126 NORTH STREET - SIGN PERMIT P7 (o 3
FOOD STORES
OPEN�P HOURS
47 F.
GENERAL SPECIFICATIONS
REMOVE EX!STING SIGNAGE VARIES
EXISTING N EW PERIMETER LIG
REPAIR`ANY DAMAGE CAUSED 3�4T FIXTURES 2�;(A 2]. D
BOTH SIDES C-
BY DEMOLITION SO NEW ACV FASCIA Pi 11111C 1 L CN
PANEL SYSTEM 4,15,00 8 FT.
STRUCTURA' SYSTEM CAN BE IMAGE IMAGE I A) PREPARATION: LLJ
ADDED 1) INSURE THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINE
--2.20-� AND ARE PROPERLY DISPLAYED,
2) PRIOR TO ANY TRAFFIC ON' ROOF, PROTECTION MUST BE
07/0 UPRIGHT PROVIDED IN THE FORM �OF PLYWOOD OR SIMILAR MATERIAL
GALVANIZED STEEL PLACED ON ROOF COVER!ING IN CONSTRUCTION AREA.
3) DEACTIVATE POWER TO AMY EXISTING FASCIA SIGNS.
------ ALL .070
13, DEMOLITION:
STRUCTURAL 1) ALL EXISTING SIGNAGE TO) FEL REHOVED FROM FASCIA AREAS.
2) EXISTING DECK!N� AND COVERING CAN AND SHOULD REMAIN
SO GALVANIZED STEEL IF IN GOOD CONDITION.
3� ALL ROOF AREA FLASHING NOT TO BE DISTURBED.
4
I I I I T I OF TH E NEW FASCIA SYSTEM.
T I
INSTALLATION:
1 7 1.7..1-rI=1TT1=1TT1 1 .070 OUTRIGGER T 'STk-LF
L
1) ALL COMPONENTS 10 BE IN PER ROYSTON DRAWING SPE201
& SPE232 AND INSTA-LATION IN� PUCT'NS, REVISION A.
SUFPCRT
ALL INSTALLERS 0 BE
U11 IN J VAL DATjON
GALVA141ZED STEEL INSTAL I NI
WARRAN7t . tcc
m
--- T-L7-41 I I I I - H , 3) DISRUPTION OF THE DAILY STORE BUSINESS TO BE MINIMIZED.
1=77—1 7 T T
UND-R NO CIRCUMSTANCE IS STORE TO BE CLOSED WITHOUT
PRIOR APPROVA' FROM SOUTHLAND CORPORATION.
FT �75 V5
M,- T- li--T 4) ALL ADPLICA91 E-SAFTEY PRiOCEDURES TO PE FOLLCWED TO
1.866 O.D, INSURE NAT ALL POTENTIALLY HAZARDOUS ATiVITIES ARE
FRONT ELEVATION EXISTING IMAGE RETROFIT IMAGr_ 9 O'S DESIGN .75 EUMINA71).
IFROYSTCN Sccle: 1/4"�V-0"
LIGHT FIXTURE ROYSTON D CLEANUP: oc
MODFi SL-945C LIGHT FIXTURE 1) ALL $TAGING, SCOFFOLD NO, AND V.AT!ERJAI S TO BE PROPERLY CF)
JOINTS TO BE CAULKED W1 #12 14 X 1' MODEL SI--9A5O .051 PANEL STIFFENER STCWED AT THE END OFF EACH WORK�70AY SO AS TO POSE NO 2�
DETAIL S:I-ICCNE CR URETHANE CAULKING JOIN S TO BE CAULKED W/ THREAT OR OBSTRUCTOR TO SOUTHLAND EMPLOYEES OR -3�
SELFDP'LLING SCREW SILICONE OR URETHANE CAULKINC ALUMINUM Li
1-A2 MANSARD FLAS�ING W/ NEOP�E�,F- WASHER CUSTOMERS.
