HomeMy WebLinkAbout46922-Z GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR * EXTERIOR STAIR NOTES= z ,fs
I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I, 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
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE In. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 94" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E. 1,600,000 PSI 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 SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF I4" FOR WOOD {{{
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 15 V-8" AS PER 8314.3. BUILDING DEPARTMENT NOTES .
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0"
MAXIMUM RISE - 7Ei4"
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 (W/O 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 CODE 7
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY4" CODNOTES:
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=
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (r-DX) FIR UNLESS NOTED F3l_JILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWCX)D SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH Q l
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING, INSTALL ALL PLYWOOD H &c THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES= AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION
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 MANLJAL 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
GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL O
5. ALL ELECTRICAL WORK SHALE_ CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS,
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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 8311, R312 AND R301.5 DESIGN CRITERIA:
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.
HAVING JURISDICTION. ONLY ,4 LICENSED AND INSURED ELECTRICAL w
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS
SPECIFICATIONS, LIVE LOAD 40 PSF:
G. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING O 5�ll
6. ALL CONSTRUCTION SHALL BF. BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LESS. 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" DEAD LOAD 2O PSP: �J
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 30 PSF: U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. W
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND V1 IND LOAD 130 MPH
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 x
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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= u=
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 O
CONCENTRATED LOADS AS REQUIRED. /�
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o. ONE IN EACH SLEEPING ROOM, w � �'� ,¢
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES,
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE 3e" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS.
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. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. EXIST. FIRST' FLR. LIVING SPACE: = 2,276 s.f.
RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. N
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 PROPOSED NO CHANGE �
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE s/a' CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL = 00
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS TOTAL LIVING AREA: 2,276 s.f. r m
l O
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL v CA M
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL, O
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 FRONT PORCH: = 59 s.f. H G
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 m
PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
II, THE ARCHITECT 15 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 R602.3(I) 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 t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND AL50 NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
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
MING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL NEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAHOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NEPA 72.
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 OCCUR WHEN I OR WIDEN ONE OR(MORE SLEEIPING ROOMS ARE ADDED RS, ADDITIONS OR ETHE ENTIRE RSIONS TONING CLASSIFICATION: W
13. ALL DECK JOISTS SHALL BE ACO 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. ZONE -
GENERAL EXCAVATION d BACK FILLING NOTES= 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH rs30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM J
PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES C�Y1
1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE \
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,
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION.
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15, TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES=
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
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=
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
I6. 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 VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN.
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 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.C. 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 LIST
®T DRAWINGS u
b. EXTERIOR WALLS- NOTCHING AND BORING. .Ll 1 r `/`/ �1 �I
SHALL NOT PROCEED WITH 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 I
FROM THE ARCHITECT. =.E I/_1 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED.
THE MIDD OF THE RES CHECK REPORT OF THESE DRAWINGS.
OF THF STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH,
2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL p---HT TO THE 3. THE DE51GN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE % SHEET A 1 GENERAL 'MOTES
--,f.-BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES:
SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
REQUIRED HEIGHT,
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
GUS
L
ALL,
EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE IAEXTERIOR GAZED OPENINGS IN THE 130 MPH THREE SECOND T
3. NO BACKFILL SHALL Be PERMITTED AGAINST THE CONCRETE FOUNDATION SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SHEET A2 PLANS/SECTION
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 CRO55 SECTION TEST OF ASTM E Iggb AND OF ASTM E 1886 AND R301,2.1.2 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. SHEET AJ ELEVATIONS
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW �
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x6 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED T
OTHERWISE. BY EXCEPTION TO R301.2,1,2. 4, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF (�1
A. 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 PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET A4 STRAPPING DETAILS
MINIMUM OF 3'-O" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
e. STUDS SHALL CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE.
