HomeMy WebLinkAboutHarvey-Plan Set- NEWEST 10-1-25 PECIFtCATJON2 3 4 5 6 7 8 9 10 Il 12 13 14 15 ,
S ANb SS CARPENTRY: 3 I � ,�.,
dM sH II ly b dR gh All AIIP llamb ha darts f dbyG ga
M 6 Ildi g ire h l l lumbkg,and P fk app d al,the a to d Ig atresw i gi.reared beams ts `�+
dh tl 6 Bows
i piled or reason bl f,able fromR roe F 20DDA00 Fb 200D zl F 85
ngs,ana spetlfiwtlons,shall be Ra raspmdbilhy of the 'Roof Reddag fa be mRimwn 5/8"".All pMls shall be slogger«, ��� (��
Z Install with I wood di s dad nail in cam Fi whh APA r<uiremenn." I
mlLe draHrgs are siwwn of zpedflc bcagonx am are "Rawsbemh1e0ro be 3/4""T&G lnladar/exlarier plywved 32/24, LEGEND
era.mnxrradlon IN—S d.D h ndad(ryPkap Impuar B Alt idmr Rdl be Waggered.Provide<wtmmax mnxhaaion oanexlYa bead aI 1942 LONG HILL ROA
to be treated dmilarly.Madlfkallo.v to be made by Ra d floor olds and nailed as er code."arauirad ro acrammadare minor vorialla.s 9 Wall treoRlnO M b<1/2".All)dins shall be�R,,ed...It in cwnPllarrce wiR ———PROPERTY LINE —1I l 11' EARTH - TEL:908.647.8200
He fully vwrdinated by she canhaaorkve'By all dimenslorv, APA re uiremerm. —EASEMFM EMAIL: INFO
slabs,rlo ,drains,outlets,bole Benin s,sleeves,etc Gememhiws badwr board(1/2")shall ba irslolled al all well locations to —� CONCRETE
verify and prorea all wMw ilnw and exlating site area from 10 receive c file It..and Rrwg—bathrooms. —SEfBAQC —J N ISSUE
llama e. I I Pr 11de Wr«ulral shaolhh d all smex of comers for miner bracin. —CD4TER LINE MASONRY-CMU L I :OAYrAMttAPPLIG"ON
mf be responsble for m IY aM wnshvaiw procadarm, Pravida firanaPMIIq and dwfkfappin,to cal all concealed draft opmirgs ———————HIDDEN LINE
lure of Re builder k mrry ad the work In accordance whh she 12(Hodxonfa and vadi<al)arts to form an of-N.Nra barrier between stories and ® RIGID INSULATION
coda floor w zem611ez, PATH OF TRAVEL:afans,ar Re ra tired IIh as
,lR_all necessar ermlh. Ail Headers and In.—hall cumin of double members or az K01a R ----------------------ACCESSIBLE PLYWOOD
z I bring errors and omissbm,wnkh may Drat,,n Nre Canrcaa d ____
of the Arch tea In car Nng and wnnm nnrveims shall 14 0 1d snail be 5 4 3 8 0 id b d ---BEYOND 'T/� FINISH WOOD
ate- ten pr ar to proceed rig witM1 work ilia wnrcaaor will - d -—— — —-OVERHEAD %/il _
r me rewlla of am error,,d ro,apana<.or..m.r m Re THERMAL AND MQISTl1RE a t: MARBLE/GRAWTE
tits lwmrh the w^haaor fakd for Mify the Ard.itea before iM1 Aerimn Se fH Rf i dAl Condikl E Ircms — v DRAWING BREAK
or fvbr-lion of R I work i(ASHRAE)Haadboak of fvndvmart shell govern —INTERIOR WAIL(IXISTING) METAL
Rdl verify all dimenaans and lab dill of the lob sire 2 Install F1_1&heat metal h Dom 11i w/the"Ardis«oral Sheet Metal K
w of work ro bo performed to assure Re ardnly progress al —I,b SMACNA' INTERIOR WALL(DEMOLISHED) CERAMIC TILE # REVI51.
zmlans are nome.al,fHHR dime d,will vary In Douai 3 IC er fIa Nn shall wnbrm b ASTM b-209,and ba.016"tMG m
GalvanizedR-1,floshing shall conform to ASTM AZ-526,2026 gvulge LO179"jr —INTERIOR WALL(NEW) CONC.GVE,PIAS ///777����
mointa n Re premises dean and free of trasM1,debr s,and shall 4 ASTM A 525,d<sknot on 90 MI di d I ORMhNA.LREYEW 11.
work from damage,wT tie,palm,ek All B.—,equipment, 6 Backpa of fleshings w to bXumkous palm where expelled to be'n mmaa whh 1-HIT.FIRE RATED(NEW) AGGREGATE
ctshvll be eH clean and ready for omupanry upon mmpldlon mmmliHous materials ar dissim Ivr minds
Wred for sfrvaural,medanicai,electrical,and z ilz« vi ey f ash ng A.11b<provm«of not less titan No.28 Galvanized sheet 2-HIT.FIRE RATED(NEWI CAST STONE
P«v auee correspond resinant codas and shall extend at leas)1 i""from Re cemer
drowin0s shall be svbmlRed to IHe Ar<hifaa far review for 6 line each waY. ®lOW WALL
IH<design w^wpt of Ina wa,k.ln areox where the drawirgx d Sedlanz of flgsdn z will have and end la of 4""mnimum.° -tee—H
odoloGY,Re<ontradd is bouts ro perform in stela mmpllance Inxtail type I516.fall under ewerlor trim Apply so as to form a wedhediGhf FATT INSULATION
«fiwNans and ar re<ommendgNans. 7 membrane.Overlap each course below a minimum 2"at horizontal alms ana 6" � �I 1
torndards,and mamrfodurer'z Insnudionz rderencedin the of veakvl dins ® WOOD FRAYHRS
Ns shall be of fiat,Idml edillon Provide aM inaoll butt Imulallon d xn:mow him sPocx aim real wi1H
ipmenf,flxkrez,d<...Shall be imrall«In drill compliance whh 8 ex v^ding loom caulk. ® WOOD BLOCKING
r Rnmmm DOORSI'�M71bOW5 R,GCASL. I. 1 h 'hrP.1,1 �°oaao
ipmmfrnH�;res,dc.Snell ba imtoiled In nr a comp)once wiR Glvzirg in lomtlons wM1id maybe sub)ea to M1uman mead,such az fwrwi<u
d has not been retained by Re Owner to perform Comraa 1 glasx door,glass entrance and ex8 doors,fixed gloss parcels,zlidkig glaze doors,
ws,tore Ardllea shall till be responsible fw Re enfarcemem shower doors,tub ermowres and storm doors dm11 be tempered ana meet the TRUE NORTH
An
d C d M1 Ilk f sp bilyf zseffoan tithe wde
a a a d w naow.opening m Re exrea«ar ro the amondnanaa,Roca rndl H
b full flier stopped,goskebd or oMarwisa heated to m t air inf hmtkn. ALL SECTION REFERENCE
Ali fd�red wintlowx Bd d'd rig Blass dean dui meet lh<air of Xralim WALL
NUMBER
R h II b rfomred i f l kmanl k r HMR, d d f ASTM f283J3, SIM
I h Wi n. 3 h U , d dF.F.d 35 K, li 60 ' 3HEETNUMBER
Nude the d am RH of the exist rig area eructate fo be A10��/
II as Iha ld,m Lim/mppRg and rerwl tie of exist rg d Nez A h ra f Ili M1 Id i i ell II d
g,arin0 and Ulil ty oanrreeianx shall ba provided n order w FINISHES _. It='.+;'�.. 'f J.>a.I. 1 Ref INTERIOR ELEVATION
debits arm cominuouz buildin uw. Provide and install gypsum wallboard M awordanw with"American Standard SHEET NUMBER
and demdlNan maMlPls atoll be disposed of W awordanw EpeclFimlknz far Re Applkdfl.and P.—D of Gyp—Wallboard°.1/2"
I shall be applied m cNlin9 Prior Io walls and fanen«at 12°a.c max.;1{2° im AI01 i REFERENCE NAME E G
F.I.materials requid b repair ar repicmment as avid<M hall be applied L.
walls and fastened ar 16"as,max.;apply lolm I—whh
d/ i of wmpw^d,apply lolm wmpund H.1.(3)wets;sand between .—/ x�-a ivr"i-
d bi Fril s INJ� \)
>NCRETE L:, 2 A Pli f Pa tit er dM1er coding shall be N aria accordance w rh Re DETAIL CALL OUT
b fa d d /C138 M f DRAWING NUMBER
d,eaten p
3 All f .sHvll 6e clean and free of debr z ricer Io fln6h n q
0 h 28 d E & _J�SHEET NUMBER
M ba a r emrai ad,4000 psi wmprau ve strength at 28 AI I Rali be in workmonl ke manner,rev d rig a smooth wrface. PR01EC*:
6 Dude ceromefia and vcwuor as wmplying wltM1 fie Tie<amcil of America
RM
rx deli conform fv ASTM A61585,grade 40 Re nfarcement fl 13 - DEMO/NE
mNnuous ro Ivb 36 divmder unless noted otnerwlse 6 li c I d wi h d ell R i Room name ROOM NAME/NUMBER
an far ra nfarcemem bars shall bW footing,-3 C i f Ame ardb k i< i I II
obr an Brads V_SLd<s(mp)Ilea A<I 3181alen edI on FIXTURES&HARDYVARE, 1' F BLOCK(LOT:JCm,S
atedh P avlde W ore ba.dgo-s arm spomrs az regdrea toI All decor ve I Ia d b o nauea b< 3549 CLAY POINT RD,
«fi«. z An lair door.,mrr rndver or«<exmrfe<Io 6e le.naered r
eta rd«lo s eRfo.wmam bars shall ba;footings-3 re(kmbs,Ialdas,dc)sale«by owner and irctalled by
ohs an grvtda max.2 Irides(rop)(see ACI 318 Ivied edition 3 A anufacturer's s e<ifkvNwzce
.wtedl Pravda Woodard bar die rs and xpawm as requ red to ar
«fed MECHANIC^-AL O WALLTAG
to be poured In wevlMr mndhtans that could adverrely aifee Cantraavr shall provide all Iabar,materlalz,and equipment.mcessvry to innall�
bl a d du dIn AC i 1lM1 ,vminting&dr wnd Nan rig rynems All work shall be in
da f II d Hh al side aM law wdas and ordinanmr PROJECt NOTE GENERAL 11 Id r,: k C apply and nsfgll all HVAC egalpmem per pions arm'n E
be performed in aaordance whh AO 53D and 530R Rarest 2 mordNd with all mamrfadurerz specif cal.om.Cm sheets of al HVA< Ehvatm LEVEI MARKER
ioand z mlflmlians shall be rovided fo the munid ale if re'd. n
1 Coact Regdremams for Concrete Masonry Camfrudlon and gllunaw plamrm supply duct rvns Hvwghaut to be mewl wIR 4dl tace InWallon
es ed0im 3(all non-heated space ro mini R-e).Any flex duo Us«for dud runs from Rieman l✓I— — COLUMN/GRID
mitt(CMU)shall be laid L,rv—D band unless tided registers hail be insWmad ibx duo.
