HomeMy WebLinkAbout45.23.1 - Proposed Roof Amendment (Framing Plan)RIDGE LVL 3.5"
RAFTERS 2” X 8" ra 16" O.C. JACK RAFTERS 2" X 10" fa 24" O.C. HIP RAFTFRS 2- X 1 n"
Structural Notes:
1. All loads and loading conditions are per IBC 2009 (8th edition of the Massachusetts building code)
2. All dimension should be field verify by contractor.
3. All dimensional lumber must be of construction grade or better
4. All exposed wood must be preasure treated
5. All exposed connectors and fasteners must be galvanized
6. Use Simpson hurricane ties to attach roof rafters to the walls. 1
7. Concrete : Fc=3000 psi or better O ,
8. Nailing schedule:
Use 4" o.c. fd edges and 12"oc in field to attach ALL floor and roof
plywood and exterior wall sheathing.W� - Z�,, I
9. Existing rafters may remain.„. °� .e
STANISLAV
STRUCTURAL
NO. 38862
0
B -B
7 -
RIDGE LVL 3.5" X 9.5"
TOWN OF YARMOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE, ERRORS OR OMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT'
COMPLIANCE.
DATE: 10-4 -4
,WILDING OFFICIAL