HomeMy WebLinkAbout39357-Z v Zoning:3780 Orchard Street,Orient NY
VV Lot tax number 1000-027-3-3.5
•� w
l GT1�O �► Lot areas Total 72,678 SF
U"lzL4Tlct GTeV
t Unrestricted 43,425 SF
Restricted 29,253 SF
p120p0' � 1 'SToI }� Zoning District: R80
Permitted lot coverage 20%
l�5'['l►-a 3� b Existing Lot Coverage 1,462 SF 3.4%
Coverage of proposed addition 326 SF Z
, �CT 4� �' Proposed lot coverage 1788 SF 4.1% W
N p„ilC �-----y^ h U � Yard requirements w
�V 1 Front 60. FT r
4
Rear 75. FT
Side 20. FT min 45 FT combined
�CISTI H G n Notes
�
j 1. The existing septic system was inspected and
approved by the Suffolk County Department of Health
Department February 14, 1986 application number
1450109 and is adequate for up to four bedrooms. 00
2. Provide new 6'Dia x 4'high drywell (113 CF) to 01
recharge a minimum of 2" rainfall on the 326 SF(55 CF)
i of the new addition. },
Z
Drawing index Z
W
Sheet 1:Site Plan/Index fY
I I
O
Sheet 2: Plan
I
Sheet 3: Elevation LLJ
W
! Sheet 4: Elevation Z X
Sheet 5: Elevation
Sheet 6:Section ��RED AS N
Piz-
Sheet N01: Notes �`� ��`�� ��
Sheet NO2: Notes
Sheet NO3: Notes 1 N O
%0 '
a, 0 " a4
,/
h O W
am x
� w
I
P.-o
,
ft
I
i
} --- -
CL
V4 C
OE
_ o
- _ Z
Lx
� S
H �lbb T a►-t
►/� N
0 N
� � v
�REo P 9C, / a U
O �
w
�c c�--r11-4 c1 �--
•STc�1�-� �n17 row
I ~LO
i
IL
2
I E--
Z
W
H
Wa
Z OC CN
U
aE D A'9C D U
� a
* a O a
0 00
� .
a. (Y)
)2
4 W
jL
t�
d
t
w
� f{
1
-
� � W
I O
O � N
�\ N Q
0
(L O a
0 OD
v-
LO
:sa
- w
z
0
- w
I � int
j
i _
f
i
i
!
I11
O
-- w C)
0
IL ON
VI N
D cv
U
„a ? 0 U
W
Qi
' Q. M� p.
W
� '`"
ti w
LLL
�2oc3 VrE:N T i` }
{ ,In
Tt
U
w
--- - ----- -- --- _�=v is L4 Tr �o� l-j 0
z
IM
E--
w'
_ O
_ w
0
w
z �
u
0 � N
(V
C
Y
u 441 W
�! conic OLlN!U :lao
a.-O
0
.�
021 .��
__ -
OF ,
i,
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1}RAGE-TO-RAFTERASSELBLY: ROOF FRAMING: OCCUPAWY CLASSIFICATION R3 RESIDENTIAL �.
1-1/CxMg ge*Wshrbe4a&edbexhp*of I s nawadsroebtrkl4. NAL Hill NOTES RE90ENTIAI_D1tEllk/G
s volar is k used n leu da ddge sb .to music d tOd oommoe rete mquWd JOIWTDESCRIPTIONI OTY.
CONSTRUCTION NOTES: In each end of to ww is need not aroeee tib tater l nahber dbd nab nue jinj RAFTER TO IT WALL:Sad COMMON EACH TOE44AIL BUILLIM HOW (SEE PLANS) Z
TOP PLATE w WALL 4441 COMMON RAFTER
t}The ircrntatiat wixkh cis xot dcoMstruncton documents k raided b basic design 2}RAFTER-TO-WALL ASSEMBLY: TOTAL SO.FT.OF CONSi W710N (SEE PLANS)
and hmkg dclrs.They arc ktl, -, as s oonsY«fon aid.nota axhat ups [ROM and she«Val coabders br ralbr,Delp«lass b by plre shr be n CEILING JOIST s WALL;340 COMMON EACH -HAL
a gaaragy aocapte0 good buldirg padxx and rx,mpbnhoe with crrrerr NM,wvod b table 3.3.tewe a after or do not Tal to wlh Olds below.ra0ay TO TOP PLATE 1W WALL 4ad COMMON JOIST T1YE As PER N.rS. RESIDENTIAL CONSTRUCTION CODE AND '
Sale bhritdag codas.T1he Genwai Coriacb is asporeable for pioeidsg stardador trusses shr be allada;d to to wr top pbb and towel lop pole dal be attached to PER CEILING JOIST TO AS PTABLE 3.7 EACH FACE DESIGN CRITERIA
construclondebb and procedures to ensure a py finished.Ouctsay,
shed. to the well sldwAIhepM connections.Rook o`Mangig to ag side of to W Mg PARALLEL RAFTER WFCM-SBC LAP W1l �.
