HomeMy WebLinkAbout51331-Z �n 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 SPECIFICATION'S
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51331 Date: 10/30/2024
Permission is hereby granted to:
Julianna LLC
175 Oxford Blvd
Garden City, NY 11530
To:
construct foundation under pre-existing accessory storage building as applied for.
Premises Located at:
870 Love Ln, Mattituck, NY 11952
SCTM# 140.-2-17
Pursuant to application dated 09/17/2024 and approved by the Building Inspector.
To expire on 10/30/2026.
Contractors:
Required Inspections:
Fees:
Foundation $250.00
CO Accessory $100.00
Total S350.00
a Z__
wilding Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
;a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 lit.L/www. oufhol'dto nn . o�
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only .� �
24
PERMIT NO. !!��3L_ Building Inspector
Applications and forms must be filled out in their entirety. Incomplete TOWN aF SOUT11017
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 PROPER :
Name: Ste v LZ►v At A,�s.. ,� �I w,�A SCTM# 1000-
Project Address: �.� Owwc q,.n� + ( lltIA
Phone#: titEmail:� ,�
Mailing Address: 0X
X") 1
CONTACT PERSON:
Name: a v .Arr
Mailing Address:
!' cJ ► 1
Phone#: � l� •�� Email: - to n
DESIGN PROFESSIONAL INFORMATION:
Name: 1GNA (-i)Alrr e,04 TPC--r
Mailing Ad ress;. Vol. 60
Phone#: 0"6 ( - TG .0-7 Email: MrA'V #"E L� CP41
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $ 161060
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes go
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenaWo
d restrictions with respect to
this property? ❑Yes IF 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
Ordinance of the Town of Southold,Suffolk,county,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
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): leg t? —0 A . I. A . ErAuthorized Agent El owner
Signature of Applicant: Y Date: I !Lf I2
STATE OF NEW YORK)
SS:
COUNTY OF QI )
)AI HAI--o being duly sworn, deposes and says that (s)he is the applicant
(Name of in "vidual signing contract) above named,
(S)he is the 4 ) -TS UT -
(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 th�gitthh
BARBARA H. TANDY
Sworn before me this ,Notary Public,State Of NeWVb,I
No. Ili TA6Q66001
ual(fied In Suffolk Count
day of 2D "
Notary Public
PROPERTY OWNER AU n iORIZATION
(Where the applicant is not the owner)
ck�' 1 residing at
do hereby authorize to apply on
my b th cif Southold Building Department for approval as des ibed herein,
Lq
,Owne s i ature Dat
Print Owner's Name
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SITE DATA
5CTP'i# 1000-140-2-17
OWNER: STEVEN 4 JANINE RACANELLI
175 OXFORD BLVD., GARDEN CITY, N.Y.
ZONE: RO (RESIDENTIAL OFFICE)
LOT AREA: 50,512 S.F. (0.6g5q AC..)
BLDG AREA:
_ cD APB
EXISTING BLDG. 1,450 S.F.
EXISTING BARN 660 S.F. ; €'
F _
EXISTING RAMP 225 S.F. ,'
2,335 S.F.
LOT COVERAGE: S%
SITE INFORMATION TAKEN FROM
SITE PLAN PREPARED BY DONALD G. FEILER
ARCHITECT LAST DATED AUG. 30, 2017
SITE PLAN
FOR
#870 LOVE LAB
TAX MAP
DISTRICT 1000 !SI11, TUATE
SECTION SECTION 140 lTTUC
BLOCK 02
LOT 17
TOWN OF 5OUTH0LD — SUFFOLK COUNTY, N.Y.
— SCALE: 1" INCH — 40' FEET
AREA: 50,512 S.F. (0.6g5q AC)
PREPARED q/15/24
RICHARD A MATO, A. I. A.
A R C H I T E C T
P.O.BOX 2284, Aquebogue N.Y. 11931
(631)523-5879 rmatoarchitect@gmail.com
1 .
