HomeMy WebLinkAbout30037-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30800 Date: 03/02/05
THIS CERTIFIES that the building FIRE REPAIR
Location of Property: 7219 GREAT PECONIC BAY BLVD LAUREL
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 126 Block 10 Lot 1.4
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 21, 2004 pursuant to which
Building Permit No. 30037-Z dated JANUARY 26, 2004
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is FIRE REPAIR & RECONSTRUCTION TO EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to KENNETH DENSTON
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2013745 11/23/04
PLUMBERS CERTIFICATION DATED 12/20/04 GEORGE CAVANAGH
Authorized Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 30037 Z Date JANUARY 26, 2004
Permission is hereby granted to:
KENNETH & WF DENSTON
PO BOX 136
LAUREL,NY 11948
for
FIRE REPAIR/RECONSTRUCTION TO AN EXISTING DWELLING AS APPLIED FOR.
TRUSS CERTIFICATION REQUIRED.
at premises located at 7219 GREAT PECONIC BAY BLVD LAUREL
County Tax Map No. 473889 Section 126 Block 0010 Lot No. 001 . 004
pursuant to application dated JANUARY 21, 2004 and approved by the
Building Inspector to expire on JULY 26, 2005 .
Fee $ 560 . 70
Authori eSig e
ORIGINAL
Rev. 5/8/02
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL ;, 2 0
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 1%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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,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. 1 �s los
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: W-M ?Eco 1C. i3A+1 LVp LAu�.i�L
House No. Street Hamlet
Owner or Owners of Property: K.e we—T" r /
Suffolk County Tax Map No 1000, Section /2(D Block 0�)]0 Lot Wy
Subdivision Filed Map. Lot:
Permit No. 3 003 Date of Permit. LO Applicant:
Health Dept. Approval: !�} Underwriters Approval: 2-() -7�S
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: t l (check one)
Fee Submitted: $ 00
Applicant Signature
cl�cJ�rtJ�cJrJ�rlcic�tr� cp
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE ND 5
S U ERWRITERS 5
S BUREAU OF ELECTRICITY
5
5 40 FULTON STREET — NEW YORK, NY 10038 c5
SCERTIFIES THAT S
S 5
SUpon the application of upon premises owned by S
5 55
SSABCO ELECTRIC CORP KENNETH DENSTON 5
9 OLD COUNTRY ROAD 7219 PECONIC BAY BLVD.
5 EAST QUOGUE, NEW YORK 11942, LAUREL, NY 11948
S c�c
5 Located at 7219 PECONIC BAY BLVD. LAUREL, NY 11948 5
5
S Application Number: 2013745 Certificate Number: 2013745 5
5 S
rj Section: Block: Lot: Building Permit: BDC: 5
5 ns11 5
5 S
5 Described as a occupancy, wherein the premises electrical system consisting of 5
5 electrical devices and wiring, described below, located in/on the premises at: 5
55 5 Basement,First Floor,Outside,Attic, c�
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of November,2004. 5
5 Name QTY Rate Rating Circuit; Type 5
5 Alarm and Emergency Equipment S
5 Sensor 1 0 Carbon Monoxide
5 Sensor 4 0 Smoke S
5 Appliances and Accessories
5 Range 1 0 11.7 KW 5
5 Dish Washer 1 0 1.2 KW
5 Exhaust Fan 2 0 RH.P. 5
5 Furnace 1 0 Oil S
5 Air Conditioner 2 0 30 Amps 5
SWiring and Devices C5�
5 Outlet 45 0 Fixture
5 Fixture 3 0 Flourescent
5 Fixture 42 0 Incandescent
5 Outlet 146 0 General Purpose
5 Receptacle 101 0 General Purpose,
5 Switch 60 0 General Purpose seal
5 Paddle Fan 6 0 5
5 Disconnect 2 0 60 amp Air Conditioner
5 Continued on Next Page 1 of 2
SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
o �
a i co
5 BY THIS CERTIFICATE OF COMPLIANCE THE S
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 S
5 BUREAU OF ELECTRICITY S
5 40 FULTON STREET — NEW YORK, NY 10038
5 CERTIFIES THAT
5 S
5 Upon the application of upon premises owned by
5 SS
5 ABCO ELECTRIC CORP KENNETH DENSTON 5
CSS 9 OLD COUNTRY ROAD 7219 PECONIC BAY BLVD. c
5 EAST QUOGUE, NEW YORK 11942, LAUREL, NY 11948 S
S
5 Located at 7219 PECONIC BAY BLVD. LAUREL, NY 11948 5
5
5 Application Number: 2013745 Certificate Number: 2013745 Cj
5 5
5 Section: Block: Lot: Building Permit: BDC: nsl1
5 5 5
Described as a occupancy, wherein the premises electrical system consisting of Cj
Selectrical devices and wiring, described below, located in/on the premises at: S
5 Basement,First Floor,Outside,Attic,
5 5
5 Cj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having jurisdiction, and found to be in compliance therewith on the 23rd Day of November,2004. S
5 Name OTY Rate Rating Circuit; Tie 5
5 Receptacle 1 0 20 amp Laundry 5
5 Receptacle 1 0 30 amp Dryer
5 Receptacle 11 0 GFCI 5
SService 5
5 1 Phase 3W Service Rating 200 Amperes 5
5 Service Disconnect: 1 200 cb S
SMeters: I 5
5 5
S S
5 5
S 5
5 5
5 5
S seal
5 L' 5
2 of 2 S
S
SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
SOLDER AND ANTI-SCALD CERTIFICATION
DATE l Z 2D D
Suildng Permit No._,,��
AQ
Owner t=nl _ice 7�-1 D S
(Please print)
Plumbers1 � LAV A�1AC�_I-�
(Please print)
I certify that the solder used in the water supply contains less than 2/10 of I%,
I also certify that I installed an anti-scald and/or thermal shock preventing OeMa at all bathing
and/or showering fixtures in confor ce with part 902.6(K)of the N Y.S.F.P-A.B.C_t~o mitigate the
potential hazards due to shower vAl�that alb wed surges ot4h temperature water.to flo.w from the
shower head.
lumor H hers Signature
■r�■■■■■■■��■■■■�■■■��■■■■r�s�■■■.wa+■�r■■■ ■ ■■■■�r■•■.r■r■■a�� s■■r��■■■■■■■■•
Please check one
I certify I am the licensed plumber (license#3 y that instal led all plumbing on
the above referenced premises.
I certify I am the horroowner and I personally installed all the plum MEG on my above
refer enood pre '
Plumb or Homeowners Signature
Sworn to me this
4,oA_day of 2 O—L
Notary Pubiid,' 1 � Stamp
PERRY T.GALE
NOTARY PUBLIC,State of NewYork
No.01 GA5049023
Qusimed in suffok County
Commission Expires September 5,
Fd WIJST:60 b00Z S0 'hpW T680b T86 T29 'ON Xdd W08J
STRUCTURAL CONTRACTORS , INC .