sound and a weatherproof mnpleb0 producI shall be corowled wdh WK coascsas In accordance ells table 3.3e CEILING JOIST LAPS AR P—TARE 3.7 EACH FACEFRAMING ELEINNTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL
WALL-TO-WALL ASSEMBLY: O�P��TWFCM-� NAP MAIL EXT.I3ALCONIS 60
}The General Contractor is responsible for erstang tat all work woand mMbuc6an } DEdC _ 40
M:onent federal slate,county and local codes,ordinances and ropJa6wa,air r studs above and shift IrxI a War level dal be afahad with splitconherlers n COLLAR TE AS PER TABLE 3.4 EACH FACE W
These codes ere b be considered as port of specificationstspecificationster bb building and -,-chino-wlth bile 33b.When wet Ads abuse do not fall n los,db aids below.to TO RAFTER WFCM-SBC END NAIL - AT11CS w/o STORAGE 10
should \ w
be adhered to even d In variance wltlh The lank studs steal be adaJoe ba ochre onh.weber In to loerassemhy wih uplift aaaders In LeIAAFTE 2 ad COMMON EACH TOE AT11CS w/STOR/K;E 20
ante able 341 To RAFTER END NAL DESIGN LOAD CALCULATIONS ROOF (GROUND MW LOAD) 20
3}Oknensima shall take precedent
NOT SCALE DRAvnr over scaled dawthga }WALL ASSEMBLY TO FOUI/OATM RI� 2-16d COMMON AC EENDDD (LIVE LOADS PSF') ROOMS(OTHER THAN SLEEPING) 40 1
wag OdssNot be connected b to foundation.a@ plate.orwtbM.plate with upfa ROOMS(SLEEPING) 30
}The designer has not been engaged for oawnMcton«pension and a re sled rope old lake,aiirma enbeduwrd 7 Mash mtoele WALL FRAMING: STAINS 40
respandbilly for construction coonliatrg vitt terse plans,nor sespons6gy for and-alabroargeds.15 tidos naasaay bloc sadtfons,or topped under
construction mass,nenods,ledWquac sequences,or procedures,or f«safety plate and nale41naooadrge wthtabk3.3b.VOwn steel swaps are topped under to JOINT DESCRIPTION MNL NAL NOTES CTION
precaullons and Programs h connection alta to work Thera are m varrarhtles for a 200
plate.s tech squse washes sial w used oM to andpbafts.Artdtorbd TOP PLATE To lTtr PER FACE NAL ACING OSURE T DESIGNED FOR CAT.C
specific use expressed or lapped n the use d tare pare. i b be spaced and siaedIn aooa I b ane 32a n addion b apadnp, TOP L� -t60 COMMON Fool 5�NOTE 1 LOAD PAIN SEE OONSiRUCT10N AHDNlq PATH CONNECTbII
anchor bale are b be apaocd Oclween 6-12'ches fna fe end da si plate arhd r
}Rota b the VVitdow and Door schedule for exterior opa ingL corners. TOP PUTTS ATJONTS FACE
(ROOF-FO"A710N) DETAIL PACE&601ERAL M07E PACE
INTERSECTIONS -1641 COMMON EA,SDE HAIL SCHEDULE 91 GENERAL N07E PAGE
4 or The General C«dracbr b b ensure that maso ry orprelahraded fireplaces meek }TYPE I D(TBaOR SMEARWA L CONNECTIONS:exceeds t anuac we's specifications and applicable codes. Type I exterior Wow wa4 with a nk*swo of 71%nth wood structural pad a to 040" 5 STUD -16d COMMON O2,r FACE SEE FILOOR MANS AND WVW SO4EDULE
� —NAL— .
allached with ed canteen nrs at r one r to pawl edges and 12*as n the Odd,and FIRE PROTECTION
The General Camacor k b coast Wh to owner for r ts"lens 12 ire gypsum waI an to I Amb staood with 5d cooler ars at r one.at pad ATO tsd COMMON W FACE SEE FLOOR PLANS
such as booloeases,dhabktg,pantry.closets•tins,da. and W cc.n to SM sir be n accordance wit In brglh rePiehrents specified .
