HomeMy WebLinkAbout51341-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51341 Date: 11/01/2024
Permission is hereby granted to:
Oetinger NH Living Trt
115 Valley PI
Media, PA 19063
To:
construct additions and alterations to existing single-family dwelling as applied for per SCHD approval.
Premises Located at:
230 Dogwood Lane Ext, East Marion, NY 11939
SCTM#37.4-6
Pursuant to application dated 09/19/2024 and approved by the Building Inspector.
To expire on 11/01/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition &Alteration $340.75
CO Single Family Dwelling-Addition /Alteration $100.00
Total S440.75
N_Wtiding Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 htt: :Hwwiv. uti taicitow ii .gt)
Date Received
BUILDING PERMITU-Tulv�
For Office Use Only
/ P 'I 2i 12
PERMIT NO. ✓ l 3 Building inspector:
Applications and forms must be filled out in their entirety.Incomplete TOWN
�
S .
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:9/17/2024
OWNER(S)OF PROPERTY:
Name:NH Oetinger SCTM# 1000-37-1-6
Project Address:230 Dogwood Lane, East Marion
Phone#: Email:
Mailing Address: 115 Valley PI, Media, PA 19063
CONTACT PERSON:
Name:Nancy Oetinger
Mailing Address: 115 Valley PI, Media, PA 19063
Phone#: Email:nhoetinger@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name: M
Mailing Address: pa cozPv C A/
Phone#: ?J 3 O Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New StructureAAddition ❑Alteration []Repair ❑Demolition Estimated Cost of Project:
❑Other $.
Will the lot be re-graded? ❑YeskiNo Will excess fill be removed from premises? 1�Yes ID No
1
Existing use of property: 51A/ `� fAA 12 f J intended use of property; S,41.gfE
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
12 this property? : Yes;XNo IF YES,PROVIDE A COPY.
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Application Submitted gY NAuthorized Agent ClOweer
Signature of•Appflicant. Date: 09 119'2 4-
STATE OF NEW YORK)
SS:
COUNTY OF 50JTP C
AA,2)4 SC 1 -2
being duly sworn,deposes and says that (s)he is the applicant
(Name of individual signing contract)above named,
Mhe is the �.
(Contractor,Went,Cor(Mrate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her kno ge and belief;and
that the work will be performed in the manner set forth in the application file therewit
Sworn before me this
C/%V of Z .
ary Public
Richard D.Nonearrow
Notary Public State of New Y
PR PE TY OWNER AYTHO RATION No.O1Nfl 24106
Qualified In Suffolk Oounr
(Where the applicant is not the owner) MY commission Expires Juno
residing at ki
�do hereby authorize / !�C to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
o
Owner` Signature Date
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Print owner's Dame
2
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ME TWO-37-0 N k
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g t� 73 , •LOT Ax[A I4,G .L`
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-VERTICAL DATUM NAVD'1988 DATUM l
"Ie , =x`"€� 9s y,a�. -PUBLIC WATER SERVICE-AUL HOMES WITHIN 1 50LF OF PROPERTY CONNECTED TO PUBLIC WATER SERVICE.-NO 5URFACE WATER OR WE WITHIN 3001 FROM PROPERTY LINE
SEE AT 1 AC I� E T S I DBI LIN064-BEDROOM HOME.SIP GRANT APPLICATION I
p! 2.VA OWTS SANITARY REPLACEMENT DE51GN.
3.SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR VA OWTS SANITARY SYSTEM
CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES.UTILITY LOCATIONS AND ELEVATIONS
ARE NOT GUARANTEED.
5`,iLNGt 4.ELVATION5 BASED ON PROPERTY SURVEY PROVIDED BY GI5 C ENGINEERS SITE MEASUREMENTS
ELEVATIONS NOT EXACT-
OH5TTE UTILITY MART.-OUTS TO BE PERTORMED BY CONTRACTOR PRIOR TO PERFORMING 51 E
WORK.
