HomeMy WebLinkAbout51252-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51252 Date: 10/08/2024
Permission is hereby granted to:
David Commander
1750 Laurelwood Dr
Laurel, NY 11948
To:
construct additions and alterations and to legalize "as built alterations" to existing single-
family dwelling as applied for.Additional certification may be required.
Premises Located at:
1750 Laurelwood Dr, Laurel, NY 11948
SCTM# 127.-5-3
Pursuant to application dated 08/14/2024 and approved by the Building Inspector.
To expire on 10/09/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $430.00
As Built Alteration $99.00
CO-RESIDENTIAL $100.00
Total $629.00
Building Inspector __-
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
k� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
ww outho)dtownii .
Telephone (631) 765-1802 Fax (631) 765-9502 htts://w� >o
Date Received
APPLICATION FOR BUILDING PERMIT
D [ECE2 WE
For Office Use Only
PERMIT NO. O Building Inspector„ I '
Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TONVIN -) O'
01
Owner's Authorization form(Page 2)shall be completed. g
Date: 5
OWNER(SJ OF ROPERTY:
-Name: SCTM #1000-
Project Address: 17�0 L
!�
Phone#: Email:
Mailing Address: 176� L.4,v, Q,Y.
42
CONTACT PERSON:
Name: ICd 14 FA , tAPT—)
Mailing Add esstd 7i2 (fit Iv 1 t I3
Phone#: �?�(— �2?� o �" Email: � e �+ L,
DESIGN PROFESSIONAL INFORMATION:
Name: Vi C4
Mailing 4dress: 0 d. =54 Ve I502 IN-1
Phone#: � Email: MA�'� TE�i' �• , "l �23
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROP SED CONSTRUCTION
❑New Structure Addition PrAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ •
Lill
he lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:StAef�.&*4_
Mr�
Zone or use district in which premises is situ ted, Are there any covena2001F
restrictions with respect to
this property? Dyes YES, PROVIDE A COPY.
Check Box After Reading:' The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
ns for the construction of buildings,
Ordinances or Regulations, B,
and other applicable Laws O d ew York aB
f th Town of Southold Suffolk
,County,N ,
Ordinance o e ,
in � , ty
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.:
Application Submitted By(print name): Authorized Agent El Owner
Signature of A licant., Date:.
g pp i � 4
STATE OF NEW YORK)
SS:
COUNTY OF 5 IL t1`
II &k10 l`# • H/VT1 114. being duly sworn, deposes and says that(s)he is the applicant
(Name of dividu signing contract) above named,
(S)he is the -T—.
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
�- day of , 20 _ ZZ/__
Notary Public
RICHARD S. FERNAN
vOTATRY PUBLIC-STATE OF NEW YORK
PROPER'ry OWNERI W ( N No, 0 FE462416s
O"uoCtiir^,l to Suffolk County
(Where the applicant is not the owner
,„)+ Cerrrtirnlsslor Expires April 30, V
I, 14,j residing at
r 1114,
do hereby authorize a to apply on
my behalf to the Town o 'outhold Building Department for approval as described herein.
Wner's Signature Date
,CLl ZCt�e_ mi1r) ncleir
Print Owner's Name
2
2.,
Scott A. Russel r7� ��T
SUPERVISOR I�gA�N A�G]EM1E N]F
'
SOUTHOLD TOWN HALL-P.O.Box 1179 p� � Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
_. ..... m E CIPLETED BY THE APPLICANT
( APPLICANT INFORMATION TO B
�( ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
—
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
( 51 ILo J-Z 4
..
Date:
NAME
Contact Information: y44
in�' .... ..
IL-Nlad R I eleph m nne Nu bed —'
Pro ert Address / Location of Construction Site:
S.C.T.M. 10w00.District
_.....—._._. ..
A �----- �--�--- Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- Area of Disturbance Is less than I Acre, No S P,D E S. Permit is e ' tmed
Project does Not Discharge to Waters of the State. N S.P D.E.S P rn is Re mred
Area of Disturbance is Greater than I Acre & Storm-,\ater Runoff Discharges Directly
❑ to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S Permit
DIRECTLY From N,Y,S. D.E.C. Prior to Issuance of a Building Permit,
lrca of Disturbance is Greater than I Acre & Storm-\,�ater Runoff Flows Through Southold
Towns iviS4 SyslemhitoouWlaihe Southold the
�State
Town En�ineef New lrkn De,ar THE tPPi APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit t
Prior to Issuance of a Building Permit,
Date: .
Rey iev\ed By,
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GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES- MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES-
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL 1UILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/4" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLA5-FIR 3*2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-575 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301,5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF %" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED.