1011193.15&-0. TOP OR BOTTOM -16d COMMON PEN 2x4 sTUD ED7RUSS E A
}Wind load xerytMtenk sial be taken nb mccura dog co sirudst. PLATE TO STIR -i6d COMMON PER 2x10 STUD HAIL W
}TYPE l IXTEWOIt SfEARWIW.CONECi10fIS: BOTTOM PLATE TO-,FOUNDATION NOTES: Wegwalrs hsnagddrawdtaregiawersdbbbllsaetnesMsppreprab FLOOR JOIST PLATE
,� PER FACE NAI CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
1}The General Caiaeer and Mason b review plans.ekvras,defats and notes b + faubs n bbb 3.15 END JOIST OR BLOCKING COMMON FOOT NOTE 1� GROUND MIND SEISMIC FROST VrN1ER ICESHEW
delannine Mended lsighkdgrbtod"a)above nit grade. Nn�aOR SHEARWALL CONECTIOW FLOOR FRAMING: FLOOD
sldewagbMtgtspovldedntade3.i4shrw SNOW SPEW DESIGN 7HEItdK' LINE TERMTE DECAY DESIGN U DEtLAYMENT FLOW O
psu.i, IDbenseased when LOAD µIFR) CATEGORY DEPTH TEMP. REQUIRED
AZZARDS
2}N laeWnDt b Tea on tatdkbrhe0(vkgb)dol. slwanab and oarac1 shr be h accordroe with JOINT DESCRIPTION MAIL � NOTES 20 LBS 120 B SEVERE 3 Fr. W MODERATE TO 11 NONE - Z Ili
4.42 and 221
).
Provide 12'egxasln joint rntalerlr between oorwvele slaw ad aburWg JOISTTO: 4_041 COMMON PER TOE -
«n"�`''walls oo�hei°"`««"*°'eOIn""""'°s }» Oa�W� �-TOP KATE OR JOIST NAL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header rtcla oder oarocgas std be atadod wish pit!nartetlsts n a000rtfans BRIDGING EACH TOE
}Ary new arwaeb wale baknp attached b bdWng eawve0e tshobn dhal 2-40 COMMON NAL EL EDGES
NAL SPRTS IN AT PANEEDMTE
Insured with 95 nswr,l4• te111e 3S wkdMwr d plass rd w have aid conrdas h amerdaos wit We TO BLOCKING
QIST ETD NAI. SHEATHING LOCATION NOTES
erg er fr ane.Ilse approved clary to ksalalm.
AT PANG�tx'Es SUPPORTS N THE PANG FIELD
EACH TOE
Uses OdhaMee nhaee,r Tabs an grade b w 2500 psi Conaeb b w
TOJOIST 2-bCt>hP.pN ED MAIL C PERIMETER EDGE ZONE COMNON06-aC 4d COMMON @6.O.G SEENDTES:1,3 _
on 4 not thick sand or gravel Y with 6x6 wine ateslh anbrci g.IMhlerior slabs }CATHEDRAL CEILING ASSEMBLY:
S�!ETES1(BOTH W
w relxu312
nin trh tick.N b w A angaced b 95x relativs dertry wit a rdge k b w used as.s6uo,nl bean,toavis old nllw w nxlcod and BIOt]ONG T6 3-16d COMMON EACH TOE INTERIORZONE COMMON@ S O.G 4tXI
41 MMAON @ itG O.
NOTE NEL 2 FOR PAFEND
madm
nnpfts�} codta wd
lop or slope eonnheclons and w.tb
attached each albrb4ldpe SLL OR TOP PLATEBLOCX NAIL
}Cowl spaces b be provided nth a rriiraah Wx 2W access epehng•Install anealong fb Me above
awn calling padol In building.ConnectConnectionsroons Iota COMMON
a rdge d Vel shall be be LEDGER STRIP 3_,w EACH FACE EDWALL RAKE AND RAKE TRUSS COMMON @ lOJ:. 4d COMMON @ 4.O.C. SEE NOTES 1,3
cast frau louatdaton veer
for every 150 sq.L d area adodied wove rMMuiemerkc TO BEAM JOIST NAL
stir dbudron
DECK AND COVERED PORCH NOTES: JOIST ONL� 3-4dCOMMON PER TOE NOTES
T}Der ppod awfh pland tae coating as parsecton PA06 TO BEAM JOIST NAL
Y.S Residential Construction Code.A&"Polyethylene in shallbe apxpxie0 over 1}Ihiess otanvise noted,r Irenig awbrlalb w IN Atte pnesswe trseted M&rter. BAND JOIST PER ED THESE NOTES ARE ONLY TO BE RlD1 TO F Mt3NT101EO N SCHEDULE NOTES ONLY.
