Buildings_&_Grounds_Warehouse_#65_Exterior_Renovations_for_Ocean_County_-_Drawings.pdf
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- Solicitation number
- OCBG72826
- Issued by
- Ocean County, New Jersey
About this file
Building Exterior Renovation Project Summary
This file consists of comprehensive architectural drawings and specifications for Buildings & Grounds Warehouse #65 Exterior Renovations for Ocean County, New Jersey, prepared by Yezzi Associates. The project involves exterior renovation work at 162 Chestnut Street in Toms River, New Jersey, for a single-story warehouse structure with approximately 17,500 square feet of building area and a roof height of 55 feet. The base scope of work includes providing and installing a new metal roof system over the existing roof, new metal gutters and downspouts with PVC boot connections to the existing storm drain system, splash blocks where required, new metal soffits, and removal and replacement of existing metal siding from finish floor to 3 feet above finished floor. The project also requires raising or extending existing rooftop mechanical equipment and vents to accommodate the new roofing system and comply with applicable codes. The contractor must maintain all existing electrical, HVAC, and plumbing systems, and address all roof penetrations by resealing and extending them as required by code.
Three bid alternates are included in addition to the base bid: Alternate #1 covers removal and replacement of 14 existing exterior doors with new fiberglass reinforced panel (FRP) doors and aluminum frames; Alternate #2 addresses removal and replacement of 19 existing exterior windows with new units featuring 1-inch insulated glass; and Alternate #3 provides for power washing and painting the existing exterior building, including coiling doors and frames with primer and two finish coats. The project shall comply with the 2021 Uniform Construction Code of New Jersey, the 2021 International Building Code, and ASHRAE 90.1-2019 standards. All roofing materials, gutters, downspouts, and metal panels are specified as products manufactured by IMETCO or architect-approved equals, with metal roofing featuring a 0.5/12 slope across eight ridge spans totaling approximately 305 linear feet. The contractor must submit complete engineered shop drawings signed and sealed by a New Jersey-licensed professional engineer prior to construction, coordinate all work to prevent duplication, protect existing utilities and landscaping, maintain temporary weatherproof closures during work, remove construction debris daily, and obtain field verification of all existing conditions and utilities prior to bid submission and construction start.
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BUILDINGS & GROUNDS WAREHOUSE #65 EXTERIOR RENOVATIONS FOR OCEAN COUNTY
PER TABLE (504.3 & 504.4) SECTION (506.2)
ALLOWANCE HEIGHT
ALLOWANCE AREA
TYPE
162 CHESTNUT STREET
OCCUPANT LOAD
USE GROUP
BUILDING ELEMENT FIRE RESISTANCE RATINGS
CONSTRUCTION CLASSIFICATION
OCCUPANCY CLASSIFICATION
PLAN REVIEW DATA
T.O.W.TOP OF WALLPTD.PAINTEDCONDITIONINGCONCRETE CONC.
DOOR CALLOUT
ROOM IDENTIFICATION
WINDOW NUMBER
WINDOW NUMBER
EXTERIOR WINDOW CALLOUT
INTERIOR WINDOW CALLOUT
MFR./MANUF.
LVR./LOUV.
NOTE: THIS LIST REPRESENTS ABBREVIATIONS THAT MAY OR MAY NOT APPEAR IN THESE DOCUMENTS. CONTACT YEZZI ASSOCIATES FOR ANY CLARIFICATIONS REGARDING THE ABBREVIATIONS
SYMBOL KEY
DEAD LOAD
DIFFUSER
DIMENSION
DIAMETER
CONTRACTOR
CLEAN OUT
DEMOLISH, DEMOLITION
CONCRETE MASONRY UNIT
CONTINUOUS/CONTINUE
CONTROL JOINT
FINISH FLOOR
FEET, FOOT
EXTERIOR
EQUIPMENT
FLOOR CLEAN OUT
X-X
XX
XX
XX
XX
X X-X
X-X
X X-X
FINISH
DOWN
DITTO
EXISTING
EQUAL
EXTERIOR ELEVATION CALLOUT
INTERIOR ELEVATION CALLOUT
EXT. ELEV. NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
INT. ELEV. NUMBER
I
XX
E
XX
ROOM NUMBER
EXTERIOR
INTERIOR
HOUR
HOLLOW METAL FRAME
HOSE BIB
HOT WATER
INTERIOR
INSULATION
HEIGHT
HOLLOW CORE
HOLLOW METAL
HIGH POINT
LOUVER
LAMINATE(D)
LIVE LOAD
LAVATORY
MANUFACTURER
INVERT
JOINT
MAINTENANCE/MAINTAIN
LAMINATED VENEER LUMBER
FT.
DETAIL CALLOUT
SECTION CALLOUT
FIN.
F.F.
DETAIL NUMBER
SHEET NUMBER
SECT. NUMBER
DIA./
D.L.
DIM.
C.J.
C.O.
DEMO.
DIFF.
CONT.
C.M.U.
CONTR.
EQ.
EXT.
"do"
DN.
EXIST./EXIST'G
F.C.O.
EQUIP.
Ø
ROOM
NAME
DOOR NUMBER
MAINT.
L.V.L.
LAV.
LAM.
L.L.
JT.
INV.
INT.
INSUL.
H.B.
H.W.
HR.
H.M.F
H.V.A.C.
H.M.
H.P.
H.C.
HT.
UNIFORM BUILDING CODE
VINYL COMPOSITION TILE
VINYL WALL COVERING
UNDERWRITERS LABORATORIES
WATERPROOF, WEATHERPROOF
WELDED WIRE FABRIC
WELDED WIRE MESH
WALL TYPE KEYX
N
NORTH ARROW
ELEVATION MARK
ROUGH OPENING
ROOF SCUPPER
E
X
POUNDS PER SQUARE FOOT
POUNDS PER LINEAL FOOT
POUNDS PER CUBIC FOOT
PARALLEL STRAND LUMBER
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
PLASTIC LAMINATE
REINFORCE, REINFORCING
ROOF DRAIN
QUARRY TILE
PREFABRICATED
RISER
RADIUS
REQUIRED
REFERENCE
PLATE
PLUMBING
PLASTER
PARTITION
R.D.
COLUMN MARK
R.O.
R.S.
VERTICAL
VESTIBULE
TREAD
TYPICAL
UNFINISHED
WOOD
WITHOUT
WIRE GLASS
WITH
WATER CLOSET
VERIFY IN FIELDPREFAB.
REQ./REQ'D.
P.S.I.
R
REINF.
REF.
RAD.
Q.T.
PART'N.
PLBG.
P.C.F.
P.V.C.
P.S.F.
P.L.F.
PL.
P.S.L.
P.LAM.
PLAS.
V.W.C.
VERT.
VEST.
W.W.M.
W.W.F.
W/O
WD.
W.GL.
W/
W.P.
W.C.
V.I.F.
U.B.C.
V.C.T.
T
UNF.
U.L.
TYP.
HDW./HDW'R.
G.W.B./GYP. BD.
ALUMINUM
ALTERNATE
APPROVED
ACOUSTICAL CEILING TILE
ABOVE FINISH FLOOR
AIR CONDITIONING
STANDARD ABBREVIATIONS
COLD WATER
CERAMIC TILE
CENTERLINE
BLOCKING
BOARD
COLUMN
CERAMIC
COATS
CARPET
CEILING
BUILDING
AT
BLOCK
FIRE EXTINGUISHER
FLOOR
FLUORESCENT
FLOOR DRAIN
FLOOR SINK
FURRING
FURNISH
FOOTING
GLASS, GLAZING
GYPSUM WALLBOARD
GENERAL, GENERATOR
HARDWOOD
HARDWARE
GRADE
GAUGE
GALVANIZED
HEATING/VENTILATING/AIR
GENERAL CONTRACTOR(OR)
GROUND FAULT INTERRUPTER
A/C
ALT.
