HomeMy WebLinkAbout2022 Sign off Transmittal - Construct Commercial 7 Bay Building '4
7
-Yfk TOWN OF YARMOUTH
HEALTH DEPARTMENT
,L,s0,, PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To be completed by Applicant:
Site Location: LO-1- ' 2—,2 t CIS s4- cit Nlm PO4- ( A (n
Proposed Improvement: C(Y)..-&VV.()CA" 7~ I (rl ° ( 4-`( al,c r ba --' ipe,--,
Applicant: SC:Wit Dot kL( W,S 7 i to j Tel. No.: 5--a g 6o�'j4/-5/4
Address: 2S- GI r e..c: - W -ear) ad, LJA if- 41-,. Date Filed: i Z-1,57-7,
**If you would like e-mail notification of sign off please provide e-mail address: PYX.( i( L4 OS64 Gd d6l16 x"- ,5116 1 16
Owner Name: .) ct- bb ILL( C&- S *3 (Yl S
Owner Address: '4A— \l'e- _ Owner Tel.No.: J
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:
Gam iVATID (l.) Site Plan showing existing buildings, water line location,
UEL 1 & 2021 and septic system location;
(2.) Floor plan labeling ALL rooms within building
HEALTH DEPT. (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: . G' -jDATE: --61YJ,EASE NOTE
COMMENTS/CONDITIONS:
NOTESA.
SYSTEM PROFILE �wwE K¢N a°PDM 11 1 A
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ST
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6. A DUALS TO�.I 1.rnnE s.T 61.95' 9 6,.70. {-_ -Mg. , _ /~
•
AND NOT To se own MR Lo Lew sums �� B.] Mr
N.Nr Dnu rti u aur .:f:9;` X'.'q8`�`S: .Nu�c/oa uma .......a ....I I
ra sus(SYSTEM,°sd.e-. .TMC INSTALLER 5 ALL µ7.'_1OUND COAL CAT R:wND sIPW E.w <JI Lwn a9w[B F7cN SDE
BgLOEILICTDRE
TIOONNSSE AL UTILITIES AND C L9PPCII°N.ItKuI IRO <Now a Prr�a m corset or Arc,vs P Res •
LETS AND -
It
OBTAINED FROM s ELEVATIONS0PRIOR i INSTAL..am I , i V,
sows a NEALN. F SEPTIC SYSTEM _
OSM(i ew.w.-Tiv)LD'' I�'S,Bwx w.) I-s slap (=K N., -r_L
NEWER.E1L WW1..All UMENGROLO•0
Ow= m FOUNDATION- 45' -SEPTIC TNM- 5' -D'BOK 15' LEACHING
AC S DDND LOCUS MAP
11 ANY UNSLIABLE MADRID ENCOUNTERED SCALE 1--10001
r, ,5,7.2 LBAPNc IAouTr. M0µ° ASSESSORS MAP 93 PARCEL 23.2
SITE 0 LOCATED WITHIN THE 000001
TEST HOLE LOGS PROTECTOR DISTRICT(ZONE 11)
VERTICAL 041110 NA0D66
NGiNEER:CRNG J.FERRARI, E 1J6J1 HORIZONTAL DAVM:MA STATE PLANE
HADBS U.S SURVEY FOOT
WITNESS:NI"ION NONNE
DATE: /11/01 ZONING SUMMARY
RC.RATE_ <2 MIN/INCH PARKING CALCULATIONS:
ZONING DISTRICT. BS BUSINESS DISTRICT
CLASS SOILS INDUSTRIAL: REWIRED: PROVIDED:
t SPACE/:OCCUPANTS MIN.LOT SIZE 40600 S.F. 110,409 S.F.