to below grade portion of exterior waft pdor b- 10 g Allalents.hangesadaricosbwgalvittad«stsieess dead TO JOIST 3-16d COMMON JOIST. NAIL 1}Forveof sfinesinp w4tix4 laeto poknelar edge dlhe mokicluAMg 4 feel on cam side dta mdpeak
}Dairage es per sec6ax R405 of WYS Residen6l Co sCucrion Coda- }Gidws fordeck Joists b w bolted b eaehpor wft waders and ark. BAND JOIST TO: 2_Wd COMMON PER TOE NAL the 4 fad perksekak
t edge more alladonrequired shall be used.
Ginierdonconcretepesshall be Arp
id witopsdid DonstaWsandnonad SILLOR TOP PLATE FOOT SEE NOTE.I -
FRAMING NOTES - cotaae with&niinan lrr do x rung widow bd v t wallas ad ora 2}T arsh tsd l2 tech v ft c&4paig ass gw nal s a ft$ bo nduo a/auks ianitp nwnbes wNOx G�0.4A O
I}All Gamkg Iedripnrot and rtteth00s as DnescrtoM"e design 412006 SBC High Wind � For nip members wit @42 .49,the Tal sprig shr w reduced b 6 trJrs one ^
dlbn Wood Fawning dw*r s aryl cion MlsrwaL 3).Polk suppmig 96dess shall be adored b a 12k121rr IMA eertode botkg. JONT DESCRIPTION . SPACING 3}Tabulated 4 kWh o.c,nr spxaakg asshanes dtmtitg b after/sass Manig r wriers wMA 00.49_Far 1
Use amnknure 10 da xSing arl,bot dtt wanes and nuts.Fooigs gag be 3 L PER TAME&8
freMdgnnernians wilt 0.42<GN.19.tosur apsdg&halwr,dradbshdres one
tA,bttamtwltended.raarigadta,x�.•a,waadrabra+bwn.BTR. grads. with'�aia41bakdtatlaa.traaoeMxoatapkaf«ragkdea TU ALParEL ea „�,-� WALL SHEATHING REQUIREMENTS FOR WIND LOADS: +—
DO �- }Ded look b have Modig ov en o� NAL SPACING
CEILING SHEATHING: THING LOCATION ATFA18®GES rfid
PORTSNATtEPN1aFE1D� NOTA
3}Floors.waLs,neitgs and avis b w apaosa a 16 tidos os.tress noted - A nkin.n d 10 box l'' &hal w kwtred betoeen to bulOg and ledger. fNAL NAIL
otherwise. Ledger b be fastened b building with l2'da.bots wit warws and nrs [OW I'MCRIPTIONQTY. SPACMIG CE)GE ZOfE COMMON @6.O:C4d COMMON @1r O.C. HUTMI.s(BOTHFIEDS)
}!Nest amerwtse ruled,r beakg wel loaders b be(2)2x10 t2•BTR.Doug.Fir. ne0ded' - EDGI
NOIE:2 FOR Pitta FIELD
Swing wall It o, 11 b have(2)pdc Ods and(2)tug bell soda an each rote d r }Cenaele pies Ad be a orkiman 6•above grade. WALLBOARD t:oOLER.S Vr MC•FBO NTEFWR ZONE COMMON @ or O.C. COMMON @ 1r O.C. SEENOTE 3
LVLT I Iota"(3)JaAawtad(2)M.ergt,awean«axalded WALL SHEATHING: NOTES I—
BeabgwawkdowdisabrasotwmMwbdewsipkbsfw Zo4wr 4"joists to be supported with herr es and anchors.Each Joist shag alsowanchaed
openings between 4'1 ann ane 2x10 val openings beawea"I end M Povide be oderls} DESCRIPTION NAL NAL THESE NOTES ARE ONLY TO BE REFERf�TO F MEfiOHED N SCHEDULE NOTES ONLY. !a E D A Iq�
and btodesg where apxpxlcable. - - QTY SPACING '�C• •Ly' .