GENERAL CONSTRUCTION NOTES, GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR * EXTERIOR STAIR NOTES.
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
Sss��
NEW YORK STATE. ALL LOCAL BUILDING 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 %" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
J
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR I32 (NORTH) WITH AN E- 1,600,000 PSI 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 DRAWINGS FOR WOOD C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF I/"
2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING � OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3. BUILDING DEPARTMENT NOTES .
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
MAXIMUM RISE - 73Y"
2. ALL CONSTRUCTION WITHIN THE: 130 MPH THREE SECOND
B. 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 NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION
- �"
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/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES,
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
A. 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 O
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 52" 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. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND rr
G
5, 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
S. DOUBLE FRAME ALL OPENINGS UNLE55 NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, RB12 AND R301.5 DESIGN CRITERIA M a NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL : Q,
DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS. 2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING LIVE LOAD 40 PSF: O
6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF:
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.C. WHICH EVER IS LE55.
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" E-
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: 5 �I U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPHE-
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND rZ
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR W U
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= ~
WORM SQUARE FOOTAGES: Q m
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL
GENERAL WALL BOARD NOTES: I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS-
CONCENTRATED LOADS AS REQUIRED. Q
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a. ONE IN EACH SLEEPING ROOM.
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALL5 AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE a
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONGEALED FLOORS AND VICINITY OF THE BEDROOMS. Q
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 FOUNDATION 695 S.F. T 1 0�0
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL `./
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS.
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE GOATS OF SPACKLE. N O"
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ISO
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS + O �
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS u t*1
�+.{
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 5/8" FIRE RATED GYPSUM WALL BOARD LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. . In
SHOWN UNLESS NOTED OTHERWISE. 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
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, II. 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 R602.3(1) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" 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 i 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
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR 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. ZONING CLASSIFICATION:
CONCRETE, MASONRY STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE +
YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE ZONE - RO
13. ALL DECK JOISTS SHALL BE ACID AT 16" O.G. 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.
GENERAL EXCAVATION * BACK FILLING NOTES+ 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH n30 FELT OVER 60 MIN. GRADE 'D' BUILDING
ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 1% HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM • •
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 /� >_.
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/5" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION.
UNDISTURBED VIRGIN 501L WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. O
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. [�
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING I5, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES-
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF a• 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=
T I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A
TYPICAL EXTERIOR WALL CONSTRUCTION O
16. 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
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START
a. 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 SOIL 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 2015 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 NEW YORK STATE.
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY LIST OF DRAWINGS
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. 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
E W
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. THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/5 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. rTl
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. SHEET A 1 GENERAL NOTES w
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE It. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND B. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE
REQUIRED HEIGHT. GENERAL GLAZING NOTES,THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/87 TO THE SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS SHEET A2 PLANS & SECTIONS
3. NO BAGKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 602 OF THE
I. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GU5T SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
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 WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A SHEET A3 ELEVATIONS
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF ASTM E Iggb AND OF ASTM E 1886 AND R301,2.1.2 OF 1.
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER.
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
OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF SHEET A4 CODE PAGE W rr�ll
A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET V
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 O
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 Y�
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 51TE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END.
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. O
e. FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE al: RESCUE NOTES=
BOTH SIDES OF THE HEADER. GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES=
I,
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES, h. 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 A5 PER
I. THREE 2xIO'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE
II. THREE 2xl2'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 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 i. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. THE CODE REQUIRES.
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 15 ASSUMED TO BE A MINIMUM OF 4,000 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 AA" 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 LESS THAN 5.7 SQUARE FEET
0 P TO 7'FOR AT 6 I I. ( )-2x (FL ) U - " !
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24"• `V M. �C
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-7"
d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" �V�PPp
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE 1" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3,
PLANS WITH VS REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR \F A u 1
I
WALL GROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. � I �
TO WALL WITH Y2'm DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TEGO ALL 4 ' 1
4. (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
HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 04AB OQ�
S. %"o DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3Y2"O DIAMETER STEEL COLUMN ON POURED \ is
PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R3I0.2 OF THE
OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER.