2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOODSHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3. I D SHEATHING BUILDING DEPARTMENT NOTES :
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY,
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM R15E - 794"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e, ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/ NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AF*AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION
- �Y"MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY," CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/I6"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTE5=
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (GDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST O �{
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES= AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND .THE 501L OR CONCRETE
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD r
MANUAL FOR ONE AND TWO
REQUIREMENTS HAVING JURISDICTION" ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET - FAMILY DWELLINGS r
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND u
WHERE POSSIBLE, VERTICAL SURFACES.
GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL
5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS,
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE, ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R3I2 AND R301.5 DESIGN CRITERIA:
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. fT,
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLE55 NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w
SPECIFICATIONS. LIVE TOAD 40 PSF: Ur
2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
G. PROVIDE SOLID BLOCKING OR IX3 GROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: �.,
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED 4, PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER I5 LESS. ROOF SNOW LOAD 25 PSF: W
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM" OTHERWISE. WIND LOAD 13O MPH
7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.C. VERTICALLY UNLE55 5, PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR x
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS.
OTHERWISE NOTED. SMOKE ALARM NOTES= ~ W U
WORK. SQUARE FOOTAGES: Q CONCENTRATED LOADS AS REQUIRED. m t H
8. THE CONTRACTOR SHALL MATCH GENERAL WALL BOARD NOTES=ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 1, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS:
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a. ONE IN EACH SLEEPING ROOM, h��.I.-.�1
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. i, PROVIDE " GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. EXIST G. FIRST FLOOR 1,477 S.F.
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING NEW FIRST FLOOR 36O S.F. 00
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL
00
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. N
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE TOTAL FIRST FLOOR 1,837 S.F. x
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE, 00
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE °/a" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL _ C M
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS V Q�
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: C �
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS
3. PROVIDE ONE LAYER OF APPROVED 5/5" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLE55 NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT M
NOTED OTHERWISE. ZONE - R-8O /� 'DPRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE Fil
11. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING" THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R6023(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/5" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF E AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES"
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. " 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
5. PROVIDE ONE LAYER OF 5/8 APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS THE 202E RESIDENTIAL CODE OF NEW YORK STATE AND THE
12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
DRAWINGS AND SPECIFICATION. THE ARCHITECT IS NOT RESPONSIBLE FOR THE
BASEMENTS.
ACTS OF ERROR OR OMISSION 13Y THE CONTRACTOR OR ANY OF THE
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY
YEAR MATERIAL, 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS rT1
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE W
13. ALL DECK JOISTS SHALL BE AGO AT IV' O.C. AS PER PLAN, GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS w
GENERAL EXCAVATION * SACK FILLING NOTES, 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH s:30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 5/ HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHINGFRAME AND OPENING PROTECTIVE, ALL OPENING PROTECTIVE SHALL BE OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
"- 7 EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING W 1
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BET SHEET A 1 GENERAL NOTES
THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE.
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. O
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES- SHEET A2 FOUNDATION PLAN
CAPACITY OF TWO TONS PER SQUARE FOOT, IT 15 THE SOLE RESPONSIBILITY OF p, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN, GRADE 'D' BUILDING PAPER
ENERGY NOTES=
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS
3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN.
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3 FIRST FLOOR PLAN
16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF O
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START VENTILATION SHALL BE THROUGH WINDOWS DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN rTl
o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. .
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LE55 THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x(o APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A4 ELEVATIONS �..{
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT Ib" O.C. WITH GATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND SHEET A5 SECTIONS b. EXTERIOR WALLS- NOTCHING AND BORING. I...
SHALL NOT PROCEED W1TH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT. SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. ►r�r 1�
THE MIDDLE I/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER I/3 OF THE RES CHECK REPORT OF THESE DRAWINGS.OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH" SHEET A6 CODE PAGE
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND B. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE W
GENERAL GLAZING NOTES=
REQUIRED HEIGHT. SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS z
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 150 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL ^u
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
PREVENT DAMAGE TO THE WAL.L. NO BACK FILL SHALL BE PERMITTED WITHIN A III" NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF ASTM E Iggb AND OF ASTM E 1886 AND R30I.2.1.2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE NEW YORK STATE PROFESSIONAL ENGINEER.
THE 202E RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED O �
OTHERWISE. BY EXCEPTION TO R301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF H15 KNOWLEDGE, BELIEF
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET ~� w
d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL
MINIMUM OF 3'-0" BELOW FINISHED GRADE, THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2015
e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE.
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
THE 202E RESIDENTIAL CODE OF NEW YORK STATE
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES.