APPD./APPV'D
ALUM.
A.C.T.
A.F.F.
C.W.
CTS.
C
CER.
C.T.
CPT.
CLG.
BD.
COL.
BLKG.
BLDG.
BLK.
L
GALV.
G.F.I.
HWD.
G.C.
GL.
GR.
GEN.
FLUOR.
FL./FLR.
FURN.
FURR.
F.E.
F.D.
F.S.
FTG.
GA.
OUTSIDE DIAMETER (DIMENSION)
MECHANICAL
MASONRY OPENING
MISCELLANEOUS
MINIMUM/MINUTE
NOT TO SCALE
NOT IN CONTRACT
NUMBER
OFFICE
OPENING
PAINT
OVERHEAD
ON CENTER
MAXIMUM
MASONRY
MEMBRANE
NOMINAL
NORTH
SHEET
SAFETY
SECTION
SCHEDULE
SOLID CORE
SQUARE
SIMILAR
SPECIFICATIONS
TOP OF PIER
STEEL
STORAGE
TOTAL LOAD
TOP OF DECK
TOP OF STEEL
STAINLESS STEEL
TOP OF FOOTING
STORAGE CLOSET
TOP OF MASONRY
TOP OF SLAB
SQUARE FOOT
N.I.C.
O.H.
OFF.
OPNG.
O.C.
O.D.
NO.
N.T.S.
PT.
MEMB.
MECH.
MAX.
MAS.
M.O.
MISC.
MIN.
NOM.
N
SCHED.
SPEC.
T.O.STL.
T.O.D.
T.O.M.
ST. CL.
STOR.
STL.
T.O.S.
T.O.P.
T.O.F.
T.L.
SHT.
SFTY.
SECT.
S.C.
SQ.
SIM.
S.S.
S.F.
XX
XXX
BUILDING CHARACTERISTICS
PER CHAPTER 16
AREA OF BUILDING
NUMBER OF STORIES
HEIGHT OF STRUCTURE
BUILDING DESIGN LOADS
ROOF CONSTRUCTION
(INCLUDING SUPPORTING BEAMS AND JOISTS)
FLOOR CONSTRUCTION
(INCLUDING SUPPORTING BEAMS AND JOISTS)
NON BEARING WALLS & PARTITIONS (TABLE 602)
EXTERIOR
INTERIOR (e)
STRUCTURAL FRAME (a)
(INCLUDING COLUMNS, GIRDERS, TRUSSES)
EXIT ACCESS CORRIDORS (1020.1)
SHAFTS (713.4)
FIRE PARTITIONS (708.3)
FIRE BARRIERS (707.3.10)
FIRE WALLS (706.4)
BEARING WALLS
EXTERIOR (f)
INTERIOR
PER TABLE (601) SECTION (602)
AUTOMATIC SPRINKLER SYSTEMS
SPECIAL NOTES
HEAVY 250 PSF LL
GROUND SNOW LOADS 30 PSF
BASIC WIND SPEED 130 MPH (EXPOSURE "B")
APPLICABLE CODES AND STANDARDS
OCEAN COUNTY
LIGHT 125 PSF LL
EX
IS
TI
NG
N
O C
HA
NG
E
EX
IS
TI
NG
N O C
HA
NG
E
TOMS RIVER
NEW JERSEY
S-1 (EXISTING - NO CHANGE)
(EXISTING NO CHANGE)
2B (EXISTING - NO CHANGE)
17,500 (EXISTING - NO CHANGE)
55'-0" (EXISTING - NO CHANGE)
1 STORY (EXISTING - NO CHANGE)
(EXISTING - NO CHANGE)
(EXISTING - NO CHANGE)
ROOF LOAD 20 PSF LL MIN.
1 PROJECT DATA & CODE REVIEWCOVER
6 FLOOR PLAN & ROOF PLANA-1.0
EXTERIOR ELEVATIONS & DETAILSA-2.07
ROOF DETAILSA-2.1
INDEX OF DRAWINGS
SCOPE OF WORK
AERIAL VIEW
3 EXISTING CONDITION PHOTOGRAPHSD-2.0
2 DEMOLITION, FLOOR PLAN & ROOF PLAND-1.0
OCEAN COUNTY BOARD OF CHOSEN COMMISSIONERS
A
CE
R
O
EYS
CN
E W
O
E
U
TN Y
N
J
EXISTING CONDITION PHOTOGRAPHSD-2.1
EXISTING WAREHOUSE
N
EXISTING ENTITY TO REMAIN
CHESTNUT STREET
UNIFORM CONSTRUCTION CODE STATE OF NEW JERSEY, LATEST EDITION AND ALL OF ITS
SUBCODES AND AMENDMENTS (N.J. REHAB SUB CODE)
NATIONAL STANDARD PLUMBING CODE / 2021
ASHRAE 90.1 - 2019 (COMMERCIAL)
INTERNATIONAL FUEL GAS CODE / 2021
INTERNATIONAL MECHANICAL CODE / 2021
INTERNATIONAL RESIDENTIAL CODE / 2021
NATIONAL ELECTRIC CODE / 2020
ANSI A117.1-2017
WFCM (WOOD FRAMED CONSTRUCTION) HIGH WIND AREAS FOR ONE & TWO FAMILY DWELLINGS
INTERNATIONAL BUILDING CODE / 2021
INTERNATIONAL ENERGY CONSERVATION CODE - NJ ED, 2021
NEW JERSEY REHABILITATION SUBCODE 5:23-6
GUIDELINES FOR DESIGN AND CONSTRUCTION OF OUTPATIENT FACILITIES - 2018 EDITION
ALL ALTERATIONS WORK TO COMPLY WITH ALL APPLICABLE PROVISIONS OF NJAC
SECTION 5:23-6.6 OF THE NJUCC
FRANK SADEGHI DIRECTOR
JENNIFIER BACCHIONE DEPUTY DIRECTOR
ROBERT S. ARACE COMMISSIONER
SAM ELLENBOGEN COMMISSIONER
RAY GORMLEY COMMISSIONER
MICHAEL J. FIURE ADMINISTRATOR
TRACY MAKSEL, PhD DEPUTY ADMINISTRATOR
JOSEPH MEYERS SUPERINTENDENT OF BUILDINGS AND GROUNDS
RYAN REILLY CHIEF OF ADMINISTRATIVE SERVICES
ALL WORK MUST BE PROTECTED. ANY SUCH WORK DAMAGED IN THE COURSE OF
CONSTRUCTION WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.
ALL ITEMS THAT ARE DAMAGED AND NOT REUSABLE SHALL BE REPLACED BY THE
CONTRACTOR AT HIS OWN EXPENSE.
WHERE THERE MAY BE A CONFLICT BETWEEN THE DRAWINGS AND THE ACTUAL FIELD
CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECTS WHO WILL MAKE THE
NECESSARY REVISIONS.
FIELD CHECK ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION.
ALL EXISTING UTILITIES IN CONFLICT WITH THE WORK SHALL BE TURNED OFF BY THE
CONTRACTOR / UTILITY COMPANIES PRIOR TO START OF DEMOLITION / CONSTRUCTION.
THE GENERAL CONTRACTOR SHOULD BE RESPONSIBLE FOR ALL THE TRADES INVOLVED IN
THE PROJECT.
THE CONTRACTOR SHALL EXAMINE ALL EXISTING CONDITIONS PRIOR TO BIDDING AND
STARTING CONSTRUCTION & TAKE PHOTOGRAPHS OF ALL EXISTING CONDITIONS.
ALL TRADES TO DO THEIR OWN CUTTING AND PATCHING UNLESS OTHERWISE NOTED ON
THE DRAWINGS.