CONSTRUCTION FIRE DAMAGE WATER DAMAGE
August 16, 2004
Town of Southold
Town Hall
53095 Main Road
PO Box 1179
Southold,NY 11971-0959
Attn: Mr. Gary Fish
Re: Norma& Kenneth Denston
7219 Peconic Bay Blvd.
Laurel,NY 11948
Dear Mr. Fish:
Enclosed is a Certified Engineered Trust System for the above referenced insured.
This is for permit#30037, for fire damage on December 4, 2003.
If you have any questions or concerns please feel free to call me at(631)471-
2300 x127. Thank you.
Sincerely,
Frank Cain
D&A Structural Contractors
FC/mp
G:JOBS:DENSTON/TOWNOFSOUTHOLD
60 Raynor Avenue, Ronkonkoma, NY 11779 Phone. 631.471.2300 Fax. 631.471.2905
Aue-04-04 06:35 From-KAKO OLD MILL 3681110 T-632 P.02/15 F-838
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ATTACH IX PLYWOOD(Mt 069 GUSSET(161!?APA RATED SNEATMAVG 32M$D�1
ADD 2 X 6 OF NO2 TO eACN aloe Of TRUSS W11"00MMUG110N OUAL)rT AOMFJWB env TWO 11
C1lT TO RT TMW, OF lad(34 X.11311)NAS IN QX4 MEMBERS NSD THREE ROWS It 2U M MORM SPACED
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bin
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TOLL 36.9 plalwa Ma4wew Lis To 0.94 VDAILL -6.15 12 >000 240 m1ble 191'/144
TCOL 7.0 Luny Mores 1.16 Be D.0 VM(TL) 4,2512.13 >91t) 160
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WEBS 2 X 3 SPF Sb d WEBS /Rt m it 4-12.54Z&/2
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PORCES (Ki)-kftirwR C*vpsn v%UWnwm Tsllelm
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BIITCHORD 2•t4■•1p07/2�e3.1314=-ieo�/zoos.,z-1sa81�/Soso.1,-1:e�sew:aw.,allRaar ,e.la•SeOrzsea
WEBS 514. 219,3.1.1ra�01/4m.�•13►r-1DOJ�07,/r 2F4AQ Op,6p-12-76001.!1`12+44440091.0-11-191MO7r 7.11&6361420,
7-19�f1/219
NOTES (9.10)
t►wIrIQ ASCE 7-03:I'Ompn:1,a23R;TGOL=4 xp4l;eeDL=aorta:eTneoar m;e+p e.9nfloeso;MWiTi.9 9epte ano sone;f7lnfillvar len .�� NEW
Ona Asm«rpssed I*""NMI we am"d evola>f:Lumbar DOL--1.17 pals Grip prx=,.3.1.
2)TC11.:ASCE 74M;Pgo 50.0 pA owi M owk,C4lepay 111 EV Ci 1sef0e111r elk:C1=1.,
3)UAMM ilond mm ldade 111116 been o0eaktefed+or alis dw*L
s)T1,1a was naw been dnion.d for zoo*w SM roof lour at W.S pd an ererbm.pa n o.Wo,nw.l W&0014r Ike foods. 159,
6)FmvMo a0epee4e dmlbv w to PW Ml{VOW pw db w
0)TV"awe Na bear de@WW for a 10.0 per b*mi elwM On bad nalmneomM rrlh oW oder Ave bode Ger TOM 1807.1 of IBC-00. I-
7)
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peel�n e6wfrw 410(IIM alor+eMOn)pufrw at ee apadnp indlaalsd,fosan�sd b 4ms TC Tor 2•t Od Haile. �
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?CATIONS AR!ACC:URATE AS 911QUVNri»>aPL6A9Q VCRIFY ALL INFORMATION:
10)AOCEIrTED LV I .......pATE: 1,1o.0 1
LOAD CAMS)Slaodeld 'TO)et.6B1�1,
I r2004
t1ta6IlYAN6'oro Iw10-par w.rr.w-.ora an"MWIM ear tdpa rNIIP AA, Wes Am*AWJWM IM, 1401fe N.Omar Forllt 1
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caucoon a ms n opuri o1v or INN
A'Kro�Acmona permOfhM bror kv o'Irm weer A Irruplurs a mo rwpor*bq�v o1 rhn.,luno jaunts.ra wanaral of ddanc4 rapnntiiv
I.,lx.caeon.pumov coma,Irapa awllwry,r:,vtimlen oro broom$,99muff ANVfMl QuWft C.Irerla.09349 one 60111 eulKno Compe"n1
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TCLL 30.5 PILAW 111p111108 1,15 TC 0.64 wn(u.) -0.20,4-10 .ova tAo Mluu 2491100
TCDL 7.0 Lumber leneoeo 1.,6 pt`. 0.05 Uaft(TI.) -0.32 11-15 DIM 180 1
BCLL 0.0 Rep Suess Ina 140 WD 0.03 11111MOL) 0.10 a oro We W401,11C 47a lO
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W eas 2 X A SVD W9,11 GOTCHORD RiWJ%W9;Obwly llama-or d.a-le ec bracing.
REACTIONS (Ihlaize) 2s&W24O.3.0.0=53021044 1
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also uj*pW-2r12(loae nage 7).9--1912(10 4 Ca"0)
Alar Glay2:6070(bad use 2),0=500(101ed case 3)
FORCES (lb)-IWIA"m CompreesionlMilAmum Tdglon
TOP CHORO 1•2-G",a•3.425W472B,0 Ar:'1661?774,4.5x,YA412046,6A=-7X4r�4e•e.7s-690013101.7-0rt-715413716.