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON 51TE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE * RESCUE NOTES= �1
GENERAL SWIMMING POOL, HOT TUB SPA BARRIER NOTES,
BOTH SIDES OF THE HEADER. O
I
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES= In. LINTELS SHALL NOT BE LE55 THAN: BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER ' \
I. THREE 2xIO'5 FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED V
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE
II. THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 202E RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING .AND FOUNDATION WALL DESIGN. CONSULT WITH E, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT V-8" ABOVE THE 2. THE CODE REQUIRES.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,00E POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO:
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS. b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET
B. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS 1. (1)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", ��ED ARCy�
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-71' d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" �p M. q
SECTION. THE FOOTING SHALL, BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL.
PLANS WITH 2:5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR !,
WALL CRO55 SECTION. 1. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. w
TO WALL WITH y2"0 DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL A. 1�t�
A. (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
5. %*0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM
m, PROVIDE GIRDER PER PLAN ON 31z"m DIAMETER STEEL COLUMN ON POURED HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE O41aro
OF 33" O.G., 12" FROM EACH E30ARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE" lSr rNyy.
2020 RESIDENTIAL CODE OF NEW YORK STATE. G
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
i
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-R-WALL OR EQUAL.
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY.
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 P51 AT :?8-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO I 10/4/24 REVISED
THE MIX EXCEPT WARM WATER. ALL CONCRETE C-HALL BE AIR ENTRAINED. TOTAL
Noj Date Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
R l"f M
I1, ALL CONCRETE WORK SHALL 13E IN ACCORDANCE WITH THE LATEST AGI �
318 AND ASTM CI157 REQUIREMENTS. ® > r:;.� ^y`�.t L3` V J I Date:
t ,...
6115124
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL
CONFORMING TO THE LATEST ASTM A-615 GRADE 60. Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK vT "T"rr
STATE LICENSED ENGINEER. - s;-.•r{?';, `
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) Al
HORIZONTAL. [�
W r�
w Q OF 6 SHEETS
o �
M O
7'-O" 24'-Sy2° 23'-2Y2 n 23'-1 ly211
NEW ADDITION NEW ADDITION U
I I'-2211 12'-O"
rA
wx
Q � o
NO
: : } :•, x 00
SILL PLATE NOTE= NEW STEPS TO GRADE ABOVE
/I :r.- - - - - - - -
PROVIDE (2)-2 X 6 -� kn
� N
ACO PLATE OVER
SILL SEAL OVER A I 2"xi0" F.J. m
TERMITE SHIELD BOLT �o cm 16" O.G.
W
TO FOUNDATION ALL
W/ 5/8" DIAMETER t
GALVANIZED ANCHOR O I I I NEW
4t 71^1 TW s 2' q" O.G. 1 I I CRAWL SPACE I I s
O [BOLTS AT O I I �,
EACH CORNER (TYP) _ I 4" P.C. SALB W/Gx6
OI I 101(0 W.W.M., OVER
VAPOR BARRIER
NEW STEPS TO GRADE ABOVE I I '..
NOTE= L1—
— — — — — — — W
FOUNDATION WALL NOTE- BEAM POCKET
—to J
10" THICK X 3'-3" HIGH —
POURED CONCRETE — — � . , w ,.... . ) -I9/„"x�l%2" L GIRD R
. .
FOUNDATION WALL (MIN. - -
3,OOC1 P.S.I.) ON 16" X W (2) 1
�r - - - IL
POURED I I W
POURED CONCRETE O MTI
FOOTING W/(3) :*5 I ��I I 21'-1 y2" p U I u4 REBAR-IS" LONG. TOP 4 BOTTOM
REBARS ON I I :s4 REBAR-15" LONG. TOP 4t BOTTOM 8 - O
DRILL FND. _ DRILL INTO EX. FND. 6 EPDXY
COMPACTED( SAND I TO SET MIN.TOFEX.6" INTO FND.OWALL (TYP.) I :':; I m "s I SET MIN. OF G" INTO FND. WALL (TYP.) ^/
—I — — —I —
G5% F2ELATIV DENSITY — _ ___ ------------------------
- - - — O
NOTE: I f r co I 2"xl0" NAILER-SECURE
_ 3'_6n V1
O I W/ Y2"(Px3"LAG SCREWS
FOUNDATION I I
O.C. Up
INSULATION NOTE, ACCESS
PROVIDE R-10 RIGID ::. 2"xlO" F.J. O
INSULATED DRAINAGE I I @ 16" O.C.
BOARD AROUND THE
PERIMETER OF THE IL
FOUNDATION FROM I I M 0 )_ >
M--1
FOOTING TO SILL
IL
PLATE. B I I II I � W z a z z
5 I I In Q x > U1 In ^
x I
NOTE: z I ( Ill w n
BASEMENT SLAB NOTE,
4" POURED CONCRETE Q I ; I to I ��
SLAB W/ 6 X 6 10/10
WOVEN WIRE MESH OVER Q NEW I i
RIGID INSULATION CN (4 I `;+ I I E X I S T I N G G I R D E R ( V E R I F Y ) - -
UNDISTURBED SOIL OR 3 CRAWL _ _
ROELA'TIVEEDENS D TO �15% w I I SPACE
-PROVIDE Y2" PREMOLDED Z I I I O
4" P.G. SALB
EXPANSION SION JOINT I M+, I V.1/6x6 tOdo W.W. --�
BETWEEN SLAB 4
FOUNDATION k4ALL. MOVER VAPOR I 2"xlO" NAILER-SECURE fwJl
BARRIER I 1.4/ %2"mx3"LAG SCREWS
Iro" O.G.