SfaE Pano G EXISTING SANITARY CE55P00L5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDM5
STANDARDS,
wp'KRE1E I
{ 9IW t 7-501E TEST HOLE DATA PROVIDED BY MCDDNA 4 BEDROOM
RE IDENCE2021 W
PROPOSED VA 01VT5 SEPTIC SYSTEM FOR UP TO 4 0[OROO>.4 RESIDENCE W M
Tro
1.01 (1) JICNS ADl W190'AD EP. V.Z
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[ € _ _ - - -
_ 2 ON[(I)NJI MACBOR BLOIVER,VENT PlID PUJI CONTROL ASSCMBLY
� � __ 3�ONEf I)I O DIAMETER BY 1 O DEEP PRECAST LEACHING POOL WITH SLAB• W �
} �� 4 ONE f l)101 DIAMETER FUTURE IXPANSION AREA Q Q Z
as c. � € z GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: U)
O 1. VA DINTS SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME P[R 5UFFOLK COUNTY W O
- u DEPARTMENT OF HEALTH STANDARDS(SCDMS). O Z
)1 Er - Imo' ( 2. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCM CAST IRON AT FOUNDATION PENETRATION AIID 2 O
.v a 4-INCH PVC 5DR35 DOM15TREAM OF FOUNDATION I
ILL(� _ -R 3. VA OM5 SMALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE U5ING THE W O
0METHOD APPROVED BY MRHAlL OV[RSCC THE OWES DURING SYSTEM STARTUP. Z Q�
- 5. THE OWTS INSTALLER SHALL BE LICENSED,HOLD AN ENDORSEMENT FROM 5COH5 AND BE A G
}FI PUJI AUTHORIZED INSTKIER-
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6, THE OWT5 INSTALLER SMALL REGI5TCR THE 01451TE TREATMENT SYSTEM WITH SCDMS THE N
- - DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMEII15 AS REOWRED BY 5CDH5 O_
7.. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE
PROPERTY OWNIR SMALL BE PROVIDED TO SCDM5 FOR VA OWTS.
--'- 8. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.VT5
AU _ MACBLOWER 9 WA N 1,. TER SOPTE ER BACK SIBL SMALL NOT BE FLUSHED BULL IN PROPOSED SEPTIC SYSTEM.
'� 8 ', L g�. ,. I AS� �';�VENT,FINAL LOCATION I O.CONTRACTOR 19 RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO
PER HOO&OWNER IN VIEW OF VA OWTS. INSTALLATION of THE PRDPoseD 5EPr1c SYSTEM-
t T _ NOTE THERE 15 AN EXISTING HOUSE TRAP.VA OWES TO BE VENTED THROUGH 2 INCH CARBON
'� -- SANITARY BLOCK VENT
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_ [ � ` f CESSPOOLS TO BE PUMPED AND -
EXISTING PUBLIC WATER SERMCE'��y�
[ a1- - -'� 4 V ABANDONED OR REMOVED PER
`"`€ t - - CC SCDHS STANDARDS.
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—PROPOSED FUOWiS W190 ADAPTER ILA ,m w Z CF.n
FUTURE EXPANStON x.-->�.6.a�'—� _ - $:. ram[ _ - _ _ :•a: 03
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PRECAST LEACHING POOL ---�„� $ t• .. � .,� U
+•" �`-" - W W TREE TO BE REMOVED
"`�' t EXISTING STORM WATER DRY WELL. �� Ej t
MAINTAIN 20'SEPARATION eA O d Q
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—EXI TRIO SERRHEAD FUJICLEAN VICE
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+ PERMIT FOR APPROVAL OF CONSTRUCTION A fq/! ao
SING!F FAMILY REsIDENCE ONLY 0a
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DATE:os•16z4
DATE I W3=4 H S. t:L Nc--- R-4-13 SCALE:1:20
5A_N ITAKY 51TE PLAN APPROVED _ HE'S
SCALE= 1:20 FOR _ I U_ F A � � SHEET:
2Tr 49 EXPIRES THREE YEARS FROM DATE OF APPROVAL - '
SITE DATA In
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PROPERTY: 14,604.85 SF 0.34 ac
ESTIMATED AREA OF 2,000 SF - C~_,
GROUND DISTURBANCE: C—'
EXISTING: AREA: LOT COVERAGE: W
HOUSE: 1,606.7 SF
STORM WATER MANAGEMENT DETAILS DECK: 215.9 SF
LIXATKNJ: SF AREA 1 RAN" FF HOUR
DR EU.VIDE DRYWELL PORCH: 83.6 SF
1 Y RAIN PER NOUR PROVIDE: CAPACRV ,
NFW ROOF AREA 203.5 SF 3/CU.FT. P)f6.wd-p 34.8 CF
�O SHED is 83.6 SF
„ E SHED 2: 100.9 SF
TOTAL: 2,023.1 SF 13.85%in
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PROPOSED: AREA: LOT COVERAGE:
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' N, n ronuaswasseARoumvt ADDITION: 181.5SF 1.24%
I DRY WELLSTO BEYFROMH USE " OUTDOOR SHOWER: 16.5 SF
AWAYFRONNDUSE AtlwRcr Rur.umwmrnwnauwnlulorRRler
a.aua ur..r,o"mans aanAmr.
' TOTAL- 198.0 SF 1.36%
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COMBINED TOTAL: 2,221.1 SF 15.21%
10.1' cl METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK
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DATE SURVEYED: MARCH 25,2024 W
SKYPLAN E ZONE:R-40 ELEVATIONS REFRENCE: O z 0
FLOOD ZONE X NAVD 1988
1a-O•MAx. c.to C. SCTM: 1000-37-1-6
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4�, �p11 GFA CALCULATIONS
w� 'ZD 00 '0 LOCATION: AREA: N 1`► — "/0, PROPERTY: 14,604.85 SF
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25 3, PERSPECTIVE VIEW (280-207d)GFA PERMITTED: 2,675.6 SF
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EXISTING: 1,606.7 SF
/ \ti 36" MINIMUM 2 x 2
r - i FENCE POST PROPOSED: 181.5 SF
io `` TOPSOIL 3 1 STONE PATIO - I 4A p
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CONCRETE WOVEN WIRE FENCE N v
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TOTAL GFA: 1.788.2 SF
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STONE 32.3 X 6.2'
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Project OETINGER a ;; `- -- -- -- -- -- -- -- -- -- - �' _a
Energy Code: 2028 IECC ,1 • -- -- - - - - - -- -+ ���-- - - -- -- -�.�- -- -- 11
Location: Southold,New York
Construction Type: Single-family
Project T : Addition FINISHED FLOOR TO
Type:
1 f 1 1 1 , V1 Permit Date: 4 (5572 HOD) 4"S BFLO R __ _ MATCH EXISTING(VHF)
Permit Date:
Permit Number. O O
All Electric false 1C',� I 1 1 1 I' G, 0
Is Renewable false - 1 ' 'Qil
• 2X6 ACQ SILL PLATE • '' 1 ',' a
9 8"PC WALL TERMITE SHIELD
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Has Battery: false DAMPPROOF b
Has Heat Pump: false SILL SEAL
2"CONC.SLAB
Construction Site: Owner/Agent: Designer/Contractor: 16"X8"FTG 'U
230 DOGWOOD LANE ' 1 '1
EAST MARION,NEW YORK (2)#5 REBAR Q Q
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Compliance:0.0%Better Than Code Maximum UA: 41 Your UA: 41 Maximum 5HGC: 0.40 Your SHGC:0.33 _ 1 1 1 r_, N E•-1
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RDOES"ogTadetraneffs aeenergya9 or costicla ema the
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Envelope Assemblies ;; _ _ _ _ -' -- 1 i it t y 11
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Ceiling:Flat Ceiling or Scissor Truss 182 21.0 0.0 0.047 0.026 9 5 L.y Y c0 y t I
Wall:Wood Frame,16'o.c. 308 20.0 0.0 0.059 0.060 16 17 '
DBL HUNG:Wood Frame 25 0.290 0.320 7 8
SHGC:0.33
AWNING:Wood Frame — / rM
SHGC:0.34 m dj V
5 0.270 0.320 1 2 ,1 Cn C y
-} 1 1 It CJ
Floor.All-Wood joist/Truss 182 21.0 0.0 0.044 0.047 8 9 11 1 ` 1 1, x0
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Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other II 1 1 1 IH a1 'COO
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in ——-+ ; 1 —_———_, 1 1; O
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ll — _ __ _ X p
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Name-Title Signature Date ° + '� "� Lf) y
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Project Title:OETINGER Report date: 0829f24 III 1 1 .tC U cf) v)
Data filename: Page 1 of 2
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BASED ANCHOR WITH 1C« V J
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BASED ANCHOR WITH lr OC
2-EMBEDMENT LENGTH
T/4•APA PLreoln
SEATING 94
1/r APA RATED SIEATIIING 1 1 1 1
—1 L 13-—GRADE PLYWOOD 1 I !
(ALTERTERNATINVE:7)I6-OSfl)
111 y 1
® ® Ur VA RATED SHEATHING
1
GRADE PLYWOOD
(ALT8MTM%e 7/16'OSfl) ® I I 1 1
FASTENER TYPE SPACING: 2X1 DFA2
STUDS
RkS ANCHOR WITH IT oc
WINDOWSILL 21,.E4BEDN LENGTH
TYPICAL WINDOW OPENING N.IDwoons«Ews ROOF PLAN
BASED ANCHOR WITH Iroc
PANEL SPAN EQUAL OR SMALLER 2iii.04KDMEW LENGTH
THAN4FEET 1/4in.da.LAiSCREW it, SCALE: 1/4" = 1'-0"
BASED ANCIORWITH Ir« e
2n.EMBEp4EM IENGM
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TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET VWTTPLE I4.rwooD ASSTNBI.IF_S ER TYPE: rAaNG.
2-2X4 DF:2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGET 6R WITH STAINLESS STEEL No.8 WOOD-SCREW .
OR GAWNorp BOLTS W/WASHERS BASED ANCHOR WITH roc
THAN 6 FEET AND LADS p r-O.00. 2 E6rOMENT"MGM r1
M.to ANCHOR RE r« ! �
TYPICAL MULTIPLE OPENINGS �EDANCHOHOEMBEDMERWrnt
PANEL SPAN GREATER THAN 6 FEET *
AND EQUAL OR SMALLER BASED�ANCHOR YAM Ic«
THAN 8 FEET za.Taf8EDT4EHr LENGTH ( `",t DRAWN:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL :;` ". .. , . SCALE:
14
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING }' JOB#:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS Wool)STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' N i' � 8/30/2024
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SHEET NUMBER:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL `
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. N Y< R/ -
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ¢j
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. e
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
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USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W
KING STUDS
\
ENDWALL RAFTER \
CRIPPLE STUD WALL STUD Tv^,
BOTTOM PLATE -
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST O
SIDEWALL
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS /•�
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Il�yl
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP PPLY OV=R RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE
2X10 LS210 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD as
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
METAL STRAP
LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY VENTILATION CHANNEL
RAFTER
AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
• . . . . . . . . VENTILATION O
SIDEWALL FLASHING WOOD JOIST O
FOUNDATION _ i "'� "' i "' TOP PLATE BLOCKING BLOCKING a
FINISH WALL AND MOISTURE 2x4 LEDGER
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER O
INSTALL 4'0" O.C. �: THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER C ^
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT z
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V, INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD O
INSTALL 4'0' O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE ^
GAP TO PREVENT CAPILLARY CONNECT TO F••d
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND M INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS fy
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR SOFFITED EAVE DETAIL
EACH RAFTER --`
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
O W
ROOFING LAPS BASE
FLASHING 4 INCHESI Ll � \
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST O
r"i
TOP PLATE
M �' O
SIDE WALL FLASHING GIRDER/HEADER � M Gj U
+:
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST X O M �Lr) +V.
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS,
AND RAKES-- PROVIDE HEMMED EDGES SO WALL STUD v V
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS cp\
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O r-4 X O
4" - 8' LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION 4PPLICATION �•+
N ALL OPENINGS PRE-MANUFACTURED
RAFTER
KEEP SHEATHING MIN. 1-1/2"
N RAFTER TO PLATE CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH "CJ
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 00
old 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS O �."I :2! �
N ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS'-' % G
PLAT-S TO EACH STUD 0 1 I �+
DBL. SILL PLATE Lo U
i
TERMITE SHIELD I it SUBFLOOR ON cf)
v SILL GASKET WOOD JOISTS 00
TYP. CONC. FOUNDATION CONC. SLAB ` NEOPRENE CA 4J
DAMPPROOF EXTERIOR 6 MIL. POLY V GASKET •,' / --2x6/2x8 CONTINUOUS WOOD PLATE W
6MIL POLY ON EXTERIOR
V. GRANULAR FILL • ' l BOLTED TO STEEL BEAM WITH
_ ' • • 1/2 DIA. BOLTS 048" o.c. STAG.
V STEEL COLUMN I ' ' )•p
v ♦ C E ° 'w • V ROOF JACK " I1V�� •••`.� STEEL BEAM
•• C ^ CONC. SLAB •p 1,Q ANCHOR BOLT EMBEDMENT:
e •
COMPACT FILL = POUFED CONCRETE: 7" 4" x 1/4" x 8" STEEL Emw�
• •
V BLOCK WALL: 15"
ROOFING LAPS TOP AND BOTTOM PLATE
C KEYWAY FOOTING e p • • C
'a. • 7 p " w F�
•• , C•p •• CON FLASHING AT C. FTC. •p �•p e' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT REINFORCING BAR r 1" GROUT
• •O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 1/2LT ( )
3" STEEL COLUMN 0
I I I �
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING /8 DIA. ANCHOR BO
NG MAXIMUM SPACING FLASHING LAPS 10 KIPS- I �
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM -
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36' OC STEEL/ BOTTOM BEARING N
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL M%1
CONC. SLAB 1 r-SUBFLOOR
6X6 10/10 WWM I DOOR FRAME
COMPACT FILL
GARAGE
O Q_JOIST V
' I USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB
P.T. PLATE W/ 6X6 WMM \I SLOPE ,�y1
S • • 4"DRIVEWAY
j NOTCH JOIST AND ADJUST HEIGHT Q1
• .• '��, 1/2" AIR ACE A • 7 1 2" (WITH A NAILING PLATE IF NEEDED)
• AT END AND .. •.
t• ES OF HOOD 4• 'p - •• • '• ••• • TO BE APROX. 1/2" OR HIGHER THAN
GRADE • d ''"'a'"s"-a--'""+ •'' �. .,4'�p BEAMS �� p •°' ♦ STEEL BEAM TO ALLOW FOR SHRINKAGE
A' ' a ' a •• a p • 111.• ' • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" = 6X6 W.W.M. •' - - - +� - - • • - - -
O • • ,
C'II e• O 'p .m,,..
s 'D • D G d d • p p p ! • �-SUBFLOR
MIN. 4 s e • 'w �!'p `•p A-
REINFORCING BEAM FOR MUDSILL IF FEQUIRED -- MAXIMUM • • • w •
•j d REINFORCING BAR • NOTCH EQUALS 1/4 DEPTH OF SEAM p e'
I •O •� REINFORCING BAR • • e•••° ♦ • I- I
DRAIN TILE IST
12" ►I •• : SHEET METAL/30{ FELT UNDER BEAM AT POINT • d L)' C C • - - -STEEL BEAM
OF CONTACT WITH CONCRETE CR CONIC. BLOCK
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • •. 3" SHIMS TO LEVEL BEAM •T ��� T� '� ..
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
` lR�3" MINIMUM BEARING SURFACE --OR WOOD BEAM GARAGE DOOR BLOCKOUT "-;•
BEAM POCKET �► *�. '�'l► SCALE:
JOB#:
8/30/2024
A• Y
SHEET NUMBER:
4 "'y CCCPPP p A- 7
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ETA
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING F+�
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS)
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT �]
CONSTRUCTION NOTES: TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER
in The information within this set of construction documents is related to basic design 2).R cal framing
and s ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS)ER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PST)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80 V 1
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS)ER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTMONS HA80
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 0
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS)IER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS ao CEILINGS CASTER STUCCO
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS(B"THICK) 80 ) l/360 Imo(
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) Bs CEILINGS(GYPSUM) L/240
accordance with table 3.3. TO RAFTER
2.8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to ALL OTHER STRUCTURAL MEMBERS L/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift END NAIL NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAM I N C: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION Q-n. SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE W
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.:
P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.gypsum P tbd COMMON SMOKE&CO2 DETECTORS � 1-1D
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL �
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION o Q O
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 sJ,
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: a
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA q
FLOOR JOIST,BAND JOIST, 2-16d COMMO
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 W
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD � 0 Z
7).INTERIOR SHEARWALL CONNECTIONS: FLOOD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT fT� 0
FLOOR FRAMING: HAZARDS t■"+�I � z
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 0 Q
2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO
-
3).Provide 1/2"expansion joint material between concrete slabs and abutting �ctivel y. 20 PSF JOIST TO: PER TOE 130 B SEVERE 3 FT. 17 NONE TO HEAVY MODERATE 0
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: C
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE �( M
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE N
be installed with#5 re-bar,18"loll at 12"o.c..Use approved epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION NOTES
g PP P � 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD �
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:13 O L¢
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES.1 B
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. (BOTH FIELDS)
p ty 3-16d COMMON @ @
6"maximum lifts(layers). anchored on top of the beam or slope connector shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1.3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
JOIST ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. CD
the below grade portion of exterior walls prior to backfillin All fasteners,han ers and anchors to be alvinized or stainless steel. 3-16d COMMONt�-4 +.
g PO P g- g g TO JOIST I JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, C4 v
8.Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. cr) O
g q y ) P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 Cr\
Girders on concrete piers shall be anchored with proper steel connectors anchored v
FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. X Lr) ^
into concrete with a minimum 1/2"dia x 7"loll anchor bolt with washers and nuts. F T
" For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. �
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL O
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For X O
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. V. E .SG
g P gI STRUCTURAL PANEL 8d u
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC 0)
E
WALL SHEATHING REQUIREMENTS FOR WIND LOADS: v Do
Douglas Fir. O
4.Deck joists to have blocking at 8'0 o.c.. t-r
g CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE '4
SHEATHING LOCATION NOTES O
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashingshall be installed between the buildingand ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD it ,
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts g JOINT DESCRIPTION QTY- SPACING SEE NOTES:1,3(BOTH FIELDS) �' n x
4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. O
where needed. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted.all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE to V
( ) g Sd COOLERS � cn
WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. d COMMON @ 12"O.C. SEE NOTE:3 U)
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all dt
6).Concrete piers shall be a minimum 6"above grade. op
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: N (U
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES O W
openings between 41 and GO and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 19,
and blocking where applicable. QTY. SPACING
5.All flush beams headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COIAMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
vY h'g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7A6"OSB 3"O.C.EDGE W
PLYWOOD 6d C01+1M0 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential E.I
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. at
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD U �"'�
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. V
other access openings unless otherwise noted(typical). FLOOR SHEATHING: 0
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/Ir'TYPE
SHEEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ��Il
8).Dormers running unless
roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �s
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR
HVAC SYSTEM NOTES 8d COMMO (5.75SQ.FT.2ND.FLOOR)
1"OR LESS 12"O.C.FIELD
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF N
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED E,y
1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES: Fireblockin shall be provided to cut off all concealed draft
P g PP �Y g provL openings(both vertical and horizontal) �
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1.In concealed) y system q ) spaces or stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are bated on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed V
CDX exterior sheathinggrade plywood.Plywood to cover over plates and headers. using parallel rows of studs or staggered studs.
g P Yw �"' P 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION:
Contractor and owner for final review and approval. is nailed 3"on-center at the parlel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. W
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. G..,✓
members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �I
over subfloor as per manufacture's instructions. such as shear plates shall be Used t0 maintain load pant 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1�-S
1).All electrical to be installed as per N.Y.S.Residential Construction Code. , . DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor Level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. `
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO rN DRAWN:
ICOVER TOP ' SCALE:
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