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GENERAL FRAMING NOTES= MISCELLANEOUS CONSTRUCTION NOTES: �� /�✓�
GENERAL CONSTRUCTION NOTES GENERAL INTERIOR � EXTERIOR STAIR NOTES:
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I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, 0. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE SAS
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 5/," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLA5-FIR tt2 (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 RE:OUIREMENTS SHALL SUPERCEDE THE DRAWINGS
c. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF �" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. „ '
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND 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'-O"
MAXIMUM RISE - 79/4"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND
3. ALL MANUFACTURED FRAMING MATERIALS 514ALL 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 PROJECTTIONION - �"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IV CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - 9/16"
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
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O
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THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES= AND PAPER ASSOCIATION (AF PA) WOOD FRAME CONSTRUCTION
SMALL 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
GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL
5. ALL ELECTRICAL WORK SHALT_ CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 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: M U NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL c� �]
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLE55 OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS � IJ••� x
SPECIFICATIONS. LIVE LOAD 40 PSF: a/
2• PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING O
6. PROVIDE SOLID BLOCKING CAR IX3 CROSS BRACING IN ALL FLOOR J015T 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. WHIC H EVER IS LESS.
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"
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 UNLE55 NOTED ROOF SNOW LOAD 25 PSF: 1 3 U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 7 PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH Z E•-
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS S. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR [� 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 o
B. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS.
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY
CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES=
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM. x
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE °.�" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE d
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9. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT VICINITY OF THE BEDROOMS. TOTAL EXISTING BUILDING AREA 2,677 S.F.
9. 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 5H RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE.ALL c• ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING l 00
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THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. EXISTING FIRST FLOOR 1,606 S.F. M�1 V N
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MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL N C>,
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. BOLTS LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL NEW FIRST FLOOR 258 S.F. O 00
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, 0LT5 AND CONNECTORS TO 2. PROVIDE " CEMENT BOARD AT ALL NET AREAS WALLS, CEILINGS, DECKS
10. ALL CONSTRUCTION SHALL E?E LEVEL, PLUMB AND TRUE UNLESS NOTED BE NOT 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 TOTAL FIRST FLOOR : 1,864 S.F. V pa M
LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. Q kn
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLE55
3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
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 EXISTING SECOND FLOOR 1,071 S.F.
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE
11, 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 NEW SECOND FLOOR 1,027 S.F.
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. TOTAL SECOND FLOOR 2,098 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
S. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3.
THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE TOTAL NEW BUILDING AREA 1,285 S.F.
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE
OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE TOTAL BUILDING AREA 3,962 S.F.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
YEAR MATERIAL. 4. 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 FINISHED BASEMENT 1,178 S.F.
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. ' \
GENERAL EXCAVATION C BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION EXIST. COVERED PORCH AREA 416 S.F. O V
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF SHINGLES WITH #30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE COVERED PORCH AREA 171 S.F.
A0VE THE GARAGE SMALL HAVE A MINIMUM OF A 3/. 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 �T
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. GARAGE 488 S.F.
WITH THREE COATS. PROVIDE A MINIMUM OF 1" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE.
UNDISTURBED VIRGIN SOIL kdITH STABLE MOISTURE CONTENT AND NON-SHIFTING � --`
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. W
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES.
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE 50LE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER O
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=
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING
TYPICAL EXTERIOR WALL CONSTRUCTION ZONING -CT�ASSIFICATION:
16. 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
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. W 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 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF ZONE - R40
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER SMALL 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
In. EXTERIOR WALLS- NOTCHING AND BORING- SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
SHALL NOT PROCEED WITH ^fHE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS I. NOTCHES IN EITHER2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING
EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS O
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. V l
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE 1
REQUIRED HEIGHT. GENERAL GLAZING NOTES= SOLE RE5POSIBILITY OF THE USER OF HIS DOCUMENTS AND H15 CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/5? TO THE
UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS � O
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST 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
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PREVENT DAMAGE TO THE MALL. 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 LIST OF DRAWINGS
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF ASTM E IGctb AND OF ASTM E 1886 AND R30I.2.1.2 OF
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLE55 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 UNLE55 NOTED C)
OTHERWISE. BY EXCEPTION TO R301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF
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 SHEET AI GENERAL NOTES
MINIMUM OF 3'-0" BELOW FINISHED GRADE.
e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018
5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE.
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SHEET A2 FOUNDATION PLAN � _�
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 +# +t SHEET A2.I FINISHED BSMT. PLAN
RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB SPA BARRIER NOTES=
BOTH SIDES OF THE HEADER. 1 O
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 A3 FIRST FLOOR PLAN ^"
1• THREE 2xIO'S FOR SPANS UP TO 7-0"II APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED
THREE 2x12'S FOR SPANS UP TO 9'-O". REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
1. 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 6'-B" ABOVE THE 2 THE CODE REQUIRES. SHEET A4 SECOND FLOOR PLAN
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLE55 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- SHEET A5 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 FINISM 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
3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (1)-2x6 (FLAT) FOR UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". SHEET A6 ELEVATIONS 5;���E
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS 11.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20"
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3. SHEET A /�J SECTIONS
PLANS WITH 325 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR
WALL GROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH &"0 DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL 4. SHEET A8 CODE PAGE
4. (2)-2x6 AGO 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 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. m. PROVIDE GIRDER PER PLAN PLAN
DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE \s� �4186�N�QQ
CONCRETE FOOTING AS PER PLANN U UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW PORK STATE. �TFOF Nam`
CO. PROVIDE I" CONTINUOUS RIND 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 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO c15% RELATIVE DENSITY.
9. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE: COMPRESSIVE STRENGTH OF 3,000 P51 AT 215-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND 8 I/30/25 AMENDED PERMIT
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
7 10/5/24 AMENDED PERMIT
STRENGTH OF 3,600 PSI AT 25-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO
I B/10/22 PERI"IIT 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 72 OF THE REVISIONS:
CONCRETE VOLUME. REVISIONS:
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10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By:
II. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI
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318 AND A5TM C1157 REQUIREMENTS. 4 La Date:
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL ® t a/)0/22
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CONFORMING TO THE LATEST ASTM A-615 GRADE 60. F, ?C ` Drawing No.:
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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)
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AT EXISTING SUPPORT COLUMNS OVER FOOTINGS SCALE AND AREAS OF SURFACE RUST.
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EXIST. C.J.'S (VERIFY)
l
BATS-1 LAUNDRY I-TALL w.l.c. BATH
206 204 202 �T� O
EXIST. PORCH ROOF w Q1
TO REMAIN
VERIFY ALL 1 .�
CONDITIONS (�1
T.O.P. EXIST. F.J.'S (VERIFY)
W12x53 STEEL GIRDER
I� EX. WALL TO
II BE REMOVED II
EX. WALL
X TO BE REMOVED AR ,
W I I BEDROOM I I KITCHEN 4�C��\G�pRD M.
�-
tr I I 1 o3 I I I O1
Q 3/ EXISTING
4"1 IFLIND. SBFLR. i I a CANTILEVER
�. ,
TJII �30 x Cl%," F.J.
VERIFY ALL
1f�'1 O.G. I I CONDITIONS EXISTING
AB ALIGN 1 1 DECK 041 Sr."
I
R UGH IST FLR. OF Nam`+"�O
T.O.F.
EXIST. F.J.'S (VERIFY)
GRADE
NEW
o z I III CRAWL EX. GIRDER (VERIFY)
m �
T.O.F. COMPACTED � I
- FILL EXISTING
BASEMENT
WATERPROOFING
8 I/30/25 AMENDED PERMIT
VERIFY A L L
TYPICAL FDN. GONST. LIGN 7 I O/5/24 AMENDED PERMIT
CONDITIONS
F
2 �I/30/22 REVISED
I 8/10/22 PERI"IIT SET
8"x3' P.G. FDN. WALL 1-4/
(2) tt A
- 5 RE-BARS TRB No.11 Date 11 Title
(2)-2"xb" TREATED SILL TE REVISIONS:
SILL SEALER
TERMITE SHIELD
s/e"m x 12" ANCHOR BOLTS Drawn By: RMM
W/ 2"X2" STL.
WASHER P 33" O.G.
WATERPROOFING Date:
B xl6' P.C. FOOTING W/ 8/10/22
(3)tt5 RE-BARS
SECTION Drawing No.:
SCALE: %4"= 1'—O"
A7
OF 5 SHEETS
NAILING SCHEDULE
INSTALL 'SIMP5ON FROM TABLE 2 OF THE AMERMAN WOOD COUNCIL 130 MPH EXPOSURE 8 MINIMUM ROOF LIVE LOADS
X
RIDGE TENSION STRAP 16" O.G. STRONG TIE" LSTA WFCI"1 GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
BY SIMPSONTIES @ EA. END STRONG TIE FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
1 1/4" X 15" 20 GAUGE WITH OF HDR.
TRIBUTARY LOADED
(A) 8D COMMON NAILS EACH SIDE AREA IN SQUARE FEET
in JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL
MEMBER
HEADER AS NOTED RAFTER FRAMING
N ROOF SLOPE O TO 201 TO OVER
Y Rafter to Top Plate (Toe-noiled) 200 600 600
ROOF RAFTER @ 16" O.G. U
DOOR OR WINDOW Q Wall height B ft. 3-Bd?# ?$ per rafter
° AS NOTED Wall height 9 - 10 Ft. 4-8d?# ?$ per rafter FLAT OR RISE LESS THAN A INCHES PER FOOT
° Ceiling Joist to Top Plate (Toe-nailed) (1:3) 20 16 16
Wall height B Ft. 3-Bd?# ?$ per joist RISE 4 INCHES PER FOOT (1.3) TO LESS
Wall height 9 - 10 Ft. 4-Bd?# ?$ per joist THAN 12 INCHES PER FOOT (1:1) 16 I4 IA
ROOF RIDGE Ceiling Joist to Parallel Rafter (Face-noiled) Roof Span (ft.)
RISE 12 INCHES PER FOOT (I:I) AND O
12 20 28 36 GREATER 12 12 12
3:12 Roof Slope @ 16" o.c. 5-16d 8-16d II-16d 14-16d
4:12 Roof Slope @ 16" o.c. 4-16d 6-16d 8-16d II-16d each lap T 1
5:12 Roof Slope @ 16" o.c. 3-16d 5-I6d 7-16d 9-I6d each lap v
7:12 Roof Slope @ 16" o.c. 3-16d 4-16d 546d 6-I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS K, UU
9:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d a
R I DC;E STRAP 12:12 Roof Slope @ 16" O.C. 3-16d 3-16d 3-16d 4-I6d (IN POUNDS PER SQUARE FOOT)
N.T.S. Ceiling Joist Laps over Partitions (Face-roiled) Roof Span (Ft.)
8 12 20 28 36 USE LIVE LOAD Q
TYPICAL DETAIL �
3:12 Roof Slope @ Ib' o.c. 5-Ibd 8-Ibd II-Ibd 14-16d
■ EXTERIOR BALCONIES 60 U
4:12 Roof Slope @ I6 o.c. 4-Ibd b-I6d 8-Ibd II-Ibd each lop
EXTERIOR -LEADERS w w
5:12 Roof Slope @ I6 o.c. 3-I66 5-I6d 7-I6d 9-I6d each lap DECKS 4o Z Ems"
N.T.S. 7:12 Roof Slope @ I o.c. 3-I6d 4-I6d 5-I6d 6-I6d
ATTICS WITHOUT STORAGE 10
q:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d W U
ROOF RAFTER 12:12 Roof Slope @ 16" o.c. 3-16d 3-16d 3-I6d 4-I6d ATTICS WITH STORAGE 20 ~ t�
ROOMS OTHER THAN SLEEPING ROOMS 40 Q O
Collar Tie to Rafter (Foce-noiled) 6-Bd per tie
Blocking to Rafter (Toe-nailed) 2-15d each end SLEEPING ROOMS 30
rwT•+
Rim Board to Rafter (End-nailed) 2-I6d each end
BOLTS I W/ 3"x33,S0. STL WASHOER. WALL FRAMING d C4
(1'-0" FROM CORNERS) Top Plate to Top Plate (Face-nailed) 2-I6d?l per Foot �t
a AS PER TABLE 4 r 1 00
Top Plates at Intersections (Fore-nailed) 4-I6d joints - each side v tV
TOP PLATE TABLE R301.2(1) N
Stud to Stud (Face-noiled) 2-I6d 24 o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA l�
Header to Header (Face-nailed) 00
Ibd I6' o.c. along edges ,
WIND DESIGN SUBJECT TO DAMAGE FROM t' l rn
GROUND SEISMIC v
INSTALL "SIMPSON STRONG-TIE" To or Bottom Plate to Stud End-nailed 2-I6d r 2x4 stud SNOW SPEED TOPOGRAPHICSPECIAL WIND WIND-BORNE DESIGN FROSTLINE
p ( ) LOAD (MPH) EFFECTS REGION DEBI5 ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY
H-2.5 CLIPS QD 16" O.G. W/5-8d NAILS 3-I6d per 2x6 stud �� p
4-I6d per 2x8 stud 25 PSF 130+ NO NO 1 B SEVERE 3'-0' MODERATE SLIGHT TO M
MPH TO HEAVY MODERATE �
Bottom Plate or Floor joist, Bandjoist,
a. SIMPSON STRONG TIE MTS12 Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ 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-nailed) 4-15d per joist
THE ROOF RAFTER 4: (A) Bd
COMMON NAILS ((5) 8d COMMON Bridging to Joist (Toe-nailed) 2-8d each end
NAILS IN GARAGE) INTO THE WALL Blocking to Joist (Toe-nailed) 2-8d each end
STUD. Blocking to Sill or Top Plate (Toe-railed) 3-I6d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS
Ledger Strip to Beam (Face nailed) 3-I6d each joist
Joist on Ledger to Bean (Toe-nailed) 3-8d per joist —• •• W
Band Joist to Joist (End-nailed) 3-16d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
��/( G /� Band Joist to Sill or Top PLote (Toe-nailed) 2-16d?l per foot 34." AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS F•:Ly
re2 1 751:2 DE-rA I L SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH O
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
Structural Panels 8d 6' EDGE/ 6" FIELD
Diagonal Board Sheathing
I"xb" or I"xB" 2-Bd each end FASTENER TYPE FASTENER SPACING
° I"x IO' or wider 3-15d each block PANEL SPAN PANEL SPAN PANEL SPAN
�` :'o .!•. CEILING SHEATHING
21j" ttb WD. SCREWS 16" 12" 9" O
;o Gypsum Wallboard 5d coolers 7" edge / 10" Field
WALL SHEATHING
2Y ttB WD. SCREWS
° INSTALL "SIMPSON STRONG-TIE" ° p.P Nall 12" �� u
Structural Panels see Sim t
o Sheathing Pressure MSTA36 STRAPS P 16" O.G. Nailing
Fiberboard Panels zones this page.) T
SECURE WITH 26- IOd NAILS 1i1
° 7/I6' 8d 3" edge / 6' Field f/�'\'11
° 25/32' Bd 3" edge / 6' Field
WALL-TO-FND CONNECTIONS FASTENERS As NOTED
' IN SCHEDULE ABOVE u
° (S�_�S . Wa
llboard allboard 5d cooler 7■ edge / 10'
, Field r—� ^
b Q N.T.S. Hardboard Bd (see simprned wau I�
', V Particleboard Panels Bd S Zones this�page.)aittnq
Q WINDOW PLYWOOD AS NOTED O
Diagonal Board Sheathing GLASS 2"X4' BRACE • LARGER SPANS ^
INN or I"x8" 2-Bd per support f 1 T
I"xIO" or wider 3-Bd per support r�1
FLOOR SHEATHING
SIMPLIFIED WALL SHEA-rWING
SILL
PRESSURE t NAILING ZONES Structural Panels
I" or laze Bd 6' edge / 12" field O
greater than I" IOd 6" edge / 6" Field
Diagonal Board 5heothing �/1
4< Z I"xb' or I"xB' 2-Bd per support
W4 ("x10" or Wider 3-8d per Support PLYWOOD STORM PANEL
(� "SHUTTER" DETAIL w
n :0 ?.41- I "
1 1 J 'n Nailing reep�irments are based on wall sheathing nailed b 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 recpirments for
° structural members shall be doubled, or altemote connectors, such as shear plates, shall be used to
0 maintain the load path.
O ?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be
.o I permitted to be reduced to 1-I6d nail per foot.
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN
O I W O " S MANUAL O
FOREST AND PAPER ASSOCIATION (AF * PA WOOD FRAME CONSTRUCTION MANA
FOR ONE AND TWO FAMILY DWELLINGS, 1gg5 SBC HIGH WIND EDITION,SECTION 2.
--� (S�_�3t-157,6.36 DETAIL
F, a
WALL SHEATHING NAILING SCHEDULE
Q I I Q I Q
ZONE 5 ZONE 6 I I I
FIELD 4" O.C. ell O.C.
M.
fH-G
STALL "SIMPSON STRONG-TIE" EDGE EXISTING I O O I I ° Q
TIES V 16" O.G. W/8-8d NAILS 3" O.G. 4" O.C. ROOF I I I Pt+ :
ALL EXT. PLYWOOD WALL SHEATHING TO BE SECURED
0 I I I
WITH 6d COMMON NAILS- 2" x IQ," GA. - PATTERN AS 3• V.T.R. 9• V.T.R. 3' V.T.R.
' H6 INSTALL "SIMPSON STRONG-TIE'
INDICATED ABOVE. 041 a
L7P4 ANCHORS P 16 W" O.G. / EXISTING I I 6� Q
12- 8d NAILS ROOF ------ i i ROOF '1 I I' __ , ST�TFOFN
• �O
O
r _ _ ��
_ ��
-1 I 2' —1 I I'r—
I I I I I I 12•
o' s/Snm x 12" L. x 3'-O" O.G. ANCHOR O I I 2• 2.1 2.1 2� 2.1 2.1 2' 2.1 2.1 2.1 2� 2• 12' 12• 12• 2• 2•
COMPONENT AND CLADDING PRESSURE ZONES ------ I I v I AV v v v LAV SIN
BOLTS W/ 2"x2" SO. STL WASHER. 1 1 1 1 I �
BP ( ) NUMBERS INDIATE NAILING ZONES I I I!S• R 1 ri
R, I we R. I I I sl+wR 1 ( 1 1
L7P4' I'-O" FROM CORNERS I I 2ND FL.
K' k' k k• IS" IS•
AS PER TABLE 3.2A E 3.28 I I I S 2 2• s• 2• s• 2• s,
I I I 9• g. 9•
EXISTING __ 2• ,•J 5• 2•
LTP4 ROOF SHEATHING NAILING SCHEDULE ROOF I I I rT I r— a-1---I
I I I 2• 2•I AV 2• v 2• I 2 2'
I 1 e' �Av a 1/50/25 AMENDED PERMIT
I R• 7 10/5/24 AMENDED PERMIT
O ( O IST FL. H' 2 10/5/22 DIAGRAM
MBING
ZONE I ZONE 2 ZONE 3 ZONE 4 I I I Ike• IIj• IK' I 11j•
FIELD I I I �. I - 1 S, '• 1 8/10/22 PERMIT SET
e" O.C. 12" O.C. 3" O.C. 4" O.C. I I I I I 1 12, 12• g' No. Date Title
I I I 12'
EDGE I I I I �� I I _ REVISIONS:
4" C.O.G. " O.G. 3" O.C. 3" V O.C. I I I I s• 1, s
w.n.
EXISTING I I I I BASEMENT Ik'•
ALL P2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED ROOF I I I I �52- Drawn By:
WITH 8d COMMON NAILS- 2Y2" x 10!4" GA. - PATTERN AS IRMM
SGONNEGTIONS INDICATED ABOVE. I O O I I IXISTING
I I I I COC•O• SANITARY SYSTEM
4' X.H.C.I. Date:
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS I I I I B/10/22
REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL I I I I PLUMBINGMEMBERS' RISER D I AGRAI"I
TABLE R-602.3 (1) OF THE RESIDENTIAL O I Drawing No.:
CODE OF NEW YORK STATE. -- -------i L-----i-- NOT TO SCALE
ROOF PLAN I Q I I O I O
NOTE: PROVIDE CONTINUOUS LOAD PATH Sc.: 1/5" 6 I'-0"
FRO"I RIDGE: TO FOUNDATION . A8
d
w
w
3
w M OF S SHEETS
I
p F
d U o
8° V.T.R.I 3" V.T.R. •1.3° V.T.R.
ROOF I' I�
202 2° 2• 205 20s 2, 2" 20a z
�-F Imo--� 7 r-r--1—� � _ 2• —rt T z°_� FQ ., .a
12 12° 2"I 2'1 I 12° 2° 2•I 2° 2, 2°1 r T 1 o
1 1 1 1 1 1 I 1 1 2.1 2°I 2• 12°
V V 1 � tv
1
0VWR. I W.n. I,° R IYj• IYi° � wC I WR. 1TU8 V a/ pm
_ o
2 D FL. _
2° '•+° I 2° 9° 2° I 3° 2' 2° Ri
5. 2°_ I 3° L W
104 2°r?2"r 102 9° 2"1 2'2, 105 f 2° 109
2.1 2•I tv)v
1 I2• ,2•
tv
t..
LAVD.W cIST FL. IYz U
Z z
IZ•—
2° 12• 2° 2°1 O
9" LAV I o SIN 9° I--1 DO
IY° sNw wG w.n. I [I]
BASEMENT
A
O
C.O. C.O TO EXISTING Q ��''I a
5ANITART 5TSTEn �/] V VI
4• X.FI.C.I. O vY-� q
PLUI" BING RISER DIAGRAI"I H� W¢
NOT TO SCALE F
0 MR yq+TFo�
�o
Dawn By:
wrm
041861 Qlt'.� Dat<
A�OF N
D—'g No.:
OF SHEETS