HomeMy WebLinkAboutCU-MyronTaylor-Exterior-Masonry-Repair_Drawing SetMyron Taylor Northwest Exterior
Masonry Repairs
Cornell University
Ithaca, New York
Facilities Engineering
Architectural, Structural, CiviI,
Environmental, Mechanical, and Electrical
Engineering
Humphreys Service Building; Ithaca, N.Y.
PROJECT SCOPE
This project will repair stone masonry in danger of falling at the
northwest corner of Myron Taylor Hall_ Masonry repairs will
consist of a teardown at a building corner, cleaning & coating of a
steel column, and stone masonry reconstruction_ Work also
consists of removal of a gable end limestone capstone to install
new through wall flashings_ A low roof membrane will be replaced
and a capstone will be removed to install new through wall
flashings_ The project consists of isolated masonry repointing_
DRAWING LIST
GENERAL
T-000 TITLE SHEET
ARCHITECTURAL
5-000 GENERAL NOTES AND LOGISTICS PLAN
5-101 PLANS
5-201 ELEVATIONS
5-301 SECTIONS & DETAILS
SITE PLAN - MRONTA LOR HALL
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DESIGN 'OTE
DESIGN OTE
WARNING:
I" 18 4 W 0 LAT ICC OF NEIN YORK STATE UMFOR
LESS
ANYPETS01..1, WERT7•
5.0 FFO LD ING
1.0 ❑ ESIGN LOAD
DIRECTION OFA LICENSEDAFICHRECTOR
ENQNEEF; TO ALTER TN18 G]CUwENr N ANY
WAY. F TH I8 CCI J WENT I8 ALTERED, THE
ALTERNQ ARCHITECT OREMNEERSHALL AFF I{
TOSUCH ECCUwENTHISSEA LANDTHENOTATION
ALT1EREDeVFOLLCA EDEN HIS SI N 11JRE,TFE
DUE OFSUCH ALTERATION, AND A$F'ECFIC
�SOFFroNOFTrEAUER+aroN.
5.1 TEMPORARY STRUCTURES USED BY THE CONTRACTOR FOR WORK ACCESS
INCLUDING SCAFFOLDING OR HYDRO LIFTS SHALL BE DESIGNED BY A NEW
YORK REGISTERED ENGINEER INCLUDING BUT NOT LIMITED TO BASE
PLATES, DIAGONAL BRACING, AND ATTACHMENT BACK TO BUILDING. PROVIDE
A SIGNED & SEALED SCAFFOLDING FOR R EVI EW A N D APPROVAL.
5.2 SCAFFOLDING SHALL COMPLY WITH OSHA REGULATIONS AND
MANUFACTURER'S SPECIFICATIONS. PROVIDE GUARDRAILS, MID -RAILS,
AND TOE BOARDS IN ACCORDANCE WITH OSHA REGULATIONS. THE
CONTRACTOR SHALL MAINTAIN AND USE SCAFFOLDING IN
ACCORDANCE WITH ALL OSHA REGULATIONS AND MANUFACTURER'S
INSTRUCTIONS. PROVIDE BLACK MESH ON SCAFFOLD.
6.0 ROOFING
1.1 THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEIN YORK
STATE BUILDING CODE AND THE CITY OF ITHACA AMENDMENTS.
1.2WIND LOAD DATA:
-BASIC WIND SPEED (3 SECOND GUST). 115 MPH
-OCCUPANCY CATEGORY III
-WIND IMPORTANCE FACTOR (1w) 1.15
-WIND EXPOSURE C
- INTERNAL PRESSURE CO EFFIC I ENT = 14- 0.18
-COMPONENTS AND CLADDING = 23 PSF
2.0• MASONRY
AF I-VSTR U T: 14114-:'
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ELECTRICAL:
MECHANICAL:
REVISIONS
2.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST
EDFTIONOFTHE"SPECIFICATIONS FOR MASONRY STRUCTURES" ACI
5.3YASCE 6rTM S 602.
