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FOOTING SCHEDULE - FOUNDATION NOTES:
,r --, 3Y2"O L.C. ON 3Y2"0 L.C. ON %"0 L.C. ON
O SOIL BEANG CPACITY USED FOR FOUDATION DSIGN HAS BEN ASSUMED 2,000
CONCRETE FOOTING -0 O j CONCRETE FOOTINGI -0 CONCRETE FOOTINGI -0 Oj CONCRETE FOOTINGI -0 1 FOOTINGSRIMUST AREST ON UNDSTURBEDDNSOIL. NOTIFY ARCHTECTE PRIOR TO PLACING PSF.
I- -- -- I_ _ - _ -A FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED.
2. SET FOOTINGS BOTTOM AT ELEVATION SHOWN THUS (-0'-0") ON FOUNDATION PLAN,
DETAILS, SECTIONS
67'-6" TTO TOP. SHOUD IT ELEVATIONS,BENECES ARY WALL
LOWER INFOOTINGS,I ELEVATIONS FOOTINGS LUSH
OF ADJACENT
FOOTINGS SHALL BE ADJUSTED TO LIMIT STEPPING TO ONE VERTICAL TO TWO HORIZONTAL.
4'-0" 2'-8" 2'-0" 7'-B° 2'-0" 2'-8" 22'-0" 16'4" 8'-6" POUR LOWEST FOOTING FIRST.
3. PIER AND WALL FOOTINGS SHALL BE V-0" THICK AND HAVE PROJECTION AT EACH SIDE
OF WALL, MIN. 4"
4. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS
AT SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS.
--------- 5. CONSTRUCTION JOINST IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0' APART
\ AND NO LESS THAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT.
Y �--------� . \ SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE
N \ 1 PERMITTED.
__________ 6. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY.
7. EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED
____________ I WITH 6.6 X 10.10 W.W.M.-LIMIT POURS TO 2,000 S.F., PLACE SLABS OVER COMPACTED
____
-I L__-- ______ PORUS FILL, SUB-BASE AND 6 MIL. VAPOR BARRIER AS SPECIFIED.
I I8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28
I I I I _---- I DAYS.
9. PROVIDE SLEEVES AND BOX OUT OPENINGS FOR MECHANICAL, ELECTRICAL, & PLUMING
TRADES. LOCATIONS OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND SHALL BE
PLACED SO NOT TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. VERIFY
I I I I I I CONDITIONS ON THE JOB PRIOR TO INSTALLATION.
I I I L------------- _-________J I I I 10. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND
I I 8" X 16" P.C. PIER (NP.) ---- ------- --------- - 117,6" TJI 230 FLOOR 11. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL
JOISTS ® 16" O.C. AI COMPACTED POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED
ABOVE FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED.
I A F I FJ I I ANDERSON UTI LIITY 12. BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSER THAN 8'-0"
I N 1176" TJI 230 FLOOR I WINDOW W GALV.
I BASEMENT o / FROM ANY FOUNDATION WALL OR GRADE BEAM.
to I � "' JOISTS ® i6" O.C. ABOVE __ __ I ( ) 13• NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL
I I � ID--\
I > _ --- -_ o r - , I AREAWAY TTP. OF 6 1v
p� - I I o SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND
I I G, 8 o (2) 11%- TJI 230 FLOOR JOIST I I FROST ACTION DURING THE COURSE OF CONSTRUCTION
I FJ O a I0I� BELOW PARTITION ABOVE I I I I 14. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL
117.6" TJI 230 FLOOR _ of 1 I - -I I I WITH LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS
I I JOISTS ® 16" O.C. ABOVE II 1 o o N I APPROVED BY ARCHITECT.
,h I N: °i q a �i (2) ii7iG" TJI 230 FLOOR JOISTS I I 15. PLACEMENT OF ALL COMPACTED FILL MUST BE UNDER THE SUPERVISION OF AN APPROVED
`I' I LZ tO �3 " TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL FILL HAS
BEEN CHECKED IN PLACE AND CERTIFIED BY THE TESTING LABORATORY.
16. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS
I 3 m OF BACKFILLING AND TAMPING.
m I /A --I v_I 17. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE
n I I I 0 3'-0""" I'o A• I I FOUNDATION TO PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE
C
6" I 16'-0" 22'-7" ;� 15-6" 8'-1° IB" EARTH IS ON ONE SIDE ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL
I I ADEQUATE BRACING IS PROVIDED FOR ALL FOUNDATION SUPPORT.
3
A 18. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF
r ______ --, 3 r r r -i N
I --- I I GRADE BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE
(2) 1136 TJI 230 FLOOR J ISTS I BEEN IN PLACE A MINIMUM OF SEVEN DAYS.
ELOW PARTITION ABOVE 19. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF
_I7DIX
- I
2 1126" IJI - l 1 1I CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL
O 230 FLOOR JOISTS FLOOR JOISTSJIBELOW i -i- (2 BELOW JPARTITIONOORO JOISTS (2) 11716" TJI 230 FLOOR JOISTS oSHALL BE REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL
�7 - V I BELOW PARTITION ABOVEoBELOW PARTITION ABOVE . _ .. ..._ o I BE WELL GRADED GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND
PARTITION ABOVE . _ -- . .. .. r. . - �_3-11� 8-10ko O I METHOD D-1557 iT5 ITS 957 OF MAXIMUM DRY DENSITY DETERMINED ON THE BASIS OF ASTM
1T-11" 11'-6" '-
N 20. ALL FOOTING REINFORCEMENT TO HAVE STANDARD HOOKS AT ENDS.
> 21. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS
" o m 7 FJ 1e 7 FJ (2) 11716" TJI 230 FLOOR JOISTS vii I N AND 1" FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHAL HAVE MIN.