EXISTING BASEMENT
NOTE:
w
DOUBLE UP FLOOR JOISTS
UNDER ALL WALLS THAT -4" VERIFY ALL l
ARE PARALLEL TO JOIST
CONDITIONS
h••'-1 O
OR LESS. �
PROVIDE CROSS OR SOLID I L — (0 I L ' \
SRIDf�ING P W-0" O.G. MAX. — — V
u1 IL
L — — — — — - Z
n >
x
lil
1
BID
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7'-O" 1010
NEW ADDITION EXISTING
KE1' TO 5Yr E3OLS:
EXISTING FOUNDATION TO REI"IAIN
TYP. FDN HT. — DATUI"I O' -O"
FOUNDATION PLAN
1 10/4/2.4 REVISED
NOTE:
o. Date Title
SCALE: yB" 1'-o° REVISIONS:
VERIFY ALL EXISTING GONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF D15CREPANGIES. DraWnBy:
NOT RESPONSIBLE FOR CHANGES MADE W T WITHOUT NOIFICATION. RMM
Date:
Drawing No.:
OF G SHEETS
M O
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23'—2y2" W W
IIi_.�V n 121_pu U M--� W
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6'-10" GC 4'_,�/2" 61_pu ICE_ (~
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71,4210410 7W210410
PROVIDE CODE '' ��
REQUIRED LANDINGS (3)-2'xl2' CONT. H R.
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2"xl0' R.R w //2"XI011 R.R I N a
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3'—mil" x O I 1 S
- 13
o z " z m -
o
DINING I ROOM
o ry o, o
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- - - - - - TW3432 r-y2n — — — —
PROVIDE CODE � _ POST
REQUIRED LANDINGS (3)-2"xl2'
EX. ROOF O.H. I U1 2".B' G.J 2"x8' G.J I O EX. ROOF O.H. h••L�
p z @ 16' O.G. @ 16, O.G.
r rtl J REMOVE (� REMOVE
FWH27GB 10 Q WALLWALL
(3 —2"x 12" _Z
EX. EX. EX. —: w i
�J L—j w � EX.
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/ -
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U o R- I='WDR = \ ISLAND p I a p
XIIXQ � � \ ��° IN z � JP / I I Q^
(L z z SA�'I-I w ry/ 2 H
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x x Xm N Xm - (Y I �'
w.l.C. MASTER 0 IL \ w , w w
� �� i 6i_6y2n w VER
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DITIONS X >
\ I w Z
o I
X
1 - w
------ -----
N I m tfe],"]ELVES
x 2°X6' POST EX. I 1 GARAGE
nII I REMOVE—+{ I O T F P EX. I O
L N DRY`� III WALL I I E X I S T I N R I G E ( V E R I F Y )
p 2 � I cL.
W ►—�
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SINK
(3 -2"xi " I LIVING ROOM I DN
I BEDROOM I
TW2432� I DEN
NEW ROOF O.H. I - - - - - - —j
4'-8 2'-" 44"I CL. EX. E,O AR��y�7�.
EX.
I �\�'\Py`° M MqT
71_011
EX. EX. IL EX. EX. I SUNROOM
EX.
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I s 041B61
I I -
I I
LEGEND:
EXISTING WALL
PROPOSED WALL
RSTFLOOR PLAN 1 10/4/24 REVISED
WALL TO BE REI"IOVED AREA CALCULATIONS No.11 Date 11 Title
SCALE: ib"-I'-O" REVISIONS:
NOTE: EXIST'G. FIRST FLOOR 1, 477 S.F. Drawn By:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES NEW FIRST FLOOR 3G0 S.F. Rr I1"(
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. TOTAL FIRST FLOOR 1, 637 S.F.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Date:
G/15/24
Drawing No.:
OF G SHEETS
NEW ADDITION EXISTING HOUSE
TYPICAL ROOF CONST.
r
EXISTING ROOF (VERIFY)
EXISTING
EXISTING
:3
uAI
O
7,J]
M U
W243 CEXISTING H
- ME—
P-�EXISTING
11FID
EX. EX. EX. EX. EX. EX. h-+-1
/// O HH1 Ua
Lj LJ� Ll
W W
ROUGH IST FLR. Z
- W x
~ u
GRADE GRADE Ooa 0
I I
I
--- - - - -- - - --� 00
00
I N rn
I O �
FRONT ELEVATION (W EST) o tn
r-L - - - SCALE: ye" '-O"
L- - - I-LI
EXISTING HOUSE NEW ADDITION EXISTING HOUSE NEW ADDITION
i TYPICAL ROOF CONST.
