HomeMy WebLinkAbout2017-04-18 Application Plans fY
GENERAL NOTES-EXTERIOR ELEVATIONS
2 8 f. COhIPONENT AND CLADDING ELEMENTS SHALL BE INSTALLED TO SATISFY THE
REQUIREMENTS OF THE MASSACHUSETTS BUILDVNG CODE-20OR INTERNATIONAL
A1-m 11'-35�4' T 7£2 BU=IN0 CODE-WIND LOADS-
2. BUs.DIAIG'COMPONENTS AND CLADUING'WHICH ARE ELEMENTS OF THE
I I I BUILDING ENVELOPE THAT UO NOT QUALIFY AS PART OF THE MAIN WINDFORCE
RESISTING SYSTEM,SHALL BE DESIGNED AND INSTALIfOTO SATISFYTHE pROCON
WINDLOADCPJTERIA FOR THE BUEDWO,THIS SHALL INCLUDE INCREASES FOR rc.�.rr,ctc*c•«+nn_cr
I I E%POSUREPEfl ASCE 7D5 AS WELL FOR HEiGt1F,EDGE STRIPS,AND ENO
:. ZONE CONLI MONS AS DEFINED BY FIGURE B.3OE ASCE 7-05.
1 I I I 3- FOR THISBU:LDiNG DESIGN WWDLOAO IS TO BE 11a>,1PH EXP03URE&-REFER F0 e0x uao
I 5 To DRAWfNG RA FOR WIND PRESSURES. MANUIESieRNH m loa
METAL ROOF FASCIA
AL01 I 4. THESECOMPONENTS AND CLADDING SHALL INCLUDE,BUT NOT BE UMR'FDTO 6g3.613d3f f
THE FOLLOWING: ARocol:ii[tpM
I. I MTI:1 y A. EUOFINGINCLUOINGSNEATHINO,TRIM,SHINGLES,MEMBRANE ROOFING,
�FX�IS.T..3;NG SF,CON�FLOOR_ - HIGH ROOF B. FENESTRATIONS INCLUOING WwOOWs,STOREFRONT,ETC xTRANCEs,DOORS,
� L46'-41(2' - - - - �244'-g^L! - ETC.(MANUFACTURED COMPONENTS SHALLHE[ABELEOTO CLEARLY
�- (- I INUICATE THE WINQLOAD DESIGN PRESSURE BUY NOT LESS THAN St PSF)
{( I I C. GLAOU240 INCLUDING VINYL SOIND,TTDFA CEMENT SIDING,BRICK TRJM,
FLASMNGS,AHD GUl TERS.(FASTERERS SHAf.L BE UIREGTLY INTO STUDS OR
EXISTING BI.IDG I ( I I OESIGNE To INDIVIDUALLY
NENTRTTHESPACING AND TYPE OF PASTE ER
DESIGNED RCLA DING SUPPORYTHETRIDINDIVDUAL A THE
GOMPONENY OR CIAOOINO SVPPORTEO BY AND INDIVIDUAL
FASTEFiER)
r. EXTERIOR GLASS AND GEAZING IN WINDOWS AND STOREFRONTS SF{ALL COMPLY
WfTH MA 780 CMR SECTION 2404 FOR WINO,SNOW,SEISMIC AND DEAD LOADING.
I {
EXISTING FIRST FLOOR
232'-0 — — I EXTERIOR ELEVATION FINISHES
A .
('
b MI41 COMPOSfTEMETAL PPNLZ ON I£R'MD-HAT CHANNEL
OPT i4um smooTN BY IGNGSPAN OR F4UAl,CCLOR TBD
I`
PFf E=Wcp%BCELoR Tf)�NEOETERMWE0
I _FLOOR STOM
._ T I 224 � PR SM MGMENTIUORYAR C.OLORI BEOETEAMINEDOETERMB7E0
EXISTINGBASEME�IT H L GONTROEJOINTBENMI'fCOLORTOBEDETERMINFO
([��,._��_�___�_ .
