HomeMy WebLinkAbout2022 Sign off Tranmittal - Kitchen on Existing Deck r
.0..;'"�,k4 TOWN OF YARMOUTH
4e. HEALTH DEPARTMENT
PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant. uk �" aiL`
Building Site Location: 10 V C\d c Rd - JUN 1 5 2022
HEALTH DEPT.
Proposed Improvement: _A-z U CAC 1kioc CIN---*Ip Clk)
Applicant:a [A 3,-;(5.tii\. (in rcr-CNSN Tel. No.:F:
Addressr \-r—C- PC\ TOILAVY1a5kiTh MA Date Filed:) 15 jacD
**If you would like e-mail notification'of sign off please provide e-mail address:
Owner Name: N)�"..-`f e 11 flf1L e- A7a-k- � N C`('�f r\�`(ll. C `()
Owner Address: n l . . I Owner Tel. No.:
RESIDENTIAL AND/OR COMMERCIAL 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 building
(all existing and proposed) —
Note: Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: " j V-----;-' ---
'.?. --11 �
DATE: CA//), --)-:
PLEASE NOTE
COMMENTS/CONDITIONS:
I CERTIFY TO THE BEST OF fMY
PROFESSIONAL KNOWLEDGE, INFORMATION'
AND BELIEF THAT THE LOT CORNERS,
DIMENSIONS- AND SETBACKS TO THE
STRUCTURE AS DETERMINED BY
INSTRUMENT SURVEY AND AS SHOWN ON
THIS PLAN ARE CORRECT.
KIERAN 1
HEALY �
NO 13
L 1,09i
Et9I N D SL)§VEYO. DATE
KITCHEN PANTRY
EXTENSION PLAN
#10
MIDDLE ROAD
IN
W. YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
JULY 21, 2021
REVISIONS:
NO. DATE DESC.
PREPARED FOR:
VIRGINIA & DAVID GAZZOLO
10 MIDDLE ROAD
WEST YARMOUTH, MA 02673
508-771-6515
;I T BSC GRDUP
349 Main Street, Rt. 28, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
Q 2021 The BSC Group, Inc.
SCALE: 1" = 20'
0 2.5 fJ 10 METERS
0 10 20 40 FEc
PROJ. MGR.: C. FIELD
FIELD: P. HAGIST
CALC.%DESIGN: K. HEALY
DRAWN: K. HEALY
CHECK: C. FIELD
FILE: 50025 -PROP. DWG
DWG. NO: 6390-03
SHEET 1 0'F 1
JOB. NO'. 5-0025.00
N
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NEW BIGFOOT FT
UNDER EX. SONOTUBES
TYP OF 2
O_PIER PLAN
SCALE:(/4"=1'-0"
FLOOR PLAN
SCALE: /4"= '-0"
JUN 15 2022
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STAMP:
Number of
Number of Box
U
Joint Description
Common Nails
Nails
Nail Spacing
Fbof Forming
C
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[
Blocking to Pafter(Toe-nailed)
2-8d
2-1Od
each end
Ism Board to Ffater(End-nailed)
2-16d
3-13d
each end
Wall Framing
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IJ IJ
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Top Plates at Intersections (Face -nailed)
4-16d
5-16d
at joints
Stud to Stud (Face -nailed)
2-16d
2-16d
24" o.c.
Headerto Header(Face-nailed)
16d
16d
161, o.c. along edge
Ro o r Framing
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I1 -3:
Joist to 911, Top Plate or Grider (roe -nailed)
4-8d
4-1Od
perjoist
Blocking to Joist (foe -nailed)
2-8d
2-1Od
each end
Blocking to 911 orTop Plate (roe -nailed)
3-16d
4-16d
each block
Ledger Strip to Beam or Gdder (Face -nailed)
3-16d
4-16d
each joist
Joist on Ledgerto Beam (roe -nailed)
3-8d
3-1Od
perjoist
Band Joist to Joist (End -nailed)
3-16d
4-16d
perjoist
Band Joist to 911 orTop Plate (Toe -nailed)
2-16d
3-16d
perfoot
lbof Sheathing
Wood Structural Panels
rafters ortrussesspaced up to 16" o.c.
8d
1 O
6" edge / 6" field
rafters ortrusses spaced over 16" o.c.
8d
10d
4" edge / 4" field
gable endwall rake orrake trussw/o gable overhang
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/structural outlookers
8d
10d
6" edge / 6" field
gable endwall rake or rake trussw/lookout blocks
8d
10d
4" edge / 4" field
Ceiling Sheathing
Gypsum Wallboard
5 d cookers
-
7" edge / 10" field
Wall Sheathing
Wood Structural Panels
studs spaced up to 24" o.c.
8d
10d
6" edge / 12" field
1/2" and 25/32" Fiberboard Panels
8d*
-
3" edge / 6" field
1/2" Gypsum Wallboard
5d coolers
-
7" edge / 10" field
Roor Sheathing
Wood Structural Panels
1" or less
8d
10d
6" edge / 12" field
JUN 15 2022
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DEf
STAMP:
TI TLE:
PANTRY
CLOSET
DATE ISSUED:
05/15/2022
REVISIONS:
greaterthan 1" 10d 16d 6" edge / 6" field I DRAWN BY:
PROJECT #:
*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC for additional requirements.
DRAWING NO.:
Nails- Unless otherwise stated, sizes given for nails are common wire sizes Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe sabstitutued unless otherwise
prohibited.
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TI TLE:
PANTRY
CLOSET
DATE ISSUED:
05/15/2022
REVISIONS:
greaterthan 1" 10d 16d 6" edge / 6" field I DRAWN BY:
PROJECT #:
*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC for additional requirements.
DRAWING NO.:
Nails- Unless otherwise stated, sizes given for nails are common wire sizes Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe sabstitutued unless otherwise
prohibited.
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TI TLE:
PANTRY
CLOSET
DATE ISSUED:
05/15/2022
REVISIONS:
greaterthan 1" 10d 16d 6" edge / 6" field I DRAWN BY:
PROJECT #:
*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC for additional requirements.
DRAWING NO.:
Nails- Unless otherwise stated, sizes given for nails are common wire sizes Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe sabstitutued unless otherwise
prohibited.
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TI TLE:
PANTRY
CLOSET
DATE ISSUED:
05/15/2022
REVISIONS:
greaterthan 1" 10d 16d 6" edge / 6" field I DRAWN BY:
PROJECT #:
*Corrosion resistant 11 gage roofing nailsand 16 gage staplesare permitted, checklBC for additional requirements.
DRAWING NO.:
Nails- Unless otherwise stated, sizes given for nails are common wire sizes Box and pnuematic nails of
equivelent diameter and equal or greater length to the specified nails maybe sabstitutued unless otherwise
prohibited.
FULL LENGTH SHEAR PANEL5 L __A
PER WCFM 110 WINDLOAD GU DE.
PERIMETER NAILS= Sd @ G" D.C.
FIELD= 8d @ 12" O.C.
33%xq'-7"=3'-2" REQUIRED
r"N LEFT SIDE
SCALE: /4"= '-0"
5
\DDITION
-VAT I
EX. STAIRS
NOT SHOWN FOR CLARITY
FRONT ELEVATION
FULL LENGTH SHEAR PANEL
PER WGFM 110 WINDLOAD GU DE.
PERIMETER NAILS= 8d @ G" D,C,
FIELD= 8d @ 12" O.G.
33%x8'-0"=2'-8" REQUIRED
ALL TRIM,
SIDING,
ROOF SHINGLES,
GUTTERS,
ETC.
TO MATCH
EXISTING
SHEAR WALL SCHEDULE
PER WFCM 110 NPH EXPOSURE B
WIDTH = 8'-0"
LENGTH = q'-
" ASPECT RATIO (LIN) = 1.00
N I DTH
(n
PER TABLE q'-7"
33% FOR 7" SHEATHING w/8d COI'NMON NAILS
LENGTH
U
PER TABLE II
33% FOR rG-71, SHEATHING w/8d COI'NI"ION NAILS
FULL LENGTH SHEAR PANEL
PER WCFM 110 WINDLOAD GU DE.
PERIMETER NAILS= 8d @ G" D.C.
FIELD= 8d @ 12" O.C.
33%x8'-0"=2'-8" REQUIRED
EX. STAIRS
NOT SHOWN FOR CLARITY
REAR ELEVATION
NEW RUBBER ROOF
MEMBRANE WITH
COMPOSITR DECKING ON TOP
SLOPE TO GUTTER
R 38 INSUL
REWORK WOOD RAID
TYPICAL WALL_ CONSTRUCTION
WC SHINGLES ON
TYVEK HOUSEWRAP m
1/2" CDX PLYWOOD
2x4 STUDS @ IG" O.C. +1
FOAM INSUL
GNB PTD
J" CDX PLYWOOD ON TOP
OF DECKING AND BOTTOM OF
JOISTS
w/R 30 BATT INSUL
EX 4xG
NEW BIGFOOT
(-,--)CROSS SECTION
SCALE: /2"= '-0"
RAISE EX. DOOR
FLASH AS NEEDED
TI TLE:
PANTRY
CLOSET
DATE ISSUED:
JUN 15 2022 05/15/2022
HF-ALTH DEPT, REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
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TI TLE:
PANTRY
CLOSET
DATE ISSUED:
JUN 15 2022 05/15/2022
HF-ALTH DEPT, REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.:
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TI TLE:
PANTRY
CLOSET
DATE ISSUED:
JUN 15 2022 05/15/2022
HF-ALTH DEPT, REVISIONS:
DRAWN BY:
PROJECT #:
DRAWING NO.: