CHILDREN CHILDREN PLAY AREA REST AREA EXAMINATION SPACE PRIVATE MEDICAL CHECK-UP IOM IMPLEMENTATION PARTNER IMPLEMENTATION PARTNER OFFICE 02
|
|
- Berniece Garrett
- 6 years ago
- Views:
Transcription
1 SPublisherVersion ST NO. SS RO PRKIN PRKIN isarmament, emobilization and Reintegration (R) MTRIL STOR -0 dministration MTRIL STOR -0 VOTIONL implementation partner: LIRRY OMPUTR ONSULTNT MTRIL STOR -0 VOTIONL USSINSS SKILLS & LITRY 9 client: WORKSOP ILRN PLY R 8 details OP. Q. STOR ILRN PLY R 7 LINT & PRTNRS INNIN RST R Septic Tank PRIVT XMINTION SP MIL K-UP Security Towers no. IMPLMNTTION PRTNR OI 0 IMPLMNTTION PRTNR OI 0 OI 0 Washrooms RVISIONS KITN OI 0 Prayer Room NRTOR Security Room & enerator Room Water Tower all PROJT TILS SURITY all LN 0 aidao Site entre Site Plan.K. :0-0
2 SPublisherVersion ST NO. IMPLMNTTION PRTNR OI 0 IMPLMNTTION PRTNR OI 0 client: MTRIL STOR -0 PRKIN isarmament, emobilization and Reintegration (R) MTRIL STOR -0 VOTIONL implementation partner: 7,00 LIRRY OMPUTR dministration LINT & PRTNRS WORKSOP ILRN PLY R 7,070 ONSULTNT MTRIL STOR -0 VOTIONL USSINSS SKILLS & LITRY 0 details ILRN PLY R OP. Q. STOR RST R Septic Tank PRIVT XMINTION SP MIL K-UP 7, 7,80 0,0,00, 9 no. INNIN OI 0 Security Towers 8 RVISIONS KITN OI 0 Washrooms Water Tower Prayer Room 00 9, 7,00 all Security Room & enerator Room all LN PROJT TILS SS RO 9, NRTOR,0,000 SURITY PRKIN,800,80,80,90,890,70 0 aidao Site entre,00 Set Out Plan.K. :0-0
3 SURITY NRTOR KITN ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT OI 0 IMPLMNTTION PRTNR OI 0 IMPLMNTTION PRTNR OI 0 OI 0 INNIN MIL K-UP PRIVT XMINTION SP RST R OP. Q. STOR ILRN PLY R dministration WORKSOP ILRN PLY R LIRRY OMPUTR MTRIL STOR -0 VOTIONL MTRIL STOR -0 isarmament, emobilization and Reintegration (R) VOTIONL MTRIL STOR -0 USSINSS SKILLS & LITRY PRKIN PRKIN aidao Site entre SS RO Open Site Layout.K. :0-0 SPublisherVersion
4 ,,00 7,0,700,00,700,000 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT, dministration S-0,0,0, isarmament, emobilization and Reintegration (R),90,00,,00 URINL,,00,00,700,00,700,000-0,,00,80,000,700,80,000-0,000,000,800,0,,0,80,00, 00,8,0, I J,70,77,800,700,700,800,, 8,800 7,00,,70,700,0,00,00,00,,,700 8,,00,00 OI 0 OI 0 RST R 7 IMPLMNTTION PRTNR OI 0 IMPLMNTTION PRTNR OI 0 NTS,000 LIS,00,00 0,,00,800,00,00,00,7 MIL K-UP PRIVT XMINTION SP ILRN PLY R ILRN PLY R Proposed new masonry hollow blocks walls; 00mm thick xisting non-load bearing walls to be demolished up to a height of 000mm above finished floor level xisting Structural olumns OUTOOR OVR PLY R S-0 8,00, ,000, ,700,00,00,00,00,00, 8,80,70,77,800,700,700,800,, 8,800 7,00 LL : LOOR PLN -0 I J,70,77,800,700,700,800,, 8,800 7,800 LL LL 7 8 LL : ROO PLN LL LL aidao Site entre all Plan & Roof.K. :0-0 SPublisherVersion
5 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT,00,00, dministration isarmament, emobilization and Reintegration (R) I,000.L. eiling Level blocks ase.. Level,000,000,7,77,800,99,700,800,, 8,99 J LL : LVTION -0 xisting wall to be demolished up to 000mm above finished floor level plastered and painted to approval xisting Roof trusses in good condition; roofing material to be replaced with 8 gauge box profile prepainted.i. sheets.l. eiling Level blocks ase.. Level,000,000,000,00 LL : LVTION ,,000,700,00,700,00,,00 xisting wall not in good condition; all existing cracks to be repaired, chipped off paint and debri to be scrapped off. pply approoved paints to architect's approval Install precast concrete blocks above all external windows to match the width of the windows and 00mm in height at 000mm above finished floor level emolish and reconstruct the existing entry porches with no. 00mm wide ogee centred openings as per the drawings. Replace existing delapidated windows with approved matching size casement windows with ventilation louvre transoms to fabricator's details and architect's approval New 00mm thick Masonry ollow block wall with proper reinforcement as per engineer's specifications.l. eiling Level blocks ase.. Level,000,000,000 xisting wall to be demolished up to 000mm above finished floor level plastered and painted to approval 8 7,00,000,,700,00,700, LL : LVTION -0 xisting Roof trusses in good condition; roofing material to be replaced with 8 gauge box profile prepainted.i. sheets J I eiling Level blocks ase,000,000,000 aidao Site entre.l... Level LL : LVTION -0 8,99,,,800,700,99,800,77,7 all levations.k. :00-0 SPublisherVersion