9 ¢ o 1116' TJI 230 FLOOR 'o I 1116" TJI 230 FLOOR \-/ BELOW PARTITION ABOVE i- �Q a CONC. COVER OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR
• ----- -i C .-_J _ _ _ SMALLER. FOR ALL CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE CONVER SHALL BE
e I � � _I GISTS ® 16' CC. ABOV` I JOI TS ® 16' O.C. ABOVE 22. ALL REINFORCING SHALL BE SECURELY HELD IN
N ( ) BELOW PARTITION ABOVE I 23. PROVIDE ADDITIONAL 2- 5 BARS AROUND ALL 5 PLACE WHILE PLACING CONCRETE. IF
M o I 2 11,6 TJI 230 FLOOR JOISTS i I �._..__.. I o FURNISH SUPPORT TOL BARS.
7 „ _ ' I I r 1 I REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO
(2) 11.6 TJI 230
FLOOR JOISTS I I 7 LAB OR GRADE BEAM OPENINGS, UNLESS
NOTED OTHERWISE.
A
I I o -I I I.,�O I I I 24. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION
I ll_-- I� _ I SLOPES.
---- I L_--o- -------- --- L .. FJ I _ _ FJ FJ 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND
. . 1116' TJI 230 FLOOR 116' TJI 230 FLOOR I I 2" X 6' ACQ. a o CONSTRUCTION OF ALL FORMS.
7 7
I i--- - ------------ -1 C JOISTS ® 16" O.C. ABOVE I I JOISTS ® 16" O.C. ABOVE I I ® 16" O.C. I o 26. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE.
�O I I _T 27. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL
-----
9-11 ! �4 0�" 14-10}" I I :2 NOT OCCUR CLOSER THAN 3 DIAMETERS APART.
o I - 28. THE CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING THE INTENDED POURING SEQUENCE
I I I I I I O Q11 AND LOCATION OF ALL CONSTRUCTION JOINTS TO THE ARCHITECT FOR APPROVAL.
I I I I I (2) 1191' TJI 230 FLOOR JOISTS I I
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3 a I I L----------- JOISTS ® 16" O.C. ABOVE ----�' - r---------------- moo .o 0
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TO TOP OF FTG. (NP.) OF DECK FOOTINGS -- --
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WALL TO ALLIGN W/ TOP OF SILL PLATE
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Sheet No.
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16" O.C. ABOVE ;.>
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JOISTS 16" O.C. JOISTS ® 16" O.CI IABD E JOISTS 0 16" O.C. ABOVE �oe •i
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TOWN OF SOUTHOLD
4'-10" 3'-2" 4'-10" 5'-0" 5'-0" L 4'-1" 2'-10" 8'-3• 8'-1" 4'-4" V-1" V-9" S-5" 4'-0" SUFFOLK COUNTY, NY
THE KOCH HOUSE
4*� TOWN OF SOUIFIOLD
12'-10" 10'-0" 27'-6• 13'-3" 4'-0•
22,_10" 17'-2j" ,�oF E FIRST FLOOR PLAN
67'-6" , L. K. McLEAN ASSOCIATES, P.C.
Q. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719
FIRST FLOOR PLAN Designed By: CFD Seale: AS NOM Sheet No.
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TOWN OF SOUTHOLD
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THE KOCH HOUSE
TOWN OF SMffMu
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REVISIONS
,1'-8" x V-0" P.C. TOWN OF SOUTHOLD
00IlNG SHEAR KU
OUS
2x4EYCONTINUOUS SUFFOLK COUNTY, NY
(2) ff5 CONTINUOUS THE KOCH HOUSE
E@ TOWN OF SUMOD
, TYPICAL SECTION _
" Z Y fro - 11-0' ��FNEo yo9 BUILDING SECTIONS
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0 0 * * L. K. McLEAN ASSOCIATES, P.C.
N p 7x CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719
Designed By: ,NIC Scale: Sheet No.
o pf-
zo/ ess+o� Drawn By: PS Date: 12/1/2011 A-302
a
Approved By: CFO Mile No. 05031,000
GENERAL NOTES R 402.2 Concrete: a minimum compressive strength is required at the following locations as R 802.6 Bearing ends of rafters and ceiling joist shall hove not less than 1 1/2" of bearing DESIGN LOADS:
NEW YORK STATE RESIDENTIAL CODE: determined by Table R 402.2 (severe weathering column), provide 5% air ROOF:
ONE AND TWO FAMILY DWELLINGS entrainment in all concrete. R 802.8 Block between 2'x12" ceiling joist at supports to prevent rotation.
•Basement walls, foundations and other concrete GROUND SNOW LOAD 45 PSF
below grade: 3500 psf R 802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over FLAT ROOF SNOW LOAD 32 PSF
R301.2.1.1 Wind design criteria: the structure, structural connections & framing systems •Above grade foundation walls, vertical concrete 4'-0' unless otherwise noted on plan. Connect with tecos for header joist spans 6'-0" SNOW EXPOSURE FACTOR 1.0
have been designed to resist horizontal loads associated with 120 mph wind exposed to weather. 3500 psf and greater. THERMAL FACTOR 1.0
9 P •Porches and arae slabs: 3500 sf SNOW IMPORTANCE FACTOR 1.0
loads far exposure a in accordance with manual (ASCE 7) "minimum design garage p R 905.2.6(2) Asphalt shingle attachment: strip shingles shall have a minimum of 6 fasteners per
lands for buildings and other structures". wind loads are resisted . exterior R 405.1 Foundation drainage: install drains around foundation, retained earth and enclose shingle. Fasteners to be min. 12 gauge shank with 3/8' min. diameter head to FLOORS: 60 PSF
plywood sheathing and interior wood stud walls with gypsum board. See wall a STAIRS AND EXITS: 100 PSF
details for nailing and wnnectors. habitable space located below grade. Drain system not required in sand-grovel penetrate through sheathing. Apply 2 layers felt with roof pitches up to 4:12. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF
mixture soils per Group 1 sails, Table R 405.1
TABLE R301.2(2) R 905,2.7.1 Ice protection: ice bonier requirements per table R301.2(1), if applicable; install WIND LOAD:
Door And Window Required Design Values: R 406.1 Damproof/Waterproof Foundations: Foundation walls shall he dampproofed from the top of the footing to the per manufacturers specifications at all eaves to a point at least 24" inside
All exterior windows and doors shall meet minimum wind pressures finished grade. Masonry walls shall have not less than 3/8' portland cement parging applied to the exterior of exterior wall line and at all valleys. BASIC WIND SPEED (3 SEC GUST) 120 MPH
WIND IMPORTANCE FACTOR 1.0
in pounds per square foot (P.S.F.) for 30'-0' the wall. The parging shall he dampproofed with a bituminous coaling, 3 lbs./square yard of acrylic modified R 905.2.7.2 Underlayment: install underloyment with corrosion-resistant fasteners per DXPOSURE B
mean roof height, exposure B, zone 5 as follows: temente 1/8' coat of surface-bonding mortar complying with ASTM C 887. Concrete walls shall be dampproofed manufacturers specifications applied along the ovedap not farther apart than INTERNAL PRESSURE COEFFICIENTS
CATEGORY CATEGORY by applying any one of the above listed dampproofing materials to the exterior of the wall. 36" o.c.