ALL TRADES TO COORDINATE THEIR WORK SO THERE WILL BE NO DUPLICATION OF WORK.
ALL ITEMS MARKED ON THE DRAWINGS TO BE REMOVED SHALL ALSO MEAN PATCH TO
MATCH SURROUNDING CONDITIONS.
AT THE END OF EACH WORKING DAY THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION
RUBBLE FROM THE SITE.
THE CONTRACTOR SHALL MAINTAIN THE THERMAL AND ACOUSTICAL PROPERTIES OF THE
BUILDING DURING CONSTRUCTION.
14.
13.
12.
11.
10.
7.
8.
9.
DO NOT SCALE DRAWINGS
PLANS TO CONFORM WITH THE STRUCTURE REQUIREMENTS OF THE INTERNATIONAL
BUILDING CODE, LATEST EDITION.
6.
5.
3.
4.
2.
1.
G.C. COORDINATION
THE PROJECT IS A SINGLE BID - ALL TRADES, THE G.C. TO COORDINATE ALL
DRAWINGS WITH THEIR SUB CONTRACTORS.
THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL DRAWINGS
BETWEEN ALL TRADES. WHERE THERE MAYBE OVERLAPPING RESPONSIBILITIES.
2 STORIES (EXISTING - NO CHANGE)
ALTERNATE DETAILS DOORS & WINDOWSA-3.0
EXISTING CONDITION PHOTOGRAPHSD-2.2
BUILDINGS & GROUNDS WAREHOUSE #65 EXTERIOR RENOVATIONS FOR OCEAN COUNTY
1. PROVIDE AND INSTALL NEW METAL ROOF OVER EXISTING ROOF.
2. PROVIDE AND INSTALL NEW METAL GUTTERS AND METAL DOWNSPOUTS.
3. PROVIDE AND INSTALL PVC BOOT CONNECTION FROM EXISTING LEADERS TO EXISTING STORM DRAIN
SYSTEM.
4. PROVIDE NEW SPLASH BLOCK AT ALL DOWNSPOUTS THAT ARE NOT TIED TO EXISTING STORM DRAIN
SYSTEM.
5. PROVIDE AND INSTALL NEW METAL SOFFITS.
6. EXISTING ELECTRICAL, HVAC, AND PLUMBING TO REMAIN.
7. RAISE OR EXTEND EXISTING ROOF TOP MECHANICAL EQUIPMENT, VENTS, ETC AS REQUIRED. TO INSTALL
NEW ROOFING SYSTEM AND MEET CODE.
8. REMOVE AND REPLACE EXISTING METAL SIDING FROM FINISH FLOOR/GRADE TO 3'-0" ABOVE EXISTING
FINISHED FLOOR. REFER TO FLOOR PLAN AND EXTERIOR ELEVATIONS FOR EXTEND OF REMOVAL AND
REPLACEMENT.
BASE BID
ALTERNATE #1 - CONTRACTOR SHALL STATE THE AMOUNT BEING ADDED TO THE BASE BID TO REMOVE AND REPLACE EXISTING EXTERIOR DOORS (14). REFER TO SHEET A-1.0 FOR DOOR LOCATIONS AND SHEET A-3.0 FOR DOOR DETAILS.
ALTERNATE #2 - CONTRACTOR SHALL STATE THE AMOUNT BEING ADDED TO THE BASE BID TO REMOVE AND REPLACE EXISTING EXTERIOR WINDOWS (19). REFER TO SHEET A-1.0 FOR DOOR LOCATIONS AND SHEET A-3.0 FOR
WINDOW DETAILS.
ALTERNATE #3 - CONTRACTOR SHALL STATE THE AMOUNT BEING ADDED TO THE BASE BID TO POWER WASH AND
PAINT THE EXISTING EXTERIOR OF THE BUILDING. INCLUDING COILING DOORS AND FRAMES.
BID ALTERNATES
THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. NO MODIFICATIONS ARE BEING
MADE TO THE EXISTING SYSTEM.
THE S-1 AREA DOES NOT EXCEED 12,000 SF NOR ARE COMMERCIAL VEHICLES BEING STORED,
THEREFORE AUTOMATIC SPRINKLER SYSTEMS ARE NOT REQUIRED AS PER SECTIONS
903.2.9 & 903.2.9.1
PROJECT DATA
& CODE REVIEW
1SK
MFY
COVER
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
BU
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
AutoCAD SHX Text
'-0
'-6
0' -6
96'-6" ± 208'-10"
18 1 2" METAL ROOFING RIDGE SPAN24" METAL ROOFING RIDGE SPAN
± 305'-4"
SYMBOL LEGEND
EXISTING TO BE REMOVED
X EXISTING PHOTO LOCATION & DIRECTION CALLOUT
THIS DEMOLITION PLAN INDICATED ON THIS DRAWING ARE FOR REFERENCE ONLY TO INDICATE THE EXISTING BUILDING CONDITIONS AT THE TIME OF OUR FIELD INSPECTION. ALL DEMOLITION REQUIRED TO SUCCESSFULLY COMPLETE THIS PROJECT SHALL BE INCLUDED IN THE GENERAL CONTRACTORS SCOPE OF WORK.
NOTE
GENERAL SELECTIVE DEMOLITION NOTES
PREPARATION
· PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.
· NOTIFY OWNER OF WORK WHICH MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY
OUTAGE, OR DISRUPTION. COORDINATE ALL WORK WITH OWNER.
· PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND
SHORING AS REQUIRED.
· PROTECT EXISTING LANDSCAPING MATERIALS AND STRUCTURES TO REMAIN.
· ERECT AND MAINTAIN WEATHERPROOF AIRTIGHT CLOSURES FOR EXTERIOR OPENINGS.
· ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST, ODORS AND NOISE
TO PERMIT CONTINUED OWNER OCCUPANCY.
· PROTECT EXISTING ITEMS INDICATED TO REMAIN.
· NEW ROOFING SYSTEM INSTALLED ON TOP OF EXISTING SYSTEM (TYP.)
TAGGED DEMOLITION NOTES
REMOVE & REPLACE EXISTING GUTTERS, DOWNSPOUTS AND BOOTS AS INDICATED ON DRAWINGS AND REPLACE WITH NEW - MATCH
EXISTING, TIE TO STORM SYSTEM (TYP.)
EXISTING ROOF PENETRATION TO REMAIN, RESEAL AND EXTEND AS REQUIRED BY CODE TO ACCOMMODATE NEW ROOF SYSTEM
(TYP. OF EACH)
EXISTING ROOF SYSTEM TO REMAIN - PROVIDE NEW ROOF OVERLAY - SEE ROOF PLAN FOR ADDITIONAL INFORMATION (TYP.)
1 1 1 1 1 1
1 1 1 1 1 1
ALTERNATE #1 - REMOVE EXISTING DOORS, HARDWARE, AND FRAME AND REPLACED WITH NEW. REPAIR/PATCH SUROUNDING CONDITIONS AS
REQUIRED FOR NEW WORK. (TYP.)
SELECTIVE DEMOLITION:
· DEMOLISH AND REMOVE COMPONENTS IN ORDERLY AND CAREFUL MANNER, IN SEQUENCE OUTLINED IN SUBMITTED AND
APPROVED SCHEDULE.
· PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS.
CLEAN UP:
· REMOVE DEMOLISHED MATERIALS FROM SITE AS WORK PROGRESSES.
· LEAVE AREAS OF WORK IN CLEAN CONDITION.
· DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL STATE AND MUNICIPAL REQUIREMENTS. PROVIDE LOAD TICKETS WHERE
APPLICABLE.
EXISTING TO REMAINE
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
ALTERNATE #2 - REMOVE AND REPLACE ALL WINDOWS (19) - REPAIR/REPLACE ANY ROTTED SILL, ETC. MATCH EXISTING CONDITIONS.
