HomeMy WebLinkAbout42359-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT�TMENT BUILDING PERN11T APPLICATION C
SOUT HALLC[IEC]HOLD,Ny 11971 Do You have or need the fOliowin
TFL'(631)'765-1802 Board of Health g beforeap;
F+-M, (631)765..9502 i nets of B
Sotttholdtownn urlding Plans
y.gov Planning Board a �_.
PERMIT NO.
Survey" PWrovai
Check
Septic➢^Dina
N.Y.S.D.E f
Trustees_
l.xamn'aed —�� � "— --
;_ 20f Col APPhcataon --. _—
Flood Permit
Single&Separate
Truss Identification Form` _l�lu
Approved p (�
_" Stoma-W_� �✓'�,� _�.20 1 d afer�.F#ssessaaaent Form
Disapproved a/c_- Contaet: Patti S,Szpara
- -'- Mail m-43-3,0 44th St.,Apt.4F
Expiration Sutarayside, New Yo
''
41r hone 34
3p.
APPLICATION FOR BUILDING PERT
� v'gOI"dwoo1.tla�ls INSTRUCTIONS Date January 2S
a This apPrroatron MUST � �"0 13
Date—
sets is of lalans,accurate Plot plan to sc alc` Fce according filledY h'Pewriter or in,ink and sttlatnrttud to tPrc Bulidtrr ]n
e carrn}adetely ftlded an tr
h Plot Pian showingla to schedule.
areas,and waterways tcan aflot anti of°lauilding g Spector With 4
on Paerraises,rc�lataonshila to ad
C. "d''ae work covered lr doinfncry
d U on a i this aPpdreation Ina r g Premises as P`M'c streets;car
PPrcava'crftha aPphs atiora,telae Building be cornnrenced before Issuance cr1
shall die kept ora the latertrrses available tear diaspectioa7 tdarougbottt the work..
�ih�Peatcar vs+ril issue a Building p Pltait�dsug I'errnit.
e No burrclrog shall Lae ocuu sed or used in whole or in tart l�or any l ertrtit to e a ]scant Such a
P PP
issues a C`ertafocate ol`i.tecrspancy, l pertrrit
r 1"vecyr btnld' a b Purlaose what so ever until the Btti)ding,Inspector
°ssrrara'ce car has not been completed withal l rattantlts frcrrn SuchrI data,17 no zorrira
ernaot shad'ex Ptre it"the tivork authotaeci lass scat carrrxnenced wxt]atrr 1 k
Property'lave been enacted in the Interimn,fire C3trrrditr x
addition six ntonttrs,ThereafCer, Incanths atter the date of
g lsasPeetor Ina €aanendanerats or otp7er regtrlatrors5 affecting the
�1 neev g Y a�uthoraz e„an writirre�
Regulations,o e1C�l"aon�1S HERV.3Y MADE
tothe
Buil d �,the exteiasiosa of the
sleet aid be r'ettuire
Building acne Ordnaanc e of idle Tosvna c Sc f3anldrn b pearnrt tier an
epartrrent for the issuance a1.a Building lac rtrast
applicant agrees to Comply construction of build s, rdc O'ounty",New York,aarat3�theraPPa aPale 1,aws
g addltidns or aiteratrons or for remove' th demolition e laerei'n Pursuant to the
author rzed eaaslaectol.s ora Premises and in buildraa x , descried or
wt�all aPlalrcable laws,ordrnatacus,building code,laca�usln
b for necessary Inspections. 8 code,and regulations.and to
"it
tea admit
CSrmgnatureofa- _
PPlicant or name,if a�o>-poration)��-
4 -30 44th i�gptw 4F,
gua1YState Whether applicant is dsrde NY 11104
adressof ---
- - OVEi 0caner,lessee,agent,architect, applicant)
engineer,general contractor'
ontractor
,electrician,plumber or builder
Name of Owner ofpremises
If applicant is a co (As on the
corporation,signature tax roll or latest deed)
___
e of dui -
y au authorized officer
(l`lanreand title of co po
orate officer)
Builders License No
Olot?]bers License No
Electricians.License IwCo. -___ _
Other Trade"s License No,----__.,_— ._
1• Location of land on which proposed work will be done:1t3 -
3o-wbee Road Mattituck NY 11952
House Number _ Street` _
County Tax Map No. 1000 Section 144 Hamlet ---.___.---___.