ASPHALT ROOF TO
M
ATCH EXISTING
12 ��� ��� 12
CEXISTING 5� 1 �15 EXISTING
HEAD FLASHING (TYP.) / i 5 \ BLIND METAL
�FLASI-IING (TYP.)
fff ^O
FASCIA TO MATCH EX. `�� HEAD FLASHING (TYP.)S� 11 Fill
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11 Will
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O.H. O.H. c1_=XI5-rING
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EX. EX. L02
w21o410 1121oa10 Q
dilIT
PE GRADE
I NEW
TYPICAL EXT. WALL CONST. i CRAWL SPACE I ►7-�
OSHINGLES TO MATCH EXISTING
————— — ——I— — —— ——— ———— —— — — —— -i — — ———— ———— -
I
I
REAR ELEVATION ( EAST) ' ►-�
I � �
SCALE: y4"—I'—O"
NEW ADDITION NEW ADDITION EXISTING HOUSE
EDAR
EXISTING HOUSE
NEW ADDITION
12
�5 V.I.F. V.I.F. �c .
12
51
TYPICAL ROOF CONST.
TYPICAL ROOF CONST. 04186'\
12 ASPHALT ROOF TO TgrE -N5�� �
1-2 BLIND METAL OF N
ASPHALT ROOF TO -�� FLASHING TYP. \��5 MATCH EXISTING
MATCH EXISTING ( )
HEAD FLASHING
FASCIA TO MA \\
(TYP.) EXISTING HEAD FLASHING
MATCH EX.--- (
FASCIA TO MATCH EX.
Hill
1'-O" I I 1'-6" 1'-p"
O.H. O.H. -ILILO.H.
TYPICAL EXT. WALL CONST. Tu FIF] = I 1 11
SHINGLES TO MATCH EXISTING
TYPICAL EXT. WALL CONST.
EXISTING EX. EX. SHINGLES TO MATCH EXISTING 1 101a12.4 REVISED
w21oa10 w2ioalo w21oa1 No. Date Title
WG6o6III- 111 -1-f-11REVISIONS:
Drawn By:
R 1"I 1"1
GRADE GRADE GRADE
I I I NEW I I NEW I Date: 6116124
CRAWL SPACE I I CRAWL SPACE
ri-- ---- -- - - ---- -r] -- ---TI- - -- ----- ---- - -- - ---- ---- ---- ---- , -- ---- ---- -- -- ---- ---1, Drawing No.:
L— — —— — — ————— — — — —L—— ———-1- ———— ————— ———— ——— — ———— ———— ———— — — ——J I F— — — ——————— ———— ———— ————�
I
LEFT ELEVATION (NORTH ) R I G44T ELEVATION (SOU744 )
A4
SCALE: you e 1'-O" SCALE: 4u-V-O"
f OF 6 SHEETS
v
0
M o
c,. a
o �
wx
~ O O
TYPICAL ROOF CONST.
ASPHALT ROOF TO MATCH EXISTING
00
30= BLDG. FELT UNDERLAYMENT N
SELF—ADHERING "MOISTURE GUARD PLUS" N
9/4 AG EXT. PLYWD. SHEATHING x
TYPICAL EXT. WALL GONST. S2 2"x10" R.R. P 16" O.G. cn
SI SHINGLES TO MATCH EXISTING
A6 o
A6 2"x12" RIDGE 30= BLDG. FELT UNDERLAYMENT 2"xl0" R.R. V 16" O.G. H a
TOP OF PEAK 5/e" EXT. PLYWD. SHEATHING
2"x6" STUDS V 16" O.G.
52 12 12 2"xlO" R.R. 0 16" O.G. R-21 KRAFT FACED FIBERGLASS
A
FASCIA 4 SOFFIT 51-- �5 BATT INSULATION 21 2 „
6 "x8 C.J. EXISTING R.R.
(TO MATCH EX.) TYPICAL ROOF CONST. 5/8" G.W.B. O.H. CD 16" O.G. (VERIFY)
T.O.P. 2" 8" C.J. Cm 16" O.G. ASPHALT ROOF TO MATCH EXISTING T.O.P.
-—- 30= BLDG. FELT UNDERLAYMENT -—(3)-2"x12" HDR. -
SELF-ADHERING "MOISTURE GUARD PLUS" (3)-2"xl2" HDR EXISTING C.J.
(3)-13/4"xll7/s" L.V.L. s/4 AG EXT. PLYW . (VERIFY)
SHEATHING C )
2"x10" R.R. Cm 16" O.C.