(TYP.)
RIDGE RIDGE RIDGE
REMOVE EXIST'G ROOF RIDGE VENT AND REPLACE WITH NEW AS PART OF NEW ROOFING OVERLAY SYSTEM (TYP.)
NEW METAL ROOF TO BE
INSTALLED OVER EXISTING
SCALE:
ROOF DEMOLITION PLAN
D-1.0
3/32 = 1'-0"
SCALE:
DEMOLITION FLOOR PLAN
D-1.0
3/32 = 1'-0"
DASHED LINES INDICATES
FACE OF BUILDING BELOW
1'-
" EXISTING BUILDING, INCLUDING
CONC. FLOOR SLAB, HVAC,
PLUMBING & ELECTRICAL TO
REMAIN (TYP.)
6 6
E E E E E E 5 5
77777
7 7 7 7 77 7 7
± 305'-0"
DASHED LINES INDICATES ROOF
OVERHANG & GUTTER ABOVE
6 6 6
55 5 5 5 5 5 5 5
REMOVE PORTION OF EXISTING METAL WALL PANELS FROM FINISH FLOOR/CONC. APRON TO 3'-0" A.F.F. AND REPLACE WITH METAL PANEL AS SPECIFIED TO MATCH SURROUNDING CONDITIONS. REFER TO DETAIL 6/A-2.0 FOR ADDITIONAL INFORMATION. (TYP.)
ALTERNATE #3 - EXISTING METAL WALL PANELS TO REMAIN, GC. TO POWER WASH AND PAINT EXISTING BUILDING. PRIMED AND
PAINTED 2 COATS (EXTERIOR) (TYP.)
5 5
DEMOLITION FLOOR PLAN
& ROOF PLAN
2SK
MFY
D-1.0
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
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Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
1 2 3 4
5 6 7 8
9 10 11 12
SCALE:
EXISTING CONDITIONS WAREHOUSE PHOTOGRAPHS
D-2.0
N.T.S.
EXISTING CONDITION
PHOTOGRAPHS
3SK
MFY
D-2.0
BASE BID EXISTING ROOF PENETRATION
TO REMAIN, RESEAL, REFLASH AND
EXTEND AS REQUIRED BY CODE TO
ACCOMMODATE NEW ROOF SYSTEM (TYP.)
BASE BID EXISTING ROOF PENETRATION TO
REMAIN, RESEAL, REFLASH, AND EXTEND
AS REQUIRED BY CODE TO ACCOMMODATE
NEW ROOF SYSTEM (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF SYSTEM TO
REMAIN - PREPARE SURFACE FOR NEW
METAL ROOF OVERLAY - SEE ROOF PLAN
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID EXISTING ROOF PENETRATION
TO REMAIN, RESEAL, REFLASH AND
EXTEND AS REQUIRED BY CODE TO
ACCOMMODATE NEW ROOF SYSTEM (TYP.)
BASE BID EXISTING ROOF PENETRATION
TO REMAIN, RESEAL, REFLASH AND
EXTEND AS REQUIRED BY CODE TO
ACCOMMODATE NEW ROOF SYSTEM
(TYP.)
BASE BID EXISTING ROOF PENETRATION
TO REMAIN, RESEAL, REFLASH AND
EXTEND AS REQUIRED BY CODE TO
ACCOMMODATE NEW ROOF SYSTEM (TYP.)
BASE BID ALL EXISTING METAL DUCTS TO
BE CLEANED & PAINTED. (1) COAT RUST
INHIBITOR, (2) COATS FINISH PAINT
SUITABLE FOR EXTERIOR METAL (TYP.)
BASE BID ALL EXISTING METAL DUCTS TO
BE CLEANED & PAINTED. (1) COAT RUST
INHIBITOR, (2) COATS FINISH PAINT
SUITABLE FOR EXTERIOR METAL (TYP.)
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
BASE BID NEW
FLASHING
BASE BID NEW
FLASHING
9 10 11 12
SCALE:
EXISTING CONDITIONS WAREHOUSE PHOTOGRAPHS
D-2.1
N.T.S.
EXISTING CONDITION
PHOTOGRAPHS
4SK
MFY
D-2.1
ALT. #1 REPAIR DAMAGED GWB, TRIM,
PANELS, ETC. CAUSED BY THE
REPLACEMENT OF THE DOOR/FRAME,
PRIME AND PAINT TO MATCH
SURROUNDING CONDITIONS (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
BASE BID NEW ALUMINUM SOFFIT ENCLOSURE AT ENTIRE SIDE
OF THE BUILDING. CONTRACTOR TO VERIFY ALL EXISTING
STRUCTURAL SIZES AND SPACING IN THE FIELD (TYP.)
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
BASE BID REMOVE
EXISTING WIRE MESH
(TYP.)
BASE BID REMOVE
EXISTING WIRE MESH (TYP.)
BASE BID REMOVE PORTION OF EXISTING METAL
SIDING FROM FINISH FLOOR/BOTTOM OF
EXISTING PANEL TO 3'-0" ABOVE FINISHED
FLOOR AND REPLACE WITH NEW METAL PANEL
AS SPECIFIED. (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE
EXISTING WINDOWS AND
FRAMES AND REPLACED
WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL
INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
9 10 11 12
SCALE:
EXISTING CONDITIONS WAREHOUSE PHOTOGRAPHS
D-2.2
N.T.S.
EXISTING CONDITION
PHOTOGRAPHS
5SK
MFY
D-2.2
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
BU
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
BASE BID REMOVE PORTION OF EXISTING METAL SIDING
FROM FINISH FLOOR/BOTTOM OF EXISTING PANEL TO
3'-0" ABOVE FINISHED FLOOR AND REPLACE WITH NEW
METAL PANEL AS SPECIFIED. (TYP.) BASE BID REMOVE PORTION OF EXISTING METAL SIDING
FROM FINISH FLOOR/BOTTOM OF EXISTING PANEL TO
3'-0" ABOVE FINISHED FLOOR AND REPLACE WITH NEW
METAL PANEL AS SPECIFIED. (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW - SEE FLOOR PLANS
FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.) ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW - SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
AutoCAD SHX Text
'-0
'-6
0' -6
96'-6" ± 208'-10"
18 1 2" METAL ROOFING RIDGE SPAN24" METAL ROOFING RIDGE SPAN
± 305'-4"
S
LO
PE
0.
/1
A
A
B
BB B
B C
C
C C
C
ZONE 3 ZONE 3
ZONE 3 ZONE 3
C
ZONE 2 ZONE 2
ZONE 2
ZONE 2
ZONE 1
ZONE 1
DDDD D D D D D D
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
S
LO
PE
0.
/1
RIDGE RIDGE RIDGE
A-2.0
A-2.1
A-2.0
A-2.1
A-2.1
A-2.1
SIM.
A-2.1
SIM.
NEW ROOFING SYSTEM WILL BE CONSTRUCTED
OVER EXISTING ROOFING SYSTEM - SEE A-3.0
FOR ADDITIONAL DETAILS (TYP.)
SEE PHOTOS FOR
LOCATIONS OF
PENETRATIONS (TYP.)
E E E E E
EE E E E
NOTE:
ALL ZONES SIMILAR, G.C. TO SUBMIT
SHOP DRAWINGS FOR REVIEW
± 305'-0"
1'-
2 3 4 5 6
891011121314
EXISTING BUILDING TO
REMAIN (TYP.)
ALT. #3 - EXISTING OVERHEAD
DOOR TO REMAIN - CLEAN,
PRIME AND PAINT (TYP.)