222'_Q I KAWNEER STOREFROi�T SYSTEM COLUR:TO BEGETFAAUNEO
-I AP?ROTC GRADE I ORASAPPROVEDEROMMAI,IUF.FULL RANGEOFCOLORSAMPLES
A - ® COR 3APPR0VEYDS FROA1 MAN AC.FULLORANGE 0t:CCUGR SAMPLES
EXTERIOR EAST ELEVATION RR R gWT METAL S`CCHHEDUI "RMSOft�E INFO
N a',�°,¶o;OBE DETERMINED
3 2 4
<
A A4.g1 MA ASA1
G
78-5'
I e E F
T-717T• I`.Byy' I 25-BIl� 21'.7d3'
MERRIMACK COLLEGE
I € I I
SAKOWICH
rv1 EXSTING ROOF
EXPANSION
268=10 172" NORTH ANDOVE R
5_ IssmDmuipdon
I I I I I I ( 1 0 0=01?ISMEDFORFFUCING
I I I EXISTING BLDG .
I I
CLfiST,NG7HIRdFLOOR._ ... - —. .� - .t - — T "_ '.-'.�---:. - - .. ..'._.� - —
ll I I I I I I I .
I I I I I I I f
s I METH ROOF FASCIA I 1 I 1
Aug I I I1111 I I ( I I
€
EXISTING SECOND FLOOR HIGH ROOF
--2434112" - - - - - - — - - - - - 244'_g^ 11
�I
I I t I METAL ROOF FASCIA ( METAL ROOFFASCIA h
I l _ LOW ROO F
- - 238'-6"
I I I I I ArrJtnaeC TH
I I I m
Drawn By: A.
[�� G FIRST FLOOR_ _ I I I I I I I I a aX - N comfl�hL 32001170 3Ps
re Cn,nc.
232S0
{ SF SF I I\ DrsMng Sheet Tk70:
V �
I I I EXTERIOR
i
a I _ FLOOR ELEVATIONS
I I E
I 224'.
ryl KEY PLAN
' c
A D,,Wng Sheet Number.
1
3 EXTERIOR WEST ELEVATION NOT FOR
FOR PRICING �� O
3116"=1'-D NOT FOR CONSTRUCTION
-' 0�01z077 ■
a
m Xlfi S 02 �ay
GENERAL NOTES-EXTERIOR ELEVATIONS .'
�V _E_X_I.STI_NG ROOF I _ I I 1. COMPONENT AND CLADDING ELEMENTS SHALL BE 6INSTALLEDTO SATISFY THE
Ctltl'-10312" RBcWREMENTSOF THE MASSACHUSETTS BURnING GOUE-2009 INTERNATIONAL
BWLOINO CODE•WVND LOADS.
4 3 2 I 2 BUILD]NG.'GOMPONENTS AND CMn;NWWLFCHAREELEMEHTSOFTHE
J 75-71H' 1V•0' 10.0' 2S-71k' 23-6 Hi' BUILDING ENVELOPE hU1T DO NOT 4UA1JF1'AS PARTOF;FIE NJJN 141NDFORCE
.I _,.�._..,..._...—... _.. _..., .,.. ................._._.._ _—_._ �'- RESISTR+DSYSTTJA,SHALL BEDESIGNE13 AND INSTALLEaTOSAHsFYTHE PROCON
-I WINOLOAD CRRFRIA FOR THE SUILOIHG.THIS SIWIWCLUDE INCREASES FOR
EXPOSURE PERASCE7.05AS WELLAS FORHEIDHT,EDGE STWPS,AND END
ZONE CONDITIONS AS OEFINED BY FfGURE 6.3 OF ASCE 7-05.
3,
FOR THIS DUILDINGOESIGN WINDLOAD IS TO BE 410 MP11 FJLPOSUREB-Rum PO EUX 4430
I I I I I TO DRAWNG S0.1 FOR LMND PRESSURES. rwum 5�i hN wim
4, TTHE E ow Nc�S AND CLADDING SHALL wcwOE,BUT NOT BE LUUHEOTa F,p�pl,�vCrAM
A. ROOFING INCLUDING SHEATHNG,TFUM.SHRlGLES,MEMBRANE ROOTING,
BID,
EXISTING THIRD FLOOR :..� I I I I I B. FENESTRATIONS INCLUDING wiNnows.STOREFRONT.ENTRANCES,DDORs,
LSs,-1 U. ETC.QAANUFADTI1REp COMPONENTS SHALL BE LABELEO7O CLEAftLV
€ I I I I INDICATE THE WINDLOAD DESIGN PRESSURE BUT NOT LESS THAN 31 PSF.)