6 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration isarmament, emobilization and Reintegration (R) xisting Roof trusses in good condition; roofing material to be replaced with 8 gauge box profile prepainted.i. sheets 7 8 acoustic panels ceiling at 000mm above finished floor level to be installed and aligned to architect's approval. eiling Level blocks ase 00mm (W) x 00mm () Steel double swing door with 00mm ventilation louvre transom to fabricator's details painted to approval emolish and reconstruct the existing entry porches with no. 00mm wide ogee centred openings as per the drawings..l... Level xisting foundation in good condition to support the rehabilitated building. LL : STION S-0,,000,700,00,700,00, New internal casement windows 00mm x 00mm with ventilation louvre transoms to fabricator's details and architect's approval New internal casement windows 00mm x 00mm with ventilation louvre transoms to fabricator's details and architect's approval New 000mm () and 00mm thick Masonry ollow block wall with proper reinforcement as per engineer's specifications Some of the existing columns have cracks and minor defects, these to be repaired to structural engineer's approval xisting wall to be demolished up to 000mm above finished floor level plastered and painted to approval xisting Roof trusses in good condition; roofing material to be replaced with 8 gauge box profile prepainted.i. sheets I J eiling Level blocks ase.l... Level,7,77,800,99,700,800,, 8,99 LL : STION S-0 aidao Site entre all Sections.K. :00-0 SPublisherVersion
7 LL ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration S-0 isarmament, emobilization and Reintegration (R) -0,80,00,,0,8,0,00,0,00,00,9,7,70,0,000,,,000,00,,0,8,0, ,00,00 8,00,0,000,7,0,0,000,00,70 8,90,80 8, ,700,00,00,00,00,0,8,0,00,00,800,00,00,800,00,00,00,00,00,00,,00,0 I J K L M N WORKSOP OMPUTR VOTIONL VOTIONL KITN INNIN,0,80 9,8,8 7,9 7,80 9,,7,90 7,08,7 7,9,0,8 USSINSS SKILLS & LITRY S-0 OP. Q. STOR xisting non-load bearing walls to be demolished LIRRY xisting non-load bearing wall to be demolished MTRIL STOR -0 MTRIL STOR -0 MTRIL STOR -0 Proposed new masonry hollow blocks walls; 00mm thick,00,0,80,00,00,00,00,00,00,,00,00,700,00,00,00,00,00,00,,00,00,00,00,00,0,00 8,00,0,000,7,0,0,000,00,70 8,90,80 8,00 7,00 LL : LOOR PLN -0 I J K L M N LL LL LL LL LL LL aidao Site entre LL : ROO PLN all Plan & Roof.K. :0-07 SPublisherVersion
8 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration isarmament, emobilization and Reintegration (R) I J K L M N oof Level,000 uspended ling Level ocks ase.. Level,000,000,00 8,0,,997,7,0,,000,00,70 8,90,8 8,00 LL : LVTION -0 xisting Roof and trusses are in good condition, suspended acoustic ceiling to be installed at 000mm above finished floor level. xisting Roof and trusses are in good condition, suspended acoustic ceiling to be installed at 000mm above finished floor level..l. eiling Level blocks ase.. Level,000,000,000 LL : LVTION -0,0,8,0,,00 xisting wall structurally sound but not in good condition aesthetically; all existing cracks to be repaired, chipped off paint and debri to be scrapped off. pply approoved paints to architect's approval Install precast concrete blocks above all external windows to match the width of the windows and 00mm in height at 000mm above finished floor level Replace existing delapidated windows with approved matching size casement windows with ventilation louvre transoms to fabricator's details and architect's approval New 000mm () 00mm thick Masonry ollow block walls for new kitchen with proper reinforcement as per engineer's specifications xisting wall structurally sound but not in good condition aesthetically; all existing cracks to be repaired, chipped off paint and debri to be scrapped off. pply approoved paints to architect's approval Replace existing delapidated windows with approved matching size casement windows with ventilation louvre transoms to fabricator's details and architect's approval.l. eiling Level blocks ase.. Level,000,000,000,00,,0,8,0 LL : LVTION -0 N M L K J I of Level spended ng Level ntilation ks ase.. Level,000,000,000 8,00,8 8,90,70,00,000,,0,7,997, 8,0,00 LL : LVTION -0 aidao Site entre all levations.k. :00-08 SPublisherVersion
9 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration isarmament, emobilization and Reintegration (R) ,0,8,0,,00 I J K L M N,00 8,0,,997,7,0,,000,00,70 8,90,8 8,00 aidao Site entre all Sections.K. :00-09 SPublisherVersion