ALT. #2 - REMOVE AND REPLACE
ALL WINDOW UNITS, COORDINATE
LOCATION IN FIELD WITH
ARCHITECT. REFER TO SHEET
A-3.0 FOR ADDITIONAL
INFORMATION (TYP. ALL WINDOWS)
DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
SEE DRAWING A-2.1 FOR TYPICAL FRAMING DETAILS
FIELD COORDINATE WITH ROOF PLAN
ROOF FLAT AREA
21,800 SQFT
ROOF SLOPE ± 0.5/12
G.C. TO V.I.F. ALL DIMENSIONS
NEW ROOFING AS MANUFACTURED BY "IMETCO" OR
ARCHITECT APPROVED EQUAL WITH PREMIUM GRADE
FINISHES.
REFER TO SPECIFICATIONS FOR ADDITIONAL
INFORMATION (TYP.)
SUBMIT FULL SHOPS DRAWINGS AND SAMPLES FOR
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION (TYP.)
1. THE OWNER WILL JET AND SCOPE THE EXISTING
STORM LINES PRIOR TO CONSTRUCTION. (TYP.)
2. OWNER WILL REMOVE AND REINSTALL ALL
LIGHTING AND SECURITY CAMERAS (TYP.)
IMPORTANT NOTES
TAGGED NOTES
A METAL ROOFING OVER STRUCTURAL RETROFIT SUB-FRAMING SYSTEM OVER EXISTING METAL ROOF AS SPECIFIED (TYP.)
· EXISTING METAL ROOF TO REMAIN, UNLESS INDICATED OTHERWISE.
· BASIS OF DESIGN:
METAL ROOFING, GUTTERS, DOWNSPOUTS, SNOW GUARDS: "IMETCO" OR ARCHITECT APPROVED EQUAL
STRUCTURAL RETROFIT SUB-FRAMING SYSTEM: "INTELLIFRAME RF (IRF)"
ROOF ZONE 1: 5.5" TALL IRF ZEE @ 5'-0" O.C. MAX.
ALUMINUM 16" ZIPRIB PANEL
ROOF ZONE 2: 5.5" TALL ROOF HUGGERS @ 4'-8" O.C. MAX.
ALUMINUM 16" ZIPRIB PANEL
ROOF ZONE 3: 3.25" TALL IRF HAT @ 2'-0" O.C. MAX.
2.25" TALL IRF HAT @ 2'-4" O.C. MAX.
ALUMINUM 16" ZIPRIB PANEL
· G.C. MUST SUBMIT A FULL SET OF COMPLETE ENGINEERED SHOP DRAWINGS FOR THE ROOF SUB-FRAMING SYSTEM, ROOFING PANEL SYSTEM, AND ALL RELATED ITEMS FOR REVIEW AND APPROVAL PRIOR TO ANY WORK BEING DONE
(TYP.)
· ALL SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A P.E. LICENSED IN THE STATE OF NEW JERSEY (TYP.)
· THE SUB-RAFTER & SUB-PURLINS SIZING, SPACING, AND LOCATIONS MAY VARY FROM THAT SPECIFIED BASED ON FINAL
ENGINEERING BY THE MANUFACTURER (TYP.)
· G.C. TO INSTALL NEW RETROFIT ROOF SUB-FRAMING SYSTEM AND NEW ROOF PANEL SYSTEM, INCLUDING ALL RELATED
FASTENERS, TRIM, AND ACCESSORIES AS PER THE MANUFACTURER SPECIFICATIONS (TYP.)
· G.C. TO PROVIDE FASTENERS WITH SLEEVES WHEN THE EXISTING STAND-OFF CLIPS/THERMAL BLOCKS ARE GREATER
THAN 1-INCH (TYP.)
B 8"x8" .050 ALUMINUM GUTTER SYSTEM WITH (22) 6"x6" DOWNSPOUTS W/ 6"x6" OUTLET TUBES, ON EACH SIDE OF BUILDING - ROOFING MANUFACTURER TO PROVIDE NEW PVC CONNECTIONS WITH CLEAN OUTS FROM NEW LEADERS TO EXISTING DRAIN SYSTEM WHERE EXISTING DRAIN SYSTEM ALLOWS FOR TIE IN. ALL EXISTING SPLASH BLOCK LOCATIONS WILL RECEIVE NEW SPLASH BLOCKS. FIELD VERIFY EXACT LOCATION OF ALL DOWNSPOUTS WITH ARCHITECT / OWNER. SPACED 30'-0" O.C. MAXIMUM G.C. IS TO TIE DOWNSPOUTS INTO EXISTING UNDERGROUND
STORM WATER LINES (TYP.)
C EXISTING ROOF PENETRATION TO REMAIN, EXTEND AS REQUIRED BY CODE TO ACCOMMODATE NEW ROOF
SYSTEM (TYP.)
D NEW ALUMINUM SOFFIT ENCLOSURE AT ENTIRE SIDE OF THE BUILDING - SEE DETAILS FOR ADDITIONAL INFORMATION. CONTRACTOR TO VERIFY ALL EXISTING STRUCTURAL SIZES AND SPACING IN THE FIELD.
E
F ALL METAL OVERHEAD DOORS TO BE CLEANED & PAINTED. (1) COAT RUST INHIBITOR (2) COATS FINISH PAINT
SUITABLE FOR EXTERIOR METAL. (TYP.)
PROVIDE AND INSTALL SNOW GUARDS AS PER MANUFACTURER SPECIFICATIONS.
SCALE:
EXISTING WAREHOUSE DOOR LOCATION PLAN
A-1.0
3/32 = 1'-0"
SCALE:
ROOF PLAN
A-1.0
3/32 = 1'-0"
A-2.0
A-2.03
A-2.0
A-2.0
ALT. #2 - REMOVE AND REPLACE ALL
WINDOW UNITS, COORDINATE
LOCATION IN FIELD WITH ARCHITECT.
REFER TO SHEET A-3.0 FOR
ADDITIONAL INFORMATION (TYP. ALL
WINDOWS)
ALT. #2 - REMOVE AND REPLACE
ALL WINDOW UNITS, COORDINATE
LOCATION IN FIELD WITH
ARCHITECT. REFER TO SHEET
A-3.0 FOR ADDITIONAL
INFORMATION (TYP. ALL WINDOWS)
ALT. #2 - REMOVE AND REPLACE
ALL WINDOW UNITS, COORDINATE
LOCATION IN FIELD WITH
ARCHITECT. REFER TO SHEET
A-3.0 FOR ADDITIONAL
INFORMATION (TYP. ALL WINDOWS)
ALT. #3 - EXISTING OVERHEAD
DOOR TO REMAIN - CLEAN,
PRIME AND PAINT (TYP.)
ALT. #3 - EXISTING OVERHEAD
DOOR TO REMAIN - CLEAN,
PRIME AND PAINT (TYP.)
FLOOR PLAN &
ROOF PLAN
6SK
MFY
A-1.0
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
A-2.0
SCALE:
EAST ELEVATION
A-2.0
3/32" = 1'-0"SCALE:
WEST ELEVATION
A-2.0
3/32" = 1'-0"
SCALE:
SOUTH ELEVATION
A-2.0
3/32" = 1'-0"
SCALE:
NORTH ELEVATION
A-2.0
3/32" = 1'-0"
A-2.0
A-2.0
A-2.0
A-2.0
A-2.0
8 9 10 11 12 13 14
65432
NEW ROOF SYSTEM APPLIED TO
EXISTING ROOF SYSTEM (TYP.)
NEW ROOF SYSTEM APPLIED TO
EXISTING ROOF SYSTEM (TYP.)
NEW ROOF SYSTEM APPLIED TO
EXISTING ROOF SYSTEM (TYP.)
NEW ROOF SYSTEM APPLIED TO
EXISTING ROOF SYSTEM (TYP.)