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1 NOTES (11.12)
1)2-jttygvsa p be oomeem together W"0.1a1t.r Nailr so 4Wona'
Too ull 0 0 44rtnecud a4 tbra.,c;]X•.1 row.■t 0."09,
SoNom ottordo Oonrleetod 40(alk"".2 X 6-2 row**t 0.0-0 m
Wahl;connected as roNowe:2 X A-1 row at Or a W- OF Ne
2)All loads oro mmoidared O41rasy pW1M b Pd Pries.ottswr11/noted in(tool(F)or back(9)face In ON LOAD CASE(B)OOG0al1.Ply/0 ply �.
calulmloee nave deco prwidoo to d)ilfibute o 11y lords netltd w(F)or(Oh 110000 othorwico Opq*gd IT~ p GAR
x)wine.ASG.7-aa;1a0mPh:h:2SIc TCDL=4.2ost:BCOI.4.004k Cs1NpON 8:EYo C:411G00W:MINFRS gable and 7Arle;Cantilever ren y. ��P �'✓,� 9�
Isla fight at end vertical tart ona n9M e►p000d;Lumbar DOL•1.34 pleas SAp DOL-1.3s. A
4)TCLL:ASCE 1-08;Pee 50,0 pit iQound W14w):Category 11:OP e:Palaallif l!W Cris".1 i► y/J
6)Thle eta=hos been d"Itnad(tot L40'We&floe roof lead*(9i 6 P41 On Owlrturrigs nonerorlaurratt W4h other Ger loads• �.
e)ProvidO adeausla ohmnage,io prevent ewer 1+c1~nding. r
7)This truce her own d0419ned 101 a 10.0 psi Owtom chard Nva toed nonconw wish with any other Ova We OW Table 1607.1 0(1110-00• ` _+
e)pMVlgo mecllenio ODMIBC1ian(by spawn)of lwum in bwfin0 plate Oapoblts of wMamaing 311,1 lb uplift at joint 2 and 3012 la uplih at y b~
joint 1.
0)Gltda Anbs 1N In■pan(■):Bao ham OC.O i:a 3a�o vJ tie.090Q�,
10)Dsa)on Mantra,4112 IIIrt onaMallotl OU111ns 41 oe■per: in411=1ed,lesieted in Inas TC,IV it-i 0d rtoilo. '
11)THIS CONFIRMS SPRe F►CATIONS ARE ACCURATE 1C8 SHOWN» WLEASt AiNIFY ALL INFORMATIQv: A�rF6S1�N�
12)ACCEN i ED BY 1 (]ATE Apnl.14 004
WAa9 AM•Wrft da■Iee V Me41Ae1e nal:011/11D ND4W&W TIM tNyD sEVe ams MWEV R gels. W.Rh-N.0 Farb•
Dwign vullo to We Only with MlTek aomacron•m1i wa9n k bated oltly vpitn pnrfaTatelt shown.or+V h W on IndwiOua D111ON r-�trtp,ur mi n. r
Ay1Ylf0o<71MV Ot t7wlpn ppwJnvrbM pod ProOor u•.04rAvwnr:eM el oonnponN11171atPon�n;icry M,,.!aloe d.dpnu,.•r..��.,rr v`IAYO�.lroclna mown Cne4lEnlsW,MO 62.17.
x rM Ii+lAnll atmt�tlR exelavldlrol vM11n MIImPOr(anh•AticJllitxtar lgrnrtgrOry oncelMntpp b Mwro ernhary dunno co-tiv=livn N rh&r4sponupulty td n.� a
aeclw.Adgllland pnlRlanaltl ta0Cnle al/hs overall rhu4llvo A tha rospanuolny or trio thalamo 06610ner.For UCnrn71 pvgeneo rotH�Klu l
roaWstton qu!d+y....,n*ai nenpo..�vn.,v.H_._anon cve nroc�ro,r:o.Nedl.Wb/1At Quo1My Crgorlo.04"9 and sCSll building Gomponar,l r
x1(ary twMtmnnrnn,w,lnnale tram Tr ars 11v4t Tu%Gas D'Onahiu rAw4,Mtrdson WIl11710•
• C.i1:.
Aug-04-04 06:36 From-KAMCO OLD MILL 3682110 T-632 P.04/15 F-838
dV I o 1: r wa wumi urvwv v v r 2222,r _ ..
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1)Stow:Lumber Inamseal.16,Plats IrwoNOsl.lc.i
Un7t:M1e U340(pit)
Vsrl:%.Azal,47..01,7-111x.21,2.p=.2 )(Fa.299)
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I I
t
p4 WARNWG•vow*destom sa assoN OW MUD XbM 09"M AJID MMSE 011pD NWWFi 1/Ps. 1Mi16 N.Quler IWryt
D444ri wIW fur ase 01W wAP Wok emmeran.TPk oaten k bored wOv wen ppn7m0101 shnws ane%10 4n IndN10u01"91110 clrnlp"wil. awu IF=
MPN GbW of d"on pQ.,Ml-,.i 42nd P,ePo,r,ecTewlten Ol eQfTPonoM N d11u§10610.hid 18017
i 10?torWvl Iwbreidr�qq w xowv elvY,elT{hpinp anrot*uolien k Mo IocpofYlbNllr of mp
erector A00111WO pennonenl boelnp 01 WA WWO"Wumfe 11 a rorpaglar/n/in*ougcing n*Apnaf.ret pent Quidencs maofau+p p/t
tut„p:.t.nw y�a,my.'''ural.gatgpe.•14vary wc•fur.one b2lcho.coMut►%W Mi QuGM1V QMsrlo.DM9 and NMI WMainp Camvewd MiTef.`
so”JWv"rnWwn OMJYrMI.�k' h.�m Ttia Vbro InNM..fa,5U O'C1rlohoi Miva.Ma.dUan.WI W'%14
Aug-04-04 06:36 From-KAKO OLD MILL 3692110 T-632 P 05/15 F-030
r4i t3y; ru%j Lowivir-WIV6111%dp -6--wl
aily
2
1j;WGYmo E, msciam
M TRUSS -
ISOM ;
rjo,j..umrm Wir:"wa F;I, ssao•jim 14 2464 AAT%ik IM060`166,Iftl MG1%Aft 12 1 116"S 2M
ps&,j 1 I )4':.........
.1.64
1 1.64 1 166.5 b6O a." 54-11 &" 144 talka
m —.99—M a as
UA
2
4" le Is Is 13 12 11 11*
30 30 Sts:. 159.I
3om— 394
C-4-11 643,41 e6a 6y 1 r6"
Oa 2JP.M"0 .. ... ..........
LOADINGSPACING 24.4 PUITES GRIP
TCLL 05 PM"IncMU& 1.10 Tr. 0.04 veng6L) -0.13, 13 "DO 290 mWo
TCOU 7.0 Im"Ibar onamm" 1.75 BC 0.111111 veriffil.) -8.23 13.15
DOLL 0.0 map ft"m IRM YLIZ we a." Ham(TL) 0.10 a TVP riv WaVil.100 lb
BrIDL 10.0 Code IBC20MAN846 (Simplified)
LUMOR GRACING
TOP CHORD 2 X 6 SYP W 'Excell' TOP CMORO Sheallbsoll.wagol
4-4 27(a*YP OSS 244 ac PUMIAS(4-0-6 M60
Sao'CHORL) 2 x a SVP No.2 BOT CHORD Rood CalIM9 onally apgooled or S-ama at Pracing
WFSS 2XSSPF Wd WEDS I Raw a)MOO 4-13,6-13,0-13
RSACPQNS phab") 111-202*104-411
Mark MM Zp-4d7(kad case 3)
LAss UoI111112m.618(bad rese 71,dw-billi(load CANS 5)
KUx Glaiw2-25311(land Ck"0 21,411=a 6310094 L448 2)
FORCE! (1hp)-Maximum C*ffw**0wW&"Wvnw#K Tar-i—
TOp 0 -7.07& "-23SVLU*6-7-41"MM 74--"01851,S60=9V72
DOT CHORD 2-16--1067125d3,15411P-100712693,14
19.1
WEBS G11e-198407,7-11--M420.