10 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration isarmament, emobilization and Reintegration (R) -0 7,0,0,0,700,0,800,000,000,00,000,90,800,000,700,00,0,0,700,0 7,0-0 00,00,00, ,00,,00,007,007,7,7,7,00,00,00,,0,0,700,000,00,000,000,000,99,000,000,800 00,,00 9,00-0,,00,700,0,0,700,0,0 aidao Site entre Mosque etails.k. :00-0 SPublisherVersion
11 -0 0,0,700,00,700,,00,700,700,00,7,000 0,000,00,00,00,00,00,00,00,00,700,00,700,,00,700,700,00,7 0,0-0 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration,000,000,00 7,00,000,0,00,00,00,0,00,00,000,00 isarmament, emobilization and Reintegration (R) 700,,00,00,000,00 7,00,000-0,00,00-0, ,,70,00,00,00,07,,70 SURITY,000,00 7,00,000,70,00,00,00,07 NRTOR,000 7,00,00,000,07,00,00,00,70, ,000 00, ,77,70,00,00,00, ,00,0,90 00, ,00 00,00 00, , ,00 00,00 00,00 00,00,00,00,00, ,7,00,700,700,00,,700,00,700,90, ,90,0 aidao Site entre Washrooms & Security lock.k. :00,0,90,00-0,700,00,700,,00,700,700,00,7,0,90 - SPublisherVersion
12 ST NO. PROJT TILS RVISIONS LINT & PRTNRS ONSULTNT dministration O.S,0.O.S,0,00,00 isarmament, emobilization and Reintegration (R),000, ,00,00 Steel circular stairs T=0, R= 0,00,000,00, ,000 00mm thick R. slab to security tower roofing 00mm thick R. slab to security tower roofing 00mm high R. walling X,000 Security tower X,000 0mm thick R. slab 00x00mm R. support columns,00,00,000,00 Steel circular stairs to S. details T= 0, R =0 00mm renade catchers 00mm high R. walling 00x00mm R. support columns 0 LOOR PLN STION X-X epth to determined on site R.. stricp footing with 0mm thick block foundation wallingto S. details LVTION 0 LVTION 0 00 litres plastic water tank 00mm high steel guard rails xx0 N 00--SJR steel plattform Steel circular stairs to S. details T= 0, R =0 LVTION 0 LVTION 0 0x0x angle horizontal brace SPublisherVersion L 0x0x Rhs bolted to the concrete footing,000,000,00 STION Y-Y steel water support structure,0x flat bar steel water support structure,0x0x angle RS 000x000x00mm Mpa concrete footing Y Y,00 00 litres plastic water tank Steel ladder with mm plates LVT WTR TNK PLN 000x000x00mm Mpa concrete footing,80 LVT WTR TNK OUNTION PLN aidao Site entre Security & Water Towers.K. :--- -
ARCHITECTURAL DRAWINGS
PROJECT DETAILS Implementation Partner: Project title: Grant No.: KIS062 Content : ARCHITECTURAL DRAWINGS SHEET NO. REHABILITATION OF GRANT NO.: - KIS062 COVER SHEET INDEX SHEET CONTENTS 01 02 03 04 05
More informationREHABILITATION OF DOLOW ORIENTATION CENTRE
REHABILITATION OF DOLOW ORIENTATION CENTRE Reintegration and Durable Solutions Sheet No. Content G-01 Index Sheet A-01 A-02 A-03 A-04 A-05 A-06 A-07 A-08 3D-01 3D-02 3D-03 3D-04 3D-05 Existing Site Plan
More informationREHABILITATION OF DOLOW ADMINISTRATION AND COMMUNITY CENTRE
REHABILITATION OF DOLOW ADMINISTRATION AND COMMUNITY CENTRE Reintegration and Durable Solutions Sheet No. Content G-01 Index Sheet A-01 A-02 A-03 A-04 A-05 A-06 A-07 A-08 A-09 A-10 3D-01 3D-02 3D-03 3D-04
More informationSomali Stabilization Initiative (SSI)
PROJECT DETAILS IOM Implementation : Partner: Somali Stabilization Initiative (SSI) SHEET NO. A-0 A-02 A-03 A-04 A-05 A-06 A-07 A-08 A-09 E-0 CONTENT GPS Coordinates Site Plan Set Out Plan School Details
More informationGAUTENG DEPARTMENT OF INFRUSTRUCTURE DEVELOPMENT
GAUTENG DEPARTMENT OF INFRUSTRUCTURE DEVELOPMENT BUILDING ASSESSMENT REPORT STRUCTURAL FOR CUSTOMS HOUSE JULY 2014 i P a g e Table of Contents 1. INTRODUCTION 3 1.1 Design Criteria and Specifications..
More informationPROJECT: PROPOSED SCHOOL - AWDINLE - IMPLEMENTED BY: SOMALI STABILIZATION INITIATIVES CLIENT. AWDINLE SCHOOL
PROJECT: PROPOED CHOOL - AWDINLE - IMPLEMENTED BY: CLIENT. OMALI TABILIZATION INITIATIVE AWDINLE CHOOL PROPOED AWDINLE CHOOL : DRAWING INDEX HEET N O 01. 01/24 02. 02/24 03. 03/24 04. 04/24 05. 05/24 06.
More informationSECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.
SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Supplied
More informationNATIONAL CERTIFICATE (VOCATIONAL) MASONRY NQF LEVEL 2 NOVEMBER 2009
NTIONL ERTIFITE (VOTIONL) MSONRY NQF LEVEL 2 NOVEMER 2009 (12020152) 12 November (X-Paper) 09:00 12:00 This question paper consists of 6 pages. (12020152) -2- N1510(E)(N12)V TIME: 3 HOURS MRKS: 100 INSTRUTIONS
More information4A Yarn Dyeing Ltd. Kaichabari, Savar, Dhaka-1340, Bangladesh ( , ) 25 March 2014
4A Yarn Dyeing Ltd. Kaichabari, Savar, Dhaka-1340, Bangladesh (23.945831, 90.261923) 25 March 2014 1 2 Observations 3 Highly stressed columns Outline calculations indicate that the working stresses of
More informationSection : 100 TRESHOLD STAIRS DEPARTMENT NGL HALLWAY TOWARDS MUSEUM FFL DISABLED WC FEMALE WC MALE WC FFL 95.