5U),,conform v ASTM<90 and ba Grade µType., 4 Th C or shall deck II m f d �- SPOT ELEVATION
lbw,foodbearn< PLUMBING,.='i a�„ x
rd mamery shall be Typ M orsS,And wnform wIR ASTM i The Conttaaor shall install sump pump In existing basement per mawfachrcer's 3 SLOPE/PU H
ii h SIR w ength h Cd shaft provde ail abet,mare,als and<quprmm n«e fo EpEI
1111 b ,re aced Flxkrez,flog drmm,arc.NI work shall be I.mmprance REVISION CLOUD
-t, 2 h Th N not Rarmvrd P hNB Cade Terminal hookup and<wnaa om ro Q�J)T`
re d
n l,1ngs Bed 5IS h II h Ttre C or zh IN 11 d A d II ff valves i } M:
d d b<na ter)6 of 2013IBC 3 a fe I i f h _ FERSPECiIVE VIEWS �E�d
n ana dacha^of nr 'P,Weal Mmm n bdm ngr, ELECTRICAL :! 1 {, C-9 SCALE:1!4'=I'-P
anx Rerof she be n accordance w1R A SC 360 -
rol Weel shall It.in amordance w R AISC 36D Tne Cmtrodar d II d III 6 d i o [ 6}q 02
a an be na««aarxewfi Re xpe<fl<anwxld«tared are I nnrmn wh .1..R n aaa n i ,arm I All1-11TI!"4$Gj`I�bAq°N,f�rf5amin9(jlm {pRtW ,.�Jr.QPLi�(K¢L CODE9&ITIFOR LP.�I( g I " ,aM.,�.:a rt Dr
>Z2 8 2 d 22 I of and ixturervap ilarrwsemaio v,fans rid carotalxe.oleos hook cep s raq LIVE LOADS DEAD LOADS -LOCAL CODES&ZONING OF THE MUN C PAUTY OF.It s C
b d H he d dew EI<drl system by—era diogramm.tk;lamfa^01 the-BRb,-ilia Rez dermal<amnm areas 40 psf Common IMrg areas = 10 psf TOWN Of 30UTHOLD NY
1 H,n'r. gmprrem x aprex mate Exaa and rig of wm,re,iomnonr of omlah ana —
ad wmirvalan hail comply wiR: 2 fixtures hall be yovemed by nrueural mMitiom and shall be verified In 11<Id ResldenNal sleeping rooms _ 30 psi Garage - 55 psf Atl NT UNIFORM CONSTRUCTION CODES INCLUDING:
Ank floor(w/dotage)) - 30 pU Roof = 10 psi Inlernatlonal R.1-lid Code 2018
InsHlde of Ti—,Comtrudim wish Owner and Arrhit«.WIUtQ for eq 1p 1 r<quhirg maintenance and ALI It ,(w 1 age) = 10 psf Elate/Tile F_, = 20 psf rnahorml Erwrgy Comdvaflan Cade 2018(Olmvre Zme 4A)
em Produces Assoc.-Deagn Spec for Woad its salon shall be reedit amesslble. Raaf s or = 30 psf Wet bed mnc areas = 25 psf
on Rywavd AssadaNan All elean<al equipment,breakers,aM ems clock wmrols Rall be properly Ent,balwnies aM decks = 60 psf
mrl<an Wood Preservers Auwldlon" 31a6elea. Stairs = too psf 1 PR01EC�N0.:1 211
car(2 X 6 ar larger)shall be Daug-H,Lards#2 er boner strew The Camraaar shall assess emnkg I—and ddermke zuirabGity,where SMir lards'Pia M.b = )00 psf I
h bow values as followx 4 a Ilwbla. USE GROUP:R-3 SINGLE FAMILY DETACHED DWEWNG
Fb=875 a FV=75 si° ianw cir r Guardrail/Hann = 200pxf 3
5 A will shall be ra orate 20 am wits#12 AWG w e<andudore Snow = 30 psf CONSTRUCTION CLASSIFICATION.TYPE V(SE)-(EXIST.NON-SPRINKLERED) DRAWING BY:1P,GA,E
1 fumber boll 1 Southern Yellow Pine,Na.2 w bane,stress 6 Materials and a al mein hall bo rcw and be lined b UL manufaaurerz Wlnd = 115 mph,(3 rm.gun) (EXEMPT PER SECTION R-313.2)
1,600,000 si Fc 111 si 7 V«f and locate o raw rdclas r or Io the nrtalloNon o4 dr wa.
er she I be stamped in vmordame w R the Amedwn lint Nra of Wlall all raceptvdez act E.
I.
center Ilne above finished flog wlazs afiarw sa NY ONE CALL NOTE; Z tNfi� F /,�♦ i A�' f'K CHK BY:GA
Ion Monuoi". 8 noted. CALL(811)OR UbXR,S 0-7603)THREE BUSINESS DAYS BEFORE DIGGING i'"' U?R(qYI 7 y. .+l'i a„r k `, 'I� ",E=k n"r, I', s Y ,d,k
oral lumber d.11 b<pressure belled D..g-Nr or Smthern q Imtall li ter swirches a IZ'to cemer line above fidsh floor unless o h—d,,,dell. CONFIRMATION OF UTILITY MARK OUTS TO BE KEPT FOR THE ARCHITECTS 105 FILE ZONING R 120 DWG NO.:
or hexer.Treat«lumber-11 bear AWPA morkhg.All DISTRKi:
all be.25 pwndz wdc fad of woad(minimum).All lumber Rall 10 All swltded rempf«les shall be i 2lid udms dherwhe—d.
moisture wmxB of 15(maximum),wRh—9,,1Wes for v 2 x 11 Provide ON acids ar fndiwted ana wham re aired b coda. DRESS,3549 CLAY POINT RD.fISHERS ISLAND,NY 06390
12 Imtall race tads In kitdre^and batnraoms above work I .
Fb=1,050 d Fv=90 a 13 Imtv111A.F_res r M. A ( BB
P.# 1000,SKDON 7,BLOCK 2,LOT i PUBLIC WATER/SEPTIC
SYMBOLS ZONING AND CODE NOTES
HIS A4 SCALE:NTS A-4 SCALE:NTS
2 3 4 5 6 7 8 9 10 11 12 13 14 1 15
2 3 4 5 b 7 8 9 70 11 12 13 y 14 15 ,=_
CrEIyERrt�NOTES
1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES,AND ALL ♦♦♦
LOCAL,STATE,EDENCE O ER TH SE D AWING5.5 AND ORDINANCES WHi01 SHALLTAKE W E C K
2. ALL DIMENSIONS ARE TO MASONRY WALL EDGES OR FRAME WALLS,DO NOT ARCHITEC
SCALE DRAWINGS,
1942 LONG HILL ROAD,
3. ANY ERRORS OR DISCREPANCIES THAT MAY OCCUR IN THE DRAWINGS AND/OR TEL:908.647.8200
SPECIFICATIONS THAT MAY ALTER OR IMPEDE THE WORK SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT FOR DOCUMENTATION AND RESOLUTION PRIOR EMAJL: INFO Q
------------, TO PROCSDING WITH THE WORK.
________--- k ISSUE
4 ANY DEVIATION,ALTERNATE METHOD,OR MATERIAL SUBSTITUTION FROM THE
! ( DRAWINGS AND/OR SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECF,IN L FORPHIMIAM,ARDN
( WRITING,WITH SUFFICIENT TIME TO REVIEW AND RESPOND.ALL SUBMISSIONS
( ( SHALL BE APPROVED BY THE ARCHITECT,IN WRITING,PRIOR TO PROCffmG WITH
m THE WORK.
5. THE ARCHITECT OF RECORD IS NOT,AND SHALL NOT BE HELD LMUE FOR SITE
SAPEFY ISSUES AND WORKER SAFETY ON THE 109 SITE.
! ! 6. THE GENERAL CONTRACTOR/BUILDER,AND SUB-CONTRACTORS ACCEPT
_ _ RESPONSIBILITY FOR SITE SAFETY ISSUES AND WORKER SAFETY ON THE JOB SRE-
_--_-- —_---_— — — L�___�� ALL WORK SHALL BE DONE IN A PROFESIONAL,WORKMANLIKE MANNER IN K
ACCORDANCE WITH THE HIGHEST ACCEPTED TRADE PRACTICES AND PER ALL
MANUFACTURER'S EPCIFICATIONS AND INSTALLATION INSTRUCTIONS. # REVEIOB
]. THE GENERAL CONTRACTOR SHALL PROVIDE AOEpUATF EMRICAREI PERSONAL
I PEi Aq EPLEEPEK(PROJE
I TEMPORARY PROTECTION IN AND AROUND THE JOB SITE TO PREVENT PERSONAL
INIURY.
�■I 111■■■111 ! 8. THE GENERAL CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE CONSTRUCTION
■ SITE FREE OF DEBRIS TRASH AND WORK SITE HAZARDS ALL DISCARDED ITEMS
n■■■■ SHALL B DISPOSED OF IN THE PROPER MANNER,LEGALLY AND IN ACCORDANCE
! WITH LOCAL U O S.
II ! )
G COQ�,�APEP'(I&�QU6,REt4hEfVTSn,a, .stH.�''.
1. TEMPERED GLASS REQUIRED FOR WINDOWS WITHIN 18"OF THE FLOOR,WITHIN
5'.0"FROM THE FLOOR IN EGRESS WAYS,FOR ALL GLASS PATIO DOOR UNITS,AND
--_—_--_—_ WITHIN V-W ABOVE TUBS OR TUB PLATFORMS.
DASHED LINES REPRESENT WALLS, 2. GUARDA REQUIRED FOR LANDINGS,PORCHES,BALCONIES AND RAISED FLOORS
DOORS,WINDOWS,TO BE REMOVED- ( MORE THANN 30"ABOVE ADJACENT FLOOR OR GRADE-GUARDRAILS TO BE MIN.
CONTACTOR TO VERIFY WITH OWNER 36°HIGH WITH BALUSTER SPACING i0 BE LESS THAN 4"CLEAR
ANY ITEMS TO BE SALVAGED FOR H
FUTURE USE. 3. GUARDRAILS/HANDRAILSDOWN STARE WITH MORE WITHTHAN30°OF SRTEE ABOVE
PAINGT
ADIACENT FLOOR OR GRADE i0 BE MIN.36`HIGH WITH BALUSTER SPACING i0 BE
TEMPORARILY SUPPORT ALL SECOND MAX.Of 4"CLEAR
TRUCTURE PRIOR TO ANY WALL DE !
WALL DEMO. 4. STAIR TREADS TO BE MINIMUM 10"(NOSE TO NOSE) I
CONTRACTOR TO CONFIRM E%ISTNG
( BEAM SIZE AND LENGTH FOR POSSIBLE 5. STAIR RISERS TO BE MAXIMUM 7 3/4`HIGH
REPIACfMEM
6. THE V OTHER,
AND 3/EEN RIS BETWEEN
TH TRADES T LIMITEMMUEST 6"ADIACENT TO
CO O OF ANY
VERIFY WITH OWNER EACH OTHER,AND 3/8"BETWEEN THE LARGEST AND SMALLEST
DEMO OF ANY E%TESTING FLOORING v G
]. ALL HANDRAILS SHALL HAVE A MAXIMUM GRIP 56E OF 2 i/4",1 1/4°MIN.
CONTRACTOR TO VERIFY WITH OWNER ) HANNOT RNRL TO
TO BEEND BOVEHOUSONEPIEPT WITH DE REETURNLNS-NEWELS ARE
EXTENT OF ANY DEMO TO POWDER !! NOT TO EXTEND ABOVE HANDRAIL F%CfPi AT 90 DEGREE TURN LANDINGS(VERIFY
ROOM OR FI RES WITH TOWNSHIP FOR APPROVAL)
—__-------_--- D. PROVIDE I/2'THICK CEMENT WALL BOARD BEHIND ALL TUB/SHOWER LOCATIONS
TO IN,6'0'AFT. PROJECT:
9. ARTME HI-HAT 83STMEDIIGHiFlXTURfSTOBE°ICATED"ANDAIRTIGHiLISR-0TO DEMO/NEV
ASTM F-283 STANDARDS F
0.INSULATION VALUES SHALL BE NO LESS THAN R-491N FLAT CEILINGS,R-381N BLOCK(LOT:10M,BE(
SLOPED CLGS.,R-21 IN EXTERIOR WALLS AND FLOORS OVER UNHEATED SPACE, 3549 CLAY PORT RD.R
! R-13 FOR BASEMENT WALLS AND UNDER CONCRETE SLABS-ALL DUCTS TO BE
! INSULATED TO MIN,R-81N UNCONDITIONED SPACES AND 3ARD W/U.L 181
L APE OR MASTIC
��9� C,TEN€RQL DE/y�LE3L�T19,N
! I. ALL WALLS,FLOOR MATERIALS,PIPE WRAP,ETC.TO BE TESTED FOR TOXIC MATERIALSHCH AS
REMOVALLROTOCOLToEAD AND -POLLOWEDOS PRIOR TOIFTOOK MATERIAL ISDETCTEDD.ONAND € DEMOLITI
II II
2. TEMPORARILY SUPPORT ALL FLOOR/WALL AND ROOF FRAMING WRING
L DEMOLITION WHERE BEARING WALLS OR STRUCTURAL BEAMS ARE TO BE WORKED
! ! ON OR REMOVED.