2.2 CONCRETE MASONRY
2.2.1 CONCRETE MASONRYCONSTRUCTION SHALL CONFORM TO THE
FOLLOWING MATERIAL STANDARDS:
-CONCRETE BLOCK ASTM C90, NORMAL WEIGHT -TYPE I
-MORTAR: ASTM C2 0 TYPE 5FOFTLANDCEMENT/LIME ONLY
R E NGTH ,D00 PSI)
- REINFORCEMENT: ASTM A615, GRADE 60
5, G
- STAINLESS REINFORCEMENT ASTM A RADE 75
- ER TYPE
JOINT REINFORCEMENT: ASTMA82, TRUSS OR LADDER
EXTERIOR STAINLESS 304111::!•::•1.
-EF'OXYADHES NE AC100+GOLD BY POWERS
2.22 THE MINIMUM COMPRESSFVE STRENGTH OF THE MASONRY (Fm)
SHALL BE 1,80J PSI UNLESS NOTED OTHERWISE, AS DETERMINED
IN ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS‘"••••
FOR MASONRY STRUCTURES.
2.23 CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR OR GROUT.
2. 2.4 PROVIDE FULL FACE SHELL MORTAR COVERAGE ON MASONRY UNrV
HORIZONTAL AND VERTICAL (BED AND HEAD) FACE SHELL JOINTS.
FULL MORTAR COVERAGE ON WEBS AROUND ALL GROUTED CELLS.
GROUT CELLS W ETH REINFORCEMENT SOLID.
5 ISE
WITH UNITS DESIGNED TO ALIGN WITH WEBS IN EACH COURSE.
2.2.6 REFER TO PLANS PDIR BONDED JOINT REQUIREMENTS AT WALL
CORNERS AND ONS. INHERE REQUIRED, INTERLOCK H
METAL TIES, ANCHORS, OR P R EFAB R FATED JOINT REINFORCEMENT
UNLESS NOTED OTHERWISE ON DRAWINGS.
2.3 STONE MASONRY
I IT
iSS_EFCR IA FDIEW
6.1 NEW ROOF SHALL BEA60 MIL NON -REINFORCED EPDM MEMBRANE.
6.2 VAPOR BARRIER SHALL BE A 40 MIL COMPOSITE CONSISTING OF35 MILS OF
SELF -ADHERING RUBBERIZED ASPHALT LAMINATED TOA 5 MIL WOVEN
POLYPROF'YLENE FILM. MEMBRANE IS INTENDED FOR USE AS A VAPOR
BARRIER AND PERMANENT BASE FOR ADHERED INSULATION USING
SPECIFIED INSULATIONADHESIVE
6.3 1f4" COVER BOAR D COMPATIBLE Wf ROOF MANUFACTURER'S SYSTEM.
6
AS RECOMMENDED BY ROOF SYSTEM MANUFACTURER INSULATION
SHALL CONFORM TO ASTM 012 -PIPE II G LAS S -FIBER MAT FACER ON BOTH
, TY
MAJOR SURFACES.
METALTERMINATION BARS SHALL BE STAINLESS STEEL OR ALUMINUM
APPROXIMATELY ONE INCH BY 1 AS INCH THICK,PRE-DRILLED OR PRE-
PUNCHED FOR FASTENERS.
6.6 PROVIDE ROOF SHOP DRAWINGS FOR REVIEW AND APPROVAL.
7.0 GENERAL
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7.1 EXISTING CONDITIONS HAVE BEEN OBTAINED BY LIMITED VISUAL
OBSERVATIONS. AREAS NOT VISIBLE HAVE BEEN ASSUMED TYPICAL
WITH OBSERVED EXISTING0ONDfTIDNS.
7.2 THE CONTRACTOR SHALL EXPOSE AND CONFIRM ALL EXISTING
STRUCTURAL CONDITIONS RELATI E TO THE REPAIR WORK AND INFORM
N
THE DRAWINGS VERIFlCATION AND NOTIFICATION SHALL PROCEED
PRIOR TO THE STARTOFWORK SO THAT ANY NECESSARYCHANGES CAN
BE MADE WTHOUT DELAYING THE PROJECT SCHEDULE.
