HomeMy WebLinkAbout2014 Jan 17 - Sign Off Transmittal Sheet, Plan - Demo/Rebuild Boathouse/Studio _�_ _ _ _� __ __
;o4�qR� TOWN OF YARMOUTH
� �� HEALTH DEPARTMENT
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�' '�,<.�``� ' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
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Owner Name: �r�lt� �G IC_� 7 . �U C� Q�_-�
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RESIDENTIAL AND/OR COMhIERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
.
Please submit three (3) copies of plans, to include:
(1.) Site Plan showing existing buildings,water line location, '�'
and septic system location; `
(2.) Floor plan labeling ALL rooms within buildirrg;
(all egisting and proposed)—
Note:F[oor plans not required for decks,sheds, windows, roofueg;
(3.) If necessary, Tit[e 5 application signed by licensed installer
with fee.
REVIEWED BY: DATE: t 17 � L
PLEASE NOTE
COMMENTS/CONDITI NS•
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All retaining
wall and boathouse foundation specifications:
1. Steel
SLAB FOUNDATION
a.
grade 60 ASTM A615 clean and free from heavy rust
5" CONCRETE SLAB ON
b.
minimum bar .lap distance is 28" for #5
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minimum hook lap distance is 12" for #5 bars
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2. Concrete
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Minimum steel bar coverage is 3", as per ACI
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Maximum aggregate size - 3/8" - 3/4" blend
d.
Type 1A 5-7" air entrained cement
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Slump range 24"
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Strip all forms no sooner than 24 hours
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No concrete shall be placed in standing water or on ice, provide
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pumps and insulating covers where necessary
3. Stonepack & Drainage - 3/4' to 1 %i" washed Native Stone in filter wrap
a.
Continuous perforated pipe in PO of stone pack wrapped with
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filter cloth. Provide X -pipes @ 8' o/c to run to clear grade
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ASPHALT ROOF SHINGLE
(daylight) at or about EL. 6.0' or 8'0" based on footing
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1X3
used. Consolidate in 12" lifts w/ 4 passes of small roller/compactor
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SECOND FLOOR
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F I RST FLOOR
13.5' ELEVATION
8' ELEVATION
NOTE:
CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS
WITH SILLS ABOVE 72" ABOVE FINISH GRADE PER CODE. ALL
WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL
COMPLY WITH THE REQUIREMENTS OF
ASTM F20,0110. WINDOW OPENING DEVICES 514ALL BE SELF ACTING
AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF
A 4" DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING
WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
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INCREASED SHEARWALL- - - - - - -
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION o>> w z z z a z
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4 SOLID BLOCKED SEAMS w/ Y2'
GWB/PLASTERBOARD ON INSIDE
BALLOON FRAMED HALL, -
2"X6" 016" O.C. OR 2"x4" 012" O.G.
5/8" ANCHOR HOLTS 0 32" O.G. 60"x30" ACCESS
MIN. 7" EMBEDMENT DOOR TO UTILITY
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sa1. ALL EXTERIOR WALLS SHALL BE 2X6
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4. CONTRACTOR 5HALL VERIFY ALL DIMENSIONS
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ASSUMES RESPONSIBILITY FOR ANY MISSING OR
INCORRECT DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE DESIGNER.
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STUD REQUIREMENT
STANDARD SHEARWAL RIGHT I\ I GHT .LC -LE
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§_amWOoo �W?.8000Z�.
L=w�o�WSo�ao�
INCREASED SHEARWALL- - - - - - -
STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION o>> w z z z a z
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSU E BY INTERIOR
SW -2 Y2" COX w/8d RING -SHANK 0 4" O.C. WALL PLASTER BOARD/FINISH. U a g z W Z > o
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GWB/PLASTERBOARD ON INSIDE
BALLOON FRAMED HALL, -
2"X6" 016" O.C. OR 2"x4" 012" O.G.
5/8" ANCHOR HOLTS 0 32" O.G. 60"x30" ACCESS
MIN. 7" EMBEDMENT DOOR TO UTILITY
n It it SPACE
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INCORRECT DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE DESIGNER.
16' w/3 x5 x1/4 Pib'-0" 16LATE WASHER 161-011
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COUNT,R�
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