon Skim Coat-- 10 m² every 2mm application thick per bag Flat Latex White Paint -- 25 m² per gallon Top coat Semi-gloss Latex Paint - 20 m² per gallon 1. Total gallons of concrete neutralizer applied once on masonry walls. (gols) 2. Total bags of skim coat for masonry walls applying 2-mm thk of render on the entire masonry walls. (bags) 3. Total gallons of flat latex paint for masonry walls applying 1 coat only. (gals) 4. Total gallons of top coat semi-gloss latex paint for masonry walls applying 2 coats only. (gals)
3.83M +1.14M 1.20M 0.91M PLAN trocot 2.00M 4020 LL WE SECTION NGL -3.50M -0.35M- 1,20M 9-12MMO MATT, BARS BOTHWAYS 16A VERTICAL BARS WH MASTRUPS SPACED AT 3000M REST 8-16MMO VERT BARS WITH LOMMO STIRRUPS SPACED AT 30.05M REST 0.15M EARTH 20M X 0.40M FOOTING THE BEAM FENCE FOUNDATION PLAN SCALE 100MTS BARS ISMOC FUND C1/F1 DETAILED SECTION SCALE 1301 3.50M 14.00M 1.45M PLAN 1.00M 0:20M 40.204 1.2M SECTION 2.64M NGL 1.00M +0.30M-+ 6-12MM MATT, BARS BOTHWAYS 16MM VERTICAL BAR WITH TOMMSTRUPS SPACED AT 300M 110 SCALE 130MITS 8-16MMO VERT BARS WITH 10MMO STIRRUPS SPACED AT 30.05M; REST 0.15M EARTH 2.83M HOUND BARS STRUPS 1500 ST@MOC C2/F2 DETAILED SECTION
3.35M 158M PLAN 0.80 M +00:04 DISM++ OTOM 0955 0.80 M +0.30M+ 4-16MM MATT, BARS SECTION BOTHWAYS NGL VERTICAL BAR WITH O STRUPS SPACED AT 3000M 11 SCALE MTS 4-16MM VERT BARS WITH 10MMO STIRRUPS SPACED AT30.05M REST 0.15M HAMMAD VERTBARS S MOC C3/F3 DETAILED SECTION 1.53 0.00M OBOM 3.35 3.05 3-12MM2 LONGITUDINAL BARS w/12MM2 TRANSVERE BARS 0.80 M.O.C. PLAN 0.70M SECTION 0.10M CHB 12MM VERT & HOR BARS @EVERY 080M MOC & EVERY 3 LAYERS OF CHB REST 010M CH 1.53 GATE DETAIL SCALE OMS WALL FOOTING DSCALES
+0.20M ILS +0.20M+ +0.15* +++0.15 0.40M +0.35M 0.40M 0.35M- 0.30M +0.25M- 0.30M +0.25M SUPPORT +0.20M +0.15 MIDSPAN +0.20M+ ++0.15+ SUPPORT MIDSPAN +0.20M+ +0.20M+ +0.15+ +0.15+ SUPPORT +0.20M+ +0.15+ MIDSPAN +0.20M+ +0.15+ SUPPORT MIDSPAN BEAM MARK: DIMENSION (WIDTH x DEPTH: SIZE OF REINFORCEMENT: AT SUPPORT: 4-16MMO CONT. TOP BARS: 2-16MMO BOT. BARS AT MID SPAN: 2-16MMO CONT. TOP BARS: 4-16MMO BOT. BARS STIRRUPS: 10MM-6 0.05. 0.10, AND REST @ 0.15M OC BEAM MARK: DIMENSION (WIDTH x DEPTH: SIZE OF REINFORCEMENT: FOOTING THE BEAM 0.20 x 0.40 M BEAM MARK: DIMENSION (WIDTH x DEPTH): SIZE OF REINFORCEMENT: AT SUPPORT: 6-16MMO CONT. TOP BARS: 3-16MMO BOT. BA AT MID SPAN: 3-16MMO CONT. TOP BARS: 6-16MMO BOT. BARS STIRRUPS: 10MMØ-6 @ 0.05. 0.10, AND REST @ 0.15M OC FLOOR BEAM-1 0.20 x 0.40 M BEAM MARK: DIMENSION (WIDTH x DEPTH]: SIZE OF REINFORCEMENT: LINTEL BEAM 2 0.20 x 0.30 M AT SUPPORT: 3-16MMO CONT. TOP BARS: 2-16MMØ BOT. BARS AT MID SPAN: 2-16MMO CONT. TOP BARS: 3-16MMO BOT. BARS STIRRUPS: 10MM2-6 @ 0.05. 0.10. AND REST @ 0.15M OC ROOF BEAM-1 0.20 x 0.30 M BOT. BARS AT SUPPORT: 3-16MMO CONT. TOP BARS: 2-16MM AT MID SPAN: 2-16MM CONT. TOP BARS: 3-16MM BOT. BARS STIRRUPS: 10MM-6 @ 0.05. 0.10, AND REST @ 0.15M OC BEAM DETAILS ela 148
150x300 150 300 POST- P 4 DETAIL SCALE 1/1 HELO SECTION SOLE 1:10 - WELOKES -450M WT POST LONG THREAD PLATE 10000 PAK! HOLES FOR CHAN 2002 TH PLAT -15ETPLAT PLATE WITH HOLE FOR ORKIN COMPOST - THE PLATE WELDED TO CASE FRAME THE TOTUON WHER DETAIL SCALE 110 SECTION B -D DAP WELDO 20 TK FLAT -150 STEEL FROME (TP) PLATE WICH SA OPENING MEDED TO DR. PLAT FORNO LOOK DUTER OF FINE MODE OF FENCE
150 x 300 POST D 150 x 300 POST 4 118 DETAIL SCALE 1 QO SECTION SCALE 1:10 -420100LONG THREADED BOD WELDED TO BOTTON PLATE WWWT. POST AT FRE 1000x10 PLATE WITH HOLES FOR SUCE SARAND FOR OWN LINK 850005 34 PA -18 GUSSET PLA K PLATE WHOLE FOR - W POST GATE FRAME -50025 THE PLATE WELDED TO GATE FRAME LOCATION THE TEFLON WASHER W POST GA DETAIL SOAL 1 SECTION SCALE 1/1 M. PAT -B PAE GBS XING SLEE 3. PAT () FFICE [ OF FEIXE
- 1 se to REV THE PLACE WEDNO GATE FIX PON WHIL HOL VORTICAL PLAT LINTEL BEAM INSTALLATION DETAILS SCALE: 1-SOMTS 400 SELL TAK 1050 CONCRETA BATALOG OPPF 2000 DETAIL SCALE 1:00 -SPEEL HAAGER PECE 2 -SEELHANGER PECE DOP NOT RETURES # TURECASTINERETE 330 -200 DEP CONCE O CONCRET HHL SECTION SORE 1:10 RAT SE CONCES OPEN SON OF GAR 2250 P CONCRETE FOOTING
-1.53- FRONT ELEVATION REAR ELEVATION 1.53- 450 RIGHTELEVATION LEFT ELEVATION WOOD TEXTURE E ZATTRIARH Hier die Wel PLASTER FINDH 1.45