E'er �-I 26 PACE/235 -,]SPACES REO. MIN.LOT FRONTAGE 100' 100.0'
11 4 A, SE 4 a, .FRONT SETBACK 30'
N.IDE SETBACK 10' 10.5'
LS 19 SPACES PROVIDED INCLUDING 1 HANDICAPX REAR SETBACK 30'BUILDNG COVERAGE 35W 9Z 6
MAX.BUILDING HEIGHT 35'
6' IDlR 3/2 81.5' 9' tOM]/2 SYSTEM DESIGN: OWNER OF RECORD TOTAL O
IMPERVIOUS
R G LINE70 so•
B
Ls GARBAGE DISPOSER IS NOT ALLOSE° SID INVESTMENT LLC
OPN5 SPEAK EASY NAY
1015 6/8 10.6/e 750 S.F.OFFICE O 75 GPO/I000 S.F. - 57 D ARS..MA 02645
24' 6O 16' 62.6' 26 ADDITIONAL WORKERS K 15 GPO/YORKER - 390 GPO n
TOTAL DES.FLOW ESTIMATE-447 GPD REFERENCES
Lt C1 DEED BOOR 31921 PAGE 142 b
FBL ,Si. SEPTIC TNM:447 GPO(2)-894 GAL 1ST COMP..447 GAL 2ND. PLAN BOON 291 PACE 3.PB 306 PG 76,622/74,
10YR 5/3 • 1014 5/3 USE A 1, GAL DUAL COMPARTMENT SEPTIC TANK 1000/500 OK PB 676 PG 46
Z-
11-5-1878 TOWN MEETING ACCEPTANCE SUMMER ST
Be 55' 38' Al' LEACHING:
C2 ���]// CA SIDES.2(33.5 4 12.83)2(.70)-137 GPD SITE DISTURBANCE
Ms .DIOE FS BOTTOM 33,5 5 12.63(.74).315 GPD PROPOSED SITE OSTURBANCE=36.000 SF3 003 AC.*
1515 7/4 40YR 7/4 TOTAL: 615 SF. 455 GPD
POCKETS
132' sr 132• DF SILT 56' USE(3)SOO GAL LEACHING CHAMBERS(ACME OR ECON.)
VA.4'STONE AU.AROUND ,N
NO GROUNDWATER ENCOUNTERED AlA3
666`9-'OB
APPROVED GATE BOARD OF HEALTH .MA
LEGEND
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°� #24 EASY STREET
2.9!2,11 EL 655
(°3DS 1 . EKST;4,„ / YARMOUTH PORT, MA
�� (40 )) ,050 5 F,I
SLAB - .�_ ( Lam: �, � � PREPARED FOR
146 / 01.1°65° SAND DOLLAR PROPERTIES, LLC
- W /REL-(EKISFNG
]5 P. I`° ��fi DRAINPGE STRLK:TURES
ROOF /36.41�"E 0 DATE:AUGUST20, R COMMENTS)1
_ REV.:EVENOVEMBER 3,2021 (SPE MOV
RIM 65.2 -. REV.:NOVEMBER 30.2021 (REMOVE AG)
AR �_ 6_ ) Ny7 REV. DECEMBER 29,2021 (MOVE SAS)
RIM 65.0DISNIN -) i,, A ` K1` 'W /E \ 50601'-20
I K ` ` ®m TeTii 505-362-041
Er 508-362-WC
u. we cne eeerqme
.
..4.4 engineers
urveyors
'II DANIEL A OJNLA.RE..P.s ATE ds
010 .e1 20.01675
60.lanF MA
DCE #21-241 I 1 SHEET 1 OF 2 ..
DOWN CAPE ENGINEERING, INC.
939 Main Street
Yarmouth Port, MA 02675
508-362-4541
Transmittal DCE Job# 21-241
Date: June 15, 2022
To: Randi Mellot, Steve Bobola
From: Priscilla Leclerc
For pick up.
Enclosed is the Site Plan Set of 24 Easy St, Yarmouth Port, MA, prepared for Sand
Dollar Properties, LLC,revised June 10, 2022, (2 red& 2 black) 4 sets total.
Please call/email should you have any questions
RECEIVED
JUN 15 2022
HEALTH DEPT..
DOWN CAPE ENGINEERING,INC.
939 Route 6A,Suite C
Yarmouth Port,MA 02675
telephone: 508-362-4541
fax: 508-362-9880
priscilla@downcape.com
HAUNCH SLAB REF NOTES;
REF CL COLUMN OVERTOP OF
COLUMN ANCHOR BOLTS FOUNDATION WALL ZH �F �/qss�
REF COOAND LAYOUT
OUT DWITHIAMETER 1. REFER TO DRAWINGS BY SUNWARD STEEL BUILDINGS DATED 11-09-21 FOR ALL DETAILS ,�� MARK A. �y
ANDLAYOUT STEEL
GRADE AND DIMENSI❑NS NOT SHOWN. MCKENZIE
5" THICK REINFORCED SUNWARD STEEL BUILDING
CONCRETE SLAB W/ DRAWINGS. EMBED ANCHOR —_—X—X—X—X--X— 2 ALL ANCHOR BOLTS TO BE EMBEDDED A MINIMUM OF 12", o CIVIL
I /f-111=1II o 3, ALL STEEL REINFORCEMENT TO BE 60 KSI MINIMUM, " No. 39068 N
N 4xELDED IRE F 3" O.C.IRRUPS @ BOLTS 12" MINIMUM 4, ALL CENRETE TO HAVE A MINIMUM STRENGTH OF 'PfCISTT�
GRADE � ^' WELDED WIRE FABRIC 3" O.C. AT TOP
^ OF PIER
—11-1=1.1 FOOTINGS: 3,000 PSI 'FSSG
WALLS. 3,000 PSI .