O.H, rTl
rW�
DINING =I W.1.C. _ MASTER
IL
to z - ROOM TYPICAL EXT. WALL CONST. co I BEDROOM dJ W I FBI
I I SHINGLES TO MATCH EXISTING W �/4" PLWD.
FLR. � Q
_ /4" PLWD. SBFLR. 30tt SB BLDG. FELT UNDERLAYMENT
s „ 2"xlO" F.J.
/e EXT. PLYWD. SHEATHING 2"x10" F.J. 2"x6" STUDS P 16" O.G. CID 16„ O.C. Z
S3 P 16" O.G. S3 BATT ALIGN O
ROUGH IsT FLR A(c R-21 KRAFT FACED FIBERGLASS ROUGH I'5T FLR AG INSUL.
BATT INSULATION -—-
Q 5/8" G.W.B. O EXI TING F.J. (VERIFY)
N BATT INSULATION GRADE N GRADE NEW
GRADE
-III=III— ~ NEW III=III=1 -1LIi III— . CRAWL 2"xI0" NAILER-SECURE
II—III —III—COMPACTED FILL - III 1^I/ /2 mx3 LAG SCREWS
COMPACTED FILL ��
o z -III= :: CRAWL SPACE III-i o z_ =11= SPACE I6 O.C.c
I III WATERPROOFING I WATERPROOFING —III
m I_I II =1 m - —
1= H
T.O.F_
EXISTING Q
T.O_.F. ,�I •':�I= - - - - BASE ENT
4" P.G. SLAB W/ 6X6, TYPICAL FDN. GONST.
10/10 W.W.M. 8"x3'-3" P.G. FDN. WALL IN/
(2)—=5 RE—BARS TtS TYPICAL FDN. CONST.
4" P.G. SLAB W/ 6X6,
(2)-2"x6" TREATED SILL fL
10/10 W.W.M. VERIFY ALL
SILL SEALER (2)-**3" P.G. FDN. WALL W/ CONDITIONS
TERMITE SHIELD (2)-2" RE-BARS D ^ rTl
5/e"0 x 12" ANCHOR BOLTS SILL E TREATED SILL f�
W/ 3"X3" STL. SILL SEALER Z
TERMITE SHIELD
WASHER @ 33" O.G. 5/e"m x 12" ANCHOR BOLTS
WATERPROOFING
lN/ 3"X3" STL.
16"x8" P.C. FOOTING W/
(3)=5 RE-BARS WASHER Cm 33' O.G.
SECTION WATERPROOFING S FART I AL SECTION
16"x8" P.C. FOOTING W/
(3)=5 RE-BARS O I--)
SCAL�E %4"=1'—O" SCALE: %411=1'-0" [�
w �
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� P�D M My/�
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w
I 10/4/24 1 REVISED
No.11 Date I Title
REVISIONS:
Drawn By:
R 1"f 1"1
Date: 6116124
Drawing No.:
lk f�5
OF 6 SHEETS
RIDGE TENSION STRAP 16" O.G. NAILING 5CHEDULE
BY SIMPSON STRONG TIE
1 1/4" X 15" 20 GAUGE WITH INSTALL ISIMP50N MINIMUM ROOF LIVE LOADS
(4) 8D COMMON NAILS EACH SIDE STRONG TIE" LSTA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
TIES @ EA. END WFCI"1 GUIDE GUIDE TO WOOD FRAME CON5TRUCTION IN HIGH WIND AREAS !IN POUNDS-FORCE PER SQUARE FOOT of HOR120NTAL PROJECTION]
OF HDR, FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
TRIBUTARY LOADED
AREA IN SQUARE FEET
0 o JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
o ROOF RAFTER P 16" O.G. HEADER AS NOTED F MEMBER
o to RAFTER FRAMING
Y ROOF SLOPE O TO 201 TO OVER
0o DOOR OR WINDOW _ V Rafter to Top Plate (Toe-nailed) 200 GOO GOO
o AS NOTED Woll height 8 Ft. 3-5d?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
Wall height q - 10 Ft. 4-bd?# ?$ per rafter
(I13) 20 1/0 IG
ROOF RIDGE Ceiling Joist to Top Plate (Toe-nailed) l ,
Wall height 8 Ft. 3-bd?# ?$ per joist RISE 4 INCHES PER FOOT (1-3) TO LESS O
Wall height q - 10 ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (III) IG 14 14
Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (ft.) RISE 12 INCHES PER FOOT (III) AND
12 20 28 36 GREATER 12 12 12 U
3:12 Roof Slope @ 10 o.c. 546d 8-16d 11-I6d 14-16d U
RI DG'E STRAP 4:I2 Roof Slope @ o.c. 4-Ibd 6d 8-16d 11-16d each lop
5112 Roof Slope @ Ib 10 54
o.c. 3-I6d 5-I6d 7-I6d 9-I6d each lap W
7:12 Roof Slope @ Ib" o.c. 3-16d 4-16d 5-I6d 6-16d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
A / N.T,S. q;12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-16d f�( O C7� 12:12 Roof Slope @ 16" O.C. 3-16d 3-16d 3-I6d 4-16d !IN POUNDS PER SQUARE FOOT) 0