I USED ON FLASH�1, 21) ALL 714SH, UNUSED VATERALS, TOOLS, STAGNS, ETC. C-D 2
024 A-60 VERTICAL FLA-k'N'�' CD
GAVANIZED STEEL TO BE PROPERy D�SPOS7D OF AT COVPLFTIDN OF CONVERSION,
5.50 (-, F .024 A-5O STRUCTURAL MIEMBER DEIAILS
5.50 GILVAN7ED �-,�FL u
t A525-Al7r6-A60) E) WARRANTY:
0 F OIJTR!GCER SURF(,"77
-070 A-60 sccie: 3"= 1'-o" �jj
6.53 L 2412-14 SCREW L GALVANIZED ST71 1) ONE (1) YEAR W0RKMANSw!P AND MATERIALS APPLIES TO C):�
6.57 U THE COMPLETE S��EY AS INSTALLED,
EACH '—#12-14 X 1 2) IN ADD'70N, VAR�OUS COW'�NEINT WARRAN-IES WILL ALSO
OUTRIGGER SUPPORT) DETAIL SELFORILLIN(l, S��PF�' FLAT T07 C,-, APP-Y. FOR THESE SPEC'.:IFII'S, SEE SPECIFICATONS FROM
13.61 3-A2 13.61 —1 W1 N-OPJR-N- S ?(jo� THE FOLLOWING: C/� 5-:
MITSUBISHI KAS7
I TYR. ON FLASJJ�NC) I AYEROA - ACM (ALPOLIC) z
9.00 9.00 1 P7-UBISHI KAS"El ALAZ-FICA - ACV FINISH
3v COVY-FPCIAL GRAPH^�S - VINYL FILM
3) CCVMENCEVENT DATE BASED ON INSTALLATION COMPLETION LADEL
4-1/11"y,)" LA'� DOLTS 4-5/16"yy LAr
(F�JLL -E�GTH THREADS',, UDRI�HT C�AJ�NEL —77 " KILTS
I (FULL LENGTH T�",EADSl
TO V!,. 07 1 /2" Or. PLYWOD i 2" X 2.2" X :)70 1 F) MATERIALS:
I SLDSTqPT- C,'EAC� FF,41,'�. A-60 GALVANTED STEEI TO MIN. OF 112" CD F1-YW-`
141�200 2"x2.2'x2"x.G7O* (Tv-. A 7 PAC-A L C1 4 F.T. D.C.— I SU3STRATE 9 EA,'I- FPAYE-'�j 1) ALUMINUM COMPOS'TE MATERIALS:
M ALPOLIC A60 GALV. STEEL 14, 1 ��yp. AT EACH L FRAVF.) 91TSU9SHI VASE! AMERICA 310M THICK ALPOUC WITH
M POLYESTER COATIN(C
25 LA M UPRIGHT CHANNEL STRUCTURAL AN311 COLCR/CLOSS� FACE SIDE - ICE WHITE W/ 60% GLOSS
C
W STRIPES 0 4'-O'O.C. <
AN�5 OR LOGO #12-14 X 7/4' 2" X 2" X .07C A- 6r I REVERSE SIDE - W�ASqCOT PRIYER OR MILL
0ALVAMZED STEE! I OPTION POLYESTER.
SELFDRLLIN� SCREW
USED O\ ST'IPJ�I�RAL 0 4 F.T. D.C. 2� V�NYL FILM M CONTROLTA'� OR SCOiCHCAL .003 - .004 THICK
2-112-!4 S-RDv 1 �*xl'0 82"xO 070 �'l
(TYP- @ EACH (TvP'(,AL) ' 1 3 STEEL A�L A-60 GALVANIZED STEEL
81.53 1.051 PANEL STIFFENER A-EO GA�VANZED 4 5/16"x3" LAO P C1 1 4) PRESURE SENSITVE TAPE:, STICK Z - 3272 112' WOE.
1 CUTRIGGER SUPPORT)
i 1.47Cx.75'x1.8 CUT E R (f�LL LENGTH T�f6�,S)
IIALUM. (2 PER ANGLE 48 C^
2*x2"x.070' A-60 SJOPORT-TYP. 3 TO MIN. OF 1/ 11m, 11122IT-FLUORESCENT
48,00 19,7600 1 GALVANIZED STEEL 19 6_,� LOCAT�ONS SUBSTRATE C G) LIGHTS: LENGTH.V0"EL NUV9ER�AATTAGEJ AMPS
0 4 F.T. 0 C. (TYP. AT EACH L FRAVE 4'
2-#12-14 SCREW' SL-��43� 1 135 1 130
--4-5/16%3" LA� BOLTS (TYP. @ EACH .0.51 PANEL S-TFENER
1.470x.7�"x1.86" I FIyTUR-1S I SL-92EO & SL-9450, UL # E143F45 ru
11 111 (FULL -[�CTH THREADS) OUTRIGGER SUPPORT) ALUM. (2'PER PANEL) 2 SHELL: FADRICKED .029 A-60 GALVANIZED STEEL 'CONSTRUCTION.
- TO VIN. OF 1/2" CD PLYWOOD I - — - 3 BR4C<ET: FAEPOATED .063 A-60 GALVANIZED STEEL CON51RUCTICN.