5. REMOVE ALL SHRUBS, TREE!3 AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TOS GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM
CLIENT PRIOR TO MOVING A14Y 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 ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES=
GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES=
BOTH SIDES OF THE HEADER. 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
h, LINTELS SHALL NOT BE LE55 THAN: r-,
GENERAL CONCRETE NOTES= 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�T1I 7- ON
1, THREE 2x10'5 FOR SPANS UP TO T-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
II. THREE 2x12'5 FOR SPANS UP TO q'-0" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE (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 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 15 A55UMED 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 WEIGHT 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
3. 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 LESS THAN 24", ��F-RC�/�
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" •, T
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE PRS M
k, PROVIDE °/4" PLYWOOD SUB-FLOOR TYPICAL. 3. �� \�C` 0�
PLANS WITH 3:5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR fi
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 Y2"O DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4 =Y
4. (1 -2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL, i
) JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL � ?Ire��- �
HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION TWE OPENING SHALL BE
5. "m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM
m. PROVIDE GIRDER PER PLAN ON A"O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE X. 041$6
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE, '9T OQ'
2020 RESIDENTIAL CODE OF NEW YORK STATE. `� OFNIDN
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7, DAMP 4 WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-IR-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 COMPRE551VE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLA55 SHALL HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 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 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 M 1"t
II, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AGI
318 AND ASTM C1157 REQUIREMENTS.
Date:
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 V
WITHOUT APPROVAL AND DETAILS PROVIDED BY T14E CONTRACTORS NEW YORK
STATE LICENSED ENGINEEF?, 1 O r�L�21IFA
14, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) Ma 1 aI
HORIZONTAL, ' A
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I 9/26/21 REVISED
L EG E_N D PARTIAL No. Date Title
F E RST FLOOR PLAN __—___ ��LJ 1�117,AT X101 PLAN xEVISIONs:
EX15 T!NG "ALL SCALE= y4"-1'-0" Drawn B :
Y RMM
PROPOSED Io,dALL
Date: q/I/21
- - - - -J t�-1�.�,.L TO BE: Rlr1"TJV�D
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
Drawing No.:
PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES.
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION.
I
- OF 3 SHEETS
TYPICAL P-OOFING
EXISTING ROOF SHINGLES TO BE REMOVED
NEW ASPHALT ROOF SHINGLES
VALLEY FLASHING
12 (TYP) EXIST. COV'D PORCH
MATCH I is TO BE REMOVED
EX � �
- - - - - - - - - - - -
-
- - - - - - - - - - -
SCREEN I L
� � O
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— — — — — — — — — —
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M-�
L J L J EXISTING SIDING TO BE REMOVED cV
t`
NEW "HARDIPLANK" SIDING �
®N7 FEL-EVA-MON C ]=-A!B-r )
W O �
M
SCALE, Y4"-0-0"
12
EXI
VALLEY FLASHING
(TYP)
--- ---- ---- - - 12 EX HEAD FLASHING (TYP)
r - - - , r - - - , r- - - - - - - - - - - - - - - - -
i I I I REMOVE EXIST.
WINDOW t FILL IN, ---
I PATCH, REPAIR A J
S — AS REQ'[:).
PANEL
� �r- i �- -- — - - - -
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SOLID PANEL � �CNI'1fr Lil Milla
L�,
F—] L1:1
! I WOOD STEPS TO GRADE
L J
REMOVE EXISTING COVERED PORCH I H7 ELEVATION C uOR74-4
. . , SCALE, 4"-1'-0"
HEAD FLASHING (TYP)
_ _ - - -
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(TYP)
SCALES k-4 110811-011 `
HEAD FLASHING (TYP)
I
I- - - - - - - - - - - _- - 1 - - - - - - - - - - - - - - 1 r- -Ir- - - - - -
I
I10
I I I I I I I
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SCREEN
9/26/21 REV 15ED
IG No. Date Title
"x5\% 4"x5I "
- REVISIONS:
SOLID PANEL Drawn By:
FIN"
Date: q/1/21
i I - Drawing No.:
I I �
LEFT FELEVATION `SOUTH ) L J
SCALES 4"_V-0" Aj
,l
` I
OF 4 SHEETS
NAI IN SCHEDULE MINIUM ROOF LIVE LOADS
L G �D L� M
INSTALL "SIMPSON (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
RIDGE TENSION STRAP 16" O.G.
STRONG TIE" L5TA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE S BY SIMPSON STRONG TIE TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN NIGH WIND AREAS
I 1/4" X IS" 20 GAUGE WITH OF HDR.
