建筑漏水檢測流程翻譯-中英對照
漏水測試
完工的屋面和壁板安裝應絕對沒有水泄漏的現(xiàn)象。 雇主保留在安裝過程中隨時對屋面和壁板進行漏水測試的權利。
在這種水泄露測試中，應發(fā)現(xiàn)任何可能存在的水泄露。 屋面和/或壁板應根據雇主的指示拆開，接頭應用指定的密封膠或膠帶重新密封，重新安裝屋面和/或壁板。 接頭應安裝雇主的指示對所有隨后的面板進行密封。
保修
安裝驗收后，投標人應提供一份書面保修給業(yè)主，保證氟碳涂層依照持牌制造商過程指示并符合下列標準，在正常條件使用最低10年。（投標人應說明保修年數和免費更換有缺陷
面板的次數）：
粉化不會超過ASTM D659 No. 8級。 粉化級別應取決于ASTM D659概述的程序。
依照ASTM D2244 規(guī)定的標準，去除外部沉積和粉化，色差不會超過5個NBS單位。
不會
目錄
第三冊
第4.4部分 土建工程
4.4.3.24 其他建筑工程.....................................................................................................270
4.4.3.24.1 工程范圍...........................................................................................270
4.4.3.24.2 規(guī)范與標準.......................................................................................271
4.4.3.24.3 門......................................................................................................271
4.4.3.24.4 窗......................................................................................................278
4.4.3.24.5 百葉窗..............................................................................................281
4.4.3.24.6 地面工程...........................................................................................283
4.4.3.24.7 石方工程...........................................................................................289
4.4.3.24.8 天花板工程.......................................................................................294
4.4.3.24.9 水管..................................................................................................296
4.4.3.24.10 天棚................................................................................................314
4.4.3.24.11 木工工程.........................................................................................316
4.4.3.24.12 建筑用具和專業(yè)用具.......................................................................318
4.4.3.24其他建筑工程
4.4.3.24.1工程范圍
其他建筑工程應包括投標人對本規(guī)范所涵蓋的下列工程的設計、詳細說明、家具、安裝檢驗和測試，適用于投標人的建設工作參見“工程概述”，技術規(guī)格參見
“通用土建和建筑設計的要求”。 所有材料和施工應保持整潔，須獲得業(yè)主的事先批準并執(zhí)行最佳的現(xiàn)代實踐。
門
- 中空金屬門
- 鋼卷門
- 鋁制門
窗
- 鋁制上懸窗
- 鋁制平移窗
- 鋁制固定窗
百葉窗
- 固定百葉窗
地面工程
- 整體修整
- 混凝土地面單獨修整
- 陶瓷
石方工程
- 砌磚工程
- 抹灰工程
天花板工程
- 天花板方格
- 吸聲天花板
水管
- 地面排水管
- 屋面排水管
- 下水管道裝置
天棚
木工工程
建筑用具
- 廚房成套家具
- 鋼儲物柜
4.4.3.24.2規(guī)范與標準
摘自“規(guī)范和標準”中下列組織制定的規(guī)范和標準特別適用于本規(guī)范的設計、制造和測試工作：
AA 美國鋁業(yè)協(xié)會
AAMA 美國建筑門窗工業(yè)協(xié)會
ACI 美國混凝土學會
AMCA 美國通風與空調協(xié)會
ANSI 美國國家標準學會
ASTM 美國材料與試驗協(xié)會
AWWA 美國用水工業(yè)協(xié)會
LIA 美國鉛工業(yè)協(xié)會
JIS 日本工業(yè)標準
NAAMM 美國建筑用金屬制造商協(xié)會
NEMA 美國電氣制造商協(xié)會
NFPA 美國消防協(xié)會
SSPC 美國防護涂料協(xié)會
UL 美國保險商實驗室協(xié)會
N.1.5. Peraturan konstruksi kayu indonesia (印尼木結構規(guī)例)