Section 3-3 1 : 100 TRESHOLD STAIRS DEPARTMENT NGL 100.000 FEMALE WC DISABLED WC MALE WC HALLWAY TOWARDS MUSEUM FFL 98.100 FFL 95.400 GROUND WATER COLLECTIONAND PUMP ROOM LOWER DOORS TO AUDITORIUM LOWER
More informationTHE SPENCER RESIDENCE J&S ARCHITECT
THE SPENCER RESIDENCE J&S ARCHITECT 75 POURED CONCRETE FOUNDATION WALL (0MPa) 97.94 50Ø WEEPER TILE C/W SOCK W/MIN. 50 GRANULAR COVER F.D. E.P.B. F.D. 00 POURED CONCRETE FOUNDATION WALL (0MPa) 475 X 00
More information2003 International Residential Building Code
2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less
More informationSITE ANALYSIS, DESIGN BRIEF AND CASE STUDY
Page 1 of 13 UNIVERSITY OF NAIROBI SCHOOL OF THE BUILT ENVIRONMENT PORTFOLIO PROPOSED HOTEL IN WESTLANDS SITE ANALYSIS, DESIGN BRIEF AND CASE STUDY Prepared by: OGEGA DOUGLAS OKIOMA BACHELOR OF CONSTRUCTION
More information1. Remove worn-out old plaster (or any other finishing).
Annexure A SCOPE OF WORK The work should be implemented by contractor under the supervision of Norwegian Refugee Co BoQ s and below instructions. NRC reserves the right to provide further clarifications/drawings
More informationSUBJECT: NEW 2000 INTERNATIONAL RESIDENTIAL CODE (IRC) DATE:
IRC CODE UPDATES TO: RESIDENTIAL BUILDING CONTRACTORS FROM: GARY STABER, BUILDING OFFICIAL SUBJECT: NEW 2000 INTERNATIONAL RESIDENTIAL CODE (IRC) DATE: 6/1/2003 INTERNATIONAL RESIDENTIAL CODE (IRC) APPLICABILITY:
More informationCALIFORNIA BUILDING PLANS EXAMINER CONTENT OUTLINE 01. GENERAL ADMINISTRATION 3 % Project Administration 3%
CALIFORNIA BUILDING PLANS EXAMINER CONTENT OUTLINE EXAM ID: I6 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 3 % 0101. Project Administration 3% Verify that plans,
More informationNew Raised Courtyard Terrace Pavers and Retaining Walls. Line of Steps Above. New Wood Framed Stair
Building Program Wall Construction to Remain Religious Education New Wall Construction New Furring on Wall Construction, See Partition Types, Community Room New Galvanized Steel Window Well Patch Wall
More informationSDCS-02 CONSTRUCTION STANDARD FOR
الشركة السعودية للكهرباء DATE: November 2016 CONSTRUCTION STANDARD FOR UNDERGROUND DISTRIBUTION NETWORK This specification is property of SEC and subject to change or modification without any notice الشركة
More informationPROJECT: PROPOSED MIGRANTS RESOURCE CENTER - MOGADISHU - IMPLEMENTED BY: CLIENT.
PROJECT: PROPOSED MIGRANTS RESOURCE CENTER IMPLEMENTED BY: CLIENT. MIGRANTS RESOURCE CENTER RESOURCE CENTER IOM : FEBRUARY 2018 DRAWING INDEX SHEET N O 01. 01/24 02. 02/24 03. 03/24 04. 04/24 05. 05/24
More informationGMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh ( , ) 22 March 2014
GMS Composite Ltd. Shardagonj, Kashimpur,Gazipur,Bangladesh (23.968661, 90.296963) 22 March 2014 1 2 Observations 3 Highly stressed columns Cursory calculations indicate that the working stresses of columns
More informationK.L. Fashion Ltd. (10982) 75/1, Master Bari, Tongi, Gazipur ( N, E) 01.July.2014
K.L. Fashion Ltd. (10982) 75/1, Master Bari, Tongi, Gazipur (+23.903394N, +90.369739E) 01.July.2014 Identified Priority 1 Concerns None Identified Priority 2 Concerns The building does not contain any
More informationCarpentry/Carpenter CIP Task Grid
Secondary Task List 100 SAFETY/OCCUPATIONAL ORIENTATION 101 Identify and follow all basic safety practices and procedures. 102 Identify and follow all lab safety practices and procedures. 103 Identify
More informationSECTION NON-STRUCTURAL METAL FRAMING
SECTION 09 22 16 PART 1 - GENERAL 1.1 DESCRIPTION A. This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories
More informationThe Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee
The Structural Redesign of Boyds Bear Country and its Related Systems Included in this Presentation: Background and Existing System Proposal Problem / Solution Structural System Redesigns Pre-cast Concrete
More informationChapter 4 Test. Directions: Write the correct letter on the blank before each question.