7-10412112
Movie (9-10)
1)Wind;A3CE?-661 Ilomp%;n-^TCDL-4-2f-pi*,1111COL-6.9palf;Colowry 11'.Grp C.sm101164:RAWOCIS 89151+And MOM;eAR1110%wr 1011
944 A*mov"Il.1 end wedirml 11aft and flahl O&WAM;LWMw DOL01-M amft grip DOLQ1.31
2)TOLL:ABOB 744,Pq-50.0 psi(PIPMOM 4^0");C011"MY W F-xP Q ft"NIEV4 Clal
31 Unbglsncw Low iwd$hwa bear considered 1w Mis design. F NS
A)It"more has b*pn dmigrowill for 2.00 110nell ft.Pool load of 3$,5 per an wi4mnd4 W-ConcunwM Won COW five 10205.
rj)provim dndr4p 40 Q*219f PROW100. GA
61TH&truso;hem been dOOP011116 pryvw
for a 10 0 Od bml*M chord live lead nDricimurfamll wilh any other live laudeper Table1801.1 d SC40. 4;
7)Provido moshonical awwoodom(by ailmdrs)of truss to b*34ft plate cepeblas of wNhaanding M b uplift at jaini 2 end 1111116 Ib UPON J
do wm
DgSkoon 0&0Wwes"VwI erlw"Mbn)pudica ax on"cing indlomf4d,fasimied ko Ma"TC w/R-IDO flails.
T"ta CONFIRM$3PIECiFf"TIONS ARE ACt:URATE AS VERIFY ALL INFORMAT":
10)ACCEPTED GY: .___PATE
LOAD CASE131 30ndard
.09
SS1
Ap(M 14 2004
mwgomg(Am.
K mpmommamm elks JUM IS for an kjLWKjk4 bUlarg CQ(j"MQM. 0300
osalpn Vakma Lw WW MlTwkC*1iW,3oMAhM4eMQM bqW(3c"y%p)nrjWMptffAwhOWMc3nI
CIM111140111111,MO 63017
rax i
or rinmaLia Web rniambum army Am"1110en far"PERIFY bo=nq Ivi,wo*xeoirav aufwq 99naw�uartan m l #*m.anwilogivy0f ra
:mroc AgOICIpn01 permonam ommiyj of IlNe ownind minium b Me mcperwvkl§V Of me MAInIma abilgrar.For ownwai aununre roacirame
"jUf1t;L1114x%%%MAIV uol.h"kJortirps,d&lho&m afgdoen apri Wg:,Ao.tomlip Ammillml Quaithe 04aria.OU49 anq PC%) building Cew"powl
Sally Inforr"gloan cm:00bW I#UM jnjM mcv"lh0ow*563 D'Oriortio Omv'16 Wxmm,W 63110, 1 We
Aub-04-04 06:36 From-KAMCO OLD MILL 3602110 T-632 P 06/15 F-030
I . r Low w6owit %m"I
pit 'a.".• v"400 3Xn L.76onsto waoSml
WK Fill 141P CAP I
7 —Job't#wQe.q1q0hwj) J.57.0111 2904 Pal.lPj
w I loci'mff-1-1160ims.Ird'. hWAPr 14
N.Y.10614 G-ii
................
24"16 4.60 3c*■,111.7
j343 it ;'-7_71
4.50 J2
_4
-------—-----
-------------
------ ---------
- -------------- ----- —----
----------- --------
2.4 153 and m;
P141p;mig DEVI@ ...............
LOADING"r) SPACWQ 1-0-9 est isin (hm) W4010 Lid PLAWA GJUP
TCLL 35.6 Plates Incirtabs 1.15 TC .26 Vart(LL) Alardb M M1120 107111"
7001. 710 LUR*CW IftarcGoo 1.1is go :A4 ved(m) INA rJel am
OCILL 0,0 R*D Stwo Ina YES WD 0.10 11or4m) 0.00 a min we
SCOL 1010 Cade N3C2000/AN51115 "MAX) Wimilift 271D
TOP CHORD 2X4SVP NO.2 TOP CHORD ShOPOWd ar"-O ac puflift,QXGORI
GOTCHORD 2 X&SYP N612 2.e-0=nn(coo fn#*V.
OTWERG 2 X 3 GPF Stud BOT CHORD RIpO
REACTIONS pbftimj
mm How 14-OROMO case 41
Max UP1141-2460owd can 2).7-24SQ660 Moe 3).2m-=lP0&1 Will 0),09-304LW4 C4110
Max Qmv1-VW4b)s#I mac 5).74171(load OW 6),210470001110 1*49 2).411070(lead Case sil.804271(119W ciiiso 2)
FORCES Qb)-Mr*nvm CampromalanAllawbum Tension
,TCFGMOft*
IBOT CHORD
WEBS 44-33212DO
aiciffles (lo-I'll
1)WW;AGGE 7-00,IZMVh; TCDL=4.2prf;OMMUP41;COGOM it.Eup C:enclosed;MWFRS goblis and mns;canWavor left
and oahi mpmW;wed vairticia Will it ftM g4mWat LWOW DOLIP11.33 0'41111 OW 00021-33.
TOLL:ASCS 746;Pyr 54.0 pd(W940ml anew),r-OWIvy 11,FAP C'.PardOlfif ExP-i COLI
I
Unbobnood snow baft have tean carmildmW Mr UNIN 06W.
41 Prov—adequom*;mloam 60 poew IwallorpandIno.
Chard leve Ialmdrioncomwiveliwish any othar live lab"per Table 1aos,,lir IBc os.
4)CesbW mquir"swifromms bahm 04mid bs@Ar%j. OF N9
nPravidervedwedmillcannoidietm(by oilers)of It-no Is be@**plate capable.91whihistand;ng 91616 0011 slijoiftl 1.2AS b uplift wil pant
. - GAita 0,
a)"A wrok sTmcmv pgmvbAcw Tf mr.c4"Pm(GYWW mWYAJIL POP CONNCCTIOW TO BASE TRUSS
a)peg"8sums 4%2(Not oftilwoon)Puma atcospacing lmdlqmlwd.Waived Ila buss TO wi bs0d nolle
10)TMIG CONFIRMS SPECIFICATIONS ARE ACCURATE AS 111HOWN:--t-»MLEME VERIFY ALL INFORMATION:
11)ACCEPTED DY: _WE:
1.0"CASK(G)aWnftrd
Apr*kl 1.4,V111
WNW am mrie"Val
ows jjitw4 am is lot an Inditidud 0vVAMQ ownponvill.