-'A-- 0 EACH F34VE -I H-
1.5"x1'xo.32"x6.O7 (TYP. AT 4, FINISH: BAKED ON TGip POLYESTER POWD7R COATNG APPLIED m
2250 C SUBS-- I
A-60 GALVANIZE EACH L FR0)E,) I AF77 PREPARATION IN A FUE S7AE POWER CLEANER
OUTRICGI`R ED 1.5"x1'xC.B2'xO.070 PRETREATVENT SYSTEM. of� -
E=
14.1200 A-60 GALVANIZED PR'O'�, TO IN57ALLATON OF NEW CANOPY 5� REFLECTOR: FASPICATED .02,5 SPFCULAR FNISHEC ANOUZED ALUMINUM.
SUPPORT-IYP. 3 14. �00 C-JTRI�CER SUPPORT V--PTY EXISTING MANSARD CONSTRUCTION 6 BALLAST: HIGH POWER FACTOR, THERM�LLY PRCTECTED, RATED
LOCATIONS (TYP. 3 LOCATIICNS)
CCNSISTS OF CANTILEVERED OUTLOOKING FOR -20 DEGREE F. STARTING.
ITING
2412-14 SCREW 4-5/16"x3" I-Ar, BOLTS WOOD TRU3SES P 24" CLc- SUPPOR 7) LAMPFiCLDERS: ILL & CSA LISTED FOR OUTDOOR USE WITH NEOPRENE
L I I I 7xiCTING (A MIN. OF) 1/2" PLYWOOD '0" RING GASKET.
e, EACH (FULL LENGTH THREADS)
DETAIL OUTRIGGER SUPPCRT) I TO MIN. Or 1/2- CD PL-,�'COD V�NSARD IN ACCORDANCE NITH 8) FLOURESENT LAMPS: F48. F72, F96, T12 SP35 HO.
SUBSTRAE 0 EACH, FFAYE S�AJTPLANDS TYPI'AL BUILDING DPA',`I'N'C
(FULL LENGTH THI�EADS)
'00 TO M1. OF 112- CO PLYWOOD 9,00 (TYP. AT EACH L FRVE H) COLORS:
S111'1T1 1 11:1 FRAVF L 1) VINYL FILM: BR13HT ORANGE (3V VS5307)
11 1 1 ; ( -1. 1 1 DARK GREEN (3V VS2641)
9 2-A2 4-5/16"x3" LA' BOLTS
oN
(TYP. AT EACH L FRAVE.) E= �o
3.50 CARDINAL RED (3M VS2665) ><
2) ACM: ICE WHITE - q
3j EXPANDER TRIM: SOUTHLAND SIU.'ER (817-00" 1 -
5.6 \�-)�63 4 LIGHTS/TRIM/CAPS: SOUTHLAND BRONZE (852-`/u) Cn
3 %\\
3 EXISTING SOFFIT
TO REMAIN
EXISTING LIGHT FASCI�, DESIG CD -
OOF DESIGN , 90 M.P.H. WIND 00
SECTION SLOPE R SECTION VERTICAL FASCIA EXPOSURE Cy
50 P.S.F. SNOW LOAD
2
WEIGHT: 81.5" 41 LB,S. PER/LEN. FT. FRT�Fl RE ST COS'AT I WEIGHT: 81.5" = 36 LBS. PER/LEN. F-1. 1993 BOCA BU1DING CODE
Scale: 1"=1 —o" 18-0 O.C. IF REQ D. Scale: 1"=V-0" 1997 MASSACHUSETTS STATE
BUILDING CODE, 6th EDITION
U
------- -77"7�-
TOP SUPPORT CHANNEL JOINTS TO BE CAULKED W/ UPRIGHT CHANNEL
.070 A-60 SILICONE OR URETHANE CAULK, A-60 GALV. STEEL #12-114 X 1" SELF DRILLIN0.7—\ t C"i
GALVANIZED STEEL FLASHING 9 4'-0" D.C. z C)
SCREW W/ NEOPRENE WASHE LASHING z
(CONTINUOUS) //--- .024 A-60 .024 F cli
- EXPANDER VaNIMNIG ANG-E (TYP. ON Fi_ASHIN-.) 11 1
GALVAN:ZED STEEL A-60 GALVANIZED STEEL a-
o .070 A-60 GALV. STEEL
0 ACM PANEL 9 EACH I CHWil"l-
ROYSTON Lo 3 VM ALPOLIC
LIGHT FIXTURE 1 48 11 X 061, STRUCTURAL ANGLE 0
MODEL SL-9450 W/ STRIPES AND OR LOGO L4--- .670 A-il G�,I-V. SIEF� STRUCTURAL
-R 9 4'-0" O.C. .070 A-60
0 0 1 BOT-I EXPAND� GALVAIN17ED STEEL
r-—-I I PANEL C63 A-�6 4 F.T. C.C.
