HomeMy WebLinkAbout48407-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SETT OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48407 Date: 10/14/2022
Permission is hereby granted to:
Dan as, George
200 E 90th St 24E
New York NY 10128
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1900 Hyatt Rd., Southold
SCTM # 473889
Sec/Block/Lot# 50.-1-3
Pursuant to application dated 8/11/2022 and approved by the Building Inspector,.
To expire on 4/14/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,411.20
CO-ADDITION TO DWELLING $50.00
Total: $1,461.20
Buil g Inspector
� a - TOWN OF SOUTHOLD—BUILDING DEPARTMENT
-, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotillioldtownny.gov
Date Received
APPLICATION FOR BUILDING PERM�IT
For Office Use OnlyIJ
PERMIT N0. WWI Building Inspector
. UG
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: CJS o* mom SCTM #1000-
Project Address; lei..) 1-1%47-7-. b V ,x-
Phone#: _ .a Email:
Mailing Address: y40 S; iUPi .0 T ;W,4
CONTACT PERSON:
Name: M U,� Atj.bAS�.Crp—!-'
�(D 7 -�`
Marling Address: .�- �) b A.) t
Phone#: Email: Gt,cJ�� oek-P-S Q-6rcroc
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: Po 6 k&D ZZ23/
Phoner#:`,I �� I - � Email:
w
j� 0M TION;
"Nal'li .g Address
Phone#: _ Email: r l=/�I iJI -� frcC'cnM�
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition D'Alteration 2Repair ❑Demolition Estimated Cost of Project:
❑Other $
Sc�
Will the lot be 1''re-graded?g � � s El No Will excess fill be removed from premises? Dyes o
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Generated by Scheck-Web Software
C r Bance Ce t cat
Project Dangas Residence
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1900 Hyatt Road Goerge Dangas Richard Mato
Southold,NY 11971 1900 Hyatt Rd Richard M. Mato,A.I.A
Southold,NY 11971 P.O. Box 2284
Aquebogue,NY 11931
631-523-5879
rmatoarchitect®gmail.com
Compliance: 30.0%Better Than Code Maximum UA: 291 Your UA: 262 Maximum SHGC: 0.40 Your SHGC: 0.34
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home.
S6ab-oin-grade tradeoffs acre no longer cornsideired iiri the UA or performance comlpiianca.path 411 IRE'Scheck. Each scab-ongrade
asseirni:Ay in ti°ue slpedfied chmate zone must meet the rrnk-ilimum energy code insuation IR-vaiue and depth regU cements.
Assembly o r I Cavity Cont. pt Req. Prop.
Ceiling 2:Flat Ceiling or Scissor Truss 1,151 30.0 0.0 0.035 0.026 40 30
Ceiling 1:Cathedral Ceiling 369 30.0 0.0 0.034 0.026 13 10
Wall 1:Wood Frame, 16"o.c. 614 21.0 0.0 0.057 0.060 30 32
Window 2:Wood Frame:Double Pane with Low-E 86 0.270 0.320 23 28
SHGC:0.34
Wall 2:Wood Frame, 16" o.c. 445 21.0 0.0 0.057 0.060 20 21
Window 7:Wood Frame:Double Pane with Low-E 93 0.270 0.320 25 30
SHGC:0.34
Wall 3:Wood Frame, 16"o.c. 242 21.0 0.0 0.057 0.060 10 11
Window 10:Wood Frame:Double Pane with Law-E 58 0.270 0.320 16 19
SHGC:0.34
Wall 4:Wood Frame, 16" o.c. 389 21.0 0.0 0.057 0.060 19 20
Window 8: Wood Frame:Double Pane with Low-E 60 0.270 0.320 16 19
SHGC:0.34
Floor 1:All-Wood Joist/Truss:Over Unconditioned 1,520 30.0 0.0 0.033 0.047 50 71
Space
Project Title: Dangas Residence Report date: 10/14/22
Data filename: Page 1 of10
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory require dot „fisted in he REScheck Inspection Checklist.
Namel-Titie Signature Date
Project Title: Dangas Residence Report date: 10/14/22
Data filename: Page 2 of 10
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TUE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE SIRUCTURES TO THE
PROPERLY U NES ARE FOR A SPECIFIC PURPOSE AND use AND TNEREFORE ARE NOT ,JOB No. 22-28 FILE No.1069 F
INTENDED TO GUIOE THE ERECTION OF FENCES,RETWINO WALLS.POOLS.PATOS,
PLMNINO AREAS.MORON TO BUILOINUS ON ANY OTHER coNsTsuanoN.
SURVEYED FOR GEORGE DANGAS
72M OF THE ALTERATION OR AODUCAT TO THIS SURVEY IS A VIOUTON OF SECf10N
7209 OF 11E NEW YORK SFAIE EDUCATION UW.
GUAUNIFES IMICATED HERON SHALL RUN ONLY TO THE PERSON FDR WHOM THE
SURLtY IS PREPARED,AND ON He BEHALF TO TIE TRE COMPANY,GOVERNMENTAL SITUATED AT SDUTHOLD
AGENCY AM LENDIM IN3TLRNIOH USIED NERFON.AND TO TUE ASSIGNEES OF THE
LE MO INSOMOON.GUARAHLEES ARE MT TRAIP3FRAfIE TD ADDIOONN.INSTF-ONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.