12
Subdivision
x-130-005Lot 36
a Existing u
Filed Map No. R 8
1 _
inse and occup�Y Premises and intended use e and occupancy of proposed construction:
State eaustira use and act,u ar7c at n.
b. Intended use and occupancy, Detached,Accessort,Building
lac air (check
� New Building Nature o work the�t.tnoval ._._.,___,Addition
which applicable):��crnohttorr -
Work
4, Estimated Cost— $4000.00
�. (Description)
Fee �
If dwelling,number of dwelling (To be pard oar f,—
�thrs�a
units —_.__._.�..
If garage, number,of oars _._.._„Number of dwellifig units oil each floor I phcatiou
__._.._
6. If business,commercial or mixed occupancy,
specify nature and extent of each type of use.
7. Hilneltsions ofcxisting structures,if any;Front _
Sleight Nurnber of Stories _wRear
Dimensions of same structure with alterations otions; Front
Depth Sleight r addi
IVurnber of Stories lesr
8. 13lmell$1011s of entire new construction:Front 15th
Height tett' plumber of Stories RearIaeptlr 20ft
0. Size of lot: Front 5011
--.Rear SOt`t Depth146ft
]0,Date ol`Pturchrase t'2/14f2015 Nairne of Former Owner NOFOLANI)Lt,E
1 I Zorre or use district in which premises are situated S,O.T.NI,NO. DISTRICT 1000 SEOTIOh1 144 B�OCt 1 1 OT 1
12. Does proposed construction violate any ronin 2
g law;or or rcgttlation'?'t ES
13. Will lot be re-graded?YES `—”No X
—�NO_X_ Will excess fill be removed from premises,F YES _
14.Names of owner of premises See Contact � ND�X
Name of Architect Adclress —Phone N'ia.
Name of Contractor Address Address Phone No
-----------Phone.No.
# if YES, SC�U THOLI)TC�'tt�'N TRUSTEES freshwater wetland?*YES N
1 5 a.Is this property within 100 feet ofa tidal wetland or a
I S f�E..C. PE _MI-MIMAY BE f7 X
-C1JIl.EfJ. * ..
*
IF YES,D.F.C.PERMITS MAY BE RE Cj1F1RTU.
a. s thus property within 300 feet ofa tidal wetland. YES NC �
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point onro e
P P rty is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES
* IF YES,PROVIDE ROVIDE A Copy. NO X
STATE OF NEW YORK)
SS:
Su
COUNTY OFSuffolk )_ —
Paul S.Szpara
"` ----- -.___..—.`..—being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the OWN'ER
(Contractor,A entCo
, � .—.. ..—__.... _.._..._. ..._._..,.�. ... ._.
g rporate Officer,etc.) —
of said owner or owners,and is duly authorized to perforin or have performed the said work and to make and f0e this application;
that all statements contained in this application are trace to the hest of has knowledge and belief,and that the wink will be
performed in tyre maruner set forth in the apphcatlon filed dierewatia.
Sworn to before me this
Z`E day of..,t
/40
Not Public Notar
Notary
at 7
y Putwtic-State
or Ute York S1 Mat —
bIo.Q1A1E�222532' tratu t
Quallied In Quasne county
M
Corncn.Ex trat .7 tole _.'.
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date. QA2.1/
New Construction: ...............Old or Pre-existing Building: (check one)
Location of Property j, / ^ Ae,*5 . o � ��' �
f:::.use No. Street Hamlet
Owner or Owners of Property. -�"" �'` -- � �" �
Suffolk County Tax Map No 1000, Section m Block .....�Lot
Subdivision Filed Map. LCot: ...�. ...........
Permit No. ate of Permit. 10 -Z0/ Applicant:Health Dept.Dept. Approval; vl ..... Underwriters Approval:
Planning Board Approval;
Request for: TemporaryCertificate _. Final Certificate: _ (check one)
Fee Submitted: $
V
Apl, licant Sigh r .
