HomeMy WebLinkAbout1041 Route 28 - Section & DetailsWHITE ALUMINUM CAP WITH
DRIP EDGE ON ALL SIDES
OVER 1/2" COX PLYWOOD
It,+ + IxS "HARDIPLANK" RAKE TRIM
IxS 'HARDIPLANK" RAKE TRIM
"HARDIPLANK" LAP SIDING
TO MATCH BUILDING
1/2" COX PLYWOOD
3 5/8' 20 GA. MTL. STUDS
t AT 14" O.C.
WHITE ALUMINUM CAP FLASHING
r-�
IxS 'HARDIPLANK" TRIM
PVC CROWN MOLDING
I
"HARDIPLANK" SMOOTH PANEL
OVER 1/2" COX PLYWWOD
I I
WALGREENS SIGN CABINET
SUPPLIED AND INSTALLED
BY WALGREENS SIGN CONTR.
YUT
TRIMMED COLUMN
ENCLOSURE BEYOND
4%' WHITE ALUM. ACCESS PANEL W/ KEYED
LOCK TO ELEC. J -BOX MOUNTED CN
Er'kCH SUPPORT COLUMN.
SEE DETAIL l/AS.I
CAST STONE CAP
�COLOR: LIMESTONE
TO MATCH BUILDING
A6:1 II�QE EFS & A66MIATEs
206 AYER ROAD HARVARD, A 978-456-6905
/
/// "HARDIPLANK" TRIM I RCI_II ID,EC1
TO MATCH BUILDING
/ "HARDIPLANK' SIDING DRAWINGS/SPECIFICATIONS BY:
0 TO MATCH BUILDING ❑ WALGREENS'
T _
i ALUM. COPING/DRIP EDGE ® LANDLORD'S CONSULTANT
TO MATCH BUILDING
ALL CONSTRUCTION WORK, UNLESS NOTED OTFIERWI SE, BY:
r / ❑ WALGREENS' CONTRACTOR
n I
13 LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
�- STORE BUILDING
NEW . . . . . . . .
El
........
Z INTERNALLY ILLUMINATED REMODELING .... .
C
SIGN OX 10.8 S.F.RELOCATION EXISTINGDnOVI2-7nU PHARHAM ATTACHMENT TO STEEL.. . .. ❑
.. ❑
`~ I NEW SHELL ONLY
COLUMN DETAILS BY OTHERS ❑ El
WALGREEN'S SIGN CONTR. '
- I
I
rt I
""HARDIPLANK'
OA DIPLANK' TRIM
I SIGN LENGTH.
I I
AS.I I I
SIGN AREA SUMMARY —
PROVIDED
PRIMARY PANEL:
17.80 S.F.
READER BOARD PANEL:
TOTAL SIGN AREA:
17.80 S.F.
O
SINGLE -POUR coNc. BASE
U
ry
�
o
SCALE: 1/2„
I I
•d
..
d
o
� I
o
12 -8 -OL SEC WALGREENS IST REVIEW
A6:1 II�QE EFS & A66MIATEs
206 AYER ROAD HARVARD, A 978-456-6905
/
/// "HARDIPLANK" TRIM I RCI_II ID,EC1
TO MATCH BUILDING
/ "HARDIPLANK' SIDING DRAWINGS/SPECIFICATIONS BY:
0 TO MATCH BUILDING ❑ WALGREENS'
T _
i ALUM. COPING/DRIP EDGE ® LANDLORD'S CONSULTANT
TO MATCH BUILDING
ALL CONSTRUCTION WORK, UNLESS NOTED OTFIERWI SE, BY:
r / ❑ WALGREENS' CONTRACTOR
n I
13 LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
�- STORE BUILDING
NEW . . . . . . . .
El
........
Z INTERNALLY ILLUMINATED REMODELING .... .
C
SIGN OX 10.8 S.F.RELOCATION EXISTINGDnOVI2-7nU PHARHAM ATTACHMENT TO STEEL.. . .. ❑
.. ❑
`~ I NEW SHELL ONLY
COLUMN DETAILS BY OTHERS ❑ El
WALGREEN'S SIGN CONTR. '
- I
I
rt I
""HARDIPLANK'
OA DIPLANK' TRIM
I SIGN LENGTH.
I I
AS.I I I
SIGN AREA SUMMARY —
PROVIDED
PRIMARY PANEL:
17.80 S.F.
READER BOARD PANEL:
TOTAL SIGN AREA:
17.80 S.F.
—� GENERAL NOTES
THE READER BOARD PYLON SIGN MUST BE INSTALLED
FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE,
THE FOUNDATION WITH STUBBRD-IN CONDUITS WILL BE
INSTALLED BY THE LANDLORDS CONTRACTOR AT THE
EHE LE ASE
THE LtT POSSIBLE DATE AFTER THE EXECUTION OF
SIGN PYLON SIGN WILL BE ELECTRIFIED AS SOON AS
q PYLON SIGN ELEVATION POSSIBLE AFTER INSTALLATION.