OR SUBSEQUENT DOERS.
COPES OF THIS SURVEY MAP NOT BEARING THE LAM SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 3-30-2022
UMOOSSED SEAL MALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.
FILED MAP No. DATE
CERTIFIED ONLY JOTAX MAP No.1000-50-1-3 DISK 2022
HAROLD F.TRANCHON JR. P.C.
LAND SURVEYOR
P.O. BOX 616
1866 WADING RIVER—MANOR RD.WADING RIVER,
'i NEW YORK, 11792
NY.LTO.Na.048992 631-929-4695
HAROLD F.TRANCHON JR. PENN.LIC.No.2115—E
GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR * EXTERIOR STAIR NOTES: Irs
I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I, 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 BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAI'15 AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF I&" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 3*2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 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 SUPERCEDE THE DRAWINGSQ
C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF s/." FOR WORD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING 6' BUILDING DEPARTMENT NOTES .
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS -8" AS PER R314,3.
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". MAXIMUM RISE - 7�" /C_
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND `v
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND 5PECIFIGATIONS. ALL MANUFACTURED FRAMING MATERIALS e, ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (14/0 NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFRAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C, MINIMUM NOSING PROJECTION - 5+"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1%" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - c1/16"
B. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST �{
Q
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 IS IN CONTACT WITH
8c
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE 501L OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES" AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD
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 MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. 1, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND
S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR, ALL O
5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 DESIGN CRITERIA: °1 a
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL
DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE -_`
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. w
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS. LIVE LOAD 40 PSF:
2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: O
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATEDBAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LE55. A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30"
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 ROOF SNOW LOAD 25 PSF: s U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. WIND LOAD 130 MPH W F'
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 UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED, STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: F--1
WORK.
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8• PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL SQUARE FOOTAGES:
GENERAL WALL BOARD NOTES: I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS I
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS A5 REQUIRED. o. ONE IN EACH SLEEPING ROOM. hN�i
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
d. PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND VICINITY OF THE BEDROOMS. TOTAL EXISTING BUILDING AREA 2,677 S.F.
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
c1, 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
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL pp
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. EXISTING FIRST FLOOR : 1,606 S.F. F-1-I cel
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL w N C�
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE NEW FIRST FLOOR 615 S.F. Imo
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. " ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE GEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS r l O 1?V
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 TOTAL FIRST FLOOR 2,221 S.F. pa M
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL nI
OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. 1�1 Q VNO
B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD �� P
SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE, AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOM5 ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT EXISTING SECOND FLOOR 1,071 S.F.
It. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS 1N THE � v
NEW SECOND FLOOR : 1,209 S.F.
H. 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 RG02.3(l) OF 4, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. TOTAL SECOND FLOOR : 2,280 S.F.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t 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 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE TOTAL NEW BUILDING AREA 1
OVER ALL NEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. ,824 S.F.
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12, ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. 4, WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS COVEREll PORCH AREA 60 S.F.
OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE rTl
13. ALL DECK JOISTS SHALL BE AGO AT 16" O.C. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; GARAGE : 488 S.F.
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. W
GENERAL EXCAVATION * BACK FILLING NOTES: 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC O
PROVIDE ASPHALT ROOF SHINGLES WITH 3*30 FELT OVER 60 MIN, GRADE 'D' BUILDING ABOVE THE GARAGE SHALL NAVE A MINIMUM OF A �/� HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM TOTAL BUILDING AREA : 4,501 S.F.
'
I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS, ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES rT ,
EXCAVATIONS SHALL BE TIRE 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
WITH THREE GOATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CL051NG DEVICE.
AND NON-SHRINKING 501L CHARACTERI5TIC5. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. W
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DE51GN BEARING I5, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES:
CAPACITY OF TWO TONS PER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF Q• PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTES: ZONING CLASSIFICATION: O
M� u
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING � r
16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ZONE - R40
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START T^
o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN, VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A 501L BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT 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 GOATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2• ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b, EXTERIOR WALLS- NOTCHING AND BORING 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.
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, �^
2, ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHALL NOT EXCEED AO% OF THE STUD DEPTH AND B. THE DE51GN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE
REQUIRED HEIGHT, GENERAL GLAZING NOTES: SOLE RE517`051BILITY 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 /)
3. NO BACKFILL SHALL BE PEEDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE PERMITTED AGAINST THE CONCRETE FOUNDATION 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL cam)
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 LIST OF DRAWINGS
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHTEST OF ASTM E Ictc16 AND OF ASTM E 1886 AND R301.2.1,2 OF
IN A 111, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION 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 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE
CONTRACTOR SHALL BE RE:5PON5IBLE FOR ALL DAMAGE TO ALL CONCRETE WORK, C. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED
OTHERWISE, BY EXCEPTION TO R301,2.1,2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF
4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFE55IONAL JUDGEMENT THE SUBMITTED "RE5cHEGK" DOCUMENTS MEET SHEET AI GENERAL NOTES Q
MINIMUM OF 3'-0" BELOW FINISHED GRADE.
THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
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 SHEET A2 FOUNDATION PLAN �
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE 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 ONSHEET A3 FIRST FLOOR PLAN
GENERAL EMERGENCY ESCAPE +� RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES: � � O
BOTH SIDES OF THE HEADER. i
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES: In. LINTELS SHALL NOT BE LESS 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 SHEET A4 SECOND FLOOR PLAN
1, THREE 2x10'5 FOR SPANS UP TO 7'-0" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE it. THREE 2x12'5 FOR SPANS UP TO G'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. THE CODE REQUIRES. SHEET AS ELEVATIONS
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, 501L 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 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, SHEET A6 ELEVATIONS
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 a, 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 I, (i)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24". SHEET A7 SECTIONS ---
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 11,(2)-2xH6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" IVF_ pRC�
SECTION, THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k, PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3, �C?���PBD M.
PLANS WITH sty REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR SHEET A8 CODE PAGE Q
WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. a'
TO WALL WITH &"0 DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A.
4. (2)-2x6 AGQ 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 3&"0 DIAMETER STEEL COLUMN ON POURED HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE �' 04186
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. T9T .COQ'
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7, DAMP C 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
UND15TURBED SOIL OR 4" THICK COMPACTED SAND TO C,5% RELATIVE DENSITY,
ci. 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 514ALL HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO
1 8/10/22 PERMIT SET
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
No. Date Title
AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE
REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING, Drawn By:
ry RMM
I1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AGI ' co
318 AND ASTM 01157 REQUIREMENTS.
Date:
12, ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL 8/10/22
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
STATE LICENSED ENGINEER.
14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) § m i AUG 1 1911)?
HORIZONTAL.
°( w Q OF 8 SHEETS
BRG. PLT.
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O
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A
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ON EXIST. FTG. I — — — —
(VERIFY) ? O NOTE= — — r — — t J-= - - - - -L�_'�-• - - - - - - -
LL
BASEMENT _ UNDERPIN THIS SECTION -
- 4"P.G. SLAB w/ 6X6,10/10 W.W.M. v SEE DETAIL THIS PAGE
ON COMPACTED FILL
�• " V I 71-011 71-011 7'-011
L - - - - - - - - - - - - - - - - - - - - - - - co - - - - - - - - - -I— I �j
2"x10" NAILER-SECURE / Q I I
%2"mx3"LAG SCREWS Vt6" .C.
I ou I I O Q
334 REBAR-18" LONG [�
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FI— - @ 1 DRILL INTO EX.
N -
(2)- 2"x10' A.G.Q. N EXIST. CUT FND. 4 EPDXY
SET MIN. OF /o" 1--�
L .• — — TO BE GUT DOWN/ INTO FND. WALL
— F—�
— — — — — — — — - - - REMOVED
8"0 DIA. POURED GONG. - -_ - - — - - - - - - - - — W W
0 "SONOTUBES" ON 2'-O"x2'-0"
CONC.
_ ]- - - — _ __ - - = — I - - - - - - - - - -C -
1 TI-4K. POURED I I I
� CONC. FOOTING (TYP.) �
61118" 21'-011 0 I •.. 1811
NOTE= 4 I . I UNEXCAVATED o I I =
O VERIFY ALL EXISTING CONDITIONS AND CLEARANCES 4" P.G. SLAB W/ 6X6, I- f•, O
10/10 W.W.M. ON
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. I ..! I COMPACTED FILL (TYP•) UMWI I -
NOT RESPONSIBLE FOR CHANGES ADE ITHOUT NOTIFICATION. F- 2" DRl'PACK w/ NON-SHRINK GROUT � Xx
BOTTOM OF EXISTING FOOTING ��
- - - - - - - - - - - - - - - - - - - - - J I *
21_302" 81_4" 81_4" 2'-302" \ t$'j 041861
F OF N
3q'-0" 22'-4" D A B C D A B C
6I'-4"
01
41-011
MAX.
FOUNDATION PLAN
LEGENDBOTTOM OF UNDERPINNING
SCALE: 4"-V-0"
1 8/10/22 PERMIT 5ET
No. Date Title
—I EXISTING FND. WALL EXCAVATE $ PLACE PANELS 'A' FIRST, 'B' SECOND, 'C' THIRD REVISIONS:
PROPOSED FND. WALL AND 'D' LAST. MINIMUM CLEAR DISTANCE BETWEEN
SIMULTANEOUS CUTS SHALL BE 12'-0". Drawn By:
ELEVATION OF UNDERPINNED WALL (TYP) Date:
5/10/22
SCALE. N.T.5.
Drawing No.:
OF 8 SHEETS
N
W E
EXISTING
DECK
El
o
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W
I REPLACE EXIST. I
0
IN KIND
H
I F1,4G8080 FWGG080 FWG8080 FWG3380 FI-4G8080 FWG3380 W
L.V.L. (3)-I5/,"x117/e" L.V.L. (3)-I3/,I"xII7/e" L.V.L. (3)-Is/4"xll'/e" L.V.L. CONT. HDR. U
N-40 STL. COL.
(V TO BEAR ON FND. 11 11
m m x 21'-73/4
(VERIFY)
m w
1 TJI 560 117/8" F.J. 1 0000
0 0 l7 \/ � 00W KITCHEN 00
Nil
0 1 ^ Ij (THIS SECTION)
0 Q 1 W O N
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COOKTOP VERIFY ALL
I
4 STL COL. 1 3
�q T BE R ON FND. 4m STL. COL.
1 0000
m W 12 x 53 STEEL GIRDER • •
--
- - - - -__� — _- - - - _- - - _ — - - - 1 40 STL. COL.
1 I I " = EX W 4m BTL. CDL. TO BEAR ON FND. O
22'-5"
1 1 (VERIFY) 1 DN W 10 x 33 STEEL — — — — GIRDER — — — — — — — l(1
SINK �- - —E- - - - - - - - -Z1- -- - - - - WQ
e I - - — bo — AN I I W?
D r- PANTRY 11 BAR U Y W
rI 1 1 Ib 08 FRZR - - - - J I REF.BEVERAGE JZ n
_ - - - - -� F -rl W
CL. 3'—O" r i i a
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OWI N EXI T. R.R. I VERIFY ALL I rt1 X I L_-____J
N� I CONDITIONS • O
1 1�1 '11
�W I m
VERIFY i lL BENCH SD I BENCH
CL —
Z a ( +� HOOKS WC
5y ° 1- W 1 11 1 11 I n 11 1- II c, n �- to O
I 16 2 I O 6 -6 5 -6 2 0 5y2 13 O y2 r 61-611
x m ^
n I BEDROOM x 'v O I " H
W 5y2" sD 2•x70 UP— cL. MUD ROOM WDR. 3
� � I r+o o vJ 106 m 1-
A I X I �+ Q
it
EXIST. - HEADER xFOYER(VERIFY) - - �Jv 2x7 T^
105
BATS-I O
v I x P*� a v/-t W ►L
N (V Q ��F IS
WL 104 Q J P I r O L a
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11 �� (2)—F.J. O
1 w W
I � � T"210410 TW2I0410 _18" 5.L. 18" S.L.
- - - - - - - - - - - - - - - - - - — TW26310— INSTALL FIRE AS PER
G.W.B. ON `
Ul EGRESS EGRESS I!I / 0 -
WALLS of GLC. AS PER CODE
ROOF O/H O I 2"x8" 1 a 2"x8"
R.R. R.R. 2 GAR 1 GARAGE
B !x
2"x10" I N HDR. 108
40 STL. COL. I x
L COL. TO BEAR WON tD A
O DN _ (VERIFY). FDN. C — Gc;� PayI) M Mq�
LEGEND I e e
T
I '` CLfsi
TJI 230 0I/211 F.J. TJI 230 al/2" F.J.
C� 16" O.G. P 16" O.G * e
EXISTING WALL 1
q1-11" 10'-02" IOI-8y2Iru
PROPOSED WALL �i cS'j�T ��Q
04186�
WALL TO BE REMOVED
I
(3)-2"x12" HDR. (3)-2"xI2" H R.
AREA CALCULATIONS
80X70 0.1-4. DOOR 8°X70 O.W. DOO =�
EXIST'G. FIRST FLOOR 1, 000 S.F.
8'-6y2° 15'-3y2" q'-4y2" 51—cly2" 2'-5y2' 81-0" II-511 81-0" 21-5y21I ,
2 X77 S.F. W FIRST FLOOR G15 S.F.
EXISTING TOTAL FIRST FLOOR 2, 221 S.F. 1, 824 S.F. 1 5/10/22 PERMIT SET
221-411 N E W
No. Date Title
EXIST'G. SECOND FLOOR 1, 071 -S.F. REVISIONS:
NEW SECOND FLOOR I 201 S.F.
61 —4 Drawn By:
' 11 R f"(1"I
TOTAL SECOND FLOOR 2, 250 S.F.
Date: 6/10/22
TOTAL BUILDING AREA 4, 501 S.F.
NOTE= FIRS-117 FLOOR PLAN COVERED PORCH AREA GO S.F. Drawing No.:
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. SCALE: %4"—I'—O" GARAGE 488 S.F.
NOT RESPONSIBLE FOR CHANGES P'IADE WITHOUT NOTIFICATION. A3
I I OF 5 SHEETS
f '
21'-10y2"
7'-g�411 61
_71V211
EXIST.
BALCONY
0
CUSTOM
- - - - - - - - - - o
REPLACE EXIST. TW2104I0 TW210410 TT — — — =N — — —
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-7� W I 2"x10" R.R. X
VERIFY ALL 16' O.C. % 1n O.G.
ff U
QI I CONDITIONS
RZ W 3I =
I
_j 202 w H
W
w EXISTING > 0 21'-5" m
WEU
�z BEDROOM WC SI-1wR. LIBRARY w
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_ 201 Q/ PRE F B
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I � I z lL - - - - - - - - - - l(1 I I WALLS TO
au � � F.P. O
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— — — — — — — — — — — — — — — — — — — — — — — — — — — CID 16” O.C. L 0 O 0
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5y2
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LEGEND
210
Q � I -
EXISTING WALL
PROPOSED WALL m 15y21, 21'-5" w
o „I
d 5y2
WALL TO BE REMOVED / 2"x101, R.R. 1 O 2"x10" R.R.
c� I6" O.C. ^moo c� I6"Ul O.C. w=� ARCS
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0 41861
AREA CALCULATIONS SECOND FLOOR PLAN
I— - - - - - - - - - - - - - - - - - - - - - --I
SCALE: Y4"—I'—O"
EXIST'G. FIRST FLOOR 1, S.F.
2, 677 S.F. NEW FIRST FLOOR G15 S.F.
EXISTING TOTAL FIRST FLOOR 2, 221 S.F. 1, 824 S.F. 221-411
NEW
EXIST'G. SECOND FLOOR 1, 071 S.F.
NEW SECOND FLOOR 1, 20G S.F.
NOTE= No.
8/10/22 PERMIT SET
No. Date Title
TOTAL SECOND FLOOR 2, 250 S.F. VERIFY ALL EXISTING CONDITIONS AND CLEARANCES REVISIONS:
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES.
TOTAL BUILDING AREA S.F.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. Drawn By:
4, 501 R1"I"
COVERED PORCH AREA GO S.F.
Date: B/10/22
GARAGE 4B5 S.F.
Drawing No.:
A 4
OF 8 SHEETS
TYPICAL ROOFING
ASPHALT ROOF 51-4INGLE5
(TO MATCH EX)
O Z
I
VALLEY FLASHING N
(TYP.)
12 O
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HEAD FLASHING
(TYP.) - -
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GRADE
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(TO MATCH EX) ���4186
W 31 W 31
EXISTING
HOUSE
GRADE
I 8/10/22 PERMIT SET
O I No. Date Title
— — — I REVISIONS:
BASEMENT - I I Drawn By:
Date: B/10/22
RIGHT FEL -VAT I ON ( EAST)
— — — _ Drawing No.:
OF 8 SHEETS
TYPICAL ROOFING
ASPHALT ROOF SHINGLES
(TO MATCH EX)
Z VALLEY FLASHING
1 (TYP.)
H
EXISTING Q
ROOF ROOF
EXTEND EXICRICKET
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W 44 041C LILI __u
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1111 111111 L IiiEG ESS
11 TW I III I
FILL IN Q
REPAIR, PATCH
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GRADE
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EX. VALLEY FLASHING ASPHALT ROOF SHINGLES
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12 ~� Q
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R LA E IST. RE LAG E 15T.
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W20410
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EXISTING PORCH ROOFA�Cy/
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S'T 04186�
a" so. _-
W2103 W 103
COLUMNS
W2 041 UE�G
JOE
EG ESS
] III 1111 1111 1111111 if i I I 111 1 .
GRADE
I 8/10/22 PERMIT SET
O Z No.11 Date Title
F u -Im T REVISIONS:
3 L — J
-► Drawn By:
RMM
I KII N EX Date:
5/10/22
LEFT ELEVAT 1 ON Drawing No.:
SCALE= 4°a0-0n A6
OF 8 SHEETS
5-I
AS 2"x12" RIDGE
TYPICAL ROOF CONST.
ASPHALT ROOF SHINGLES
12 12 TO MATCH EXISTING
6� 16 303* BLDG. FELT UNDERLAYMENT
EXIST. R.R.'S (VERIFY) (3)-13/4"x117/8" L.V.L. 1,4/(2)-5%" 9 ELF-ADHERING "MOISTURE GUARD PLUS"
STL. PLT. HDR. /4 AC EXT. PLYWD. SHEATHING
2"x8" G.J. @16" O.G. 5-2 2"x10" R.R. @ 16" O.C.
AB
T.O.P.
EXIST. ROOF TO TYPICAL EXT. WALL CONST.
BE REMOVED ^ VINYL SIDING (TO MATCH EX)
EXISTING MASTER MATCH x 303* BLDG. FELT UNDERLAYMENT rn
O
3° RAILING EX. = W b/" EXT. PLYWD. SHEATHING c
BATH BEDROOM OVEN SPACE � \ BATH a � W
\ I = 2"x6" STUDS @ I6" O.G.
20(0U R-21 KRAFT FACED FIBERGLASS
205 210 / WG \ 208 Q BATT INSULATION (SEE HERS REPORT)
EXIST. PORCH ROOF \
TO REMAIN / PLWD. SBFLR.
\ cJ_3 V
VERIFY ALL / TJI 560 117/8" F.J. \ \ AB U
(�
CONDITIONS / @ 16" O.C. \ ROUGH 2ND FLR.
lu E1� u
T.O.P. EXIST. F.J.'S (VERIFY) T.O.P.
(3)-2"x12" d
_ W _ U
x ]BEDROOM BATH FOYER CL• MUD ROOM PWDR. - W ,� N
I =
Q103 104 105 106 107 6 Q = M
5/4" PLWD. SBFLR. 2/,q" PLWD. SBFLR. L
v H
2"x10' F.J. 2"x10" F.J.
5-4 @ 16"' O.C. ALIGN @ 16" O.G.
AB
R UGH 15T FLR. ROUGH IST FLR.
T.O.F.
GRADE GRADE
I11 _I EXIST. P.C. WALL
—x COMPACTED
.