DWELLINGS i :vim: =T
S.C.T.M. NO. DISTRICT: 1000 SECTION:144 BLOCK: t LOT(S):12 WfPUBLIC WATER
150°
R10-130-0058 O °
EXISTING WELL
TO BE ABANDONEDDWELLING
I rxoa
PUBLIC WATER TO BE INSTALLED ED PROPOSED
LOT 36 50° STAGING AREA
AND CONSTRUCTION E%151hG tx�rxxa
ENTRANCE CL 29.8 �I-`-LT 11I IIC�I 4
• 144.53' Fc N U.P. t u l i1
N 69'22'66" E 4'CHAINUNK FENCE S a4S: w - 1 �� LHiull ipl
u -.,-
MOM EL 29.9 `^ EL(30D5) � EL 30.2 � -�+ i f 3 E•�.�
a PROPOSED,
C� TO GARAGE, o 100% PROPOSED LOT PROPOSED j �3
eco GP'31.0) EL(30.5).; DISTURBANCE GRASS DRIVEWAY E1(3€].9)
�
Z --
5 2O U'
35.7'
z DYELUNGS
R(30.5)( 0 a
vE!t MN
VACANT 0 PROPOSED 6 W/PUBUC WATER ER'EXj5
cTY FRM R CO I� � 150°
150° DWFLLINC sL„ � !Q
z LOT 37 aN C AYtaRRCE y E '
D
PROPOSED SOIL FFL{32.t) �' 'Mlt*1 -.LP '2a ... I
STACK P€!.E AREA –I CL 29.$
b EL 30.7 EL(30.5) ® t EL(3D.5) CA I
n MDA. j o PROPOSED WA SERVICEEL 30.5
5 --. 4' CHAINUNK FENCE –..– – n
14 6 ®22'60" `� 144.6`7' N
DWELLINGS "SILT FENCE TO BE INSTALLED I
LOT 38 W/PUBUC WATERER ALONG EXISTING CHAINLINK �
ELEV. 47.3 150' FENCE IF REQUIRED.
BROWN 0.&'
SANDY LOAM DRAINAGE CALCULATIONS:
BROWN �• A)BLDG.FOOTPRPNT D50 S.F.
LOAMY SAND 1.3 350 x 0.466-7600'REOLIRED --.PE
3".s �y j IC 3. „
— A):.GRACE FOOTPRINT 500 S.F. 1�
300 x OJI56=50cf REQUIRED
PALE TOTAL 210cf REQUIRED ZONED R-40
BROWN NON CONFORMING LOT >20,000 S.F.
TO M
ME (9)8'DIA x S°DEEP 0R L=2890'PROVIDED
70
COARSE THE I4`A7E'R SUPPLY WELLS, DR LLS AND CESSPOOL
SAND REVISED 10-18-17 LUCAP7ONS SHOWN ARE FROM FIELD OBSERVAP S
TYPICAL ORYWELL CROSS SECTION REVISED 10-14-15 AND OR DATA OBTAINED FROM OTHERS.
(CONI. PRECAST COMPONENTS) REVISED 10-17-13
AREA:7°230.2 S.F. OR 0.17 ACRES ELEVARON DATUM, ASSUMED
aacr � s amts w.a�
UNAUTHORIZED At7ERA77ON OR ADD777OV 7O THIS SURVEY PS A i50LATiON OF SE"C77ON 7208 OF THE
NEW YORK STATE EDUCATION LAM! CGi t£S OF THIS SURVEY
MAP NOT BEARING INE LAND SURWYORS EMBOSSED SEAL SHALL NOT BE CratiSFXPED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
°Sj°fP sJa^,F` ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOWRNMENTAL AGENCY AND LENDING INS777U77ON
USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
NO WATER 17: l THE OFFSETS OR DIMENGONS SHOW HEREON FROM RIF PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREF THEY ARE
=000 I![ — NOT INTENDED TO MONUMENT'THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES,AOD177LWAL STRUCRIRES OR AND OTHER IMPR6 EN7S EASEMENTS
AUG. 15, 20#3
AND/OR SURSJRF4C'£STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
-_ --- -___
SURVEY OR LOT 37 --
CERTIFIED T0; PAUL SZPARAp
MAP OF,AMENDED MAP PROPERTY OF MATTITUCK PARK
FILED: JANUARY 12, 1926 AS ?801
SITUATED AT: MATTITUCK
i
X MIN. 8' j Tom GF: SOUTHOL® NNE WDYCHUK LAN ST VEYING, PLLC
COL`AR J SUFFOLK COUNTY, NEW YORK
Profen,9ionai Land Saws and Design
RACK My UATERV Tn RE � _ Surveying
CL rAND AN ';RA L -- �r - P.tk. Bow 153 A€ae&o 4 gue° New York- 11931
-_ -_ FILE 13--141 SCALE:1"=20° GATE:AUG, 10, 20131. PHONE(681} –1558 FA.:(581)288-1585
N.Y.S. LISO, NO, 050 eas a'Iaa t a.Sys & Mh M.T.Yhk
DWELLINGS
S.C.T.M. NO. DISTRICT: 1000 SECTION: 144 BLOCK: l LOT(S):12 W/PUBL75IC WATER 'T
0' . ii€tF O-.