Chapter 4 Test Name: Date: Directions: Write the correct letter on the blank before each question. Objective 1: Describe the impact of fire on common building materials. 1. Which of the following is the
More informationPreliminary Inspection Plan Certification On Site Inspection. Ancillary Design... Ancillary Construction Inspecti... Testing Requirement
1 Commencement Setting Out Ground Location of existing below ground service Ground Location of site gas CSD Ground Location of site water mains CSD Ground Location of below ground drainage FFA Ground Location
More informationPreliminary Inspection Plan Certification On Site Inspection. Ancillary Design... Ancillary Construction Inspecti... Testing Requirement
1 Commencement Setting Out Ground Location of existing below ground service Ground Location of site gas CSD Ground Location of site water mains CSD Ground Location of below ground drainage FFA Ground Location
More informationmodular scaffolding R+
modular scaffolding R+ 1. Stand 6. Transverse U-transom Stand is the main element of modular scaffolding. Made of 48.2x3.2 mm steel pipe. Every 0,5m on the whole stand length are installed steel plates
More informationBuilding Systems and Design Elements included in SliDeRulE
Building Systems and Design Elements included in SliDeRulE No. System Subsystem Design Element 1.1.1 Foundation Deep Foundation Steel H-pile 1.1.2 Foundation Deep Foundation Steel pipe pile 1.1.3 Foundation
More informationEast Lyme Middle School EAST LYME MIDDLE SCHOOL
Description: N EAST LYME MIDDLE SCHOOL The school consists of a multi story building with lower, main and upper level floors. The typical floor framing for the main and upper levels is wide flange steel
More informationCALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1%
CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE EXAM ID: I1 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 6% 0101. Project Administration 1% Verify that
More informationNorth Bay Courthouse Seismic Structural Retrofit with Precast Concrete Shear Walls
North Bay Courthouse Seismic Structural Retrofit with Precast Concrete Shear Walls Tim Van Zwol, M.Sc., P.Eng. Regional Manager / Associate RJC Engineers Outline Introduction Condition Survey Assessment
More informationEMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire
EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire Additional Instructions and Clarifications 1. Please review ARC 4496 before beginning the project identification
More informationNOTICE TO BIDDERS. TO: All Bidders FROM: Alvin Kumar DATE: 20 th July 2017 DESIGNATION: Deputy Manager Project
NOTICE TO BIDDERS TO: All Bidders FROM: Alvin Kumar : 20 th July 2017 DESIGNATION: Deputy Manager Project Proposed New Changing Room and Waoom Facility at Nasinu Campus LOCATION: LOCATION: FNU Nasinu Campus
More informationMain Floor Plan Scale: 1/8"=1'-0"
16'-0" 1 6'-6" 1 36'-0" Future Deck 10'-6" 4'-11" 4'-11" 10'-6" 36'-0" Future Deck 1 6'-6" 1 16'-0" 6068 3030 3030 6068 1 20'-9 1/2" 20'-9 1/2" 1 D/W D/W 26'-4" 24'-8" 2'-0" '-4" '-4" '- 1/2" 20'-10 1/2"
More informationStrengthening or Retrofitting
Post-earthquake School Reconstruction Project Workshop on Earthquake Resilient Design for School Buildings Day-2 Session 4 Strengthening or Retrofitting Chandani Chandra Neupane Various Terms used with
More informationWCU ALUMNI TOWER MASONRY & ENVELOPE REPAIRS
SCO #: 8-8-0 TABLE OF CONTE COV DESCRIPTION COVER SHEET ALUMNI TOWER ELEVATIONS & PLAN VIEWS REPAIR DETAILS - M TO REPAIR DETAILS - TO M0 & C TO REPAIR DETAILS - A & F TO F VICINITY MAP ALUMNI TOWER ALUMNI
More informationProject s fiche INOV. Frisomat Case study project's fiche INOV
Project s fiche INOV Clear Flatro building 49 metres long The Flatro industrial building in Villers-le-Bouillet measures 15 metres by 49 metres and is 6 metres high. The building rests on concrete plinths
More informationDanielle Shetler - Structural option Courtyard by Marriott Lancaster, PA
Structural Analysis Overview: During the structural analysis of the in Lancaster, Pa, a redesign of the lateral and gravity system from masonry bearing and shear walls to a staggered truss system was performed.
More informationPurna Fashions Ltd. RH Attire Ltd
Purna Fashions Ltd. RH Attire Ltd SHAHNUR MARKET, 96 MURADPUR, HATHAZARI ROAD, PANCHLAISH THANA, Chittagong, Bangladesh (22.37245N, 91.83334E) 08 June 2014 1 2 Observations 3 High Column Stresses The columns
More informationSECTION NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL 1.1 DESCRIPTION SECTION 09 22 16 1. Use this section only for NCA projects. 2. Delete between //----// if not applicable to project. Also delete any other item or paragraph not applicable
More informationSECTION WOOD FRAMING. A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents.
SECTION 06 1100 WOOD FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But
More information0103 Plan Reading 4% Read plans to verify the project conforms with the code, approved plans, and construction documents.