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. TgTE OF
6. PROVIDE 1" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
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 Al' 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 PSI 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 3,600 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO
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
CONCRETE VOLUME. REVISIONS:
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
.I, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AGI RI"Il"f
318 AND ASTM C1157 REQUIREMENTS.
Date: q/I G/24
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
STATE LICENSED ENGINEER.
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) ' Al
HORIZONTAL.
OF 4 SHEETS
to
of I I Mo
ZI
8n I IB'_I�/4n Z I EXISTING I STORAGE I EXISTING STORAGE
Ld
U l w I I � 3 u
Q I EX. R.R. EX. R.R. I VERIFY ALL I z
CONDITIONS x
al I I w u
m I in
VERIFY ALL UNEXCAVATED -' I I UNEXCAVATED I I I I Q o
'' O � O
4" P.C. SALB V4/Gx6 4" P.G. SALB W/Gx6 I CONDITIONS I ( I Q
'o.(o W.W.M., OVER I I 10,(o W.W.M., OVER I O
VAPOR BARRIER I I VAPOR BARRIER ( r I I EX. R.R. ( Q
rl 00
V 00
A I I A
X 00
5.. XIST. REPLACE IN-KIND"
r ' . f I EXIST
REPLACE "IN-KIND" REPLACE "IN-KIND"
toI- - - - - - - - - - - - - - - - - - - - - J
EXIST.
NOTE=
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. O
NOT RESPONSIBLE FOR CHANGES "ADE WITHOUT NOTIFICATION. — \
NEW W
FOUNDATION PLAN
EXISTING FLOOR PLAN �
SCALE: 4"—I'—O" �
EXISTING BLDG . WALL
TO BE LOWERED ONTO Q
N Ew FOUNDATION W O
Q � H
5/8" (P x 12 " ANCHOR BOLTS w/ 2 " X2 " STL . ( I ) - 2 'IxG " TREATED SILL PLT .
EX. R.R.
CONTINUOUS COPPER
4 " P . C . SLAB w/ GXG110/ 10
12 TERI"IITE �t SILL SHIELD OVER VAPOR BARRIER
EX.
EX. G.T. 12 EX. EX. R.R. — 41
GRADE T �- d - _ ID M. N/TF c .
M �
SEE DETAIL _
THIS PAGE — EXISTING BUILDING d5 R — BAR �/ RT I CA L , '
CF—XISTINGBUILDING ST'ORAGE
UILD NGORAGE CF=XISTUILDINGINGORAGE 186� OQ�"
c1
TO BE SUPPORTED AND LIFTED - II
� AFTER INSTALLATION OF NEW FOUNDATION, - I s 04 y
EXIST. BUILDING TO BE LOWERED AND SECUREDTEOFN�
z COI"IPACTED FILL
VERIFY ALL VERIFY ALL
S_3 CONDITIONS CONDITIONS I _ I I
1 A4
= = (2 ) — =5 RE — BARS T$B
-I�I— " =I I—� =I 1=I l I=i =I =I
-III C I—I�I—I -ITI—TI—I •..I I I-i
Z =I ':I I=I -I —fl =I 1 —I12, I p..
- 4 P.C. SALB IN/Gx6 _E=III I I — ,: — TYPICAL FDN. GONST.
10,to W.W.M., OVER - =I =i = = :
11 ,; III I IiI,�;Ii = ��iil .� i ,� 8"x3'-6" P.G. FDN. WALL W/
VAPOR BARRIER
(2)-3t5 RE-BARS 74B a d
(I)-2"xG" TREATED SILL TE AS NOTED
SILL SEALER
TERMITE SF-HELD
/6"(P x 12" ANCHOR BOLTS W/ 2"X2" STL.
