PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

OCEAN COUNTY NJ 08701

220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
SCHINDLER RESIDENCE

SCHINDLER RESIDENCE
BLOCK: 80 LOT: 1
220 SOUTH LAKE DRIVE
LAKEWOOD TOWNSHIP

LAKEWOOD TOWNSHIP
LOT: 1
OCEAN COUNTY NJ 08701

BLOCK: 80
ABBREVIATIONS: 3-D VISUALIZATION: BUILDING CODE INFORMATION: PROJECT INFORMATION: DRAWING LIST:
A. M. G-101 COVER SHEET
@ AT MAT'L MATERIAL NJ REHABILITATION SUBCODE (NJAC 5:23-6), NJUCC, SITE INFORMATION:
A.F.F. ABOVE FINISHED FLOOR MAX MAXIMUM SUBCHAPTER 6 BLOCK: 80 LOT: 1 G-102 SPECIFICATIONS
AL ALUMINUM MECH MECHANICAL
APPRX APPROXIMATELY MIL MILLIMETER
ADDRESS: 220 SOUTH LAKE DRIVE AD-101 FOUNDATION DEMOLITION PLAN
2018 INTERNATIONAL RESIDENTIAL CODE (IRC W/ NJ LAKEWOOD TOWNSHIP
B. MIN MINIMUM AD-102 FIRST FLOOR DEMOLITION PLAN
BD BOARD MIR MIRRORED EDITS FROM 3.21) (NJAC 5: 23-3.21) OCEAN COUNTY NJ 08701
B.F.E. BASE FLOOD ELEVATION M.O. MASONRY OPENING A-100 ARCHITECTURAL SITE PLAN
BLDG BUILDING N.
BM BEAM N NORTH 2018 NATIONAL STANDARD PLUMBING CODE, NJ EDITION BUILDING AREA: A-101 FOUNDATION PLAN
BOT BOTTOM N/A NOT APPLICABLE (NJAC 5:23-3.15) EXIST FIRST FLOOR AREA / VOLUME = 3,400 SF / 34,000 CF
B.O.F. BOTTOM OF FOOTING NE NORTHEAST EXIST SECOND FLOOR AREA / VOLUME = 800 SF / 7,200 CF A-102 FOUNDATION DETAILS
BRG BEARING N.I.C. NOT IN CONTRACT
BSMT BASEMENT NO NUMBER
2017 NATIONAL ELECTRICAL CODE (NFPA 70) (NJAC EXIST TOTAL AREA / VOLUME = 4,200 SF / 10,600 CF A-103 FOUNDATION DETAILS
C. NOM NOMINAL 5:23-3.16)
C.J. CEILING JOISTS N.T.S. NOT TO SCALE ADDITION FIRST FLOOR AREA / VOLUME = 589 SF / 5,890 CF
A-104 FIRST FLOOR PLAN
CLG CEILING NW NORTHWEST 2018 INTERNATIONAL MECHANICAL CODE (NJAC 5:23-3.20) ADDITION SECOND FLOOR AREA / VOLUME = 1,843 SF / 16,587 CF A-105 SECOND FLOOR PLAN
CLR CLEAR O.
CMU CONCRETE MASONRY UNIT O.C. ON CENTER ADDITION TOTAL AREA / VOLUME = 2432 SF / 22,477 CF A-106 ROOF PLAN
C.O. CLEAN OUT OPN'G OPENING 2018 INTERNATIONAL ENERGY CONSERVATION CODE
COMP COMPOSITE OPP OPPOSITE (NJAC 5:23-3.18) TOTAL AREA / VOLUME = 6,632 SF / 33,077 CF A-201 EXTERIOR ELEVATIONS
CONC CONCRETE O.S.B. ORIENTED STRAND BOARD Catherine M. Flores,
CONT CONTINUOUS P. A-202 EXTERIOR ELEVATIONS Registered Architect
CPT CARPET PLYWD PLYWOOD 2018 INTERNATIONAL FUEL GAS CODE (NJAC 5:23-3.22) NJ License # 21AI01806800
C.T. CERAMIC TILE PT PAINT BUILDING INFORMATION: A-301 BUILDING SECTIONS
D. Q. 6152 Jeffrey Ave S
DIA DIAMETER Q.C. QUALITY CONTROL
TYPE OF CONSTRUCTION: V-B E-101 FIRST FLOOR ELECTRICAL PLAN Cottage Grove, MN 55016
OCCUPANCY USE GROUP: R-5 cell: 732.609.4813
DIM DIMENSION R. E-102 SECOND FLOOR ELECTRICAL PLAN floresarch6@gmail.com
DIST DISTANCE REF REFERENCE
DN DOWN REQ'D REQUIRED NOTE: DETAIL FOR RAISING THE EXISTING PLATE HEIGHT OF THE
D.S. DOWN SPOUT RFTS RAFTERS
E. RM ROOM
FIRST FLOOR TO BE PROVIDED BY THE STRUCTURAL ENGINEER, Project Manager
TYP. Israel Feldbrand
E EAST R.O. ROUGH OPENING
cell: 732.552.6691
EA EACH S.
israelfeldbrand@gmail.com
ELEV ELEVATION S SOUTH
EQ EQUAL SCHD SCHEDULE/ED
EQUIP EQUIPMENT SE SOUTHEAST
EXP EXPOSED
EXST'G EXISTING
SECT SECTION
S.F. SQUARE FEET
GENERAL NOTES:
EXT EXTERIOR SIM SIMILAR
F. SHR SHEAR
GENERAL CONDITIONS:
F.D. FLOOR DRAIN S.S. STAINLESS STEEL A. These drawings are an instrument of service and remain the property of the Architect to use as he sees fit. These drawings shall not be used without the Architect's consent. Drawings shall not be used for issue of building
F.F.E. FINISHED FLOOR ELEVATION STL STEEL permit unless signed and sealed by the Architect. Drawings shall not be prototyped without authorization from the Architect. Unless stated specifically by letter, these drawings may be used to construct only one of the
F.J. FLOOR JOISTS STRUC STRUCTURE structure/building delineated herein.
FLD FIELD SUSP SUSPENDED
FLR FLOOR SW SOUTHWEST B. These drawings represent an overall design concept. They are prepared with the intent to demonstrate the overall design arrangement and method of assembly of the various components. The drawings do not indicate
FT FOOT/FEET SYM SYMMETRICAL extensive details. The Contractor shall have reviewed these plans, seen the subject property and be capable of executing the detail work necessary to achieve the intended result in a manner consistent with quality
FTG FOOTING T. workmanship within the region. It is incumbent upon the Contractor to report in writing to the Architect prior to submission of the bid any questionable error or omission in intent or method of construction.
G. T&G TONGUE & GROOVE
GA GAUGE THK THICK
C. These contract documents were prepared in accordance with the 2018 International Residential Code New Jersey Edition and the New Jersey State Uniform Construction Code as amended. The contractor shall conform
GALV GALVANIZED T.O. TOP OF to this and other applicable local, county, state and federal codes, laws, regulations, ordinances and requirements. All construction shall conform to accepted good practice as defined by the latest editions of "The
GYP GYPSUM T.O.F. TOP OF FOOTING National Building Code," 2018 International Residential Code New Jersey Edition and F.H.A. min. property standards. All are readily available to the trades.

REVISION LEGEND
H. T.O.S. TOP OF STEEL D. These contract documents were prepared to comply with the 2018 IECC
H HIGH TYP TYPICAL
H.A. HANDICAP ACCESSIBLE U. E. Sleeping room windows shall comply with the requirements of the 2018 International Residential Code New Jersey Edition Section R310, Emergency Escape and Rescue Openings.
HD HEAD U.N.O. UNLESS NOTED OTHERWISE F. It is understood that the Architect will not be responsible for any additional cost because of conditions uncovered during construction. These drawings are prepared based upon information supplied by the Owner including
HDR HEADER V. drawings, survey, etc.
HDW HARDWARE VERT VERTICAL
HM HOLLOW METAL VFY VERIFY
G. Modifications to these plans by the Owner or Contractor shall not be made without written permission by the Architect. A copy of such changes shall be filed with the construction official. Any modifications made without
HVAC HEATING VENTILATION & AIR VOL VOLUME the Architect's written permission will be the sole responsibility of the party enacting such modifications.
CONDITIONING V.T.R. VENT THROUGH ROOF H. The Owner and Contractor shall hold harmless the Architect from and against all claims, damages, losses and expenses including legal fees arising out of or resulting from the performance of the work by the contractor.
HT HEIGHT W. I. Construction shown and specified shall conform to all applicable building codes. Where local codes conflict with these drawings, code requirements take precedence.
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

HORZ HORIZONTAL W WEST/WIDE

I. W/ WITH J. It is assumed that when a building permit is issued by the building inspector, that he has thoroughly examined the drawings and specifications according to the 2018 International Residential Code New Jersey Edition
IN INCH/ES W/O WITHOUT requirements. Any changes, additions, etc., made by any party other than the Architect during construction shall be the responsibility of the person making such changes.
INSUL INSULATION W.C. WATER CLOSET K. The following, unless provided for in these drawings, are to be furnished by the Owner:
INT INTERIOR WD WOOD
J. WDW WINDOW 1. Site grading, soil bearing capacity, drainage, and utilities.
JT JOINT W.I.C. WALK IN CLOSET 2. Selection of interior material finishes, cabinetry and hardware.
JST JOISTS WT WEIGHT 3. Standards of quality and acceptable manufacturers for prefabricated items.

As Per
L. W.W.M. WOVEN WIRE MESH
L LONG
L. The Contractor shall check and verify all the plans, dimensions and site conditions before proceeding with construction. DO NOT SCALE DRAWINGS. All written dimensions shall govern. Notify Architect of all deviations
L.F. LINEAL FEET to the plan before proceeding with the work.
LINO LINOLEUM M. Contractor or Owner shall obtain all necessary permits from the town and local authorities.
LT LIGHT N. All Contractors to provide all necessary barricades and safety precautions and to strictly adhere to local, state and O.S.H.A. safety requirements.

No. Date
O. All Contractors shall maintain Contractor's liability, property damage insurance and workman's compensations insurance to fully protect the Contractor and Owner against any claims. The Contractor shall furnish to the
Owner certificates that these policies are in effect.
P. The Contractors shall take necessary steps to protect the work and all materials and supplies on the construction site against loss or damage from fire, vandalism and malicious mischief at all times.
Q. The Architect has prepared these drawings based on discussions with the Owners and the Architect's own knowledge of construction techniques and building codes. It is incumbent upon the Owner to review the final
plans to insure his intent has been met and to notify the Architect immediately (before commencing construction) of any changes he desires.
R. All Contractors and Subcontractors are responsible for adhering to the requirements as spelled out in these notes. All parties must carefully study all notes for items which may pertain to their trades. Failure to read the
notes does not permit the Contractor to deviate from their requirements. These specifications are intended to supplement the working drawings, which together are to be used for performing the work. Where the COVER SHEET
specifications disagree with the drawings, the drawings shall supercede.
S. All Contractors and Subcontractors on this project shall be responsible for the proper performance of their work, coordination with other trades, methods, safety and security on the job site. The Architectural office and its
agents and employees are not responsible or liable for the above and shall be held harmless and indemnified by all Contractors and Subcontractors from any and all claims, losses, suits and legal action whatsoever
arising from the performance of the work on this project.
T. All materials and equipment shall be approved for use as required by governing Municipal, State and/or Federal agencies and shall bear all required conditions. All existing conditions and dimensions shall be verified by
JOB #: 2022-438
the contractor prior to the start of construction. The contractor shall report in writing any discrepancies to the Architect immediately upon discovery of such conditions.
DWN: AR
CHK: CF
DATE: 03/23/23
3/23/2023 8:29:15 PM

DRAWING NO.

G-101
 DIVISION I General Requirements:
A. Summary of work: Construction of a new dwelling.
K. Provide plywood with American Plywood Association grade stamp on each sheet, indicating the span DIVISION X Specialties:
DIVISION II Soil:
rating, exposure durability classification, thickness and grade designations. Plywood shall comply with A. Allow a lump sum of $500 per bedroom closet for the purchase of storage systems. Provide
A. Assumed soil bearing capacity is 3,000 psf. The Contractor shall verify soil-bearing capacity to be
the storage

OCEAN COUNTY NJ 08701

equal
requirements of PS-1, PS-2, PS-1-83 or PRP-108. The following minimum thickness and grade systems from "California Closets" in style and layout as selected by Owner from manufacturers
to or exceed the assumed value before proceeding with the work. A soil bearing value found to be less

220 SOUTH LAKE DRIVE

designations shall be provided for the applicable locations. Where the drawings indicate a different standard

PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

than the assumed value shall be reported to the Architect for footing redesign. Failure of the Contractor
thickness, the larger thickness shall be installed. product line.
to
Roof sheathing: 1/2'' C-D APA 32/16 Ext. Glue Wall sheathing: 1/2'' C-D APA 32/16 Ext. Glue DIVISION XI Equipment:
request such test will impose responsibility for soil bearing capacity upon the Contractor and liability for
Floor: 3/4'' Group I underlayment grade tongue and grove INT-APA with exterior glue. A. The Contractor shall be responsible for the purchase and installation of all new appliances. Provide
resulting damages. The Building Inspector shall have the option of determining if test bore is
Install glued and nailed. electrical circuits, natural gas piping, hot and cold water supply lines and sanitary waste lines as

SCHINDLER RESIDENCE
unnecessary,
L. Glue-lam beams to have min. Fb 2400 psi. required.
based on his knowledge of area conditions. Footing elevations shall be adjusted to the actual levels of
M. All Micro-lam or Parallam beams to be installed as per specifications of Truss Joist Corp. Join beams Allow a lump sum of $7500.00 for the purchase of the appliances.
accepted bearing strata found upon excavation.
with min. three (3) 16d nails per foot and exterior glue. Protect from exposure to weather. DIVISION XII Not Applicable
B. Remove all topsoil, rubbish and other deleterious material from inside building area before beginning
N. Decks: All exterior deck lumber, including joists, girders, posts, ledgers, railings and balusters shall be DIVISION XIII Not Applicable
work. Remove above and below grade construction which will interfere with the proposed work.
S4S, S-Dry marked and complying with PS 20 and pressure treated to comply with AWPB L-2 or L-22. DIVISION XIV Not Applicable
C. Earth work: Strip and stock pile topsoil for later redistribution when fine grading is done. Spread soil,
Structural components of wood to have min. Fb 1150 psi. All exterior bolts and fasteners are to be DIVISION XV Mechanical:
hand grade, and seed lawn. Excess excavated materials shall be distributed in such a way as to provide
galvanized or stainless steel. Deck lumber to be Douglas Fir #2, decking to be a wood polymer A. These construction documents do not include the design of plumbing, heating or cooling systems.
a
composite The
smooth transition to undisturbed grade. Provide clean fill as required to bring finished grade to required
material, "Trex Decking", or equal, as selected by the Owner. Architect assumes no responsibility for their design. The HVAC Subcontractor shall design the heating
level. Slope grades away from building. Finished grade shall be a minimum of 8" below wood framing.
O. All unmarked headers shall be min. of two (2) 2x10 with 1/2" plywood spacer and 2x4 cap typical and
D. Excavation, Back-filling and Compacting: Excavate as required to install footings and to maintain
unless cooling systems and the Plumbing Subcontractor shall design the plumbing system.
finished floor elevation. Back-fill with clean soil, free of deleterious materials. Compact soil in areas to
noted otherwise on the drawings. Provide metal hangers or connectors at all butt joints. B. Provide and install all required piping for the sanitary drainage, cold and hot water supply and
receive concrete floors or slabs to 95%.
P. Firestop dropped ceilings at top, rear and ends with 3/4" plywood with joints backed with 3/4" plywood natural
E. Contractor to field-verify location of all underground mechanical systems, utility lines, etc., prior to
or gas supply. Obtain all required permits, inspections and approvals. Coordinate all work with the
excavation. Excavate as required for foundation to undisturbed virgin soil.
2" nominal thickness lumber with tight joints. General
F. Water Service: Contractor to provide all labor and materials as necessary to extend existing water
Q. Joists and beams shall have a minimum of 3 1/2" bearing at sills. Provide a sill sealer on top of Contractor and the applicable utility companies. The entire installation shall comply with the National
service to new areas as required. Install in accordance to all local requirements.
foundation walls below treated wood sills. Standard Plumbing Code, State Codes and Local ordinances and the local gas company and water
G. Foundation and Rain Drainage System: Provide schedule 40 ABS piping (ASTM D2751) and fittings
R. All openings in walls, floor, roof, etc. to be located and sized as per mechanical and Architectural company.
of
requirements, even if not shown on drawings. C. All above ground hot and cold water piping shall be Type L copper. Underground water supply line
the sizes indicated on drawings. Provide 2" PVC pipe from sump location to curb at street.
S. Provide draft stopping and fire stopping at maximum 8' O.C. vertically in all chases and stacks, etc. shall
H. Portland Cement Concrete Paving: Concrete sidewalks, ramps and slabs shall be minimum 3000 psi
T. Exterior Finish Carpentry: Provide exterior standing and running trim constructed of rigid PVC as be Type K copper or scheduled 40 PVC and shall be installed a minimum of 48" below finished grade.
or

LAKEWOOD TOWNSHIP
manufactured by AZEK TrimBoards. D. All above ground natural gas pipe shall be black iron or galvanized iron. All underground natural
as indicated on drawings. Provide welded wire mesh (ASTM A-185) in all walks, ramps and slabs.

LOT: 1
U. Interior Finish Carpentry: Provide interior standing and running trim complying with PS 20. Trim for gas
Broom
paint pipes shall be galvanized iron pipe.
finish horizontal surfaces for barrier-free accessibility.
finish. Base Trim: 4-1/2 inches, Casing: 2-1/2 inches E. The existing sanitary sewer line must be located and checked to establish the usability before
DIVISION III Concrete
DIVISION VII Thermal and Moisture Protection connecting the new portions of the sanitary sewer line into existing line. It must also be cleaned out as
A. Soil under footings shall be protected from freezing.
A. Provide cold asphalt damp proofing of the semi-fibrated type conforming to FS SS-A-694 to all below part
B. Exterior footing shall be a min. of 3'-0'' below finished grades or per local code requirements.
grade masonry surfaces. Install in accordance with manufacturers printed instructions. of the usability testing. If the condition of the existing line is good, it may be used. If the condition is
C. Concrete to be protected from weather extremes as required. No concrete shall be poured in freezing
B. On all exterior above and below grade concrete surfaces provide and install a two-coat cementitious questionable, it must be replaced. The new portion of the sanitary line shall be schedule 40 PVC. If the
weather, on frozen or wet ground or during rain. Concrete exposed to weather shall be air-entrained.
plaster finish. Finish surface shall be a trowel finish, total thickness of 1". Install cove at intersection of existing line must be replaced, it shall be schedule 40 PVC.

BLOCK: 80
D. Construct slabs on ground 4'' thick on 4'' porous fill.
foundation walls and footings. F. Provide minimum 75 cfm bathroom exhaust fans where shown on the drawings. Provide ductwork
E. Where footings are stepped, bottoms shall not be sloped more than one foot vertically for each two
C. Provide 6 mil. Carbonated polyethylene film vapor barrier, rated at 0.1 perms. Provide a 6 mil. high- and
feet
density, polyethylene-fiber air infiltration barrier, "Tyvek" as manufactured by DuPont, or equal. roof jack in accordance with the manufacturer's printed instructions to vent fan through the roof. Use
horizontally.
D. Insulation as shown complies with current issue of 2018 I.R.C. New Jersey Edition. insulated flexi-duct to prevent condensation.
F. Place all deep fills under slabs in 6'' layers and compact to min. density of 95%.
E. Provide sill sealer and termite shield at all exterior walls between masonry foundation and wood sill. G. Provide fresh air intake to the furnace or heating system as required.
G. Construct footings 6 inches wider on each side than foundation wall above and a min. of 8 inches
Provide 6"aluminum termite shield and insulation 1" thick x 6" wide installed continuous along perimeter.. H. Provide two (2) high efficiency gas fired 50 gal. water heaters. Install Rheemglas Energy Miser Gas
thick.
F. Provide mineral fiber blanket insulation with 1.0 lb. Density, K-0.27, thickness as indicated on Water Heater, model 21V50-4, with brass drain valve and heat saving flue baffle design, or equal.
This is to be a total of 12 inches wider and 12 inches thick for chimneys. See wall section for size of
drawings, Water
footings.
conforming to FS HH-1-521. Provide Type 111 (reflective aluminum foil facing) for all exterior walls and heater to meet or exceed NAECA requirements, ASHRAE standard 90 and state energy efficiency
H. All footings to have min. two (2) #4 reinf. bars or as shown.
ceilings, and Type 1 for interior applications. performance criteria.
I. Concrete work shall be proportioned in accordance with ACI 301, "Specifications for Structural
G. Provide minimum 235 lb. U.S. Class A, wind-resistant asphalt-fiber glass shingles. Color, texture and H. Vent gas appliances, such as clothes dryers, wall ovens and fireplaces, to the exterior as required
Concrete"
pattern as selected by Owner. by
and ACI 211.1, "Recommended Practice for Selecting Proportions for Normal Weight Concrete" to
H. Flashing: Install .019 aluminum flashing over all windows and doors in exterior walls throughout and the manufacturer's specification.
produce
pan flashing at door sills unless windows have flanges attached and are approved by manufacturer for I. Furnish and install as shown on plans, UTILATUB Laundry/Utility Tub model 15F, as manufactured
a 28 day compressive strength of 3,000 psi, unless otherwise noted.
installation without separate drip cap. Flash all wood abutting masonry and at roof and vertical wall by
J. Concrete slump limitations: 4'' min. and 6'' max.
intersections with .019 aluminum flashing. E.L. Mustee & Sons, Inc. Tub shall be one-piece molded construction using structural thermoplastic
K. Max. aggregate size shall be 3/4''. All aggregates shall conform to ASTM C-33.
I. Sealants: with
L. Concrete cover for reinforcing steel shall be in accordance with ACI 318, and shall be a min. as listed
1. All exterior joints around windows, doors, utility penetrations and at meets of walls, roofs and floors matched metal molds. Tub to include built-in scrub board, integrally molded drain assembly, stopper
below, unless otherwise noted:
shall and
1. Formed concrete below grade 2'' 2. Unformed concrete below grade 3''
be caulked and sealed with GE silicone (sealant), or approved equal. floor mounting hardware. Color to be white.
M. Adequate vertical and horizontal shoring shall be provided to safely support all construction loads.
2. Bath fixtures to be sealed as required to render them watertight. DIVISION XVI Electrical:
N. All structural concrete is to be cured in accordance with ACI 301.
3. Elastomeric sealant shall be one part polysulfide or one part polyurethane sealant conforming to FS A. These construction documents do not include the design of electrical systems. The Architect
O. Grout shall be non-shrink, non-metallic and shall have a min. compressive strength of 5,000 psi at 28
TTS- assumes
days.
00230 Class A. Provide closed cell sealant backer rod. no responsibility for their design. The Electrical Subcontractor shall design the electrical system using
P. All reinforcing steel shall be new billet steel deformed type, complying with ASTM A615, Grade 60. All
J. Provide aluminum sheet (0.032") gutters and downspouts as shown on the drawings. Provide concrete what 118
reinforcement splices shall conform to ACI building code requirements, but in no case less than 1" from
splash blocks at all leaders. Color as selected by Owner. is available in upgrading to meet the standards that are outlined below.
the Catherine M. Flores,
K. Provide gable vents, ridge vents and continuous soffit vents where indicated on plans, color to match B. Electrical layout is diagrammatic in nature and may require additional items to meet code, which
top and over any pipes or conduits in slabs. Registered Architect
exterior siding material. shall be
Q. Welding of reinforcement shall not be permitted. NJ License # 21AI01806800
L. Provide electrically powered thermostatically controlled attic exhaust fan. provided by the Contractor.
R. All reinforcement steel shall be accurately placed, rigidly supported and firmly tied in place with bar
M. Provide and install solid vinyl siding and accessories. Provide 3-1/2 inch window and door surrounds, C. Provide smoke detectors using an AC primary source as power supply per B.O.C.A. code. Smoke
supports and spacers, in accordance with the requirements of ACI 301. 6152 Jeffrey Ave S
3- detectors shall be interconnected. Provide battery backup.
S. All reinforcing steel shall be assembled as cages or mats, with bars equally spaced and tied together Cottage Drove, MN 55016
1/4 inch corner posts and color matching caulk. D. All work to be performed in strict accordance with National Electrical Code. Complete specifications
at cell: 732.609.4813
N. Install a perforated foundation drain pipe, 4" in diameter, all around the foundation. Pipe to be max. 12" to
each intersection before concrete is placed. floresarch6@gmail.com
away from the footing. Set pipe on 2" of crushed stone, cover with filter fabric and an additional 6" of be supplied by others.
T. Welded wire fabric shall conform to ASTM A 185, and be located in the center of the depth.
crushed stone. Extend pipe to a drainage system that complies with the plumbing code. E. Furnish and install all wiring boxes, wiring devices, outlet boxes, fittings, panels, breakers, safety
U. All accessories shall have upturned legs and shall be plastic dipped after fabrication. Accessories for
DIVISION VIII Doors and Windows disconnects, plates, switches and all items necessary for a complete installation. Color and style of Project Manager
reinforcing shall be in accordance with ACI current edition.
A. Windows as indicated on plan comply with egress requirements and min. glazing area of 8% of floor outlets, Israel Feldbrand
V. Continuous reinforcing bars shall be bent around corners with ends lapped 24 diameters.
area for each room intended for human occupancy. switch covers and other exposed electrical elements as selected by Owner. cell: 732.552.6691
W. Provide precast lintels of sizes indicated on drawings with straight true edges and surfaces. Concrete
B. One window in each sleeping room to have min. net clear opening of 5.7 sq. ft., min. net clear opening F. Install Honeywell T87F5199 round thermostat with large raised markings. Thermostat to include israelfeldbrand@gmail.com
for lintels shall be a minimum Fc = 5000 psi at 28 days, and fabricated with the steel reinforcement as
height of 24", min. net clear opening width of 20" (area may be reduced to 5.0 sq. ft. at first floor). Owner wallplate and switch position labels.
shown.
must verify that the particular window manufacturer and size selected meets the min. specified. DIVISION XV Mechanical:
DIVISION IV Masonry
C. All entrance doors, sidelights, windows above a shower or tub, sliding and shower doors having A. These construction documents do not include the design of plumbing, heating or cooling systems.
A. Contractor shall adequately protect walls, piers, etc. from damage due to back filling.
glazing The
B. Provide 8 inches solid masonry under girder ends. Fill solid with concrete.
must conform to Consumer Product Safety Commision #16 CFR, 1201-77 requiring safety glass in Architect assumes no responsibility for their design. The HVAC Subcontractor shall design the heating
C. Damp-proof concrete basement walls with 1/2'' coat of Portland cement parging applied to exterior
panels and
from
that may be mistaken for a means of egress or ingress, or in a hazardous location. cooling systems and the Plumbing Subcontractor shall design the plumbing system.
cove to cap and apply two (2) coats of bituminous damp proofing below grade.
D. Exterior metal clad doors shall be 1 3/4" thick pre-hung doors as manufactured by ThermaTru. Glass B. Provide and install all required piping for the sanitary drainage, cold and hot water supply and
D. Provide vertical reinforcement in 12" masonry walls, consisting of #4 rebars placed at 6 ft. on center.
lights shall be 1/2" thick tempered insulating glass of dimensions indicated on drawings. natural
Place rebar in the center of the block width.
E. Provide vinyl-clad wood windows of types and sizes indicated on drawings as manufactured by Jeld- gas supply. Obtain all required permits, inspections and approvals. Coordinate all work with the
E. Anchor brick and/or stone veneer to masonry backup or wood framing with galvanized steel ties
Wen, unless otherwise noted. Windows shall be pre-glazed with double pane, high-performance Low-E, General
spaced
color-fused insulating glass. Provide 1-18" wide High Profile Exterior and Interior Colonial Grills. Color to Contractor and the applicable utility companies. The entire installation shall comply with the National
24" horizontally and 16" vertically. Reinforcing ties, copings, loose lintels, anchors and flashing shall be
be white Standard Plumbing Code, State Codes and Local ordinances and the local gas company and water
included.
F. Provide solid core six panel interior masonite doors where indicated on plan. company.
F. Provide the following lintels over all openings and recesses in masonry walls. For each 4'' thickness of
G. Provide steel doors and frames complying with SDI 100. Steel shall be cold rolled per ASTM A336 or C. All above ground hot and cold water piping shall be Type L copper. Underground water supply line
masonry provide one angle as follows:
A568, galvanized for exterior use. Frames shall be a minimum of 16 gauge, doors be a minimum of 18 shall
0'-4' span = 4 x 3 1/2 x 5/16''
gauge. Where indicated on drawings, provide doors and frames with the appropriate U.L. Fire be Type K copper or scheduled 40 PVC and shall be installed a minimum of 48" below finished grade.
4'-5' span = 5 x 3 1/2 x 5/16''
Resistance D. All above ground natural gas pipe shall be black iron or galvanized iron. All underground natural
5'-6' span = 6 x 3 1/2 x 3/8'' All lintels shall bear 8'' min. each end.

REVISION LEGEND
Rating. gas
G. Brick veneer shall bear on 12" block foundation with semi-solid block under first course of brick.
H. Allow a lump sum of $1500.00 for the purchase of finish hardware. Door locks to be by "Schlage", pipes shall be galvanized iron pipe.
Provide
hinges by "Baldwin"; or equal. Finishes as directed by Owner. E. The existing sanitary sewer line must be located and checked to establish the usability before
weep holes every 24 inches.
J. Provide mirrors of the dimensions indicated on the drawings. Mirrors shall be 1/4 inch thick conforming connecting the new portions of the sanitary sewer line into existing line. It must also be cleaned out as
H. Provide non-shrink leveling grout conforming to ASTM C-476 under all steel bearing on masonry.
to part
J. All masonry materials shall be stored in a neat manner high and dry from all foreign materials and
FS DD-G-451, with polished edges, as selected by the Owner. of the usability testing. If the condition of the existing line is good, it may be used. If the condition is
protected from moisture.
K. All glazing to be in conformance with Section R308 of the 2018 IRC New Jersey Edition. questionable, it must be replaced. The new portion of the sanitary line shall be schedule 40 PVC. If the
DIVISION V Steel
DIVISION IX Finishes existing line must be replaced, it shall be schedule 40 PVC.
A. All structural steel shapes and plates shall conform to standard specification of ASTM A 36 unless
A. Floors: Finish floor as selected by Owner. Bathroom floors to be of slip resistant limestone tile or F. Provide minimum 75 cfm bathroom exhaust fans where shown on the drawings. Provide ductwork
otherwise noted on drawings.
approved equal. All tubs and showers to have slip resistant standing surfaces. All tubs to be equipped and
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

B. All steel details and connections shall be in accordance with the requirements of the latest AISC
with roof jack in accordance with the manufacturer's printed instructions to vent fan through the roof. Use
specifications with latest revisions.
a grab bar. insulated flexi-duct to prevent condensation.
C. All field bolts shall be ASTM A 325 bolts.
B. Provide 1/2" thick standard taper gypsum board complying with ASTM C36 unless otherwise G. Provide fresh air intake to the furnace or heating system as required.
D. All anchor bolts shall conform to ASTM A 307. Size is to be 1/2" diameter x 18" long, 6' O.C. and 12"
indicated. H. Provide two (2) high efficiency gas fired 50 gal. water heaters. Install Rheemglas Energy Miser Gas
from each corner; or an approved anchoring system as per Section 403.1.6 in the 2018 International
Gypsum board shall be fastened with approved nails or screws spaced per I.R.C. standards. Provide Water Heater, model 21V50-4, with brass drain valve and heat saving flue baffle design, or equal.
Residential Code New Jersey Edition.
water resistant gypsum board (ASTM C 630) walls and ceilings in toilet rooms and wet areas. Provide Water
E. All lally columns shall be of standard steel pipe with Fy=36 ksi as found in the "Manual Of Steel
manufacturers standard metal trim accessories of the bead type. Provide ready-mixed, vinyl joint heater to meet or exceed NAECA requirements, ASHRAE standard 90 and state energy efficiency
Construction" unless noted otherwise.
compound and perforated joint tape. Install compound in three coats. Provide 5/8" fire code type "X" performance criteria.
F. All guards and handrails to comply with specifications set forth in Section R311.5.6 of the 2018 IRC

As Per
gypsum board on walls and ceiling of a garage adjacent to living spaces. H. Vent gas appliances, such as clothes dryers, wall ovens and fireplaces, to the exterior as required
New
C. Install cement coated portland cement panels (cement backer board) with glass fiber mesh reinforcing by
Jersey Edition. Select fasteners of the type and grade required to produce connections that are suitable
and water resistant coating on both faces, as manufactured by Wonder-Board, Modular Inc., in wet areas the manufacturer's specification.
for
receiving tile finish materials. Install per manufacturer's specifications. I. Furnish and install as shown on plans, UTILATUB Laundry/Utility Tub model 15F, as manufactured
anchoring railings to other types of construction indicated and capable of withstanding design loadings.
D. Provide unglazed ceramic mosaic tile floor, glazed wall tile and marble thresholds in locations by
Install wood handrails and railing systems to comply with railing manufacturer's instructions. Attach
indicated E.L. Mustee & Sons, Inc. Tub shall be one-piece molded construction using structural thermoplastic

No. Date
handrails to wall with wall brackets and end fittings. Provide bracket with not less than 1-1/2 inch
on drawings and as manufactured by "American Olean". Comply with ANSI A 108.1 through A 108.7 for with
clearance
installation instructions. matched metal molds. Tub to include built-in scrub board, integrally molded drain assembly, stopper
from inside face of handrail and finished wall surface.
E. Wood flooring shall be 3/4 inch thick tongue and groove solid strip flooring as manufactured by Bruce and
DIVISION VI Wood
Hardwood Floors, pattern and finish to be selected by Owner. floor mounting hardware. Color to be white.
A. All dimensions on floor plans are to frame lines.
F. Provide toilet accessories at locations indicated on drawings. Where installed as part of a ceramic tile DIVISION XVI Electrical:
B. For framing lumber, provide S4Sk, S-Dry, grade marked and complying with PS-20. Structural lumber
wall system, toilet accessories shall be of the same grade, quality and color of the ceramic tile including A. These construction documents do not include the design of electrical systems. The Architect
shall be Douglas Fir #2 and conform to standards set forth by the American Forest and Paper
soap dishes, towel racks, cup holder and toilet tissue dispenser. assumes
Association
(AFPA), "National Design Specifications" as recommended by the N.L.M.A. and code standards listed
G. Provide 12" x 12" x 1/8" gauge vinyl composition tile complying with FS SS-T-312 Type IV. Provide no responsibility for their design. The Electrical Subcontractor shall design the electrical system using SPECIFICATIONS
adhesives as recommended by flooring manufacturer. Install per manufacturer's instructions and in what
under general conditions. Fb shall be 1250 psi for single members, 1450 psi for repetitive members.
rooms is available in upgrading to meet the standards that are outlined below.
Sizes
as directed by Owner. B. Electrical layout is diagrammatic in nature and may require additional items to meet code, which
of lumber are indicated on drawings.
H. Doors: Doors and hardware as selected by Owner. Any glass components of doors and adjacent side shall be
C. All sheathing and subflooring shall be exterior grade plyscore, unless otherwise noted.
windows, including shower doors, are to be tempered safety glass. provided by the Contractor.
D. Set all joists and beams with natural camber up. Ends lapped over bearing shall be securely spiked
I. Allow $25.00 per square yard for the purchase of carpeting and padding. Carpet shall conform to DOC C. Provide smoke detectors using an AC primary source as power supply per B.O.C.A. code. Smoke
together with four (4) 10d nails each. Firecut ends bearing in masonry.
E. Provide 5/4'' x 3'' wood cross or solid bridging at a max. of 8'-0'' O.C. and solid bridging or rim joist at
FF-1 for individual rooms. Flame spread shall be less than 75. detectors shall be interconnected. Provide battery backup. JOB #: 2022-
2022 -438
J. All clothes closets to have pole and shelf. D. All work to be performed in strict accordance with National Electrical Code. Complete specifications
joist ends.
K. See Owner for finishes of each room. to DWN: AR
F. Posts are to have full solid wood and/or masonry bearing continuous to the foundation.
G. Anchor sills and plates with 1/2'' dia. hooked bolts 1'-6'' long spaced a max. of 6'-0'' O.C., min. 2 per
L. Undercut bathroom doors 1" be supplied by others. CHK: CF
M. The Contractor shall verify all doors and windows (types and sizes) with the Owner before proceeding E. Furnish and install all wiring boxes, wiring devices, outlet boxes, fittings, panels, breakers, safety
sill,
with the work. disconnects, plates, switches and all items necessary for a complete installation. Color and style of DATE :03/23/23
max. 12" from the end of each piece of sill plate and max. 12" from each corner of the foundation.
3/23/2023 8:29:16 PM

N. Paint all new rooms with one (1) coat primer and one (1) coat paint color as selected by Owner. outlets, DRAWING NO.
H. Frame all openings larger than 16 inches with double headers and trimmers. Double joists under
Unless switch covers and other exposed electrical elements as selected by Owner.
partitions parallel to joist. Provide joists 6" apart under plumbing or utility walls typical.
otherwise indicated, all painting shall be by Benjamin Moore Paints, Behr, or approved equal. F. Install Honeywell T87F5199 round thermostat with large raised markings. Thermostat to include
I. Girders resting on masonry are to be set on steel leveling plates as required. Where leveling plates are
not required set on .019 aluminum flashing. No untreated framing lumber is to bear directly on masonry.
J. All hangers, connectors, caps, bases, etc. for carpentry are to be by Teco, Simpson or approved
equal.
Install as per manufacturer's specifications.
O. Paint all trim unless Owner directs otherwise. wallplate and switch position labels.

G-102
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
DEMOLISH PORTION OF WALL
FOUNDATION AND FOOTING
14' - 6" 2' - 7"

2' - 9"

LAKEWOOD TOWNSHIP
3' - 4"
ASSUMED DIRECTION OF EXIST FRAMING. CONTRACTOR

LOT: 1
TO VERIFY AT SITE PRIOR TO CONSTRUCTION AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES
DEMOLISH PORTION
OF WALL AND
FOUNDATION

ASSUMED DIRECTION OF EXIST FRAMING. CONTRACTOR

TO VERIFY AT SITE PRIOR TO CONSTRUCTION AND

BLOCK: 80
NOTIFY ARCHITECT OF ANY DISCREPANCIES
EXISTING FOUNDATION
WALL AND FOOTINGS TO
REMAIN. CONTRACTOR
TO VERIFY EXISTING
FOOTING SIZE AND
EXISTING CONCRETE
NOTIFY ARCHITECT, TYP.
SLAB TO REMAIN
EXISTING
CRAWLSPACE

EXISTING CONCRETE
PIERS AND FOOTINGS.
CONTRACTOR TO VERIFY
EXISTING SIZE AND NOTIFY
ARCHITECT, TYP.

EXIST (3) 2X10

GIRDER

Catherine M. Flores,
Registered Architect
NJ License # 21AI01806800
DEMOLISH PORTION OF
WALL FOUNDATION 6152 Jeffrey Ave S
AND FOOTINGS, TYP. Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

EXIST (3) 2X10

EXIST (3) 2X10

EXIST (3) 2X10

EXIST (3) 2X10

GIRDER

GIRDER

GIRDER

GIRDER
Project Manager
Israel Feldbrand
cell: 732.552.6691
israelfeldbrand@gmail.com
ASSUMED DIRECTION OF EXIST FRAMING.
CONTRACTOR TO VERIFY AT SITE PRIOR
TO CONSTRUCTION AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES

ASSUMED DIRECTION OF EXIST

FRAMING. CONTRACTOR TO VERIFY
AT SITE PRIOR TO CONSTRUCTION
AND NOTIFY ARCHITECT OF ANY

REVISION LEGEND
DISCREPANCIES

EXISTING WALL TO
REMAIN

EXISTING COVERED
ENTRY TO BE
DEMOLISHED
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

DEMOLISH PORTION OF
WALL AND FOOTING

As Per
33' - 0" 6' - 10" 18' - 2"

No. Date
FOUNDATION DEMOLITION PLAN
1
1/4" = 1'-0" FOUNDATION
DEMOLITION PLAN

JOB #: 2022-
2022 -438
DWN: AR
CHK: CF
DATE :03/23/23
WALL LEGEND
3/23/2023 8:29:16 PM

DRAWING NO.
EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED
AD-101
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
EXIST
MUDROOM

LAKEWOOD TOWNSHIP
LOT: 1
ASSUMED DIRECTION OF EXIST FRAMING. CONTRACTOR

BLOCK: 80
TO VERIFY AT SITE PRIOR TO CONSTRUCTION AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES

ASSUMED DIRECTION OF EXIST FRAMING.

ASSUMED DIRECTION OF EXIST FRAMING.

CONTRACTOR TO VERIFY AT SITE PRIOR

CONTRACTOR TO VERIFY AT SITE PRIOR

ARCHITECT OF ANY DISCREPANCIES

ARCHITECT OF ANY DISCREPANCIES

EXIST FAMILY

TO CONSTRUCTION AND NOTIFY

TO CONSTRUCTION AND NOTIFY

DEMO ALL
ROOM EXISTING CEILING
FRAMING AND
ROOF RAFTERS,
TYP.
EXIST LIVING EXIST GUEST BEDROOM
EXIST GARAGE
ROOM

ASSUMED LOCATION OF EXIST

BEARING WALLS AND BEAMS.
CONTRACTOR TO VERIFY AT SITE
PRIOR TO CONSTRUCTION AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES

Catherine M. Flores,
Registered Architect
NJ License # 21AI01806800

6152 Jeffrey Ave S

Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

Project Manager
Israel Feldbrand
cell: 732.552.6691
ASSUMED DIRECTION OF EXIST FRAMING. CONTRACTOR
israelfeldbrand@gmail.com
TO VERIFY AT SITE PRIOR TO CONSTRUCTION AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES

REVISION LEGEND
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

EXISTING COVERED
ENTRY TO BE
DEMOLISHED

As Per
No. Date
FIRST FLOOR DEMOLITION PLAN
2
1/4" = 1'-0"

FIRST FLOOR
DEMOLITION PLAN

JOB #: 2022-
2022 -438
DWN: AR
CHK: CF
DATE :03/23/23
3/23/2023 8:29:17 PM

WALL LEGEND DRAWING NO.

EXISTING WALL TO REMAIN

WALL TO BE DEMOLISHED AD-102

 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
20' REAR YARD SETBACK

LAKEWOOD TOWNSHIP
LOT: 1
ACK
ARD SETB

BLOCK: 80
10' SIDE Y
PROPOSED
ADDITION

30' SIDE YARD SETBACK

Catherine M. Flores,
EXIST HOUSE Registered Architect
TO REMAIN NJ License # 21AI01806800

DAVIS ROAD
6152 Jeffrey Ave S
Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

Project Manager
Israel Feldbrand
cell: 732.552.6691
israelfeldbrand@gmail.com

PROPOSED
AREA OF
DEMOLITION
30'
FR
ON
TY
AR
DS
ET
BA
CK

REVISION LEGEND
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

SOU
TH
LAK

As Per
ED
RIV
E

No. Date
ARCHITECTURAL SITE
PLAN

JOB #: 2022-
2022 -438
DWN: Author
ARCHITECTURAL SITE PLAN CHK: Checker
1
1" = 10'-0"
DATE :03/23/23
3/23/2023 8:29:17 PM

DRAWING NO.

A-100
 2
A-301
100' - 2"

OCEAN COUNTY NJ 08701

220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
6" 42' - 2" 17' - 1" 40' - 5"

5' - 8" 4' - 0" 12' - 0" 17' - 4" 3' - 2"
DROPPED DROPPED

SCHINDLER RESIDENCE
CONC STAIRS TO GRADE.
VERIFY EXACT # OF
RISERS AT SITE. MAX 8"
RISE, MIN 10" TREAD
UNEXCAVATED 20' - 4" WD STAIRS TO GRADE.
4" THICK CONC. SLAB VERIFY EXACT # OF

8"
WITH 6X6 10/10 W.W.M. RISERS AT SITE. MAX 8"
ON 4" CRUSHED STONE 2" 6' - 8" 6' - 8" 6' - 8" 2"
RISE, MIN 10" TREAD

2' - 4"
8" 2' - 8" 8" OR POROUS FILL 8" 16' - 0" 8"

14" DIA. CONCRETE

8"

8"
PT (2) 2X10 SONOTUBE FTG TO BE MIN 36"

2' - 4"
(FLUSH) BELOW ADJACENT GRADE.

2"
CONTRACTOR TO FIELD VERIFY TYP. AT ALL LOCATIONS

RIPPED DOWN TO ALIGN

RIPPED DOWN TO ALIGN

T.O. JOIST W/ T.O. EX FJ

T.O. JOIST W/ T.O. EX FJ

PT (2) 2X10 PT (2) 2X10

5' - 7"
2x10 P.T. FJ @ 16" O.C.

2x10 P.T. FJ @ 16" O.C.

CONSTRUCTION OF EXISTING
(FLUSH) (FLUSH)

ON TOP OF EX SLAB

ON TOP OF EX SLAB
TBACK

BASEMENT WALL TO VERIFY IF 2X10 PT DECK

5' - 7"
NEW CONCRETE EXISTING CONCRETE 4 X 4 PT
ADDITIONAL SUPPORT IS JSTS @ 16" O.C.
SLAB SLAB WD POST
NEEDED FOR NEW LOADS FROM
9' - 5"

YARD SE

8' - 9"
T.O. SLAB TO UNEXCAVATED FRONT PORCH
ALIGN W/ EX FOUNDATION, TYP.

8"
SLAB

10' - 0"
3'

9' - 10"
JSTS @ 16" O.C.
-1

2X10 PT DECK

LAKEWOOD TOWNSHIP
E

3' - 10"

0"
EX SUNRM
10'-0" SID

8" 40' - 10" 8"

LOT: 1
EX 1ST FL

3'
2 X 10 PT WD LEDGER

-8
ASSUMED

6' - 1"
SLAB
EL=0'-0"

"
EX SUNRM SLAB SECURE TO WALL W/ 5/8"
EXISTING FOUNDATION
EL= -0'-7 1/2" DIA. LAG BOLTS @ 24" LINE OF
8"

O.C. STAGGERED 12" DECK ABOVE

FROM EACH END, TYP.

ASSUMED DIRECTION OF EXIST FRAMING. CONTRACTOR

2x8 P.T. NAILER
DEMOLISH PORTION OF

EX GAR SLAB

EX GAR SLAB

TO VERIFY AT SITE PRIOR TO CONSTRUCTION AND

EXISTING SLAB FOR

BLOCK: 80
NOTIFY ARCHITECT OF ANY DISCREPANCIES

8"
NEW 20" WIDE X 8" DEEP

EL= -0'-8"

EL= -0'-8"
CONC. HAUNCHED FTG

(T.O. JOIST TO ALIGN

W/ T.O. EX FJ TYP)
8" 20' - 8" 8" 20' - 2" 8" 16' - 3" 40' - 5" 8"

2x8 FJ @ 16" O.C.

9' - 8"

ASSUMED DIRECTION OF EXIST FRAMING.

EX 1ST FL

CONTRACTOR TO VERIFY AT SITE PRIOR

9' - 10"
8" CMU WALL - SEE TYP WALL

ARCHITECT OF ANY DISCREPANCIES

EL=0'-0"
EXISTING GARAGE

TO CONSTRUCTION AND NOTIFY

SECTION FOR REINF.
SLAB & EXISTING EX GAR SLAB
FOUNDATION TO PROVIDE ACCESS
EL= -1'-3 1/2"
REMAIN TO CRAWLSPACE

14' - 0"
18' - 10"

(MIN 18" X 24")

4"
1 1
A-301 A-301
25' - 6"

24' - 2"

8"
2' - 4" 8"

DROPPED
GARAGE SISTER NEW 2x10 CONC STAIRS TO GRADE.
SLOPE TO OVERHEAD DOOR

@ 16" O.C.

2' - 10"

4' - 2"
SLAB ON GRADE TO EXIST (3)2x10 VERIFY EXACT # OF
NEW 2x4 KNEEWALL ON 2x4 POST
4" THICK CONC. SLAB GIRDER RISERS AT SITE. MAX 8"

2x8 FJ
P.T. SILL PLT ON NEW P.C. ABOVE
EDGE OF EXISTING POST RISE, MIN 10" TREAD

9' - 8"
REINF. WITH 6X6 10/10 HAUNCH FTG
SLAB DOWEL NEW ABOVE SISTER NEW 2X10 TO EXIST (3) 2X10 GIRDER
W.W.M. OVER 6 MIL. VAPOR

8"
BARRIER OVER 4" CONC. SLAB TO
NEW 2x4 KNEEWALL ON 2x4
CRUSHED STONE OR EXISTING, TYP.
P.T. SILL PLT ON EXISTING 3' - 0"
POROUS FILL FOUNDATION UNEXCAVATED
DROPPED

41' - 1"
4" THICK CONC. SLAB

56' - 4"
SISTER NEW 2x10 WITH 6X6 10/10 W.W.M. Catherine M. Flores,
LINE OF EXISTING
TO EXIST (3)2x10 ON 4" CRUSHED STONE Registered Architect
GARAGE FOUNDATION EXISTING CRAWL
GIRDER NJ License # 21AI01806800
8"

OR POROUS FILL

35' - 0"
SPACE

4"
NEW (4) 2X10 NEW (4) 2X10 NEW (4) 2X10 BEAM POCKET W/ 6152 Jeffrey Ave S
(DROPPED) (DROPPED) (DROPPED) MOISTURE Cottage Drove, MN 55016
NEW PT LOAD FROM NEW CRAWL cell: 732.609.4813
4' - 8"

BARRIER, TYP.
ABOVE, TYP. floresarch6@gmail.com

@ 16" O.C.
8" CMU FOUNDATION SPACE
WALL W/ 4" BRICK SHELF PROVIDE ACCESS

2x8 FJ

43' - 0"
7' - 6"

EXIST (3) 2X10

EXIST (3) 2X10

EXIST (3) 2X10

EXIST (3) 2X10

2" P.C. RAT-SLAB

44' - 8"
TO CRAWLSPACE Project Manager
12"x12" CMU PIER 18" BELOW B.O.

GIRDER

GIRDER

GIRDER

GIRDER
(MIN 18" X 24") Israel Feldbrand
16" SQUARE CMU
8"

8"

ON 24"x24"x12"DP LOW GIRDER

P.C. FTG PIER ON 30" SQUARE cell: 732.552.6691
X 12" DEEP CONC FTG israelfeldbrand@gmail.com
8" 3' - 6" 8" 8' - 0" 1' - 0" 8' - 0"
ASSUMED DIRECTION OF EXIST FRAMING.
3' - 4"

DROPPED FOUNDATION TO BE W/ (3) #4 REBARS

4' - 0"

COORDINATED W/ NEW GARAGE DOOR CONTRACTOR TO VERIFY AT SITE PRIOR EACH WAY TYP. AT
(3)2x10 P.T. LOW GIRDER (3)2x10 P.T. LOW GIRDER TO CONSTRUCTION AND NOTIFY ALL LOCATIONS
ARCHITECT OF ANY DISCREPANCIES
8"

CONC. STAIRS TO GRADE 8" 17' - 0"

3' - 1"

EXACT # OF RISERS TO BE NEW (3) 2X10 NEW (3) 2X10 NEW (3) 2X10 BEAM POCKET W/

29' - 1"
@ 16" O.C.
135

DETERMINED IN FIELD 8" MAX. (DROPPED) (DROPPED) (DROPPED) MOISTURE

7' - 8"
2x8 FJ

RISE, 10" MIN TREAD, TYP. BARRIER, TYP.

.00
°

135
3' - 10"

.00
°

8"
2' - 4" 8"

DROPPED
CONC STAIRS TO GRADE.
8"

4' - 2"
VERIFY EXACT # OF

8" 2' - 10"

RISERS AT SITE. MAX 8"
2' - 2"

2' - 2"

REVISION LEGEND
RISE, MIN 10" TREAD

8"
ASSUMED DIRECTION OF EXIST FRAMING.
CONTRACTOR TO VERIFY AT SITE PRIOR
TO CONSTRUCTION AND NOTIFY
CONTRACTOR TO FIELD VERIFY 8" 13' - 3" 8" UNEXCAVATED
ARCHITECT OF ANY DISCREPANCIES
CONSTRUCTION OF EXISTING 3' - 0" 4" THICK CONC. SLAB
DROPPED

5' - 4"
BASEMENT WALL TO VERIFY IF WITH 6X6 10/10 W.W.M.
6' - 0"

DROPPED
8" CMU FOUNDATION ADDITIONAL SUPPORT IS ON 4" CRUSHED STONE
WALL - SEE TYP WALL NEEDED FOR NEW LOADS FROM OR POROUS FILL

8' - 3"
SECTION FOR REINF. UNEXCAVATED FRONT PORCH
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

FOUNDATION, TYP.

8"
2' - 4"

1' - 0"
8" 4' - 6" 8"

UNEXCAVATED INDICATES

As Per
4" THICK CONC. SLAB WITH 6X6 WALL ABOVE,
10/10 W.W.M. ON 4" CRUSHED TYP
STONE OR POROUS FILL CONC STAIRS TO GRADE.
VERIFY EXACT # OF
4' - 1" 5' - 10" 4' - 1" RISERS AT SITE. MAX 8"

No. Date
STAIRS RISE, MIN 10" TREAD
20' - 4" 4' - 2" 3' - 10" 13' - 10" 25' - 3" 13' - 11" 18' - 10"
DROPPED
100' - 2"

2 FOUNDATION PLAN
A-301

FOUNDATION PLAN
1
1/4" = 1'-0"
JOB #: 2022-
2022 -438
DWN: AR
CHK: IF/CF
DATE :03/23/23
WALL LEGEND
3/23/2023 8:29:18 PM

DRAWING NO.
NEW CMU WALL

BEARING WALL ABOVE

A-101
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
12
ASPHALT SHINGLES ON ROOFING
FELT ON 5/8" OSB SHEATHING
SEE ELEVS

ROOF TRUSSES AS DESIGNED 12

BY NJ LICENSED ENGINEER ASPHALT SHINGLES ON ROOFING
FELT ON 5/8" OSB SHEATHING
SEE ELEVS
36" WIDE ICE & WATER SHIELD
ROOF TRUSSES AS DESIGNED
METAL DRIP EDGE BY NJ LICENSED ENGINEER

ALUMINUM

LAKEWOOD TOWNSHIP
SEAMLESS GUTTER 36" WIDE ICE & WATER SHIELD

LOT: 1
METAL DRIP EDGE

ALUMINUM
PERFORATED VINYL SEAMLESS GUTTER
SOFFIT SYSTEM R-38 MIN. BATT INSULATION IN
ATTIC (OVERLAP TOP PLATE)

BLOCK: 80
METAL HURRICANE CLIP
(SIMPSON H2.5A TYP) EACH SEE 1/2" GYPSUM BOARD
TRUSS CEILING, TYP. PERFORATED VINYL
PLANS SOFFIT SYSTEM R-38 MIN. BATT INSULATION IN
ATTIC (OVERLAP TOP PLATE)
(2) 2 X 6 TOP PLATES
METAL HURRICANE CLIP
(SIMPSON H2.5A TYP) EACH SEE 1/2" GYPSUM BOARD
TRUSS CEILING, TYP.
1/2" GYPSUM BOARD OVER PLANS
2X6 WOOD STUDS @ 16" O.C.
W/ R-19 MIN BATT INSULATION, (2) 2 X 6 TOP PLATES
TYP.
SIDING OVER TYVEK HOUSE
WRAP OVER 1/2" STRUCT. 1/2" GYPSUM BOARD OVER
GRADE EXTERIOR RATED OSB 2X6 WOOD STUDS @ 16" O.C.
WALL SHEATHING, FASTENED W/ R-19 MIN BATT INSULATION,
12 TYP.
AS PER FASTENING SCHEDULE 2X6 SOLE PLATE ASPHALT SHINGLES ON ROOFING
SIDING OVER TYVEK HOUSE
FELT ON 5/8" OSB SHEATHING
WRAP OVER 1/2" STRUCT.
WALL BASE SEE ELEVS
GRADE EXTERIOR RATED OSB
ROOF TRUSSES AS DESIGNED WALL SHEATHING, FASTENED
FINISHED FLOOR ON BY NJ LICENSED ENGINEER AS PER FASTENING SCHEDULE 2X6 SOLE PLATE
UNDERLAYMENT
TO SUIT ON 3/4" T & G PLYWD
SHEATHING (EXT GLUE 20/40) 36" WIDE ICE & WATER SHIELD WALL BASE

1-3/4" LSL RIM BOARD FINISHED FLOOR ON

METAL DRIP EDGE Catherine M. Flores,
UNDERLAYMENT Registered Architect
FLOOR FRAMING. TO SUIT ON 3/4" T & G PLYWD NJ License # 21AI01806800
R-5 CONT. INSULATION ALUMINUM
REFER TO PLANS FOR SHEATHING (EXT GLUE 20/40)
SEAMLESS GUTTER
SIZING & SPACING, TYP. 6152 Jeffrey Ave S
1-3/4" LSL RIM BOARD Cottage Drove, MN 55016
cell: 732.609.4813
FLOOR FRAMING. floresarch6@gmail.com
R-5 CONT. INSULATION REFER TO PLANS FOR
PERFORATED VINYL
1/2" GYPSUM BOARD SOFFIT SYSTEM R-38 MIN. BATT INSULATION IN SIZING & SPACING, TYP.
CEILING, TYP. ATTIC (OVERLAP TOP PLATE) Project Manager
Israel Feldbrand
(2) 2X6 TOP PLATES METAL HURRICANE CLIP cell: 732.552.6691
(SIMPSON H2.5A TYP) EACH SEE 1/2" GYPSUM BOARD israelfeldbrand@gmail.com
TRUSS CEILING, TYP.
1/2" GYPSUM BOARD OVER 2X6 PLANS 1/2" GYPSUM BOARD
WOOD STUDS @ 16" O.C. W/ R-13 CEILING, TYP.
MIN BATT INSULATION TYP. (2) 2 X 6 TOP PLATES
(2) 2X6 TOP PLATES
SIDING OVER TYVEK HOUSE
WRAP OVER 1/2" STRUCT. 1/2" GYPSUM BOARD OVER SIDING OVER TYVEK HOUSE 1/2" GYPSUM BOARD OVER 1/2" GYPSUM BOARD OVER 2X6
GRADE EXTERIOR RATED OSB 2X6 WOOD STUDS @ 16" O.C. W/ WRAP OVER 1/2" STRUCT. 2X6 WOOD STUDS @ 16" O.C. WOOD STUDS @ 16" O.C. W/ R-13
WALL SHEATHING, FASTENED R-19 MIN BATT INSULATION, TYP. GRADE EXTERIOR RATED OSB W/ R-19 MIN BATT INSULATION, MIN BATT INSULATION TYP.
AS PER FASTENING SCHEDULE WALL SHEATHING, FASTENED TYP.
AS PER FASTENING SCHEDULE
1/2" GYPSUM BOARD OVER
2 X 6 SOLE PLATE 2 X 6 SOLE PLATE 2X6 WOOD STUDS @ 16" O.C. W/
R-19 MIN BATT INSULATION, TYP.
WALL BASE WALL BASE

3-5/8" BATT INSULATION (TO COMPLY W/ 3-5/8" BATT INSULATION (TO COMPLY W/
CURRENT IRC/ IBC CODES FOR FLAME CURRENT IRC/ IBC CODES FOR FLAME 2 X 6 SOLE PLATE
SPREAD NOT TO EXCEED 25 W/ 450 MAX. SPREAD NOT TO EXCEED 25 W/ 450 MAX.

REVISION LEGEND
FOR SMOKE DEVELOPMENT INDEX) FOR SMOKE DEVELOPMENT INDEX) WALL BASE

FINISHED FLOOR ON UNDERLAYMENT FINISHED FLOOR ON UNDERLAYMENT

1-3/4" LSL RIM BOARD TO SUIT ON 3/4" T & G PLYWD 1-3/4" LSL RIM BOARD TO SUIT ON 3/4" T & G PLYWD
SHEATHING (EXT GLUE 20/40) SHEATHING (EXT GLUE 20/40)
FINISHED FLOOR ON UNDERLAYMENT
TO SUIT ON 4" THICK CONC. SLAB

FLOOR FRAMING W/ R-19 BATT FLOOR FRAMING W/ R-19 BATT SHEET METAL FLASHING. EXTEND
4" GRAVEL FILL OVER 6 MIL.
UP OVER SHEATHING MIN 12"
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

SHEET METAL FLASHING. EXTEND INSULATION. REFER TO PLANS FOR SHEET METAL FLASHING. EXTEND INSULATION. REFER TO PLANS FOR VISQUEEN VAPOR BARRIER
UP OVER SHEATHING MIN 12" SIZING & SPACING, TYP. UP OVER SHEATHING MIN 12" SIZING & SPACING, TYP.
APPROX. FINISH GRADE

SLOPE
(2) COATS DAMPPROOFING 2" X 6" TREATED WOOD SILL OVER SILL SEALER (2) COATS DAMPPROOFING 2" X 6" TREATED WOOD SILL OVER SILL SEALER

APPROX. FINISH GRADE APPROX. FINISH GRADE MIN R-10 RIGID

As Per
INSULATION AT SLAB
SLOPE SLOPE 1/2" DIA GALV. STEEL ANCHOR "J" BOLT AND WASHER
(2) COATS DAMPPROOFING PLACED 60" O.C. W/ 13" GROUTED EMBEDMENT MIN. 2
BOLTS PER SECTION. END BOLT MUST BE NO LESS THAN
8" CMU FOUNDATION WALL. HORIZONTAL
8" CMU FOUNDATION WALL. 1/2" DIA GALV. STEEL ANCHOR "J" BOLT AND 8" CMU FOUNDATION WALL. 1/2" DIA GALV. STEEL ANCHOR "J" BOLT AND 3-1/2" FROM SILL PLATE AND NO MORE THAN 12" FROM END.

No. Date
REINF. -PROVIDE GALVANIZED LADDER
HORIZONTAL REINF. -PROVIDE WASHER PLACED 60" O.C. W/ 13" GROUTED HORIZONTAL REINF. -PROVIDE WASHER PLACED 60" O.C. W/ 13" GROUTED 5/8" ANCHORS AT SHEAR WALL.
REINF. @ EVERY 2ND COURSE, TYP. TOP
GALVANIZED LADDER REINF. @ EMBEDMENT MIN. 2 BOLTS PER SECTION. END GALVANIZED LADDER REINF. @ EMBEDMENT MIN. 2 BOLTS PER SECTION. END TWO COURSES FILLED SOLID
EVERY 2ND COURSE, TYP. TOP BOLT MUST BE NO LESS THAN 3-1/2" FROM EVERY 2ND COURSE, TYP. TOP BOLT MUST BE NO LESS THAN 3-1/2" FROM
TWO COURSES FILLED SOLID W/ SILL PLATE AND NO MORE THAN 12" FROM TWO COURSES FILLED SOLID W/ SILL PLATE AND NO MORE THAN 12" FROM CONC WASH
VERT #6 REBAR FILLED SOLID @ END. 5/8" ANCHORS AT SHEAR WALL VERT #6 REBAR FILLED SOLID @ END. 5/8" ANCHORS AT SHEAR WALL PROVIDE (30") MIN #4 DOWELS @ 36" O.C. TIED
12" GRAVEL FILL TO VERT. WALL REINF. DRILL AND EPOXY SET
48" O.C. 48" O.C.
OVER (WASHED DOWELS INTO FOOTING 6" MIN. DEEP
MIN 1 VENT PER 150 SF MIN 1 VENT PER 150 SF
STONE) 4" DIA.
DRAIN TILE, TYP
FOUNDATION DETAILS
12" GRAVEL FILL 12" GRAVEL FILL

1' - 0"
OF CRAWLSPACE OF CRAWLSPACE
OVER (WASHED OVER (WASHED
STONE) 4" DIA. STONE) 4" DIA.
DRAIN TILE, TYP DRAIN TILE, TYP
2' - 0"
CONC WASH CONC WASH 24"W X 12" DEEP CONT.
CONC. FOOTING w/ (3) #4 JOB #: 2022-
2022 -438
24"W X 12" DEEP CONT. NOTES: 24"W X 12" DEEP CONT. NOTES: REBAR CONT. (MIN. 18" NOTES:
CONC. FOOTING w/ (3) #4 1. ALL CONNECTORS, FASTENERS, ANCHOR BOLTS, ETC. IN CONTACT WITH CONC. FOOTING w/ (3) #4 1. ALL CONNECTORS, FASTENERS, ANCHOR BOLTS, ETC. IN CONTACT WITH 1. ALL CONNECTORS, FASTENERS, ANCHOR BOLTS, ETC. IN CONTACT WITH DWN: AR
OVERLAP) .
REBAR CONT. (MIN. 18" TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED REBAR CONT. (MIN. 18" TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED CHK: IF/CF
OVERLAP) . 2. CONTRACTOR SHALL CONSTRUCT FIRST FLOOR JOIST FRAMING AS BRACING OVERLAP) . 2. CONTRACTOR SHALL CONSTRUCT FIRST FLOOR JOIST FRAMING AS BRACING 2. CONTRACTOR SHALL CONSTRUCT FIRST FLOOR JOIST FRAMING AS BRACING
PRIOR TO BACKFILLING AGAINST NEW FOUNDATION WALL PRIOR TO BACKFILLING AGAINST NEW FOUNDATION WALL PRIOR TO BACKFILLING AGAINST NEW FOUNDATION WALL DATE :03/23/23
3/23/2023 8:29:18 PM

DRAWING NO.
Typ. Wall Section @ Crawlspace 2-Story Typ. Wall Section @ Crawlspace 1-Story TYP. WALL SECTION @ SLAB ON GRADE
1 2 3
3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"

A-102
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
12
ASPHALT SHINGLES ON ROOFING
FELT ON 5/8" OSB SHEATHING
SEE ELEVS

ROOF TRUSSES AS DESIGNED

BY NJ LICENSED ENGINEER

36" WIDE ICE & WATER SHIELD

METAL DRIP EDGE

LAKEWOOD TOWNSHIP
ALUMINUM

LOT: 1
SEAMLESS GUTTER

PERFORATED VINYL
SOFFIT SYSTEM R-38 MIN. BATT INSULATION IN

BLOCK: 80
ATTIC (OVERLAP TOP PLATE)
METAL HURRICANE CLIP
(SIMPSON H2.5A TYP) EACH SEE 1/2" GYPSUM BOARD
TRUSS CEILING, TYP.
PLANS
(2) 2 X 6 TOP PLATES

1/2" GYPSUM BOARD OVER

2X6 WOOD STUDS @ 16" O.C.
W/ R-19 MIN BATT INSULATION,
TYP.
SIDING OVER TYVEK HOUSE
WRAP OVER 1/2" STRUCT.
GRADE EXTERIOR RATED OSB
WALL SHEATHING, FASTENED STONE FINISH (VERIFY NOTE:
AS PER FASTENING SCHEDULE W/ OWNER) ACTUAL NUMBER OF RISERS

1" (CLR)
2X6 SOLE PLATE VARIES - REFER TO PLAN (8" MAX.
SLOPE 1/8' PER 12" SEE PLANS HEIGHT)
WALL BASE 1"
1' - 2"
(TYP)
FINISHED FLOOR ON
UNDERLAYMENT
TO SUIT ON 3/4" T & G PLYWD GROUNDING NOTES:
SHEATHING (EXT GLUE 20/40) 1) ALL CONCRETE FOOTINGS CONTAINING A MINIMUM #4
PAVER STONE Catherine M. Flores,

(VIF)
+- 8"
1-3/4" LSL RIM BOARD REINFORCING RODS AT A MINIMUM 20' IN LENGTH Registered Architect
WALKWAY AS
SHALL HAVE AN ELECTRICAL BONDING CLAMP NJ License # 21AI01806800
SELECTED BY
FLOOR FRAMING. 4" CONCRETE SLAB W/ 6X6 - 10X10 (2 INSTALLED PRIOR TO APPLYING CONCRETE MINIMUM
R-5 CONT. INSULATION '- OWNER
REFER TO PLANS FOR WWM, OVER 6" CRUSHED STONE (TY 6") EXPOSURE OF 12". 6152 Jeffrey Ave S
P) Cottage Drove, MN 55016
SIZING & SPACING, TYP. 2) ENCASE BONDING CLAMP CONNECTION BY AT LEAST
#5 REBAR @ 16" O.C. cell: 732.609.4813
2 INCHES OF CONCRETE. floresarch6@gmail.com
NEW FIRST

5"
FLOOR PLATE 3) REBAR MUST BE BARE, GALVANIZED, OR OTHERWISE
CONDUCTIVITY COATED STEEL

36" MIN
Project Manager
1/2" GYPSUM BOARD 4) REBAR MUST NOT BE COATED WITH EPOXY OR Israel Feldbrand
8" CMU FOUNDATION
CEILING, TYP. OTHER INSULATION. cell: 732.552.6691
WALL
BRICK, AS SELECTED 5) LENGTHS OF REBAR MAY BE CONNECTED TOGETHER israelfeldbrand@gmail.com
BY OWNER (2) 2X6 TOP PLATES
TO FORM AN EXCELLENT LOW-RESISTANCE
1/2" GYPSUM BOARD OVER 2X6 GROUNDING ELECTRODE.
WOOD STUDS @ 16" O.C. 6) COPPER, NOT ALUMINUM, MUST BE EMPLOYED AS

10"
EXIST FIRST (SISTER TO EXIST STUDS) W/ FOOTING- 1'-8" CONT. X GROUNDING CONDUCTOR WHERE IN EARTH OR
FLOOR PLATE R-19 MIN BATT INSULATION TYP. 10" THICK W/ (3) #4 REBAR
SUBJECT TO CORROSIVE CONDITIONS
CONT. (MIN. 18" OVERLAP)
1' - 8" 7) WHERE THE GROUNDING ELECTRODE IS A METAL
AND #4 @ 36" O.C.
DEMOLISH EXIST 2X4 UNDERGROUND WATER PIPE, A SUPPLEMENTAL
TOP PLATES AND CONCRETE STAIR DETAIL ELECTRODE MUST BE USED
2
INTERIOR GYPSUM 3/4" = 1'-0"
BOARD
SOLID OR
STRANDED COPPER
2X2 WOOD STUDS @ 16" O.C. CONDUCTOR
EXIST 2x4 WALL
ASSEMBLY TO REMAIN

BONDING CLAMP

REVISION LEGEND
FOUNDATION WALL
(SEE PLAN FOR SIZE
STRAP 2X2 SILL PLATE TO AND TYPE)
4" SETBACK SHOULD EXIST 2X4 SILL PLATE TILE/ PAVERS, SIZE/COLOR TO BE
BE REFLECTED ON CONT. CONC.
SELECTED BY OWNER
THE FOUNDATION PLAN FOOTING (SEE PLAN
FOR SIZE)
4" THICK CONC. SLAB W/ 6x6 10/10 W.W.M ON
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

EXIST FLOOR FRAMING 6" CRUSHED STONE OR POROUS FILL

EXIST BRICK LEDGE
REINFORCING BARS
1ST FLOOR LEVEL AS PER FOUNDATION
PLAN
4"

EXIST FOUNDATION AND

FOOTING ASSEMBLY TO REMAIN. GROUNDING DETAIL
4"

As Per
CONTRACTOR TO VERIFY EXIST STUCCO FINISH, SEE NTS.
SIZE OF FOOTING PRIOR TO
VARIES

ELEVATIONS
(V.I.F.)

CONSTRUCTION AND NOTIFY

ARCHITECT OF FINDINGS

No. Date
GRADE/WALKWAY

8" CONC BLOCK WITH

DUR'O'WALL @ EVERY OTHER NEW CMU FOUNDATION WALL
36" MIN

COURSE OVER 20" WIDE x 12"

DEEP CONC. FTG SEALANT W/ 1-HOUR GLASS CROSS
SECTION & 1/2" POLYTHELENE FOAM
FOUNDATION DETAILS
BACKER ROD PRESSED INTO 3/8" JOINT

CONC WASH
10"

STRUCTURAL BEARING 3/8" E.J. FILLER 10" LENGTHS OF #4 DOWEL IMBEDDED

UNDISTURBED SOIL OR APPROVED IN GROUT POCKET @16" O.C.
1' - 8" JOB #: 2022-
2022 -438
EQUAL
DWN: AR
FOOTING- 1'-8" CONT. X 10" THICK W/
(3) #4 REBAR CONT. (MIN. 18" EXISTING BLOCK WALL CHK: CF
OVERLAP) AND #4 @ 36" O.C. DATE :03/23/23
3/23/2023 8:29:19 PM

Typ. Wall Section @ Exist Wall Assembly TERRACE/PORCH DETAIL Dowel Detail @ Addition DRAWING NO.
6 1 5
3/4" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"

A-103
 2
A-301

OCEAN COUNTY NJ 08701

220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
100' - 2"

6" 42' - 2" 17' - 1" 40' - 5"

SCHINDLER RESIDENCE
3' - 0" 4' - 8" 5' - 2" 4' - 4" 13' - 2" 11' - 10" 5' - 10" 11' - 3" 10' - 9" 15' - 8" 14' - 0"

CONC STAIRS TO GRADE.

VERIFY EXACT # OF
RISERS AT SITE. MAX 8" DN
RISE, MIN 10" TREAD WD STAIRS TO GRADE.
6x6 WD VERIFY EXACT # OF

3' - 0"

3' - 0"
6x6 WD 12'-0 RISERS AT SITE. MAX 8"
x POST
C14 G45 G45 POST 2680 2680 RISE, MIN 10" TREAD
8'-0"
(2) 2X10 HDR SL DN 4" SL 9' - 4" 8' - 0" 3' - 0"

DN 4" (2) 2X10 (2) 2X10 5 1/2"x11 7/8" LSL HDR (CONTINUOUS)
2670 HDR HDR

3' - 8"
UP

EX 5' - 7"
2470 LINE OF
4' - 6" PWDR

5' - 7"
SKYLIGHTS
BACK

3' - 11"
ROOM

NEW 2x8 CJ / RR

NEW 2x8 CJ / RR
ABOVE 10'-0"
ALTERED X SEE SECOND FLOOR
9' - 5"

2-2680
YARD SET

MUD ROOM (2) 2X10

@ 16" O.C.

@ 16" O.C.
2070 17'-0"
FOR HEADER INFO HDR

4"

LAKEWOOD TOWNSHIP
PKT
2-2070

LOT: 1
GLASS PER

6"

10' - 0"
WOOD DECK

4' - 11"

-
BATH (4)2x4

1'
FIREPLACE
10'-0" SIDE

4' - 1"

4"
WD

FI
(4)2x6 2680 MANUFACTURER'S

3' - 4"

NE PLA
RE
POST

W CE
6" 6" 5' - 0" 4" 1' - 8" 4" 13' - 2" WD 4" SPECS

6' - 1"
POST W/ MIN 5-1/2" X
BETTER
7"x11 7/8" PSL HDR (CONTINUOUS) 5-1/2" BEARING
2870 HEADER # 60:
EACH END
DN 6080 (2) 1-3/4" X

BLOCK: 80
3080 SL 9-1/2" LVLs W/ 3080 (2) 2X10 (2) 2X10 CXW16
6" 12' - 0" 4" 3' - 0" 5' - 6" 6" CXW16
3' - 0"

SL GL SL HDR HDR
5/8" STL PLT

5' - 4"
WH
5' - 10"

NEW PESACH

2"

2"
FLUSH BM LOCATED

3 1/2" x 11 7/8" LSL FLUSH GIRDER

18' - 0" 4" UNDER 2ND FLOOR
4"

9'-6" DOUBLE HEIGHT 4" 2' - 0" 4" 15' - 7" 2"
2-2080

5' - 5"
3' - 0"

NEW 11 7/8" TJIs - 560 SERIES - 16" O.C.

X WALL ABOVE (V.I.F.)

4' - 0"
2-1880
8'-0"
3080 -S.D.

NEW 11 7/8" TJIs - 560 SERIES - 16" O.C.

4"

20' - 1"
(2) 2X10 2080

NEW 11 7/8" TJIs - 560 SERIES - 16" O.C.

DN 4"

9' - 10"
HDR

4"
NEW 11 7/8" TJIs - 560 SERIES - 16" O.C.

5' - 2"
2-CXW16

4' - 2"
ALTERED ALTERED GUEST

13' - 4"
7' - 0"

2-1880
2-2080 FAMILY ROOM 2-2880
EXIST LIVING BEDROOM
NEW 11 7/8" TJIs - 360 SERIES - 16" O.C.

6' - 6"
ROOM
1 (2) 2X10 EXTENDED KITCHEN 1

4"
4"
A-301 HDR GARAGE A-301
25' - 6"

3' - 0"
R-13 INSULATED WALLS AND (2) 2X10

4' - 6"
2-CXW16

4' - 2"
5' - 2"
CEILING / FLOOR ASSEMBLES AT EQ EQ 2-1880
21' - 2"

HDR
LIVING AREA. 5/8" TYPE X GYPSUM
BOARD TO INTERIOR FACE OF 3680
2-2080
GARAGE WALLS / (2) LAYERS 5/8" 9' - 0" C.O. 2' - 7"
7" x 11 7/8" PSL FLUSH GIRDER 8-0 HD HGT
TYPE X GYPSUM BOARD TO CEILING

4"

4"

5' - 0"
2880
COMMON TO LIVING AREA CONC STAIRS TO GRADE.

6"
2680

4"
Catherine M. Flores,
2-3080 VERIFY EXACT # OF
20' - 10" Registered Architect
2' - 6" 2-2080 NEW GUEST (2) 2X10 RISERS AT SITE. MAX 8"
56' - 2"

56' - 2"
5-1/4" x 5-1/4" 5-1/4" x 5-1/4" NJ License # 21AI01806800
RISE, MIN 10" TREAD

4' - 10"
12' - 8"

BATH HDR

5' - 6"

5' - 6"
PSL POST PSL POST

4' - 10"

4' - 10"

4' - 10"
FLUSH FLITCH BM 5-1/4" x 5-1/4" 6152 Jeffrey Ave S
2480
(2) 1-3/4" X 11-7/8" LVLs W/ 1" STL PLT PSL POST A41 Cottage Drove, MN 55016
5-1/4" x 5-1/4" 4" 2' - 0" 4" 4' - 9" 4" 3' - 8" 4" 8' - 10" 2"
5 1/4"x11 7/8"

5-1/4" x 5-1/4" cell: 732.609.4813

5' - 0"

PSL POST FLUSH FLITCH BM floresarch6@gmail.com

PSL POST
PSL HDR

(3) 1-3/4" X 11-7/8" LVLs W/ (2) 3/4" STL PLTS

6"

6"

6"

6"
NEW 11 7/8" TJIs - 210 SERIES - 16" O.C.
2870 Project Manager
6" 19' - 10" 6" 4' - 2" 14' - 10" 6" 5' - 6" 4" 5' - 7" 12'-0" C.O. 5' - 7" 4" 9' - 5" 7' - 9" 3' - 8" 9' - 2"
Israel Feldbrand

210 SERIES - 16" O.C.

8'-0" HD HGT

44' - 6"
LINE OF SECOND cell: 732.552.6691

4' - 4"

NEW 11 7/8" TJIs -

(2) 2X10 (FLUSH)

4' - 8"
5-1/4" X 9-1/2" PSL HDR DN
(TRAY CLG)
FLOOR ABOVE UP israelfeldbrand@gmail.com
(PROVIDE MIN 3-1/2"

NEW 11 7/8" TJIs - 560 SERIES - 16" O.C.

6' - 3"
NEW DINETTE LINE OF EXISTING
16'-0" BEARING AT ENDS)

3 1/2" x 11 7/8" LSL FL GRDR

TRAY CLG
X 21080 (2) 2X10 (11'-0" TRAY CLG) MODIFIED
7'-0" HDR SOFFIT

9' - 4"

9' - 4"
3' - 2"

EQ

@ 16" O.C. (B.O. RR @ 11'-0" AFF)

FOYER

4"
O.H.
4' - 0"

NEW 11 7/8" TJIs - 560 SERIES

(2)2-8 1' - 0" 12' - 10" 1' - 0"

17' - 5"
11 7/8" TJIs - 560 SERIES - 16" O.C.
NEW STAIRS MAX
X
FLUSH BM LOCATED 8" RISE, MIN 10"
14' - 0"
6-0
7' - 1"

(TEMPERED) UNER 2ND FLOOR TREAD

6" 14' - 10" 6" 4' - 0" 4" 1' - 6"
ALTERED
EXTERIOR WALL

15' - 10"
DN DINING ROOM

6' - 4"
(2) 2X10 (DROPPED)
3' - 11"

(2) 2X10 ABOVE (V.I.F.) OPEN TO ABOVE

EQ

(TRAY CLG)

HDR (PROVIDE MIN 3-1/2"

8' - 10"
BEARING AT ENDS)
6' - 3"

CONC STAIRS TO GRADE.

6"

6"
5'

VERIFY EXACT # OF
EQ

2880
-0

WALK-IN 2880 RISERS AT SITE. MAX 8"

"

2-2680 STOR CL
1' - 0"

PANTRY (2)20 RISE, MIN 10" TREAD

4"
2-2-0 UNDER
3' - 10"

CUST
EQ

EQ EQ STAIR (2) 2X10

X DR

5' - 10"
4' - 10"
HDR

4' - 4"
6-0

NEW 11 7/8" TJIs - 360 SERIES - 16" O.C.

(3 D R

REVISION LEGEND
DN 4"
)2

(TEMPERED) 3080
H

6"

4' - 2"
X1

2" 3' - 2" 4" 23' - 2" 4" 9' - 5" 4" 2' - 1" 4" 17' - 10"
DN
0
2'

(3)3-2 EQ EQ EQ DN 4" EQ
2' - 2"

-8

(3) 2X10
EXISTING 3' - 0"
"

X HDR
MODIFIED
2"

6-0

6"
2'

14' - 2"
(TEMPERED) (5)3070 STUDY
-8

BETTER

(DECORATIVE)
1080 3080 1080
"

CSMT HEADER # 60
(2)2x6 FL HDR (B.O. HDR @

(3)2x12 P.T.
(TEMPERED) 12"x12" SQ BOX

2x6 CJ @
(2) 1-3/4" X

16" O.C.
10'-0" AFF) AND 2x6 BOXED COL BY "HB&G"
9-1/2" LVLs W/ COVERED

10' - 2"
SOFFIT FRAMING @ 16" O.C. (DECORATIVE)
5/8" STL PLT
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

TO CREATE TRAY CLG (TYP ENTRY

8' - 2"

8' - 1"
@ DINETTE AREA) 6x6 P.T.
12"x12" SQ BOX WD POST
COL BY "HB&G" (3)2x12 P.T. DROP HDR

DN 6" 17' - 10" 2"

6X6 PT WD POST
W/ COLUMN
WRAP, TYP.

0"

As Per
CONC. STAIRS TO GRADE 3-CXW16 BETTER
VERIFY EXACT # OF RISERS HEADER # 60
(2) 1-3/4" X LINE OF
AT SITE. MAX 8" RISE, MIN SECOND FLOOR
10" TREAD 9-1/2" LVLs W/
1' - 2" 11' - 7" 1' - 2" 5/8" STL PLT ABOVE

No. Date
9' - 7" 13' - 0" 1' - 11" 3' - 10" 5' - 10" 8' - 0" 15' - 7" 16' - 8" 7' - 0" 9' - 5" 9' - 5"

24' - 6" 3' - 10" 13' - 10" 39' - 2" 18' - 10"

100' - 2"
FIRST FLOOR PLAN
2
WALL LEGEND
A-301

NEW FRAMED WALL

JOB #: 2022-
2022 -438
FIRST FLOOR PLAN BEARING WALL DWN: AR
1
1/4" = 1'-0" CHK: IF/CF
4' - 0" - MAX
DATE :03/23/23
TYP.
3/23/2023 8:29:21 PM

DRAWING NO.

INDICATES SHEAR WALL LOCATION

- REFER TO DETAILS FOR MORE
INFORMATION
A-104
 2

OCEAN COUNTY NJ 08701

A-301

220 SOUTH LAKE DRIVE

PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
100' - 2"

SCHINDLER RESIDENCE
42' - 2" 17' - 7" 40' - 5"

10' - 10" 16' - 5" 10' - 2" 4' - 9" 6' - 4" 11' - 3" 4' - 9" 16' - 0" 12' - 8" 7' - 0"

LINE OF
WALL BELOW

BETTER
HEADER # 60:
(2) 1-3/" X 10'-0"

LAKEWOOD TOWNSHIP
9-1/2" LVLs w/ X
17'-0"

LOT: 1
5/8" STL PLT

6"

6"
6"
-
1'
4"

6' - 1"
5-1/4" X 9-1/4" 3-CXW155 (2) 2X10 CXW155 (2) 2X10
PSL HDR HDR TEMP P5055 HDR

BLOCK: 80
6"

EGRESS EGRESS
18' - 6" 4" 2' - 0" 6" 10' - 6" 4" 9' - 8" 4" (2) 2X10 3-1/2" X 9-1/4" 2-CXW155 3-1/2" X 9-1/4"
3' - 6"

CXW155 2-CXW155
HDR PSL HDR PSL HDR

6"

6"

6"
CXW16
9' - 6" 4" 14' - 5" 4" 2' - 0" 4" 13' - 0"

7' - 0"
(2) 2X10 2-2068
HDR

5' - 4"
2-2468

19' - 11"
12' - 6"
W.I.C.

14' - 5"
4"

11' - 0"
24' - 4"

4"
OPEN TO
STORAGE BEDROOM # 5 BEDROOM # 4

13' - 4"
13' - 10"
MASTER BELOW
19' - 6"
13' - 8"

5' - 3"

16' - 8"
BEDROOM 2-2068

5' - 4"
2-2468
1 1
A-301 4' - 5" 5' - 4" 4" 16' - 7" 6" A-301
4"

4"
2868 2' - 0"
EQ EQ

4"

4"
2668
18' - 6" 13' - 4"

4"

2' - 6"
2868 1468 4" 6' - 4" 4" 1' - 4" 4" 2868
1868 1868
P6050

2' - 0"
(2) 2X10 Catherine M. Flores,

4"
1468
6' - 8"

HDR Registered Architect

6"
8' - 7"

2868 NJ License # 21AI01806800

7' - 10"

EQ
CXW16 2468 BATH (2) 2X10

4"
2668
20' - 4" 11' - 6" 10' - 0" 4" PKT 6152 Jeffrey Ave S
3' - 4"

HDR

5' - 6"
EGRESS

4' - 10"
Cottage Drove, MN 55016
2-2468

4' - 4"
DN 4" 2-2668 A41 cell: 732.609.4813
2868

EQ
2-1868 2-1868 2868 floresarch6@gmail.com
6"
49' - 3"

49' - 3"
3070
1' - 11"

4" 10' - 1"

TEMP
1' - 11"

3-CXW155 5-1/4" X 9-1/4" (2) 2X10

2868 2868 2868
PSL HDR HDR
Project Manager

4" 2' - 0" 6"

6"

6"

6"
SLOPE

Israel Feldbrand

8' - 2"
(2) 2X10 (2) 2X10 (2) 2X10 (2) 2X10 5' - 0"
BALCONY CXW155 CXW155 CXW155 CXW155 cell: 732.552.6691

43' - 2"
HDR HDR HDR HDR 4' - 0" 4" 3' - 8" 4" 5' - 0" israelfeldbrand@gmail.com
36" MIN HIGH
2668 GUARDRAIL W/

5' - 11"
LESS THAN 4" 9'-4"
BETWEEN X
FLOOR DRAIN BALUSTERS
36" MIN HIGH GUARDRAIL 6" 8' - 4" 4" 4' - 2" 13'-6"

9' - 4"

9' - 4"
OR SCUPPER
W/ LESS THAN 4" TEMP
BETWEEN BALUSTERS
(2) 2X10

4"
OWNER SHALL BE RESPONSIBLE FOR NEW STAIRS MAX HDR
ROOF BELOW 8" RISE, MIN 10"
CONTINUOUS MAINTENANCE OF BEDROOM # 2 Dryer
OPEN TO
W TREAD
16' - 2"

FIBERGLASS DECK TO ENSURE BELOW DN

4' - 7"
WATERTIGHT CONDITIONS.

13' - 4"
2-2068
ARCHITECT ASSUMES NO LIABILITY
FOR INSTALLATION OR DESIGN OF

4" 2' - 2" 6"

6"
2868
NEW DECK. ARCHITECT CANNOT
GUARANTEE THAT BALCONY WILL 4" 5' - 0" 4" 1' - 5" 4"

4"
NOT LEAK INTO LIVING AREA BELOW - LAUNDRY
CONTRACTOR TO PROVIDE LINE OF
WALL BELOW 13' - 4" 4" 2' - 0" 4" 10' - 8" 4" 9' - 5"

REVISION LEGEND
WATERPROOFING COMAPNY TO

4' - 7"
ENSURE WATERTIGHT CONDITIONS. 1068

18' - 4"
2-2068
FIBERGLASS DECKING OVER 3/4" EXT
2868
GRADE SHEATHING -CARRY MIN. 16"

5' - 4"
UP WALL AND UNDER DOOR SILLS 2' - 5" 4' - 4"

12' - 8"
6"

BEDROOM # 3
3-1/2" X 9-1/4" (2) 2X10 P6055 3-1/2" X 9-1/4"
2-CXW145 PSL HDR HDR CXW145 PSL HDR

4"
EGRESS
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

4' - 4" 4" 13' - 2" 6"

6' - 10"

2868

4' - 6"
ROOF BELOW

6"

6"

As Per
2-CXW155 3-1/2" X 9-1/4"
PSL HDR
EGRESS

LINE OF

No. Date
WALL BELOW
10' - 2" 8' - 2" 2' - 0" 4' - 5" 4' - 4" 4' - 4" 4' - 4" 4' - 5" 7' - 2" 14' - 8" 10' - 5" 6' - 11" 9' - 5" 9' - 5"

20' - 4" 21' - 10" 58' - 0"

100' - 2"
SECOND FLOOR PLAN
2
WALL LEGEND
A-301
NEW FRAMED WALL
JOB #: 2022-
2022 -438
BEARING WALL DWN: AR
CHK: IF/CF
4' - 0" - MAX
DATE :03/23/23
SECOND FLOOR PLAN TYP.
3/23/2023 8:29:22 PM

1 DRAWING NO.
1/4" = 1'-0"
INDICATES SHEAR WALL LOCATION
- REFER TO DETAILS FOR MORE
INFORMATION
A-105
 ROOF NOTES:

INSTALL PRE-ENGINEERED ROOF TRUSS SYSTEM. SUBMIT

ROOF TRUSS PLAN TO BUILDING DEPARTMENT FOR
APPROVALS

OCEAN COUNTY NJ 08701

220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
ADDITIONAL STRUCTURAL ELEMENTS MAY BE REQ'D OR
ELEMENTS OMITTED UPON RECEIPT OF ENGINEER'S FINAL
TRUSS LAYOUT.

SCHINDLER RESIDENCE
PROVIDE BLIND ALUM FLASHING AT ALL WALL/ROOF
INTERSECTIONS AND VALLEYS.

ROOF FRAMING TO BE COORDINATED W/

MANUFACTURER'S SPECIFICATIONS FOR
SKYLIGHT INSTALLATION. ARCHITECT TO
BE PROVIDED W/ INFORMATION PRIOR
TO CONSTRUCTION, TYP.

1' - 0"
6" 6"

2 1/2" / 12"

2x8 RR @ 16" O.C.

LAKEWOOD TOWNSHIP
LOT: 1
1' - 0"
2

0"
A-301

-
1'
1' - 0"

7" / 12"
1' - 8"

BLOCK: 80
1' - 0"

6"

1' - 6"
ASPHALT ROOF 7" / 12" 7" / 12" 6"

7" / 12"
SHINGLES, TYP.

VA
LL

7" / 12"
EY

EY
ROOF TRUSSES AS DESIGNED BY NJ LICENSED ENGINEER

LL
VA
CONT. RIDGE VENT TYP
CONT. RIDGE VENT TYP
1 1
A-301 A-301

STORAGE ROOF TRUSSES AS DESIGNED BY NJ LICENSED ENGINEER

Catherine M. Flores,
Registered Architect
7" / 12"

NJ License # 21AI01806800

7" / 12"
6152 Jeffrey Ave S
Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com
CONT. RIDGE VENT TYP
1' - 6"

6" Project Manager

Israel Feldbrand
cell: 732.552.6691
1' - 6"

israelfeldbrand@gmail.com
BALCONY BELOW

6"
1/4 PER FT
SLOPE

7" / 12"
6"

VA

REVISION LEGEND
EY
LINE OF

LL
LL
WALL BELOW

EY
VA
OWNER SHALL BE RESPONSIBLE FOR CONTINUOUS

CONT. RIDGE VENT TYP

MAINTENANCE OF ROOF DRAINS TO ENSURE
6"

WATERTIGHT CONDITIONS. ARCHITECT ASSUMES NO

LIABILITY FOR INSTALLATION OR DESIGN OF ROOF 6"
DRAIN OR
DRAINGS. ARCHITECT CANNOT GUARANTEE THAT SCUPPER
1' - 6"

DRAINS WILL NOT LEAK INTO LIVING AREA BELOW -

CONTRACTOR TO PROVIDE WATERPROOFING COMAPNY
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

TO ENSURE WATERTIGHT CONDITIONS. CONTRACTOR 7" / 12" 7" / 12"

SHALL NOT CUT THROUGH WALLS INCLUDING TOP

2x8 RR @
16" O.C.
PLATES AND SILL FOR ROOF DRAIN PIPING

4" / 12"
1' - 6" 1' - 6"

As Per
6"
STANDING SEAM MTL OWNER SHALL BE RESPONSIBLE FOR CONTINUOUS LINE OF

No. Date
ROOF AT COVERED MAINTENANCE OF ROOF DRAINS TO ENSURE WALL BELOW
PORCH BELOW WATERTIGHT CONDITIONS. ARCHITECT ASSUMES NO
LIABILITY FOR INSTALLATION OR DESIGN OF ROOF
2 DRAINGS. ARCHITECT CANNOT GUARANTEE THAT
A-301 DRAINS WILL NOT LEAK INTO LIVING AREA BELOW -
CONTRACTOR TO PROVIDE WATERPROOFING COMAPNY
TO ENSURE WATERTIGHT CONDITIONS. CONTRACTOR
SHALL NOT CUT THROUGH WALLS INCLUDING TOP ROOF PLAN
PLATES AND SILL FOR ROOF DRAIN PIPING
ROOF PLAN
1
1/4" = 1'-0"

JOB #: 2022-
2022 -438
DWN: AR
CHK: IF/CF
DATE :03/23/23
3/23/2023 8:29:23 PM

DRAWING NO.

A-106
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
2

SCHINDLER RESIDENCE
A-301

ASPHALT ROOF
SHINGLES, TYP.

NEW ROOF PLATE NEW ROOF PLATE

20' - 0" 20' - 0"
AZEK TRIM
VINYL SIDING SELECTED BY

LAKEWOOD TOWNSHIP
TYP HD HGT
AS SELECTED OWNER, TYP.

9' - 0"

LOT: 1
BY OWNER

7' - 6"
36" MIN HIGH
GUARDRAIL STANDING SEAM
NEW SECOND MTL ROOF NEW SECOND
FLOOR FLOOR
11' - 0" 11' - 0"

BLOCK: 80
12"x12" SQ BOX
NEW FIRST FLOOR COL BY "HB&G" NEW FIRST FLOOR
PLATE BRICK, AS PLATE
SELECTED BY
10' - 0" OWNER 10' - 0"

11' - 0"

10' - 0"
TYP HD HGT
8' - 0" HD HT
11' - 6"

8' - 0"
EXIST FIRST
FLOOR
0' - 0"
GARAGE SLAB
-1' - 6"

EXIST T.O. FTG EXIST T.O. FTG

-4' - 6" -4' - 6"

Front Elevation
1
3/16" = 1'-0"
Catherine M. Flores,
Registered Architect
NJ License # 21AI01806800

6152 Jeffrey Ave S

Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

Project Manager
Israel Feldbrand
cell: 732.552.6691
israelfeldbrand@gmail.com

ASPHALT ROOF
SHINGLES, TYP.

NEW ROOF PLATE

20' - 0"

REVISION LEGEND
9'-4"
TYP HD HGT

VINYL SIDING
9' - 0"

X
AS SELECTED
7' - 6"

13'-6"
BY OWNER

NEW SECOND
FLOOR
11' - 0" NEW FIRST FLOOR
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

NEW FIRST FLOOR PLATE

PLATE 10' - 0"
10' - 0" BRICK, AS
SELECTED BY
10' - 0"

TYP HD HGT

OWNER
8' - 0"

As Per
EXIST FIRST EXIST FIRST
FLOOR FLOOR
0' - 0" 0' - 0"

No. Date
T.O.W
-1' - 0"

EXIST T.O. FTG

-4' - 6"
EXTERIOR
Right Side Elevation
2
3/16" = 1'-0" ELEVATIONS

JOB #: 2022-
2022 -438
DWN: RF
CHK: IF/ CF
DATE :03/23/23
3/23/2023 8:29:27 PM

DRAWING NO.

A-201
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:
2

SCHINDLER RESIDENCE
A-301

ASPHALT ROOF
SHINGLES, TYP.
NEW ROOF PLATE
20' - 0"

LAKEWOOD TOWNSHIP
LOT: 1
TYP HD HGT.
9' - 0"

7' - 6" VINYL SIDING SKYLIGHT BY

AS SELECTED OTHERS, TYP.
BY OWNER

NEW SECOND

BLOCK: 80
FLOOR 10'-0"

17' - 0"
11' - 0" X
NEW FIRST FLOOR 17'-0" NEW FIRST FLOOR
PLATE PLATE
10' - 0" 10' - 0"
10' - 0"

TYP. HD HGT

TYP HD HT
8' - 0"

8' - 0"
EXIST FIRST EXIST FIRST
FLOOR FLOOR
0' - 0" 0' - 0"
T.O.W FIRE PLACE BY
-1' - 0" OTHERS, TYP.,

EXIST T.O. FTG

-4' - 6"

Catherine M. Flores,
Registered Architect
Rear Elevation NJ License # 21AI01806800
1
3/16" = 1'-0"
6152 Jeffrey Ave S
Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

Project Manager
Israel Feldbrand
cell: 732.552.6691
israelfeldbrand@gmail.com

ASPHALT ROOF
SHINGLES, TYP.

REVISION LEGEND
NEW ROOF PLATE
20' - 0"
VINYL SIDING
AS SELECTED

TYP HD HGT
BY OWNER

9' - 0"
7' - 6"
STANDING SEAM
MTL ROOF
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

36" MIN HIGH GUARDRAIL

W/ LESS THAN 4" BETWEEN NEW SECOND
BALUSTERS FLOOR
11' - 0"
NEW FIRST FLOOR NEW FIRST FLOOR
PLATE PLATE
BRICK, AS
10' - 0" 10' - 0"

As Per
SELECTED BY
10' - 0" PLT HT

OWNER

10' - 0"
TYP HD HGT
11' - 6"

8' - 0"
12"x12" SQ BOX
COL BY "HB&G"

No. Date
EXIST FIRST EXIST FIRST
FLOOR FLOOR
0' - 0" 0' - 0"
T.O.W
GARAGE SLAB
-1' - 0"
-1' - 6"
EXIST T.O. FTG
EXTERIOR
-4' - 6" ELEVATIONS

Left Side Elevation JOB #: 2022-

2022 -438
2
3/16" = 1'-0" DWN: RF
CHK: IF/ CF
DATE :03/23/23
3/23/2023 8:29:31 PM

DRAWING NO.

A-202
 OCEAN COUNTY NJ 08701
220 SOUTH LAKE DRIVE
PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

SCHINDLER RESIDENCE
NEW ROOF PLATE
20' - 0" 9' - 0"

MASTER
BEDROOM
NEW SECOND W.I.C. STORAGE BEDROOM # 5 BEDROOM # 4
FLOOR

LAKEWOOD TOWNSHIP
11' - 0"

LOT: 1
NEW FIRST FLOOR
PLATE
10' - 0"

BLOCK: 80
10' - 0"

EXTENDED EXIST LIVING

ALTERED ALTERED GUEST
EXIST FIRST GARAGE ROOM
FAMILY ROOM BEDROOM
FLOOR
0' - 0"
T.O.W
-1' - 0"
GARAGE SLAB
-1' - 6"
EXIST T.O. FTG
-4' - 6"

SCHEMATIC BUILDING SECTION 1 Catherine M. Flores,

1
1/4" = 1'-0" Registered Architect
NJ License # 21AI01806800

6152 Jeffrey Ave S

Cottage Drove, MN 55016
cell: 732.609.4813
floresarch6@gmail.com

Project Manager
Israel Feldbrand
cell: 732.552.6691
israelfeldbrand@gmail.com

NEW ROOF PLATE

20' - 0"

REVISION LEGEND
OPEN TO
9' - 0"

BEDROOM # 5 BELOW

NEW SECOND
FLOOR
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

11' - 0"
NEW FIRST FLOOR
PLATE
10' - 0"

As Per
10' - 0"

EXIST LIVING
ROOM

No. Date
EXIST FIRST
FLOOR
0' - 0"
T.O.W
-1' - 0" BUILDING SECTIONS

EXIST T.O. FTG

-4' - 6"

JOB #: 2022-
2022 -438
DWN: AR
CHK: IF/CF
DATE :03/23/23
3/23/2023 8:29:32 PM

DRAWING NO.
SCHEMATIC BUILDING SECTION 2
2
1/4" = 1'-0"

A-301
 ELECTRICAL NOTES
ELECTRICAL LAYOUT IS SUGGESTED ONLY- CONTRACTOR SHALL
COORDINATE EXACT LAYOUT WITH OWNER PRIOR TO BEGINNING NEW WORK

ELECTRICAL CONTRACTOR SHALL COORDINATE W/ OWNER FOR

LOCATIONS OF POSSIBLE TELEPHONE JACKS, COAXIAL CABLE OUTLETS,
CATEGORY 5 WIRING, ALARM SYSTEMS, ETC NOT SPECIFIED ON PLANS

COORDINATE WITH HVAC CONTRACTOR FOR POWER

HOOK-UP TO NEW AIR CONDITIONING CONDENSING UNITS.

ELECTRICAL LEGEND
CEILING MOUNTED LIGHT FIXTURE
AND/ OR CEILING FAN

WALL MOUNTED LIGHT FIXTURE

W.P (WP= WEATHERPROOF)
DN
PENDANT LIGHT FIXTURE
W.P W.P W.P P
Catherine M. Flores
WP
RECESSED LIGHT FIXTURE Registered Architect
NJ License # 21AI01806800
3
2003 Eva Lane
SURFACE FLUORESCENT FIXTURE South St. Paul, MN 55075
PWDR
ROOM GFCI -DUPLEX WALL RECEPTACLE
GFI

DUPLEX WALL RECEPTACLE

ALTERED SMOKE DETECTOR- DIRECT WIRED

WOOD DECK

3
SD
MUD ROOM

3
BATH CO DETECTOR- DIRECT WIRED
CO

3 EXHAUST FAN -DUCT TO EXTERIOR

3
3 DN W.P W.P
COMBINATION EXHAUST FAN / LIGHT
WH FIXTURE- DUCT TO EXTERIOR

GFI
WP
NEW PESACH

GFI
S SINGLE POLE WALL SWITCH

S 3
THREE WAY WALL SWITCH

GFI
GFI

ALTERED GUEST

OCEAN COUNTY NJ 08701

220 SOUTH LAKE DRIVE
ALTERED BEDROOM
W.P

PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

3

KITCHEN FAMILY ROOM

EXIST LIVING

GFI
ROOM
GFI

SCHINDLER RESIDENCE
EXISTING ELECTRICAL LAYOUT

3
TO LIGHT ABOVE

GFI
DN
EXTENDED
GFI

GARAGE 3

3 PWDR RM
GFI

NEW GUEST
3

BATH

GFI

GFI
3
DN
PWDR RM.

LAKEWOOD TOWNSHIP
UP

LOT: 1
W.P GFI
W.P

EXISTING
MODIFIED
FOYER

BLOCK: 80
DN NEW DINETTE

ALTERED
DINING ROOM
WALK-IN
PANTRY TO LIGHT ABOVE

DN

3 3

W.P
W.P W.P
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

EXISTING
COVERED MODIFIED
ENTRY STUDY

DN

As Per:
REVISION LEGEND
No. Date
FIRST FLOOR ELECTRICAL PLAN
2
1/4" = 1'-0" FIRST FLOOR
ELECTRICAL PLAN

JOB #: 2022-438
DWN: AR
CHK: IF/CF
DATE: 03/23/23
3/23/2023 8:29:33 PM

DRAWING NO.

E-101
 ELECTRICAL NOTES
ELECTRICAL LAYOUT IS SUGGESTED ONLY- CONTRACTOR SHALL
COORDINATE EXACT LAYOUT WITH OWNER PRIOR TO BEGINNING NEW WORK

OCEAN COUNTY NJ 08701

ELECTRICAL CONTRACTOR SHALL COORDINATE W/ OWNER FOR

220 SOUTH LAKE DRIVE

LOCATIONS OF POSSIBLE TELEPHONE JACKS, COAXIAL CABLE OUTLETS,

PROPOSED ADDITION / INTERIOR ALTERATIONS FOR:

CATEGORY 5 WIRING, ALARM SYSTEMS, ETC NOT SPECIFIED ON PLANS

COORDINATE WITH HVAC CONTRACTOR FOR POWER

HOOK-UP TO NEW AIR CONDITIONING CONDENSING UNITS.

SCHINDLER RESIDENCE
ELECTRICAL LEGEND
CEILING MOUNTED LIGHT FIXTURE
AND/ OR CEILING FAN

WALL MOUNTED LIGHT FIXTURE

W.P (WP= WEATHERPROOF)

PENDANT LIGHT FIXTURE

P

RECESSED LIGHT FIXTURE

SURFACE FLUORESCENT FIXTURE

GFCI -DUPLEX WALL RECEPTACLE

GFI

LAKEWOOD TOWNSHIP
DUPLEX WALL RECEPTACLE

LOT: 1
SMOKE DETECTOR- DIRECT WIRED
SD

CO DETECTOR- DIRECT WIRED

CO

EXHAUST FAN -DUCT TO EXTERIOR

BLOCK: 80
COMBINATION EXHAUST FAN / LIGHT
FIXTURE- DUCT TO EXTERIOR

S SINGLE POLE WALL SWITCH

S 3
THREE WAY WALL SWITCH

W.I.C. OPEN TO
BELOW
BEDROOM # 5
MASTER STORAGE
BEDROOM

BEDROOM # 4
SD

Catherine M. Flores,
TO SWITCH BELOW
Registered Architect
NJ License # 21AI01806800

GFI
6152 Jeffrey Ave S
SD
Cottage Drove, MN 55016
3
cell: 732.609.4813
floresarch6@gmail.com

3 SD SD
Project Manager
SD Israel Feldbrand
W.P W.P
cell: 732.552.6691
3 3 GFI
israelfeldbrand@gmail.com
BALCONY

SD SD

GFI
OPEN TO
GFI GFI
BELOW
Dryer W DN

3 3

BEDROOM # 2

REVISION LEGEND
TO SWITCH
BELOW

LAUNDRY SD

TO SWITCH
BELOW
C:\Users\Owner\Desktop\Temp Sidework\Israel-Solomon\Israel\Shindler - 220 South Lake\220 SOUTH LAKE.rvt

GFI

BEDROOM # 3

As Per
No. Date
SECOND FLOOR
SECOND FLOOR ELECTRICAL PLAN ELECTRICAL PLAN
1
1/4" = 1'-0"

JOB #: 2022-
2022 -438
DWN: AR
CHK: IF/CF
DATE :03/23/23
3/23/2023 8:29:34 PM

DRAWING NO.

E-102