My of b^qji.yd"Cnef-MOT WUSS QW11onkt-arcingOAIAM celt(711:1041111 Alto 83017
Itioure Rawly-;ltorimo celm"welon 4 the 1111w.4iolilly of Ina
of thim,b0ift 001110 v.1-01 94maral qwU01vQf'1&04(93WQ
i Gmal0v C-14irle.0049 and 11101111 kvgdlnp Comment m
In &3719.
Aug-04-04 06:37 From-KAMCO OLD MILL 3682110 T-632 P.07/15 F-838
NT V: ru%j L,umIrulr Gly 1 u, 4.1YV, -
.. o� I wsaPl;:Kain�o:(iY-44..L'J�'6sn+6o
li►wi
Tfuss roe- IGIY Iwo
1 IItOF TRUSS 11F
mJPK joI
j'e►vWr.!mJ1vL"'q
11 lnOuNt�ea.lee. INon AM,2
D�„CIIPiETAR t1.r.,oftf a
ft"r 13.4
IJ4114
r, / , x/1
Fr.
r
_ter,. ,.....��.._........_�..�:-.I .....-. "- -- ......
LOADING SFACING 'Z44 Cbl 08PL in (IOC) Won Lb PLATES GRIP
TCLL 'S pwasimisen 1.16 TC 0.4z Vsrt(LL) COAD 2 M9 "D MN2.1 1A7/144
TCOL 7.0 LurnivorInQ WA 4.16 BC 0.01 Vsn(T!. .006 1 >3e0 leo
RCLL 0.0 Rep SIMS Ing' YES WB 0.13 Haar(L) 0.00 nla No welutll T p
gCOL to.o Codo IYGaDo01AN9Iw0 (IJlalrilt)
1
IJIMBER GRACING
TOP CHORD 9 X 4 SYP HoAR T0P CHORD Sheathed a 1-0.0*t purlins
BOT CHORD 2 X 4"N0.2 190ygj0d oY CHORD Rigid cesr+p snowy aPPuoe or 10-u-0 tic bra".
Ws" axa6PFs11,d
REACTIONS IIbIsf* --310.34-4�-MMlDnIMAI
Mm mw;2065(bad care 6)
Ma uvlNt2-tVI(alse t•.s..5}4M412(baa rase 7)
Maim Gmv2%46N(ImA east 71.••1 A611oad case e1
Poaees (Io).L4$omvm[on101+ssoruNrilorrnsn TeMion
TOP CHORD 4-2-D/141.1-3414VS?
BOT CHORD 24010
Waco 7.4a-14W:D6 `
i
NOTES (74)
1)Wlnd:ABLE 7.60:120mvh:h-2M,.TC13L-4.49;BCol x6.090,Cowwry 11:6*C:enelas.dl MWFRs p•br,nd Sone,eanlllever I4N
and riphl oapeaed.SM l MjW IMI oto aqa ei�Iorad;LuMM DOL=,. aev aIP DOL-1.410.
2)TCLLt ASCE 749;Op 40.0 Pd(ptoutld antis}Camp"If:E1tp C;Pef ily ENP.:CI-1,1
a)Thb Inm neo Coen d"00 for 2.00 Nmes Nal roof bed of 3e.S Para1 QvG0W Oo ran nonourrvnt veal oaror rve lesoe.
�)Thl-Iru-r<hyla a.-r1 J6eipryA iN N 10,0 PV DOMiZIM C110M 11V0 Mftd a0nowla.al.nt wlal illy oY10r IIYa IogOs per TANa 11507,1 O(IBC•oa
9
1 Rol-b plrllw(e)bp%v"W 11130 QW110ciiofls.
e)ProvWs med6enilxl=nAWXMn MY olneNt)Of"1100wnnp oats eaosae Of w1abIPn01n0 ass la I,wn s61eInI It and 2,2lb.rpNe rl;elnl
4.
7 THIS CON mfms SPECIPICATIOM ARE ACulAAYE A3 BHOyyNvvs-"►FL2L^m VERIFY ALL INFORMATION: 1 ,�pC' No },
i)ACCEPTED 9Y' ATE-, ...� CPN GAgci*4,
LOND CAIEM Men"r0 Ore
r �
r
•060 ,*�,
' �FE8S►de1►
................. April-14,
wraammo r mew 440bn ow•w-r rs mad RRAO Molts ON TWX BIRD RiYtSY mm Bross ase, f 4r1s w,01e1r FMe
connaot0t1.1*0 6SO(I 161101ea only up,)n ponx+wle 6 Ihl+wn,ala u for on Inwrimml V)%Aalnp componelrt. sr w Nees
OraOn vend ror use any wNh MR" Claawmaq,MP I1�o17
0P.00AWP;VONy(WU&Uf fen aorlrl,rro,Yal,100tpora.onolanmV4n:nleftp7n11br1rYof6.Adirµl4adona.ne,hur��mu•WfldnO$hown I
N Int Inlrud*K-4m of�s1WD nµnn(x 4 GFWACp1Wn01 N"nPURMY nn.ctrp ra 1nr1-n dqulllly r1.,rnQ oanert.tetlon u iho rotVIN01119011YaI fhs
sr-efOt,Addfiolld 6~90 braCM 01 MO tw0140111N110h fa Is the 1e6PCm1uray Of IM OVWNty r161Wnsr.far oenato Qlndnncn twWrOrm .
aGNry Na Mg4t n nvt 1t nMr'rya m(fww11m1u Irs,!,in.M406 I1 w0mof�Do P N )d1kin cal o071pnt Craaie.D1619 and 9011 OuNdInY CanDattefll M1 a �.®
Au(I-04-04 06:37 From-KAMCO OLD MILL 3681110 T-632 P.08/15 F-838
r ....
i► ~�TN"i -"iliuifiTyPS �^ 7d IPly I '�!k-K>TcoSW�iNI•JMM�I.•boniW Iilfi00r�
)5QPK (ROOF TRUfti /ft 1 I.
;res R,�(4pd�.9�... .�-.. ..._-.....