Certification: Commercial Building Inspector Exam ID: B2 Scope: A Commercial Building Inspector will be responsible for performing inspections of structures to determine compliance with the various Building
More informationRenovation Progress. May 12 18, Week 32
Renovation Progress May 12 18, 2012 Week 32 May 12 Furring strips along back wall of Sisters new Dining Area completed; projection room holes to be covered up when sheetrock is installed May 12 Another
More informationDIVISION 5 METALS BUSHEY FEIGHT MORIN ARCHITECTS INC. 473 NORTH POTOMAC STREET HAGERSTOWN, MARYLAND FAX:
DIVISION 5 METALS BUSHEY FEIGHT MORIN ARCHITECTS INC. 473 NORTH POTOMAC STREET HAGERSTOWN, MARYLAND 21740 301-733-5600 FAX: 301-733-5612 SECTION 05400 - COLD FORMED METAL FRAMING PART 1 GENERAL 1.1 SECTION
More informationSECTION 11 Architectural and Nonstructural Elements Field Investigation
SECTION 11 Architectural and Nonstructural Elements Field Investigation Types of Data to Be Collected and Recorded Research in these fields should be directed at determining the effect that architecture
More informationStructural Technical Report #2 By Robert Whitaker
Structural Technical Report #2 By Robert Whitaker Robert Whitaker Structural ~ Parfitt Parkview at Bloomfield Station Bloomfield, NJ 10-31-05 Executive Summary This report covers the comparative redesign
More informationShin Shin Apparels Ltd. (9615) Dag RS. 228, JL 73, Gorat, East Norshinghapur, Zirabo, Savar ( N, E) 27.MAY.2014
Shin Shin Apparels Ltd. (9615) Dag RS. 228, JL 73, Gorat, East Norshinghapur, Zirabo, Savar (+23.94071N, 90.30929E) 27.MAY.2014 Identified Priority 1 Concerns 1 st Priority 1 Concern Based on the Detail
More informationCOPYRIGHTED MATERIAL. Contents. 1 Making Buildings 3. 3 Wood Foundations and. Preface to the Sixth Edition xi. Sitework 31
Contents Preface to the Sixth Edition xi 1 Making Buildings 3 Learning to Build 4 Buildings and the Environment 5 The Work of the Design Professional 11 The Work of the Construction Professional 19 Trends
More informationTemecula Medical Center Temecula, CA
Temecula Medical Center Temecula, CA Technical Assignment #2 Sean F. Beville The Pennsylvania State University Architectural Engineering Structural Option Senior Thesis Project Student Advisor: Thomas
More informationHARIOM PIPE INDUSTRIES LTD
PROVING OUR METTLE HARIOM PIPE INDUSTRIES LTD HEADQUARTERED IN HYDERABAD, TELANGANA, HARIOM PIPE INDUSTRIES LIMITED (HARIOM) IS A PART OF THE PRESTIGIOUS HARIOM GROUP. THE GROUP WAS FOUNDED BY THE INDUSTRIALIST,
More informationSafety Documents > Safety Manual > Scaffolds
Safety Documents > Safety Manual > Scaffolds D. Scaffolds 1. General Requirements for All Scaffolds a. Scaffolds shall be furnished and erected in accordance with this standard for persons engaged in work
More informationThis Addendum forms part of the Tender Documents and amends the Tender Documents as described below.
BRAMALEA SECONDARY SCHOOL ARCHITECTURAL ADDENDUM NO. 1 ADULT EDUCATION - CLASSROOM & OFFICE RENOVATIONS PEEL DISTRICT SCHOOL BOARD Tender No. L18-4165 February 23, 2018 This Addendum forms part of the
More informationCOST COMPARISON DINCEL vs AAC WALLS
COST COMPARISON DINCEL vs AAC WALLS DISCLAIMER The information contained in this document is intended for the use of suitably qualified and experienced building professionals. This information is not intended
More informationSCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements
SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC. 320-226.5189 www.101developmentresources.com While every attempt has been made to insure the correctness of this handout, no guarantees are made to its accuracy
More informationRESIDENTIAL CONSTRUCTION New Dwellings and Additions
How to Obtain a Building Permit For RESIDENTIAL CONSTRUCTION New Dwellings and Additions MIAMI COUNTY, KANSAS CODE SERVICES DEPARTMENT 201 South Pearl Street, Suite 201 Paola, Kansas 66071-1777 Phone:
More informationArchitectural & Structural Design
B&W.dwg, 01/05/ 11:16:31 ص SMOH G.o.S. - Sudan Architectural & Structural Design Location: Tarbeba Locality: Baida - State: West Darfur Sudan B&W.dwg, 01/05/ 11:16:42 ص Key : DOORS SAMPLES TO BE APPROVED
More informationCONCRETE BLOCK MASONRY
CONCRETE BLOCK MASONRY CONTENT Introduction Types Manufacturing process Properties Advantages Introduction These are the concrete blocks either hollow or solid. A hollow unit is that unit which has core
More informationSECTION FOLDING DOORS AMSTEL AS900CC DIVIDER SOUND
SECTION 08352 FOLDING DOORS AMSTEL AS900CC DIVIDER SOUND THREE PART SHORT FORM SPECIFICATIONS (CSI) PART 1 GENERAL 1.1 SUMMARY A. Section Includes: manually operated, side folding accordion- type products
More information5.0 BUILT FEATURES 5.5 AUDITORIUM (ASSEMBLY ROOM)
5.5 AUDITORIUM (ASSEMBLY ROOM) auditorium for presentations, seminars with projection room behind east wall access behind west wall (stage wall) to basement stairs and exterior 6 rubber base 1/4 mahogany
More informationPND Training Hall Conex Building, Kabul ABSTRACT OF COST
PND Training Hall Conex Building, Kabul ABSTRACT OF COST A Civil Works All work items shall be carried as per drawing, specification and instruction of the Engineer. 1 Sub-structure Works Earthwork in
More informationSECTION HOLLOW METALWORK. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.