W FILL
I
II-
II II BASEMENT
COMPACTED EXIST. P.C. SLAB
FILL TO REMAIN O
A"P.C. SLAB "/ 6X6 10/10 W.W.M. NOTE= 8"x 16" CMU PIER ON
WAT RPROOFING ON COMPACTED FILL ,:' , UNDERPIN THIS SECTION 6"x16" P.G. FTG. �J
SEE DETAIL TH15 PAGE
T.O.F. rTl F�
W
O
S ECT I ON Q
EXIST. R.R.'S (VERIFY)
SCALE: %4"= 1'—O" 12 12
EX� J EX Q �^
V 1
EXIST. G.J.'S (VERIFY)
V1
O
BATH LAUNDRY HALL w.1.C. BAT�4
206 204 202 F—"I
EXIST. PORCH ROOF O
TO REMAIN r
VERIFY ALL u
5-2 CONDITIONS
A8
EXIST. F.J.-5 (VERIFY)
"12x53 STEEL GIRDER
EX. WALL TO
BE REMOVED II
II
TO BE REMOVED
W I i BEDROOM I I KITC34EN
103
Q 5/4" PLWD. FloEXISTING
CANTILEVER ="
1L
TJI 230 x tel%" fh.V. VERIFY A
LL
ALIGN EXISTING
5_3 @ 16" O.G. I I CONDITIONS 4 `s'
S_4
ABI I I I DECK S�>r 04186
R UGH IST FLR. FOF N
T.O.F. EXIST. F.J.'S (VERIFY)
GRADE
I I I EX. GIRDER (VERIFY) II
X COMPACT EDIA-
III _
2" RAT SLAB IIGOMPACTED
O W FILL II I }� NEW EXISTING II—I FILL'
— BSMT. BASEMENT
co p ::..
VERIFY ALL •', WATERPROOFING
CONDITIONS
ALIGN
WAT RPROOFING ON
UNDER EXT.
EXT. WALL 1 5/10/22 PERr111T SET
Title
T.O.F.
No. Date
,.
'•'�' REVISIONS:
TYPICAL FDN. CONST. 71
8"x5' P.C. FDN. WALL W/ Drawn By: RMM
(2)-3*5 RE-BARS T*B
(2)-2"x6" TREATED SILL IE
SILL SEALER
TERMITE SHIELD ate: 8/10/22
5/5"d) x 12" ANCHOR BOLTS � e)��� I O� Drawing No.:
W/ 2"X2" STL.
WASHER @ 33" O.G.
WATERPROOFING AG SCALE:
WxIG" P.C. FOOTING W/ A
(3)3*5 RE-BARS A7
OF 8 SHEETS
NAILING SCHEDULE
INSTALL SIMPSON FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B MINIMUM ROOF LIVE LOADS
RIDGE TENSION STRAP 16" O.G. STRONG TIE" L5TA WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
BY SIMPSON STRONG TIE TIES Is EA. END FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
W
I 1/4" X 18" 20 GAUGE ITH TRIBUTARY LOADED
OF HDR. JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
(4) 8D COMMON NAILS EACH SIDE � AREA IN SQUARE FEET
HEADER AS NOTED F= RAFTER FRAMING MEMBER
N ROOF SLOPE 0 TO 201 TO OVER
001, ROOF RAFTER C� 16" O.G. Rofter to Top Plate (Toe-nailed) 200 600 600
o DOOR OR WINDOW Q Wall height 8 ft. 3-Bd?# 7$ per rafter
° AS NOTED Wall height q - 10 Ft. 4-Bd?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT
° Ceiling Joist to Top Plate (Toe-roiled) (113) 20 16 16
O°° Wall height 8 Ft. 3-8d?# ?$ per joist RISE 4 INCHES PER FOOT (113) TO LESS
Wall height q - 10 Ft. 4-8d?# ?$ per joist THAN 12 INCHES PER FOOT (III) 16 14 14
ROOF RIDGE Ceiling Joist to Parallel Rafter (Fore-nailed) 12 X20 Pan (Ft.28 )
R15E 12 INCHES PER FOOT (I.I) AND O
GREATER 12 12 12
3:12 Roof Slope @ 16" o.c. 5-16d 8-16d 11-I6d 14-16d
4:12 Roof Slope @ I6" o.c. 4-16d 646d 8-16d 11-16d each lop
5:12 Roof Slope @ I6" o.c. 3-16d 5-I6d 7-I6d q-16d each lap V
7:12 Roof Slope 0 16' o.c. 3-16d 4-16d 5-I6d 6-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS �,, U
q:12 Roof Slope @ 16' o.c. 3-16d 3-16d 4-16d 5-16d
12:12 Roof Slope @ 16" O.C. 3-16d 3-16d 3-1W 4-IQ (IN POUNDS PER SQUARE FOOT) �
S 1 1.4
RIDGE STRA.F W
N.T.S. Ceiling Joist Laps over Partitions (Face-nailed) Roof Span (Ft.)