Ceiling Joist Laps over Partitions (Fore-nailed) Roof Spin (Ft.) U
12 20 28 36 USE LIVE LOAD
TYPICAL DETAIL 0 x
EXTERIOR �"I FADERS 3:12 Roof Slope @ I6 o.c. 5-16d 6-16d II-16d 14_I6d fit U
ROOF RAFTER 4:12 Roof Slope @ 16' o.c. 4-I6d -Ibd 8-I6d II-I6d each lap EXTERIOR BALCONIES 60
5:12 Roof Slope @ 10 o.c. 3-16d 5-16d 7-16d q-16d each lop DECKS 40
N.T.S. 7:12 Roof Slope @ 16" o.c. 3-16d 4-16d 5-I6d 6-I6d
ATTICS WITHOUT STORAGE 10 W
q:I2 Roof Slope @ I6 o.c. 3-I6d 3-I6d 4-I6d 5-I6d � W
12:12 Roof Slope @ I6" o.c. 3-I6d 3-16d 3-16d 4-16d ATTICS WITH STORAGE 20
ROOMS OTHER THAN SLEEPING ROOMS AO
Collar Tie to Rafter (Face-nailed) 6-8d per tie d
Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 30
o, Rim Board to Rafter (End-nailed) 2-I6d each end 00
TOP PLATE
6/e"m x 12" L. x 3'-O" O.G. ANCHOR WALL FRAMING
BOLTS W/ 3"x3" SO. STL WASHER. 00
00
(P-O" FROM CORNERS) Top Plate to Top Plate (Face-nailed) 2-I6d?l per Foot ' \ Q I
AS PER TABLE 4 Top Plates at Intersections (Fore-noiled) 4-16d joints - each side TABLE R301.2(I) v GQ M
Stud to Stud (Face-nailed) 2-I6d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 0
Header to Header (Face-nailed) 16d 16" ox. along edges -
WIND DESIGN �
GROUND SEISMIC
SUBJECT TO DAMAGE FROM I^r1
To or Bottom Plate to Stud End-nailed 2-I6d r 2x4 Stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE III
INSTALL "SIMPSON STRONG-TIE" p ( ) LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
H-2.5 CLIPS P 16" O.G. W/5-8d NAILS 3-Ibd per 2x6 stud
o SIMP50N STRONG TIE MT512 4-I6d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3-0.. MODERATE SLIGHT TO
1 1/4" X 16 GAUGE STRAP W/ MPH TO HEAVY MODERATE
(A) 8d COMMON NAIL-5 ((5) Sd
COMMON NAILS IN GARAGE) INTO Bottom Plate or Floor joist, Bondjoist,
THE ROOF RAFTER 4: (4) 8d Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per Foot
COMMON NAILS ((5) 8d COMMON
NAILS IN GARAGE) INTO THE WALL FLOOR FRAMING
STUD,
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist
Bridging to Joist (Toe-nailed) 2-8d each end W
Blocking to Joist (Toe-nailed) 2-8d each end
Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block GLAZING PROTECTION FROI"1 WIND-BORNE DEBRIS
52 MTS12 DETAIL Ledger Strip to Beam (Face nailed) 3-I6d each joist Fyl
Joist on Ledger to Beam (Toe-noiled) 3-8d per joist I'T�
N.T.5. Bond Joist to Joist (End-nailed) 3-16d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
AGBond Joist to Sill or Top PLote (Toe-nailed) 2-I6d?l per Foot %" AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS
SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ` I�
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE W
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. O
Structural Panels 8d 6' EDGE/ 6" FIELD
Diagonal Board Sheathing �T
' I"X6" Or I"XS" 2-8d each end FASTENER TYPE FASTENER SPACING
' I"x10' or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN u
•: 4'-0"
0 INSTALL "SIMPSON STRONG-TIE" •° CEILIMG SHEATHING 2Ys' ab wD. SCREWS
S
.. .o:..:. 16„ 12„ q„ V L
° Gypsum Wallboard 5d coolers 7" edge / 10" Field
,o I"ISTA36 STRAPS V 16" O.G. .... ..: °
a SECURE WITH 26- IOd NAILS
WALL SHEATHING 2YZ' =8 WD. SCREWS W
.o 16„ 16,E
° ° ° Structural Panels see Simplified i wall 12„
'o Sheathing Pressure Nailing
. Fiberboard Panels zones this page.)