DOOR SQ.Fr.AREA 110 MPH WIND
WINDOW 120 MPH WIND WIND PRESSURES ARE TAKEN FROM SECTION 1609.6 OF THE BUILDING CODE.
/ R 905.9 Built-up roofs: min. slope 1/4" per foot (2R) for drainage. MFAN ROOF HEIGHT OF 25 FT IS LESS THAN BUILDING WIDTH OR 60 FEET.
10 S.F. 29.1 P.S.F. 34.7 P.S.F. COMPONENTS AND CLADDING ARE DESIGNED FOR WIND PRESSURES FROM TABLE 1609.6.2.1
20 S.F. 27.2 P.S.F. 32.4 P.S.F. R 406.3 Porous fill: backfill with the some material used for footings, up to height of V-0" R 1001 Masonry chimneys and fireplaces: to be constructed in accordance with code
50 S.F. 24.6 P.S.F. 29.3 P.S.F. above footing for well drained sites, or 1/2 the total backfill height for poorly drained section R1001.1-Rl003.13. ZONE WIND PRESSURE (PSF)
100 S.F. 22.6 P.S.F. 26.9 P.S.F. sites. Cover porous fill with strips of 30 Ib. Asphalt paper or 6-mil polyethylene to 1 19.9/-21.8
permit water seepage and avoiding fine soil infiltration. R 1004 Factory built fireplace: tested in accordance with UL127 labeling on equipment per 2. 3 19.9/-25.5
R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories code m1303 & m1414.1 and installed per manuf. specifications. Exterior air intake from 421.8/-23.6
B and c and townhouses located d seismic category s are exempt from seismic R 406.34 Backfill: remainder of excavated area above porous fill shall be backfilled with same exterior of dwelling or from spaces within the dwelling ventilated with outside air such 5 21.8/-29.1
8 and Can Foundations to hear on soil of site class D or better for dwellings to
type soil removed during excavation. Backfill not to he placed against wall until as crawl or attic spaces'. Garage and basement excluded from outside air source. Chases
be seismic category C. wall has sufficient strength and has been anchored to the floor above per code shall be firestopped at each floor and ceiling and insulated thoroughly on inside and ROOF OVERHANG -36.9 PSF
section R 404.1.7 outside walls to reduce air infiltration.
EARTHQUAKE:
R301.4 Design live leads: R 408.1 Crawl space vents: provide 1 s.f. per 150 s.f. of floor area. Install vents within 3 ft M 1305.1.1 Furnaces in closets: to have min. 30" clearance in front of unit for service. Closet SEISMIC USE GROUP 1
R301.6 Exterior : 40 psf 60 PIT
dd deck: of each comer of foundation. Crawls space access panel to be min. 18•x24• unless width to he min. 12" wider than furnace and 3" min. clearance at hack and sides. RESPONSE COEFFICIENTS: Sdw=.35, Sill- .08
L/240 Attics with storage: 20 psf meth. equipment located provide o 22 x30" access opening per Sec. M1305.1.4. Provide access panel opening large enough to remove largest appliance but not less SIZE CLASS C
L/360 Floor (not bedrooms): 40 psf than e22'ce x 30". For appliances
aran located in attic, install switch operated lighting fixture DESIGN CATEGORY GSYST C
L/360 Bedroom Room: 30 psf R 502.4 Floor plumbing chase: blocking to be full depth 0 48' O.C. moa. and receptacle. Provide clearances per manufacturers installation instructions. DESIGN BAS SYSTEM EIGHT FRAME WALLS W/ WOOD SHEAR PANELS (R=6)
L/180 Roof 45 psf (ground snow load) R 502.6 Bearing ends of joist, beams or girders shall have min. 1 1 2 of bearingon woad and M 1307.3 Appliances with ignition source sharing floor to be elevated 18" min. and DESIGN BASE SHEAR 5.6 KIPS
L/240 Attics with fixed stairs: 30 psf g J g / VV g 9 ANALYSIS PROCEDURE SIMPLIFIED ANALYSIS PER SECTION 1617.5
metal and 3' min, on concrete. Joist framing from opposite sides over beanp� protected from impact by vehicle.
R301.2.2.4 Maximum dead loads: support min. lap 3" with min.(3) 10d face nails. Ledger strips not less than 2 x2
Roof/ceiling 15 psf M 1501.3 Clothes dryer duct: not to exceed 25'(excluding transition duct) and reduced 2 1/2"
Floor: 10 psf R 502.7.1 Joist bridging: only joist exceeding 2"x12' are required to he sup Dried laterally at for every 45 degree bend and 5' for each 90 degree bend. Install booster fan for
Exterior wall: 15 psf mid span bT solid blocking or dicipol bridging (wood or metal) at intervals not additional lengths. Clothes dryer exhaust system shall comply with code section
Interior wall: 10 psf exceeding 8-0". Engineered joist bridging per manufacturers installation m1501.1 listed and labeled in accordance with UL2158A. Exhaust duct size shall
requirements. comply with code section m 1501.2.