7.3 THE CONTRACTOR SHALL PROTECT TH E EXISTING BUILDING FROM
WATER INFILTRATION AND DAMAGE FROM PRECIPITATION DURING WORK.
7.4 THE CONTRACTOR SHALL SUBMIT THE FOLLOWING SUBMFETALS IN
ADDITION TO THOSE DESIGNATED IN TECHNICAL SPECIFICATIONS:
STEEL COATING SYSTEM
STEEL SURFACE PREPARATION
CONCRETE MASONRY UNITS
GROUT
REINFORCING STEEL
STONE MASONRY
MORTAR MIXDESIGN
terior Masonry Repairs
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2.3.1 SEE PROJECT SPECIFICATION 044300 FOR REQUIREMENTS.
2.32 PREPARE A FIELD WALL PANEL MOCK UP TO DEMONSTRATE AESTHETIC
EFFECTS OF THE STONE AND QUA LFTY OFWORKMANSHIP AS A GAUGE
FOR THE REPAIRS. CONSTRUCT THE PANEL IN THE STAGING AREA.
2.33 MATCH MORTAR COLOR TO EXISTING MORTAR IN WORK AREA.
2.3.4 ALL KERFAND DRILLED HOLES IN STONE VENEER TO BE FILLED WITH
NON -STAINING SILICONE SEALANT. LOCATE ANCHORS IN CENTER
THIRD OF STONE THICKNESS.
2.35 PROVIDE HORSESHOE SHIMS AS REQUIRED TO SET THE MASONRY ANCHORS.
2.3.6 WEEP HOLES TO BE FILLED WITH OV -QUA DRO -V ENT BY HOHMANN AND
BARNARD, STANDARD SIZE (N8". 2-1f2'). COLOR TO BE DETERMINED BY
AT MOCKUP. PROVIDE ABOVE FLASHING LEVEL PER (BSS J1)ANDAT
TOP OF COLUMN.
2.3.7 REPOINT LIMESTONE WITH JAHN M1 10 HISTORIC FOINTING MORTAR,
LIMESTONE COLOR OR FIELD MIXED MORTAR. IF MORTAR IS MIXED AT SITE,
PROVIDE MIX DESIGN & SAMPLE FOR REVIEW AND APPROVAL.
2.38 PATCH CRACKED OR FRACTURED LIMESTONE UNITS WITH JAHN M70
REPAIR MORTAR. PROVIDE SAMPLE FOR REVIEW AND APPROVAL.
2.3,2 WHERE STRAP ANCHORS ARE REQUIRED BY DRAWINGS OR
SPECIFICATIONS, LOCATE THEM AT DIFFERENT BED JOINTS THAN THOSE
RECEIVING HORIZONTALJOINT REINFORCEMENT.
2.4 ALL NEW MASONRYWORK SHALL BE TOOTHED INTO EXISTING ADJACENT
MASONRY.
25 HORIZONTAL JOINT REINFORCEMENT, ADJUSTABLE MASONRY ANCHOR
TIES AND WIRE SHALL BE TYPE 304 STAINLESS STEELU.N.O.u
2.6 CONTRACTOR SHALL ENGAGE ADHESIVE ANCHOR MANUFACTURER TO
PROVIDE T 'OTENSION PULL TESTS AT EACH SUBSTRATE AND ANCHOR
TYPE TO DEMONSTRATE 500 LB WORKING LOAD. SUBMIT RESULTS FOR
REVIEW.
3.0 PAINT
ATABRIDGE
FOLWERR STAIR,
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3.1 PAINT SYSTEM FOR EXISTING STEEL SHALL BE PAINT SYSTEM BY TN EM EC
PER SPEC SECTION 00 =IJ0 •
3.2 ADEQUATELY PREPARE EXISTING EXPOSED STRUCTURAL STEEL IN
ACCORDANCE WITH SPECIFICATION SECTION 09000.
4.0 SHEET METAL FLASHINGS
4.1 SOLDER TO COMPLYWTH ASTM 832, GRADE SN60 USED WFTHANACID
FLUX OF TYPE RECOMMENDED BY STAINLESS SHEET MANUFACTURER.
USEA NON CORROSFVE ROSIN FLUX OVER TINNED SURFACES.