".D.J.r GIR4TF�t,N.Y.r4o1e a.wa i Jin+c vo04 M1'f111 M4uiube,onr:, Mar4APr Ii 11�cao�aa04 Ppea
,I�o 4a.1 �•/6 �-1M1.9
1n� n
e;;o l tz aw y,
DING(Pon PUREE DRIP
LOA
9PA4INO 244 I Cftl Capri. in ala:) mw Lm
TCU, 30.6 Plaki IncroaM 1.14 TC 0.44 vsn(LL 4.20 2-6 '4900 so Mt1:10 1070144
TCDL T. �,aV*Wommose 1,46 be O.ei vaA(TL; .Q.SS 2b >1t)0 100
9CLL 0.0 Rtp Spas Ir1Cf r�s ' WE 0.90 HOWL) -0.00 6 N• r a
tIOOL 10.4 Ooda IPC:1000fANsla6 I (slrI Oiled) wetdrw 4:b
..._. _
Tor craw 2 x4 aye Mo.l1 TOP CHORD Sheathed or coo Cr.PI NNns.
DOT CHORD 2 x 4 SYP N0.9 607 CHORD Rigid aNINeO&MMM 0110911 or 100"OC maCIPS'
WEDS 2 x a SPF stud
IiEAGT10NS (IbhDe) 1si35�0-3.0.6=4t10/MsCM1enlopl
Wx Mat 2-575poed gone 5)
ma UP litz.-3 Dom cove 3).5-140-6 Colo 0)
FORRCIM (10)-Malvnnrsim canlpn mmmm Tension
TOP CHORD 1.2e0074 2.3=39540.y4=-14.1112
DOT CHORC SIW41 l20
WEDS "1114M&3-5-334MI
NOTED (7-a)
11 Wlnd:ASCE 1-e0;120mph.he2511:TCOL04.11pd:BCDL=S.Opd:CalegOy II;Exp C:MoloYd MINERS Ooh and zone:rr1t11iNVY►loft
aril dqM ;and vMQW loll and dsM emooewl Lumbo C101.=1.32 Plain 9411DOL-1.sa
2)TOLL:ILSGE 7i0:P�00.0 pqf(gfp01M1 vno�,C>tlppy Ih ENP C;MniMll aP•;CF1.1
2)Thle loss has been d"W"fil lar 2,00limK%M roof load 01 3p.5 po 0n Ow rhvnyt rf01►.tomwent Wllh Other Owe beds.
4)TNS Yuee(1M Ifeen"Well for a 10.0 pvf Oosars Chard Ifre lsred n0reonowrewn wort srry 0d4or lino beds pe►Table 1407.1 of 100000,
6) w sj `
P ar nism lomm by n� ft0W a&to beabg plate osp ills ahrilhoUndlnp 2201b dplift at"Diol 2 and 414 1111 upllh at joint
5.
7)TMI3 CONFIRMS SP901FI AT04S ARE AC(3URAT0 AS SHOWN»)0f,►FLCMC VEnIFY ALL INFORIMTION:
0)ACCEPTED 5Y, DAT►..: _ QF NE{ry
LOAD CASMS) SlandaM �!�� °A'��4
t � �
coot
r 6
b
�Fsssf,b�'
0 MASIwa1nG,twat'dentes esv.omemaras Ne VAL1 0 ftlPyfle ONE 7ff/e-NO SNUMIC AM MYOW UVX- 144"1"N.Dour Fer1M .
rA%*n VOM kN use 6*WIt11 Mil"=WVdOR 11111 de6pn b ormfa or11y gm1n poran4otam Mown doe Is For an� ckviouul f,nrlldlna camp~. ear,.aoo
/K)WK7oUNlrq nl tMsipn��,�a�wee tua nNv.aarpar0110n ele"wqrpnaN U oemomeltltw of b0diiw d6Wmar-not WW OeNpnw,%0 MOurn C1rfdN111M",MO til017
rater tgferr4 r.ry.v1 nolnsfin 0,01 Woo mwnrwrt,new waemom ramppvvwry brgmm re rnwm srabor 040ev oonmrensn N IM r spam"ey of"m
ovedor.Ac1rMwo pairn nenr blealrw of trio avaros Nwetwe Is11 w 1#vv;odbsrry 91 me b6mmin0•MeOner.r0r gonna eukxmv r000rarrq
aaroanws gUWV 00AWK M"Q.wlharw ••A A%and§Nmmnp,eerouit A"miml avow CelhWo.DSW and aeon llufldino Comoenent Mire �0
eaNN Inform ooll rwnMada noon 1rwfMo►e U"rltvft 414 wor,41 hl0 Diva.hMrJnwnM11 uric.
Aua-04-04 06:30 From-KAMCO OLD MILL 3602110 T-632 P-00/15 F-039
0 1 . I LOW WWIM W.1-
city PMYP8 4
OOOPK J09A Roolf TRU33 -14,maz rm Net
is Inc.WOO AV 14
a Jan
1451
1.601Op "
4440 saw a
fid It
3
P7
2
use
&X4
boa
FnV,i 06*
L*ADING(pot) 8PAC4NG 24.0 I c3l in (bo) L409N Ud PLAY111111 GRIP
TCLL 38.5 I Plot"lacmese 1.16 TC 0.91 Vail L -0.11 7 :0= 240 Mitzi 197144
TCOL 7.0 Wmemkomimamm 1.14 Be 0.35 Y633 -0.14 7 ;.Tel 140
OLL 0.0 OUP amen leer i4o we 0.4L2 t4om(ILl 0.04 6 fda Na
Wol*;47 111
:COL 40 Code 140MIDIANS85 (Simplifivoll ..........
LUMBER
TOP CNORD x 4 SVP N11
Top C14M Shw*tW 6"at ac pUrIfts. WZ00 i'lld ved0*14,and 244 CC P116111:
a 62 P�7-12 mom.):S6
CUT CHORD 2)(flayp".2 BOT CHORD R"C0111M 111110CAN oppose or 4.3.15 oc Orating-
WEBS 2 X 3-W 6tud 'Excepr
4.112 X 4 Syr N0-3
RaAcTiOMS (himim)
Mpa!HM 2-1131114omd COW 7
Mow uolomix31 loose as"L 2-,Ml(load 0060 7)
Max Grove-61141,(109d onm 9),296410ovel 08,00,11
FoRms (Ib)-mamtknum CmWfAmotanuaw"N"Tension
v0pe"Olto
8CFr CHORD Z&;;-3M10.7-10-211468:.11-?-11113/2031
wralls
NOTis (11.12)
1)WNW ASCE 74Kk 129mp";hmZShi TQ0LP4.kpmf DODLall.0ppl,Colegumj-Ili I[xP C;anduawl,WWFRG Pablo*Ad NORC condlever WA
mnd 4M mpea d:mW woftaal left"ft oisloGet 14fto 001.=1331311118 oft DOLRI.33,
2)TOLL.ASCE 746:Pr 40,0 W(Ground mm-Y.0451110"Y III EXII Ci P*FdVIY 614.,elm'-1
3)111111 VW ho been 1116*1011did for 100 VIIIIII IWI,1001 MCI 0136,5 00 OR 001`11110198 no"-cvMfNhT Wit"Merl B"10,003.