.N Mete beaMtrrtnea41as b w Installed w,Tlh travY duty t tir4ea and ).Covered Roofs dot w assmibd and rhdtwe'go sato masws.s.typed bhAdlrt4 � 4d COM40H OAS PER TAKE&9 e tlteattg wish 4 held fie mMrws,to 4 ted edge dao atledaranr xegniarwvxk old �N P�nR+
awhors wham ofook ere b r ran ec&V plea. PLUMBING NOTES 71W ase 3•MC.EDGE '
Dale up Gwjdsb under web tit run parrot blheborpkdarduderbatubs. t}Nwwlvxsppy.dranagmedvenigbwkstalW cap*rKYS.RssWenlal PLYWOOD 60 LbMA0N rO.C.FIELD 4 Tabulated 12 kelt o�c relapait9 assuaes stsatig attached to Odlrartighhwrhbes witPloorart
G>M49.Faiarnig aw do wNh0.42dsc,ibrag fpr 1 9 shall be aided b 6Mas one y. .
b ave Oerruie rte Installed alar w verified for polar bad apody unless noted Code. GYPSUMSd COOLERS r O.C.EDGE
aepirns. WALLBOARD IWO-C-FIELD. 3}Far exleri Wd sklrg.9"ked box nrs shell be panned To be_sLtsamd for cornice Trek.
2- (heltihib ficarjobts),ok.xd dtakwel axdkr 4 Verily spit sydwn wlh The Eno—for Sal*County H«rx Dspawat apprwd. FLOOR SHEATHING:- NOTE- [Li L�
}rwala+res.plain«plsba cut oul&Aft aagatatbraypuairgr.bedwmk ppl LwL wvL CO(MCTORTo PI�OVW.SMTEST To%MFY CSS } t iii
f3aMerhenanrsigrp�olralWsasbwsypanbdbydabbraMlasoneYxerside sds4atebradlpaMpbtaebpaebclaMssaastatsurses.VaigywYnto QTY,. SPACROG ,'»
applicableirtessolerwlsenoise. codeandnanhosast:reunmmerhdabnTai.rYr.rltiram.,nd.spaiinppemhftsd. - PANELS seCowaxIDIf S.O.C.SiGE EXISTING( M M3(!0( CAPACfTY.
n ctiTtlFss 1rocFiEi� T 02AA
I4ovlde md3grorMpng h goerJobts tai Blit aa_the trot blapJMg n poor JaMs HVAC SYSTEM NOBS - 1].PitpYOE s/le TYPE,K AT.M
t7I$TANCES FOR HONACCEsspeLE AREAS. Q y O (V
rbesdng ab: 1}11- tfrOaeoniacerkApasifeir.alai.kxgla.�,pplirabYeaadedaxd.dey NOTES: 2}iuEzSlMPsoM,HAFtGBts;, PEOfOTECTLVECOATwGfoRtx3NrAC`r.Wmt/ICO. �•1 (!J N
3)g/STALL1-Ce;¢ 7EtiiAff TT} MKPERfiUOR �F N�
Provide Insulation bales at Gave vers between rafters.Install"Wdig as N.10RE 1ES AONLY TQBE;I EFEPRED TO F Q Q ,N
MVAC aemnktractak b tiny Ooadnule r dyclen dab,nte napiarwrs with caw Mr34TlGI�D N SCHEDULE NOTES ONLY. Section $ fTREB�OG(1dG f DffIRf13 - .-e
Flre0locking: l on Tae prou(d.d 6,6W'4� id concealed troll apenngs(both vertiod dna hortzontd) i
71).Ihiaas odhaVis rtoed,r rods ane web b ave a rhiirrum 7!r#ick 4py Rio Supplier. 1}N,iny au4ianeni am based an wallaaatig and-to form an efttivw ec "IFS barrlow 6etwean OW118%and between a top stay and the roof Voce. V
COX aoalrsheringgaaepxlywoo0•Pywoodbaveio WOWAsadw.der: tNACabaneadtbpoddeiaigsbnttyardrawl odu&MklDtoGerxaap rtebI 609k Wyal - i'e-ebl«kitng Shall be ptovidea h wood-kerne oomtrltcUon h the Mowing bcotbrn>r,
Contractor and Darer for Bret review snot apxgoaL - b reed T onterir a tte pend edge b ablaMh Ir�her
/2}Unless otherwise noted use 314•Nile TW PTS Ft«Mvrrec h plywood stkdo« dtear capacities,hang aaOements lir Ou ksal U
wpmPL400aew"wdscrewedbfo«Jobk.fii*Wsmbwkwrred nwnierssialbeda6kd.ora-, ' conectom 1�h oanoonc pools of stud was and p dmlaU obe rg loclu oat Int of vine acing and floor Q U ¢yj
am aegaa.apermrwdaAaetslrrradlons. ELECTRICAL NOTES: arhsdeerpalet.statbeacedbmeihahloadpal. feed..Caneor bl nk to of twrea> 41141 area e.1-rallowe a s nte�din not waft
tong to W X
i}N alecbkal b w hatred as per N.Y.S.RerdrMr CanOtuctwi Code. Feat Botts car bluhkets of mineral a gloms tear did be avowed as frabloddng h wdb eonatueted
13}AN bedroom walls to have 1?Ndc toolstute4asislard dwebock Garage waft and 2}VW=ural shes"Is continuous over moedcd using parallel row.of stela or staggered studs. O O �+
cellirgs and over furaca bre he514•floc 9Mp>x sheesr_N ocother pad bt
parts i0kg N electrical wad slog be approved by a qualified wsiter.
Med Ukdn . awnbeso aier d
Ablated nuannote std mided be pe 'i
10 have regular VT deft N waits to be aped and Wished. to be reduced 101-16d not per ted 2). At d Interconnections between C«riroded vertical and horizontal spaces such as occur at soffit.. ID
14}N roof with a pith bss tax 4:12"bek*WAW with an le N:WaW bo.im« d Nle YS Co is Sack&deleclors and Carbon Monoxide eebcbs trougMut as per sectionR317sand cowcelinqL O � ��rM
approved e*xsL Fig rode sial be applied with a Fiberglas base cheat with an E'DM •a
down typo rrn4val ova_ 3).In conceded spaces between stair stringera at the tap and bottom of the nwr.Enclosed ap«xs
under stairs steal comply with section R314 S.N.Y.S.Reaidentid Coda !1 M t
16}N s•plebs and wood h mdecl vvMt concrete b w poleax traded.SE pales b LL• `_' �n
ksbled
with a teem$ot gasket and copNex bmtMe aNeM or appo46 egret 4). At opehigs around vents. pi es and ducts at cWmg and door level,to resist the free posaoge of
Game oro Products of cambustian.
5).For the fireblodnng of chimneys and&gAocM refer to Section R1001.16. N_Y.S Residential Code.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT do GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. `V
O
KING STUDS z
RAFTER WALL STUD
E DWALL CRIPPLE STUD BOTTOM PLATE
HEADER RIDGE LEDGER SA1H111B
M `l
DOE JOIST
SOEWALL
`J
RAFTER
JACK 57110.5 �x
APPLICATIONFu55q5wRaQw DESCRIPTION
tSi. A065 HOLD W1 ALL CORNERS
ANCHMDR WPdlHOA710N MIrANIC11dt BOLTS
SUM rsPA TUBS TO HAVE ADOIIIE ROORJOISNS UNDER FOR ADDED SUPPORT
O1 LOG APIRLICKTION SUPPORT EACH WALL RuIIMCPARALUELW1TH THE FLOOR
HOLD DOWN BOTH SOFT PLATE OF NO FLOOR AND TOP N YOVEt RAPIER lsTc YW lLEDGeR JONSTDIECiIDN NITNmJOISTS UDEtWALL
�- AOSS
ANCHOR PLATT30F WF.FLOOR.CONNECT THROUGH Ott t" FORJOIST HOT DIFECTLYUNDER PARALLEL WALLS.PROVIDE
THE FLOORS TO EACH OTHER W?THREADED ROD. RT90R r rJVCHG7iFPtE / 180
WNL SMD
TfMglIG1LROOF EJNAl15'T
VBf15 SHEGTmMO
METAL Si17M tOUTEDBYCONIRACTOR
CREW AT TOP40CE OF _ VFJFIILATIONONNB
AS REOURED
RIM OCA RD RATTER RAFTERS MANGlI
WALL SHEATHING VENTILATION MOOD JOS
SILL PLATES) — u,
•. •. • ;.z
L FLASHING
BLOCKING
FOUNDATION _ TOP PATE yK BLOCKING
•_, -: - =• = _ ALNOMOLSTURE W
STAPPIGI TO BE ATTACHED TO WALL STUDS 04rOG SOFFrrJOIST
TOAP RJWNG ATTIC SHALL BE PROVIDEDWITHA �FASCIA
AtDALLWIDOWIDOOROP91NCJACKSTUDS WWAINTINGAP AND _ MMAIM NET F�VEHLATIG AREA GIlI7ED
OF]TH ROOFNKMAVODSMNNIG WAIL STUD NOTLESSTINNVISBOFTFEAEAOF WOOD GIRDER
/7 / THE SPACE VENTILATED.ALLOPENIGS SCREENED VENT
r-r LSTA2/ LIM-3dC 2119L STRAP 00 JACK STUDS SHALL BE COVERED WITH CORROSION- S0FTTT$EXT.PLVW0ODON ^ 7
ALL OPENINGS FLASHING TO FORM CHANNEL TION OPENINGS OF W4
WONT DI ENSIC SOMTED EAVE z
PROVIDE HEMMED EDGE AT OPELNGSOtlf NCHN WITH
MESH
r-tr LSTATO 1-100W Ug.STRAP AOJAOCSRIDS MOSOASTOMAIHTAINAR O .