4.2 FASTENERS SHALL BE FABRICATED FROM SAME METAL AS SHEET METAL
FLASHING OR OTHER NONCORROSIVE METAL AS RECOMMENDED BY
SHEET METAL MANUFACTURER. MATCH FINISH OF EXPOSED HEADS
WITH MATERIAL BEING FASTENED.
4.3 FABRICATE SHEET METAL FLASHING AND TRIM TO COMPLY WFTH
RECOMMENDATIONS OF SMACNA'S "ARCHITECTURAL SHEET METAL
MANUAL" THAT APPLY TO THE DESIGN DIMENSIONS, METAL, AND OTHER
CHARACTERISTICS OFTHE TEM INDICATED.
4.4 COMPLY WITH DETAILS SHOWN TO FABRICATE SHEET METAL FLASHING
AND TRIM THAT FT SUBSTRATES AND RESULT IN WATERPROOF ANDY
WEATHER -RESISTANT PERFORMANCE ONCE INSTALLED. VERIFY
SHAPES AND DIMENSIONS OF SURFACES TO BE COVERED BEFORE
FABRICATING SHEET METAL.
4.5 FORM EXPOSED SHEET METAL WORK THAT IS WITHOUT EXCESSIVE OIL
CANNING, BUCKLING, AND TOOL MARKS AND THAT I5 TRUE TO LINE AND
LEVELS INDICATED WITH EXPOSED EDGES FOLDED BACK TO FORM HEMS.II
4.6 FABRICATE NON-MOVING SEAMS IN SHEET METAL WITH FLAT -LOCK
SEAMS. TIN EDGES TO BE SEAMED, FORM SEAMS, AND SOLDER.
4.7 FORM NON -EXPANSION BLT MOVABLE JOINTS IN METAL TO ACCOMMODATE
ELASTOMERID SEALANT TO COMPLY WITH SMAC NA STANDARDS.
4.8 SEPARATE METAL FROM NON -COMPATIBLE METAL OR CORROSNE
SUBSTRATES BY COATING CONCEALED SURFACES AT LOCATIONS OF
CONTACT W ICH ASP HA LTC MASTIC OR OTHER PERMANENT
SEPARATION AS RECOMMENDED BY MANUFACTURER.
4.2 CONCEAL FASTENERS AND EXPANSION PROVISIONS WHERE POSSIBLE.5-000
EXPOSED FASTENERS ARE NOTALLOWED ON FACES OF SHEET METAL
EXPOSED TO PUBLIC VIEW.
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1.0 ZZZ DESIGNATES CONTRACTOR'S STAGING AND STORAGE AREAS.
2.0 PROVIDE COVERED SIDEWALK BRIDGE AT ENTRANCE TO ALLOW
SAFE EGRESS AND PROTECT PEDESTRIANS FROM FALLING DEBRIS.
SUBMIT LAYOUT FOR REVIEW AND APPROVAL BY CORNELL.
3.0 CONTRACTOR SHALL PROTECT ALL EXISTING BUILDING MASONRY,
SITE WALLS, AND SIDEWALKS FROM DAMAGE DURING WORK.
4.0 TRANSPORTATION SERVICES WILL ALLOW ONE CONTRACTOR
VEHICLE TO PARK WITHIN STAGING AREA. VEHICLE MUST HAVE
P PERMIT 3162IMONTH}AVAILABLE FOR PURCHASE AT
TRANSPORTATION SERVICES ON MAPLE AVE. ADDFTIONALVEHICLES
MUST BE PARKED AT PALM ROAD SURFACE LOT. CONTRACTOR
RESFONSIBLE FOR SHUTTLING PERSONNEL.
5.0 CONTRACTOR IS RESFONSIBLE FOR PROVIDING AND MAINTAINING
TEMPORARYCHAIN LINK FENCE AROUND PERIMETER OF WORK AREA.
PROVIDE BLACK MESH FABRIC ON ALL FENCE PANELS.
6.0 CONTRACTOR MAY USE BUILDING LAVATORY FACILITIES. KEEP CLEAN
OR PRIVILEGES MAY BE REVOKED.