No. Date Title
WASHER @ 33" O.C. REVISIONS:
(�A BLDG. SECTION
Drawn By:
R 1"f 1"f
A2 SCALE: ,4"=l'-0" TYPICAL FNID . SECTION
Date: q/I 6/24
SCALE: I " = l ' —O" Drawing No.:
OF 1- SHEETS
0
TYPICAL ROOFING r 1
RE-ROOF EXISTING `J p
Q� M U
TYPICAL SIDING p
RE-SIDE EXISTING
W W
z �
w x
U
~ p O
Cm
O
EXISTING STORAGE � d
BUILDING r l
V I00
t
N c�
x 00
r l p n
CEX15TING STORAGE
REPLACE "IN-KIND" REPLACE "IN-KIND" REPLACE "IN-KIND" BUILDING
I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I L — — — — — — — — — — — — — — — — — — — J
O
FRONT ELEVATION (W FEST) RIGHT ELEVATION (SOUTH )_
SCALE: %4"-I'-O" SCALE: 4"-I'-0" V 1
O
h--I
W �
l
TYPICAL ROOFING �W O
RE-ROOF EXISTING M�
O w
TYPICAL SIDING O
RE-SIDE EXISTING
D M.
REPLACE
C
C
EXISTING STORAGE EXISTING STORAGE
BUILDING � BUILDING � STgT�OFNE`N����
L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — J
REAR ELEVATION ( EAST) LEFT ELEVATION ( EAST) No.11 Date 11 Title
SCALE: I/4"-I'-O" SCALE. Y4"-i'-O" REVISIONS:
Drawn By:
RI"("
Date: q/1 6/24
Drawing No.:
A3
OF -4 SHEETS
INSTALL "SIMPSON
STRONG TIE" L5TA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B
TIES @ EA. END WFGM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS MINIMUM ROOF LIVE LOADS
OF HDR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION (IN POUND'S-FORCE PER 'SQUARE FOOT OF HORIZONTAL PROJECTION)
N
HEADER AS NOTED JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING TRIBUTARY LOADED
RIDGE TENSION STRAP 16" O.C. N AREA IN SQUARE FEET
SY SIMPSON STRONG TIE 71 �L
RAFTER FRAMING FOR ANY 57RUCTURAL
I I/4" X IS" 20 GAUGE WITH DOOR OR WINDOW Q Rafter to Top Plate (Toe-nailed) MEMBER
(4) 8D COMMON NAILS EACH SIDE AS NOTED Wall height B ft. 3-8d3 ' per rafter ROOF SLOPE O TO 201 TO OVER
Wall height 9 - 10 ft. 4-8d" '' per rafter 200 600 600 O L-
�. Ceiling Joist to Top Plate (Toe-noiled) FLAT OR RISE LE55 THAN 4 INCHES PER FOOT C�
Wall height 8 ft. 3-Sd5 '' per joist (1:3) 20 I6 16
RAFTER P 16" O.G. Wall height 9 - 10 ft. 4-Sd" ' per joist
RISE 4 INCHES PER FOOT (1:3) TO LE55
° Ceiling Joist to Parallel RoFter (Face-nailed) Roof Span (ft.) THAN 12 INCHES PER FOOT (l:l) Q
12 20 28 36 16 14 14 U
o RISE 12 INCHES PER FOOT (1.1) AND O'', a
o° 3d2 Roof Slope @ 16' o.c. 5-Ibd B-16d II-I6d 14-16d GREATER �-
4:12 Roof Slope @ 16" o.c. 4-I6d 6-I6d 8-I6d II-16d each lop 12 12 12 fT1 x
5d2 Roof Slope @ 16" o.c. 3-16d 5-16d 7-I6d 9-I6d each lap
ROOF RIDGE 7-12 Roof Slope @ 16" o.c. 3-16d 4-16d 5-I6d 6-I6d Q
9:12 Roof Slope @ I o.c. 3-16d 3-16d 4-I6d 5-I6d > U
12112 Roof Slope @ Ib' o.c. 3-I6d 3-I6d 3-I6d 4-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
Ceiling Joist Lops over Partitions (Face-nailed) Roof Span (ft.) (IN POUNDS PER SQUARE FOOT) W W
TYP I GAL DETAIL 0 12 20 2B 36 U
EXTERIOR -LEADERS 3:12 Roof Slope @ 16" o.c. 5-16d B-16d 11-16d 14-16d USE LIVE LOAD
