HomeMy WebLinkAboutNOI 353 Ocean Street01/14/2024
353 Ocean street
Hyannis, 02601 HYANM325L015
814-883-6348KimberlyHunziker
325/015
kimhunziker8@gmail.com
620 E Curtin st. Bellefonte, PA. 16823
Tullio Pereira
imaginebuildingsolutions@gmail.com
4 ruth street, Harwich, MA. 02645
Tullio Pereira 774-268-6675
Siding, Roofing, Windows, Doors, Trims Inactive back chimney, front grading for proper foundation clearance to complywith code
Farmers porch in the front, and a three season room with deck on top in the back
1846
Detailed Job Explanation for the Exterior Renovation of an 1846 Historic
Home
Nestled in the charm of its original 1846 design, this home carries a rich
history but shows signs of its age. Over time, the elements have taken their
toll, leaving the exterior in desperate need of a complete renovation to
ensure its survival and restore its timeless beauty. The goal is not only to
preserve the integrity of this historic structure but also to enhance its
functionality and curb appeal with thoughtful updates that complement its
classic aesthetic.
Current Condition
Windows and Trims: Many of the windows and their trims have succumbed
to rot, compromising both energy efficiency and structural soundness.
Roof: The roof, well past its life expectancy, is in its final stages, making
replacement a priority to protect the interior and ensure safety.
Siding: Significant damage to the siding, including cracks, warping, and
areas of rot, makes the house vulnerable to moisture infiltration and further
deterioration.
The exterior is not only due for repair—it requires a reimagination to
celebrate the home’s history while incorporating modern materials and
techniques for durability.
Proposed Renovation
1. Complete Exterior Overhaul
We will replace the siding with a material that replicates the original charm
but provides long-lasting durability, such as cedar or composite materials.
Windows, doors and trims will be replaced with high-quality, historically
appropriate designs that ensure longevity and weather resistance. A new
roof will be installed, preserving the classic look while offering a 30-year
warranty for peace of mind.
2. Entrance Porch
A welcoming entrance porch will be constructed, designed to capture the
spirit of the mid-19th century. This charming addition will feature just
enough space for a pair of rocking chairs, allowing the homeowners to
enjoy the timeless tradition of sitting outside, greeting neighbors, and
watching the world go by. Some of the neighborhood’s homes already carry
such a style.
3. Three-Season Room with Deck
To take advantage of the property’s stunning views of the nearby
marshland, we will build a three-season room with large windows to let in
natural light and panoramic views. Above the three-season room, a deck
will be constructed, providing a private space for relaxation, entertaining,
and soaking in the natural beauty of the surroundings.
4. Finishing Touches
The final design will emphasize the historical essence of the home,
ensuring that every detail—from hardware to paint colors—aligns with the
period style. Modern functionality will meet vintage charm, creating a
perfect balance that honors the past while preparing the home for the
future.
Why This Project Matters
This renovation isn’t just about updating an old home—it’s about breathing
life back into a piece of history. By addressing structural concerns and
adding thoughtful touches like the porch and three-season room, we will
create a home that celebrates its 1846 roots while ensuring it stands strong
for generations to come.
The homeowners have a vision for a house that blends history with modern
livability, and this renovation will transform their dream into reality. It’s not
just a remodel; it’s a revival—a chance to preserve the past, embrace the
present, and prepare for a beautiful future in this historic gem.
Materials chosen by Homeowner:
Windows: Black exterior painted windows with same style as current
Trim: PVC trim will be used around entire house
Siding: Vertical cement board, James Hardie, will be the exterior wall
coverage
Roof: it will be black asphalt shingles, matching current style
ALL WORK MUST COMPLY WITH STATE AND LOCAL BUILDING
CODES AND REGULATIONS.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND
PROCEDURES.
THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF
BUILDING CONSTRUCTION AND MUST PROVIDE ADEQUATE
SHORING AND BRACING FOR SAFETY.
THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL
DIMENSIONS AND SITE CONDITIONS. ANY DISCREPANCIES
SHOULD BE PROMPTLY COMMUNICATED TO THE OWNER OR
DESIGNER BEFORE COMMENCING WORK.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND
PROTECT ALL EXISTING UTILITIES FROM DAMAGE.
DETAILS, SECTIONS, NOTES, OR REFERENCES TO OTHER
DRAWINGS ARE INTENDED TO BE TYPICAL.
BEFORE INCORPORATING ANY CHANGES, REVISIONS,
MODIFICATIONS, OR DEVIATIONS FROM THE CONSTRUCTION
DOCUMENTS, THE CONTRACTOR MUST BRING THEM TO THE
ATTENTION OF THE OWNER OR DESIGNER AND OBTAIN
APPROVAL FROM THE BUILDING INSPECTOR BEFORE
PROCEEDING.
SPECIFIC NOTES AND DETAILS ON THE DRAWINGS TAKE
PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
IN THE ABSENCE OF SPECIFIC DETAILS, CONSTRUCTION
SHOULD CONFORM TO SIMILAR WORK ON THE PROJECT.
THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS
BEFORE STARTING CONSTRUCTION.
THE CONTRACTOR MUST PERFORM ALL WORK IN
COMPLIANCE WITH THE FOLLOWING CODES:
A) BUILDING: INTERNATIONAL RESIDENTIAL CODE (IRC) 2015
WITH ALL MASSACHUSETTS AMENDMENTS. ANY REFERENCE
TO THE INTERNATIONAL RESIDENTIAL CODE IN 780 CMR
SHOULD BE CONSIDERED AS A REFERENCE TO 780 CMR 51.00
THROUGH 120.00.
B) ARCHITECTURAL ACCESS: MASSACHUSETTS
ARCHITECTURAL ACCESS BOARD 521-CMR AND THE
AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES (ADAAG) WHERE REQUIRED.