SCALE, 1/2" = V-0" SHOP DRAWINGS
SIGN
SHOP DRAWINGSUTO IWAt2�REENS FOR
APPROVAL PRIOR TO CONSTRUCTION.
WORK RESPONSIBILITY.•
TURN L UCT N OF UG
CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE,
ELECTRICAL POWER DATA CONDUIT FOUNDATIONS,
AND MONUMENT SIGN BASES ARE 6Y LANDLORDS
CONTRACTOR .
10'-2• M
FoJN ATIO AND C I AL 0 R S L BY
WALGREENS ALL OTHER WORK BY WALGREEN'S SIGN
I CONTRACTOR. _
COORDINATIONS:
in FOUNDATIONCONTRACTOR, PRIOR TO INSTALLING
FOUNDATION, SHALL:
r - - 1. VERIFYESMITREQUIREMENTS WITHWALEN
in
2. OBTAIN BOLT CAGE FROM WALGREENS SIGN
CONTRACTOR
LLL�
ALREQUIRED PERMITS SHALL BE OBTAINED BY
WALGREENS SIGN CONTRACTOR.
6" 50. STL. TUBE COL. W/
CAST
STONE BASE
BASE PLATE AND LEVELING
�— COLOR: LIMESTONE NUTS SUPPLIED AND INSTALLED
TO MATCH BUILDING BY WALGREENS SIGN CONTR.
/ SCALE: 1" = 1'-0"
MOESER & ASSOC. 2006 BASE w/ CONST. BULLETINS 070501 - 070544
SEE 5/E4.1 FOR CADD PLOT:
ADDITIONAL DETAILS. ;iCALE:AS NOTED DRAWING NO.
DRAWN BY.
VOID PLOT: SEC AA 1
DATE: 8-25-06 h► ■ rl
RELEASED TO
CONSTRUCTION REVIEWED BY:
SAM
MOESER & ASSOC. JOB 4405117
[XXIECONT.
SINGLE -POUR coNc. BASE
FOUNDATION PLAN
SCALE: 1/2„
•d
..
d
12 -8 -OL SEC WALGREENS IST REVIEW
NO. DATE BY DESCRIPTION CONST
"HARDIPLANK" SMOOTH PANEL
REVISIONS
OVER 1/2" COX PLYWWOD
CERTIFICATION AND SEAL
Ix3 "HARDIPLANK"
I HEREBY CERTIFY
WEATHERPRIOF JUNCTION
CORNER TRIM
THAT THIS PLAN AND
BOXES OVERHAND HOLES
SPECIFICATION WAS
O
BY SIGN COITRACTOR.
WTH ACCESS
IASONRY
2x_ P,T. $LK G SECURED
PREPARED BY ME
OR UNDER MY DIRECT
N1
BASE
FOR
FDR ACCESS TO WRING.
TO Lx: STEEL COLUMN
SUPERVISION AND THAT I
�
GROUND
AM A DULY REGISTERED
d d
d d•
ROD
ARCHITECT OR ENGINEER
_ ..
CONNECTION- DATA C
=,•:'; "
2'-0" MIN.
UNDER THE LAWS OF THE
STATE OF MASSACHUSETTS
BY ELECTRICAL ,:: • T
CONTRACTOR
SEPARATION OF
AS SIGNIFIED BY MY HAND
PO
CONDUITS REQUIRED
AND SEAL.
FOR FULL RUN
MN
Mn1"
DET�IL
FISCAL 2006 CRITERIA - STORE V 10460
SEPARATE DATA AND POWER INTO DIFFERENT STEELTUBI COLUMNS.(D-1REENS
ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTINGALE:
= 1'-0"
WALL
CONDITIONS, SEE ABOVE).
(SEC) ROUTE 2.8 & FOREST ST.
ALL CONDUCTORS SHALL BE PROY.DED W/6' OF SLACK A30VE
FOUNDATION FOR FINAL CONNECTON-BY SIGN CONTRACTIR, ALL
YARMOUTH, MASSACHUSETTS
CONDUCTORS TO RUN CONCEALED.
PYLON
S I
SECTION
GROUNDING DETAIL
DRAWING TITLE
_GN
READER BOARD PYLON SIGN
/ SCALE: 1" = 1'-0"
MOESER & ASSOC. 2006 BASE w/ CONST. BULLETINS 070501 - 070544
SEE 5/E4.1 FOR CADD PLOT:
ADDITIONAL DETAILS. ;iCALE:AS NOTED DRAWING NO.
DRAWN BY.
VOID PLOT: SEC AA 1
DATE: 8-25-06 h► ■ rl
RELEASED TO
CONSTRUCTION REVIEWED BY:
SAM
MOESER & ASSOC. JOB 4405117