PORCH FORT 8 E. ALL EXISTING ELECTRICAL LINES IN AREAS OF WORK TO BE SHUT OFF AND
e UESTONE WALK
\(T.B.R.)—� ! DlscoNNECTED PRIOR TO ANY NEW WORK.
A. CAP ALL PLUMBING LINES TO FIXTURES THAT ARE TO BE REMOVED OR RELOCATED.
�•LLL _LI= __ p
5. All WASTE i0 of DISCARDED OF PROPERLY,BASED ON CONSTRUCTION WASTE C
STANDARDS,AND IN A TIMELY MANNER.NOTE EXIST.ROOF AND ROOF STRUCTURE TO BE REMOVED
C
I
I
PROJECT
5 DRAWING BY:JP,GA,BL
CHK BY:GA
DWG NO.:
A A-I(
LOR DEMOLITION PLAN A 13 NOTES
(4'=I'-P' SCALE:NTS
2 3 4 5 6 7 8 9 10 11 12 13 14 15
2 3 4 5 d 7 8 9 10 11 12 13 74 15
GENERt.N0T�S } Ir :i N ' ,i. T�
1 AA POEXT BE STATENNCE OVEOR THESE EGULA DRAWING�NCE WITH APPUCABtE CODES,AND ALL h/1 ` ♦ , /�
LOCA4 STATE,AND NATIONAL REGULATIONS AND ORDINANCES WHICH SHALL `r^Y, J
2. ALL DIMENSIONS ARE TO MASONRY WALL EDGES OR FRAME WALLS,DO NOT ARCNITEC
SCALE DRAWINGS,
1942 LONG HILL ROAD
3. ANY ERRORS OR DISCREPANCIES THAT MAY OCCUR IN THE DRAWINGS AND/OR TEL:908.647.8200
SPECIFICATIONS THAT MAY ALTER OR IMPEDE THE WORK SHALL BE BROUGHT TO
4"PIPEStEEVE THROUGH FND.WALL FOR OUTDOOR SHOWER DRAIN THE ATTENTION OF THE ARCHITECT FOR DOCUMENTATION AND RESOLUTION PRIOR EMAIL: INFO@
gT.il° a' 20 a" TO PROCEEDING WITH THE WORK
ISSUE
j4. ANYDEDRAWINISANCORSPE TEMETIOS ORMATEUJEBLBSTITOARCHROMTHE
DRAWINGSAND/ORSPENTTI TIME
REVIEW
BAND RESPOND.ALL
SUBMISSIONS
L FMISE9TAFPLCAROM
-,7 sm' WRITING,WITH SUFFICIENT TIME TO REVIEW AND RESPOND.ALL SUBM SSIONS
'1—I — SHALL BE APPROVED BY THE ARCHITECT,IN WRITING,PRIOR TO PROCEEDING WITH
' SLAB ON GRADE J i I` I - THE WORK
5, THE ARCHITECT OF RECORD IS NOT,AND SHALL NOT BE MELD LIABLE FOR SRE
FL JOTS.ABV FL 1ST$ABV FL I.E.AS'. SAFETY ISSUES AND WORKER SAFETY ON THE JOB SITE.
23'M 2X12°@16 O.C. 2x1 @Ia O.C. 2°X12"@ta O.C.
,I 6, THEGENERAL CONTRACTOR/BUILDER,AND SUB-CONTRACTORS ACCEPT
_ II RESPONSIBIUT'fOR SITE SAFEFY ISSUES AND WORKER SAFETY ON THE 108 SITE
CRAWL SPACE �I I C SF CE I f, ALL WORK 3HALL BE DONE IN A PROFESSIONAL,WORKMANUKE MANNER N K
T 3°THK CONCRETE SlAO(3500#P51J W m , �1J F ACCORDANCE WITH THE HIGHEST ACCEPTED TRADE PRACTICES AND PER ALL
r -`SLAB ON GRADE �: /6"X 6°W.W.MESH RE NF.OVER b MIL gEAµ/PIER UNDER t�`A S p ,� �b MANUFACNRER 5 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. % REVSIO
I VAPOR BARRIER ON4 COMPARED BATH WALL ABV 7 I �O It TI I.
4"THKHBERR NF.CONCRETE SLAB(4000#PSI)(4#( + STONE-INSTALL CONTROL " _�T I. — THE GENERAI<ONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND OTHER i PERAWNICIPALRENDY PR01
C.RRI W/b"%6 W.W.MESH REINF.OVER 6 MIL VAPOR �' EVERY 146 S.F.MAX.FTYP.) w g t' `- (; -�o TEMPORARY PROTECTION IN AND AROUND THE 30B RITE TO PREVENT PERSONAL
r -I BARRIER ON 4 COMPARED STONE-INSTALL CONTROL I (. — F m X INJURY.
JOINTS EVERT 1445E MAX(TYP)-BACKFILL DOWN TO FL JETS BV. 3
' VIRGIN UND STUEED SO L USING COMPACJED(M N f ° @ 6°C.C.
3 O" — G'6 B. THE GIINERAL CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE CONSTRUCTION
j T I
` J 95%COM AC110N1 CONTROLLED Fill — - L — — -J y`'a(j Q O P�,� I, SITE,FREE OF DEBRIS,TRASH AND WORK SITE HAZARDS ALL DISCARDED ITEMS
O /J
L� SHALL BE DISPOSED OF IN THE PROPER MANNER,LEGALLY AND IN ACCORDANCE
-. 2a WITH LOCAL UTHO TIE
.. ,. ^� .^,PP f '/ L EODE SAFETY REQU J
PW NEW WALL AND FTC.TO , ° b :. INSTALL MIN.3a OPEN NG ACCESS IN `GOO V_� GEiyERq / IREI>t1E1�'[S " JI
EXIST.DRILL AND GROUT#d `I 5'
REBAR,18 LONG,(21 @FTG. END.WALL AND MORTAR SET IN NEW(21 / o i RIAR D GLASS REQUIRED O WINDOWS WITHIN I B OF THEFLOOR,WITHIN
AND VFRT.LON91 O.C.,MIN,b° ,1 X 8°MASONRY LINTELS W/MIN 4" 5 W FROM THE FLOOR N EGRESS WAYS,FOR ALL GLASS PATIO DOOR UNITS,AND
1 EMBEDMENT-iYP.AT ALL NEW I EARING EA.SIDE(TYP.) WITHIN 5-0"ABOVE TUBE OR TUB PLATFORMS,
T WALL CONNEC ONS
2. GUARDRAILS REQUIRED FOR LANDINGS,PORCHES,BALCONIES AND RAISED ELDERS
TO REMAIN �^' 12°BLOCK MORE THAN 30"ABOVE ADJACENT FLOOR OR GRADE GUARDRAILS TO BE MIN.
EXIST.JETE. x I I U I 36"HIGH WITH BALUSTER SPACING TO BE LESS THAN 4"CLEAR
3. GUARDRAILS/HAND RAIL3 DOWN$FAIRS WRHGH THAN 30"OF SRISE ABOVE PACINGT
H
j ADJACENT FLOOR OR GRADE TO BE MIN.
36 HIGH WITH BALUSTER SPACING TO BE
MAX.OF 4"CLEAR
' ■EXIST,I 2%10°BM ■ ,� I' I ^ :2 I -0 N} 4, STAIR TREADS TO BE MINIMUM I (NOSE TO NOSE)
'I EXIST.I6 FLOCK PIER MIN3 TMK HBER RFINf.CONCRETE SLAB ' I" :I _ I• ') 5. STAIR ESERSTOEEMAXIMUM73/4'HIGH
FOOTINGS ITO REMAIN) EXIST.CRAW ACE I3500#PSI(4#/C.Y.jWVAOR BARRIER/6X6'W.W.
REINf.OVER a MIL b. THE VARIATION BETWEEN RISERS AND iREADSISLIMITED T03/ta"ADIACEM TO
ON 1 M SH LL x ( b
4 COMPARED STONE INSTALL ( ' 1 BASEMENT I EACH OTHER,AND 3/8"BETWEEN THE LARGEST AND SMALLEST
CONTROL JO NTS EVERY 114 RA MA%. - G
NOTE:CONTRACTOR TO VERFY (iYP7 BACKFILL DOWN TO VIRGIN 91)4'LV 7 ALL HANDRAILS SHALL HAVEAMAX MUM GRIP SIZE OF21/4',i i/4 MIN.
" THAT ALL EXIST.STRUCTURE IS \ z UNDISTURBED SOIL USING COMPACTED — r J Yj NANORAL TO BE CONTWUOUS ONE P ROB WI iH NO NTEFRUFTIONS NEWELS ARE
STABLE AND IN GOOD I NOT TO EXTEND ABOVE HANDRAIL EXCEPT AT 90 DEGREE TURN LANDINGS(VERIFY
(MIN.95%COMPACTIN)CONTROLLED -" n
'aI CONDRION-ANYVISIBIS SONS O FII1 ', L_� ..,I f' ( �_ WITH TOWNSHIP FOR APPROVAL)
OF DAMAGE,ROT,OR
DEFORMATION
ARE TO BE Can t/4" V < 8. PROVIDE i/2"THICK CEMENT WALL BOARD BEHIND ALL NUB/SHOWER LOCATIONS PROJECT:
° I BROUGHT TO THE ATTENtiON % -I I , STALL I4)(3'0'X T4`X 12` O �° ! TO MIN.6'0 APE.
I OF THE ARCHITECT AND OWNER
cfXi I FOR A RESOLUTION OF .)CONC.FTG$-REINF,W/ O �—� 9 ALL HI HAT RECESSED LIGHT FIXTURES TO BE"IC RATED"AND AIRTIGHT LISTED TO DEMO/N EI
RE NFORCEMEM OR (I#4 BARS EA DIRECTION @ 'a �� F:'�'-1 ASTM E-283 STANDARDS
REPLKEMENT PR OR TO OTHER I3°FROM BOTTOM OF FTGS r I; lY1/ F
WORK PROCEED NG (TYP.1 'B e/4° 10.NSULAT ON VALUES SMALL BE NO LESS THAN R-491N ELAN CEILINGS,R-381N BLOCK LOT:TWO,SE
SLOPED CLG5.,R-21 IN EXI IOR WALLS AND FLOORS OVER UNHEATED SPACE, 3549 CLAY POINT RD.
END.RETAINING WALL TO i. R 13 FOR BASEMENT WALLS AND UNDER CONCRETE SLABS-ALL DUCTS TO BE
— T r ND °ABV C TAPE E O N e N UNCONDITIONED SPACES AN SEALED W/U L 181
—.J OR MAR
EXIST."G I� — � '�a-- —Rb' ,� r,—'- �' ��' 1— — —'— — —'= — — — \I/' L �� FOUNDATION NQT�S H.•.,F� ,i .:,° I,_a I
•) 1. THE FOUNDATION DESGN IS BASED ON AN ASSUMED ALLOWABLE BFARWG
BLOCK CAPACITYOF2,500psf T5 THE RESPONSIBILITY OFTHEOWNERiOOBTAINTHE
J� t01/2" i9yr I 2 6°C 12°
INSTALL MIN.36'OPENWG ACCESS IN SERVICES OF A QUALIFIED SOLE/TESTING ENGINEER,WHO SHALL VERIFY TH NTH
E e - POUNDA'
' FND.WALL AND MORTAR SET N NEW I (2) 1 IN-SITE SOUS ARE CAPABLE OF SUPPORTING THIS LOAD.g 4"%8"MASONRY LINTELS W/MIN.4"
�BFARING FA.SIDE(iYP.) 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE SITE PRIOR TO THE
"3 33 `-) Q START OF ANY WORK THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE
') O 3 O I 3 I O �O CONDITIONS AND THE ARCHITKT RKOMMENDATIONS PRIOR TO THE START OF
I a° o 0 o I� EXIST.CRAWL SPACE o ( °°'{ � L Zo
7 ANY woRK
3 (g1l—P,T.2"X 10_ @ v,G
O O_ v z" 3. IT 15 THEFINISH
RFSPOTMERITY OF CONTRACTOR TO AUGN FINISH FLOORS RHSET
3 - O FINISH FLOOR ELEVAT ONS PER PLANS ALL WALLS/TOP OF FOOTING HEOHTS TO
BE SET TO MAIN TAW MIN 36°DEPTH BELOW GRADE(STEPPED IF NECESSARY)AND D
uQ � PINNEWILLAND IFTG TO ( 3/S RI/x ( -71/f" £ tEpEC
U TO MAINTAIN EVEN BLOCK COURSING IF REQ'D
E%IST.I.-LAND GR) FDR y
O LL- .I REBAR,IB'LONG,(2)@FTG CL PL CL) Z 4 FOUNDATION F%CAVAtIONS SHALL BE EXAMINED AND APPROVED BY Mf DOE.