— —_—X—X—X— ry �— e—X—X—X—X
—�(� IONAL
i l 111 I I— — .n....�.._
_I1 SLAB: 4,000 PSI
JSHELF
#4 HAIRPIN @ PIERTOP & BOTS5, ALL LAP SPLICES T❑ BE A MINIMUM OF 30 BAR DIAMETERS.
10 112" STEM DASHED LINE - jI AROUND COLUMN 6. LAP SPLICE ALL WELDED WIRE FABRIC A MINIMUM ❑F 12 INDICATES FACE OFANCHORBOLTSx4g"Y�p� 7, REFER T❑ ACI CODE F❑R ALL C❑VER REQUIREMENTS, STANDARD DIMENSIONS AND BEND 12-14-21
(2) #5 HORIZ FOUNDATION WALL �I1 .F.,a....y..»r.a...q..„.. i.RADII FOR COLUMN REINFORCEMENT, HOOKED BARS, AND OTHER CODE REQUIREMENTS E❑RPROFESSIONAL ENGINEER
TOP & BOT. BEYOND (SEE 611
CAST -IN-PLACE STEEL REINFORCED CONCRETE,
o SECTION 1) REINFORCED CONCRETE ANCHOR BOLTS 8, INTERIOR LETTERS REFER TO PEDESTAL DETAILS, EXTERIOR LETTERS/NUMBERS REFER TO
„..,� .....
PIER (SEE PIER DETAILS SHOWN FOR REF • • COLUMN LINES IDENTIFIED IN THE ANCHOR BOLT PLAN,
w FOUNDATION DRAIN _ e I FOR SIZE &REINF.) 9, REFER TO SUNWARD STEEL BUILDINGS PLANS AND COORDINATE WITH OWNER FOR
TYP (BY OTHERS)
L❑CATION AND DEPTH OF WALL DROPS FOR OVERHEAD AND PASSAGE DOORS
REINFORCED CONC. 3 TYPICAL FROST WALL @ DOOR
o _ I FOOTING (SEE SCHEDULE S1 Scale / 1
342121 = ,_ i,
' r ......, . Is .. .ter..........., 7aL ..............»....a. FOR SIZE & REINF.)
.. .w::
"77Oil 1,01 1°-0" (3) #5 CONT. DASHED LINE INDICATES
HORIZ. FOR ADDITIONAL STRIP FOOTING BEYOND
01 31 -Off
INFO SEE SECTION 1 (SEE SECTION 1)
AND PIER DETAILS
REF REF V C'K E ` L
I E
1 112" TYPICAL FROST WALL TYPICAL WALL PIER 101121' 11 ENGINEERING
\1 %4'=F -O" Scale: Y4°
2'-5" CONSULTANTS
#4 STIRRUPS & TIES 44 STIRRUPS & TIES ltruw at a,it.e.0ronmentat
(8)#6 VERT. #4 STIRRUPS &TIES 6„ 6„ 10 3@4" O.C. TOP 6 1-1 i 3@4O.C. TOP 44 UNDERPASS RD, UNIT 2
W/MATCHING 3@4" O.C. TOP BALANCE @12" O.C. 'f
BALANCE @12°' O.C.
DOWELS BALANCE @12" O.C. (8)#6 VERT {l6)#6 VERT P.O. BOX 1879,
o _ REF D
774) 353-2144OWELS DOWELS o0 o C;
BASEPLATE 71 o
FOOTING SCHEDULE
FOOTING I.D.
SIZE
REINFORCMENT
F4
4'-0"x4'-0"xl'-0"
(4)#5 E.W. AT BOT OF FTG
F45
4'-0"x5'-0"xl'-0"
(5)#5 E.W. AT BOT OF FTG
& ANCHOR kz
BOLTS SHOWN REF ^
FOR REFERENCE I REF
ONLY, TYPICAL
TYPICAL REINFORCED CONCRETE PIER DETAILS
Scale: 4,, = P -fl"
>3
PITCH SLAB 1!8" PER FOOT
FROM REAR TO FRONT TO DIRECT
ANY FLUIDS TO FLOOR DRAINS.
GRADE AND COMPACT SOIL
BELOW SLAB TO PROVIDE
THE PITCH. SITE SURVEYOR TO PR
VIDE
�t
GRADES AT FRONT AND
REAR OF BUILDING TO DOCUMENT AS-
BUILT
PITCH
�t
El
V /
L3
W
W
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W
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u
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ni
3
0
JE1$ No.i
21-282
DWG
FOUNDATION
PLAN
DATE:
12-10-2021
SCALEi
3116"
-
V-0" U,N,O,