4)Provide adequM drahop b Pmmlt water WW.
0)TNN IPA@ W 00411 049*M fW 1110.0 PO MMum dwrll llvn Mad nrxicammunnord with&V othav live kads par Table 1407.1 c#16040. OF NOW Ira/y
6)PAAW 40 SiM'Vg(*)IM 01AM 10 VUSK bftn4CNDnW-
7)pnewift Immodmodool amworeftn 0*oftes)of uws b onsuft Plate Capable at WithstandIng 911 lb upM at*10 8W 301 lb upffi W OA
joint 2.
a)Gime/corvisom lie-;a eRn(m)L 21-0 110oft 04-0 To 044
e)Doollo muldelm 44 pW odart(mom)oLdns;d cc speoina kWicaled.faskined to truss TC imf 2-10d nmk.
10)lot"LOAD CASE(g)4ocrom.londs,00066 to**few or ve tryst we tWAd as front(F)or back(0).
11)TP43 Ce)ldpRM 8rolC1p"TION3 AR!pDeUptATE AS S"0V",l---ftj^Srg VERIFY A66 IN410"mkTION.
2)&4CEPTED 11V DATE:_
LOAD CASIS(S)84miland
grew Lumbev,Mora aigQ1.1 a,prole warmuft-ti.is
WM jjm
VLerl.1.3-0f)
01.35=01,2-43-211(Fz4
April 14.2004
"Mu'll N.OW Fwm •
Mffek upin ptwjmPjo(%dhow,%am Ii lot an Indv4AI Wdrfa WWI% 41L.M
AtoOgn vard for ym oray"w1w1r,1 component.
0%"Wt%" "0"017.
w%,;mVAA"k"T*1Ffl00KIrY tm.1minu Miramonrovwr4cormooflon mow mNxwvvn"01rm anf ,
omftt.AdcNamelf perm4n*nf twocing Of the ovu(011 11"Imm a In*mparoblilty of Itio amsignow.For Cometco ouictanco moordino
1000=10fl,qUaft CIXIIKV.Xqvugo,dulArviv ope0ion Ong trm",004WWO A0011101I QW aft ce"W14.094L.99 and bowl wldiftw cowwoneml
3a"inW"o0n avu%W DuetOneDuetft
FIQft mV.565 V-11"(1010 Of'-fd,P^KmA"rAIJ719 MiTelto
Aute-04-04 06:38 From-KAMCO OLD MILL 3682110 T-632 P.10/15 F-838
:171 Df . rww uunu u,•r.,•iu! .,.vr -. .
Ines Ti ►h 11emOpr-1tan.saltParmofi J.�vl�-DMM1a� lC9agmel
ROOF TRUSt �
WPK Jt110 I .--L S.TDO i Ja —0 1 AIITN nqupUfap,IM Mon Mr is 1 76Moa!OO•t Pay.
O.J.r.HF%TCR,N.C.10010
14-0 +�
,a n
a �
i'•i
t �•', ...... fi 5
2N .. tri 11 —
_...1� .,... .... I boo _I
I740
tat v
Pin.olnatc txr): l�� _'13.2-0I......, :.:_.—..,.,. _ ..— , ....... .. -
LOADNG(omn SPACNG 2as0 G3I oPl. in poo) WON ud P1/?Qs GRIP
TOLL 30.5 PWAOI11Cful 1.16 TC 0,92 Ven(LL) -0,os 2.4 X909 240 HIED 1B1n41
TGOL 7.0 Llwntmor to.toopd 1,'r0 BO OA:. VeA(TL) -0.11 Z•O >'a56 160
"CLL 0.0 Rap$.Won%Iver YES we 0.39 HprZITL) -0.00 5 nil Ni WBqK 4,4)b
BCDL 10.0 Coe* 19C20MANS145 (Sln(plNiod)
t.Vaa6ER DRAC1NO
TDI'CHORQ 4 X SVP 2400E 2.0E 'EsOspt' TOP CHORD Sheathed or f)44 oc ouAlns. ammo and vMcols,end 24M or:pij*m
3.e 2X4 SVP N*.2 24'
ISM CHORD 2 X 4 aYr NO-2 wn GMORD Rlgld osllln0 d000kly applied or 104.0 at bracing.
WeBE 2 x s SpF swd
K ACTIQN0 (It WA) g24MMananical,2-03C00-34
Mau HMZ262wo wd use 6)
Moa VOW-•'4a11,nn1 deme 6).Z..W4s(hood come 7)
Max QMv 564060"UN 1)•2-64 KIM cast 2)
FORGES (q)-Iw10f11umG01nDiMYMYMamMBUIIM1TNI{full
TOPCHORD I.Q.ora,a-1�10W21.3h-77l116.Lb+t2y7a
BOT CHORD Zai=15dA69.b 1e.13S1161
WEBS 54411711.3571233
NOTES (10-11)
1)Wind:ASCE 7-04;,00mph;hap$lq TCnLe4,A4f:GCOL=6.0pel.CRI&9&y 1f:Exo C:alrJosed:MWFRS obble end cons,oandluvaf left
and flan OrpoHeo;a"vllnlrmJ left and r"erpoaad;Lumber D01.+1.33 P1a10 Brio OOL-1,33.
2)TCLL:ASCE 74e;P0z 6o.0 psf(wound anowk Celecwry N:Grp C:Patiam!Fxa.:C48 11,11 1
3)u(b*ionoae anew Inde helre boon mldldared 1w I100 JWIQM.
4)This&UP,hes been datlgnae for 2.00 Ikhas n*l mor load of 30.13 pal On Ovtnllings non-rondunonl7wlh other Iva low".
6)P/wlde sdpuMe dMngs ID prw~t waNr poAdlnp. Ne
a Tn)s uum ma been dWWAO Pori 101
IMO pat 11010m dd Jim load rwrdw w~t wllh Orly ditl0r live lagda per Yowe 1007.1 of IBC-uo. {�of: W r
7;Rclef to Blydafia)(or lne:Io two coflneetions 13AR O
o)PtvNas ntoonanicol cOnneallaA(bT olhan)a vua>,n oeonng P1aa capable,d wllhwendrnq oas b.aaB al)a1,1 s ane ase b up1N1 a1 ioiat �• �1 � '9'f"
a Deslpn asaumw 44((W OrWdWon)V Alns a)or.opsolog ind'101sd.ladmtsd I*two TC vW 2-104 halls.