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FACILITY:
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DESIGN:
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FACILITY:
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DESIGN:
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REBUILD EX. MASONRY PARAPET
WALL CTHIS LOCATION) SEE NS -301
EVALUATE EXISTING STONE PARAPET
WALL BACKUP WITH ENGINEER AFTER
MEMBRANE IS REMOVED
NEW EPDM ROOF.
SEE DESIGN NOTES
REMOVE EX. LIMESTONE
GAP, PROVIDE NEV
FLASHINGS, & RESETCAP
E X.
MASONRY
PARAPET
WALL
RESET EX.
LIMESTONE
SCUPPER,
FLASHINGS,
& REFOINT
ERRODED
MORTAR
JOINTS
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PARAPET WALL
THIS LOCATION}
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SCALE:1.r' =1'0'
RE POINT
MASONRY.
TY P.
REPLACE
CRACKED
LIMESTONE
CAP('-0"LG.)
CONTRACTOR
V.I.F.
Lary Pawl
781'
Third Fbor
7701 16.F
Second F bDr Mezzanine
7621
PROVIDE END
DAM&WEEPS
SEE./ 301
EX. COPING STONE
& PLAZA WALL
Second F bor
753 51
EX. STONE
RETAINING
WALL
PROVIDE CUSTOM
END PIECE STEP
FLASHING AT END
OF GABLE EA. SIDE
CONTRACTOR
MATCH EX. GEOM.
NEW EPDM ROOF
(BEYOND),
SEE DESIGN NOTES
REBUILD
EX. MASONRY
PA RAPET WA LL
THIS LOCATION),
SEE NS -301
CRACK REINF.
7 LOGS.}
SEEM J1,
REPLACE
CRACKED
STONE UNITS
1'-2" +1-
2.-0"
1-
REMOVE EX. LIMESTONE
CAP, PROVIDE NEW
FLASHINGS& RESETCAP,
SEE 11S-301
PROVIDE CUSTOM
SADDLE PIECE STEP
FLASHING AT RIDGE
MATCH E X. GEOM.
L 1
• , •
REMOVE EX. LIMESTONE
CAP, PROVIDE NEW
L.
er/F/4/4
4
•Ici-zi;
•
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REINSTALL EX.
DOWN SPOUT
AS NEEDED
1-.1"....•
_J
ithi Third F_bor
770
oh Seca nd Fir Mezzanine
lier 762 `.
•
Seaand FLoor
753.51
1
J
r^• C -
EXTERIOR ELEVATION - WEST
REBUILD
MASONRY
SEE 2/S-301
0 0
•
•
•
[77) DE SG NATES MASONRY TO BE REBUILT,
SEE 21S-301 & NOTES ON SHEET MIX!. ESTIMATED
QUANTIFY: 160 SF (EXL UDES LOW ROOF PARAPET).
2.0 r La DE SG NATES R E POINTING, SEE 3/S-301.
ESTIMATED QUANTIFY: 52 SF. FEATHER EDGES OF
REFOINTING AREAS INTO EXISrrNG MORTAR JOINTS
TO REMAIN). PROVIDE REPOINTING MOCKUP FOR
REVIEW AND APPROVAL. 3.5 LFOF JOINT REFOINTING
PER ONE SF AREA OFASHLAR PATTERN AT EXISTING
WALL, TYP. CONTRACTOR SHALL V.I.F.
DE SG NATES EXISTING CRACK IN MASONRY
(FOR REFERENCEONLY).
4.0 L.R. DE SG NATES MORTAR JOINT AT LIMESTONE TO
BE REPOINTED. SEE MASONRY SECT1ON IN
GENERAL NOTES, SHEET S -COD.
5.0 ESTIMATE QUANTTI ES ABOVE REPRESENT
E XTER R FACE BASED ON A VISUAL SURVEY BY
ENGINEER. CONTRACTOR SHALL VERIFY AND
INCREASE QUANTITY TO ACCOUNT FOR CORNERS,
OPENINGS, AND STE AS NEEDED.