N.J.10. Bata merah sebagai bahangangunan (印尼磚標準)
ICE 國際電工委員會
4.4.3.24.3門
概述
投標者設計和提供的所有門應滿足以下最低要求：
設計荷載
風荷載
外部門的設計應能承受150 kg/m2最低風壓，室內門應能承受100 kg/ m2最低風壓；該標準一律適用于大門的整個區(qū)域。
受到風力的大門最大撓度應達到寬度跨度的1/120。
操作負荷
所有外部門的設計應能在50 kg/m2的最低載荷下正常使用，一律適用于大門的整個區(qū)域。
推拉中空金屬門
中空金屬門的使用
I類門
無縫空心鋼結構建筑，與1.5875毫米面板和額外的管型加固、鉸式門窗邊框和鎖具或推拉配件，并準備表面鉸鏈，除非另有說明。
I類門應適用于所有外部門的位置。I類門也可用于暴露在交通繁忙地區(qū)的室內門、濫用的大門和具有極端室內外溫差的大門。
II類門
無縫空心鋼結構建筑，與1.27毫米面板和額外的管型加固,準備開榫鉸接，除非另有說明。II類門是在門關閉位置。
中空金屬門
該類型的門應采用嵌入式。 為了安全或順利操作應使用觀察窗，即：在大門處于關閉狀態(tài)時通過觀察窗查看門的另一邊發(fā)生了什么。
材料
面板應碾壓平整，采用優(yōu)質冷軋?zhí)间摗?br />
加勁肋、加固件和其他配件，應采用優(yōu)質碳素鋼。
玻璃
a. 玻璃裝配應符合ANSI Z97.1的要求。
b. 普通的大門玻璃應包括至少為6毫米厚的拋光線鋼筋玻璃。
c. 鑲玻璃材料應依照制造商的建議。
d. 調整塊和調整墊片應采用氯丁橡膠制造，并應根據玻璃制造商的建議提供。
門框
中空金屬門門框應采用槽鋼門框(ASTM A36)或壓型金屬門框(優(yōu)質冷軋?zhí)间?。 凡是要求具有防火門時，應使用門框結構。
硬件
大門的硬件應包括鎖、拉手、閉合器、門吸、逃生門推桿鎖等。該緊固件應采用304型不銹鋼用于外部門，黃銅用于室內門。所有的硬件應符合業(yè)主的事先批準。
大門施工細節(jié)
總則
a. 所有的大門應遵照ANSI A123.1采用無縫空心鋼結構，每個大門采用兩塊面鋼構成。 大門表面或側面部應出現(xiàn)裂縫。 大門的頂部和底部應封閉，內部結構應采用鋼加勁肋
組成。
b. 所有為空調房間提供的大門每立方米密度應采用48.00 kg的纖維玻璃或礦棉，并且保險商實驗室協(xié)會認證該服務。
大門細節(jié)
a. 底部凈距 ：大門底部和地面之間應最高3毫米。
b. 對于具有榫眼的大門 ：大門和門框應開榫眼。
c. 底部滴水 ：所有大門應提供。
d. 裝飾鑲條 ：所有大門的活動葉片應提供。
e. 門窗密封條 ：所有大門應提供。
f. 玻璃細節(jié) ：外部門應提供固定玻璃，大門的內側應提供可移動的鑲玻璃條。
WATER TESTING
The completed roofing and siding installation shall be such that absolutely no water shall leak through. The Employer reserves the right to conduct water leakage tests on installed roofing and siding at any time during the installation.
Should any leakage be discovered during such leakage test. The roofing and/or siding shall disassemble to the extent directed by the Employer and joints shall be resealed with specified sealant or tape, and the roofing, and/or siding reinstalled. Joints shall be sealed as directed by the Employer on all subsequent panels.
Warranty
The Bidder shall furnish the Owner, upon acceptance installation, a written warranty that fluorocarbon organic coating has been applied in accordance with licensee manufacturers process instructions and under normal conditions; and it shall meet the following standards for a minimum period of 10 years (the Bidder shall state the number of years warranty and also the number of times he will replace any defective panels without charges of any kind):
Will not chalk in excess of ASTM D659 No. 8 rating. Chalk rating shall be determined by the procedure outlined in ASTM D659.
Will not change colour more than 5 NBS units as determined in accordance with procedures set forth in ASTM D 2244, after removal of external deposits and chalk.
Will not crack, check or peel (lose adhesion).
