BP-68294-12NOTE:
Verify All Existing
Conditions & Measurements
Prior To Ordertng Of
Materials & Construction
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C General Notes:
' 1.These plena are intended to provide the base construction
Y,ftute Cedar
Shingles
Information. This means these plans must be verified and
�,- Tyvek Housawrap checked completely by the contractor. AN dimensions are
�'W CDX Plywood Sheathing to be field verified and any adjustments made accordingly.
2 x 6 Studs 0 16" o.c. 2. All work shall be completed in compliance with all
-r&- ,, H-K• R-19 Fiberglass Insulation applicable Building, Plumbing, Electrical codes. Any other
'qe saaq N 1/4 Ts4 deafer
r+/ a x\sT. Biuelxtard W/ skin GOat Of p local, state and/or federal codes that may apply to this
f>urW^"o 'h"
project shall be considered as part of the construction
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R�3ou` 3. All waste material and debris shall be removed and disposed
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of property.
4. Numbers set within [ ] reference that section of the Massachusetts
Rom. o�rF.1 t State Building Code Section [53 edt 8] for 1 & 2 family dwellings.
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= 1- 2 x 6 PT Sill w/Siff Seater 5. These drawing were prepared per guidelines sat forth in the
1- 2 x 6 Top Sill Mass. State Building Code Section [53] for 1 & 2 family dwellings.
2' RAT 1 u 518" Dia. x 12' Ig. Anchor bolts 6. Window glazing shall be considered hazardous when used in
w/3' x 3" x Y." Plate Washers doors, within 5V of a doorway or closer than I r to the floor.
V Poured Concrete Wall ., Windows used for emergency egress shall have a minimum opening
j ale Tar Coated Typ. size of 20" x 24" in either direction and shall not be more than 44"
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I above the finished floor. [5308 & 53101.
1 G" 7. All walls next to stairways shall have fire stopping installed
— -- — --t-' NOTES: adjacent to and parallel with the stringers.
- Alt Construction to follow 8. Masonry chimneys constructed to section [5606] of
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WFCM Construction Guide the Massachusetts State Building Code.
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file" Dia. Anchor Bolts .
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w/ 3' x 3' x Y. Plate Washers
As per WFCM Const. Guide
Simpson Hurricane Clips At
All Rafter & Pate Connections
Foundation Design Criteria:
Rafter to Stud H-2 or H2 5A
Footing to be 3,000 PSI concrete w/ reinforcing
Rafter to Header H-8
Foundation Walls to be 3,000 PSI concrete
Exterior Plywood Applied
Floors & Slabs to be 2,5W PSI concrete
Vertical for Wind Sheer
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