6.0 DIMENSIONS S14:DWN FOR MASONRY REMOVALS
ARE APPROXIMATE. NEW STONE MASONRY SHALL
BE TOOTHED INTO EXISTHING ASHLAR PATTERN
AS NEEDED.
•
REMOVE EX. LIMESTONE
CAP, PROVIDE NEW
FLASHINSS& RESET CAP,
SEE 11S -.3D1
TEMP. RELOCATE
EX. DOWNSPOUT
AS NEEDED FOR
ROOFING WORK
NEW EPDM RO:DF
(BEYOND), SEE
DESIGN 14DTES
EX. MASONRY
PARAPET WALL
REMOVE EX. LIMESTONE
CAP, PROVIDE NEW
FLASHINGS & RESETCAP
•
EXTERIOR ELEVATION - EAST
Third Floor Athi
77 0. ghfr
EX. ARCADE
NOT SHOWN
Second Ficor obi
WAR NINO:
I- IS A '4 DLIT ION OF NEW VOW STATE UM FOR
•!? PERSON, 1.14 LESS ACT IkIG UNDER TI -E
EIFECTION CF A LICE NS EDA ITECT OR
EATE CF SUCH ALTERATION, AND SPE CF
EE saRFr DN OF TFE LIE T EN.
ARC HISTR
LIE NV:
REVISIONS
.2 FIT
1 1T
1211E F OR si 51: FPI EN
122.11E F OR 02.12.7:1_011 ON
.V002
o.
CC
0
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0
cio
Cri
Cri
0 rd
DATE:
May18, 2017
2021
R Mu -ray
RBM
ELEVATIONS
5-201
96 80 548
ARCHIVE BAR COBE
2 7/2"
' "+ "l"""
E X. LIMESTONE
CAPSTONE, REMOVE,
DRILL FOR THIMBLES,
SEE 2/S-301 FOR
WARNING:
I" 18 4 til DLAT ION OF ND'J YORK STATE L47N FOR
ANY PERSON, LN LESS A arm mom THE
DIRECTION OFA LICENSEDARCHITECTOR
ENQNEER TO ALTER THIS EOCUIJENT N ANY
MY. F TH IS Dol 'Err ISALTETED, THE
ALTERNQ ARCHITECT OREMNEERSHALLAFF I{
TOS UCH ECC U'Err HISSE.4LANDTHENOTATION
ALTERED ElYFOLID4LE013V HIS SIGNATURE;THE
DATE OF SUCH ALTERATEON, AND A SPE CF IC
EESCRFT DN OF THE A LTER4TDN.
$ RESET
\
FLASHING INFO
AFC I-VSTR IJ T: AVedr
.:
/ ' '
FOR FLASHING : ' ••
THIMBLE INFO " ' • ' •' • :
-
MORTAR REMOVAL
GREATER OFeee
T INICE JOINT WIDTH OR
TO SOUND MORTAR
EX. MASONRY TO
REMAINS DO NOT
OV ERG UT JO INTS &
DAMAGE EDGES
MASONRY
•
GIVILJENV:
ELECTRICAL:
MEC HANIGAL:
SEE 215-301
40
-
r'
s
:
—�'
6" CMU BOND BEAM
REBUILD STONE
Wf CONT. #4
REVISIONS
VENEER, SEE
GENERAL NOTES
HOHMANN
BARNARD STONE
=}3v~'
.'
•_
i
S"CMU, GROUTGELLS
SOLID WITH REINF.
l
'
PROVIDE TOOLED JOINT
1 b+lmIT
E�_EFCR�iFEwEY
FULLY SOLDER
SEAM OVERLAP
yfnlr
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IIT
I F c ra _� noN
EX. SOUND
MORTAR VO
:
::
r , / "/ , , .,
— —
iii} x' AS APPROVED DURING
MOCKUPS
REPOINT JOINT IN
ANCHOR #367 &
GRIP STAY # 62
of,--
1.44
¢
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STAGGER
SOLDER RIVET
HEADS
CHANNEL 16"
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FILL
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PI
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••••
•••••BEFORE
REPOINTING
THIN LIFTS pig' DEEP
MAX )ALLOW TO BECOME
THUMBPRINT HARD
FROG EEDING
WITH NEXT LIFT
NOTE: DO NOT FEATHER MORTAR
ONTO MASON RYAND CLEAN ALL
UNCURED MORTAR FROM
PERIMETER BEFORE ff DRIES
I DETAIL
_ _ --
f1 ' CG' ~
_SHEET
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SEE 2/S-301 FOR
SHEET METAL,
SEE DESIGN NOTES
—•
SOLDERED SEAM DETAIL
CORE EX. WALL, SET
IN GROUT. COORD
LOCATION PER
CAPSTONE}
v
ROOF INFO.