TABLE R301.6 R 502.8 Drilling & notching dimensional lumber. to conform to Section R 502.8.1 and M 1506,3 Exhaust fans: in baths when required to have mechanical exhaust capacity of 50
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Figures R 508.8 Sections R802.7.1 for joist, rafters and beams/R602.6 for studs/R cfm intermittent or 20 cfm continuous.
ALLOWABLE 602.6.1 for wall plates/ R602.7 for headers and Figure R 602.6(1) and (2).
STRUCTURAL MEMBER DEFLECTION Follow manufacturers specifications for engineered wood products. G 2426.5.3 Chimney termination: chimneys shall extend 3'-0" above the highest paint where
it passes through mot and at least 2'-0" above any portion of roof within horizontal
Rafters having slopes greater than 3/12 L/180 R 502.12 Draftstopping: install 1/2' gypsum board or 3/8' plywood or particle hoard parallel distance of 10'-0'.
With no finished ceiling attached to to open web floor joist with finished lop and bottom flanges every 1000 s.f, of
rafters concealed space. Provide stop material at suspended ceilings under floor framing P2801.5 Water healers: not installed on slab shall be installed Ina galvanized steel pan
Interior walls and partitions H/180 every 1000 s.f. of concealed space. having a min. thickness of 24 guage and 1 1/2" deep provided with drain line.
Flaom and plastered ceilings L 360 R 503.1 Sheathing: NOTE CODE SECTION 1225.2
All other structural members L/240 Subfloodng 16' a.c. support 5/8 min. Location of carbon monoxide detectors: At least one carbon monoxide alorn shall be provided in each dwelling unit. The required
Exterior walls with plaster or stucco H7360 24" o.c. support 3/4 min. carbon monoxide alarm shall he installed in the immediate vicinity of bedrooms) on the lowest floor level of the dwelling unit
finish Roof sheathing 16' o.c. support 1/2 min.
Table R 803.1> 24" o,c, support 5/8 min, containing bedroom(s).
Exterior walls-wind loads witii L/240 Wall sheathing 1/2 min.
briltte finishes
Exterior walls-wind loads with ° L/120 See nailing schedule Tables R 602.3 (1) & (2) for fastening. All mat and wall TABLE R301.2(l)
flexible finishes plywood panels shall be exterior grade, with exterior glue, shall meet the CLIMATIC AND GEOGRAPHICAL DEESIGNSIGN
CRITERIA
requirements of the latest edition of the U.S. products standard PS-1, and shall he GROUND Wind SEISMIC SUBJECT TO DAMAGE FROM t•z WINTER ICE SHIELD
NOTE: L= .pan length, H - span height identified with the appropriate Grade Trademark of the American Plywood MOO
a.The eld load shall M covered to he token as 03 thn the Component end � SNOW DESIGN FROST UNE DESIGN UNDERLAYMENT h
Cbddira leads for the pumne of t o determining deRnOon Mnih herein. Association. LOAD SPEED m h CATEGORY g WEATHERING ° b c d TEMP f REQUIRED HAZARDS
T P ) DEPTH TERMITE DECAY
Plywood sheathing to ran continuous 12" minimum past top and bottom plates
R 303 (1) Habitable room venting: window opening min. 4S of floor area or mechanically of all exterior walls. If plywood stops at plate, then provide Simpson LSTA18 45 p (C) See note SEVERE 36' MODERATE SLIGHT +11 (c) YES See note 'h'
vented producing 0.35 air change Per hour except bedrooms and finished basements. straps of 48' o.c. and comers, nailed to studs with 100 nails in holes provided. R30122
Center straps on plywood joint Use LSTA30 stmp if plywood does not ovedap For S1: 1 pound per square
ed,g foot = 0.0479kN/m , 1 mile pe?hour = 1.609 km/h
(2) Habitable room lighfln%. glazing min. 8% of floor area or artificial light of bath the top and bottom plates at the same floor level.
6 foot candles at 30 ablove floor. a. Weut may require a higher strength couri aymde of meeenry than n canary to satisfy Ne structural nm
quimnh of this code. The weathering column
Sub flooring shall be installed with face grain diagonal aerosis supporta: break joints in shdl be h9ed in wish the weathering Index(Le., negligihh, 'moderate or 'snenj for concrete ae detemined from the Weathering Probability Map(mgme
R 303.6 Habitable room heating: capable of maintaining min. 68 degrees at a adjacent courses; locate end joints over supports and drive nails flush or slightly R301.2(3)]. The grade of manry unit. shall he determined from ASTM C34,C55,Ce2,C73,C90,C129,C216 or C652,
point 36" above floor and 24" from exterior wall. below surface. Underlayment, where required, shall he similarly installed. to.The frust An depth may require deeper landings than indicated in Figure R4D3.1(1). The jurieeiction shall fill in the (met line depth column with the minimum
depth of footing bebw Mlsh gratle.
c. The !'uNetlicOon shall RII In thh port of the table wOh 'nry henry; 'slight to moderate', or 'none to eliphP in accordance with Figure
R 305.1 Minimum telling heights: 7'6" min. in habitable rooms Roof sheathing, shall be laid with face grain at right angles to supports; locate end R3o1.z(s7 depeneinq on xhether then hoe been ° history of tocol damage.
Minimum basement heights: 7'-0' min., Ill under girders, ducts, etc. joints over supports; stagger joints; provide metal H clip at joints at sides of panels d. Rx judsdlcWn stroll 1111 b thio pad of Ne table ,v,ih 'moderate to erases', 'slight to moderate, a 'nons to slighPln accordance with Flgun R301.2(7)depmd-
when spacing of supports is 24 o.c. and roof sheathing is less than 5/8' thick. InA on whether th.n hoe been a hlMary of tocol damage.
