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2016-01148 - addn/remodel/repair
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2016-01148 - addn/remodel/repair
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Last modified
8/22/2023 3:47:43 PM
Creation date
11/30/2018 2:23:50 PM
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x Address Old
House Number
3333
Street Name
Shoreline
Street Type
Drive
Address
3333 Shoreline Drive
Document Type
Permits/Inspections
PIN
2011723110024
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INT�RfOR EiYV1RC?NMENT (Chapter 12) � , <br /> ��S"'Vern�lation(1203p Sound transmission (�207) . <br /> �Temperature oontrol (1204) IMerior space dimensions(i208) <br /> �_Ligh�n�(1205) Access to unocxupied spaces(1209) <br /> 1Rairds or courts(i�6) �.�Toilet and bathroom requiremeMs <br /> (121D,2509) <br /> 'Also see Mechanical Code Plan Reviewr Reoord <br /> BUILDING ENVELOPE (Chapters 13*, 14, 15) <br /> "See Energy Conservation Code Plan Review Record <br /> EXTERIO WALLS (Chapter 14) <br /> � s �h <br /> Performance requiremer�ts(�409) � I ' �'�e materia�restric�(�4os) <br /> Materials (1404) EIFS (14U8) <br /> Facterior wall cov�erings/MCM's HPL (1409) <br /> (140�5, 140� <br /> ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (Chapter 15) <br /> � q�- �h�� <br /> Weather protection (1503) Roof cov�erings(1507) <br /> Flashing (1503.2, 1507.2.9, 1507.3.9, Roof insuiation (1508) <br /> 1507.5.7, 1507.7.7, 1507.8.8, 1507.9.9) Rooftop structures (1509) <br /> �.�____�Performance requiremeMs(i504) Reroo�ing (1510) <br /> Fire cll�ssi�caHon (1505) Solar photovottaic panels/modules(15!1) <br /> Materials (1506) <br /> STRUCTURAL SYSTEMS (Chapters 16, 17, 18) <br /> STRUCTURA�DESIGN (Ct�ptsr 16) <br /> STRUCTURAL DESIGN CALCULATIONS I`s � ` """� � Roof live loads (1603.1.2, 1607.i2) <br /> Submitted for all structural members Roaf snow loads(i803.i.3, 16Q8;Chapter 7 ofASCE 7) <br /> (106, 107.1, 107.2.1, 1804, 16Q5) <br /> Ground snow load, <br /> DESIaN LOADS ON CONSTRUCTION DOCUMENTS po(16082;7.2 ofASCE� <br /> ���� If pQ> 10 psf,flat-roof srww bad, <br /> Unfformly d(stributed floor 11ve toads p,(7.3 ofASCE 7) <br /> (i803.1.1, Table fB07.1) <br /> if po>10 psf,srw�n►exposure factor, <br /> Floor Area Use Loads Shown C,(TaWe 7-2, 7.3.1 of ASCE 7) <br /> If p > 10 psf,snow load importance factor� <br /> g,(7.9.3, TaWe 1.5-2 of ASCE� <br /> If pD>10 psf�roof themial factor, <br /> C�(TaWe 7-3, 7.3.2 of ASCE 7) <br /> Sioped roof snow load,p�(7.4 of ASCE 7) <br /> Live load reduction Ponding instability(1608.3;7.11 of ASCE 7) <br /> (1803.1.1, 1607.10, 1807.11) <br /> -12- <br />
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