#R10-130-0058 *EXISTING WELL7 ( A,,,,---T I Et _p - -
TO BE ABANDONED I
DWELLING € EE€ �= "EI
PUBLIC WATER TO BE INSTALLED - `. tet. E ONLY
LOT 36 50,
,� CL 29.6
C, 3.0' 3.0' 144.53' pFc2.N u.P. i }.. `
8:,.E N 69°22'00" F,' 4' CHAINLINK FENCE EL 3p, 4;1'w -ON �T =
7-, ---_ I FCS T -
_ f r '-. -
MON. EL 29.9 _,� EL(30.5) EL 30.2 r '
DRY ti•-EL(30.5) 20.0' -_. 3 ! i--1 ._ �, T I s=, E `-S
Z 0 1WELL/ w 1 /'�1 >•":`t �a1--
PROPOSED
GGFA(R3.A1 0� GRASS DRIVEWAY '
^ VL
\ O35.0'- _ j
L' O w
w ,11 0 20.0' 10'M6d Etz
)(F. O tt
w
Y PROPOSED �' C.J j F.�.i DWELLINGS
VACANT -r1 z LOT 37 i STY FRM. W/PUBLIC WATER
150' Z DWELLING o U 2 a 150'
ON CRAWLSPACE v - Q 13
7 V i FFL(32.0) N ;.�" B'MfN
11 y O �, �,` j� CL 29.8
(A O 69.7' 40.0' o O '4
, i w
j EL(30.5 EL( 30.5) Z
EL 30.7 O t z O N
r O MON. c0 '•�PROPOSED WATER SERYICEEL 305
r ;
r F --- ---- r 4'CHAINLINK FENCE 144.67 FG'N
C-) 86Ls S 69"22'00' W $3 (+�
i DWELLINGS
LOT 38 W/PUBLIC WATER OD -�
ELEV. 47.3 150'
BROWNCl
SANDY LOAM 0.6'
BROWN r
LOAMY SAND 1.3' _ PECONIC BAYBLVD.
PALE ""� - _� -- - - ZONED R-40
BROWN NON CONFORMING LOT >20,000 S.F.
MEDIUM
TO - THE WATER SUPPLY, WELLS, DRYHELLS AND CESSPOOL
COARSELOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
SAND LOT COVERAGE=7233.3 S.F. REVISED 06-09-16 - AND OR DATA OBTAINED FROM OTHERS,
20%OF LOT COVERAGE=1446.7 REVISED 10-17-15 - -- -
PROPOSED USE=1260 REVISED 73 assuMEo
AREA:7,,230.7_230.2S.F. OR 0.17 ACRES ELEVATION DATUM:
UNAU7HORIZEG AL 7ERARON OR ADDITION TO THIS SURVEY 1S A VIOLATION OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEAUNG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE DRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUnON
L157ED HEREOII,AND TO THE ASSIGNEES OF THE LENDING 1NST7TU770N, GUARANTEES ARE NOT TRANSFERABLE.
DRAINAGE CALCULATIONS: THE OFFSETS ER DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NO WATER
17' - NOT INTENDED IU MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,A00177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSC•RFACE S7RUCIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
AUG. 75, 2073 1,260SLOG.
x 0.11666=RINT 7,260 SY.