8 12 20 28 36 USE LIVE LOAD O
TYP I GAL DETAIL CD 3:12 Roof Slope @ I6" o.c. 5-16d 8-I6d 11-16d 14-I6d
EXTERIOR -LEADERS " EXTERIOR BALCONIES 60 E'�I U
4:12 Roof Slope @ I6 o.c. 4-Ibd 6-Ibd 8-Ibd II-Ibd each lop [V4
5:12 Roof Slope @ I6" o.c. 3-I6d 5-16d 7-16d q-16d each lop DECKS 4O Z
7:12 Roof Slope @ I6" o.c. 3-16d 4-16d 5-I6d 6466
N.T.S. ATTICS WITHOUT STORAGE 10
q:12 Roof Slope @ 16' o.c. 3-16d 3-I6d 4-I6d 5-I6d
ROOF RAFTER 1242 Roof Slope @ I6" O.C. 3-16d 3-16d 3-16d 4-16d ATTICS WITH STORAGE 20 U� H U
ROOMS OTHER THAN SLEEPING ROOMS 40
Collor Tie to Rafter (Face-nailed) 6-5d per tie 0
Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 30 E-+
b/s'm x 12" L. x 3'-0" O.G. ANCHOR
Rim Board to Rafter (End-noiled) 2-16d each end I�1
a
BOLTS W/ 3"x3" SQ. STL WASHER. WALL FRAMING
(1'-0" FROM CORNERS) Top Plate to Top Plate (Fore-noiled) 2-16d?I per Foot
AS PER TABLE 4 1 ao
-a. Top Plates at Intersections (Face-noiled) 4-16d joints - each side TABLE R301.2(I) v (14TOP PLATE Stud to Stud (Face-nailed) 2-16d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
Header to Header (Face-nailed) I6'd 16" o.c. along edges 00
WIND DESIGN SUBJECT TO DAMAGE FROM r l 0 N
GROUND SEISMIC v
SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN
INSTALL "SIMPSON STRONG-TIE" Top or Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud FR05TLINE O "fV
LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
H-2.5 CLIPS �+ 16" O.G. W/5-8d NAILS 3-Ibd per 2x6 stud
4-16d per 2x8 stud 25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO M
MPH TO HEAVY MODERATE l0
Bottom Plate or Floor joist, Bondjoist,
_o. SIMPSON STRONG TIE MTS12 Endjoist or Blocking (Foce-noiled) 2-16d ?I ?@ per Foot
1 1/4" X 16 GAUGE STRAP W/
(4) 8d COMMON NAILS ((5) 8d FLOOR FRAMING
COMMON NAILS IN GARAGE) INTO Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist
THE ROOF RAFTER 4: (4) 8d
COMMON NAILS ((5) 8d COMMON Bridging to Joist (Toe-nailed) 2-8d each end
NAILS IN GARAGE) INTO THE WALL Blocking to Joist (Toe-noiled) 2-8d each end
STUD. Blocking to Sill or Top Plate (Toe-noiled) 3-16d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS
Ledger Strip to Beam (Face nailed) 3-16d each joist 1
Joist on Ledger to Beam (Toe-noiled) 3-15d per joist
Band Joist to Joist (End-nailed) 3-16d per joist NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF n/
Bond Joist to Sill or Top PLote (Toe-noiled) 2-16d?l per Foot 74," AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS
r-I-r812 D�T�.i L ROOF SHEATHING SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH O V
rS 2 APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
N.T.S. . . Structural Panels 8d 6" EDGE/ 6" FIELD
8 , Diagonal Board Sheathing
I'x6' Or I'xB' 2-8d each end FASTENER TYPE FASTENER SPACING T^
1'X10° Or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN
' ..•° e' W
.°�o;•:.. CEILING SHEATHING S 4'-0" 4'-6'
,e.`:•° 2Y�" u6 WD. SCREWS 16" 12" Q"
Gypsum Wallboard 5d coolers 7' edge / 10' field O n
"s8 WD.
• "••. ;,o: p' WALL SHEATHING 2yaSCREWS' 16" 16• 12• ~�
o INSTALL "SIMPSON STRONG-TIE" Structural Panels 8d see
hing Sressi Wall
o MSTA36 STRAPS P 16" O.G. Fiberboard Panels s��Zonnessthigurepaget)alting
o SECURE WITH 26- IOd NAILS 7/16" 8d 3" edge / b' field
00 25/32" Sd 3" edge / 6' Field r T,
_ WALL—TO—FND. CONNECTIONS rW1
'" Gypsum Wallboard 5d cooler 7' edge / 10' field FASTENERS AB NOTED
IN SCHEDULE ABOVE H
'o CZ N.T,S.
Hordboord 8d (see Simplified re Wall
'o V Particleboard Panels 8d Sheathing Pthissur�)ailing WINDOW PLYWOOD AS NOTED
Diagonal Board Sheathing GLASS 2"X4" BRACE • LARGER SPANS
INV or I'x8' 2-8d per support T/�
INV' or wider 3-15d per support VJlI
FLOOR SHEATHING WINDOW
Slf"1PLIFIED WALL SI-IEATNING
PRESSURE 4 NAILING ZONES Structural Panels SILL
I' or less 8d 6' edge / 12' field
n/ greater than I' IOd 6" edge / 6" field
4LDiagonal Board Sheathing V 1
Z lox(." or I'x8"
LU
< 2-Bd per support � 'i /s•
I"x10" Or wider 3-8d per support PLYWOOD STORM PANEL
/l "SHUTTER" DETAIL O r_ul Q
;o J 4L ?1 Nailing regylirments are based on all sheathing nailed 6" on-center at the Panel edge. If wall sheathin .,,,...
U is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regyirments for0.
'o structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to O
," maintain the load path.
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be
.o I permitted to be reduced to 1-16d nail per foot.