SECTION 081113 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting
More informationPRESENTATION PLAN A MODEL COMPARISON FLOOR CONSTRUCTION
PRESENTATION PLAN A MODEL COMPARISON FLOOR CONSTRUCTION An overview of costing strategies for wood framed construction elements CREATING A PROJECT ENDLESS POSSIBILITIES COMPATORS LIST A FLOOR Cast in Place
More informationThe Homeowner s Building Application Checklist for Constructing a Residential Addition
The Homeowner s Building Application Checklist for Constructing a Residential Addition This checklist provides homeowners a summary of the Building Permit submission requirements for constructing a residential
More informationFundamentals of Building Construction: Materials and Methods
Fundamentals of Building Construction: Materials and Methods Allen, Edward ISBN-13: 9780470074688 Table of Contents Preface. Chapter 1: Making Buildings. Learning to Build. Sustainability. The Work of
More information1.02 SYSTEM DESCRIPTION
1 OF 7 MODULAR MEZZANINES GUIDE SPECIFICATIONS FOR PART 1 - GENERAL 1.01 RELATED WORK A. SECTION 03 30 00: Cast in Place Concrete (and Concrete Finishing) 1. The area where mezzanine is installed shall
More informationJonathan R. Torch Technical Report 2 Columbia University. Technical Report 2. Pro-Con Structural Study of Alternate Floor Systems
Technical Report 2 Pro-Con Structural Study of Alternate Floor Systems Columbia University Broadway & 120 th Street, New York, NY Jonathan R. Torch Pennsylvania State University Architectural Engineering
More informationOne & Two Family Residential ADDITIONS
City of St. Petersburg Development Services One & Two Family Residential ADDITIONS (Effective Date: 5/1/03) This checklist is subject to change and improvement at any time. Please determine that you have
More informationProduct Guide Specification
ALGRIP Manufactured by April 2017 104 North Maple Avenue P.O. Box 646 Leola, Pennsylvania 17540 Toll Free 800-345-8170 Fax 717-656-2041 Website www.algrip.com / www.rosstechnology.com E-mail sales@rosstechnology.com
More informationCOST ESTIMATE FORM FOR ESTIMATING THE PREVAILING COST OF RESIDENTIAL ADDITIONS AND REMODELING
ATTACHMENT A City of Sanibel COST ESTIMATE FORM FOR ESTIMATING THE PREVAILING COST OF RESIDENTIAL ADDITIONS AND REMODELING Prepared by the Building Department June 2015 INSTRUCTIONS - complete Parts 1,
More informationCOST ESTIMATE FORM FOR ESTIMATING THE PREVAILING COST OF RESIDENTIAL ADDITIONS AND REMODELING
ATTACHMENT A City of Sanibel COST ESTIMATE FORM FOR ESTIMATING THE PREVAILING COST OF RESIDENTIAL ADDITIONS AND REMODELING Prepared by the Building Department June 2015 INSTRUCTIONS - complete Parts 1,
More informationStructural Option Indiana Regional Medical Center Indiana, PA
West View of IRMC Southeast View of IRMC Structural Option Indiana Regional Medical Center Indiana, PA West View of IRMC Southeast View of IRMC Arial View of IRMC Project Information N Location: Occupancy
More informationBuilding Division Informational Handout
CITY OF SAN JOSÉ, CALIFORNIA Building Division Informational Handout Conventional Light Frame Construction Design Provisions 2007 CBC Handout No. 2-21 Published: 1/1/08 Page 1 of 3 This document summarizes
More informationSECTION UNIT MASONRY
SECTION 04200 UNIT MASONRY PART 1 GENERAL 1.01 SUMMARY A. Furnish labor, materials, and equipment and perform functions required in the installation and maintenance of the work covered by this Section.
More informationSchedule A. a representative appointed from among persons nominated by the Nova Scotia Accessibility Advisory Board.
Schedule A Amendment to the Nova Scotia Building Code Regulations made by the Minister of Municipal Affairs under Section 4 of Chapter 46 of the Revised Statutes of Nova Scotia, 1989, the Building Code
More informationNortrax Section David Manchester Road, Ottawa NON-STRUCTURAL METAL FRAMING 16 May 2014 Page 1
16 May 2014 Page 1 PART 1 GENERAL 1.1 DESCRIPTION This section specifies steel studs wall systems, shaft wall systems, ceiling or soffit suspended or furred framing, wall furring, fasteners, and accessories
More informationUnit Rate. Subtotal in SDG. Site Clearing Preliminary Works. 1.0 Job. Excavation & Earth Works. Stone Masonry Works in foundation 100 M.
Bill of Quantities Nature of work : Construction of Health Center with 8 rooms (Clinics, Pharmacy, Labs, Fence & Latrines) Location: Shakreen- El Fasher Town- North Darfur State No. Description Qty Unit
More informationSTEEL STRUCTURAL SYSTEMS
STEEL STRUCTURAL SYSTEMS Steel elements are of two basic types: Structural steel shapes are formed into their final shapes by hot-rolling. This method produces such common elements as wide flange sections,
More informationTechnical Report 1. Seneca Allegany Casino Hotel Addition. Salamanca, NY
Technical Report 1 Seneca Allegany Casino Hotel Addition Salamanca, NY Nicholas Reed Structural Option Advisor: Prof. Parfitt Executive Summary The purpose of this technical report was to analyze the existing
More information* RESIDENTIAL PLAN REVIEW *
CITY OF DES MOINES, IOWA COMMUNITY DEVELOPMENT DEPARTMENT PERMIT AND DEVELOPMENT CENTER 602 Robert D. Ray Drive DES MOINES, IOWA 50309 Phone: 515.283.4200 Facsimile: 515.283.4270 Based on the scope of
More informationSTEPPING STONES DAYCARE NEW LISKEARD PUBLIC SCHOOL
STEPPING STONES DAYCARE NEW LISKEARD PUBLIC SCHOOL JLR JOB NO. 26662-19 ISSUED FOR TENDER DECEMBER 22, 2014 COVERS AND DRAWING LISTS STRUCTURAL 000 COVER SHEET S100 GENERAL NOTES, FLOOR PLAN & DETAILS
More informationSECTION ALTERNATING TREAD STEEL STAIRS
SECTION 05 51 33.23 - ALTERNATING TREAD STEEL STAIRS PART 1 - GENERAL 1.1 SCOPE OF WORK Fabricate and Install metal alternating tread stair assemblies in accordance with the requirements set forth in this
More informationNATIONAL INSTITUTE OF TECHNOLOGY, TIRUCHIRAPPLLI ESTATE MAINTENANCE DEPARTMANT NAME OF THE CONTRACTOR / FIRM :
NATIONAL INSTITUTE OF TECHNOLOGY, TIRUCHIRAPPLLI- 620015 ESTATE MAINTENANCE DEPARTMANT SCHDULE OF WORK Name of Work :Renovation of Geotechnical Lab and Environmental lab in Civil Engineering Departemnt
More informationAl Islam Textile Ltd.