C) MECHANICAL: INTERNATIONAL MECHANICAL CODE (IMC)
2015 WITH MASSACHUSETTS MECHANICAL AMENDMENTS IN
780 CMR.
D) ELECTRICAL: 527 CMR 12.00 (2015) NATIONAL ELECTRICAL
CODE. ANY REFERENCE TO THE INTERNATIONAL ELECTRICAL
CODE IN 780 CMR SHOULD BE CONSIDERED AS A REFERENCE
TO 527 CMR 12.0: MASSACHUSETTS ELECTRICAL CODE
(AMENDMENTS).
E) PLUMBING: 248 CMR MASSACHUSETTS PLUMBING
REGULATIONS. ANY REFERENCE TO THE INTERNATIONAL
PLUMBING CODE IN 780 CMR SHOULD BE CONSIDERED AS A
REFERENCE TO 248 CMR, BOARD OF STATE EXAMINERS OF
PLUMBERS AND GAS FITTERS.
F) FIRE PREVENTION: THIS DESIGN HAVE BEEN DESIGNED IN
COMPLIANCE WITH 780 CMR MASSACHUSETTS CODE, NFPA,
AND INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015
WITH 527 CMR REGULATIONS AND AMENDMENTS. THE 2018
IECC (INTERNATIONAL ENERGY
CONSERVATION CODE) WITH MASSACHUSETTS AMENDMENTS
APPLIES TO ENERGY.
GENERAL NOTES
ALL STRUCTURAL LUMBER AND THEIR CONNECTIONS SHALL
CONFORM TO THE LATEST EDITION OF NFPA NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND
SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION"
AS WELL AS THE AMERICAN FOREST AND PAPER
ASSOCIATION GUIDE TO WOOD CONSTRUCTION IN HIGH
WIND AREAS FOR ONE AND TWO FAMILY DWELLINGS.
1.UNLESS OTHERWISE NOTED ALL SAWN LUMBER
FRAMING MEMBERS, JOIST, RAFTERS, STUDS, LINTELS,
PLATES, SHALL BE SPRUCE-PINEFIR NO.1 OR BETTER, WITH
THE FOLLOWING MINIMUM PROPERTIES:
Fb=1250 PSI,
Fv= 285PSI
E=1,400.00 PSI
2.ALL "MICROLAM" AND "VL" VERSALAM MEMBERS
SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
E =2,000.000 PSI
Fb=2,800 PSI
Fv=285 PSI
3.ALL "TRUS JOIST TJI" MEMBERS SHALL HAVE THE
FOLLOWING MINIMUM PROPERTIES:
Fb=2800 PSI
Fv=280 PSI
E =2,000.000 PSI
4.WOOD SILLS SUPPORTED ON CONCRETE OR
CONCRETE MASONRY UNDER ALL INTERIOR OR EXTERIOR
WALLS, AND ALL MEMBERS EXPOSED TO WEATHER OR
MOISTURE, SHALL BE SOUTHERN PINE NO. 2 OR BETTER,
PRESERVATIVE TREATED IN ACCORDANCE WITH THE
"AMERICAN WOOD PRESERVERS ASSOCIATIONS STANDARD
C1."
5.ALL STRUCTURAL LUMBER SHALL BE STAMPED IN
ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION'S "CONSTRUCTION MANUAL".
6.ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED
UNDER ALL PARTITIONS OVER 4'-0" LONG WHICH RUN
PARALLEL TO THE SPAN OF THE FLOOR.
7.ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED
UNDER BATH TUBS.
8. PROVIDE CONTINUOUS 2X SOLID BLOCKING
MATCHING THE STUD SIZE, BETWEEN STUDS AT STUD MID-
HEIGHT.
9. UNLESS NOTED OTHERWISE, PROVIDE AT MINIMUM
DOUBLE STUDS UNDER ALL HEADERS, OR BUILT UP BEAMS.
ADDED STUDS AND ALL POSTS SHALL CONTINUE FROM THE
POINT OF LOAD APPLICATION TO THE FOUNDATION.
10. ALL POST TO BEAM CONNECTIONS SHALL HAVE
METAL POST BASE AND POST CAP.
11. ALL FLUSH FRAMING CONNECTIONS SHALL HAVE
BEAM OR JOISTS HANGERS CAPABLE TO SUPPORT THE
MEMBER REACTION.
12. ALL METAL CONNECTORS FOR WOOD
CONSTRUCTION, JOISTS AND BEAM HANGERS, POST AND
COLUMN CAPS AND BASES, BRIDGING, HOLDOWNS,
HURRICANE TIES, STRAPPING AND ANY OTHER METAL
CONNECTORS, SHALL BE HOT-DIPPED GALVANIZED AS PER
MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY" OR
EQUAL. ALL METAL CONNECTORS SHALL BE ATTACHED BY
THE GENERAL CONTRACTOR AS PER MANUFACTURERS
SPECIFICATIONS. NAILS SHALL BE FULLY DRIVEN IN ALL
HOLES OF THE HANGERS OR ANCHORS.
13. FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT
OR ALTERED WITHOUT IN FIELD THE APPROVAL OF THE
ENGINEER. REFER TO TYPICAL DETAILS FOR ALLOWED
NOTHING AND HOLES IN 2X WOOD JOISTS.
14. UNLESS OTHERWISE NOTED ON DRAWINGS, ALL
STUD WALLS SHALL BE CAPPED WITH DOUBLE TOP PLATES
WITH OVERLAPPING CORNERS AND INTERSECTIONS. SPLICE
IN TOP PLATES SHALL BE ON TOP OF STUDS AND BE OFFSET
MINIMUM 4 FEET.
15. ALL TOP MOUNTED JOIST SHALL HAVE MINIMUM 3
INCH BEARING.
16. ALL EXTERIOR AND INTERIOR WALL SHEATHING
SHALL BE 15/32 APA RATED SHEATHING. AT EXTERIOR WALLS
USE EXPOSURE 1 PANELS AND USE EXTERIOR GRADE
SHEATHING WHEN LONG CONSTRUCTION DELAYS ARE
EXPECTED. PROVIDE 2X HORIZONTAL BLOCKING AT LEAST
EQUAL THE SIZE OF JOIST, AT ALL UNSUPPORTED PANEL
EDGES. SHEATHING SHALL BE PROPERLY FASTENED TO THE
WALL STUDS, SOLE PLATES, TOP PLATES AND BLOCKING AS
REQUIRED BY CODE, OR SHOWN ON DRAWINGS. PANEL
JOINTS SHALL OCCUR OVER STUDS AND BLOCKING.