TRIBUTARY LOADE
FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION AREA IN SQUARE FEET
(4) 8D COMMON NAILS EACH SIDE 0 FOR ANY STRUCTUR L
:21 JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING MEMBER
HEADER AS NOTED N ROOF SLOPE
O TO 201 TO OVER
Y RAFTER FRAMING 200 (000 600
U
O ROOF RAFTER C-D 16" O.G. -- -----_--- - --- - - ! Q Rafter to To Plate Toe-nailed
O DOOR OR WIN r - -J, -- 1 P ( ) FLAT OR RISE LESS THAN 4 INCHES PER FOOT
o AS NOTED Wall height 8 ft. 3-8d?# ?$ per rafter (113) 20 Ira 16
o — l ! Wall height 9 - 10 Ft. 4-bd?# ?$ per rafter
o ( ! C
RISE 4 INCHES PER FOOT (113) TO LESS
eiling Joist to Top Plate (Toe-noiled)
THAN 12 INCHES PER FOOT (111)
o --- -- -_ __ -- -- - Wall height 8 Ft. 3-ed?# ?$ per joist 16 14 14
Wall height cl - 10 ft. 4-8d?# ?$ per joist
RISE 12 INCHES PER FOOT (III) AND O
ROOF RIDGE
Ceiling Joist to Parallel Rafter (Face-noiled) Roof Spon (ft.) GREATER I
12 12 12
-- ---- 12 20 28 U. r
1 3:12 Roof Slope @ Ib" o.c. 5-I6d 8-I6d II-16d 14-I6d V
4:12 Roof Slope @ Ib" o.c. 4-I6d 6-I6d 8-I6d 11-I6d each lop C
5:12 Roof Slope @ 16' ox, 3-16d 5-I6d 7-I6d 9-16d each lop MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
7:12 Roof Slope @ 16' o.c. 3-16d 4-164 5-I6d 6-I6d (IN POUNDS PER SQUARE FOOT)
DG
C /� 9:12 Roof Slope @ 16" O.C. 3-I6d 3-16d 4-16d 5-I6d
RDG'
I E STRAP 12:12 Roof Slope @ I6" ox. 3-I6d 3-I6d 3-I6d 4-I6d
N.T.S. USE LIVE LOAD
Ceiling Joist Las over Partitions Foce_nailed Roof Spm (ft.) rL O
TYPICAL DETAIL ` 12 20 28 36 EXTERIOR BALCONIES 60 U
3:12 Roof Slope @ I6" o.c. 5-I6d 8-I6d 11-I6d 14-I6d
EXTERIOR HEADE (� W
RS Z
4:12 Roof Slope @ Ib' o.c. 4-16d 6-I6d 8-I6d I]-]6d each lop DECKS 4O
N,T.5, 5:12 Roof Slope @ 16' o.c. 3-I6d 5-16d 7-I6d 9-I6d each lop ATTIC5 WITHOUT STORAGE 10 W U
7:12 Roof Slope @ 16' O.c, 3-I6d 4-I6d 5-I6d 6-I6d ATTICS WITH STORAGE 20 F"-•1 a/
ROOF RAFTER 9:12 Roof Slope @ I6" O.C. 3-I6d 3-I6d 4-I6d 5-I6d n L Q
12:12 Roof Slope @ Ib" ox. 3-I6d 3-16d 3-I6d 4-I6d ROOMS OTHER THAN SLEEPING ROOMS 40
SLEEPING ROOMS 30
F�1 O
Collor Tie to Rafter (Face-noiled) 6-8d per tie Q
C
Blocking to Rafter (Toe-noiled) 2-8d each end
6/1,"0 x 12" L. x 3'-O" O.C. ANCHOR
BOLTS W/ 3"x3" SO. !BTL WASHER. Rim Board to Rafter (End-nailed) 2-I6d each end a
(P-O" FROM CORNERS) WALL FRAMING00
cP
AS PER TABLE 4 U
o, Top Plate to Top Plate (Face-noiled) 2-16d?! per foot TABLE R301.2(I) N
TOP PLATE Top Plates at Intersections (Fore-nailed) 4-I6d joints - each side CLIMACTIC AND GEOGRAPHIC DESIGN CRITEF X
Stud to Stud (Face-nailed) 2-I6d 24" o.c. - — WIND DESIGN In
GROUND SEISMIC SUBJECT TO DAMAGE FROM :
Header to Header (Face-nailed) I6d 16" o.c, along edges SNOW SPEE DESIGN U m M
TOPOGRAPHI SPECIAL WIN WIND-BORN FROSTLIN N
INSTALL "SIMPSON STRONG-TIE" LOAD (MPH) EFFECTS REGION DEB15 ZONE CATEGORY WEATHERIN DEPTH TERMITES DECAY 0
H-2.5 CLIPS P 16" O.G. W/5-5d NAILSTop or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud
25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATESLIGHT TO
3-I6d per 2x6 stud MPH TO HEAVY MODERATE _ J
4-I6d per 2x8 stud hr�Yl
SIMPSON STRONG TIE M-17512m
512 Bottom Plate or Floor joist, Bdjoist,
° 1 1/4" X 16 GAUGE STRAP W/ Endjoist or Blocking (Face-noiled) 2-I6d ?! ?@ per Foot SIMP50N BEARING
(4) 8d COMMON NAILS ((5) 8d
FLOOR FRAMING PL BP /4
COMMON NAILS IN GARAGE) INTO
THE ROOF RAFTER 4 (4) 8d Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist HEADER AS NOTED
COMMON NAILS ((5) 8d COMMON
ON P
LANS
NAILS IN GARAGE) INTO THE WALL Bridging to Joist (Toe-noiled) 2-8d each end • •
STUD. Blocking to Joist (Toe-noiled) 2-8d each end SIMPSON POST GLAZING PROTECTION -FROM WIND—BORNE DEBRIS
F�
Blocking to Sill or Top Plate (Toe-noiled) 3-I6d each block GAP PC66 u
Ledger Strip to Bean (Face noiled) 3-I6d each joist THREADED ROD rIw"'I
Joist on Ledger to Beam (Toe-noiled) 3-8d per joist II NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
Bond Joist to Joist (End-nailed) 3-I6d per joist HOLLOW LOAD '4i' AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW. PANELS
�/{ f BEARING COLUMN SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH
S2 I IT"S 1 2 DETAIL Bond Joist to Sill or Top PLote (Toe-noiled) 2-Ibd?! per foot II APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
H HW
SHALL BE PROVIDED IN ACCORDANCE WITTHE CART BELO .
> ROOF SHEATHING
Structural Panels 8d 6' EDGE/ 6" FIELD O 7
Diagonal Board Sheathing FASTENER TYPE FASTENER SPACING
'• °.'. I"Xb" Or 1"x8" 2-Bd each end PANEL SPAN PANEL SPAN PANEL SPAN
S 4'_O.. y._6' 6'-8' 1�1
•° �:o I"x10" or wider 3-8d each block II 2Y2" a6 WD. SCREW
CEILING SHEATHING
° INSTALL "51MPSON STRONG-TIE" Gypsum Wallboard 5d coolers 7" edge / 10" field 2SZ' >sB wD. SCREW
o MSTA36 STRAPS C� 16" O.G. o '' •a: o' G I6" 1/e" I2"
SECURE WITH 26- IOd NAILS WALL SHEATHING h
n SIMPSON POST
DECK HEADER BASE PC66
'0 Sheathing Pressure t Nailln lified Wall AS PER PLAN
Structural Panels 8d
0 Fiberboard Panels Zones this page.)
7116" 8d 3" edge / 6" field DECOKD SIMPSON
WALL—TO—FND. CONNECTIONS 25/32" 8d 3" edge / 6" Field 1 BASE PBG(. L� 1
FA5TENER5 AS NOTED ^ 11
P.G. PIER IN SCHEDULE ABOVE
Gypsum Wallboard 5d cooler 7" edge / 10" field
Hardboard 8d ) (�S'mpllfed Wall [.1.-;....:;1WINDOW PLYWOOD AS NOTED r-1
3 Sheathing Pressure i Nailln `' GLA-55
n Particleboard Panels 8d Zones this page.) II " 2"X4" BRACE F LARGER SPANS
F--1 Diagonal Board Sheathing 1 �•;` • 'Ji
1"xb" or I"x8" 2-8d per support
i
I"x10" or wider 3-8d per support
SIMPLIFIED WALL St-IEATI-IING wlNDow
FLOOR SHEATHING SILL
PRESSURE t NAILING ZONES
Z Structural Panels S� HOLLOW COLUMN TIE-DOWNS
I" or lcao 8d b" edge / 12" Field /�
�f greater than I" IOd 6" edge / 6" field A-4 N.T.S.
Diagonal Board Sheathing PLYWOOD STORM PANEL
L/nL I"xb or I"x8 2-8d per support
1"x10" or wider 3-15d per support 'SHUTTER" DETAIL
0
?! Nailing reci irments are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathin
o is nailed 3" on-center at the Panel edge to obtain higher shear capacities, nailing regy irments for
O structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to E--I
° maintain the load path. F...r
Q I ?permhtted to sheathing
ear deuced tis ot-16dOunaiwepeercfootcted members, the tabulated number of nails shall be NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF * PAS WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TWO FAMILY DWELLINGS, IgO15 SBC HIGH WIND EDITION, SECTION 2.
IQ ® I
(S--�S "57ASG DETAIL
ETC. ENTIRE 1'-O' 1'-O' 1'-O" 1'-O• I'-O' 1'-O• L'
WALL SHEATHING NAILING SCHEDULE � BEAM LENGTH
ZONE 5 ZONE 6 EXISTING
ROOF
G�EaED AR
INSTALL "SIMP5ON STRONG-TIE" FIELD MULTIPLE MICRO-LAM MEMBER As STEEL FLITCH PLATE ��S C,,yI
H-6 TIES @ 16" O.G. W/8-8d NAILS 4" O.G. 8" O.C. NOTED ON PLANS (IF INDICATED ON PLANS)
HGi •` rr.. M
EDGE "6'm BOLTS W/LOCK WASHERS Q\v `ti 70
3" O.G. 4' O.G.
H6 ; INSTALL "SIMPSON STRONG-TIE"
L7P4 ANCHORS CM 16" O.G. W/
ALL y�" EXT, PLYWOOD WALL SHEATHING TO BE SECURED MICRO—LAM / FLITG�--I PLATE BOLTING• DETAIL
12- 8d NAILS
/ WITH 6d COMMON NAILS- 2" x 11112" GA, - PATTERN AS
N.T.S.
INDICATED ABOVE. .11 pG
.O ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO V�qT,(04 r ov1
BE BOLTED AS SHOWN. `OF tNqj `O
%"m x 12" L. x 3'-0" O.G. ANCHOR
BOLTS W/ 2"x2" SO. STL WASHER.
SP (1'-0" FROM CORNERS)
LTP4 AS PER TABLE 3.2A 4: 3.28
' COMPONENT AND CLADDING PRESSURE ZONE
NUMBERS INDIATE NAILING ZONES
LTP-4
EROOFG 3" V.T,R, I 3" V.T.R. 1
ROOF
ROOF SHEATHING NAILING SGHEDUL
6. 2= 1 Z.
2" _f� z" 12* 12' 12-
2• 2°� I I
ZONE I ZONE 2 ZONE 3 ZONE 4 nv we 1
IST FL. El
uv I
Ik• sH k
Tu5 ,
FIELD
8" O.C. 12" O.G. 3" O.G. 4" O.G. 2' s
?" 2• 3
No. Date Title
EDGE
g• REVISIONS:
4" O.G. 6" O.G. 3" O.G. 3" O.C.
S 4 FL-R. —TO— FND. CONNECTIONS N SGT I ON S ALL Y2' EXT. PLYWOOD WALL SHEATHING TO BE SECURED 2" 2" Drawn By:
J� 4 N•T.S. WITH 8d COMMON NAILS- 2Y�" x 10%" GA. - PATTERN AS BASEMENT RMM
f-� INDICATED ABOVE. EXISTING Date:
ROOF
C.O. C.O. TO AN APPROVED '
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS I I C,p, aO SANITARY SYSTEM
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL
NOTE: PROVIDE CONTINUOUS LOAD PATH MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL I I Drawing No.:
CODE OF NEW YORK STATE.
FRO" RIDGE TO FOUNDATION . I I
010 Ole �FLUMBING RISER DIAGRAI'•'i
ROOF PLAN NTS
N.T.S.
OF 4 SHEETS