HomeMy WebLinkAbout2023 Sign off Transmittal - Front Canopy *Sunbird Resort t,Yq TOWN OF YARMOUTH
HEALTH DEPARTMENT
.''', PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Building Site Location: 7,r,�6 ,7/.i717S/
Proposed Improvem�e t: �� Gi,/�� /''4"/ '9M/k k' r/ e- T 2�02/`'
Applicant: 5c/4.43//2, v2�- j/Z-% Tel. No.: 5 g?/964
Address: 2/6 ,212re Date Filed: 000.e>cf?
**If you would like e-mail notification of sign off please provide e-mail address: CsW-- GC/,4t 71 gr1 4.
Owner Name: 5 V/1//Y Gc
Owner Address: /2.17? eE% 6:44/ Owner Tel. No.: gal
,A41
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,
RECEIVED and septic system location;
APR 28 on (2.) Floor plan labeling ALL rooms within building
(all existing and proposed)—
HEALTH DEPT, Note:Floor plans not required for decks, sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
REVIEWED BY: ALA,-0, • = DATE: Z--
PLEASE NOTE
COMMENTS/CONDITIONS:
fr -D-41/L/1t4-)
D—BOX
RIM EL.=12.9±
INV IN 4,, Pvc—a. — 10. 2+
LIQUID LEva—a. — 10. 4+
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SIDE WALK
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ASPHALT CURB DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
6X 12 GRANITE STONE CURB
ASPHALT (2" BASE +2" FINISH)
COPMPACT AGREGATE(6" MIN.)
COPMPACT SOIL
!" BASE +2" FINISH)
AGREGATE(6" MIN.)
COPMPACT SOIL
6X 12 GRANITE STONE CURB
ASPHALT (2" BASE +2" FINISH)
COPMPACT AGREGATE(6" MIN.)
COPMPACT SOIL
CONCRETE BEDDING
SECTION B
SCALE: N.T.S.
WALK
., I�.u.,.- EDDING
Mistry Associates, Inc.
Consulting Engineers
Planners
Land Surveyors
315 Main Street
Reading, MA 01867
Tel: (781) 944-6400
Fax: (781) 948-9908
RECEIVED
APR 28 2023
HEALTH DEPT.
CHITECTURAL
1 Y
No. Revision Date Apvd.
Designed by. Nalin Misery
Drawn by: Nalin Misery
Checked by: Nalin Misery
CAD checked by: Nalin Misery
Approved by: Nalin Mistry
Yarmouth�F(oor plans1216
File Name: Main, Yarmouth. Cape
Scale: AS SHOWN Date: 4/03/2023
Project Title:
SUNBIRD CAPE COD
RESORT
216 MAIN STREET
WEST YARMOUTH, MA.. ,
Issued for:
PERMITTING
Drawing Title:
SITE ENTYRANCE PART
PLAN
OF MASS"
'4
Nalin M.
Misto, r
Drawing Number
A-1
Sheet 1 of 4
Project Number
445550
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NORTHWESTERN ELEVATION
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(PROPOSED)
MAIN ENTRANCE
REMOVE EXISTING CANOPY
& FOUNDATION
REMOVE EXISTING SIDING
PROPOSED NEW CANOPY
& FOUNDATION
PROPOSED NEW SIDING TO
MATCH WITH EXISTING
BLDG. SIDING
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Mistry Associates, Inc
Consulting Engineers
Planners
Land Surveyors
J I-) 1VIU111 OL�CCL
Reading, MA 01867
Tel: (781) 944-6400
Fax: (781) 948-9908
RECEIVED
APR 2 8 2023
HEALTH DEPT.
CHITECTURAL
No.l Revision I Date {Ar
Designed by: Nalin Mistry
IDrawn by: Nalin Mistry
(Checked by: Nalin Mistry
ICAD checked by: Nalin Mistry
Approved by: Nalin Mistry
Yarmouth\Floor plansQ 16
File Name: Maim, Yarmouth. Cape
Scale: AS SHOWN Date: 4/03/2023
Project Title:
SUNBIRD CAPE COD
RESORT
216 MAIN STREET
WEST YARMOUTH, MA.
Issued for:
PERMITTING
Drawing Title:
ELEVATION
Drawing Num
EXISTINGIBUILDING
I-----------------------
II II
Ir-1L------------
-----------
-----------------------
II
1 L — — — — — — — — — — — — — — — — — — — — — --
- — — — — — — — — — — — — — — — — — — — — --
II
----------------------
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11 II r ----------------------
1 II
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It IILnI!
;=
c) bb
lotl I I I I I I I I I I
I Li I I I I I I I I I 1
—i��
3/411 ezak
W5 x 16 column
77:1 downspout
4 x 3/4 ezak comer
20" dia. sonotube/
c1q
------------------------ Howe type
It
TRUSS 24 O.C.
