VA 07 72 00-2011 ROOF ACCESSORIES.pdf
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1、10-11 07 72 00 - 1 SECTION 07 72 00 ROOF ACCESSORIES SPEC WRITER NOTE: 1. Delete between /_/ if not applicable to project. Also delete any other item or paragraph not applicable in the section and renumber the paragraphs. 2. Include standard manufactured components installed on and in roofing other
2、than mechanical, electrical, and structural items. PART 1 - GENERAL 1.1 DESCRIPTION This section specifies copings, gravel stops, fascias, and expansion joints. 1.2 RELATED WORK A. Color and texture of finish: Section 09 06 00, SCHEDULE FOR FINISHES B. Sealant material and installation: Section 07 9
3、2 00, JOINT SEALANTS. C. General insulation: Section 07 21 13, THERMAL INSULATION D. Rigid insulations for roofing: Section 07 22 00, ROOF AND DECK INSULATION 1.3 QUALITY CONTROL A. All roof accessories shall be the products of manufacturers regularly engaged in producing the kinds of products speci
4、fied. B. Each accessory type shall be the same and be made by the same manufacturer. C. Each accessory shall be completely assembled to the greatest extent possible before delivery to the site. 1.4 SUBMITTALS A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B.
5、 Samples: Representative sample panel of color anodized aluminum not less than 100 mm X 100 mm (four by four inches), except extrusions shall be a width not less than section to be used. Sample shall show coating with integral color and texture and shall include manufacturers identifying label. C. S
6、hop Drawings: Each item specified showing design, details of construction, installation and fastenings. D. Manufacturers Literature and Data: Each item specified. E. Certificates: Stating that aluminum has been given specified thickness of anodizing. Provided by IHSNot for ResaleNo reproduction or n
7、etworking permitted without license from IHS-,-,-10-11 07 72 00 - 2 1.5 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specification to the extend referenced. The publications are referenced in the text by the basic designation only. B. American Society for Testing and
8、Material (ASTM): B209/209M-07 . Aluminum and Aluminum Alloy-Sheet and Plate B221/221M-08 . Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes C612-10 Mineral Fiber Block and Board Thermal Insulation D1187-97 (R2002) . Asphalt-Base Emulsions for Use as Protective Coatings for Metal C. Nation
9、al Association of Architectural Metal Manufacturers (NAAMM): AMP 500-06 . Metal Finishes Manual D. American Architectural Manufacturers Association (AAMA): 2605-11 High Performance Organic Coatings on Architectural Extrusions and Panels. PART 2 - PRODUCTS SPEC WRITER NOTE: Update materials requireme
10、nts to agree with applicable requirements (types, grades, classes) specified in the referenced Applicable Publications. 2.1 MATERIALS A. Aluminum, Extruded: ASTM B221/B221M. B. Aluminum Sheet: ASTM B209/B209M. C. Galvanized Sheet Steel: ASTM A526/A526M; G-90 coating. D. Insulation: ASTM C612, Class
11、1 or 2. E. Asphalt Coating: ASTM D 1187, Type I, quick setting. SPEC WRITER NOTE: 1. Detail coping system; select thickness of metal for wall thickness span. Select anchoring system to conform to details. 2. Specify Category 5 FM rated coping where wind uplift is a critical factor. 2.2 COPINGS A. Fa
12、bricate of aluminum not less than / 1.6 / 2 / 3.2 /-mm (0.063 / 0.08 / 0.125 / inch thick; 16 oz copper / 0.5 mm (0.018 inch thick stainless steel)/ B. Turn outer edges down each face of wall as shown. C. Maximum lengths of 3000 mm (10 feet). D. Shop fabricate external and internal corners as one pi
13、ece assemblies with not less than 300 mm (12 inch) leg lengths. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-10-11 07 72 00 - 3 E. /Copings shall be Category 5 FM rated/ F. Provide 100 mm (four inch) wide 0.8 mm (0.032 inch) thick watertight joint
14、 covers. G. Provide anchor gutter bar of 0.8 mm (0.032 inch) thick with anchor holes formed for underside of joint. H. Provide concealed guttered splice plate of 0.8 mm (0.032 inch) thick with butyl or other resilient seal strips anchored to splice plate for underside of joint. Use galvanized steel
15、anchor plate providing compression spring anchoring of coping cover. I. Finish: / Anodized / Fluorocarbon / as specified. SPEC WRITER NOTE: Detail gravel stop and fascias. If roof is ballasted extend vertical curb to be above paver/gravel surface. Where protective membrane insulation or 1-90 design
16、occurs use system that clamps insulation or pavers down. Provide scuppers at water line for overflow protection when stop exceeds one inch in height above roof line. 2.3 EXTRUDED ALUMINUM GRAVEL STOPS AND FASCIAS A. Fabricate of aluminum not less than 2 mm (0.078 inch) thick. B. Turn fascia down fac
17、e of wall and up above roof as shown. C. Maximum lengths of 3000 mm (10-feet). D. Shop fabricate external and internal corners as one piece assemblies with not less than 300 mm (12 inch) leg lengths. E. Provide 100 mm (four inch) wide 2 mm (0.078 inch) thick watertight joint covers with 150 mm (six
18、inch) wide 0.8 mm (0.030 inch) thick underside joint flashing. SPEC WRITER NOTE: Use not less than 100 mm (4 inch) high cant above roof. 2.4 EXTRUDED ALUMINUM FASCIA-CANT SYSTEM A. The fascia-cant system consists of three pieces, an extruded aluminum fascia, a galvanized steel cant, and an aluminum
19、compression clamp. B. Furnish in stock lengths of not more than 3000 mm (10 feet) long. C. Form fascia from not less than 2 mm (0.070 inch) thick aluminum. Provide four inch wide 0.8 mm (0.032-inch) thick concealed sheet aluminum joint cover plates in back of fascia. D. Form cant strip from galvaniz
20、ed steel not less than 0.8 mm (0.0299 inch) thick, to profile shown and design to hold lower edge of the fascia. E. Form compression clamp of not less than 0.8 mm (0.032 inch) thick aluminum designed to hold the top edge of the fascia and the built-up flashing. Provided by IHSNot for ResaleNo reprod
21、uction or networking permitted without license from IHS-,-,-10-11 07 72 00 - 4 F. Internal and external corners: 1. Factory fabricate and fully weld mitered joints. 2. Furnish corner sections in / manufacturers standard sizes / sizes shown / with not less than 300 mm (12 inch) leg lengths. / SPEC WR
22、ITER NOTE: Use sump assembly when downspouts are used to drain roof not having roof drains. G. Factory fabricated fascia sump assemblies. 1. Fabricate sump assemblies with stainless steel cores and extruded aluminum cover to match fascia-cant. 2. Provide stainless steel outlet, tube sized to suit do
23、wnspout and solder to core to make watertight. 3. Furnish sump assembly in 500 mm (20 inch) minimum lengths. SPEC WRITER NOTE: Use scuppers for overflow safety if only one roof drain occurs. H. Factory fabricated scupper assemblies: 1. Fabricate scupper assembly with extended plates to match fascia-
24、cant in 500 mm (20 inch) minimum lengths. 2. Extend outlet opening not less than 50 mm (two inches) with drip edge. 3. Fabricate with stainless steel cores or sleeve to drain water from toe of cant and flash in to built-up roofing with 100 mm (4 inch) wide flange. I. Finish on aluminum: / anodized /
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