S 3 O - _ AND VERT.@12 O.C.MIN.6 ARCH TECT PRIOR TO THE PLACEMENT OF THE REIN RCEMENT AND/OR DURING p
F O$. EMBEDMENT TYP AT ALL NEW _ m 3 OF CONCRETE. 3
WALL CONNECT ONS
e- %y
n
5.
HURCT IF GROUNDWATER OR
NG
AVARDN SO THAT THE
I� -�• �— —, - iMEDADRAINOON OR ADDITIONAL DIRECTGE LINES ARE ENCOUNTERED ION CAN BE PROVIDEED PRIOR TO WORKING 0
— 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL O
EXCAVATION SLOPES IN ACCORDANCE WITH ALL NATIONAL,STATE,OSHA,AND
LOCAL CODES AND REQUIREMENTS
TYPICAL FOOTINGS: 7. THE CONTRACTOR,DURING THE.PROGRESS OF THE WORK,SHALL PROVIDE,
MIN.2'-W W X 12"TH.REINFORCED GONG(MIN.3,500 PSI)STRIP FOOTING TO OPERATE,AND MAINTAIN ANT/ALL PUMPS,SUCTION,DISCHARGE LINES,ETC.,AS
BE MIN 3'-0`BELOW GRADE ON SOLID BEARING SOIL- REQUIRED TO KEEP ALL EXCAVATIONS FREE FROM ANY SOURCE OF WATER
(REINF.TO BE(3)CONT.#5 BRAS SET AT 3"FROM BOTTOM OF FTG,(TYP.)- - PROJECT NO.:H-25-I
NOTE ALL REINFORCING BARS IN NEW FOUNDATION/FOOTING TO BE BONDED 8, ALL FILLED AREAS SHALL BE COMPACTED IN 10"LIFTS AND SHALL BE COMPACTED
TOGETHER(W/STEEL WIRE TIES)AND GROUNDED TO EARTH W/NO.8 COPPER TO A MINL OF 95%AS PER ASTM D1557 REQUIREMENTS. B
GROLWDING CABLE-GROUNDING CABLE TO of ATTACHED TO REBAR W/BRONZE DRAWING BY:JP,GA,B
GROUNDING CILMP(CERTIFIED FOR DIRECT BURIAL)OR COMPARABLE 9. THE CONTRACTOR SHALL ADEQUATELY PROTECT WALLS,PIERS,ETC.,FROM
DAMAGE DUE TO BACKHLLING.
TYPICALfOUNDATION WALL CONSTRUCTION: 10,THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING FOR CHKBY:GA
TURI-DRI WATERPROOFING MEMBRANE SYSTEM APPLIED TO FON.WALL FROM FTG.TO BASEMENT,CRAWL SPACE,AND/OR RETAINING WALLS TO PROVIDE LITERAL
GRADE(ALL CRAWL/BASMENT AREAS)W/1/2"CEMENT PAIRS MY.GRADE APPLIED SUPPORT STABIUTY UNTIL FINAL CONNECTIONS TO FLOOR AND ROOF SYSTEMS DWG NO.:
TO 12"CMU(BASEMENTS,8"CMU(CRAWLEPACE)BLOCK WALL PERIMETER-GROUT ARE COMPLETED,
BLOCK CORES SOLID AND INSTALL VERT.IS—(1)#5 REBAR @ 48"O.C.AND AT ALL
CORNERS AND BEARING PTO.,DRILL AND EPDXY SET TO ETC.(MIN.6"EMBED)(TYP.)- .�'
INSTALL HORIZONTAL DUR-O-WALL REINFORCING AT EVERY OTHER COURSE(TYP.)
A-13
A
)BED FOUNDATION PLAN NOTES
SCALE:NTS
2 3 4 5 6 7 8 1 9 10 11 12 13 14 15
2 3 4 5 6 I 7 10 11 12 13 14 15
L
M WESK
ARCHITEC
1942 LONG HILL ROAD
TEL:708,647.8200
EMAIL: INFO @
6'-6 3M' # MILE
(1"X101
41/2'
FROST FREE HE—MATERIAL
xI OGNNG— SHOWER
W/-T-OFF ENCLOSURE I
DuPOH DOOR
L070
1 1 11V
P.BATH Lj
1/2 CH.W-W
dl
IT", PRIMARY SUITE
LAUNDRY J MUD RM
(H(HARDWOOD) /v InnaowooD) i
S IGOi rr o
S 1/2' 1/'
O
+ lo
I S/1' 2-1 FROM CENTER OF ROOM
e FROM CENTER OF ROOM
BE
B,
FdYE
, DW HALL I
BED#2 D, OFFICE ARF,R I IAd& fidds
1a; ao/4. y/z.
cV41
I JOINT ER WIND—
(HAS)VOOD)
o —IS 2@17 I'll LLWITDH 11 A
_IT
HGADLE
rc
-k,,, up
I III
LOS.
'p o o ISA,TO BEAM
W1 51MFWN HOPE.
BATH#1
III G 16/14)
2 c LOS. q LIVIN;RM. o
10'.6"C.H. ji 2
(TRAY CEILING)
I DI ING RM. PROJECT:
DEMO/NO
------------
CEIIN. BLOCK/LOT:IOX SE
RED#1
3549 CLAY POINT RD.
U CH.R
=Gl 1U11�1:R 1�11j.
IL I _ROOF wS L I HIS
of pl (NARD—) --- SLOPE ---
FROM CENTER OF ROOM 'L.—HISR.
ANT
-7P
FLOOR
S/V I/1' IJ IP IT—,
6.
7 FAMILY RM.
DRY-LAID PATIO(PER OWNER) I G.H.12T.1 1
I (TRAY CEILING) D DECK
t5 2
Tye
O
NOTE ALL DIMENSIONS ARE TO NVU.—(VIJR) PROJECT NO 11 21 1
TYPICALWA—STRUOT—(SESE�l��AILSFOR�RENOUSMD$PKI?�Si
HARD—K-C ARW SIDING(EXPOSURE PER OWNER)OVER'HYDRO GAP"W.RJA
(FADING WRAFLOVERY 1/2'-SYSTEM°GREEN BOARD"OS8—SHEATHING(TAPE ALL SEAMS) .AY"N.By JP,GA.B
(FASTENED PER CODE AND MANVE)ON 2"X S'@ 16-O.0 STTJD WALL
TYPICAL HEADER(3)V A I V'W/1/2'P—D.SPACERS U.N.O.ON PLANE CHK BY:GA
INSTALL HURRICANE TIES(SIMPSON MODIE#H2SA)AT ALL RAFTERS TO TOP PLATE DWG NO.:
"P,)
A A-l(
BED FIRST FLOOR PLAW(SECOND FLOOR FRAMING SHOWN)
14
2 3 4 10 12 13 15
2 3 I 4 5 I d 7 B 9 70 17 12 73 14 15
M WESK
ARCHITEC
1942 LONG HILL ROAD
TEL:908.647.8200
EMAIL: INFO Q
S UE
L I FORPERFYinPw.ICniIgY
i
K
4 ® REVI5101
pEBWMOWA�9EVIE 1".
Lp� •�
41/4" 41/4^.z'-41/4° 41/4"
1
_) BED#4 BED#5
1. o 1/4" o V+°
�5'D"WAiL Hi. =i to
5'll°WALL Hi.
bi CLOS. CLOS,
0 1ELOPED CLG. SIOPED CLG. H
�.
ro
BOOK6HElF
_k
t 3'V 4"x 9'�93 a° ROVNO 30°
31/z` �
z z'-x z-a+° AwNmG uz3 nuuRnN ELEVATE EuwH29n 4-1 I6 z o I i
t zr.Tr`'x v—/z TONw zb zcumsTeOtMMnOi vonND
-----_---_----4 PL—AT-- — _
R04O i;44
UPPER ac. G
❑ (CLG.NT.=11'-9 T/3"7� O
z 2.9 x s- 1 z oo 1xvNG zezd ManrfN ElEvnTE Eton3z4a e.9 to
z o^x z'-71 Y' usEmENr zvn mArv,N stEvnre stuaast ev to z —
z't0"x z'-7z 4" —R—T z9s7 mArzv,N F'R—E Etu334s e-916 z z J
4 z'-to"x 4'-7t S' uEEme4i 2947 -.0 EtEvniE ELu3355 e�9 to z j _
t I
a z-to"x s'.st z' ussma.r 21. mwav,NFtevATE EI-7E 2 e.91e z z
le of REC.ROOM
reR O PROJ CT:
G oz ArE E 3> a9 LG01/z°
of -----_ --
—762
—————
7 ry LINE CLIP DEMO/NE1
' F
:rx ;; '; =SE
: z 3 ;; OBATN a R
2 c .cuP
i
E FLOOR&
PU
0
DOOR O VER
DOOR BELOW
LNOTE:RAILING r0
caNNEa ro RooP SLOPF ! of UNCOVERED DECK
m
D
I� ( tEµEDn
l l4':1°Im
3
f
' rTq OI6rF
C
�OF NE
PROJECT NO.:FI-25-1
B DRAWING BY:JP,GA,B!
CHK BY:GA
DWG NO.:
A A-lt
1LES A-�O PROPOSED SECO"
ND FLOOR PLAN
MS SCALE:I/4'=1'-0
2 3 4 5 d 1 8 9 10 11 12 13 14 15
2 3 4 5 6 7 8 11 9 10 12 ( 13 14 15 _
M WESK
04
V ARCHITEC
- — �k 1942 LONG HILL ROAC
I TEL:908,647.8200
p -EMAIL: INFO@
\`a
s IssuE
-304. r___ __ _ _ .1 I i o�N �xi L 1 wRPERA41APE11Cnt10N
I
I ^I
p Stl
RAFTERS RAFTERS- 0 - 1 3 9"X 14"L.V.L.O' LL
2°X to°@16"O.C. 2°X IO"@16"O.C. �b CAR w � 1
O
CLG.JST. OLLAR TIES-
2"X 0" 16°O.C, o
o SLOPE:8:12 SLOPE:8,12 ry ry )
K
_________________ ____-____ _____ ____ ___jn I ' m uS^I ,M RFYISIO
o T,
I PERIMWIOPAlREYOW(PRD
I � i
I � ,
i
O INSTALL SIMPEON STRAP TIES OVER S.°
o :'n RIDGE FASTENED TO RAFTERS ON QJ
x BOTH SIDES Ai ALL RIDGE
r LOCATIONS(MODEL:LSTA36) 5 x
I I
I O
o° _ @ 1 H
-CRICKET
n CHIMNEY TO EXTEND EXIST.MASONRY o
O:V EXTEND MIN. GHIMNEY 8 STEP FLASH AT
3ID ABV. � CEl RERUNS OF FOYER/LIVING ROOM BELOW
RIDGE CHIM ROOF CONNECTIONSHAT
v 3/4"
o I o
-304. G.JSi./OILAR TI - G.15T./OLIAR TI - GJST./OW.R D -
2" 16"0.
RA ERE- RAF ERE- RAF ERE PROJECT:
ELOPE:8:12 SLOPE:0:12 :. :: :: :: :: :: :: ::
- b ___________SOLID POST RIDGE--EAM , DEMO/NE!
CLGJST. COLLAR - F -BLOCK/LOT:10(q,SE
2^x°@16•'o.c 1 = ________________ 3549 CLAY POINT RD.