1 R I DG'E STRAW 4d2 Roof Slope @ I o.c. 4-16d 6-16d 8-16d II-I6d each lop
N.T.S. 5:12 Roof Slope @ Ib" o.c. 3-I6d 5-I6d 7-Ibd 9-Ibd each lap O
N.T.S. EXTERIOR BALCONIES 60 GQ �
7:12 Roof Slope @ Ib" o.c. 3-16d 4-16d 5-16d 6-16d
9:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-16d DECKS 40
I 12112 Roof Slope @ 16" o.c. 3-16d 3-I6d 3-I6d 4-I6d 10 d FG
•�.{ ATTICS WITHOUT STORAGE Q,
Collar Tie to Rafter (Face-nailed) 6-5d per tie ATTICS WITH STORAGE 20
Blocking to Rafter (Toe-nailed) 2-8d each end ROOMS OTHER THAN SLEEPING ROOMS 4O
Rim Board to Rafter (End-noiled) 2-16d each end SLEEPING ROOMS N �
ROOF RAFTER 30 x 00
WALL FRAMING
C
Top Plate to Top Plate (Face-noiled) 2-16d' per foot N
Top Plates at Intersections (Face-nailed) 4-I6d joints - each side
Stud to Stud (Face-nailed) 2-I6d 24" o.c.
I'--I Ll.
Q Header to Header (Face-nailed) Ibd I&" o.c, along edges TABLE R301.2(1)
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
S I I"I P L I F I E D WALL SHEATHING To or Bottom Plate to Stud End-nailed 2-I6d per 2x4 stud
o P ( ) p WIND DESIGN
TOP PLATE PRESSURE NAILING ZONES
3-I6d per 2x6 stud GROUND
SPEED SEISMIC SUBJECT TO DAMAGE FROM
LOAD TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN EEP
4-16d per 2x8 stud (MPH) EFFECTS REGION DEBIS ZONE CATEGORY WEATHERINGTERMITES DECAY
130+ NO NO I B SEVEREMODERATE SLIGHT TO
Bottom Plate or Floor joist, Bandjoist, MPH TO HEAVY MODERATE
Endjoist or Blocking (Face-nailed) 2-I6d ' T per foot
FLOOR FRAMING
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-15d per joist
n o I O Bridging to Joist (Toe-nailed) 2-8d each end
IF}1- o SIMPSON STRONG TIE H8 I Blocking to Joist (Toe-nailed) 2-8d each end r_1
I I/4" X 20 GAUGE STRAP W/ I Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block W
o (4) Sd COMMON NAILS ((5) 8d O
0o COMMON NAILS IN GARAGE) INTO A• Ledger Strip to Beam (Face nailed) 3-I6d each joist
THE ROOF RAFTER 4: (4) 8d I O Q I Joist on Ledger to Beo'n (Toe-nailed) 3-5d per joist GLAZING PROTECTION FROM I WIND-BORNE DEBRIS I��•�'COMMON NAILS ((5) 5d COMMON an
Y. Bd Joist to Joist (End-nailed) 3-I6d per joist
NAILS IN GARAGE) INTO THE WALL I I Bond Joist to Sill or Top PLote (Toe-nailed 2-I6d' ram/
STUD. I O O 1 ) per foot
NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF -
ROOF SHEATHING 74,° AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS W
O
Yi p' SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH O Structural Panels 8d 6 Di " EDGE/ 6" FIELD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
agonol Board Sheathing SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
S2 �--IS DETAIL I'xb' or I"xB" 2-5d each end rT ,
I"x10" or wider 3-15d each block
WALL SI--IEATl•-LING NAILING SCHEDULEFASTENER TYPE FASTENER SPACING
A N.T.S.