Al Islam Textile Ltd. 9 Kornopara,Savar,Dhaka-1340 (23.824207N, 90.256342E) 27 APRIL 2014 1 2 Observations Item 1 observation Column loads in excess of design loads Verify concrete strengths in columns
More informationVACATIONS BEACH FALES PROPOSED ALTERATIONS RESTAURANT & OFFICE BUILDING
VACATIONS BEACH FALES PROPOSED ALTERATIONS & OICE BUILDING A. SITE PLAN A. EXISTING FLR & DEMOLITION PLAN A. DEMOLITION A. PROPOSED PLANS A.3 RF & HYDRAULICS PLAN A. PROPOSED ELEVATIONS SECTIONS A4. WINDOW
More informationBuilding Safety Inspection Report Form STRUCTURAL
Broward County Board of Rules and Appeals Building Safety Inspection Report Form STRUCTURAL Policy # 05-05 Amended 031512 Building Information Building Structure address Legal description Folio # of Building
More informationBILLS OF QUANTITIES FOR CONSTRUCTION OF MODEL DISPENSARY BLOCK AT MGUNGANI / SALAITA
BILLS OF QUANTITIES FOR CONSTRUCTION OF MODEL DISPENSARY BLOCK AT MGUNGANI / SALAITA CONSTRUCTION OF MODEL DISPENSARY BLOCK Item DESCRIPTION QTY UNIT RATE TOTAL(KS ELEMENT : SUBSTRUCTURE (ALL PROVISIONAL):
More informationStructural Condition Assessment
108 6 th Street, Garland, Texas Engineering Report Date: September 29, 2016 RLG No. : 16729 Prepared for: Mr. Jeff D. Bulls III AIA 3030 LBJ Freeway, Suite 1220 Dallas, TX 75234 PM: Harold F. Phillips
More informationGood Construction Practices Part I
Good Construction Practices Part I This report is solely for the internal use. No part of it may be circulated, quoted, or reproduced for distribution outside the company organization without prior written
More informationArcelorMittal Europe - Long Products Sections and Merchant Bars. Office Building ArcelorMittal in Esch Alzette
ArcelorMittal Europe - Long Products Sections and Merchant Bars Office Building ArcelorMittal in Esch Alzette Location the country, at the heart of the iron and steel region. It has good access to the
More informationSTRUCTURAL CONDITION ASSESSMENT
STRUCTURAL CONDITION ASSESSMENT ALLEN JAY ROCK GYM 1201 FAIRFIELD ROAD HIGH POINT, NC Prepared for: Prepared by: Guilford County Schools 617 West Market Street Greensboro, NC Adrian S. Durham, PE, SE,
More information1.02 SYSTEM DESCRIPTION
1 OF 7 MODULAR MEZZANINES GUIDE SPECIFICATIONS FOR PART 1 - GENERAL 1.01 RELATED WORK A. SECTION 03 30 00: Cast in Place Concrete (and Concrete Finishing) 1. The area where mezzanine is installed shall
More informationOne & Two Family Residential NEW CONSTRUCTION Plan Review Checklist
City of St. Petersburg Development Services One & Two Family Residential NEW CONSTRUCTION Plan Review Checklist (Effective Date: 5/1/03) This checklist is subject to change and improvement at any time.
More informationUNOPS UNITED NATIONS OFFICE FOR PROJECT SERVICES PROJECT BOQ. Original Issue Bamyan MAC Site Services - Phase 1 Bamyan, Bamyan, Afghanistan
UNOPS UNITED NATIONS OFFICE FOR PROJECT SERVICES PROJECT BOQ Original Issue Bamyan MAC Site Services Phase Bamyan, Bamyan, Afghanistan Project Components:. Site Services Phase NOTICE TO ALL BIDDERS COMPLETE
More informationSECTION STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 08110 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General, Supplementary, and Special Conditions and Division 1 Specification
More informationCalculation of requirement of Labour. for construction of IAY/CMRHM
Calculation of requirement of Labour for construction of IAY/CMRHM Total cost as per 2012 SOR = Rs 7,01,746.00 Deduct 7.5% Contractor s profit = Rs (-) 52,631.00 = Rs 6,49,115.00 Taking 1/3 as the Labour
More informationIowa Mutual Insurance Association Wick Buildings, Inc. 405 Walter Road P.O. Box 38 Mazomanie, WI WickBuildings.
Welcome Iowa Mutual Insurance Association Wick Buildings, Inc. 405 Walter Road P.O. Box 38 Mazomanie, WI 53560 800-356-9682 WickBuildings.com Wick Buildings, Inc. Larry Edema Have been with Wick Buildings
More informationRosette Modular Scaffolding System
Rosette Modular Scaffolding System The rosette modular security scaffolding system to be used in facades, has been produced in accordance with the structural design conditions stated by the following applicable
More informationCE2401-DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY QUESTION BANK
CE2401-DESIGN OF REINFORCED CONCRETE AND BRICK MASONRY QUESTION BANK UNIT-1 PART-A 1. What is a Retaining wall? 2. What are the disadvantages of gravity retaining walls? 3. What are the types of retaining
More informationGeneral Building Information
Software Module s Description Page 1 General Building Information BUILDING AREA AND HEIGHT - This module designed to determine the height and area of buildings on the basis of occupancy group classification
More information