ALT. #3 EXISTING
OVERHEAD/COILING DOORS TO
REMAIN, CLEAN, SAND, PREP AND
RE-PAINT. TYP. AT ALL
OVERHEAD/COILING DOORS (COLOR
AS SELECTED BY OWNER)
ALT. #3 EXISTING
OVERHEAD/COILING DOORS TO
REMAIN, CLEAN, SAND, PREP AND
RE-PAINT. TYP. AT ALL
OVERHEAD/COILING DOORS (COLOR
AS SELECTED BY OWNER)
ALT. #3 EXISTING
OVERHEAD/COILING DOORS TO
REMAIN, CLEAN, SAND, PREP AND
RE-PAINT. TYP. AT ALL
OVERHEAD/COILING DOORS (COLOR
AS SELECTED BY OWNER)
NEW METAL WALL
PANEL (TYP.) (REFER
TO DETAIL)
NOTES:
REPLACE EXISTING GUTTER AND DOWNSPOUTS, SIZES TO
MATCH EXISTING. COLOR AS SELECTED BY OWNER. EXISTING
DOWNSPOUT BOOT TO REMAIN, TIE NEW DOWNSPOUT INTO
EXISTING SYSTEM. (TYP.)
CONTRACTOR TO FIELD VERIFY IRRIGATION SYSTEM SPRINKLER
HEADS AND UNDERGROUND PIPING WITH OWNER PRIOR TO
WORK.
ALT. #1 - REPLACE ALL 'MAN' DOORS WITH NEW. REFER TO
FLOOR PLAN AND DOOR SCHEDULE FOR ADDITIONAL
INFORMATION.
ALT. #2 - REMOVE AND REPLACE ALL WINDOWS (19).
REPAIR/REPLACE ANY ROTTED SILL, ETC. MATCH EXISTING
CONDITIONS
ALT. #3 - POWER WASH AND REPAINT EXISTING BUILDING AND
COILING DOORS.
1.
2.
EXISTING GAS METER
AND PIPING TO REMAIN
EXISTING HVAC UNITS,
DISCONNECTS, LINE
SETS, ETC. TO REMAIN
EXISTING CONDUIT
TO REMAIN
EXISTING UTILITY
POLE TO REMAIN
PROVIDE AND INSTALL NEW ROOF LEADER
AT LOCATIONS WHERE MISSING (3)
NEW SPLASH BLOCK,
TYP. OF 4
NEW SPLASH
BLOCK, TYP. OF 4
EXISTING CONDUIT AND
BUS DUCT TO REMAIN
EXISTING HOSE BIBB TO REMAIN
EXISTING DISCONNECT
TO REMAIN
EXISTING LINE SET
TO REMAIN
PROVIDE AND INSTALL NEW
ROOF LEADER AT LOCATIONS
WHERE MISSING (3)
14'-0" PANELS
ALIGN W/ WINDOW
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
NEW METAL WALL PANEL
(REFER TO DETAIL) (TYP.)
ALT. #3 EXISTING METAL WALL PANELS
TO REMAIN, POWER WASH AND PAINT
(PRIMED AND PAINTED 2 COATS) (TYP.)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW -SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP. ALL
WINDOWS)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW -SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP. ALL
WINDOWS)
ALT. #2 REMOVE EXISTING WINDOWS AND
FRAMES AND REPLACED WITH NEW -SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW -SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.
ALL DOORS)
ALT. #1 REMOVE EXISTING DOOR AND FRAME
AND REPLACED WITH NEW -SEE FLOOR
PLANS FOR ADDITIONAL INFORMATION (TYP.
ALL DOORS)
FIELD CUT EXISTING PANELS 3'-0" ABOVE
CONC. APRON/FINISH FLOOR
NEW CONTINUOUS UPPER DRIP FLASHING
INSTALLED BEHIND EXISTING WALL PANELS.
FIELD CUT CORRUGATED PANEL BELOW
EXISTING FASTENERS (TYP.)
8" HORIZONTAL FURRING CHANNEL @ 18"
O.C. MAX., INSTALL OVER NEW VERTICAL
METAL STUDS
BOTTOM DRIP FLASHING, SECURE TO
8" FURRING CHANNEL
NEW WALL PANEL - "R" PANEL AS MANUF.
BY "IMETCO" OR ARCHITECT APPROVED
EQUAL. MATCH EXISTING. (TYP.)
O .C
M
AX
TY
P.
3' -0
FINISHED FLOOR
EXISTING EXTERIOR CONC. WALK TO
REMAIN (TYP.)
3 58" R-13 FOIL FACED INSULATION (TYP.)
3 58" 18 GA. METAL STUDS @ 16" O.C.
3 58" 18 GA. METAL
TRACK (TYP.)
3 58" 18 GA. METAL
TRACK (TYP.)
EXISTING HORIZ.
WALL STRUCTURE
TO REMAIN (TYP.)
SCALE:
WALL RESTORATION SECTION
A-2.0
1 1/2" = 1'-0"
NEW SOFFIT PANEL
DETAIL A
NEW .040 METAL
PANEL #311 AS
MANUF/ BY "IMETCO"
OR ARCHITECT
APPROVED EQUAL.
FLASHING
NEW ANGLE TRIM
RIVETED TO PANEL
NEW SUPPORT ZEE
A
A
NEW ZIP RIB PANEL BY IMETCO OR
ARCHITECT APPROVED EQUAL (TYP.)
NEW .050 ALUMINUM
GUTTERS AND .050 LEADERS
BY IMETCO OR ARCHITECT
APPROVED EQUAL (TYP.)
BEAM FLASHING W/ ALUM
END CAP - BOX IN W/ METAL
PANEL #311 AS MANUF/ BY
"IMETCO" OR ARCHITECT
APPROVED EQUAL.
SOFFIT PANEL ATTACHED TO
EXISTING C-CHANNELS AND NEW
FASTENING ANGLE @ WALL
.063 BEAM COVER
FLASHING BEYOND.
DETAIL B
NEW EAVE FASCIA
B
B
NOTE: CONTRACTOR TO VERIFY
ALL EXISTING CONDITIONS PRIOR
TO STARTING ANY WORK (TYP.)
EXISTING ROOF PANELS (TYP.)
6 14"
1'-
3"
A-2.1
A-2.1 SIM.
G.C. TO PROIVDE & INSTALL NEW SNOW
GUARDS AS MANUF BY "IMETCO" OR
ARCHITECT APPROVED EQUAL.
SCALE:
TYPICAL SOFFIT DETAILS
A-2.0
1 1/2" = 1'-0"
EXTERIOR ELEVATIONS &
DETAILS
7SK
MFY
A-2.0
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
BU
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T O
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AN
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TO
M S
R
IV
ER
NE
W J
ER
S
EY
YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8/A
NOTE: THIS DETAIL IS ONLY SUITABLE FOR PENETRATIONS THAT ALLOW
FOR 1" MIN. CLEARANCE FROM OUTSIDE OF BOOT BASE TO PANEL RIB.
THE INSTALLER MUST COORDINATE WITH GC AND OTHER TRADES.
1" MIN
TYP.
FOR EXTREME TEMPERATURE APPLICATIONS REFER TO MANUFACTURER SPECIFICATIONS
STAINLESS STEEL DRAW
BAND (TYP.)
METAL STORM COLLAR FINISH TO
MATCH ROOF (TYP.)
RUBBER BOOT (DEKTITE BY ITW
BUILDEX OR APPROVED EQUAL)
CUT TO SUIT PIPE PENETRATION
(TYP.)
RIVET BOOT TO PANEL (F7) @ 3"
o/c WITH CONT. BEAD OF
SEALANT (S1) BETWEEN BOOT &
PANEL (TYP.)
NOTE:
WHEN THE PIPE IS FIXED TO THE
STRUCTURE AND NOT DESIGNED
TO FLOAT WITH ROOF PANELS.