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION AF � PA WOOD FRAME CONSTRUCTION MANUAL
W O
o
x I ® ® I ( ) T
OFOR ONE AND TWO FAMILY DWELLINGS, Igg5 SSG HIGH WIND EDITION, SECTION 2. l
—1 SDETAIL 4, p'
WALL SHEATHING NAILING SCHEDULE
p I I O I p
I I I
ZONE 5 ZONE 6 I I I
I I I
FIELD � •rr.�-._ `
4" 0.C. 8" O.G. EXISTING I O O I I \�� ���')
INSTALL "SIMPSON STRONG-TIE" EDGE ROOF
H-6 TIES @ 16" O.G. W/8-8d NAILS 3" O.G. 4" O.G. I I I f Q R`f 0
H6 •' � I I I c.;#•
ALL '2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED EXISTING I I * P
i WITH 6d COMMON NAILS- 2" x IIY2' GA. - PATTERN AS ROOF ----- I I
116 INSTALL "SIMPSON STRONG-TIE" INDICATED ABOVE.
I i
L7P4 ANCHORS Co 16" O.G. W/
12- 8d NAILS j j S'T9T 04186 O�
O O I I 9' V.T.R..1" .I"D' V.T.R.
ROOF
I 2' — I 2' 2"
0 5/8u0 x 12" L. x 3'-0" O.G. ANCHOR COf"IPONENT AND CLADDING PRESSURE ZONES I ( r r
BOLTS W/ 2"x2" SO. STL WASHER. NUMBERS INDIA-17E NAILING ZONES0 I I I 2'I 2•I ?'
I I I I I 1
LTP4 BP (1'-0" 2'FROM CORNERS) 1 I 2" 2'I 1 .I 2 ?•I 12. Iz' 12' 12"
I
AS PER TABLE 3.2A 8 3.28 EXISTING I I I v I I 1 v AV I 1 LAV
ROOF
WC Wa WC
LTP4 ROOF SHEATHING NAILING SCHEDULE I I I 2ND FL.
I I I D 2 1 g' 2' 3•
' I I I �•_ 2• _ 2• 1 s.
ZONE 1 ZONE 2 ZONE 3 ZONE 4 I I I I T 1 r
I I I I we 1 AV AVWC tv
8" O.G. 12" O.C. 3" O.C. 4" O.C. I I I I IST FL. I I s" Iry
FIELD I R.
I 8/10/22 PERI IIT SET
I I I I g' 3, No.11 Date Title
I �•
E DG E I g•
4" O.G. 6" O.G. 3" REVISIONS:O.G. 3" O.G. EXISTING I I I I s'
ROOF 1
ALL Y" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I I II G O I I
I I Drawn B
WITH 8d COMMON NAILS- 2Yz' x IOY4" GA. - PATTERN AS 1 1 I I O I 3' s• y'
S4 FLR. --TO— FND. CONNECTIONS INDICATED ABOVE. O (2'10 O 1 I I I I BASEMENT Ri"fM
C.0 c 0 OEX1SYSTEM TII Date:
LSANITARY
8 FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS OO 1 I I O4 I I I I 8/10/22
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL ( I I I 4• x.H•C.I.
MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL I
CODE OF NEW YORK STATE. I I I i Drawing No.:
I I I I
NOTE: PROVIDE CONTINUOUS LOAD PAT" I I I I
FROt"I RIDGE TO FOUNDATION. ROOF PLAN I i i i FLUNBING RISER DIAGRAN
SG.: I/8" = I'-O" I J L-----�-- NOT TO SCALE
1 64
I 1 I Q
W
w Q OF 8 SHEETS
SCHEDULE
RICAN WOOD COUNCIL 130 MPFi EXPOSURE B r lINIt"tUr`1 ROOF LIVE LOADS W
FRAME CONSTRUCTION IN NIGH WIND AREAS I.DS-FORCE PER 5O—RE F007 OF "ORIZONTA.L PROJECTIOrI
�- FAMUY DWELLINGS 2019 EDITION ,, —li E5, 1995 SBC NIGH WIND EDITION,SECTION 2.
NUMER OF NAILS NAIL SP6rl—
i I I
I I I
Ex, T1NG
I
ROOF I O O I I
I I I
I I I
Q I I I
I I
I I
O I I
ROOF 31 V.T R. � �" V.T.R.I 13" V.T.R.
I I •1� •1•
O _
------ i I I 11 1 12•
I 2.. 21 2-1 ='a 2.1 2"I 21 2"1 2.1 2 1 2'� 2 I=• I=• I=. 1=.• �r
I I
O I I AV I AV AV 1 V V I I LAV N
I.
ROOF 2ND FL $• ki• 1y�• 11y" I `}4� 1ST" 1k�•
Ex19TING I i i 1�• I R
3
-r——I—--1 r— —
2 2"1 =' 2" 2" 2"--T2—12
I I O I O NG I AV. AV. � 3' LAV
I I
I I IST FL. 3 `+R. y�. �• >S' w[1!j
I U10/5/22 ZlF'EfRr--11-lr
I I I I a• 3"
I
Nol Date 11 Title
I
REVISIONS:
I I I I I �• 9• ,.
I I O 10 O I i BASEMENT
= I 1 I I I I I c.o. c.oB .
. Drawn R I 11"1
O 01 O O I I I C.o roexl
snNG Y
_�� I I I I »NITART ereTen
I
I I ♦• x.u.c.1.
I 1 0 1 I I Date:
PLUi"1BING RISER DIAGRAI"I 6/10/22
I
I
I I I NOT TO SCALE Drawing No.:
= PLAN I I I I
I 2
--I------ L----- I--
I I I I
0 1 I I e I (H) CK
.. 3
OF 5 SIIEETS