C. Cf.ADDINO INCLUDING VINYL SDING,FIBER CEMENT SIDING,BRICK,TRIM,
DS OR
OTHEf'STTRUOTURAL COMASTE
PONENT WITH SPACING AND TYPE O NERS SHALL HE DIRECTLY INTO
FAS�TENTER
DESIGNED TO NOMDUALLY SUPPORT THE TRIBUTARY AREA OF THE
6. EXTERIOR GLASSAND GLA7JND IN WINDOWS AND TO STOREFRONTS HULL COMPLY
EXISTING BLDG WITH MA 73U CMRSEGTK)N 2404 FOR WING,SNOW,SEISMIC AND DEAD LOADING.
I
Ia I METALROOF FASCIA 3 I I
EXISTING SECOND FLOOR__ _—
�� — I f
u 2A5'-A112" I _ _ — — — I — — HIGH ROOF
� —
_.. _ ..
._.. F METAL ROOF FASCIA >r
cmm
I OW ROOF
cw C�
11 EXISTINGFIRSTFLOOR I I I
5
APPRDx GRADE j I I .
Lslr {
— — Li
FLOOR {
EXIST�NGBASEId£NT V 6 p�
EXTERIOR NORTH ELEVATION
02 X16 MERRIMACK COLLEGE
94'•Y SAKOWICH
EXPANSION
I 2 3 4 I NORTH ANDOVER
2a•eIn ss-r1x a-rr a-m xs-r1tt N EXISTING ROOF MASSACHUSElTS
4 268'-1011�
Da,e Issue DeaaII
EXTERIOR ELEVATION INISHES I I i I {.
s anaralrlssu®FaLPfacDIG
®-S COMPOSITE METAL PANEL ON I IR'MTL IUTCH NEL I E :'
0 MUM SMOOTH BY I(INGSPAN OR EOUAL,C TBD I �'. ;EXISTING BLDG
POI 'PRECAST CONCRETE COLOR:TOBEDETERMINE IE::
SEAI.ANTCOtOR:TO BE DETERMINED
STONE VENEER CUSTOM CAST STONE COI T6 RE DETERMINED }1}
"' E.. E EXISTING THIRD FLOOR
PWSM PIGMENT MORTAR COLOR:To BE OETI NLD
CONTROL JOINT SEALANT COLOR TO BE OETER INED ,-�Q
® KAWNEER STOREFRONT SYSTEM COLOR:TO BE bETERMINED I I I I 1 256'�1L1
OR AS APPROVED FROM MANUF.FULL RANGE 01 SAMPLES
CURIAINWALLSYSTEMCOLpRToi3EoETERUt4 n
OR AS APPROVED FROM MANFAC.FULL RANGE OF COLOR SAMPLES
Cw HoLEOW MFFALDOOR&FRAMEIINSULATED]COtOR:TO BE DETERMINED
RERERTODOORSCHEoULEFORMOREINFO TION I I {
I 1 rl
METAL ROOT:FASCIA I I ROOFORAINEXISTING SEC NfI-4244
�IGHROOFI 2-0-05'-4 112"
.R
METAL ROOF FASCIA
1
L2 ROOF
ArchRecL• 3ti
�.6^ DlavmBy AuEhor
:r
I I I I I I;
I i I I Prdod No. 301639
I
CeppiShB 2017 Pro Con,Ine.
a I I u I I I I I EXESTINC FIRST FL00_{; y o awba Sheet nue
232'-00"
SF � I', ,
EXTERIOR
b ELEVATIONS
a � FLO� OR _ _ _ _ _ _ I KEY PLAN
fl 2-0 C" I I — � _ N EXISTING BAS£M_EN-�T�..,�] —
L 7 ,G1 I APPRO%.GRADE —'�I— — 222'-U'
sn arew!ng Sheel Number.
- 411� �._/ ISSUED FOR PRICING
n EXTERIOR SOUTH ELEVATION NOT FOR CONSTRUCTION A3.00
`J 3110°=1'0° uz�azon