CUT HOLE IN PANEL TO ALLOW
FOR THE MAX. ANTICIPATED
THERMAL EXPANSION. (USUALLY
1" WIDER THAN PIPE)
EXTEND EXISTING PIPE AS
REQUIRED TO MEET CODE
(TYP.)
5.5" TALL IRF ZEE
5.5" TALL IRF ZEE
2.25"
3.25"
IRF
5.5" TALL IRF ZEE
3.25" TALL IRF HAT
IRF ZEE
2.25" TALL IRF HAT
2'- 0"
2'- 0"
2'- 0"
2'- 0"
NOTE:
ALL ZONES SIMILAR, G.C.
TO SUBMIT SHOP
DRAWINGS FOR REVIEW.
NOTES:
1. ALL FASTENERS TO BE PROVIDED BY G.C.
2. FOR EXISTING TRAPEZOIDAL SSR WITH STAND-OFF CLIP AND THERMAL SPACER, REFER TO
DETAIL SHEET HA-10-TSO
3. ALL NEW ROOF SYSTEMS, INCLUIDNG PANEL, FASTENER, TRIM, AND ACCESSORIES, TO BE
INSTALLED PER THE MANUFACTUER'S STANDARDS.
5.5" TALL IRF ZEE
5/A (SECOND ONE)
ROOF DETAILS
8SK
MFY
A-2.1
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website: www.yezziassociates.com
ENGINEERING
18 Washington Street P.O. Box 1638
ARCHITECTURE
PLANNING
MANAGEMENT
O W
NE
R S
HI
P
O F
DO
CU
M
EN
TS
: T his d oc um en t, id ea s an d de si gn s inc or po ra te d he re in, a re in st ru me nt s of p ro fe ss ion al se rv ice a nd a re t he p ro pe rt y of
Y ez zi As so cia te s an d ar e no t to b e us ed , c op ie d or r ep ro du ce d in wh ole o r in pa rt w ith ou t ap pr ov al of
Y ez zi As so cia te s.
T he se d oc um en ts h av e be en r ev ie we d wi th t he c lie nt p rio r to b ei ng s ign ed a nd s ea le d by Y ez zi
As so cia te s to in su re c on fo rm an ce w ith c lie nt s sc op e of w or k.
Pr oj ec t
Project Bid Date
Revisions By Date
Seal
-NJArchitect No. C 7475 Planner No. 2368 Architect No. 019392 Architect No. 012739B Architect No. 7460 Architect No. 8475 Architect No. 5975 Architect No. 92394 Architect No. 5733 Architect No. 9787-005 Architect No. 39914 Architect No. 30262377
-NJ
-NY
-PA
-CT
-NC
-SC
-FL
-NV
-WISC
-NCARB
-AIA
Architect No. AI01544800 Architect No. 023995
-NJ
-NY
Massimo Francis Yezzi, Jr.
Philip J. Reina
Signature Not Valid Without Raised Seal Signature Date
Do Not Scale Drawings - Field check all dimensions prior to start of construction.
BU
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W J
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S
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YEZZI INTERIORS
Tel: 732-240-3432
Sara Reidmiller Int. Designer No. ID0050100 -NJ
-NCIDQInt. Designer No. 37166
Samantha Karaczun Int. Designer No. ID0052100 -NJ
-NCIDQInt. Designer No. 240207
BG2026-007
SCALE:
TYP. RIDGE DETAIL
A-2.1
3"=1'-0"
SCALE:
HAT GRID INTELLIFRAME RF (IRF)
A-2.1
NOT TO SCALESCALE:
IRF ATTACHMENT TO EXISTING PURLIN
A-2.1
NOT TO SCALE
SCALE:
IRF ATTACHMENT TO EXISTING PURLIN
A-2.1
NOT TO SCALE
SCALE:
IRF LAP ATTACHMENT
A-2.1
NOT TO SCALE
NEW ROOFING AS MANUFACTURED BY
"IMETCO" OR ARCHITECT APPROVED
EQUAL WITH PREMIUM GRADE FINISHES
(TYP.)
.040 GA. ALUM. PANELS. COLOR AS
SELECTED BY OWNER (TYP.)
SUBMIT FULL SHOP DRAWINGS AND
SAMPLES FOR REVIEW AND APPROVAL
PRIOR TO CONSTRUCTION (TYP.)
SCALE:
TYP. ROOF PENETRATION DETAIL
A-2.1
3"=1'-0"
SCALE:
TYP. ROOF PENETRATION DETAIL
A-2.1
3"=1'-0"
SCALE:
WIND/SNOW LOAD CALCULATIONS
A-2.1
NOT TO SCALE
SCALE:
TYP. GUTTER DETAIL
A-2.1
3"=1'-0"
WINDOW UNIT
(HORIZONTAL SLIDE, 1"
INSULATED GLASS)
WINDOW FASTENER BY
"GLOBAL BUILDING PRODUCTS"
INSTALL AS PER MANUF.
SPECIFICATIONS (TYP.)
NEW SEALANT
CONTINUOUS AROUND
OUTSIDE OF PANEL
BASE (TYP.)
EXISTING FRAMED
OPENING JAMB (TYP.)
EXISTING FRAMED
OPENING
HEADER (TYP.)
WINDOW FASTENER BY
"GLOBAL BUILDING
PRODUCTS" INSTALL
AS PER MANUF.
SPECIFICATIONS (TYP.)
NEW SEALANT
CONTINUOUS
AROUND OUTSIDE OF
PANEL BASE (TYP.) FRAMED
OPENING SILL
PANEL CLOSURE
W/ NEW SEALANT
(TYP. EACH SIDE)
WJ-1WH-1 WS-1
EXISTING WALL TO
REMAIN - REPAIR
AS REQ'D. (TYP.)
EXISTING WALL
TO REMAIN -
REPAIR AS
REQ'D.
SCALE:
WINDOW DETAILS
A-3.0
1 1/2" = 1'-0"
REPLACE EXISTING WINDOW
UNITS IN-KIND (SLIDER UNITS
W/ 1" INSULATED GLASS) AS
MANUF. BY "GLOBAL BUILDING
PRODUCTS." SUBMIT SHOP
DRAWINGS FOR REVIEW.
G.C. TO VERIFY WINDOW SIZES.
SUBMIT SHOP DRAWINGS FOR
REVIEW PRIOR TO
INSTALLATION (TYP.)
SCALE:
EXISTING CONDITION PHOTOGRAPH
A-3.0
1/4" = 1'-0"
DOOR HARDWARE SETS
DOOR SCHEDULE
RATING LABEL
(MINUTES)
3'-0"x7'-0"x1 3/4 0
2 FRP
HARDWARE
SET
3'-0"x7'-0"x1 3/4 12"x12"x1" 0FRP
D-1 0
H-1 J-1 S-1
3'-0"x7'-0"x1 3/4 0FRP5
3'-0"x7'-0"x1 3/4 0FRP6
3'-0"x7'-0"x1 3/4 12"x12"x1" 0FRP7
3'-0"x7'-0"x1 3/4 0FRP8
3'-0"x7'-0"x1 3/4 0FRP9
3'-0"x7'-0"x1 3/4 0FRP10
3'-0"x7'-0"x1 3/4 0FRP11
3'-0"x7'-0"x1 3/4 0FRP12
3'-0"x7'-0"x1 3/4 0FRP13
3'-0"x7'-0"x1 3/4 0FRP14
FRP
FRP
3'-0"x7'-0"x1 3/4
3'-0"x7'-0"x1 3/4
24"x36"x1"
D-2
D-1
D-3
D-2
D-2
D-3
D-1
D-1
D-1
D-1
D-1
D-1
D-1
F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
J-1 S-1 F-1
24"x36"x1"
24"x36"x1"
24"x36"x1"
24"x36"x1"
24"x36"x1"
24"x36"x1"
24"x36"x1"
24"x36"x1"
NONE
NONE
NONE
SET 01 - EXTERIOR DOOR W/ KEY ENTRY
1 CONTINUOUS HINGE
1 RIM EXIT DEVICE
1 EXIT DEVICE TRIM
1 RIM CYLINDER
1 CONSTRUCTION CORE
1 PERM CORMAX CORE
1 CLOSER
1 KICK PLATE
1 WEATHER STRIP
1 DRIP CAP
1 AUTO DOOR BOTTOM
1 SADDLE THRESHOLD
1,2,3,4,5,6
1. ALL GLAZING AT DOORS ARE TO BE 1" INSULATED SAFETY GLASS TEMPERED (1
4" SAFETY GLASS TEMPERED / 1 2" AIR SPACE / 14" SAFETY GLASS TEMPERED)
2. ALL FRP DOORS ARE TO BE BY "SPECIAL-LITE" MODEL# SUPER-TOUGH SL-17 PEBBLEGRAIN FLUSH DOOR OR ARCHITECT APPROVED EQUAL, COLOR AS SELECTED BY OWNER FROM ALL AVAILABLE COLORS, W/ ALUMINUM FRAMES AS
INDICATED ON DRAWINGS (TYP.)