17.ALL ROOF SHEATHING SHALL BE 5/8" APA RATED
SHEATHING EXPOSURE 1, EXCEPT USE EXTERIOR GRADE
PANELS WHEN LONG CONSTRUCTION DELAYS ARE
EXPECTED. APPLY PANELS WITH LONG DIMENSIONS
PERPENDICULAR TO THEIR SUPPORT OVER TWO OR MORE
SPANS. UNLESS OTHERWISE SHOWN ON PLANS, SHEATHING
SHALL BE NAILED WITH 8D NAILS @ 6 INCHES ON CENTER AT
EACH SIDE OF EDGE JOINTS, AND 8D NAILS @12 INCHES ON
CENTER AT INTERMEDIATE SUPPORTS.
18.FLOOR SHEATHING SHALL BE 3/4 INCH APA RATED
EXPOSURE 1, TONGUE AND GROOVE PLYWOOD PANELS.
APPLY PANELS WITH THE LONG DIMENSION PERPENDICULAR
TO FLOOR JOISTS, CONTINUOUS OVER TWO OR MORE
SPANS. PANELS SHALL HAVE STAGGERED END JOINTS IN
EACH SUCCEEDING ROW AND SHALL BE GLUED AND NAILED
TO FLOOR JOISTS AS REQUIRED BY CODE AND LEAVING 1/8
INCH SPACE BETWEEN ALL END AND EDGE JOINTS.
WOOD
1.THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH:
·INTERNATIONAL RESIDENTIAL CODE (IRC);
·ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER STRUCTURES; ASCE/SEI 7-10;
·AF&PA-AWC NATIONAL DESIGN SPECIFICATIONS (NDS)
FOR WOOD CONSTRUCTION;
·STEEL CONSTRUCTION MANUAL, AMERICAN INSTITUTE
OF STEEL CONSTRUCTION, INC. AISC 13TH EDITION, 2005.; AND
·APPLICABLE LOCAL REGULATIONS AND ORDINANCES,
AND ALL REFERENCED CODES.
ROOF:
DEAD LOAD: 10.0 PSF
GROUND SNOW LOAD (Pg) = 30.0 PSF
(Pf) = 25.0 PSF
FLOOR:
LIVE LOAD = 40 PSF
DEAD LOAD = 15 PSF
WIND LOAD 140 MHP (CATEGORY II)
WIND EXPOSURE B
LATERAL LOAD RESISTING SYSTEM
ORDINARY MOMENT FRAMES
LIGHT GAGE SHEAR WALLS
RMF = 3.5 / DAF = 3.0
DESIGN CRITERIA
1. THE FOUNDATION HAS BEEN DESIGNED FOR 2,000 PSF A
ALLOWABLE SOIL BEARING CAPACITY.
2. ANY STRUCTURAL FILL OR BACKFILL FOR FOOTINGS, PIERS
AND/OR FOUNDATION WALLS SHALL BE PLACED IN UNIFORM
HORIZONTAL LIFTS HAVING A MAXIMUM LOOSE THICKNESS
OF 9-INCHES AND COMPACTED TO AT LEAST 95% OF
MAXIMUM STANDARD DRY DENSITY IN ACCORDANCE WITH
ASTM D1557, UNLESS OTHERWISE INDICATED OR SPECIFIED.
3. LOOSE, SOFT, WET, FROZEN, OR OTHERWISE UNSUITABLE
SOILS SHOULD EITHER BE RE-COMPACTED OR OVER-
EXCAVATED TO A SUITABLE SUBGRADE, AS APPROVED BY
THE ON-SITE GEOTECHNICAL ENGINEER. NO FOUNDATIONS
SHALL BE PLACED ON TOP OR UNSUITABLE SOILS.
4. VERIFY LOCATIONS AND REQUIREMENTS FOR INSERTS,
SLEEVES, CONDUITS, EMBEDMENT AND PENETRATIONS WITH
RESPECTIVE TRADES BEFORE PLACING CONCRETE.
5. DOWELS FROM FOUNDATIONS INTO PIERS, COLUMNS,
BUTTRESSES OR WALLS SHALL BE THE SAME SIZE AND
NUMBER AS REINFORCEMENT IN PIERS, COLUMNS,
BUTTRESSES OR WALLS ABOVE, EXCEPT AS OTHERWISE
SHOWN.
6. CONTRACTOR SHALL PROVIDE CONTINUOUS DRAINAGE BY
MECHANICAL METHODS TO CONTROL SURFACE AND
UNDERGROUND WATER, AS REQUIRED DURING
CONSTRUCTION.
7. CONTRACTOR SHALL ENSURE THAT GROUND WATER
LEVELS UNDER ADJACENT STRUCTURES AND PROPERTIES
ARE NOT ALTERED.
8. ALL FOUNDATION UNITS (PIERS) SHALL BE CENTERED
SUPPORT MEMBERS, UNLESS OTHERWISE NOTED ON PLANS.
9. ALL BEARING MATERIALS SHALL BE INSPECTED BY THE
GEOTECHNICAL ENGINEER PRIOR EXECUTION AS REQUIRED
BY CODE.
10. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A
MINIMUM OF 4'-0" BELOW FINAL FINISHED GRADE FOR FROST
PROTECTION.
11. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE
BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR
SLABS AT TOP AND BOTTOM ARE IN PLACE.
12. WHERE FOUNDATION WALLS ARE TO HAVE EARTH
PLACED ON EACH SIDE, PLACE FILL SIMULTANEOUSLY SO AS
TO MAINTAIN A COMMON ELEVATION ON EACH SIDE OF THE
WALL.
13. ALL FOOTING EXCAVATIONS ARE TO BE FINISHED BY
HAND.