-----------------------
t--I--� j
II II
-----------------------
11 I
-- — — — — — — — — — — — — — — — — — — — --
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-----------------------
-----------------------11_
It I1
-----------------------
11-7 I
PWT treated LVL beam
------------------------ 1 5 1/4" wide x 11 7/8" deep
II iI
-----------------------
It II
�rT-�-LI I I i
II1 t 11
Ibl Iald 09 1 1 1 -1 — 11
1
I- /-iJ
2 x 4 outriggers @ 16" o.c. I 1
21-0
PLAN
1-4#
4-3/4" dia. anchor bolts
by 16" with 2" hook
4- #5 both direction 11 X 11 X 1/2" steel base
plate over I gout pad
6- #5
# 4 hoops @ 12
20" dia. sonotubc
11"
column boxing
PLAN SECTION A -A
I_3,_o<J
L3-_o•J
1 0
footing foundation details
PLAN
minimum
1'-3"
SCALE 1/211
161-00
EXISTING BIJILDING
12
I - 4/-5
W5 x 16 COLUMN
ON
A
C)
J
DOWNSPOU LOCATED q--q
AT EXTER101 COLUMNS ONLY -0
11 X 11 X 1/2" STEEL PLATE
4-3/4" DIA. 10" X 2" HOOK BAR
20
A DIA. SONOTUBE /-0#
IF
F;
4'-0" MIN. BELOW GRADE CD
28 L
3'X 3'X 1'-3" FOOTING
-J31-0#L .13 /—O#L
PWT treated LVL beam
5 1/4 wide x 11 7/8 " de
DETAIL A
SECTION 1-1
Simpson Model # H I OA-SS
hurricane tie (typ. each end)
stainless steel 1 1/4" wide X 18" long
Simpson Model # MSTA 18
tension strap at each face of beam
stainless steel Simpson
Model # CCOQ4-SDS2.5
SECTION 2-2
SCALE 1/411
SCALE 3/411
Mistry Associates, Inc.
Consulting Engineers
Planners
Land Surveyors
315 Main Street
Reading, MA 01867
Tel: (781) 944-6400
Fax: (781) 948-9908
RECEIVED
APR 2 8 2023
HEALTH DEPT
TUFAL
Y
No.1 Revision I Date JApvd.1
Designed by: Nalin Mistry
Drawn by: Nalin Mis"
Checked by. Nalin Mistry
CAD checked by: Nalin Mistry
Approved by: NalinMisfty
04q"CCEM3517115 �'40 I—oulffloor plans\216
File Name: Main, yarmouffi. Cape
Scale: 1/32" 1 Date: 3/28/2023
Project Title:
SUNBIRD CAPE COD
RESORT
216 MAIN STREET
WEST YARMOUTH, MA.
Issued for:
PERMITTING
Drawing Title:
FRAMING STRUCTURE
OF P44
Nalin M. GJ
mistry,
27335
Drawing Numberl
S-1
Sheet 3 of 4
Project Number
445550
I
3/4" "i' & G ro � f
she�hing
1 roof truss)
\proposed
canopy
GENERAL NOTES FOR NEW ENTRANCE CANOPY
ROOF LOADS:
1. Dead Load: 10 PSF
Snow Load: 30 PSF
existing wall`s�uds
/(1-1nd sheathing �
2- 16d nails at eac stud
j2 x 4 wood nailer
I
existing building /
SECTION 4-4
TIMBER FRAMING:
1. Dimensional lumber shall be as follows:
Spruce -Pine -Fir No.1/No.2 grade
,<<F
C.L. LVL
M
existing thin brick veneer and
setting bed to be removed as
necessaryto construct new roof canopy
pY
existing wall sheathing
existing 2 x 4 @ 16" o.c. stud wall
I / existing Nil
2x 4 wood nailer attached to
Hof� s;S\=::: exisi ng wa�� siucTs i�iroug� s�eat�irig---
i
i
i
beam -------------
roof truss
C'`, _ T , _ T ,VT , hea m
limits of new 3/4" T & G roof
sheathing at canopy
---------------------
PLAN VIEW
existing 2 x 4 wood studs
fY)
0
Mistry Associates, Inc.
Consulting Engineers
Planners
Land Surveyors
315 Main Street
Reading, MA 01867
Tel: (781) 944-6400
Fax: (781) 948-9908
CHITECTURAL
2. Wood sills bearing on concrete or brick and wood ledger boards shall be pressure treated y I
2. Wind and seismic loads as per ASCE 7-10 as incorporated by the Ninth Edition of the Southern Pine No. 2 grade or better. Pressure treatment shall be made with MCQ
Massachusetts State Building Code (Micronized Copper QuatenarY)a lied at a _retention rate of .25 lbs./cu. ft.
pp
3. Prefabricated wood roof trusses shall be designed, detailed, and manufactured by a
EXCAVATION: qualified truss manufacturer for the dimensions, loads, and overhangs indicated on the
J.
�w
u..
drawings. -__._. ' t 1 Y
1. Excavate to lines and grades required to install the foundation as detailed or as required to
place the bottom of the footings on bearing material approved by the Engineer.
2. The bottom elevation of the footings shall be established by site conditions encountered in
the field.
BACKFILL:
1. Backfill around footings and piers with clean, well -graded sand and gravel.
2. Carry backfill up evenly on each side of the piers to prevent overturning and dislocation
CONCRETE:
1. Comply with ACI 310-20, Specifications for Concrete Construction, and ACI Recommended
Practices for Concrete Formwork, Transporting and Placing Concrete for details not
otherwise specified.
2. Compressive strength at 28 days when tested by ASTM methods shall be 4000 PSI.
Maximum aggregate size shall be W.
3. All concrete work shall conform to ACI 318-19 Building Code Requirements for Structural
Concrete and latest revisions.
4. Reinforcing steel shall conform to ASTM A 615, Grade 60.
5. Concrete cover for reinforcing shall be as follows:
Concrete placed directly on ground: 3"
Formed faces of concrete exposed to weather or earth: 2"
STRUCTURAL STEEL:
1. All structural steel work shall be in strict accordance with the AISC Specifications for the
Design, Fabrication and Erection of Structural Steel for Buildings.
2. Steel:
Hollow Structural Sections:
Steel Plates:
Anchor Bolts:
ASTM A500 Grade B, Fy = 46 KSI
ASTM A36, Fy = 36 KSI
ASTM A307
3. Welding shall conform to AWS D1.1 - 82 and shall be done by certified welders for all shop
and field welding. Use E70XX electrodes.
4. Structural steel shall receive one coat of shop primer paint and one coat of finish paint for
steel that is exposed in the final condition.
5. The Contractor shall provide temporary bracing and shoring against wind forces and all
other construction loads throughout the progress of work.
a. All nail plate connections and splices shall be designed and detailed by the truss
manufacturer.
b. Roof truss designs shall be submitted to the Engineer for approval prior to initiating
fabrication.
c. Standard Howe type trusses are shown for interior roof trusses and a gable end truss will
be
required at the face of the roof canopy.
d. The Contractor shall install and maintain temporary bracing of the roof trusses in
compliance with the manufacturer's installation instructions.
4. PWT Treated LVL beams are to be used for the beams supporting the roof trusses, with the
following design parameters:
E = 2,000,000 PSI
Fb = 2800 PSI
Fv = 285 PSI
Fc perpendicular to grain = 850 PSI
Cut ends of the PWT Treated LVL beams shall be coated with sealant to minimize moisture
wicking. The top surfaces of the LVL beams shall be covered with flashing or flashing tape as
per the manufacturer's instructions. Exposed surfaces of the PWT Treated LVL beams shall
be painted or stained at the discretion of the Owner.
5. All metal connectors and fasteners that are in contact with preservative treated wood shall
be stainless steel.
6. Light gage metal connectors shall be as manufactured by Simpson Strong -Tie Company.
Provide the total number of fasteners designated by the manufacturer for the indicated
connector type unless noted otherwise.
7. Roof sheathing shall be 3/" Structural -Use plywood, exterior type fastened to supports with
8d common nails or ring shank nails spaced at 6" on center at panel edges and 12" on
center intermediate. The long direction of the plywood shall be perpendicular to the roof
trusses and end joints shall be staggered.
CONSTRUCTION:
1. The Contractor shall field verify all dimensions and elevations shown on the Plans prior to
proceeding with the fabrication or installation of any materials.
2. The Contractor shall report any site conditions that would be detrimental to the proper
completion of the work to the Engineer prior to proceeding with the affected construction.
3. Demolition work is required to remove the existing entrance vestibule structure and to
open the facade of the existing structure where the new PWT Treated LVL beams will bear
and where the new roof sheathing will be attached to the existing structure. The existing
thin brick veneer and setting bed shall be completely removed over the limits of the
existing end wall to which the new roof canopy will be attached. Existing wall sheathing
shall only be removed to the minimum extent necessary to install the new beams and
support structure.
exist,
1JLAb .. %-r %-F ill
SECTION 3-3
.,�r. 1-1 �- a- ____
Wall
No. Revision Date Apvd.
Designed by: Nalin Mistry
Drawn by: Nalin Mistry
Checked by. Nalin Mistry
CAD checked by: Nalin Mistry
Approved by: Nalin Mistry
28
Yarmouth\Floor plans�216
File Name . Main, yarmouth. Cape
Scale: AS SHOWN I Date: 4/03/2023
Project Title:
SUNBIRD CAPE COD
RESORT
216 MAIN STREET
WEST YARMOUTH, MA.
Issued for:
PERMITTING
Drawing Title:
FRAMING STRUCTURE
OF MA
�=g Nalin M. Gs
� Mistry r�
`U 9 27335 Ord
ik'Q.P �615 V`?IC
Drawing Number
S -2
shoot 4 of 4
'ro ject Number
445550
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