RAFTERS- RAFTERS- DOUBLE RAFTERS AT ALL DORMER ENDS(TYP.) _ _
2"X10"@ib°O.<. __2°X ID"@16"OIG !i
0
I
- FLOOR&
PL,
I I I
I I �
LOPE:8.12 SLOPE 80 E j
I I I I
I I i
RAFTERS- RAFTERS
2°x1o"@16"o.c. 2`x1a^@16°o.c 5SEpEc
i v°�Re.+
J}P 026
/gOF,
TYPICAL ROOF CONSTRUCTION: C
GAF"TIMBERLINE"ULTRA HD SHINGLES ON 5/8"SIP SYSTEM"RED BOARD"OSB ROOF SHEATHING
(TAPE ALL EFAMS)(FASTENED PER CODE AND MANUF.)ON 2°X 10'@ 16°O.C.EAFTERE W/2'X 8"
@ 16°O.C.G-STS/COLLAR TIES SET AT MAX.2'-6"ABOVE WALL PLATE-INSTALL GE 8 WATER
SHIELD FROM ROOF EDGE VP TO MIN.2'-0°PAST INTERIOR WALL FACE OR CONTINUOUS ON ENTIRE
ROOF FOR SLOPE 14/12
ALL RAFTER ENDS AT PLATE TO BE ATTACHED WITH HURRICANE TIES PER CODE(TYP.)(SIMPSON MDL
4H2.SA) PROJECJ NO.:R-25-1
INSTALL STORM RESISTANT CONTINUOUS RIDGE VENTS(TYP.'LEAVE MIN.3"PLY.WD.GAP(AIR ! 8
CHANNEL)AT RIDGE-INSTALL 2•'X 12"RIDGE 00.AND FASTEN ALL RAFTERS AT RIDGE W/36" DRAWING BY:JP,GA,E
SIMPSON AT
TIES CENTERED ON RIDGE AND EXTENDING DOWN OPP.RAFTERS(MODEL#
MBTA36)
CHK BY:GA
DWG NO.:
I A� 1�
)SED ROOF FRAMING PLAN
2 3 4 5 6 7 8 9 10 11 12 13 14. 15
2 I 3 i 4 5 d 7 B 9 70 11 72 13 14 15 FW,
M WESK
ARCHITEC
1942 LONG HILL ROAD,
TEL 908.647.8200
EMAIL: INFO @!
TIMBERLINE SHINGLES
# ISSUE
STANDING SEAM PTU,
GLUM ROOF ON SHED L ( FGRpERMRAPRKAIK4.V
�YPIFu n Ai RaaF coNNEciwN ORMER
MARVIN"ELEVATE"SERIES
WINDOWS AND PATIO
DOORS(PER PLAN)
- HARDI-PLANK K
CLAPBOARD"SIDING DI-
EXPO URE)EMI
b
PE1 INKIEA IN EW FRDS
"OARAi"COMPOSITE
FASCIA,RAKE,AND TRIM
B 005.
C-0
Cll- T
I J i
UPT
j TUIOERTECH RADAtlCE RAIL
iF
SYSTEM AT DECK PERIMETER
x
6°X 12'TRIM BLOCKS FOR LIGHTS WHERE SHOWN
G
ED WEST(REAR)ELEVATION
(4'=
PROJECT:
F DEMO/NEV
BLOCK/LOT:1000,SEC
3549 CLAY POINT RD.R
STANDING 5EAM PTD-
ALUK—ON SHED E ELEVA
DORMER
DOTR UNE OF CLG
PROFILE ON PORCH
TIMBERLINE SHINGLES
~ SS$ D 5£pEDA MAEVI.
—(EGRESS} (EGRESS) _ WINDOWS
"ELEVATE"SERIES
P3 U"
ORS(PE AND PATIO
DOORS(PER PLAN) i 'f
%OARAL'COMPOSITE
FASCIA,RAKE,AND TRIM ST91EO
BDS. G
FP
— BI _ HARDI-PLANK
6n a.B Eto CLAPBO V SIDING(5"
WBI 11 F== EXPOSURE)15MOOTH)
-- 1U"TRIM WRAPPED OR
i RNCRAFT PREFABRICATED
[ED—MR 11 32
COMPOSITE COLUMNS PROJECTI NO.:R 2B I
OVER 6X6 TREATED
STRUCTURALPo5T5 9 DRAWING BY:JP,GA.BL
� CNK BY:GA
6"A 11"TRIM BLOCKS FOR LIGHTS WHERE SHOWN
DWG NO, ^J
A A-2C
ED EAST(FROM)ELEVATION
(4'=
2 3 4 5 b 7 8 9 10 11 12 13 14 75
2 3 4 5 6 1 7 8 9 10 11 12 13 14 15
M WEsk
ARCHITE(
1942 LONG HILL ROA1
TEL:908.647.8200
EMAIL: INFO 9
a ISSUE
L I TORPERYWARSCAP.
-- TIMBERLINE SHINGLES
STANDING SEAM PTD-
ALUM.ROOF ON SHED
DORMER
K REVISIC
- I PERM1I4R:IOPALPEVEW PRD.
.__ ® HARDI-PLANK
CLAPBOARD"SIDING(5"
EXPOSURE)
XPOSURE)(SMOOTH)
"RCRAU COMPOSITE
FASCIA,RAKE,AND TRIM
® EDS.
MARVIN"ELEVATE"SERIFS
!3 — — DWINDOWS PND PA110
OORS(PER IPJJj
i
b'%1]°TRIM BLOCKS FOR LIGHTS WHERE SHOWN
G
)SED SOUTH(SIDE)ELEVATION
PROJECT:
F DEMO/NE!
BLOCK/LOT:Imo,SE
3549 CLAY POINT RD,
E ELEVI
STANDING SEAM PTD-
ALUM ON SHED
ICXET DORMER
�yy Y ,I� II ill�i --
1
TIMBERLINE SHINGLES
D z EREo
3
"BORAI COMPOSITE
FASCIA,RAKE,AND TRIM
BDS. Sq D2fi
IFOFt
{ ELuzP<i EtuzPni [tuRGO eLUR94R _ - - MARVIN'ELEVATF'SERIES C
WINDOWS AND PATIO
IN
DOORS(PER PLAN)
—(EGRESS) (EGRESS)
HARDI-PLANK
^CLAPBOARD•E DING(b"
EXPOSURE)(SMOOTH)
PROJECTNO.:8 25-1
B DRAWING BY:JP,GA,B
CHK BY:GA
DWG NO.:
A-2(
)SED NORTH(SIDE)ELEVATION
2 3 4 5 6 7 8 9 10 11 12 13 1 14 15 i
2 3 4 5 6 1 7 8 ( 9 10 17 12 13 14 15 I=
CIDGE VENT TO 1NSTALLEOA M ♦ ♦ `V
m)
3,a'X,6"RIDGE BM._INSTALL ARCHITE(
'AFSONSTRAP TIE NET
OVER RIDGE AT Ea RAFTER 1942 LONG HILL ROAL
TRIM WRAP BEAM FINISH TEL:908.647.8200
(PER-HER)-P.) EMAIL: INFO C
k ISSUE
TYPICAL ROOF CONS AULCTION: FORPERMRAPPLKAIR)N
GAF'TIMBERLINE"SHINGLES L
(COLOR PER OWNER)ON 5/8'
INSTALL ALUM.FLASHING IN.8" ZIP SYSTEM"RED EAR."358
ABOVE ROOF EDGE SET IN MASTIC 1011 HEATHING(TAPE ALL
INTERSECTION OF THE EXIST. SEAMS)W)(FASTENED PER CODE
WALL AND NEW P00.CH ROOF AND MANUF.SPECIFICATIONS)ON
FASTEN END 2"%,O"RAFTER AT WALL 2"X IO"M I6"O.C.0.AFTERS W(
CONNECTION WITH(2)ROWS OF 2"X 8"*16"O.C.CLG.JSTS./
°LEDGER LOCKS"X 5"LONG @ U'O.0 COLU TIES
ROOF CONSTRUCTION: ICE&WATER SHIES TO EXTEND
TYPICAL MR FROM SHINGLE 2 FROM ROOF EDGE UP MIN.2'-0° K
(COLOR PER OWNER)ON St.' �B PAST INSIDE OF WALL PIANE-
P SYSTEM ED"R BOARD"OSB (TO COVER ENURE ROOF FOR REVISIC
21 ROOF SHEATHING(TAPE ALL SULATE ALL FLAT CLGS.TO SLOPES LESS THAT 4(12)mP.)
SEAMS)Nu(FASTENE PER CODE MIN.R-49,5LOPE CLGS.TO MIN. PTO.ALUM.DRIP EDGE TOM
A DMF.SPECIFICATIONS)ON R-38 mP.) INSTALLEALONG ALL EDGES 1 PFA M11UIdgPNREYfWPRO
2'X 10"NU.-O.C.RAFTERS) X 8°LD I E.O.C.COLLAR TIES-S mP.)
2"X 8"@ I6°O.C.CLG.JSTS./ AT MAX.2'-6"ABV.WALL TOP PL mP.) RENDS AT PLATE
FOR TRAY CEILING AREAS- TO BE ATTACHEDWITH
EATCH ICE&WATER SHIELD THC—ID FASTENCOLIAR TIES(CLG.JSTS.)TO DETYP.)
XIST. RAFTERS W/MIN.(6)16D NAILS U.SIDE MP.) (SOMPSON MOL#H2.SA)
FROM ROOF EDGE UP MIN.2'-0
NOTE PTD I X PAST INSIDE OF WALL— 6'ALUM HALF ROUND GUTTER
CLG.TO FOLLOW 1.6..SL P (TO COVER ENTIRE ROOF FOR TYP CAL HEADER(3)2"%10'W(1/2"PLY. W(4'ROUND LE40E0.5 MP.)
5
AN GABLEA SLOP ES LESS THAT 4/12)(TTP.) Wp SPACERSUN.O.ON PLANS 5/4°%6"COMP.FASCABD.W(
PTD.ALUM.DRIP EDGE TO BE 3E4"X 12 COMP.SOFFIT
INSTALLED ALONG ALL EDGES
O.C.^ (TYP) ;NOT£:ALL HEADERS,JOISTS,AND \\\\\\ R CFSSED UP MIN.i/4'FROM
CUT.IS—RYPJ EItS TO HAVE MIN.3" �C TALL EDGE OF FASCIA-
HALF ROUND GUTTERS RAFFING mPJ INSTALL"CORE OF FRS'CONT,
PTD.1"X6"SHIP PCLG. _--6 A.M. BEAR SOFFIT VENTING,WHITE mP.)-
W{4"RWNSLEADERS 5/
°BORAL'COMPOST h U. PTD.COMPOSITE X SOFFITS
S AND
6° !
H TO MAN I ALIGN W/'I OMLUM FASCIA W(PTD.IX SOFFfTS AND Z MP.BED MOLDING OVER
WIDTH TO AG CONTINOUSCOR-A-VENTECCAT FAMILY ROOM ADDITION N ° s/4°xs"FRIEZE BD.mpa
Ts(WHDB)mva
INSTALL I'x 3 UM BD. o f 3 (' MARVIN•ELEVATV SERIEZ WINDOWS
(ALT.3.CROWN) TOP OF ALLRAFTERENDSATPLATETOM �' O O AND PATIO DOORS PER PLANS TYP.) H
BEAM(CLG.CONNECTION- ATTACHED WITH NURRICANETI6 NOTE:RUCNRAL WMBE0.TO eE BOTH SIDES(iYP.) .. PER CODE TYP.) ALL ST plF' I� TYPICAL WALL CONSTRUCTION:
(SIMPSON MDL#H2.5N STRUCTURAL GRADE#2 0R BETTER HARD-PUNK CLAPBOARD SIDING
j 51 cG (..IN0.E PEROWNER)OVER
^ NOTE ALL HEA JOISTS,AND O OF O 4G HYDRO-GAP W.R.O.DRAINAGE
�FAFR NRS TO HAVE MIN.3" Ally O O MEMBRANE HOUSEWRAP ON i/2"CDX
_ mP�SAS, SHFATHING(FASTENE PER CODE
EXIST. COVERED PATIO/ B �Z COMPLIANCE)OVER 2'X 6'.i6"O.C.
FIBERCAST OR TRIM WRAPPED COLUMNS - STUD FRAME-i6"O.C.STUD WALL
HOUSE PORCH ADDITION W/6"%6"P.T.STRUCTURAL INSERT POST " �i FRAME-INSULATE TO MIN.R-21 AND
W(SIMPSON PoST BASE&CAP ANCH00.5INSTALL 112"GYP.BD.INTERIOR FINISH
PANELS:TO RE(Z)LAYERS OF " mP.) G
] 5CREEN 3%4"HARDWOOD FLOORING-(TO MATCH
K. S�/4'%4'CEDAR FRAMEAND CENTER FISTING)OVER 3(4"PLYWOOD SUBFLOOR-j 2"%10'SOLID BLOC KING BETWEEN
F W(5/4°X 6'BASE RAILS MOUNTED GLUE AND SCREW H 1/8'W.)@ 12"O.G JOISTS AT P.T.2"%4'PLATE EDGE
TO COLUMNS W(COLUMN TRIM CUT USTS.FULL BEARING)mP.)
C' 0 AND WRAPPEDTOSCREEN FAIL FACE-
SCREENING TO BE MSTENED BETWEEN 'TOR TILE FINISH FLOORING- INSTALL 2"X 6"P.T.SILL PLATE&
O THE(2)FRAMES WITH THE INNER FRAME IN VERSA-BONDTALLHUSPoRTIFDIED THIN 5Ei BY ) TERMITE SHIELD OVER POLYSTYRENE
SCREWED TO THE OLRER FRAME 90 BE 00.TAR ON I/2'CEMENT BOARD%, 0'I-� SILL SEALER-FASTEN TO EON,WALL PROJEC7:
ABLE TO DISASSEMBLE FOR REPAIRS) COMP?STRAPS W EON.FILLED COMES
(MAX.,ZJ ON THIN SET BE AND SCREW FASTENED
O NOTE TO 3/4"PLYWOOD SUO-FLOOR(iYP.) (MAX.4•-O"O.C.)W)MIN.12'EMBED-
p� UCTUPAL LUMBER TO BE AND WITHIN 12'OF PL.ENDS DEMO/NE
a STRUCTURN.GRADE#20A BETTER- mP.) F
ALL LUMBER IN<ONTAG?WITH F.F.EL -40.65'(ALIGN WIN EXISTING) INSTA BLOCK I LOT:ICW,S
MASONRY TO BE TREATED mPJ NDRE DPRIP EDGE
FLOOR J015 -2°X,r�1" SIDING AND AND eE-IL(TYDGE AT 3549 CLAY POINT RD.
ESTONE FINISH MORTAR SET W/(I)PC F TOP OF BLOCK WALL mP.)
CONTINUOUS 24'WIDE 9N CONC.SLAB(FINISH AND AUGN FLO "P)BRIOG C I
CE&WATER SHIELD TTERNT E ELECTEp FOUNDATION WALL CONSTRUCTION:
E TO EXTEND By OWNER B 112'CEMENT RAKE W/TUFF-N-DRI
FROM EN.WALL TO INS LL RILID INSULATION(00.SPRAY FOAM) WATERPROOFING MEMBRANE SYSTEM
SOUD AND
NSTALLS MPSON POST BASE (Mip AR-13)PERMANENTLY FASTENED TO 'Y FROM FOOTING TO GRADE APPLIED
CONNECTOR 5(MODEL#ABA66 21 MA.�JNRY WALL PERIMETER AND INSULATE i m TO MIN 8°CMU BLOCK WALL
2 X,OCMIO6O" JC.S EPo%YANCHORSTOFNO mPJ ASYSTEMBOXPLATECAVmmP) 4+ NST LLGROLFF BLOCK VERT REONFS(1)#55REBAR@ SECTI0
GRADE/PATIO CONAG`EARAOERSTOESTABLISHED RAWL SPACE 48'OL ANO ATALL
sEEPACEAREA OR OnncHr mP.)- �,�J_ RNEPS AND E
COORDINATE W(STORM
ECNANICALLY CONDRIONED) BEAR NG Pt5 DRILL AND EPp%Y SET
I I I I I I III=1 I—I MANAGEMENT PANT TO FTC.UP N 6 EMBED)(TYP)
N UNCH S NON-STRUCTURAL VENEER STONE INSTALL H0R AT EVERY OTTER ALL
ILI
-f- FINISH(COLOR PER OWNER)MORTAR FROM EN.WgLL mp,) RE NERC NG AT EVERY OTHER
a v oe TO E%5T NG EN.WALL ( III—I ET ON 2.5#GALV.WIRE MESN ON IN.3"CONCRETE SlAO(3500x PSB III—i(I—L�—�L COURSE mPJ
W/#4 REBAR®i6"O.C.. I� ( III III=�=III- S ON1.OVGR 6 MIL VAPOR BARRIER U�'.• —III— —yLI,—
IIIMIN.4"-6"EMBEDDED IN WALL— E%PoSED FUN.WALL ABV.GRADE N COMP
— i —III—III—' EDNDATLONWALLCGNSFPWCH N: RE EEGP ION JT.E )� _ �DERORAIN
4°cone.ELAB-(4660#ps1) �I I-J ,IT-�I-1)I e"eMG BLOCK—W(6°TURN UP �°I`YSTYu"Nr rO58EE1w:nLLED
II�II—CONCRETE
°oz loww6MxomRml .MG
-FILt ANDS =1 —_ III
1 RUSHED STONE TO GRADE III=11 �� WEENS OBLO K —III—III—III— PE PERIMETERpR N N PERFORATED
CORES SOLID WRH CONC&AEINF.
! SLAB HAUNCHED AT PERIMETER I III= ° I��= W(#4 0.EBAR Qa 48'O C AND AT ALL 3 — — E SLOPE DRAIN TO 6"THICK I— CORNERS AND BEARING PTS mP.>- Ehfi®i/<oPPER DM 5 E0.Et
— PTCH SLAB AWAY FROM HOUSE —III III I� HOR20NTAL DURO-WALL : N ORRAYUG E
=I MIN.1)8 PER FOOT RONFORGLNG AT EVERY OTHER
COUREE(TYP) °°°°°°°'°°°°°°°°°°° °v0"°0tO MIN.�'WRX 2E TH REINFORCE H1 ?�
PoOST GO
FOUNDATION, ,—° . e'W%I2 TH.REINFORCE '+ TOBCONC STRIPFOOTINGWMN 35OOP51 3
SLAB N III N CONC STRIP FOOTING TO BE MIN. _1= EMIN 3-O"BELOW GMOE ON
AND 3 0'BELOW GRADE ON VIRGIN NOTE'STEP FOUNDAT ON WALL F REQ D TO • - SOLID BEARING SO L
— BEARING SOIL- MAINTAIN MIN.3'-0'DEPTH BELOW GRADE (REINF TO BE(3)COW,#5 REBAR
(REINF.TO eE(2)CONi.#4 REBAR '"4m M 3"FROM BOTtOM OF FTG.)
3°FROM BOTTOM OF FTG.) 2-U SgTF F
C
(
I PROJECT NO.:IT 25-I
8
DRAWING BY:11,GA.E
CHK BY:GA
DWG INC.:
A A-31
PORCH SECTION FAMILY ROOM SECTION
A-3 SCALE:1/4'=1'-0" A-9 SCALE;114'=1'-0"
2 3 1 4 5 6 7 8 9 10 11 � 12 13 14 15
2 3 4 5 6 7 8 9 10 11 12 13 14 15 �,
M WESk
ARCHITE(
1942 LONG HILL RDAI
TEL:908.647.8200
EMAIL: INFO 4
a LSSUE
TYIN L ROOF CONSTRUCTION'
A—IMBERLINE"SHINGLES L I WRPEPJARAPRICA00.N
(COLOR PER OWNER)ON 516'
SYSTEM'MO BOARD"OSB
ROOF""THING NAPE ALL
SEAMS)W/(FASTENED PER EGGS
AHD MANUF.SPECIFICATIONS)ON
2"X 10"M 16"O.C.NAFTERE W/
CLG.JETS./
COLLAR TIES
IC SHIELD TO EXTEND
12 FROM ROOF EDGE UP MIN.C-0"
B PAST IN of wNS- R
RO COVER ENTIREE WALL
P F FU FOR
INSULATE ALL FIAT CLGS.TO S
LOSES LESSTHAT4/12)(YP.) ® REM
HEO CLGS.TO MIN. PTD.ALUM.DRIP EDGETO BE
38OYPJSLO INSTALLED ALONG ALL EDGES
(TYPJ - P�MVdCPALftEYEW(P:tt
440 O S- LALE ALLMFTER ENDS AT PLATE
'lX �` Y`tEN OI / TO BE ATTACHED WITH
J ° }fi SS'tAi mlR N HUR0.ICANETIES PER CODE RYP.)
L 6((1)J EMPSON MDL#H2.5A)
6"A.M.HALF ROUND GUiTERE
TYPICAL HEADER:(3)2"%10"W/1/2"PLY. > —W/4"ROUND LEADERS MR)
.O SPACERS U.N.O.ON PLANS _ 5/4"X 6"COMP.FASCA BD.W/ J
CoMI,SOFFIT
TE:ALL HEADERS.JOISTS,AND ( 3/CESSED UPMIN.I11-11OM
RAFTERS TO HAVE MIN.3' BOTTOM EDGEOFFASGA
ECRNG('R) INSTALL"CON-A-VEND CONT.
FEjf SOFFIT VENTING,WHITE HYFJ-
CO
/4"X MP.BED MOLOW OVE G R
6 FRIEZE BIN OYP.)
z 5 "
FAMILY ROOM ADDITION f:
O x MARVIN'ELEVATE SERIES WINDOWS
Q w O' AND PATIO DOORS PER PLANS GDR)TYP N NOTE:
ALL STRUCTUMLLUMBERTO BE O HAR I-LWALL CONSTRUCT ION:
GRADE#2 OR BETTER a HARDI-PIANK CLAPBOARD SIDING
a W y i (IXPOSU WAR.
DRAWER
HYDRO-GANEHOUSEWERAINAGE
MEMBRANE HOUSEWRAPER I/DE
wo SHEATHING(FASTENED PER CODE
J O
ANCp OVER 2"%6"®i6"O.C.
-16"O.C.STUD WALL
fRAMF-INSULATE TO MiN.0.-21 AND
9 INSTALL 1/2"GYP.BD.INTERIOR FINISH
3/4'HARDWOOD FLOORING(TO MATCH m N X)
j EMSTING)OVER 3/4 PLYWOOD SUBFLOOR 2%i0 SOL D BLOCKIYG BETWEEN G
GLUE AND SCREW(15/e"LL.)®12'OC JOISTS AT PT.2 X4 RATE EDGE
FOR TILE FINISH FLOORING- USES FULL BEARING)(BYP.)
INSTALL TILE(SELECTED BY OWNERS) INSTALL 2"X 6"P.T.SILL PLATE
IN VERSA-BOND FORTIFIED THIN SEI' TERM—WELD OVER POLYSTYRENE
MORTAR ON I/3'CEMENT BOARD SEE 0 SILL SEALER-FASTEN TO FDN.WALL
FLOOAJOISTS-2°X 12° ON THIN SET BED AND SCREW FASTENED WOMP2STMP LG.ANCHOR BOLTS/OR PROJECT:
TO 3l4'PLYWOOD SUB-FLOOR(ttP.) m is C S M EON.FILLED CORES
INn LL 2"X 12"BRIDGE (WENTX.4'-0AND WITHIN PL ENDS
BUD RNGBETWEENJSTS. _ P,)ANDWITHI DEMO/NE
GYP REAM(TYPJ F.F.ELEV.40.65'ALIGN WON EXISTING!
INSTALL FLASHING MIN 8"UNDER F
Ex 1 s.z I FLooalois -2"X12-1"o.c. /\\ / TO of BLOCK wAU RYPj AT 354499 CLAY POW RD
-1 IN M.1 W/(1)RO FB-DBRIDG -
ALIGN FL O 5 MP.) �J
CNEYNG 8"BLOCK FDN. PLAN-FASTEN CO WMN� i/2'GYP.BD.FINISH ON CLG.
WALL(FO REMAIN) TO BEAM W/SIMPSON
P05T CAP CONNECTORS FOUNDATION WALL CONSTRUCTION:
EXISTING (MODEL#ccos sseJ I/z•CEMENT PARGEw1 TUFF-N-DRI
CRAWL "P.) MST LLRIGIDINEUL5TION(MIN.A-IGOR WATERPROOFING MEMBRANE SYSTEM BASEMEI
SPACE (MMAR-13FoacnvinwALLFMMp- FROM FoILI'l ueLaRACKwauLI� E
RMANER AN FASTENED TO MASONRY, GROUT BLOCK CORES SOLID AND
E MIN.12"UNOISNRBEO PERIMETER ANOINSULATE FLOOR SYSTEM INSTALL VERT.RSNF.(I)#5 REBAR M
FACE OF EXISTING 80X RATE CAVITY(TYP.)