2100 EQUIREDPAUL SZPARA;
SURVEY OF: LOT 37 CERTIFIED T0:
(1)E'DIA x 5'DEEP DRYWELL-211cf PROVIDED MAP OF:AMEVDED MAP PROPERTY OF MATTITUCK PARK
FILED: JANUARY 12, 1926 AS #801
SITUATED AT: MATTITUCK
TOWN OF: SOLIIHOLD KENNETH M A771YCHLRK LANG SLIFRVEY)NG, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
PHONE(831)888-1588 FAX(631)298-1588
FILE A 13-141 SCALE:1"=20' DATE:RUG. 1 0, 2013 N,Y.S.��0682 malntdning u,o moords or fmbert J.11-n—W A XMnet5 Y.XoTebuk
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1).8' THICK CONCRETE BLOCK FOUNDATIONDRAWN _.�F-
20'-0"20-oa '
2).F UNDATION TO HAVE 16"XS"CONCRETE(2X4)KEYWAY IN FOOTING. ,
F OTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON ' 1/21/2018
DISTURBED SOIL(MINIMUM 3000#CAPACITY).
3).4 CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN)
SAND ON 6"GRAVEL SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR A ________: SCALE: SEE PLAN
(NAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE 3
BARTO BE INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON.
4).P',OVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES SHEETT BE INSTALLED N O.
OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS
S _L GASKET. FOUNDATION FLAN
5).P OVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS,
1 TERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A SCALE: 1/4" = 1'-0"
INIMUM 15"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
B ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
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No.8 im
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BASED ANCHOR WITH I6'OC
21n.EMBEDMENT LENGTH O
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( ( 11 11I I I ( ( I 1 11 • ( 1 v/
21n.EMBEDMENT LENGTHLL
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BASEED AANCHORWIITTFI 16.00 I I� 1 i II 1 II ( I f O t,..,..�-•._ -^--.
21, ENT LENGTH • I I , I • , I I , I I �, ,
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(ALTERNATERNAYWGOD I I / I I \ I I I C :j 4� •:
TNNE:7/16"O.S.B.) • � � 1 / • f � � •• � jf � \ • � � 1 / • -f� 4 d; �F# p F
1 IR"APA RATED SHEATHING 4
GRADE PLYWOOD
I ( (ALTERNA7IVIVE:7/16.O.S.B.)
FASTENER TYPE: SPACING: I I l I I
2X4 DFx2 I I W'
BASED C-SCREW I 1 I oI STUDSDRAWN BASED ANCHORWITH 10'OC 1N
WINDOW SILL 2In.EMBEDMENT LENGTH 1 1
TYPICAL WINDOW OPENING No.10 WOOD-SCNEWS I I' ( I
BASED ANCHOR WITH 12"OC I y
PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH (
THAN 4 FEET IB/ASEDANCHOGRWIfH I6'OC i t i t 7H (I' �'- i 1/21/2018
2In.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLTE$ FASTENER TYPE: SPACING: .
AND EQUAL OR SMALLER T2OGEETTHERF�WIH5 ELNELN CONNECTED
SSSTTEEEL No.8 WOOD-SCREW SCALE. SEE PLAN
OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH B"OC
THAN 6 FEET AND NUTS 0 2'-0"O.C. 21n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH B"Oc
21n.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER BASED'ANCHOR WITH I6"OC SHEET •
THAN 8 FEET 2In.EMBEDMENT LENGTH ■
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC. 1609.1.2, 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMIUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
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.
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.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 41
i..i.1
V
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
&-m
O
KING STUDS \
RAFTER WALL STUD
ENDWALL CRIPPLE SND BOTTOM PLATE W
I . U
On RIDGE LEDGER BATHTUB
HEADER DOUBLE JOIST
SIDEWALL Q V
RAFTER
JACK STUDS 11.4
JACK
V J
FLOOR USP NUMBER IDESCRIPTION APPLICATION uj
{�
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS � O/� J
ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT / L•J r
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR M
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WTH (2) JOISTS. UNDER WALL. VV
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"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER
FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. IALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER JAPPLY TO EACH RAFTER/ LEDGER BLOCKING 024"OC
F-1
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP so
VENTILATION CHANNEL O
AS REQUIRED
RIM BOARD RAFTER
. , ' , , , , •• RAFTERS MAINTAIN
SILL PLATE(S) VENTILATION WOOD JOIST
,• , •• , TOP PLATE BLOCKING BLOCKING
FOUNDATION �• �•
• 2x4 LEDGER
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC, 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A _ FASCIA
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS
RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD
ON ALL OPENINGS .OPENINGS OF V4 INCH IN DIMENSION.
INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION JAPPLIICATION I SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDSCONNECT TO
ON ALL OPENINGS / i 4" - 6" RAFTER RT10 10-3/4" x 18ga.TYDOWN ANCHOR EACHI RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
�`. OVER BEARING WALLS AND HEADERS
INSTALL 4'0" O.C. CONNECT TO
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-i/8" x 20ga. TYDOWN ANCHOR
EAC HI RAFTER
ON ALL OPENINGS
2ND. FLO R WALL
ui
RAFTER
WOOD JOIST
TOP PLATE GIRDER/HEADER -4
N
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOISTui
LL.
AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD .� W
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C.
4" - 8" LSTA36 1-1/4"06` 18ga. STRAP AND JACK STUDS E
USP NUMBER DESCRIPTION APPLICATION
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH CD
ON ALL OPENINGS CONNECT EACH THE PROPER STEEL CONNECTOR.
RT15 TYDOWN ANCHOR RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERSZINSTALL 4b" O.C. z Lo8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTSON ALL OPENINGS SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
W co p N
r■A' Lo
I
DBL. SILL PLATE I V/ < O O Zo
TERMITE SHIELD M
SILL GASKET O W
4 I I O
<wA CONC. SLAB '•� � r �
TYP. CONC. FOUNDATION 6 MIL. POLY V. , co
DAMPPROOF EXTERIORGRANULAR FILL . i I 1 O �/•�
6MIL POLY ON EXTERIOR STEEL COLUMN , ,WCONC. SLAB ANCHOR BOLT EMBEDMENT:
POURED CONCRETE: 7"
• V COMPACT FILL >I BLOCK WALL: 15"
KEYWAY FOOTING ► V • d • 40. uk /'� ' •,
G'p CONC. FTG. •p Q'p ' USE WITH 3x3 SQUARE WASHERS , ^ r
s•• •N ;O ANCHOR BOLT CONNECTION (USP LBP558 OR BP583) Q)
Q REINFORCING BAR FOUNDATION 5/8' DIA. ANCHOR BOLT I I I N,!'
ANCHOR BOLT CONNECTION / R -.1,
SU
DRAIN TILE D • MAXIMUM SPACING ' •_.�
SILL PLATE TO
E FOUNDATION O
(CRA WL SPACE
OR FOUNDATION) 1 STORY 72" OC
FOUNDATION
"
SILL PLATE TObr �'-�.• 7+ �'•
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36 OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3`STEEL COLUMN ANCHORED TO 24`x24'z12"CONC. FTG. RA PA R F FOUND N a_
}
WALL BOTTOM PLATE - FOUNDATION 1-2 STORIES 57"OC �� �"'^•-(��1 4 ,p,�,,,`
SLAB-ON-GRADE
r-SUB FLOOR �:7`• �i„�°'�
CONC. SLAB DOOR FRAME DRAWN BY: JF
6X6 10/10 WWM GARAGE __jo-_JOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT Q
•: 4" SLAB 1/21/2018
W/8X8 WMM \ • SLOPE
• . P.T. PLATE x 4'DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
e 1 • • 7 1 _- (WTH A NAILING PLATE IF NEEDED)
' , �p"� �. •`• •' • ;• •' TO BE APROX. 1/2"OR HIGHER THAN
• `�,T•p �p A T e, •• • STEEL BEAM TO ALLOW FOR SHRINKAGE
RAD d '--Q-�--•T-'--'Ir a s • O4 4 •• •.:,' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE: SEE PLAN
1 6X6 W.W.M.
2" a a^•,_a e••� . •p p •O e •gip'p SUB FLOOR
MIN. a I:� ► •O '• n'p p y _� C f e. • w e
• I—II - MOIST
d REINFORCING BAR .0 �� REINFORCING BAR j•• : C O•'• a Te
I ). O •O • STEEL BEAM
DRAIN TILE I-0 yIp
12" • " PLATE (BOLTED TO BEAM) SHEET N O.
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WTH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • "
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
GARAGE DOOR BLOCKOUT
V
GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: x
1 RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION
). R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING
CONSTRUCTION NOTES: 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 (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL w
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framingand shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH
8 P P TOE-NAIL
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
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 PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT rT,
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 1+1
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM-SBC END NAIL a
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 ATTICS w/o STORAGE 10 r
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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 v
accordance with table 3.3. TO RAFTER I END NAIL DESIGN LOAD CALCULATIONS H
ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill late,or bottom late with uplift TO RAFTER END NAIL
P P P ROOMS(SLEEPING) 30 O
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 FRAMING: STAIRS 40 Vol a C'7
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
QTY. SPACING O
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.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 PER FACE NAIL
P P P P 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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
5).Refer to the Window and Door schedule for exterior openings. corners. 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
1.4
or exceeds manufacture's specifications and applicable codes. Type I 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
STUD O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Ym•�
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 FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 1314 IRC. O
gypsum P 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
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 - S
8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior factor in shall meet the requirements of table 3.i5a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
(MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
MPH
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL LOAD NOTES
SPACING
2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO11YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON
masonry g SILL,TOP GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING (EACH TOE
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 TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be Installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING
5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST 2-8d COMMON EACH TOEEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
o Where a ridge Is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS)
to be minimum 3-1/2 Inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
6"maximum lifts payers). anchored on top of the beam or slope connectors 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.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast iron foundation vent for every
6).Crawl spaces provided with r minimum 150 sq.ft..oof area.x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
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. TO
JOIST PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON 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,
8).Draina a as r section R405 of 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.
g � J P SILL OR TOP PLATE 2-16d COMMONTOOT
SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2.Tabulated 12 Inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. LL
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ) P g 8 g
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. LV
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL W
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 7
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. L
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Q) _
o Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: (D .
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Z T_ Z Lo
SHEATHING LOCATION
3).Floors,walls,ceilings and rafters to be spaced at 16 Inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION UJ
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) N
where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 1
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD _I X J
( ) g WALLBOARD 5d COOLERS 10"O.0.FIELD, INTERIOR ZONE 8d COMMON 6" Q O O L0
Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all @ O.0 8d COMMON @ 12"O.C. SEE NOTE:3
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)Jack studs and(2)full length studs on each side of WALL SHEATHING: Z M M
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 U
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL _
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. r
and blocking where applicable. QTY. SPACING � O � co
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 13.9
5.All flush beams headers to be installed with heavy du alvinized hangers and 8d COMMON 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall � a, (D
"Y tY g g PANELS WFCM-SBC be used.
6d COMMON �-�
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"0.C.EDGE
6).Double up Floor joists under walls that run parallel to the Floor joist and under bathtub PLYWOOD
1).All water supply,drainage and venting to be installed as per N.Y.S.Residential 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with ^ -
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.
onlans.
Sd COOLERS
p WALLBOARD 10"O.0.FIELD
7).Provide 2-1.3/4"thick microlams(height to match floor joists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
P PP FLOOR SHEATHING: P g g P
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Q) w
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONt'T
8).Dormers running up roof rafters are to be supported by double rafters on either side QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. °' F•"
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE ) Y; <, •, ,
Sd COMMO H-
1"OR LESS 12"O.C.FIELD t
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) uY;^
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
requirements. 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 Fireblocking shall be provided in wood-frame construction in the following locations. i
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. '
equipment supplier. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and floor _t'' o•
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed D��
3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g g g - v s
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to Floor Joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 1/21/2018/�i1/�O i1p
8 over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 1 such as shear plates,shall be used to maintain load paths. drop ceilings and cove ceilings.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code.
to have regular 1/2"sheetrock.All walls to be taped and finished. SCALE. SEE PLAN
3).All electrical work to comply with 2014 NEC. to be reduced sol-lbd nail per foot.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
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 SOIL COMPACTION: flame and products of combustion.
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET N O.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.