EX. CONC. SLAB
PARAPET WALL REBUILD
#416"O.C.ATWALL
REBUILD. EMBED 4" Wf
HILTI HY 200 INTO EX. CONC.
SLAB.
DETAIL
N
el -
Myron Taylor Hall
Ithaca, Newyork
SCALE:3'= 1'i'
8
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EX. W 12 COL.
y f ' „Ac.„
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HOHMANN BARNA
RIGID INSULATION
COVER BOARD,
EP DM ROOF, SEE
DESIGN NOTES
terior Masonry Repairs
SEE DESIGN NOTES
COUNTERFLASHING
COUNTER FLA SHING
ASSEMBLY
PIECE #1 • RECEIVER W/
'
+
o
r
°�
STONE ANCHOR &
CHANNEL 1516" O.C. VERT.
ASSEMBLY, SEE OPP.
SIDE FOR TERM. BAR
SHOP -DRILLED HOLES
FOR STAINLESS R!VETS
APPROX. FACE OF
EX. MASONRY
(REMAINING)411
{ r
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r
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PAINT EXPOSED
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EX. LIMESTONE CAPSTONE,•
REMOVE, DRILL FOR
I
PROVIDE LEAD WEDGES
REPO INT PER 31S-301
AFTER STONE
REINF. LIQUID
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r•'
f' rr
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i #" MIN'•
HOHMANN & BARNARD
STONE ANCHOR #367
r
•.
EX. REGLETIN EX.
REMOVALS
„
PROVIDE VERT.
RETURNS" VERTICALLY
ON STEEL COLUMN, TIP.
„
PROVIDES VERT. RETURN•
THIMBLES, RESET
CONT. THROUGH WALL
„
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, ;..:
:•
r
rr
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+
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REG LET PROVIDES MIN.
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VIII 1/4" DIAM.x 1-1� LG.
DOWEL W ELD E D T&B
RETURN ON PAN
AT MASONRY
ON PAN AT MASONRY
STEEL COLUMN
EDGE & 513" HEM., SEE
DISTANCE FROM TOP OF
9V�S-301 FOR LAP•
•
MEMBRANETOTERM BAR.
C UT NBEW 3 " REGL ET
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HOHMANN BARNARD
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W1 1(' HEM. TIP.
'
FREEDOM GRAY COPPER
DETAIL
THIMBLE CAP, 5�3" DIA M.
COPPER PIPE &
+
•
IN MASONRY IF NEEDED
D WEDGES
MORTAR
TAR
FOLD BACK EX. COPING
FLASHING UNDER NEW
PANPROVIDE
f
PAN AROUND COLUMN,
SLOPE TO WEST, SIZE OF
PAN TO MATCH EXTENT
OF STONE REMOVALS.
,
COPPER END CAP
k
-
SOLDERED TO•
+
�+•
TERM BAR COMPATIBLE
THROUGH WALL
72"+� I.F.
r
r'
s
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MASONRY ANCHORS &
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DRAINAGE
k ;,; ;�r
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SPACE VERT. 16" O.C.
SECU R E TO COL. W/
1�" HEAD BI METAL
FLASHING
SEALANT JOINT AT TOP
SOLDERED SEAM •f
EX. COPING STONE
THROUGH WALL
FLASHING (EX. COPING
STONE NOT SHOWN
••
'
�''
f
,.- '
•
f
PAN MAY CON5IST0F
MULTIPLE PIECES. ALL
JOINTS & SEAMS SHALL
BE SOLDERED, SEE 915]1
PROVIDE WEEPSl'r,
FLUSH WITH FACE OF
E X. PARAPET WALL
'•
.........m.
