My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Re: 1997 bldg code
Orono
>
Property Files
>
Street Address
>
J
>
Jacobs Mill Road
>
3745 Jacobs Mill Road - 32-118-23-24-0011
>
Correspondence
>
Re: 1997 bldg code
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:40:14 PM
Creation date
3/15/2017 12:20:23 PM
Metadata
Fields
Template:
x Address Old
House Number
3745
Street Name
Jacobs Mill
Street Type
Road
Address
3745 Jacobs Mill Road
Document Type
Correspondence
PIN
3211823240011
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
View images
View plain text
1997 UNIFORM BUILDINc.;C:Uut "' <br /> 1403.3 <br /> Chapter 14 <br /> EXTERIOR WALL COVERINGS <br /> SECTION 1401 —GENERAL 1402.3 Waterproofing Weather-exposed Areas. Balconies, <br /> landings,exterior stairways,occupied roofs and similar s�rfaces <br /> 14011 Applicability. G�terior �vall ro��erings for the building exposed to the weather and sealed underneath shall be water- <br /> shall provide weather protection for the building at its exterior proofed and sloped a minimum of i/q unit vertical in 12 units hori- <br /> boundaries. zontal(2%slope)for drainage. <br /> Exterior���all cavering sh�ill be in accordance with this chapter 1402.4 Dampproofing Foundation Walls. Unless otherwise <br /> and as specified by the applicable provisions elsewhere in this ��ppr�ved by the building official, foundation walls enclosing a <br /> code. ror additional provisions, see Chapter 19 for concrete, hasement below finished grade shali be dampproofed outside by <br /> Chapter 30 for lightweight metals,Chapter 21 for masonry,Chap- �p�roved methods and materials. <br /> ter 23 for steel,Chaptcr'_3 for wood.Cha�ter 25 for gypsum wall- <br /> board and plaster, and Ct�aptcr 26 for plastics. Also, sec the 4025 Window Wells.All window wells shall extend below the � <br /> following: indow sill height. <br /> SECTION SUI3JECT <br /> 601.5.4 Walls fr�mting on streets SECTION 1403—VENEER <br /> 60?.1 Materials in Type I coiistruction 1403.1 Scope. <br /> 603.1 Materials in Type fl construction <br /> 604.3.1 Exterior walls in Type III construction 1403.1.1 General. All veneer and its application shall conform <br /> G0�.3.1 Esteriur walls in Type IV construction to the requirements of this code.Wainscots not exceeding 4 feet <br /> 6U6.1 Materials in Type V construction (1219 mm)in height measored above the adjacent ground eleva- <br /> tion for ex[erior veneer or the finish floor elevation for interior ve- <br /> 1401.2 Standards. Tlie standards listcd below lahcled a"UBC neer may be exempted from the provisions of this chapter if <br /> standard"arc als�i(isted in Chapter 3�, Part II,and are part of this approved by the building official. <br /> code. <br /> l. UBC Standard 14-1. KraCt Waterproof Building Paper 1403.1.2 Limitations. Exterior veneer shall not be attached to <br /> wood-frame construction at a point more than 30 feet O144 mm) <br /> 2. UIIC Standard 1�-2, Vin��l Siding in height above ihe noncombustible foandation, except the <br /> 30-foot(9144 mm)limit may be increased when speciai construc- <br /> SECTION 1402—WEATHER PROTECTION tion is designed to provide for differential movement and when <br /> approved by the building official. <br /> 1402.1 Weather-resistive Barriers. All weather-exposed sur- 1403.2 Definitions. For the purpose of this chapter, certain <br /> faces shall have a�veathcr-resistive barricr to protect the interior terms are defined as follows: <br /> wall covcring. Surh barrier shall hc eyu<ii t��that provided for in gACKING as used in this chapter is the surface or assembly to <br /> UBC Standard ld-I for kraft �vaterprouf building paper or <br /> asphait-saluratcd rag felt. I�uilding paper and felt shall be free w'hich veneer is attached. <br /> from holes and brcaks other than those created by fasteners and VENEER is nonstructural facing of brick,concrete,stone,tile, <br /> construction s�stcm due to auaching of the building paper, and metal, plastic or other similar approved material attached to a <br /> shxll bc applicd over stud5 or sheathing of all exterior walls.Such backing for the purpose of ornamentation, protection or insula- <br /> fe(i or paper shall be applied horizontally, wilh the upper layer tion. <br /> lappcd over the I�nver{ayer not less than 2 inches(51 mm). Where Adhered Veneer is veneer secured and supported thro�gh ad- <br /> vertical joints occur, felt or pa��er shall hc lapped not less than hesion to an approved bonding material applied over an approved <br /> 6 inches(152 mm). backin <br /> g• <br /> A ���eather-resistive harrier mav be omitted in thc following Anchored Veneer is ve�eer secured to and supported by ap- <br /> cr�5�s: proved connectors attached to an approved backing. <br /> 1. When eaterior covcring is of approv�d weatherproof panels. Exterior Veneer is veneer applied to weather-exposed surfaces <br /> 2. In back-plastered construction. as defined in Section 224. <br /> 3. When there is no human occupancy. Interior Veneer is veneer applied to surfaces other than <br /> weather-exposed surfaces as defined in Section 224. <br /> 4. Over water-repellcnt panet sheathing. <br /> 5. Under approved paperbacked metal or�t�ire fabric lath. 1403.3 Materials. Materials used in the application of veneer <br /> shall conform to the applicable requirements for such materials as <br /> b. Behind lath and portland cement plaster applied ro the set forth elsewhere in this code. <br /> underside of roof and cave projections. For masonry units and mortar,see Chapter 21. <br /> 1402.2 Flashing and Countei•flashing. Exterior apenings e�- For precast concrete units,see Chapter 19. <br /> posed to the weather shall be (7ashed in such a manner as to make For portland cement plaster,see Chapter 25. <br /> them weatherproof. <br /> All parapets shall be pro��ided�vith coping of a�proved materi- Anchors,supports and ties shall be noncombustible and corro- <br /> als.All tlashing,cuuntert7ashing and coping,when of inetal,shall sion resistant. <br />� have a minimum thickness of U.019-inch(0.48 mm)(No.26 gal- When the terms "corrosion resistant" or "noneorrosive" are <br /> vanized sheet metal gage)conosion-resistant metal. used in this chapter,they shall mean having a corrosion resistance <br /> 1-141 <br />
The URL can be used to link to this page
Your browser does not support the video tag.
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).