3. G.C. IS TO FIELD VERIFY THE ROUGH & FINISH OPENINGS FOR ALL DOORS (TYP.)
4. G.C. MUST SUBMIT A FULL SET OF SHOP DRAWINGS FOR ALL DOORS, FRAMES, HARDWARE AND ALL RELATED ITEMS FOR REVIEW AND APPROVAL PRIOR TO ANY WORK BEING DONE (TYP.)
5. ALL INTEGRAL DOOR SWEEPS ARE TO BE BY "SPECIAL-LITE" MODEL# SL-301 OR ARCHITECT APPROVED EQUAL (TYP.)
6. REPAIR ALL DAMAGED GYP. BD., TRIM, ETC. EFFECTED BY DOOR AND FRAME REPLACEMENT, PRIME AND PAINT TO MATCH SURROUNDING CONDITIONS (TYP.)
7. EXISTING PUSH BUTTON LOCK TO BE REMOVED AND REINSTALLED ON NEW DOOR - ALL OTHER HARDWARE AS PER HARDWARE SCHEDULE BELOW (TYP.)
1. ALL HARDWARE MUST BE ADA COMPLIANT (TYP.)
2. ALL EXISTING REMAINING HARDWARE IS TO BE CLEANED & SERVICED BY THE G.C. AS PART OF THEIR BASE BID (TYP.)
3. THE COUNTY STANDARD FOR CORES IS "BEST" 7 PIN "CORMAX" AND KEYS. ALL NEW HARDWARE MUST BE ABLE TO INTERFACE WITH THE OCEAN COUNTY STANDARD HARDWARE REQUIREMENTS. REFER TO DOOR HARDWARE
SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
4. EXISTING PUSH BUTTON LOCK AT DOOR 10 TO BE REMOVED AND REINSTALLED ON NEW DOOR - ALL OTHER HARDWARE AS PER HARDWARE SCHEDULE (TYP.)
DOOR HARDWARE SET NOTES
DOOR NOTES
1,2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6
2,3,4,5,6
2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6,7
1,2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6
1,2,3,4,5,6
SET 02 - EXTERIOR DOOR W/ KEYPAD
1 CONTINUOUS HINGE
1 RIM EXIT DEVICE
1 NEXTOUCH EXIT TRIM
1 MORTISE CYLINDER
1 CONSTRUCTION CORE
1 PERM CORMAX CORE
1 CLOSER
1 KICK PLATE
1 WEATHERSTRIP
1 DRIP CAP
1 AUTO DOOR BOTTOM
1 SADDLE THRESHOLD
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
H-1
MAT'LTYPENO. DOOR SIZE GLASS NOTESSILLJMB.HD. FRAME
F-1
ALUMINUM DOOR
FRAME
3'-0"2" 2"
2" 7'
-0
SCALE:
FRAME TYPES
A-3.0
1/4" = 1'-0"
D-1
FRP DOOR
24"x36"
1" INSULATED
GLASS
SEE
SCHEDULE
S
EE
S
CH
ED
UL
E
D-2 D-3
FRP DOOR
SEE
SCHEDULE
S
EE
S
CH
ED
UL
E
FRP DOOR
SEE
SCHEDULE
S
EE
S
CH
ED
UL
E
12"x12"
1" INSULATED
GLASS
SCALE:
DOOR TYPES
A-3.0
1/4" = 1'-0"
1 2"
13 4
NEW FRP DOOR
NEW SEALANT AT JOINT (TYP).
J-1
EXISTING SHORT CLIP
TO REMAIN (TYP.)
EXISTING SUB-JAMB - TO
REMAIN, REPAIR AS REQ'D.
EXISTING GIRT TO REMAIN (TYP.)
2 1 4" 2"
NEW ALUMINUM FRAME
2"
134"
S-1
1/ 2"
M
AX
NEW FRP DOOR
NEW 1/2" SEALANT,
BACKER ROD &
PREFORMED
EXPANSION JT.
NEW ADA
COMPLIANT
SADDLE
EXTERIOR
CONC.
EDGE OF NEW
DOOR JAMB
BEYOND
EXISTING METAL PANEL
TO REMAIN (TYP.)
EXISTING FLASHING
TO REMAIN - REPAIR
AS REQUIRED BY NEW
DOOR FRAME
INSTALLATION (TYP.)
EXISTING GIRT TO REMAIN
(TYP.)
NEW ALUMINUM
FRAME
NEW SEALANT AT
JOINT (TYP).
NEW FRP
DOOR
NEW SEALANT AT
JOINT (TYP).
NEW WOOD SHIM AS
REQ'D (TYP).
H-1
SCALE:
DOOR DETAILS
A-3.0
1 1/2" = 1'-0"
BID ALTERNATE #1
BID ALTERNATE #2
BID ALTERNATE #3
1. EXTERIOR PAINT AND COATING SYSTEMS
A. METAL: STEEL PANEL PREVIOUSLY PAINTED BAKED ENAMEL FINISH
1. WATERBASED ACRYLIC SYSTEMS:
a. SEMI-GLOSS FINISH:
1) SPOT PRIME AS NEEDED: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-1310 SERIES (5.0-10.0 MILS. WET, 1.8-3.6 MILS. DRY PER COAT).
2) 2ND COAT: S-W BOND-PLEX WATERBASED ACRYLIC COATING B71W00211
3) 3RD COAT: S-W BOND-PLEX WATERBASED ACRYLIC COATING B71W00211 (5.0-10 MILS.WET, 2.4- 4.1 DRY PER COAT).
NOTE: RUSTED AREAS SSPC SP-2 HAND TOOL AND SSPC SP-3 POWER TOOL
ALTERNATE #3 PAINT
METAL WALL PANELS
OVERHEAD DOORS
A. METAL: STEEL OVERHEAD DOORS AND DOORS AND FRAMES
1. WATER BASED ALKYD SYSTEMS:
a. SEMI-GLOSS FINISH:
1) 1ST COAT: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-1310 SERIES (5.0 MILS. WET, 2.0 MILS. DRY PER COAT)
2) 2ND COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI-GLOSS B53-1150 SERIES
3RD COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI-GLOSS B53-1150 SERIES (4.0-5.0 MILS. WET, 1.4-1.7 MILS. DRY PER COAT)
ALTERNATE DETAILS
DOORS & WINDOWS
9SK
MFY
A-3.0
JULY 28, 2026
YC25108
Drawn By
Chk'd By
Sheet No.
Project No.
OF
Sheet Title
YEZZI ASSOCIATES
INTERIORS
E-mail: info@yezziassociates.com
Tel: 732-240-3433 Fax: 732-240-3463
Toms River, N.J. 08754
Website:…
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