IN
I I I A
I I I I I I
0-0
REMAIN}, REPLACE TOP
'+�-OF DETERIORATED
EXISTING STONE
•HEX
:
PIECE #3; CLEAT
FASTENED W� EXP.
ANCHORS .5 16'0.C.
MAT AROUND
EX. MASONRY
BACKUP
COL., TIP.
f
f 'f `
. '::''::'
kir• f kr
:
.• r' r
fir'
x
KWIK FLEX SS HILT!
SCREWS. SCREW LENGTH
AS REQUIRED TO
PENETRATE COLUMN
FLANGE OR WEB
#4 DOWEL x 2'-6" LG.,
�STAINLESS�CORE EX.
WALL, SET IN HILT!
HIT HY-70. C0ORD •
PIECE #2; EXTENSION
W1314" DRIP EDGE & 549"
HEM. PROVIDE SLOTTED
HOLE FOR RIVET
FOR CLARITY rr�
•
COLUMN FLASHING
EXISTING MASONRY,
} ON WEST FACE.
WEEPS SHALL
EXTEND TO COLUMN
PROVIDE 314" x 5 " DRIP
45 DEG. ANGLE
DETAIL
FILLED COLLARtiJ
JOINT V.I.F.)
r •• •• •'f
' '' '
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r
STONE VE NE ER,
SEE SHEET S-201
ELEVATIONS
LOCATION
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REMOVE ENTI R E EX.
ROOF INCLUDING
(2
VAPOR BARRIER,
SEE DESIGN NOTES
EX. CONC. SLAB
LOW ROOF REPLACEMENT
AND PARAPET
MEMBRANE, INSULATION
AND VAPOR BARRIER
N TO EX. CONC. SLAB
REPAIR
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FOR REMOVAL
MASONRY REBUILD DETAIL - W8 COLUMN
EXTENTSDOW
ell University
itie. s
wring
lor Northwest 1
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STONE A NCI -DR &
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HOLES FOR NEIN IL LING
THIMBLES,& RESETW1
LEAD WEATHERCAP AT
•SPACE
AND RESET EX. SLATE
AS NEEDED FOR INSTALL
OF NEW BASE FLASHINGS,
REFER TO 07 31 26, SLATE
SHINGLE SPECIFICATION
JJ�
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VERT. 16' O.C.
SECURETOCOL.W1
1/4"HEX HEAD BIMETAL
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THIMBLE CAP,
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SCREWS. SCREW LENGTH
AS REQUIRED TO
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,
HOLD CO U LATER FLAB HI NG 1"
/
r ABOV E TOP OF EX SLATE
n
• .
1 .
PENETRATE COLUMN
FLANGE OR WEB
-
Tia
1
CONT. THRUWALL
-
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FLASHING, W1
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3 DRIP EDGE
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DATE:
hll�y 1 � ��1 �
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WRAP COLUMN WITH ` {'.
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COL. FLANGES FREE
FAGI LITY:1
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MAT AROUND COL., TY P. ~f'
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STONE VENEER
DESIGN:
R Mu -ray
DRAWN:
RBM
SECTIONS
DETAILS
STAINLESS TING
PER STONE. CORE
EX. WALL SET W1
BACKUP fr ' .
.kr
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FILLED COLLAR ' ? f
SEE SHEET 5-201
FOR REMOVAL
. EXTENTS
:rte:'::.::• •
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NOTE: SAW CUT 1-112” DEEP IN
MORTAR JOINT, HA ND
CHISEL REMAINING
MORTAR IN JOINT. SET
MASONRY STITCHING DETAIL #3 BAR & REP°INT
HILT! HIT H '-70 EX. MASONRY BACKUP
GABLE END CAPSTONE AND FLASHING REPAIR DETAIL
JOINT cy.I.F.)
MASONRY REBUILD DETAIL - W12 COLUMN
S-301
9680548
SCALE: 11.10 SC
SCALE:1' = 1'1'
4
SCALE:1 1.12' =1' '