I' I ° 7/16' 8d 3" edge / 6' Field
La-1 ° 25/32' Sd 3" edge / b' field — /I
•° FASTENERS AS NOTED
Q rsE_:�) WALL—TO—FND. GONNEGTIONS Gypsum Wallboard 5d cooler 7' edge / 10" field IN SCHEDULE ABOVE 1^f 1
HOrdboor•d 15d (see Simplified Wall
A/ N.T.S. Sheathing Pressure t Nailing
{O Particleboard Panels Sd Zones this page.) WINDOW PLYWOOD AS NOTED H I 1^1
Diagonal Board Sheathing GLASS 2'X4' BRACE 0 LARGER SPANS
I"xb' or I"x8" 2-15d per support
I"xl0" or wider 3-8d per support
FLOOR SHEATHING WINDOW
4L Z SIMPLIFIED WALL SHEATHING Structural Panels SILL
4 < PRESSURE # NAILING ZONES I" or less 8d 6" edge / 12" field
1j1 Q-U greater than I" IOd 6" edge / b" field
Diagonal O
:0 In gonal Board Sheathing
N
o INN or I"x8' 2-6d per support
0 INV or wider 3-15d per support PLYWOOD STORM PANEL
"SHUTTER" DETAIL I--�
Q 0 ?! Nailing regYirments are based on wall sheath'nc� nailed 6" on-center at the panel edge. If wall sheathin
0. is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing recpirments for
structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to
o maintain the load path.
101-1 7@ When wall sheathing is continuous over connected members, the tabulated number of nails shalt be
'0 i O permitted to be reduced to 1-I6d nail per foot.
° I
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN O
1"ISTA36 DETAIL 4, i i FOREST AND PAPER ASSOCIATION (AF t PA) WOOD FRAME CONSTRUCTION MANUAL
15 5
AG N.T.S. O O FOR ONE AND TWO FAMILY DWELLINGS, lgg5 SBC HIGH WIND EDITION, SECTION 2.
p.
WALL SI••-IEATHING NAILING SG4-IEDULE
I I IiIII O D ARC
M
INSTALL "SIMPSON STRONG-TIE" ZONE 5 ZONE
1-4-6 TIES C 16" O.G. W/8-Sd NAILS
(2) OO FIELD °
4" O.C. 8" O.G. I I 1
H6 •� INSTALL 1151MPSON STRONG-TIE' EDGE I
LTP4 ANCHORS CM IG" O.G. W/ 3" O.C. 4" O.C. O I O I 1 O I I 1
12- 8d NAILS I
1 —4-------J i--J I i ST 04186� y0��
' ALL y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED O 1 nr
I 9T
0 WITH 6d COMMON NAILS- 2" x II3112" GA. - PATTERN AS O I O 1 1 I 1
INDICATED ABOVE. I 1 I ROOF
5/8"m x 12" L. x 3'-0" O.G. ANCHOR I I & I (D 0 1 (2) 1 1
I
BOLTS W/ 2"x2" SO. 57L WASHER. ( I
BP (1'-O" FROM CORNERS) O I Q 1 2 r.
LTP4 AS PER TABLE 3.2A 4 3.215 I 1 I 1 N
1 EXISTING 1 1 EXISTING a N°
ROOF 1 1 ROOF
LTP4 COMPONENT IST FL.AND CLADDING PRESSURE ZONES 1 I I NUMBERS INDIATE NAILING ZONES (D 2•
O
ROOF SHEAT+-IING NAILING SC: 4EDULE --, --- ,.
1 BASEMENT 1 1014124 REVISED
1 1 No. Date Title
c.o.
—
ZONE 1 ZONE 2 ZONE 3 ZONE 4 1 REVISIONS:
--
I EXISTING
FIELD ——-——— ROOF CONNECT TO EXISTING PUr9BING
s" O.C. 12" O.C. 3" O.C. 4" O.C. EXISTING Drawn By:
rS_4_,
FLR --. --T OFND. GONNEGTIONS EDGE ' 1' 1
4" O.C. 6" O.G. 3" O.C. 3" O.C. ROOF RM}�
N.T.S. PLUMBING RISER D I AGRAN Date:
ALL '/.j" EXT. PLYWOOD WALL SHEATHING TO BE SECURED NOT TO SCALE G/15/24
WITH 8d COMMON NAILS- 2/2" x IOY,I" GA. - PATTERN AS
Drawing No.:
INDICATED ABOVE.
NOTE: PROVIDE CONTINUOUS LOAD PATH FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
FROI"I RIDGE TO FOUNDATION . MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL ROOF PLAN
CODE OF NEW YORK STATE. SC.: I/B" - V-011 A6
aX
W
fil
w Q OF 6 SHEETS