R 308.4(6) Glazing of hazardous locations: all glazing within 24" of hinged door in closed e. The jurntlicllon shall fill in this port of hNe with the wind speed Irom the boric Mrd speed rtap[Figun R301.2(4)].Wntl exposure stroll be tlethr-
O g g g g mined on a Mfr-epalflc basic in acwrdance w9h Sadion R301.2.1.4.
position must have safely glazing unless sill height is 60' above floor. AJI froom to be covered with carpet shall have be layer 3/4" un oak
hoard or f. fide tor,ToNe x1101 z venter oe:oa Ory-bulb Lmoeratu� column
ocher approved equal, over sub-floor, floors to be covered with oak soaring, granite g. The JudsdicUon shall nil N thh pad w6h the Sehmc Ungn Category determined tram 6eNm R301.2.2.1.
R 308.4(10) Stairwell windows: window sills at stair landings less than 60" shall have safety or ceramic file shall have 1 layer of 23/32 sub-flooring. h. The Judkicaon shall ml b Chia pad of the table with (a) the deb of the Juriedktion'e entry into the N°Uoh°I Fbod Insurance Program (date of election of the Poet
code or oNinna for manogemeM of Road hmoN areae), (b) the dath(e) of Ow cumnt ff..U. FIRM end Fem. or other Raatl record map adopted by the
glazing. commnity, os may M amended.
R 602.3.2 Wall double top plate and joints to offset min. 24. i.Fe1e_E19m're R*a1 zf5) for Omand snow rood..
R 309.1 Doom from garage into habitable space: 45 min. fire rated with self-closing
device. R 602.3.3 Bear(2) 2'x6" or (3) 2•x4• plates are installed.ing studs: wall studs to be within 5" max. under bearing members unless R 301.2.2 Seismic exception: one & two family dwellings located in seismic categories
R 309.2.1 Garage walls: 5/8" type-% gypsum hoard on garage side, 1/2' type-X gypsum hoard r and C and townhouses located in seismic category B are exempt from seismic
on opposite wall side at habitable areas. R 602.8(1-5) Fireblocking: firehlock all concealed draw openings (vertical & horizontal) between equiamenfs.Foundatlons to hear on soil of site class D or better for dwellings to
studies and top story open to attic space. Firestop material to he wood halts or be seismic category C.
R 309.2.2 Garage ceiling: 5/8' type-X gypsum board. blankets securely retained in place per Sections R 602.8(1),(1.1) and (1.2).
R 310.1 Finished basements: egress windows sill height max 44" above floor. R 702.3/ Gypsum Board: install over 2° nominal wood framing or 1x2 furring strips 0 24"
o.c.n wamzxBrevent exposure to weather. Attaching gypsum board to wood frame as
R310.1.1 Window egress opening requirements: net clear opening first floor 5.0 s.f., second follows (unless noted otherwuse). Screws shall be types S or W and penetrate wood
floor 5.7 s.f., min. height opening 24", min. width of opening 20'. 5/8' min., 12' o.c. for ceiling and 16' o.c. for walls. Nailing to ceiling wood frame
to be 7" o.c. and 8' o.c. at walls.
R 310.2 Egress Basement window wells: min. net clear area to be 36" x 36". Provide steps
out of well if base height to grade exceeds 44'. R 7032 Asphalt-saturated felt: 14 pounds per 100 at applied horizontally with the upper
layer lapped over lower min. 2". Lap 6' at joints.
R 311.4 Hallways: min. 36" clear width.
R 706.6 Exterior plaster (stucco); corrosion-resistant lath to be attached with 11 gauge, 1 1/2'
R 312.1.2 Landings at doors: min. 36" x 36' landing required if (3) or mare risers required. long with 7/16" head nails or 7/8" long 16" gauge staples 6' o.c. max. Plaster three
coats over lath or 2 coats over masonry wall. See Table R 702.1 (1) and (3) for
R 313.1 Ramps: max. slope one unit vertical to 8 units horizontal ( 1 in 8 slope). thickness and mix requirements.
Provide handrail one side for slopes that exceed 1 in 12.
Table Exterior vinyl siding: min .035 thickness, lap joint .120 x 1 1/2" long
R 314.1 Stair. stair width min. 36' with min. clear opening 31.5" with handrail one side and nails or staple 1 3/4 length each stud.
27' handrail both sides. Int & ext, stairs to be illuminated.
R 801.3 Roof drainage: if expansive or collapsible soils exist, roof drainage to discharge
R 314.2 Treads & risers: max riser height 8 1/4". Min. hand depth 9' plus musings min. 5'-0" from house or to an approved drainage system.
3/4"-1 1/4' max. Open risers not permitted on rises greater than 30'. Max. 3/8' tread
a and riser variance within stair run. Min. tread width of V on winders. R802.3.1 Where telling joist are not provided at tap plate, the ridge formed by these rafters
shall also be supported by a ridge girder and rafters shall be designed in accordance
R 314.3 Stair headmom: Min. 6'-B' measured vertical. with Table R 802.5.1 (2) using the Rafter Span Adjustment Factor.
E R 315 Handmils: provide 34"-38" high handrail on at least one side of stairways with
0 2 or more risen.
co
a R 316 Guardrails: porches, balconies and stair landings 30" above floor or grade to be
v installed with 36' high milings, balusters not to allow passage of a sphere 4" or
o more in diameter.
0
u
i R 317.1 Smoke alarms: install smoke alarms in all bedrooms and in immediate vicinity
outside of bedrooms. Install one smoke alarm on each level including basement.
Interconnect all alarms.
N
m R 317.3 Automatic Sprinkler System: buildings having aheight of 3 stories shall be
equipped with automatic sprinklers in accordance with NFPAI3D.
i A sprinkler system is required when fiat story Is basement where the
DATE BY DESCRIPTION APPROV. BY
finished floor above basement Is:
1. more than 6 ft. above grade for 50% or more REVISIONS
Y 2. more than 12 ft. at any point
€ 3. more than 6 ft, above grade plane
TOWN OF SOUTHOLD
o ALL LUMBER TO BE HEM FIR J2 OR BETTER SUFFOLK COUNTY, NY
x
.e R 323.1.2 All sills and plates an exterior foundation wall to he pressure preservalively treated.
x R 323.1.3 All sills and sleepers on slab to be pressure treated unless impervious moisture THE KOOF
CH NOUS
barrier under slab is Installed. (Treatment of wood in accordance with AWPAC22). TMSOIIIFIOID
s
c, R 323.1.4 Foundation wood girders: woad girders seated in exterior foundation wags to have
min. 1/2" air-space all sides or ends wrapped with aluminum flashing. � CODE COMPLIANCE
_n4xd G. Di �
Me R 323.3 Fastenem for pressure treated wood: hot-dipped galvanized steel, stainless steel, ea�
E agt silicone bronze or copper or 1/2" diameter Steel bolts.
R 401A Footings: shall bear an undisturbed inorganic sand, gravel class GW, OF. L. K. McLEAN ASSOCIATES, P.C.
LE soil with a minimum hearing m acity of 3000 P't reeling the recto of seismic site (" CONSULTING ENGINEERS 137 SOUTH COUNTRY RD., BROOKXAVEN, NEW YORK 11719
p k0. ( .+- Sheet No.
class D or better per table 1615.11 of NYS budding code. Footings may Designed By: JMC Scale:
�.� else bear on rock of approved compacted fill place in 8" maximum lifts. In areas
N oo likely to have expansive, compressible, shifting or other unknown soil
characteristics, a soil test by an approved agency shall be performed to determine the
Drawn By: P$ Date: SEPIEYBER 2012 _C
o "'� soil's characteristics at a particular location. t7
o Approved By: CFD File No. 05031.000
z !
as
NAILING SCHEDULE
OF COMMON MAIL SPACING
JOINT DESCRIPTION NAILS
ROOF FRAMING
RAFTER TO TOP PLATE (TOE-NAILED) 3-BD PER RAFTER
CEDING JOIST TO 70P RALE (RIE-NAILED) 3-81) PER JOIST
CEDING JOIST TO PARALLEL RAFTER (FACE-NAIUD) 6-1fi0 EACH VP
CEDING JOIST TO UPS OVER PANNLONS (FACE-NNLED) 1 '00 EACH
OELAP
D
BLOCKING TO RAFTER ITCOLUAR TIE TO BATTER (OE-RAILED)
z-60 PER END
KIM BOARD TO RAFTER (END-WALED) 2-16D EACH END FASTENING SCHEDULE B
naUGN @ENING iMMIXG
WALL FRAMING auHEMex ranwxoowaru lxm DOUBLE TOP PLATE
TOP RATE TO TOP PLATE (FACED NNIFD) =D,2
OT Use every other nail hole
TOP PLATES AT INTERBECRONSFACE-WALED) EACH SIDE in o row to provitle the pneaonorxcE wnx TMEw000rlumE
SND TO STUD (FACE NAllEO) C. ahs� catle-raquimd minimum mxsrnurnax mnxuuaooi Eomoxl — — — _ —
HEAD`TO HEWER (FACE-NMLm .C. ALONG EDGES SMPSON PH02 HOmONN curler-to-surfer ROUGH OPENING
TOP OR BOTTOM PLATE i0 SND (END-NAILED) ND • epocine far nolle A B C D E F
mrrON PLATE TO FLOOR JOISL &MMOST, OOT • MIN (14) 10-D NAILS Er,. FRAMING
`HOIST. OR BLOCKING (RLE-W1LID) z'-0" 2 (1)2X4 1 1 1 1
FLOOR FRAMING o 5/e"e THREADED ROD 36'-42' a'-o" a (1)zxa z z z z
Misr TO SILO TOP PLATE OF GIRDER DOE-NAILED) 4-m Pm JOIST CUT LEN TH W-0" 6 �y�yvs 3 3 3 3
BRIDGING TO JOIST(TOE-NNLED) 2-m EACH EDD
BLOCKING TO JOIST (TOE-WALED) 2-60 EACH END g'-0" 8 3 3 3 3
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-1m EACH BLOCK Izl zxa
IFDGER STRIP TO BEAM (FACE-N01D) 3-16D EACH JObT 2)zxs
JOIST ON LEDGER TO BEAM (TOE-WAUD) 34D P` JOIST SIMPSON STRONG-TIE ID'-D" 1a Iz)zxs 4 4 a a WHERESIMPSON H2O N EVERY RIFLER
E1N0 JOIST TO MOIST (END-WA& 3-160 Pm JOIST CS COILED SRUP 12'-0" 12 (2)2X6 S a 5 4 WHERE SND AND RAPIER ALIGN
BVID JOIST TO SILL 0('TOP PLATO(TOE-NAILED) 2-16Di PER FOOT
ROOF SHEATHING SIMPSON CNW COUPLER NUT
SIRUCNRAL PANELS =8PERMSUPPOW
SBmNAL BOARD SHEATHING 5/e'• ANCHOR BOLT OR STUD OAT EACH HEADER TO JACK
1'%6'OR IkB' • ADHESIVE ANCHOR STUD LOCATON
1'%10' OR NIB` UPPOR • Provitle minimum 1'
• and distance
CEILING SHEATHING ' D H2A AT EACH CRIPPLE SND TO
of
MUM WAI9LWRD 16 x 1-5/8 SCREW 7' EDGE/10' MELD Equol number none
TOP PLATE
epe numof
nolle C H8's AT EACH CRIPPLE SND TO
In ..an end HEADER LOCATION
WALL SHEATHING A SEE NOTE 2 BELOW
STRUCTURAL PANELS ED 6'EDGE/12'FlBD
FIBERBOARD PANELS 3
25//132' eDa 3' EDGE/6' FIELD
3- EDGE/6' FIELD
MUM WiLLLOOARD 16 x 1-1/2 SCR` 7' EDGE/10' FlOD
x+RDeoARn e0 s' mcE/12TTELD B 2x ® 16° O.C. SND WALL
PARDCUBDARD PANELS So (SFE MANUR/12'M 2-A SECOND FLOOR ATTACHMENT 2—B SECOND FLOOR ATTACHMENT F
EMMA!_ BOARD SHEATHING OBO N.TS A-�BO N.TS
1'X6'OR 1'M' 2-613 PER SUPPORT SP1 OPTIONAL SPH AT EVERY
1'%10' OR W70` 3-613 PER SUPPORT13, 0 UPLIFT SND
CONN TORS REQ ED
FLOOR SHEATHING
STRUCTURAL PANELS --
1'OR LEM m 6'EDGE/12'TIELD WALL STUD
GREATER THAN 1' 100 8' EDGE/6'REID A NUMBER OF 6d NAILS O EA END OF STRAPPING
DIAGONAL BOARD SHEATHING B. NUMBER OF SILL STUDS (ON FLKO(OOES NOT APPLY TO DOORS)
I'x6' OR Viol" 2-60 PER SUPPORT SIMPSON PH02 HOIDOWN C. NUMBER OF DILL HEIGHT KING STUDS O M SLDE OF HEADER NOTE.
MID'OR WIDER 3-6o PER SUPPORT • D. NUMBER OF 16tl NAILS. END NAILED THROUGH ADJACENT KING SND TO END OF
• GALV. METAL E. NUMHEABER OF JACKSTUDSOFA. END OF HEADERS
s`AP 0 te' 0.c F. NUMBER OF 16d NAILS END NAILED THROUGH ADJACENT JACK STUDS TO END OF 1. ANCHOR BOLTS NOT SHOWN USE 1/2'x 6 TITEN HD & BP1/2-3
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT MODEL -C
S20' SILL(5) O EA. BIDE (DOM NOT PPPLu TO o00R5) 24° O.C.
THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL 5/B'e THREADED ROD MIN (14) 10-D NABS
EDGE TO OBTAIN HIGHER SHEAR CAPACTTES, NAILING REQUIREMENTS FOR STRUCTURAL 2. IF HEADER TOUCHES TOP PLATES USE MTS16 AT EACH RAFTER TO
RIM JOIST HEADER CONNECTION
MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,
SHALL BE USED TO MAINTAIN THE LOAD PATH. GABLE WALL
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED 3. USE CS16 COIL STRAP AT EACH STUD TO STUD CONNECTION (I.E.
NUMBER OF MAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. I
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED, CHECK BUILDING CODE 3 TYPICAL FRAMING AND UPLIFT CONNECTIONS
OF NYS FOR ADDITIONAL REQUIREMENTS. GAILY METAL A-'JOB N.TS
PALET FS NER
SIMPSON CNW COUPLER NUr (MODEL
6', D.C.O
MIN (8) 10-D NAILS
I 5/610 ANCHOR BOLT OR
II ADHESIVE ANCHOR
ii DBL. SILL PIATE
REQUIRED HOLMOWN LOCATIONS
DESIGNATED 'HO' ON SECOND
FLOOR FRAMING PLAN (BOTTOM RIDGE PLATFORM FRAMING ONLY
OF IRST BOOR STUDS
1-A FIRST FLOOR ATTACHMENT 1—e FIRST FLOOR ATTACHMENT
MBBB N.TS A-600 N.TS
ATNC
OR
x116'
BLOCKING 2X12 CENTERS��
2 BAYS
RAFTER BACK IN
NEW STUD 3e
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WALL STUD O.C. s BLOCKING DETAIL
SECOND FLOOR
TOP
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So \ EXISTING STUD
WALL STUD
oo ®oo o SILL PLATE BLOCKING
2 BAYS
Tri BACK IED
o H2O WHERE STUDS AND SP1 HGA10 WALL EXTENSION AND 4 -0
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4—A RAFTERS ALIGN 4-B 4-C GABLE WALLS FIRST FLOOR
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Y H2.5A WHERE STUDS AND SPH4 ECCLL/ECCLR BEAM COLUMN CAPS LSTAIB RIDGE STRAP O EACH TOWN OF SOUTHOLD
j4—D RAFTERS NOT AucN 4—E 4—F 4-G RAPIER RIDGE SUFFOLK COUNTY, NY
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TWAIN OF SOUIH0U)
4 TYPICAL UPLIFT CONNECTIONS SOF�Ewyo DETAILS AND CODE COMPILANCE
OL N.TS 9
N * L. K. McLEAN ASSOCIATES, P.C.
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SIZE
o SIZE MARK MATL Manufacturer Model
w MARK TYPE Manufacturer Model NOTES WD I HGT I THK
= WIDTH HEIGHT 1 9 -0 8-0 1 3 4 ALUMINUM N A Game Door
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N 1 2-10 6-5 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 2 9-0 B-0 1 3 4 ALUMINUM N/A Gama a Door ROOM FINISH
2 2-10 6-5 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL
0 3 3-0 fi—B 1 3 4 STEEL Thermo—Tru 6 Panel
n 3 2—iD fi—5 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 4 3—0 fi—8 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
4 2—10 fi—5 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL SCHEDULE
a 5 6—0 fi—5 1 3 4 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
5 2—10 1 —0 TRANSOM Anderson Windows 1WT2810 STORMWATCH OR APPROVED EQUAL
6 3-0 7-0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
m 6 2-10 6-5 DOUBLE HUNG Anderson Windows 1W2862 STORMWATCH OR APPROVED EQUAL 7 3-0 6-8 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel Number ROOM NAME Height Usable Area
r 7 1 2'-10" 1'-0" TRANSOM I Anderson Windows TWT2810 ISTORMWATCH OR APPROVED EQUAL 8 4—D 7—0 NA I N/A N A Cased Opening
8 1 —3 1 2 7—0 SIOELRE Thermo—Tru Sidelite -- 100 2 CAR GARAGE 9'-0" 511.34 SF
j 9 6-0 6-5 NA N A N A Cased 0 enin
d 9 1 —3 1 2 7-0 SIDELITE Thermo—Tru Sidelite -- 101 MUD ROOM 9-0 114.50 SF
y 10 14-0 8-0 NA N A N A Cased Opening
3 10 5-10 2'-11" TRANSOM Thermo—Tru Transom -- 11 6'-0" 6'-5" NA N A N A Cased Opening
102 STORAGE 9—0 tl8.10 SF
° 11 2—10 —775' DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED E UAL 12 fi—0 8—0 NA N A N A Cased Opening 103 CLOSET 9'-0" 29.14 SF
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12 2-10 1 —0 TRANSOM Anderson Windows TWT2810 STORMWATCH OR APPROVED EQUAL 104 PANTRY 9-0 21.68 SF
s 13 6—O 8—0 NA N A N A Cased Opening
0 13 2—10 6—5 DOUBLE HUNG Anderson Windows TW2B62 STORMWATCH OR APPROVED EQUAL105 KITCHEN 9'-0" 386.82 SF
0 14 3—1 6—11 1 2 2 FIBERGLASS Masonite Belleville Smooth 6 Panel
Y 14 2—10 1 —0 TRANSOM Anderson Windows TM2810 STORMWATCH OR APPROVED EQUAL 15 4—O fi—8 1 3 4 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 106 HALLWAY 9 —0 106.91 SF
15 2—ID 6—5 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 16 3—0 6—8 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 107 GREAT ROOM 9'-0' 331.60 SF
16 2'-10" 1'-0" TRANSOM Anderson Windows 1WI2810 STORMWATCH OR APPROVED EQUAL 17 3—0 7—0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 108 DINING ROOM 9—O 191.71 SF
m 17 2-10 6-5 DOUBLE HUNG Anderson Windows TW2862 EGRESS WINDOW 18 3—p 7-0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 109 2—STORY FOYER 9—O 184.82 SF
18 2—1D 1 —0 TRANSOM Anderson Windows T'M2810 STORMWATCH OR APPROVED EQUAL 19 3—0 6'-8" 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
110 CLOSET 8—6 7.74 SF
= 19 4-1 4-6 PICTURE Anderson Windows P4045 STORMWATCH OR APPROVED EQUAL 111 HALLWAY 9 -0 28.30 SF
20 3—0 fi—8 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
20 2'-10- 5'-1- DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 21 2'-0" 6'—B" 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 112 GUEST STUDY 9'-0" 167.43 SF
21 4-4 5-1 PICTURE Anderson Windows DHP4262 STORMWATCH OR APPROVED EQUAL 22 _77'7'-0 -1-377 -- _ _ 113 BATHROOM 9-0 34.06 SF DATE BY DESCRIPTION APPROV. BY
Y 22 2-70 5-1 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 23 2—fi 7-0 1 3 B -- -- __ 114 CLOSET 9 -0 J1.58 SF REVISIONS
23 2—10 fi—O DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 115 MASTER BEDROOM 9 —0 3,22.26 SF
9, 24 2—0 7—0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel
s 24 2—10 fi—0 DOUBLE HUNG Anderson Windows
TW2862 STORMWATCH OR APPROVED EQUAL 116 CLOSET 9—0 441.79 SF
25 3-0 7-0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel WINHAVEN GROUP
25 2'-2- 5'-1- DOUBLE HUNG Anderson Windows TW2062 STORMWATCH OR APPROVED EQUAL 26 3'-0" 6'—B" 1 3/4" STEEL Therma—Tru 6 Panel 117 CLOSET 9—o 61.54 SF
Y 26 2-10 5-1 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL118 MASTER BATHROOM 9 -0 135.42 SF Client Street
27 fi—O 8'-0" 1 1/4 FIBERGLASS Anderson Windows Patio 2 Panel Sliding
.0' 27 2—10 5—1 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 28 6'-0- 8'-0- 1 144' FIBERGLASS Anderson Windows Patio 2 Panel Sliding 119 STAIRWAY 9 —0 118.03 SF
.= 28 2-2 5-1 DOUBLE HUNG Anderson Windows TW2062 STORMWATCH OR APPROVED EQUAL 29 3-0 6-8 1 3/4- STEEL Thermo—Tru 6 Panel 200 HEATED STORAGE J-6-
316.58 SF THE KOCH HOUSE
29 2—10 5—1 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 30 3—O 6—5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 201 BEDROOM 179.21 SF TOWN � soun qD
30 2'-10" 5'-0" CASEMENT Anderson Windows CR25 STORMWATCH OR APPROVED EQUAL 202 CLOSET 26.34 SF
E ® 31 2—10 5—1 DOUBLE HUNG Anderson Windows TW2862 STORMWATCH OR APPROVED EQUAL 31 2—6 7—0 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 203 CLOSET 21.18 SF32 3—0 6—5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel32 4-6 3-5 DOUBLE HUNG Anderson Windows TW3046 EGRESS INOOW 33 — 65 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 205 HALLWAY 14.36 SF QFNESCHEDULES
33 3-6 4-9 DOUBLE HUNG Anderson Windows 1W3046 EGRESS WINDOWS 34 3—p 6-5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 207 CLOSET 14.36 SF �34 3—6 1 —9 CIRCLE TOP Anderson Windows CTN 30 STORMWATCH OR APPROVED EQUAL 35 3—0 fi—5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel 224.76 SF . 9
m 35 2'-10" 3'-5" DOUBLE HUNG Anderson Windows TW2846 STORMWATCH OR APPROVED EQUAL 36 5=10 fi—5 1 3 4 MEDIUM DENSITY FIBERBOARD 1 Masonite Bifold Double t
a 36 2-10 4-9 DOUBLE HUNG Anderson Windows TW2846 EGRESS WINDOWS 37 3-0 6-5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel r L. K. MCLEAN ASSOCIATES, P.C.
o -1p 4—9 DOUBLE HUNG Anderson Windows TW2846 EGRESS WINDOWS 38 3—0 6—5 2 MEDIUM DENSITY FIBERBOARD Masonite 6 Panel W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719
w o 38 2—10 1 4-9 1UUUIJLL HUNG Anderson Windows I TW2846 EGRESS WINDOWS 39 13-0- 6--5- 2 MEDIUM DENSITY FIBERBOARDI Masonite 6 Panel
o n 39 2-10 4-9 DOUBLE HUNG Anderson Windows TW2846 EGRESS WINDOWS v 7 v 7 FIBERGLASS Masonite Belleville Smooth 6 Panel Op o �edb����' Designed By: JMO Scale: sheet No.
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00 Drawn By: PS Date:
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