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TABLE OF CONTENT
BOOK III PART 4.4 CIVIL WORKS
4.4.3.24 MISCELLANEOUS ARCHITECTURAL WORK 270
4.4.3.24.1 SCOPE OF WORK 270
4.4.3.24.2 CODES AND STANDARDS 271
4.4.3.24.3 DOORS 271
4.4.3.24.4 WINDOWS 278
4.4.3.24.5 LOUVERS 281
4.4.3.24.6 FLOOR FINISH 283
4.4.3.24.7 MASONRY WORK 289
4.4.3.24.8 CEILING WORK 294
4.4.3.24.9 PLUMBING 296
4.4.3.24.10 BUILT-UP ROOFING 314
4.4.3.24.11 CARPENTRY WORK 316
4.4.3.24.12 BUILDING APPLIANCES & SPECIALTIES 318
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4.4.3.24.1 SCOPE OF WORK
Miscellaneous Architectural Work shall include Bidder's designing, detailing, furnishing, installing inspection and testing of the following work covered by this specification and as applicable to Bidder's building work refers to "Summary of Work" and Technical Specification refers to "General Civil and Architectural Design Requirements". All materials and workmanship shall be neat and in accordance with the best modern practice and subject to prior approval of the Owner.
DOORS
- Hollow metal doors
- Rolling steel doors
- Aluminum doors
WINDOWS
- Aluminum top hung
- Aluminum horizontal projected
- Aluminum fixed windows
LOUVERS
- Fixed louvers
FLOOR FINISH
- Monolithic finish
- Separate concrete floor finish
- Ceramic
MASONRY
- Brick work
- Thin set tiles
CEILING WORK
- Louvered grid ceiling
- Acoustic ceiling
PLUMBING
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- Floor drains
- Roof drains
- Plumbing fixtures
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PART 4.4. Civil Works 4.4.3 Technical Specification
BUILT-UP ROOFING CARPENTRY WORK BUILDING APPLIANCES
- Kitchen unit.
- Steel lockers
4.4.3.24.2 CODES AND STANDARDS
The codes and standards of the following organizations extracted from "Codes and Standards" are specifically applicable to the design, manufacture and testing of the work included in this Specification:
AA Aluminum Association, U.S.A
AAMA Architectural Aluminum Manufacturers Association, U.S.A.
AC I American Concrete Institute
AMCA Air Movement and Control Association, Inc. U.S.A.
ANSI American National Standards Institute Inc.
ASTM American Society for Testing and Materials
AWWA American Water Works Association
LIA Lead Industries Association, Inc. U.S.A
JIS Japan Industrial Standard
NAAMM National Association of Architectural Metal Manufacturers,
U.S.A
. NEMA National Electrical Manufacturers Association, U.S.A
NFPA National Fire Protection Association, U.S.A
SSPC Steel Structures Painting Council, U.S.A.
UL Underwriters Laboratories, U.S.A
N.1.5. Peraturan Konstruksi Kayu Indonesia (Indonesian
Regulation for Wooden Structure)
N.J.10. Bata Merah sebagai BahanBangunan (Indonesian
Standard for Bricks)
IEC International Electrotechnical Commission
4.4.3.24.3 DOORS
GENERAL
All doors shall be designed and provided by Bidder and meet the following minimum requirements:
DESIGN LOAD Wind Load
Exterior doors shall be designed to withstand a minimum wind pressure of 150 kg/m2 and interior doors 100 kg/m2, uniformly applied over the entire
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area of the door. The maximum deflection of the door under wind pressure loading shall be 1/120 of the width span.
Operating Load
All exterior doors shall be designed to operate under a minimum of 50-kg/m2 load uniformly applied over the entire area of the door.
SWING HOLLOW METAL DOORS HOLLOW METAL DOOR USAGE Class I Doors
Seamless hollow steel construction, with 1.5875 mm face sheets and additional tubular reinforcement at head, hinged jamb and locksets or push-pulls and prepared for surface hinges and through belted to door, unless otherwise indicated.
Class I doors shall be used for all exterior door locations. Class I doors shall also be used for interior doors that are exposed to heavy traffic areas, doors that are exposed to abusive usage or doors that are exposed to extreme difference in room pressure.
Class II Doors
Seamless hollow steel construction, with 1.27 mm face sheets and additional channel reinforcement at head and prepared for mortise hinges, unless otherwise indicated. Class II doors shall be used for all interior door locations.
HOLLOW METAL DOOR TYPE
The doors shall be flush type. Vision light shall be used when desired for a safety reason or required for a plant operating reason i.e. to view what is on the opposite side of the door when the door is in the closed position.
MATERIALS
Face sheets shall be roller-leveled or stretcher-leveled prime quality cold-rolled carbon steel.
Stiffeners, reinforcing and other accessories shall be prime quality carbon steel.
Glazing
a. Glazing shall conform to the applicable requirements of ANSI Z97.1.
b. Normal door glass shall consist of minimum 6 mm thick clear
polished wire reinforced glass.
2013.5.9