FOUNDATION '•, BEARING
AND AT ALL CORNERS AND
DRILL AND EPDXY SET
4'DIAM.nL Uuv BASEMENT '(..'. Frc.(MIN.6"EMBED)MR)-
COWMNWIIGMIN.6° (MECHANICALLY CONDITIONED) TALL HOR ZONTAL OUA-O-WALL
TOP PLATEF D WALL(TYP)I REINFORCING AT EVERY OTHER
3 p COLUMN TO BE SRE Ij N COURSE(TYP)
NSTALL MIN 2112-CONC. �- FIT FOR El—
SIR I11 III III
N n.CRAWLmP) I 0
� III—Tr—III zsE0.ED
......:°. I III=III=III�
°•••°•—III _ ! TUFF-N-DRI WATERPROOFING SYSTEM
I HI I I I�I I�I e°z:• H� 1 s9>z•OF61
�I�) I—I MONOLITHcREM T— FILTER MEMBRANE W/4'LEADER U-1. j
n N we wnu/TON.F' -— M CRUSHED STONE SLOPE ORAINS C
ICI II (I III—III—I —I (3,5 5MRW/INTEGML6"TH. AND Co RECT TO DRYWELL AREAS
11
CAP TO E%IST.STONE WALL ( — (= (PER SITE PLAN)
(� (i2"{9V.BASE OF nONp- MIN.3"CONCRETE SLAB(3500#PSp CONC. ���
— �I—SIT—I�T�„.�— EINF.W/VERT.k5 REBAR 24° OVER 2'RIGID INSULATION AND 6 MIL.VAPOR —
1I—I II—I I I—I I I-111=1I I:—pI 1—�I I O.C.hIEO TO(3)HORIZ.TIE BAR R Y%3L8'TH.STL. BARRIER ON 4'COMP.CRUSHED HONE ��
—III—III—III—III—III—I ®8"iPROM TOP OF WA L° BEARING P-ANCHOR POLYSTYRENE EXPANSION T,AND SEALANT TO
�I i-� —III FROM BorroM AND ceN R w/(4)I I/z'O.M.X E. BE INSTALLED ETw a AND BIocK —
III— T�I _ I FLTERNEMBRANEWI4 PERFORATED
I—" III III III ���_{—II j MASONR ANCHORS — 1 PIPE PERIMETER DRAIN IN CRUSHED PROJECT NO.:H-2$
III—III III I(—III � � (— ONEB E SLOPE DRAN AROUND
I I I= — I-I I7—TI11 III I I PERIMETER W I/4'PER FT ..IN TO g
—JJ1 III-1L=III III III •••°•• ° 0'%3'o"X tx' —RORDAYUGH DRAWING BY: ,
°""°• 2' M FORCED CONC +..
—III II III—III—III—III—II REINFORCED
_ DRVWELL(PER ITEP JP GA
2 TH.
i—i =III II '11= 1 —II oI T_I 00roPER G _ ProoTNLwMN3EODFEB
1—L (4)#4 REBAR TO BE'NR 3 o BELOW GRADE ON
_ — — M BOTTOM OF FTG �', CHK BY:GA
EACHFDIRECTION) NOTE STEP FOUNDATION WALL IF RE'D TO •... SOLD BEARING 50 L
J Y-O" MA NTAM M N.3-0 DEFI'H BELOW LMDE BRUNT,TO BE(3)CONT.#5 REBAR
kkk �N•— 3'FROM BOTTOM OF"G.) DWG NO.:
A A-31
IENT SECTION DETAIL
I
2 3 4 5 d 7 8 9 10 11 12 13 14 15
I 15 73 14
2 3 4 5 j 6 7 8 9 10 11 12 \^' c�[
(1 Y Y EJ I
ARCNITEC
1942 LONG HILL ROAC
TEL 908.647.8200
aRxN�'/Y EMAIL: INFO Cw
conTMuous wooD STaUcruzu o E.wOxx`B,mnixl 1 I
If 55UE
uta°`mx`PEir.woTHlrvol } .
B.
\! x"LviRr 'i L j i wR Pauw(nPN�ann+
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PANEL EP siTYP.1 GUI ERAMEA.u, LiwSR au noARD INTERIOR
�.a o`:LONG Ba C°EDs'w 1
K
mPIT.i _
~imooEwPNs*`As�o-n I
-,s0s Woc AT # REVISIC
x is ®i4 c�/onlPwow of sauD
RDEDK we f !I PSUNHopAREWD4#RO
111L /i<c RIM 1/1 flnERsrao n.(ON a<L pANEtspucEs
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.-A--
CORNEAE iTrP.i
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H
I
BRACED FRAME DETAILS
H-� SCALE:ll(2'=1'-0"
NOTE:ALL WMOER COMPONENTS OF THE DECK-JOISTS,BEAMS,STRINGERS,POSTS,DECKING,GUARDRAILS,AND
DALDSTERE MUST BE MINIMUM STAUCfURALGRADE#2 SOUTHERN YELLOW PINE,PRESSURE TRE4TEDT011 C ACQ,
OR.25 COPPER AZOLE(1YPJ-LUMBER IN CO TACT WITH THE GROUND IS TO BE IABFt£O FOR GROUND CONTACT G
ALL BOLTS,NALLS SIEEL AND SCREWS ARE TO BE HOT-DIPPED GALVANIZID(MEETING ASTM A-153 STANDARDS)OR
STAINLESS
RAILING NOTE:MAX UM SPAN OF 6'-0'OF MRING RUN
BEFORE INTERMEDIATE SUPPORT POST IS REQUIRED MP.)
INSTALL COMPOSITE 314"TAIM KICK AT
PROJECT:
fLASHING TO WRAP OVER L SIL M
OPEN
STALLCONTINUOUSGRASPABLEHANDRMIL INGTrvPJ DEMO/NE
e _ AW�H.D.G.ARIL BRACKETS(AT APPROX.30"O.C.)- 5/4"X6"COMPOSITEDECKING(PEROWNERI-
URN AAILE D STS RYP.) q"I FAST IN WI(2)2Il4"k]COATEO TRIM F
DECHING SCREW PE0.)OI -OR HIDDEN BLOCK/LOT:Iq,S
E'RFD FASTENERS(PER OWNEPJ(TYPJ
T 11-MO ECH CDAIPDSIT LANCE"
,m j RAIDNG SYSTEM{SELECTED BY OWNERI INSTALL P.T.2"X 12 LEDGER BOARD 3549 CLAY PO!Nt RD.
(iYMP.E-FASTEN POSTS TOO FAAMINGIW/ (PER NOTE ABOVE) j
6 FASTEN PER CODE IRE
ANDMANUF.SPECS: 2
INSTALL SOLID POST
IN FRAMING INSTALL SIMPSON JOIST HANGERS ILI
! 3 AS READ fOR POST OASE MOUNTING AT LEDGER(TYP.)-
j 5/4"X 6"IPE MAHOGANY DECKING- - ( IMOI TREATED LUMBER
RATED FOR
P! HALT.COMPO521TE-T.B.D.BY OWNERi-
E ( N W/2) I/4"#]COATED TRIM
j j i9 j i 8 DECKING SCREWS AIRIOBT BLocXINc s' F D E'
BEHINDDECKRIMOIOI5TATSTAIRz"
P.T.(2)2"x i 0' I6" >6" CONNECTION-NOTCH
DECKJOISTS(TYP.) INSTALL 2°X 12'TREATED OUNDAIM)OIST AND E%TEND
ILUITEGI/ ! - SEE R I- p,� STAIR STRINGERS®MIN.I I- 1 RRINGEPSTOBLOCKING-
CONi:Nte caoss wCOlm �j NOTES FAST IN STRINGERS w/SIMPSON
CONTINUOUS P.T.(LI
'BEAM H�' FASTEN STRINGERS TO DECK STRAP TIES(MODEL#MSTA 21-E) 3"'
n fRAME W!SIMPSON NAND _
EI (CROPPED UNDENfOTCH {uC EOW OR STRINGER TIES(i5C-Z)OF
eo,ICTION ow S15 AND FASTE FAC ty RATED FOR TR T o Q
„oT[.non ( ! POSTW/(2)112"DGJ„ FJINSTALLEIMPSONHURRICANETIESTHROUGHBOLTS WRS aa R (MODEL#H3.5-Z)AT EAIOISTTO m�
MNu�s/es re �^ j (BAP.) 2�-0" G K 4°REINE,CONCRETE SIAB 10„ BM.CONNECTION s W ugly
so.mP.i TO BE neAiEo PI LANDING PAD- 6 ' - D
X' 6 0'-O"W%4'-0'Lc.)-4000# t0 vo DECK POSTS To BE TREATED It
jPSI AIR ENTRAINED CONCRETE max.1}".0. X 6"ANCHORED TO PER
uNO seAN o/6"XI6"#IO W.W.MESH NOTE:STAIR RISER FACE A 1 R'DIAM.X 12'LG. �C o VpD'
ER MIN,4"OF COMPACTED TO BE CLOSEDW( H.O.G.7"BOLTS AND SIMPSON Gr e K Q y
y�, CRUSHED STONE-R)- COMPOSITE 3/4°TRIM POST BA SE(MODBL#ABA66-Z),IND'IND ZZCO !_V 3
Dowry E.D �! {ALTO)PNDER0.5COON COMP. BOARD(tJ RATED FOR TREATED LUMBER zo LL C
STONED ANCHOR POSTS TO STRIKERS o D u
VW(2)1/2'DIAM (LD.C)
INSTP.LL,JEWERLUR Ai !
STAN A.
wO"LITER1.n1 DIFECTE00YUP — BASE ...... — LAGS(TYP) — = =I ��3ws�,III' I1= w
POsis ITYPSIiRatH 10°DAM(PER PLAN)� . — ••'- —I I INSTALL P.T. 12' 'I1L 17 I O'D AM PER PLAN)GONG
aHD nAtcorvv frtWEls �— ) g z¢�o 3 z C
AIR CONC.P ER A._NG5 T _ll STRINGER PLATE FASTENED L= IER FOOTINGS LE—PER SIT
G500 PSI CONC)N 50 I� INSTALL 12°W X 12"TH� Po. —I S 0 W/12)"H LTI SYSTEM" III III N{ONO TUBE FORMS(MIN. III— C z v i
TUBE FORMS SET TO MIN I - GRADE BM W/2k5 EPDXYA CHO X4°LG® 0 BELOW AGE)ON SOLID— BEARINGSOL
III-BE Low GRADE ON SQL —I oN 1z DIAM CONC TOTAL RS SAND CENTER, !!!��T,�
BOPRINGOFPSERITO BE4 A60 III %ER �� ( GMPDEFMPo�W0.ANDTAPERPOEI III
_ TUBE®MINN53'AO BELO CI PO
—i I'I _ !
FRS pMIN ANTRI
D TAPERED 0 - — GRADE ON SOLID BEAR NG <e I— 3{ ly 3 EM' F1NF.W/141 OVERTE#4 RfBAR
o5T To 5HEDwATE� ^ SOImp) PROJECT N0.F-25-1
LLII 1 T_II B
1111
611-141-101=1
DRAWING BY:IP,GA,1
I -I 11 I1=
uI
cl{K BY:GA
DWG NO.:
A A-31
DETAIL PORCH SECTION
1'-0" A-7 SCALE:3/4'=1'-0"
2 3 4 5 6 7 8 9 10 11 j 12 13 14 15
! 2 3 4 5 6 7 8 9 70 Il 12 13 14 15 ,,_
M WESK
ARCHITEC
1942 LONG HILL ROAD
TEL:908.647,8200
EMAIL: INFO @
I ( N ISSUE
I �fORPFRMRAPPLICAIYJN
K
i �• q� REVISIC
IPNflEVIEW IPRO
:T 1
H
l PE! G
PROJECT:
3
i ( F DEMO/NE'
BLOCKILOT:1a30,51
i -O _ 3549 CLAY POINT RD.
e BUILDW
CT i
VI
!
D 5 EpE[
3
PTD.
I
STq
�OF
4SLOPE C
CUG BEAD TRAY !
LG.ON PORCH
VERT.PLAT
PROJECTNO.:1I-25 1
Tj
! E 6 DRAWINGBY:JP,GA.1
d , , CHK BY:GA
I
I A A-31
iCT 2
2 3 4 5 6 7 8 9 10 ! 17 12 13 14 15 !