u
INI
Z
U
E
SI
TE
L
0
R
A
0
ED
C
r I
1 0-, GALVANIZED STEEL t —/0 2-11 12-14 SCREWS
L (Sol SILVER)
OUTRIGGER SUPPORT
STRLCTURAL O'-ITR!GGER 5',PPORT (Typ a EACH .07 -11
\\�I A
0 .070 A-60 �o .07C A-FO CUTRIGGER SJPPORT) LVANIZED STEEL
TRIM
GALVANIZED S'I E[i BOTTOM
@ 4 F.T. O.C. .029 A-60 GALV. STEEL
EXIST'ING FASCIA
)p EX STPU-URAL ANGLE REAR T�'M— 4-5/16"x�" LAS 9OLTS
TOP EXPANDER PANEL .070 A-60 CA-V. STEEL (FULI I T-PEADS)
EXPANDER MOUNTING V�L-A;7 .029 A-63 G-I-V. STHIL
.063 A-60 lO MIN. OF 1/2" CD PLYINDOD
GALVANIZED STEEL .070 A-60 (CONTINUOUS) (BRONZE) SIJBS'RAIE ?-1 EACH i DETAIL 3—A2
(SOUTHLAND SILVER) GALVANIZED STEE!- DETAIL 2—A2 r-31 (TYP. A7 EACH L FP�ME)
j.4-1ACM PANEL 15E
UPRIGHT CHANNEL
48" X 96" Z
3 MW ALPOLIC I SAI STEEL
W/ STRIPES AND OR LOGO .070 A-60 4'F5 Z—/
DETAIL 1 —A2
00
15 FT.
VAR ES Lj 1
13" 3.25" n r--
3.5 TO 5 3-25"
I SLOPED ROOF C-D
81.5" Al I-CS. FER/ LEN. FT. 9.25" 1 E�IGHT ORAN-OF <
/4"
1/4 x 1 3/4
MASONRY ANCHOR VE�TiC�l FASCIA 41.5" 6.5" �RK GREEN 4 -
ADJUSTABLE MOUNTING 6 5" -P/ LEN. FT.
�-; C3
81.5" = ol5 LBS P� I -a
-60 OW3 0 9.2 5' PRIDINA'L RED C' I
BRACKET A
UNIT WEIGHI:
GALVANIZED STEEL 2 5
Scale: 1 1/2"-l'-O" 3.25"
SECTION B—B NOTE: LOGO TO BE CENTERED IN BOTH
NEIIIAi FASCIA LAYOUT
UPECTIONS OF LOGO PANEL
PERIMETER WALL LIGHT FlXTURL scalp !/�"-1'4'
41 TYPICAL EXISTING BUILDINGS PRIOR TO INSTALLATION OF NEW CANOPY
A VERI-Y EXISTING I CONSTRUCTION
F-T CONSISTS OF CANTILIEVERED OUTLOOKING
WOOD TRUSSES @ 24" O.C. SUPPORTIN3
71i -1 EXISTING (A MIN. OF') 1/2" PLYWOOD
SOUTHILANDS YPICAL 13,1'-ID:N� DRAWIN3S.
I E��O , ; 1'11 i�l 1 � 11 ! I I
MANSARD IN ACCORDkINCE WI-H
-L- IL—-----
FASCIA. i
60 11 'kND EXPOSURE C
50 P,S.F SNOW LOAD
1993 PCICA BUILDING CODE
1997 MASSACHUSETTS STATE
FIXTURES AVAILABLE IN
FASCIA 4,6,8 Fr. LENGTHS PERIMETER WALL EXPANDED MANSARD EXAMPLE 1 STAND'ING SEPU EXAMPLE 4 21JILDING CODE, 6" EDITION
DOWNLIGHTING DOWNLIGHTING
ru
DISTANCE FROY VER-CAL C'SiANH FI HCR!ZCNTAL
FIXTURE FOOTCANDUES FIXTURE FCk70A.N3LES cP
2 m
I
2'
3'
4
12'
lo,
B' MAX.-i B CUT EXTENDED MANSARD DOWN TO
ROOF LINE BEYOND FASCIA WOOD MANSARD EXAMPLE 2 TOWER MANSARD EXAMPLE 5
Lt 1-- = ,o
><
:73
0
FI
17 Or
SIDE ELEVATION WESTERN REGION MANSARD EXAMPLE 3 STANDA!3,D MANSARD EXAMPLE 6
N.T.S.
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