f� CEILING SHEATHING
PANEL SPAN PANEL SPAN PANEL SPAN
Gypsum Wallboard 5d coolers 7" edge / 10" Field S 4'-O" 4'-G. V-8'
%5"(P x 12" L. x 3'-O" O.G. ANCHOR ' " 12" W
WALL SHEATHING 2 >ab wD. sCREws 16
BOLTS W/ 3"x3" SO. STL WASHER. ZONE 5 ZONE 6 O
I'-0" FROM CORNERS Structural Panels 8d see Simplified watt 12"
( ) Sheathing Pressure t Nailing 2S'2° seB WD. SCREWS
AS PER TASLE 4 Fiberboard Panels Zones this page.)
FIELD
4" O.G. e" O.G. 7/I6" 8d 3" edge / b" field W
25/32' 8d 3" edge / 6" field
EDGE
3" O.C. 4" O.G. Gypsum Wallboard 5d cooler 7" edge / 10" field
INSTALL "SIMPSON STRONG-TIE" Hardboard 8d j (see Simplified Wall FASTENERS AS NOTED
H-2.5 CLIPS is 16" O.G. W/5-Sd NAIL5 ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED Particleboard Panels 8d Sheathing Pressure t Nailing IN SCHEDULE ABOVE
Zones this page.) W O
WITH bd COMMON NAILS- 2" x II%" GA. - PATTERN AS Diagonal Board Sheathing
INDICATED ABOVE. I"x(o" or I"x8" 2-8d per support WINDOW PLYWOOD AS NOTED
I"XI0" or wider 3-Bd r supportGLpsS 2"X4" BRACE • LARGER SPANS
Pe I�
FLOOR SHEATHING
Structural Panels
I" or less Bd 6" edge / 12" field WINDOW
r COMPONENT AND CLADDING PRESSURE ZONES greater than I" lod 6" edge / 6" field F� U
NUI"IBERS INDIATE NAILING ZONES Diagonal Board Sheathing h""1
I"x6" or I"xB"' 2-6d per support
1"x10" or wider 3-8d per support
ROOF Sl—IEAT44ING NAILING SCHEDULE Nailing re3"on-cen are based on wall sheathing nailed higher
shear
ci the panel edge. If wall sheathing PLYWOOD STORM PANEL O
is nailed 3' on-center at the panel edge to obtain higher shear capacities, nailing regyirments for "SHUTTER" DETAIL
structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to
maintain the load path.
' When wall sheathing is continuous over connected members, the tabulated number of nails shall be
ZONE I ZONE 2 ZONE 3 ZONE 4 permitted to be reduced to I-I6d nail per foot.
O
FIELD
8" O.G. 12" O.G. 3" O.G. 4" O.G. �J
EDGE
4" O.G. 6" O.C. 3" O.G. 3" O.G.
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
c " ALL k" EXT. PLYWOOD WALL SHEATHING TO BE SECURED
WITH 8d COMMON NAILS- 211," x lOk4" GA. - PATTERN AS FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL
INDICATED ABOVE. FOR ONE AND TWO FAMILY DWELLINGS, 1gg5 SBC NIGH WIND EDITION, SECTION 2.
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS �E0 ARCH/REFER TO T
MEMBERS' "FASTENERS- TAB E R602~3 ( ) OF EDULE OR STRUCTURALTHE RESIDENT AL C?�� �D M Mq Cj
SS WALL--TO-1=ND. CONNECTIONS CODE OF NEW YORK STATE.
N.T.S. v _ O
• S, 041 g61 y j�
TqT�OF N�
NO-T-E: PROVIDE CONTINUOUS LOAD PATH
F RO1"I RIDGE TO FOU N DAT 1 ON.
No. Date Title
REVISIONS:
Drawn By:
R 1"f 1"I
Date: q/I G/24
Drawing No.:
AM
OF SHEETS