2 3 4 5 d 7 8 9 10 11 72 73 14 75 ,,
on�+TSR�CALIL G�'�R�1„d I �Lalyl 1' I+�;�Lh�'I vl
F RBCRLI M W ES k
wITa �} F RER�B ARCHITE(
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P.T.E. L:908.647.8200
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L, ® REVISIC
d P.BATH IELE�TR�CALFNOTBSrs ..,,��, I„h'0'
x 1 PEA nWIiIOPAI REYEW FAO
R W�v �' I PRIMARY SUITE 1 ALLELECf WGIKTOCOMPLYWITHTHE MOST RECENT NEC ELECTRICAL CODE
�cr�rvO uuwssAivo sraREHsi � (2D14)AND IS SUBJECT TO SITE INSPECTIONS.
TOO sroE wALL ACE ONtY ' O 2. ALL DETECTORS ARE TO BE INTERCONNECTED,HARDWIRED WITH BATTERY BACKUP
LAUNDRY MUD RM. 3 AND LOCATED A MINIMUM OF T AWAY FROM ANY VENTS AND IN ACCORDANCE
I TAws"a oTM w x vnN WITH PROVISIONS
)AND WITH THE HOUSEHOLD FIRE WARNING EQUIPMENT
Nwfa"S�oo�WUAU - BIGOT ttR.R \ / ��/ 41 PROVISIONS OF NFPA>2.
w/cOVEE
-- ------ - 3. SMOKE ALARMS SHALL SE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH
R SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS,ON
! ' W EACH FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS.
�a , Oy A. CARBON MONO%ISE DETKTORS TO BE INSTALLED OUTSIDE EACH SEPARATE
EEcssss �—
is w/COVERS SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH_ , Q FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTCS.
BED#2 m ( p 3 s m OFFICE x 5. ALL ORURTS THAT SUPPLY BEDROOMS SHALL BE PROTECTED BY AN ARC-EAULT
- ^ R'E} "} CLOS. CLOS. URCUR INTERRUPTER(COMBINATION TYPE)UBTED TO PROTECT THE ENTIRE eRANUi
DEL} O V eX' ® CIRCUR.
__.i µlei Drn 6. ALL ELECTRICAL FIXTURES LIGHTS, OUTLETS,ETC)TO BE U.L APPROVED
ON -AND Ind ALL OUTLET RECEPTACLES TO BE TAMPER RESISTANT.
® — C 3 i—
as O UP e 3 ]. ALL FIXTURES i0 BE IC RATED WHEN IN CONTACT OR NEAR INSULATION OR OTHER
---- GxT.O. FLAMMABLE MATERIAL.
qp
i ° w4x - LwooE(PEAC B ,4z 8. ALL RECESSED CEILING LIGHTS SHAD BE RATED"AIRTIGHT'.
ALL UNDERGROUND WIRING TO BE IN SCHAO PVC CONDUIT AT MIN.3'-D°BELOW
L Foa asFE,csea r GRADE
�wsuts[,tcra,C FOa urvoB�
ow CLOS.a f '� ` C ITOREFRwm 1 1" 9 FOR", j: I
N� O i'T ----- "" III T .ALLIN.WAU AU VISUAL WIRE TO BE INSULATED AND RATED PER CODE.
c' R MANUF.SPECSI
O
roa�TORo L 1D DIO/
BATH#T ��CLOS. �; ( `till z
Q 3 11.CONTRACTOR TO REVIEW ALL FINAL FIXTURE LOCATIONS WITH THE OWNERS
LIVING RM. ? R. :[t vox/eniaowA Is) O PRIOR TO INBTAILATION. ( PROJECT:
DINING RM. iO TOP HELP a owNEa)vE i 12.CONTRACTOR TO FURNISH ALL RECESSED LIGHTING HXTURES(LIGHTODER 5°CAN
WrtHWHITE TRIM KITS).OWNER TO FURNISH Al DKORATIVE FIXTURES, DEMO/NE
CONTRACTOR M INBTALL(iYP.) F
-_.V
CENTER UGHTS ON ISLAND ° ( BLOCK/LOT:1000,S1
KITCHEN 13.CONTRACTOR TO REVIEW LOCATIONS FOR DIMMER SWttCHfs(IF ANY) THE 3$49 CLAY POINT RD.
a 3 1 `.I 1 OWNERS AND PROVIDE DIMMERS WITH ADEQUATE LOAD CAPAUTY FOR EACH
93 ---' ` r 'I CIRCUIT(rYP.)
�9 .BED#1 1 i 8
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NOTE:
•ALL CLOSET LIGHTS TO HAVE DOOR ACTNATED SWITCHES
•ENTIRE HOUSE TO BE ELECTRIC SUPPLY FOR HVAC AND COOKING- - PROJECT NO.:FI-25-1
THERFORE NO CARBON MONOXIDE DETECTORS ARE REQUIRED
B DRAWING BY:JP,GA,E
CHK BY:GA
DWG NO.:
A E-l(
)BED FIRST FLOOR ELECTRICAL PLAN A 13 NOTES
i:1/4'=1'-0" SCALE:MS
2 3 4 5 6 7 8 1 10 11 12 13 14 ( 15
2 3 4 5 b 7 ( 8 9 ID 11 72 1 73 14 13
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�A° wAY�ROmsLEl swNcx -v� F ee,.ronNr 1942 LONG HILL ROAD
(� TEL:908.647.8200
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RETw/xE— ry L I TDRPERMIIAPPIICAION
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pltp}WWoDneTE ) REVISIO�LEGTBI LNQTES•i o-a �Rl llIa 27,.r .9dF HI. ALL ELECTRICAL WORK TO COMPLY WITH THE MOST RECENT NEC ELECTRICAL CODE
-- CRAWL (2DIA)ANDISELE CTTO—INSPECTIONS,
2. ALL DETECTORS ARE TO BE INTERCONNECTED,HARD-WIRED WITH BATTERY BAU(UP
ANDLOCATEDAMWIMUM OFSAWAYFROMANYVEMSANDIN ACCORDANCWRH(UL-21]I AND WITH THE HOUSEHOLD FIRE WARNING EQRPMBii'L__I PROVISIONS OF NFPA J2.
r' 3. SMOKEALARMS SHALL BE INSTALLED IN EACH ELSE,GSEPARATE SLEEPING AREA,IN THE UIMEDIATE VICINITY OF THE BEDROOMS,ON
-- - .E EACH FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS.
___ _ J 4. CARBON MONOXIDE DETECTORS TO BE INSTALLED OUTSIDE EACH SEPARATE
- SLEEPING AREA,IN THE IMMEDIATE VIOLA TY OF THE BEDROOMS,AND ON EACH
FLOOR,INCLUDING BASEMENTS AND HABRASIE ATTICS,
P 5. ALL C IT INTE THAT SUPPLY BEDROOMS SHALL BE PROTECTED BY HE ENTIREA—AULT
BRACIRNIi INifRRVPTER(COMB NAT ON TYPE)USTED iO PROTECT THE ENTIRE BRANCH BED#4 BED#5 CIRNIi.
h 6. ALL ELECFR1—ATURES(LIGHTS,SWITCHES,OUTUTS,ETC.)TO BE U.L.APPROVED
IIII V Q ALL OUTIET RECEPTACLES TO BE TAMPER RESISTANT.
ALL HXTUREE TO BE C RATED WHEN N CONTACT OR NEAR INSULATION OR OTHER
Li A rUP T` PA—ASHE MATERAL
i1sr A. l\ Q CLOS. gr g CLOS.= LL B. A RECESSED CER NG LIGHTS SHALL BE RATED AIRTIGHT°.
ALL UNDERGROUND WIRING TO BE IN SCH.4D PVC CONDUIT AT N.3'-1 BELOW (j
. J� E.
1 D.ALL IN-WALL AUDIO/VISUAL WIRE TO BE INSULATED AND RATED PER CODE.
CRAWL SPACE 11.CONTRACTOR TO REVIEW ALL FINAL FIXTURE LOCATIONS WITH THE
OWNERS '-
- j 1 BASEMENT PRIOR ro NsrALus oN PROJECT:
i 3 p 12.CONTRACTOR TO FURNISH ALL RECESSED UGHTMG FIXURES ILIGHTOL ER 5 CAN
3 T WITH WHITE TRIM K )OWNER TO FURNISH ALL DECORATIVE FIXTURES, /
CONTRACTOR TO INSTALL(TYP.) F DEMO NEI
BLOCK/LOT:lobo,SE
y' �I 13,CONTRACTOR TO REVIEW LOCATIONS FOR DIMMER SWITCHES(IF ANY)WITH THE
OWNERS AND PROVIDE DIMMERS WITH ADEQUATE LOAD CAPACITY FOR EACH 3549 CLAY POINT RD,
yFgG� CIRCUIT ITYP.1
REC.ROOM
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.-.- � e, •..: .:. ( NOTE;
.. . -----------------------------� •ALL CLOSET UGHTS TO HAVE DOOR ACTIVATED
SWITCHES
•ENTIRE HOUSE TO BE ELECTRIC SUPPLY FOR HVA< PROJECT NO.:
AND COOK ING-THEREORE NO CARBON
MONOXIDE DETECTORS ARE REQUIRED B DRAWING BY:JP,GA,NI
CHK BY:GA
DWG NO.:
A PC
SED BASEMENT/CRAWLSPACE ELECTRICAL PLAN PROPOSED SECOND FLOOR ELECTRICAL PLAN NOTES j
p$ SCALEa/4'=I'-0' A-13 SCALE:MS
2 3 4 5 b 7 8 ( 9 70 77 72 73 74 15
2 3 j 4 5 6 7 8 9 10 11 72 73 14 15 „=_
��Sl,�t,187, t�<2T�S,at��1.�11H,111.,�Etl„h..U.C��IB�,�.1:11� i ,
( 2009`AND IOCAO EQ REMENiSUMBING TO RM W/THE INTERNATIONAL PLUMBING CODE I M `Y^Y,♦ 'E/•�.I
. PLUMBING RISER DIAGRAM SHOWN IS SCHEMATIC;SEE FLOOR PLANS FOR J K
2 ADDITIONAL INFORMATION.CONCEAL ALL PIPES INWADS&/OR ARCHITK
FLOORS/CEILINGS WHERE POSSIBLE
1942 LONG HILL ROAD
3. ALL WASTE8 UNES TO BE SCH.40NNE PVC,INSULATED FOR FOUND TEL:908,647,8200
ATTENUATION.
WASTf LINES TO CONNECT i0 EXISTING 4"WASTE.
EMAIL: INFO @
4. ALL UNDERGROUND SUPPLY UNFS TO BE TYPE"L"COPPER W/LFAD-FR&SOLDER.
I k ISSUE
5. INSULATE ALL SUPPLY LINES,HOT&COLD,THROUGHOUT,INCLUDING PREHEATED
LINES, I L i FCNPERMRAPRICARON
JI _ �4 w iGO`T p�OF JIL -JIL 6. PLUMBING FIXTURES,HARDWARE&FINISHES A$SELECTED BY OWNER&INSTALLED
_ J BYCONTRACTOR.
s s S.
I ]. PROVIDE PRESSURE BALANCE(SCALD—ARD)FAUCET CONTROLS AT ALL FIXTURES.
/ / I 8. COORDINATE PIPE SIZE COMPATIBILRYW/AU.APPLIANCES,fUTURES&EQUIPMENT.
HAHD ( NOTEDR SUPPLY LINES TO BE I/2"DIAMETER TO INDIVIDUAL FIXTURES,EXCEPT AS R
"4bb°Hot, I K IT REVISIOI
( iwvEmER ( i I PfRMUN[IPPLREVIEW IPRax
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LAUNDRY B PROJECT:
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&njoR I vY j POWDER KITCHEN STOP
RI I S R ,u 1 f BLOCK/L�:I000,SE
IR.�I qq (Room °' 3549 CLAY POINT RD.1
,P 41 sarp (wR ron
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PLUMB11
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Exln.suPPtr LNE \ PROJECT NO,FI-25-1
B
I DRAWING BY:JP,GAB[
CHKBY:GA
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A 1 P 1- 1 a
NO RISER DIAGRAM A 13 NOTES
NTS SCALE:NTS
2 3 4 5 6 7 8 9 10 11 12 13 14 15