ON ALL OPENINGS ACTION 1EIfCAPILLARY C-r AAF7Ht RTtO 10.W':1BS..TYDOM/ANCIFOR � PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
le-tr LSTA36 1-IW4r Mg.STRAP AINSTALL WU=ND JACK STUDS -17 RAFTER mm wxaOP.TmowNANLTDR FAFTEn ROOF VENTILATION / OVER BEARING WALLS ANDtFADeRs
ON ALLOPeaNGs NlROOFING NALSOUT SOFFITED EAVE DETAIL
OF FLASHING
n+o.FtooR wALL
ROOFING LAPS BASE -
FLA HNGi BPCNES _ \
BASE MENDS
IG SHINGUESATAPS CORNERS.
RAFTER ROGECAPOFSAME
SIDE41HCH SAMDLGIS MAT EAIAL/LS RDOFNG
SD6JlNO11ES AIOIAPs -
1M18HTOSHEATIfG
SHIG(ESATBASE MIHtNC1ES ( TIROUGHVBIT
Li
WOOD JOLST .
F--F� H SIDE WALL FLASHING '��'E
wuaDJasr
O
W.FLOOR WALL STAPPIIGTO eE ATTACHEDWWALL STUDS 'OC
AND ALL MIDOWIDOOROPElIGJW(STIDS NKT/V.fUL41G AT ALL EAVES.SOEITMMe YMALL STUD
FLOORJpS AND RAKES—PROVOS NEI M D EDGES SO
NST .C. AS W FORM DRANACE CHANNELS AND 0)
r-r MAN t-VCi OVl STRAP NOA M4. PRE%UfT CAPILLARY AC110N PFEMAMffACTUR® �N�P9EATNNGMINt1-1Q FTIMMUMTOWSUPPORTE %VH
RDC;E VETT FOLDS TOALLOWPREE ALL JOISTS CONE(.TEDRO ti--.
or
ON/LLLOPEIIIC+S AR FASSAK THEPROMPROX10STEEL CONER THAN
RIPS 11'DOYINANCMOR PAF7ERIOPLATE OVER RDGEW AR PASSAGE 9:ABLE,SET FIR JOISTS APRDX 107 HONER 1TNNlKNFADEtS ti-r
r-/r MST/N6 t-1N11B'/fip.STRAP A10LYC&TALL1(STU06 CONFORM TO SLOPE _ WALLOW FOR SRIKAGELREDUCE BUMP OUTS
ON NL OPEINGS PIATEAIMALt SPAN PAIEANQIOR IWFACH SRD OF ROOF
DBLSLLPLATE suanAm Ci.� ,I/ \\V E�\• /�
TERMITE C.%SIQD , HOOD •MnTS
NEOPRENE
TVP.COfG FaIDATION L A SMI-POLY , • - Vi I CONC.SLAB GASKET 24 eemim Sim KAM wOONWNUOUS�iN�� � i,C��4
DAMPFRCOF ECTHRIOR GRArILILJLLtFLL 1/2•OUL BOLTS•Air sc I.