14. PROTECT IN-PLACE FOUNDATIONS, SLABS AND ADJACENT
STRUCTURES, NEW CONSTRUCTION, STREET UTILITIES
FROM FROST PENETRATION OR DAMAGE FROM
CONSTRUCTION ACTIVITIES UNTIL THE PROJECT IS
COMPLETED.
15. SLAB ON GRADE SHALL BEAR DIRECTLY ON A MIN. 12"
THICK LAYER OF COMPACTED STRUCTURAL FILL, OR 6" THICK
LAYER OF CRUSHED STONE, PLACED ABOVE PROOF-ROLLED
UNDISTURBED NATURAL SOIL. IF BEDROCK IS
ENCOUNTERED, IT SHOULD BE EXCAVATED A MIN. OF 12"
BELOW THE BOTTOM OF PROPOSED FOOTING. LOOSE ROCK
PIECES SHOULD BE REMOVED WITHIN THE FOOTING
BEARING ZONE, AND OPEN BEDROCK JOINTS SHOULD BE
CHOKED WITH CRUSHED STONE OR FILLED WITH CONCRETE
PRIOR TO PLACING THE SOIL CUSHION.
FOUNDATIONS
•
•
1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST
EDITIONS OF THE ACI BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE (ACI 318); DETAILS AND DETAILING
OF CONCRETE REINFORCEMENT (ACI-315); GUIDE TO
CONCRETE FLOOR AND SLAB CONSTRUCTION (ACI-302);
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN
CARBON STEEL BARS FOR CONCRETE REINFORCEMENT
(ASTM A615); AND APPLICABLE LOCAL CODE.
2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, MIXED
AND PLACED UNDER THE SUPERVISION OF AN APPROVED
CONCRETE TESTING AGENCY. CONTRACTOR SHALL ASSUME
FULL RESPONSIBILITY FOR DESIGN OF CONCRETE MIXES
AND FOR MAINTAINING STRENGTH AND PROPER SLUMP
DURING CONSTRUCTION.
3. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH
FINE AND COARSE AGGREGATE, TYPE I OR II PORTLAND
CEMENT AND WITH A MINIMUM 28-DAYS STRENGTH OF 4,000
PSI.
4. ALL CONCRETE EXPOSED TO THE WEATHER OR POSSIBLE
FREEZE/THAW ACTION SHALL CONTAIN AIR-ENTRAINING
ADMIXTURE WITH 6% (±1%) AT POINT OF DELIVERY.
5. CONCRETE MAY CONTAIN A WATER REDUCING,
PLASTICIZING OR ANY APPROVED ADMIXTURE. THE
MAXIMUM WATER-CEMENT RATIO OF ALL CONCRETE SHALL
BE 0.5 (U.N.O.).
6. NO CALCIUM CHLORIDE SHALL BE USED IN ANY
CONCRETE.
7. CONCRETE COVER PROTECTION FOR REINFORCEMENT
SHALL BE AT LEAST:
3" WHEN CAST AGAINST OR PERMANENT
EXPOSED TO EARTH
2" CONCRETE EXPOSED TO WEATHER
8. ALL CONCRETE FOOTINGS AND WALL SECTIONS SHALL BE
PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS.
HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS
THROUGH VERTICAL CONSTRUCTION JOINTS. WIRE BRUSH
AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW
CONCRETE.
9. NO BARS SHALL BE CUT OR OMITTED IN THE FIELD
BECAUSE OF SLEEVES, DUCT OPENINGS OR RECESSES.
BARS MAY BE ADJUSTED WITHOUT CHANGE IN LEVEL.
10. NO CHASES, RECESSES, OPENINGS OR SLEEVES SHALL
BE INSTALLED IN CONCRETE WITHOUT APPROVAL OF THE
DESIGN ENGINEER.
11. KEYS SHALL BE A MINIMUM OF 2"x4" BEVELED SIDES.
12. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE
NOTED.
13. DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH
THE ACI DETAILING MANUAL. ALL FORMWORK SHALL BE
CONSTRUCTED SO CONCRETE MEMBERS AND STRUCTURES
ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION
INDICATED WITHIN TOLERANCE LIMITS OF ACI 117.
14. REINFORCING BAR SHALL CONFORM TO ASTM A615
GRADE 60 UNLESS OTHERWISE INDICATED ON THIS
DRAWINGS.
15. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM
A1064 WITH A MINIMUM ULTIMATE TENSILE STRENGTH OF
10,000-PSI.
16. ALL REINFORCING SPLICES SHALL BE CLASS C TENSION
SPLICES IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE
NOTED.
17. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE
AND SPACING OF MAIN REINFORCING.
18. REINFORCING SHALL BE CONTINUOUS THROUGH ALL
CONSTRUCTION JOINTS. THE CONTRACTOR SHALL LOCATE
CONSTRUCTION JOINTS AT POINTS OF MINIMUN SHEAR.
CAST-IN-PLACE (CIP) CONCRETE
Engineering Design
+1 (978) 870-6327 | info@buildoneeng.com
DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
GENERAL NOTES
A-001
DEC 31 2024 1 OF 8
SHEET LIST
NO.SHEET NAME
1 OF 8 A-001 GENERAL NOTES
2 OF 8 EX-100 EXISTING FIRST FLOOR, ATTIC AND ROOF PLAN VIEWS
3 OF 8 A-100 DEMOLITION PLAN VIEWS
4 OF 8 A-200 PROPOSED FIRST FLOOR AND ATTIC PLAN VIEWS
5 OF 8 A-300 PROPOSED ELEVATION VIEWS
6 OF 8 FO-100 FOUNDATION PLAN VIEW AND TYP. DETAILS
7 OF 8 S-100 FIRST FLOOR AND ATTIC FRAME PLAN VIEWS
8 OF 8 S-200 NOTES AND TYPICAL DETAILS
NOT TO SCALE
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA3' - 1"36' - 0"6' - 0"3' - 0"9' - 2"5' - 0"2' - 0"1' - 6"7' - 6"
25' - 2"
14' - 8"5' - 0"1' - 6"4' - 0"
25' - 2"3' - 1"17' - 7"18' - 5"6' - 0"3' - 0"36' - 0"EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA
6' - 1"36' - 0"9' - 2"5' - 7"1' - 8"1' - 6"7' - 10"
25' - 10"17' - 2"18' - 10"6' - 1"22' - 1"
22' - 1"
11' - 0"11' - 1"36' - 0"11' - 0"10' - 10"4' - 0"
25' - 10"17' - 2"18' - 10"Engineering Design
+1 (978) 870-6327 | info@buildoneeng.com
DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
EXISTING FIRST FLOOR, ATTIC
AND ROOF PLAN VIEWS
EX-100
DEC 31 2024 2 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA3' - 1"36' - 0"6' - 0"3' - 0"9' - 2"5' - 0"2' - 0"1' - 6"7' - 6"
25' - 2"
14' - 8"5' - 0"1' - 6"4' - 0"
25' - 2"3' - 1"17' - 7"18' - 5"6' - 0"3' - 0"36' - 0"EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA
6' - 1"36' - 0"9' - 2"5' - 7"1' - 8"1' - 6"7' - 10"
25' - 10"17' - 2"18' - 10"6' - 1"22' - 1"
Engineering Design
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DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
DEMOLITION PLAN VIEWS
A-100
DEC 31 2024 3 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
21' - 2"
EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA
7' - 10"4' - 0"3"12' - 0"15' - 7"9' - 5"12' - 0"20' - 0"5' - 0"5' - 0"12' - 0"OUTDOOR SHOWER
PROPOSED PATIO
BY OTHERSW1
W1
W1W1W1W1
W1D1D1 EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA
12' - 6"16' - 1"12' - 6"
0' - 3" / 1' - 0"5' - 4"5' - 4"20' - 8"
D2
Engineering Design
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DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
PROPOSED FIRST FLOOR AND
ATTIC PLAN VIEWS
A-200
DEC 31 2024 4 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
NEW DOORS SCHEDULE
Level Mark
SIZE QtyWIDTHHEIGH
FIRST FLOOR D1 3' - 0"6' - 8"2
ATTIC D2 6' - 8"6' - 8"1
NEW WINDOW SCHEDULE
Level Mark
SIZE SILL
HEIGHT Qty.WIDTH HEIGHT
FIRST FLOOR W1 3' - 0"5' - 0"1' - 0"7
NOTE: WINDOWS ARE REQUIRED TO HAVE SAFETY GLASS WHEN THE SILL HEIGHT
IS LESS THAN 18" AND HEAD HEIGHT IS HIGHER THAN 36" FROM THE FLOOR LEVEL.
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
FIRST FLOOR
E.L. 0' - 0"
ATTIC
E.L. 7' - 8"
FIRST FLOOR
E.L. 0' - 0"
ATTIC
E.L. 7' - 8"
FIRST FLOOR
E.L. 0' - 0"
ATTIC
E.L. 7' - 8"
FIRST FLOOR
E.L. 0' - 0"
ATTIC
E.L. 7' - 8"
Engineering Design
+1 (978) 870-6327 | info@buildoneeng.com
DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
PROPOSED ELEVATION VIEWS
A-300
DEC 31 2024 5 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
UP
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
6x6 P.T. POST
PIER FOUNDATION
6x6 P.T. POST
PIER FOUNDATION
- Ø24" BASE
6x6 P.T. POST
PIER FOUNDATION
- Ø24" BASE
6x6 P.T. POST
PIER FOUNDATION
PIER FOUNDATION
6x6 P.T. POSTPIER FOUNDATION6x6 P.T. POST
5' - 9"6' - 1"5"7' - 6"7' - 6"9' - 8"
2' - 10"
2' - 10"6' - 8"
15' - 0"
6x6 P.T. POST
PIER FOUNDATION
6x6 P.T. POST
PIER FOUNDATION
6x6 P.T. POST
PIER FOUNDATION
4' - 10"9"9' - 9"9' - 9"9"4' - 10"EXISTING HOUSE - TO REMAIN
@353 OCEAN STREET
HYANNIS - MA
SIMPSON POST BASE
OR SIMILAR
SIMPSON HANGER
OR SIMILAR
EACH JOIST COLUMN
SIMPSON
POST CAP
OR SIMILAR
BEAM
FLOOR
SHEATHING
FINISHED
GRADE
FOUNDATION SOIL
TUBEBASE
CONCRETE FORM
OR SIMILAR AS REQ'D
12" ∅ SONOTUBE
CONCRETE FORM
OR SIMILAR
JOIST
MIN. EMBEDMENT4'-0"FLOOR
SHEATHING
SIMPSIN HANGER
OR SIMILAR
EACH JOIST
BEAM
SIMPSON
POST CAP
OR SIMILAR
FINISHED
GRADE
12" ∅ SONOTUBE
CONCRETE FORM
OR SIMILAR
COLUMN
SIMPSON POST BASE
OR SIMILARAS REQ'D9'-0" MAX.FOUNDATION SOIL4' - 0"MIN. EMBEDMENTJOIST
FOUNDATION SOIL
WOOD BEAM
WOOD COLUMN
SIMPSON CBS POST
BASE OR SIMILAR
CONCRETE
3" MIN.
SIMPSON CC POST CAP
OR SIMILAR
WOOD COLUMN
Engineering Design
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DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
FOUNDATION PLAN VIEW AND
TYP. DETAILS
FO-100
DEC 31 2024 6 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 12" = 1'-0"
SCALE: 12" = 1'-0"
SCALE: 12" = 1'-0"
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
EXISTING FLOOR - TO REMAIN
15' - 5"9' - 6"7' - 9"4' - 0"3"3"4' - 0"7' - 9"12' - 0"7"20' - 0"7"
10' - 0"10' - 0"
7' - 9"7' - 9"11' - 11"FLOOR JOIST @16" O.C.
2x10 P.T. LUMBER
DECK JOIST @16" O.C.2x6 P.T. LUMBERDECK JOIST @16" O.C.2x6 P.T. LUMBERDECK JOIST @16" O.C.
2x6 P.T. LUMBER
(3x) 2x10 P.T. LUMBER BEAM
(3x) 2x6 P.T. LUMBER BEAM
(2x) 2x6 P.T. LUMBER BEAM(2x) 2x6 P.T. LUMBER BEAM3' - 0"15' - 5"3' - 0"
6x6 P.T. POST6x6 P.T. POST6x6 P.T. POST7' - 9"7' - 9"
15' - 5"11' - 11"ROOF DECK JOIST @16" O.C.
2x10 P.T. LUMBER
(3x) 2x10 P.T. LUMBER BEAM
ROOF RAFTER @16" O.C.
2x6 SPF No.1/No.2
10' - 4"10' - 4"
20' - 8"5' - 4"(3x) 2x6 SPF No.1/No2 BEAM (3x) 2x6 SPF No.1/No2 BEAM
EXISTING FLOOR - TO REMAIN
11' - 11"Engineering Design
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DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
FIRST FLOOR AND ATTIC FRAME
PLAN VIEWS
S-100
DEC 31 2024 7 OF 8
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
HEADER SCHEDULE AT INTERIOR BEARING WALLSHEADER SCHEDULE AT INTERIOR BEARING WALLS
SPAN
SUPPORTING ROOF SUPPORTING ROOF + 1 FLOOR
HEADER JACK JAMB HEADER JACK JAMB
0'-0" TO 3'-0"3-2x8 1-2x6 1-2x6 5 1/4" x 7 1/4" LVL 1-2x6 1-2x6
3'-0" TO 6'-0"5 1/4" x 7 1/4" LVL 1-2x6 1-2x6 5 1/4" x 9 1/2" LVL 4x6 1-2x6
HEADER SCHEDULE AT EXTERIOR BEARING WALLSHEADER SCHEDULE AT EXTERIOR BEARING WALLS
SPAN
SUPPORTING ROOF SUPPORTING ROOF + 1 FLOOR
HEADER JACK JAMB HEADER JACK JAMB
0'-0" TO 3'-0"3-2X8 1-2x6 1-2x6 3-2x8 2-2x6 1-2x6
3'-0" TO 6'-0"3-2x10 2-2x6 1-2x6 3-2x12 OR
3-1 1/4"x5 1/2" LVL 2-2x6 2-2x6
6'-0" TO 8'-0"3 -13/4" x 7 1/4"
LVL 2-2x6 1-2x6 3 1/2" x 7 1/4" LVL 2-2x6 1-2x6
8'-0" TO 10'-0"3-1 3/4" x 9 1/2"
LVL 2-2x6 1-2x6 3-1 3/4" x 9 1/2"
LVL 2-2x6 2-2x6
NOTE:
HEADER SIZES SHOWN AT FLOOR LEVELS ASSUME OPENING ABOVE IS ALIGNED OVER AND EQUAL TO OR LARGER THAN
THE OPENING IN QUESTION, OTHERWISE THE SIZES MUST BE INCREASED.
THE DRAWING REPRESENT CONSTRUCTION IN SCALE BUT DO
NOT "SCALE" DRAWINGS TO OBTAIN MISSING INFORMATION
OR TO INTERPRET ANY INFORMATION NOT SPECIFICALLY
DIMENSIONED FOR EXACT DETAILING, FABRICATION OR
CONSTRUCTION PURPOSES. CONTACT THE DESIGN
ENGINEER FOR ANY REQUIRED MISSING DIMENSIONS.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE
BUILDING DEPARTMENT PRIOR TO THE START OF WORK.
THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS
IN THE FIELD PRIOR TO COMMENCING WORK. VERIFY AND
CONFIRM ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF
EXISTING BUILDINGS AND OTHER STRUCTURES PRIOR
COMMENCING THE WORK. DISCREPANCIES SHALL BE
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY, BEFORE
PROCEEDING.
THE CONTRACTOR ARE RESPONSIBLE FOR ACCURATE
COORDINATION OF ALL RELATED PROJECT DRAWINGS,
INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, CIVIL AND UTILITIES DRAWINGS. THE
CONTRACTOR SHALL VERIFY ALL DETAILS, DIMENSIONS AND
SYSTEMS PRIOR WORK OR ORDERING ANY ITEM AND
COORDINATE WITH THE ARCHITECT OR THE RELATED
ENGINEER. DO NOT COMMENCE WORK UNTIL CONDITION IS
RESOLVED AND MODIFICATION IF NEEDED IS APPROVED.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES THAT
MAY EXIST PRIOR TO COMMENCING THE WORK.
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY
SHORING AND BRACING REQUIRED FOR PLUMPNESS,
STRUCTURAL STABILITY AND SAFETY WHENEVER REQUIRED
TO SUPPORT LOADS AS MAY BE IMPOSED UPON THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR
THE SAFETY OF ADJACENT STRUCTURES, PROPERTY, HIS
WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE
CONSTRUCTION OF THIS PROJECT.
THESE DRAWINGS ARE INTENDED TO BE USED ONLY BY
EXPERIENCED CONTRACTOR WITH KNOWLEDGE ON THIS
TYPE OF WORK. CONTRACTOR SHALL UNDERSTAND THE
COMPLEXITIES OF THE PROJECT AND THE CONSTRUCTION
SEQUENCE . THE CONTRACTOR ASSUMES TOTAL
RESPONSIBILITY FOR ANY CONSEQUENCE OF THAT ACTION.
KEY NOTES
NOTE:
SOME FEATURES ARE NOT SHOWN FOR CLARITY.
SEE ALL PROJECT PLANS, SECTIONS AND DETAILS FOR
COMPLETE UNDERSTANDING. CONTACT ENGINEER FOR
CLARIFICATIONS IF NECESSARY.
2x6 STUD WALL
2x6 PLATE
½" PL WOOD
SPACERS
2x6 PLATE
PLYWOOD SHEATHING
REFER TO HEADER
SCHEDULE FOR SIZE
HEADERCRIPPLE STUDS
DOUBLE 2x
TOP PLATE
2x BLOCKING AT
PLYWOOD EDGES
TYPICAL WALL
STUDS
JAMB
STUDS
P.T. 1-2x
SOLE PLATE
JACK
STUDS
HANGER
WOOD JOIST
SISTER JOIST
(FULL LENGTH)
HANGERHEADERSHEATHINGSHEATHINGHEADER DETAIL
FRAMING AROUND OPENINGSWOOD FRAMING FOR DOOR OPENINGS
NOTES:
1.CONNECT SISTER TO ADJOINING JOIST
WITH 2-ROWS OF 16d RING-SHANK NAILS
AT 16" ON CENTER, FULL LENGTH.
2.CONNECT ENDS OF SISTER JOISTS TO
SUPPORT TO MATCH ADJOINING JOISTS.
3.HEADER DEPTH AND NUMBER SHALL
MATCH ADJOINING FRAMING.
NOTES:
1.REFER TO HEADER SCHEDULE FOR
HEADER, JACK AND JAMB SIZES.
2.REFER TO ARCHITECTURE DRAWINGS
FOR SIZE AND LOCATION OF OPENINGS.
3.FOR ANCHOR BOLT SIZE AND SPACING
REFER TO NOTES AND SECTIONS.
1.FOR HEADER, JACK AND JAMB SIZE AND
NUMBER REFER TO HEADER SCHEDULE.
NOTES:
11/8" TJ®/ RIM BOARD OR 11/4" R 1 1/2"
TIMBERSTRAND®/ LSL OR BLOCKING
FOR LATERAL SUPPORT
STRAP PER CODE IF TOP
PLATE IS NOT
CONTINUOUS OVER
COLUMN
COLUMN
BEARING AT WALLBEARING FOR DOOR
OR WINDOW HEADER
BEARING AT
CONCRETE WALL
STRAP PER CODE IF
TOP PLATE IS NOT
CONTINUOUS OVER
HEADER
PROTECT
UNTREATED
WOOD FROM
DIRECT CONTACT
WITH CONCRETE
CONTINUOUS FLASHING
FLOOR SHEATHING
SIMPSON HANGER
OR SIMILAR
EACH JOIST
LEDGER BOARD
EXISTING
FOUNDATION WALL
BUILDING
JOIST
DECK
JOIST
SIMPSON
TENSION TIE
OR SIMILAR
SIMPSON TENSION TIE
OR SIMILAR
SIMPSON HANGER
OR SIMILAR
EACH JOIST
6'-0"
MIN.
SIMPSON TENSION TIE
OR SIMILAR
2"-0"
MIN.
SIMPSON HANGER
OR SIMILAR
EACH JOIST
SIMPSON
TENSION TIE
OR SIMILAR
DECK
JOIST
BUILDING
JOIST
1/2"∅ HDG
THREADED ROD
WITH NUTS AND
WASHERS
1/2"∅ HDG
THREADED ROD
WITH NUTS AND
WASHERS
BUILDING
JOIST
DECK
JOIST
TYPE 1 - R311.7.8.5 (1)
PERIMETER: 4" - 6 ¼"2 ¼" max.NONCIRCULAR CIRCULAR
TYPE 2 - R311.7.8.5 (2)
PERIMETER: > 6 ¼"
1 ¼" - 2 ¾"¾" max.⅞" max.5/16" min.1 ¾" min.⅜" min.RECESSED1 ¾" min.1 ½" min.1 ¾" min.2x BLOCKING
1 ½" min.
1 ½" min. 34" 38"TO STAIR NOSINGCORROSION-RESISTANT HANDRAIL HARDWARE
MOUNTED TO WALLMOUNTED TO POST
1 ¼" - 2"
2x4 TOP AND BOTTOM
½" Ø THROUGH-BOLTS
AND WASHERS2x2 BALUSTER
OPENING SHALL NOT PERMIT
THE PASSAGE OF A 4" Ø SPHERE
FRONT VIEW
1/2" Ø
THROUGH-BOLTS
AND WASHERS36" MINIMUM4x4 POST
(DO NOT NOTCH)
6FT MAXIMUM SPACING
GUARD POST36" MINIMUMOUTSIDE-JOIST
SIDE VIEW
½" Ø
THROUGH-BOLTS
AND WASHERS
OPENING SHALL NOT PERMIT
THE PASSAGE OF A 6" Ø SPHERE 34" - 38"FROM STEP NOSING6FT MAXIMUM SPACING
9" MIN.4" TO 8 1/4"½ ∅
THROUGH-BOLTS
AND WASHER
METAL DRIP EDGE
P.T. POST
DECK BOARD: TREX
TRANSCEND LINEAGE, COLOR:
CARMEL
2X4 SLEEPER ON EPDM STRIPS
EPDM ROOFING MEMBRANE
SPLOPED ¼" TO ⅛"PER
FOOT
ROOF
UNDERLAYMENT
¾ PLYWOODROOF DECK JOIST
Engineering Design
+1 (978) 870-6327 | info@buildoneeng.com
DRAWN BY CHECKED BY
DATE
SHEET
SHEET Nº
No.REVISION DATE
FHFS
PROJECT NAME:
DRAWING TITLE:
353 Ocean Street
HYANNIS - MA
PERMIT SET
NOTES AND TYPICAL DETAILS
S-200
DEC 31 2024 8 OF 8
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
SCALE: 12" = 1'-0"
SCALE: 12" = 1'-0"
SCALE: 12" = 1'-0"
SCALE: 12" = 1'-0"
50 ACADEMY DRIVE
BUZZARDS BAY, MA 02532
32501300A
BRENDLI, PHILIP & KAREN A TRS
PHILIP & KAREN A BRENDLI REV TRS
Property ID:
37 MINGO STREET
MILTON, MA 02186
32501300B
ARMSTRONG, KATHLEEN E TR
KATHLEEN E ARMSTRONG REVOCABLE
Property ID:
HYANNIS, MA 02601
32501300C
KUPFER, JAMES S & JENNIFER M
381 OCEAN STREET UNIT 3
Property ID:
35 HARVESTWOOD DRIVE
WEST BRIDGEWATER, MA 02379
32501300D
SYLVESTER, GEORGE M & BARBARA L TRS
G&B SYLVESTER FAMILY TRUST 2024
Property ID:
381 OCEAN STREET - UNIT 5
HYANNIS, MA 02601
32501300E
SACHS, MARILYN E TR
MARILYN E SACHS 2002 FAMILY TRUST
Property ID:
NORFOLK, MA 02056
32501300F
DELUGA, RONALD J & CELIA R
4 SPARROW ROAD
Property ID:
253 SCHOOL STREET
WHITMAN, MA 02382
32501300G
RODICK SEELE, DEBORAH A & SEELE,
SEELE FAMILY TRUST
Property ID:
HANOVER, MA 02339
32501300H
SANDS, CARLTON C JR & CHRISTINE A
11 FOLLY HILL LANE
Property ID:
NEEDHAM, MA 02492-2045
32501300I
NOLAN, BRUCE P TRS & NOLAN, MAUREEN
172 JARVIS CIRCLE
Property ID:
HYANNIS, MA 02601
325014
DUFOUR, LLOYD
361 OCEAN STREET
Property ID:
BELLEFONTE, PA 16823
325015
HUNZIKER, KIMBERLY A
620 E CURTIN STREET
Property ID:
SOUTH GRAFTON, MA 01560
325016
EVEREST 599 RASHBUN ST LLC
66 ASPEN AVE
Property ID:
1645 NEWTOWN ROAD
COTUIT, MA 02635
325017
CENTERVILLE LLC
337 OCEAN ST NOM TRUST
Property ID:
10 SHADY LANE
WALPOLE, MA 02081
325018
DONOVAN, JACQUELINE & MATTHEW TRS
JM DONOVAN FAM REV TRUST
Property ID:
DORCHESTER, MA 02125
325019
GEORGE, MARY F ET AL
15 MARYLAND STREET #3
Property ID:
287 OCEAN ST A1
HYANNIS, MA 02601
325032A01
ZABLUDOFF, SIDNEY J & OLGA PORITZ TRS
SIDNEY J ZABLUDOFF REVOC TRUST
Property ID:
HYANNIS, MA 02601
325032B01
CONNELLY, PHYLLIS C
287 OCEAN STREET UNIT B-1
Property ID:
140 CHASE STREET
HYANNIS, MA 02601
325032B02
JULIUS, JOHN D & RICHARDS, PATRICIA L TR
JOHN D JULIUS LIVING TRUST
Property ID:
HYANNIS, MA 02601
325032B03
VENDITTELLI, DARLENE BARBARA
287 OCEAN STREET UNIT B3
Property ID:
287 OCEAN STREET UNIT# B4
HYANNIS, MA 02601
325032B04
FERIOLI, RONALD J & MARTHA A &KRIS A TRS
FERIOLI FAMILY INVESTMENT TRUST
Property ID:
HYANNIS, MA 02601
325032C01
JOHNSON, ELAINE
287 OCEAN STREET UNIT C1
Property ID:
ALBUQUERQUE, NM 87111
325032C02
VAIL, BRIDGET A
5001 CALLE DE CARINO NE
Property ID:
287 OCEAN STREET
UNIT 3C
325032C03
KILLEEN, DONNA M TR
DONNA M KILLEEN 2012 REV TRUST
HYANNIS, MA 02601
Property ID:
MARLBOROUGH, MA 01752
325032C04
STURGES, JEFFREY R & KAREN M
64 VEGA RD
Property ID:
TEQUESTA, FL 33469
325032D01
READY, THOMAS F
100 BEACH ROAD UNIT 1003
Property ID:
HYANNIS, MA 02601
325032D02
FRENCH, JANA
287 OCEAN STREET UNIT D2
Property ID:
287 OCEAN STREET D3
HYANNIS, MA 02601
325032D03
TROVATO, BRENDA M & MICHAEL TRS
TROVATO FAMILY TRUST
Property ID:
HYANNIS, MA 02601
325053001
HYANNIS YACHT CLUB INC
490 OCEAN STREET
Property ID:
HYANNIS, MA 02601
325053002
HYANNIS YACHT CLUB, INC
490 OCEAN STREET
Property ID:
HYANNIS, MA 02601
325054
HYANNIS YACHT CLUB
490 OCEAN STREET
Property ID:
HYANNIS, MA 02601
325055
CONSTANCE S BEARSE REALTY TRUST
353 OCEAN STREET
Property ID:
HYANNIS, MA 02601
325056
DINIAK, VICTOR
360 OCEAN ST
Property ID:
CHARLESTOWN, MA 02129
325057
FISHER, ERIC & ELIZABETH CORRIDAN
223 MAIN STREET UNIT 2
Property ID:
LONGMEADOW, MA 01106
325058
SANTANIELLO, JANICE
1036 WILLIAMS ST
Property ID:
SOUTH EASTON, MA 02375
325059
GRIFFITHS, ROBERT F
9 MICHAEL DR
Property ID:
HYANNIS, MA 02601
325060
KELLEY, ROBERT W
63 RIPPLE COVE RD
Property ID:
NORTH HAVEN, CT 06473
325134
TESTO, CYNTHIA
134 SHAWMUT AVENUE
Property ID:
221 SCHOOL STREET
SOMERVILLE, MA 02145
325135001
MINICHIELLO, PIETRO & IMMACOLATA TRS
HARBOR BLUFF FAMILY TRUST
Property ID:
HYANNIS, MA 02601
325135002
BEATTY, JAMES B & JO ANNE
15 IYANOUGH RD
Property ID:
BOSTON, MA 02116
325138
HERLIHY, ELIZABETH
75 MONTGOMERY ST., #2
Property ID:
230 SOUTH STREET
HYANNIS, MA 02601
325162
BARNSTABLE, TOWN OF (CON)
CONSERVATION COMMISSION
Property ID:
10 SHADY LANE
WALPOLE, MA 02081
325182
DONOVAN, JACQUELINE & MATTHEW TRS
JM DONOVAN FAM REV TRUST
Property ID: