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G LATEST RF-VI51ON FOR THE 2020 RESIDENTIAL CODE OF 15.00 MATER AND SANITARY SYSTEM 17.15 Landings (Section R311) Stairways - a floor or landing to be provided at top and bottom - No landing required at
GENERAL 5 P E G 1 F 1 GAT 1 O N✓NEW YORK STATE AND ENERGY CONSERVATION 7.05 Plashing - Aluminum flashing, lead coated, flash all wall penetrations. Plash top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is
CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Plash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door, a landing is not required
CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress doors - a floor or landing shall not be more
1.00 Survey data taken from survey: 16.00 11I5GELLANEOU5 than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation
2.00 SITE WORK 7.06 Caulking/Sealant - as selected by Builder. different below the threshold of an exterior door is limited to 7 3/4", provided the door does not swing
2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 7.07 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or over the landing (not applicable to storm doors). (Section R311.)
d l 17.16 Emergency ll b
shall etc
bracing,shoring,pressure,posed erlmp , g, g, ., ae employed su
walls due to anypp
as required. All footings to bear o�i virgin soil, pressure assumed bearing cap 2 T5F. leaders. Color - white. To drywells if required. tp Escape and Rescue Openings (Section R310). Bilco enclosures with direct exterior access
Lntil the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements.
2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS walls until floor system installation is complete.
17.17 Stairway Treads and Risers (Section R311) Maximum riser height to be -13/4". Minimum tread depth
Pill beneath structure shall be compacted to 95% density as per ASTM D 1557 emergency p p 16.02 LNhere drawings are in conflict with other drawings or details to be 10". Stairway width - stairways to be a minimum of 36" in width at points above the
8.01 Openings for emer enc use shall include doors or operable arts of windows located g g , the contractor shall notify y y
Method D. Backfill shall not be placed against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not tie architect for clarification. Do not scale drawings. permitted handrail height. Handrails may project a maximum of 4 1/2" on one or both sides of
concrete is of a sufficient strength and the walls are braced at both top and bottom impede egress in an emergency, shall have a minimum area of 5.7 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction stairways. Minimum clear stairway width at and below the handrail height, including treads and
by framing lumber or temporary bracing. and landings, to be: 31 1/2" with handrail on one side only, 27" with handrails on both sides.
height of 24" and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs
finished floor in all above grade stories. All glass within 18" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 3/8„ between greatest and smallest riser heights. Within
2.03 Drainage at footings - as required 4 diam. perforated plastic pipe to dry well If soil
each flight, maximum variance of 3/5" between greatest and smallest tread depths. Stairways with
conditions require it. Backfill shall not be placed against the existing foundation walls
Grade floor openings should have a min. net clear opening of 5 sq. ft.
16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required
until the concrete is of a sufficient strength and the walls are braced at both top and 8.02 Minimum window requirements per room is b% of floor area for light and 4% for end lawful orders of any public authority bearing the performance of the work and shall promptly for treads at least 11 in depth. (Open risers cannot permit the thru passage of a 4" sphere.)
bottom by framing lumber or temporary bracing. ventilation. notify the architect if the drawings and specifications are at variance herewith. 17.18 Stairway Height (Section R311) Min. headroom of 6-8" for stairways and landings. Headroom height
3.00 CONCRETE 16.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of
3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb.
fees arising out of or resulting from the performance of the work provided that any such claim, 17.19 Special Stairways s
3.02 Concrete shall be; a min. 3000 psi class @ 25 days unless noted otherwise. Porches 8.04 Entrance doors to conform to NY5 Energy Gode. damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread
y (section R311). Winders to have minimum tread width of 26 .
depth to be at least 6 3/4 at walkline.
steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there
8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 17.20 Smoke Alarms (Section R313) Where multiple smoke alarms are required, interconnection is required.
3.03 Reinforcing Rode - ASTM A-305: b/b x10/10 WWP ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in
in footings only inhere variation in soil conditions require, and where soil does not 8.06 Guards shall be provided in accordance with Section R312 may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements
and cellars, on each level in split level dwellings where an intervening door is located between
provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no
intervening door between the adjacent levels and the lower level is less than one full storybelow
3.04 Formwork shall be well braced true to dimension, level and plumb and foundation 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existingdwellingrequiring building
has been designed for grades less than 5%. the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded withand wired & interonnected
struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm.
3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges b". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local
shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility of the contractor. 17.21 Handrails Size (Section R311) Two methods prescribed with option of accepting handrail with
equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2";
3.06 Footings at different levels shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NY5 Energy Conservation code, if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type II
rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on
maximum slope of 1 vertical to 2 horizontal. residential code in NYS. both sides of rail, with specific dimensional criteria set forth in code.
8.07 Section R312 Window opening control devices shall comply with 17.00
4.00 MASONRY A5TM F20g0 The window opening control device, after 17.01 All envelope systems shall be in accordance with the latest revision of the NYS Energy Conservation Code. 17.22 Handrails (Section R311) Located at 34" vertically above nosing of treads. Min. of one handrail
operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point
4.01 Concrete Masonry Units shall meet A5TM G-q0 grade A; solid block ASTM G-145 to fully open, shall not reduce the net clear opening area of the 17.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted
grade B. Shapes as required; 25 days old before installation. Minimum net window unit to less than the area required by Section R310. enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (Section R312) Railing is to be
compressive strength of block to be 2500 psi.
a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in.
9.00 FIN15HE5 17.03 Guard rails where required . (5ectionR312) above floor or grade below.
4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish %" 17.23 Draftsto in and Fireblockin
at masonriJ walls below grade. 9.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per U5 17.04 The code describes the height of a building as the vert. distance from the grade plane to the pp 9 g (Section BaledR302) Where a floor membrane above and
Gypsum Company recommendations. Use water resistant type as substrate for ava height of the highest roof surface. Grade plane is lowest point of grade from any distance 6'-0" ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping
away from house. to be provided under following circumstances: ceiling suspended under floor framing, floor
5.00 METALS ceiling as per NY5 Building Code. y framing constructed of truss-type open-web or perforated members. Materials for draftstopping
5.01 Anchor bolts shall be 5/8" diameter embedded 7" in poured concrete and 15" in17.05 Atft access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise
unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter-
10.00 GA5T-IN-PLAGE CONCRETE above (R501.1) approved., 1/2" gypsum board, 3/8" wood structural panels, 3/5" Type2-M-W particleboard
mediate bolts as, per chart on seet A-2.. other approved materials.
p 10.01 All reinforced concrete shall be furnished and installed in accordance with the
current AGI-318 "Building Code Requirements for Reinforced Concrete." -
5.02 Metal Joist Hangers and Ty-Dourns shall be used at all joists with direct bearing. 17.06 �'tairway Illumination (Section R303). All interior and exterior stairs to be provided with illumination, including rJEE RES GHK
15 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11 .00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing �I R(5"**(
�O
All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in I `�
1) E
11 .01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation
5.03 Nails - number sand type for each application as called for in the WFGM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for
11.02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with I, Peter Podlas Architect certify that these plans as modeled
modified proctor. staircases light switch at top and bottom of stairs. meets or exceeds all requirements of the 2020 RG NY5 &
6.00 WOOD 17.07 l'4henever an alteration is made to a residence, the entire residence has to have hardwired smoke 2020 NY5 EGGG and all current energy codes specific to the
11 .03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (Section R314). local jurisdiction in which this home is built. I further attest that
6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. the certified Home Energy Raters report, adheres to the
17.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (Section R302). requirements of the 2020 EGGG as per his required submitted
Termite shield -� Copper Kraft g p
11.04 The maximum vertical distance measured from the top of a basement floor slab to analysis and certification.
6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 17.09 Landings at exterior doors.
structural lumber noted below (6.08). Type of Wall Height (section R311)
8" block w/#5 rods @ 48" o.c. 8 ft.
6.03 Bridging - wood cross bridging - as required by code. 8'-0" O.G. 5" block w/#5 rods @ 40" o.c. q ft. 17.10 Lioht, Ventilation and Heating (Section R303) Habitable room to be provided with aggregate
8" concrete (unreinforced) max unbalanced backfill hgt 7 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required
6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 5" concrete 5' wall (reinf.) #4@ 40" OG Vert.,#4 within top 12" and at midpoint in rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. First Floor XXXX 5Q. FT.
shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill hgt b ft. Ojtdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of Second Floor 68 5Q. FT.
prior to installation. 8" concrete q' wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms.
Garage xxx 5Q. I=T.
6.05 Floor Deck - 51b" plywood, standard C,-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. 8ft. Porch XXXX 5Q. FT.
%" plywood finish underla menu below all vinyl flooring ore equal. Glue to joists. ,� �� 17.11 Ceiling Heights (Section R305) Minimum ceiling height of 7'-0" to the lowest projection required for
y y g q 1 10 concrete 10 wall (reinf.) #6 @34 oc vert. max. unbalanced backfill hgt. q ft. habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry Deck XX 5Q. FT.
12.00 MA50NRY rooms, and basements Habitable basements areas, with reduction to 6'-8" at beams, ducts and other
6.06 Roof Deck - %" plywood G-D-X 1DPPA, exterior glue. obstructions. Minimum height of 64" permitted in nonhabitable areas of basements and hallways, with • This drawing has been prepared in accordance with the provisions of Title VII, Article
12.01 Concrete masonry units (CMU) to ASTM G-90.
6.07 Sheathing 1/2" plywood G-D-X. DFPA, exterior glue
reduction to 6'-4" at beams, ducts, etc. 145, Sections 7200-7209 of the NY5 Education Law. It is a violation of said law for
-
6.05 Wall Studs - 2 x 6. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 17.12 Sanitation (R306 and R307). Toilet, bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed
have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q% moisture clearances and clear floor space as shown in Fig. R307.2. Shower compartments to have professional Architect to alter any portion of this drawing in any way. If any part of
content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft. above the floor this drawing is altered, the altering Architect shall affix to the item altered his seal and
the notation altered by followed by his signature, the date of alteration and a
6.Oq Siding to match applied over 15 Ib felt or Tyvek
12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. 17.13 Hazardous Locations (Section R305) Specific hazardous locations where specific description of the alteration.
glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors •
6.10 Plywood - all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES This drawing has been prepared for the specific project indicated, and is an
all other requirements of applicable US Commercial Standards for the type, grade (ether than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted b and the sole property of Peter T. Podlas, PC.
q pp yp in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging y' p p y
and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs This drawing may not be copied or used, in whole or in part, by any party without the
fabrication and erection of structural steel for buildings adopted by the AISG. and showers. Where an art of building wall encloses such compartments, glazing within 60" expressed written consent of Peter T. Podlas, PG. Infringements or any use of this
y p g p g g drawing for an of
6.11 Provide double joists under all parallel partitions. g y her purposes will be prosecuted to the full extent of criminal and
vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy of this drawing not containing this notice or the
13.02 All structural steel shall be in accordance with the ASTM specifications, A36 surface, 5 ft. horizontally out.) See Figure in Section R308 Architect's seal and signature, in red ink, will be rounds for prosecution.
6.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. g 9
with double uprights, 9'-0" and over with triple uprights, unless otherwise noted. 17.14 Automatic Fire Sprinkler System NOT required to be installed (Section R313) ' There shall be no master filing of this plan with any building department and shall
See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar
connections as in the latest edition of the A15G manual. year from the date listed below.
6.13 All pre-engineered lumber shall 'be Georgia Pacific GPI series wood I-beams and . This plan is for the building lot address below and is for a one time use Dated
LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 11/1q/21. Address: 2650 Pine Tree Road, Cutchogue
installed as per manufacturers recommendations. Web stiffeners shall be required
at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board NRCHITter
components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. s po GENERAL NOTES &
7.00 THERMAL AND M015TURE PROTECTION C �'f d� SPECIFICATIONS
NOTICE: BUILDER'S PLANS
NOV 2 3 20 1
7.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL The Contractor warrants to the Architect that he possesses the particular competence and skill in 1, `.•' �,. y r
grade walls. Also add vapor barrier as per 3.05. , ` .� Q LIAPPAS BATH ADDITION
construction necessary to build this project without full engineering and architectural services, and, \ � ���, � v '�U!LGifJ�3 DEOT
14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owner ` .•' y i TOWN OF SOUT OLD
7.02 Sill Seal - 1/2" x 5 1/2" Compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty
p g p
and at the express request of the Contractor or Owner,the Architect has under taken a limited scope ......__.T.-�` PETER T. PODLAS
of professional services. The construction documents provided by the limited services shall be termed
7.03 Insulation - See° Building Section 14.02 Provide clock type day/night thermostat. " Builders Plans" in recognition of the Contractor's sophistication. Construction will require that the ARCHITECT
Contractor adapt the" Builders Plans"to the field conditions encountered and make logical adjustments BOX 1058,REMSENBIURG,NY 11960 631-325-0929
14.03 Provide smoke detectors as per NYS building code. in fit, form, dimension and quantity that are treated only generally by the " Builders Plans". In the event DATE 11/1q/21
7.04 Roofing - 30 year arch. shingle with 6 nails per shingle additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of Al
14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the SCALE: AS NOTED
Architect of responsibility for the consequence. Page 1 of 4
HURRICANE SHUTTERSGENERAL � CATIO � 2020 RESIDENTIAL GODS OF NEW YORK STATE &
Double Plate Splice UNIFORM CODE 5UPPLEMENT5 INCLUDING LATEST
ENERGY CONSERVATION CONSTRUCTION CODE
- 4'_Q" The General Contractor is to provide the SUPPLEMENT
For exposures "B","G","D" 41-011 Plate structure with 1/2" GDX plywood panels w/ [NY)R1 01.1.1 Amendments of New York state coda books.
' t re-drilled holes for fastening screws for all
Building Dimension 6x10 Min. Splice Length p 9 In Chapter 1, the term "New York state code boobs" shall Include the Residential Code of New York State (I.e., this pub'llcation), the Building Code of New' York State, the
Windows and Doors. Panels to be Plumbing Code oft�leW York state,the Mechanical Code of New York state,the Fuel Gas Code of New York state, the Fire Corte of New York state,the Property Maintenance
Ground snow load 20 Flood Zone X
5 p I i ee numbered and stored on site in a dry area. Code of New Fork State, the Existing Building Code of New York state,and the Energy Conservation Construction Cotte of York State, Provisions in an one or more of the
Wind Speed 128 (13) 16d ea. �
York code oos may e amended time to time by provisions in 19 NYCF'R Parts"1220 to 1227'or 19 NYCBR Part 1240, as currently n effect and as hereafter
Side Of 5 Use #S Wood Screws - 2" embedment: k Sttdbbbdd f � yi
(* windspeed.atcouncil.org) Exposure B IIGe p Top16" OG for 0' - 4'-0" Panel span amended from time to time. If tris publication is nov/or hereafter so amended, references In this publication to"this code"small be deemed to be references to this publication as
Topographic Effects NO Special Wind Region NO
Wind Bourne Debris Zone No Seismic Category B below plate 10" OG for 4'-0" - 6-0" Panel span so amended. If any other NewYork state code boot: is now or hereafter so amended, references ire this code to such other Neve York State code book shalt be deemed to be
2-4,° -61, 8" OG for 6-0" - 8'-0" Panel span references to such NewYork state code boor:as so amended.
Air Freezing Index 599 Weathering Severe
ok-
Frost line Depth 36" Termite moderate to heavy Er
Section Rg05 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in
Winter Design temp 15 Mean Annual temp 51 1- 1-o" Use #10 Wood Screws - 2" Embedment: accordance with A5TD7158. Asphalt shingles shall meet the classification requirements of
Ice Shield Required < 8/12 24", > S/12 36" Bottom p g q
16" OG for 0' - 4'-0" Panel span Table R905.2.4.1 for the appropriate ultimate design wind) speed. Asphalt shingle
Ceiling Live Load 20 P5F "TOP VIEW " plate 12" OG for 4'-0" - 6'-0" Panel span packaging shall bear a label to indicate compliance with A5TMD7158 AND THE
2nd Floor Live Load 30 PSF g" OG for 6-0" - 8'-0" Panel span REQUIRED CLASSIFICATION IN Table R805.2.4.1. Exception: asphalt shingles not
15T Floor Live Load 40 P5F
included in the scope of A5TMD7158 shall be tested and labeled to indicate compliance Exterior Deck Load 40 P5F with A5TMD3161 and the required classification in Table Rg05.2.4.1. Table Rg05.2.4.1
Avg. Dead Load (all) 10P5F Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7" embedded into concrete, provides classification of asphalt roof shingles.
max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt
washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts Section 8804 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided
Spans Exposure B, G, D Douglas Fir#2, Fb = 850 ,psi, E= 1,600,000 and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with by attaching a minimum A inch (12.7 mm) gypsum board or a min. 3/8 inch wood structural
top plate and spike top plate to bottom plate with (3) 16d common nails each side of BLOCKING PERIMETER panel sheathing, that complies with Section R803, to the bottom of GJ or roof trusses and
„ IN FIRST SHEETS
splice in lieu of having both anchor bolts within 12 of splice on the bottom plate. o TWO BAYS connected to wall framing in accordance with Figures R804.3.7.1 8(1) and R804.3.7.1 (2),
;2x6 2x8 2x10 2x12 (Note: the bottom plate splice must have a least one anchor bolt within 12' from its RR'S INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall
NAILING consist of G-she ed or track section with a min. thickness of 33 mils. For sum board
Rafters 12"oc 12-6 15-10 1 q-4 22-5 end) R6O2.11 INTERIOR AREA p
`� gypsum
16"oc 10-10 13-8 16-8 -5
SHEETS PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table R804.3.7.1. For a
NAILI2 6-0 /AREAp 9 9
NG
Glg Joists 12"oc 15-0 18-1 23-3 2wood structural panel sheathed ceiling, the diaphragm m len th shall be not less than 12 ft.
for building widths less than 36 feet or not less than 14 ft. for building widths greater than or
�-, '•
_ 16"oc 13-0 16-6 20-2 26-0
1 st Fl. Joists 12"oc 10-8 14-2 18-0 20-11 �% TYPICAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6
16"oc cl-8 12-8 15-7 16-1 TYPICAL ROOF inches oc at panel edges and a max 12 inches oc in the field. The required lengths in
• 2nd FI. Joists 12"oc 11-10 15-7 1q-10 23-4 SHEATHING Table R804.3.7.1 for gypsum board sheathed ceiling diaphragms shall be permitted to be
16"06 10-9 14-2 17-5 20-3 Table 602.3(1) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table
- ---1111--_-----------------1111-- E .. E
8804.3.7.1 for gypsum board sheathed ceiling diaphragms by 0,9 shall be permitted if all
---- - - - _ - ------- ----`1111-- -- - - 1111---- --
I [NUMBER AND TYPE - 16d common (3 12 0.162 )
-- --------1111-- - -- --
SPACING AND LOCATION
-- 1 "x ^" 16"o c face nail panel edges are secured with screws spaced at 4 inches oc Table R804.3.7.1. Provides
ITEM I DESCRIPTION of BUILDING ELEMENTS I OF FASTENER a, Bottom plate to joist, rim joist, band joist or 111 1- .__„____-___,__111.1__-1111_.-_-__ 1.111____ 111.1 .._._ - -.._-___. ._-- ..._......__. .. _ 111,1 _. the required lengths for ceiling diaphragms at gable endwalls gypsum board sheathed, with
I -_------------------ -- -- - --------- ---_ - --- ��-- 14 blocking not at braced wall panels) 116d box(31/2"x 0,135 ), or a ceiling height of 8 feet.
--------------------------1111-- 9 ( P } 1 12"o.c, face Waif
Roof
3 0.131 nails
... .........__._.__..___---1__111-...------_-----,--_ _--.--.-_._-11 11--___111.1.._ .--____--
__1.11 _1..__.._..___._..--.-----------_-.___ ----.-----._.._.._.___---------1.1____11_..-_---_-_-_- ____ __-______ ._ ___-____--______--_-___-.. Where wind is > 130 mph use Solid blocking-- _--___-- ____._-__-____-____---_---_---___-___1111 ---____-_,---_____-_. p g @ 1st two end bays
4-8d box(21/2" x 0.113")or 13-16d box(31/2"x 0.135"); or I 3each 16"o.c.face nail Section Rg05 underlayment and high winds. Underla ment applied in areas subject to high
�3-8d common (21/2"x 0,131"); or Bottom plate to joist, rim joist, band joist or � 1 of END WALL @ 48 OG. Blocking to receive a min. of(2) Sd @ y g y pp j g
e ( z Toe nail 15 12-16d common(31/2"x 0.162');or ( 2 each 16' o.c.face nail
1 ;Blocking between ceiling joists or rafters to top plate i „); blocking (at braced creel panel) ieach end of blocking. ( 121 ) wends above 140 mph, in accordance with Figure R30 1.2('4)A shall be applied with
3 10d box(3 x 0.128 or 14-3"x 0 131 nails 4 each 16"c.c. face nail
3-3" x 0,131"nails
__` _1_____111________________.__________________.__.______________._._______._._______._____- _______ ---___-_-__-__---___..-__________-__.__-__,_________________._...._._ ._'_..._..___-___-.111.1_.-._.___._____._.__1 corrosion resistant fasteners in accordance with the manufacturer's installation instructions.
• x
?_
---
._--
-----------------
------------------------------------------1111-- 4-8d box(2 /2 0.113 ), or ;4'lfin{; Fasteners are to be applied along the overlap not farther apart than 36 inches on center.
( 2 xl " ) ! 3-16d box(31/2"x 0.135°');or Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph
_1111 y 9 p q P
4-8d box 2 / 0.1X 0.131 or I ., ; �`� 1r3,r,„t.°�
3 8d common (2 /2 ), 14-8d common 2 / x 0.13fi '; or Toe nail
2 ;Ceiling joists to top plate Per joist toe nail 1 ( 1 2ff °j I ;,:1�: pR! 76 t mr shall comply with ASTM D486g Type IV or A5TMD6757. The underlayment shall be
3-10d box(3"x 0.128"): or 14-10d box(3"x 0.128");or ,
ft P, , ��,,,,;, attached in a grid pattern of 12 inches between side laps l IJith b in. spacing at the side laps.
3-3" x 0131°°nails 16 Top or bottom piste to stud 4-3"x 0.131"nails bfR[ 99 Vm'FA„ Underlayment shall be applied as required for asphalt shingles in accordance with Table
-
_...................__ ___.. ._...1111_ _._
3-16d box 3162"x 0.135" ; or
P ll5v#„l:,h R805.1 .1 (2) Underlayment shall be attached using metal or plastic cap nails with a head
4-10d box(3"x 0.128"): or { )
;Ceiling joist not attached to parallel raver, laps avert-16d common(31/2" x 0.162");or ;,,i.s ;,P dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The ca
3 partitions see Sections 8802.3.1, 8802.3,2 and 3-16d common 31! " 0.162" or „ . End nail � _- g g p
p l ( 2 y }; Face nail 3-104 box(3 x 0.123 ), or o 174 nail shank shall be not less than 12 gauge with a length to penetrate through the roof
Table 8802.5.1(9)] 3-3"x 0.131"Walls sheathing or not less than 3.4 inches into the roof sheathirn . Exception: As an alternative,
- 4-3" x 0.131"nails 3-10d box(311 x 0.128"); or ? _._ 1111__ __. __ . _- adhered underlayment complying with A5TMD1970 shall Ibe permitted. 8805.16.7 wind
1111-___
Ceiling joist attached to parallel rafter(heel joint) 17 Top plates,laps at corners and intersections 2-16d common(31/2"x 0.162");or l Face na°1 r•, 2.4 resistance. Photovoltaic shingles shall be tested in accordance with procedures and
__.._................_.............__.. -11.1.1._.. ..__
4 ;[see Sections 8802.3.1 and F1,802.3.2 and ETable R802.5.1(9) Face nail 3-3" x 0.131"nails ! -e ;o 2z acceptance criteria in A5TMD3161. Photovoltaic shingles shall comply with the
____ ----------___--_____� _ ______-- _-„ _______- _ _--________1.11.1 __i-__ 1111- _ --_ 01 I classification requirements of Table 805.2.4.1 for theappropriate max. basic windspeed.
T�h{a Rsn�fii 1(Rii
3-8d box(2 /2 x 0.113"); or ___.. . _______ ____.._-._._., ___ ... _ .
111,,1
4-1od box(3" x 0.123"): or 2-8d common(21/2" x 0131"); or j 0 tet', Photovoltaic shingle packaging shall bear a label to indicate compliance with the
l 18 1"brace to each stud and plate Face nailct,c;7
2-10d box(3"x 0.128"); or _........_...-_ procedures in ASTMO3161 and the required classification from Table R8052.4.1.
Collar tie to rafter,face nail or 11/a"x 20 ga,ridge strap to �... .
5 ;3-10d common (3" x 0,148");or Face nail each rafter 2 staples 13/4,, v
rafter I Section 8805 Rooftop-mounted Photovoltaic systems 880712 Wind resistance. Rooftop-
------------------
r7`:x1.1 0.151
14-3"x 0131"nails 3-8d box(21/2" x 0.113");or _ _.____.._1111_._.._... ___ _._ mounted photovoltaic panel or modules systems shall be installed to resist the component
�._._-_. __-_1_ 111-- 1 [f fF rr'_;4 �1,6 p
- - - 2-sd common (2 12 x 0.131 ), or - - -- - and cladding loads specified in table R301.2(2) adjusted for height and exposure in
'3-16d box nails (31/2"x 0.135"), or €2 toe nails on one side and 1 toe nail 19 11" x 6"sheathing to each bearing Face nail 1 g p
i3-1Od common nails(3" x 0.143"); or 2-104 box(3 x 0.123"):or _____1111.__-__-. ____.__ accordance with Table R301.2(2).
6 Rafter or roof truss to plate on opposite side of each rafter or 2 staples, 1"crown, 16 gat, 13/4"long
;4-10d box(3"y 0,128");or - ---- -----1111-_ --- 1111-- -
truss'
____._ _.____-_--� 111_1 --- -_._--__-_1___11_1 __ _ ms• ") ,i in J
Section 8602 Wall anchor BOLTS- 1/2" DIA- late washers not less than 3x3 x3/1 6".
4-3"x 0.131"nails 3-8d box(21/2,° x 0,113"); or "3i r7, B r.
r. .r r.
1 ------------111------------- --- 1 __.___. --------
------------- _. .r p r.
----------------_------------------------------------..___.---------------------------_--_-_�------------_-_- ----1111-- 3-8d common (2112"x 0.131"); or I -1, c>,, Max bolt spacing shall be 48 oc for two stories in height, 72 oc for one story in height.
4-16d(31/2"x 0.135"), or
3-10d box(3" x 0.128");or ; ___._,__._.................................._.... ......
i 13-1 od common(31/2" x 0,148"); or r.ou;-GW x(ufis; died)
Toe nail 3 staples, 1"craven, 16 ga„ 13/4"long _..................____.__.._...._........_______..___........-.._...___.....___-_-_1111. R602.1 0.8 Roof Rafter ties to wall
14-10d box(3"x 0.128").or _ _ ter1 nap far fecal !eve,€o a t. ate
Roof rafters to ridge,valley or hip rafters or roof rafter
4-3°' x 0.131"nails 1 20 1"x s"and wider Breathing to each bearing Vi'ider than 1" x 3rr Face nail rr ;wc- 4th, orix ;•« Jurisd7V.tion. 8602.1 Wall bracing as per 8602.1
_ ____----__-__---_----_------___-_..______-111____1_.-._______1111__ E '
7 to minimum 2"ridge beam �3-16d box 3112" x 0.135");or 4-$d box(21/2" x 0.113"}: or Table RB;02_1 1
2-16d common (31/2"x 0.162"); or j 3-8d common{21f2i0 x 0.131");Or
End nail i 3-1 Od box(3"x 0,128"),or
3-1od box(3' x 0,128 ), or Rafter or Truss Uplift Connection Forces From ,mind
3-3° x 0.131"In 4 staples, 1"crown, 16 gat, 13/4"long
� ae_
y 1111- ----1_ __ _ - __--1111-J
(Pounds Per Connection )
16d common(31/2" x 0,162") 24"o.c.face nail
.7r•f'L4r1rY4V trrst.� ; .ori, i Roof Pitch R Pitch Prs ch Ra P Ph1 ch
8 Stud to stud(not at braced wall panels) 10d box(3" x 0.128"); or j . . . _ .......t.......____'_...._ °�4__ _..
' ^ f it�t iso t _ _'qZ-5-17 -�_ �... a c.
16 O.C.face nail l 2 5'12 r 5:12 5:12 - -<5:12otR , <5:12 Pitch
M.12 a2 5;12
; i � ,. ... ..... .. ................ ,,,..,,..,w.m.,..,w, -.e.�..e.... ,..,,...w,.... 1,111,,,....,,... ...Y_._o-..»w...,-.w..a,.:.,..,...«,...w....«.....4 1111
3" x 0.131"nails
i2 :9 30 E 95 A 12; tt
-__________----
._____----------
_------
_. .____.___....-_......._.......___.__._._-__._.._..._...__-.._.___,.-__.._._-___.._.__.________.,..____.__._�.�,.__-.__.-__________ - _..._....._ , y�,j.�j �; y
. 1
--
S ,I_ `
i 16d box(31/2" x13.135"); Or 1 #_111.1 1E, ,,. E, _.i.. 1- 74 66 st - 2'�,._.._ i2 �
Stud to stud and abutting stuffs a#intersecting wall corners 12 o.c.face nail ( ! t 1
I g 9 " [NY]TABLE D1€1 _1.111 -
9 3 x 0.131 nails J f
`
w
e wallpanels) -- - -- --- -- - -- -- 1111- - - - - -------------- ,
(at braced al ----1111-- ---- ----------1111- -1111 --1111--
1 1^7 14
24 # �'' G"a �'� 1�0-��'" l 1+w� 6 t�f 1��' �� 17�$ 1
16d common(3 /2"x 0.162") 16"o.c.face nail a i 4' 79 { 6.1 _.,. �� s ;4z fir:, 1e7 t ��? 21 ecu
--.,-__ _-_1111-----__-__ _______._______� __- -------_-_----_.__: __1111____-- --____-- DEGREE DAY AND DESIGN TEMPERATURES FOR CITIES IN IEW Yt}RK STATE t 12°o c. , . _..._....�..__ t _ .__ j_.._..,._.. ___. ... l
-___ _
______________________
r 16d common(31/2" x 0,162") 16"o.c.each edge face nail € 1G� e' two I 12� } �5 1 �»� 262
DESIGN TEMPERATURES 17c
___._____._...____.. _;__ ____..__. ....___.- __ _. __ __ HEATING ro..r m _�
10 Built-up header(2"to 2"header�r✓fith 1/2"spacer) ___.,__-_.__ i 1 s, s,4 82 ' 106 143-� 132 .21`3 t2•' -,�64 244 1
16d box(3 12 0.135 ) 12"o.c. each edge face nail f �y ,�•y__.__r__...+.}_.___...
0.113");
• Summer 1 ,.. �w:. 1'u H.G. w_ 1si.H , 3 ^E_ 1br`" -.�,J B 311 ......,,_._..._-_._._ .„„ ,�
•. .t 3 1?.�. t
Q A4 ((__-_�
DEGREE �ir`�
I O �5-8d box(21/ "x 41.113" . or Winter bi/b'�.a
'
DAYS DEGREES
01 i ,l r g l bs r�r'Sl',i' •..✓.,
2 } � J� 3 C'r 11F "t ...n,�,�F C �i
11 (Continuous header to stud 4-8d common(2112" x 0.131"); or Toe nail �} Wet
1 �____ _,.___.__ ..._.__...- 146, - --�(--- - - - y � 1 Unauthorized
b�a l to T1-fA e C bulb Ai9 447 53 � t„-,C,,...,.. 12^ E 1 1 4 6
4-10d box(3"x 0.128") (yearly Dry (NORTH . . m.. #, _m �, alteration or addition to this plan is a
E 1
_----------- ______________ __.._____._-.___.__-_______.._____._ __._.___ _------- _-_ ____-_,____..___._________ _ _ _ s violation of section 7209 of the NYS
1 i STATE STATION total} '97112°!tg tilt% 21/�°lo LATITUI�E� � °� -`�: ..�'� �-.__._. , ee lq" � 1r'#r, l 1�2 F las ;,�¢ 19�
16d common(31/2" x 0,162") 16"c.c. __.._._..,... 1 _. �_. s _ Education Law
face nail --� ----
,
w
°
( d•1 ;!tet C.c. ` 1 1t�5 1. -l�r�e2 2m3 ' 237
p{J 1c V}� Uz 1� j. j, .J • Copies of this plan not bearing the Architect's red inked seal and
12 ;Top plate to top plate 10d box(3" x 0.128")' or Alban 6,875 -1 88 74 42c5O' i 117 1.3a �I 1..._ 222 (^ 2103 2w7 g
12"O.C.face nail
3" x 0.131"nails 1 32 ;Ia 1 ^ 14� lzs 17c 16 2ts 22e at s signature shall not be considered to be vaild and shall not be valid
" 1 I Alban 6,201 1 74 42 50' � ...,,. 1111... %. ,. _z... -._ ,..�_ .,� .M 2 for construction.
common(31/2 x 0.162');or `' - jr,
--------------
------ , 14 1G4 17 7 2�+7 3513,-
!8-16d •
n
# 1 �1
II Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(31/2" x 0.135");or i i 42 4 r 122 1207 E- Iso 221 193 i 3,62al- -__2
99- _.:�7� here shall be no master filing of this plan with any building
Binghamton 7,286 1 83 72 420110' t ............ �
,1111
wall line spacing <25' 12-104 box{3" x 0.120");or ,Face nail on each side of end joint ; ; p 1r7 1p�, t 2of221al 447 414 department and shall deem the plan to not be valid, sealed and
._111.1...
-
13 -- -_- 12-3" x 0.131 nails --- kminimum 24"lap splice length each Buffalo 7,062 6 85 73 43"00` I sr I s. 1 Its t - 140 122?
I 19 k 17 �- 24 22u I signed plans are good for one calendar year from the date listed
Double top plate splice SDCs Dc, Dt,or D2; and braced (side of end joint) i below.
NY(Central 4,871 15 89 75 40°50' • This Ian is for the building lot address below and is for a one
j;pull 12-16d(31/2"x 0.135") i Simpson Hurricane Ties H2A ; Uplift 575, H6; Uplift c150 p g
June spacing >_25' NY Park)d Exposure "G„ time use Dated:11/19/21.
_.._..-.-_-.-__ ________._________-_..____..________________________.._._._1________111____1;1___1______1_ _ ______ ________,__-__ ___________, __________1.111____--__1_1_1____1__.____ ___.__.___._i p Address: 2650 Pine Tree Road Gutchogue NY
TABLE 8602.3(3) NY(Kennedy) 5,219 15 87 75 413"403` _......_._... ..................... . _........ } ...-__.. _.- . .. .
REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSUF:ES11'b,a SPACING (fest} Root Pitch Boat Pitch Root Pitch Roof Pitch Root Pitch f
NY(LaGuardia) 4.811 15 89 75 4035,7` <5:12 _> :12 <5:1z >_5:�z <5:12 >_5:12 <5:12 >5:12 <5:12 ?8:12 c ?.�G;,tT�`� GENERAL NOTES & HIGH WIND
-- -- - --r--- - - - ---
--------------------_------------------------------------------------------------------------------------
--------------------------------------
z 8' 110 102 126 148 161 151 192 185 �ci -�;
1- 9� o SPECIFICATIONS
j ULTIMATE DESIGN Rochester 6,748 5 as 73 43010' 1e 121 111 141 131 163 151 202 195 257 242
MINIMUM
I MINIMUM WOOD 9
1
MINIMUM NAIL ( ftiQMINAL 1lAxiMUM WALL PANEL NAIL SPACING WIND SPEED V"tt r u,
STRUCTURAL 24 lag 13,61 173 160 200 185 256 239 317 298
I ---------1 PANEL STUD SPACING 1111-- --- -- 111 1--{mph1111 -- SChenectadyd 6.6503 1 87 74 X12"54 ' O�
11____-- PANEL SPAN
Penetration i THICKNESS (inches) Edges Field Wind exposure category 2a 184 152 195 179 225 208 283 259 358 385
RATING __-_ 12"°` _ 6 f • j LIAPPAS BATH ADDITION
�.^. tea t5q 215 199 243 221 321 299 3°3 373 U/ / s
Size ,;inches inches o.c. inches o.c. 1111-- Syracuse 6,756 2 87 73 43'10` 7
(inches) I ) I ( ) ( ) B j C D 36 202 287 219 274 254 353 329 438 411
-- 1 111--1111-- -- ----------------------------1111--
----
6d Common 3 16 6 fit 140 i 115 - 110 12 228 210 269 248 312 289 _402 375 499 468 -
x 1.5 24/0 /g I 4g 256 234 302 278 349 323 450 420 5+
(2.0" 0.113') I _ ..__ P
i 0
G
12 125 117 146 136 168 157 214 201 263 247 A ✓ c
;1
PETER T PODL
11---_1111.--_---.------------111.1_____1111- --- _ _ _ _. ___ _ _ _ ..... _ _ _ _1__1111111-----_-_-- 1111---__1111-___-_-_1111---__._.- -_--- -_-_ -_-_----.__._ __ _
16 i 6 12 170 � 140 j 135 ~�
ARCHITECT O
I
8d Common 7 148 138 174 217 201 277 259 312 322 BOX 1058,REMSENBURG,NY 11960 631-325-0929
________,-______-_.______a.___.___._._-._____--_1111_._._.___.___.__-_-_ _J 18 '61 �'�'
1.75 24/16 /is - - _1__111-__.__ � _ n r i!, n
(2.5" x 0,131") 24 6 12 140 - 115 ( -- 110_.--.
1 230 213 266 246 340 318 422 398 DATE 11/19/21
J_
c4 1�7
F-,,>Sl I inch=2F,4 mm,1 mile per hour=0.447 m!s 28 221 � 2^.? I 259 238 299 277 384 358 476 446
16"o.c.
a. Para€stremtl anis p2-aIle,or perpend<eu`ar to supports.T3iree-ply pif,.00d sheathing;+rite studs space!mc,re than ':'-inches cn ce ter shalt be ar,plied v�2h pane€streEiot,axis pe I'en lcular to 32 245 ;':_3_ 287 265 331 307 427 398 529 496 5G{�LE: A5 NOTED
A2
_E.E:�p,rt_
36 269 24" 315 281 364 338 ass 431 583 Sal �4 Page 2 of 4
b Table is based can vnd pressures acGn2 taward and away from ha+ldino s�srfaces in accordance with Ser_bon R3C1.2.Lateral bracing require^,eats✓*fell be in accordance t,,ith Section Rf,02 1[r
42 3"5 273 3`_8 333 415 384 535 439 6S4 622
c %',scf3 s`ructEurat canels y.,ith scan ratinas of t°,`all-16 or Wall-24 shall tie c-mEtted as an alternate to panelswith a 2310 span rarsno Plv o J sid.rrct rated 46 c.c.or 24 o c-shall he rem,:itted as an
3" ROOF VENT
lil
I
I
I
2"
2ND FL.
ROOF
3"
2"
ELECTRICAL KEY EX15T.
SCREENED
SYMBOL DESCRIPTION PORCH DEGK
security OUTDOOR SECURITY LIGHTING
OUTDOOR LIGHTING
EXT. SURFACE MOUNTED
CEILING LIGHT/FAN
15T
DECORATIVE CHANDELIER FLOOR
0
DN
WALL MOUNTED LIGHT
RECESSED GEILING LIGHT KITGHEN
(EXIST.)
P PENDANT LIGHT ' DINING OD
— — —0 UNDER CABINET LIGHTING (EXIST.) O C.0 4" EXISTING
F.A.V
14 1E2
G.O 0.0
EXHAUST FAN/LIGHT
'DD13ATH
11
FLUMBIN (55GHEMATIG RON 5T TO EXISTING
EEIGABLE TV (EXIST.) , SUFFOLK COUNTY
F _ _ _ BDRM #2 BDRM #3 NT5 HOUSE TRAP APPROVED
DUPLEX OUTLET I ' REF (EXISTING) (EXI5TING) SEPTIC SYSTEM
WATERPROOF EXTERIOR
OUTLET UP
EXIST. FIREPLACE
ABOVE COUNTER OUTLET
GROUND FAULT OUTLET UP
Re-locate MBR
DIN OUTLET door as required
MBR Bath o v
waste line
REFRIGERATOR OUTLET 8
5TU DY EX15T. EX15T1 NO ► o TH #2
HOOD OUTLET I, W DEN X v
(EXIST.) (EXI5TING) remove and close
LIVING N = ry up existing door NEN o
EXIST. to opn'g as required , Block u
GLC. HOT. 10'-0" x w w M BATH N p
SINGLE SWITCH w CLG. -tray z 0) � o to catch
' ,n RR'S
THREE WAY 5WITC:H > X (2) 1.15 x 9.25 LVL HDR
N N
tn 2468 10'-0" wall mtd. light cF1 o
THREE WAY DIMMER 5WITGH
m (EXISTING) � � �— lighter
FOUR WAY SWITCH r � GL G1" Existing 8'4" TW 210210 \ fan_ lelsho er 'ght
plate heightGL 2468
OVERHEAD GARAGE DOOR
OPENER v
DOORBELL TN 210210
DOOR CHIME
Electrical Layout
SMOKE DETECTOR D� 13ALGONY
CARBON MONOXIDE DETECTOR
11'-10" 11'-10"
23'-8" 10'4"
10
SEGOND FLOOR PLAN 5GALE: 1/4" = 1 '-0" 68 sq.ft.
FIRST FLOOR PLAN 5GALE: 1 /4" = 1 '-0"
�0 pRCM/TQC
�s r
C-1
1st & 2ND FLOOR PLANS
F� � O
LIAPPA5 BATH ADDITION
PETER T. PODLAS
jw ARCHITECT O
BOX 1055,REM5ENBIURG,NY 11960 631-325-Og29
DATE 11/19/21
SCALE: AS NOTED A3
Page 3 of 4
12
3
11 [WT
TYPICAL ROOF
- 35 year Architectural roof shingle over ice &
water shield roofing over 1/2" COX plywood
TYPICAL nailed to 2x6 Roof Rafters 16" OG
OVERHANG SEE STRAPPING
Block up DETAIL for strapping
(match existing) to RR'S requirements (A5)
1x b Azek fascia with 12
alum gutters to drywell
Vented Bead board soffit 3 R38 BATT
3 1/2" crown MLDG. on 1x6 Trim board \� 2x8 RR'S
OG—
over 5/4" x 6" Azek trim L 16" OG
(2) 2x10 hdr , CS5 16" OG
TW 210210 Existing
TYPICAL WALL remove / RR'S
exist. // ends to
New 2x6 studs V plate, 1/2" RR'S gest on Exist.
6WB, R1q Batt, 11 stairwell
1/2" ext. sheathing, Tyvek 12 z �? wall Mech rm
housewraporequal, Nein bath �� for air
_ q (exist)
RIGHT SSGML : 1 /4 1 i'Oii Maibec or eq. wood shingle b,_0, ST
A�I handlers
R5
siding.
TYPICAL OVERHANG
R30 /Existing � new
retain air cl. i
1.75 x 2xCJ's 2X10 4
baffles = g.25 � FJ'S
Microlarn
161, OG
hdr. KITCHEN
3'
EXISTING s
DEN - furr out wall
= for new
Retain tray dg. waste line
as required
i EXISTING First Floor)
Deck
F— (average grade)
(field verify footing is
5-0" below grade)
0
BUILDING SECTION GG Scale 1/4" = 1'-0"
TW 210210
FTT I, I
to I MR =-I
=j i
Section and Elevations
4 C,N AS �
3c LIAPPAS BATH ADDITION
FRONT ELEVATIONSGALE: 1 /411 = 1 ,_0„
1? PETER T. POOLA5
ARCHITECT O
BOX 1058,REM5ENSURG,NY 11860 631-325-Og29
DATE 11/1 q/21
SCALE: AS NOTED A4
I I Page 4 of 4