TRUE POLY ON EXTERIOR V :
STEEL COLUMN a~ - r"
y A > • . . •' S ROOF LUCK
Sim GEM 1C -� ? /•�
v S t GONG sLAe 1%
j )a 11/4•K d•SINNER
U. M COMPACT FILL ♦ ' ROOAGLAPS IPNO OOTIOM FIATS `C
9 V - • ._•A Ftw5HM G AT - /2•:i'ANCHOR BOLT
KEYWAYFOOTED .• , - CONC.FTG y AIM ANCHOR BOLT CO--LECTION usEwTMaoeaM -w mtets SIDMANDTOP _ _ - 1/2'tTOWT 'T,, ,V0. 02A1
F
llisptjiyapeSifLLSP epi
SWL ^
GRAN TILE S b(R ANCIIdtoOLTC0NI,�.TDN = T F1/15HNRG TAPS ( &s j l `/F N tJ. CO
+. • � - iSRYIr 7?OO� ROOFING AT BOTTOM
TYPICAL BEAM DETAIL Q N
wIICALCOERE 3D.FOUNDATION.
OUN I ED FOR ATIOSTR .APPLYi� MHasTmColumNANc oR®To24v Tc/roowGFTG R rsrelNs 7rnc MIL
HOTTOM BEARING - ( N
W9LnfJfif rlLA' y� sr.oe_. ROOF JACKS do VENTS DETAIL Q [] N
r. SIIFUDOR
U
so Wwu `RAS o---JOIST Q i
COWAiLTIFILL .USES sTEa BEAM D U V
FOR BLOCKOUT y.l
41 SLAB � - - W
P.T.PATE • Y - NOTO jDtsrAwAOAwNEiGNF O
• TTE AND AI ♦'• �.s.M•. .'�• W APFAX%IrOIRNGHERRTTIHA O _ .
AxDESOFWOOO • 'i i• StmBFANWAU MTFORSRINCAGE
y l •► •A_ , .L � ,�•!� •. (RWUESTRAPGWR�JOISISALDNED)
in.
r O -
omW.wx suaoOR O OD
4AM • BEAM FOR MD6lL F REQUIRED-MAXIMUM i•MIN •Ay OELwStgOWMOFKAM
oRCIGBAR EAR
y Ny
DRAINTILE I� ft•
SEETNETALl"FELTUDERBFAMAT PONT P!�
OF CONTACT WITH CONCRETE OR COIL-BLOCK Stl$BEAN
• SHMSTOLEVQBEMI PLATE CBOLTEDTOSEAMy
TYPICAL LONG MONOLITHIC FOUDATtoN.REINFORCE WITH tzla REINFORCING BARS THICKEN SLABS BENEATH BEARING WMLSAMOCOLUM1/5. •• I,
R9fORCE FOOTING WITH M IR R9FaacBG BARS. TMI MRJBFARNGSUFACE FORW000 BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
fi'I
� I
I i II� I• I 111 � 1 i• �
► 1. ill � � , , � N
.m .MSM LLJ
x
PATW
UT MI YVJOOD A710C
► I lt'�, i IJ I• I IIS t I I�
i ► IIS 4 � I ► � Ii� RmTOUMTMYF:71/IS QSD
*ssusamsm '! ► I'1 III I
�ooc
, l��0wac
1 n hwyomsn
TYPICAL VffNDOW OPENING
(LESS THAN r ao(8-0'OPEBNG) O
TYPICAL DOOR OPENING
(LESS THAN r—•-0'OPBN0IG)
n
1 ►
'. `,
► `A r E�,h T.x W
441 ter r«,
e w o
02AA0°` y xON
OF N E� N
C�CiilYtit�'RBLrSY`/NR98li
- NDRIIS lT40G
TYPICAL.MULTIPLE OPENINGS Q U
(MORE THIW r�LB-0'OPB@IG) Lit s j
o
WIND.-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL oa
AS PER TABLE 1609.1.4,N.Y.S.RLS.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) O
OD
WBNDBORfE DEBRIS PRUMMON FASTENING SQRDUIE FOR WOOD STRUCTURAL PANELS WOOD STRICTIA AL PANELS WITH A M MUM THO]CESS OF 7/16' (�
AND NAXKX FIVIEL SPAN OF 8 FffT SWILL BE POtMRTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BImDRM PANELS SHALL 8E PRHIIT TO M
OOVEE GLAZED OPEM NGS WITH ATFACH ENT HARDWARE PRONIDID(W:ER TO SECTION 1609.1.4,1MES AND TABLE 1609.L4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION OME).THIS 5 NOT A SUBSTITUTION FOR DESKW PRE S ALL OPENINGS MUST HAVE DFSIGN+RMREUIPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE QIT TO SIZE AND READY TO USE 40M ANY NEN WINDOWS AND DOORS.SHUTTERS NNLST BE HAWED foR WHAT OPEm TT TS TowvER.
HARDWARE MUSTAOCONPANY 9WFI5 LS FOR INSTALLATION.