10)"CDNFIRMS SKCIFIGA7(ON3 ARE AI:;CURATE AS SHOWN»a:roPPLEME VCKIrY ALL INFORMATION:
11)ACCGPTtGD BY .-DATC
LOAD CABQ(s)Standard r
��E69►SNP
..�.. IN I4a2004
14014
4 wlwewo•va.,y►d.atan .w.w.'..nd seAmi mfet>1w an trod.uvea pormom or no �oflR
a wsaands. �roomNs fm
N. lore► r
oN+Q�n�vole fw up Oflllf w101,i 1,nonraeton.Ito dealgn 4 baso Orly 1,1x18 pofonlatefm mown,and k Won Wt-vi(ua tXWN COmpOnanT• mo 03017
[!
ADp(reaDWfY of drllpn nOlOmaurm artB,D�oDaf Ir1rAllxvcnbn Of MM1Ixxw"N rOOPOP SOM Of U%AX1114•tadyi Nil•nut two wwww a,bnrdtn0 01~1 fh on.NNt1.
;thr1o%~aIpw of Indowiodo we men+ben pnhAAddmonur Iolrolp rery t*wr*to Ina►o*AohoNif renlrlp r'nnarucVW R the 101L)O1/11Oelgr M Rte
&AVI t.Acmw)nol pwrr4nerll worAng of lno Weroe a1NOtu*it MO leapdneGMTV of the bulchn0 ONAGrW1.Pat generol QUWA446 M&GICI 1g r—�
and I.wo'WO orrnau"ANa111R1 QUO*Critorlo,DaLmV one seal(hundInB componorn MiTeWMMsv Ilntallen cwWObla fi01n T1V+;P10to ftiftuTa.6931 O'OnoRW Pnve,1W11chNIN WI 03f19.
Ava-04-04 06:38 From-KAMCO OLD MILL 3602110 T-632 P-11/15 F-839
ropK ABC RCw YRUSS
-
19swi2904 Pao-
le.y.luilo
444 scao a 7506
131311
N
..............
=4
Plow GRIP
sp^clwa 244 GSI in mla)) 1071144
LOADING(pqt) PIM vo"(U-) 9.01 a 1 240
TCLL 38.5 Vqr4TQ -0.04 .Gal too
TCM 1.0 um"r Mari 1,ti'x 00 v.XQ
BOLL 9.0 Rap 96malk IF490 VI-9 we 0.32 HWZ(TL) 0.00 5 NO ojjht 4110
BCDL 14.0 Go" IBCMMANSM (SWON40)
WACO*
-Top CHM -Qhmtwd or 6-&D CC 1111111ftfi. &*Spj..�
,�d vilpirAlk and a,"CC PLO*
Tap csow 2 x a UP Wo-2 54.
MOT CHOW 2X44YPHO-1111 BOT CHORD Algld=long dirOCUY OPPUNd or il)6U AGDrama.
WF.95
21(3 SM SIUO
IteACTIONS 2-Mr"Il
w-mcla2r.
Mox =0=061),2w.z,&Cwod cose 7)
L41LV�PWIi=pplid cow 3).2,747"%W**2)
FORCg$ (lb).Maximum CWMvmWmvUa)dMUMTon4ion
,rc)P cmRo 1-2-0172 2-3;*-WQf121.3-r-5Wos.4-410-230133
D&f CHORD 24w.21W=q.sAm-21AM2
WEDS
mom (40-11) MWF0tS gable end 361118-cArililOver Irft
1)Wind;A51�1 1-0:1201111,11111;hr25h;7COLE42W.OCK63-003111;C41109MY N*,&P 0;ond—w
and flom awpoicad;adw vowood bg and floM vponed;Lumbaf DMMI S3 111111111111110 Ovid NI-33-
21 TCLU ASCII.7PN:PD-4 5D.0 11111 4WWnQ 60oof)i Col"OVY":UP 0;poni'altiff sop;COM"
3)Unbo=,d theor W*140-1111 DW WMW&'W'Of Ift deSion. *psi an aw0uno RQA-Q"cwwQM vAh 011"40'A"low&-
'11 TM. .•
rigo,go"4=jUnwd fW 2.00 gmaa mob too hma L4 a*.(
31 Provide edaqwoflio 4r~i 10 PMV11111111111 vllstilf P61141ift
0)Tt"tvas 1,1r boondc=iV%&d kw&10.0 psirrildmipin chord live lopnanwe.uffliflit%ft OnY 011w Vw*I*SdG Ow TOM 100711 a'lRC of NE
7)Rotor to 01110111i IPr 1111111"00 IfUSS=001101115.
0)prowido ffigoftmeW corovivaino(by ODOM)of MISS 10 billMng pal!08POW1 d V10111131ardrig 2W 1b uPrA RI 101016 and SW 10 UP"A*1 la'"l A GA
L
lb)O"lign nmumes&v2 9W ndontollonj PUFUMS a,cz SpaClitto"Ulgd.t&K#no Id 1fl135 TC WO 2.100 noi Is.
10)THIS CONFIRM SPECIFICATIONS ARE ACCURATE AS SHOWN3,,3,,""pLEA6§VERIFY ALL INFORMATION: %
ACCEPTO OV DAT0._—
LOA0 CASE(S)Ble"Into
Lit
PA�Fcost
pM
WW"dv&WA remim"vve 0"a A&4D&,argim off IVOR AM aX"MM 000 oaf i=- unvonere. gull.ra6D
P:gn vol v wen Mbk corincrAw..thlis dwon It baeod oh�upon vow,1916,11
awwas mrwn.orwl Is Por W,lr�MO WJOV c
for Up ON 111v of Lit.11aing dvr*mt-11.111.0 dolonow or.se;^9 w~
A c n egnpariervirl6reawfou
0011tvald"OrIP0110 Id
fm WO-0 0-40-F.Wr a?Inamsual woo mornbwk oniv.Ad Jim 610tary akdrig awlywow to yflkl 1"lipanlics4rr of ow
clelia(141 lorANNOY 11�-nnlri(j to" N.Fa quilfwai Viiabrice rjawaft
"radar.AcIdt"I poirrionent knovN Of Irr&006PA 4114"0 1;Iia at Ihe builcift 4~41 MITeke
I -yuna ovioma component
jatyc~qjoly conwo.stpeacw craloary,1-grUjIgri%V+d 10,00-0 90AMA AMIlypl,GAMIlly C111-iQ.GNSM and SC01
Aug-04-04 06:39 From-KAMCO OLD WILL 3692110 T-632 P.12/15 F-839
,beepr.ifine•Z>p.•.e���L.•D•n1t0
o ..•ITnrf�. -. �...TNss Tia
RooF TRu's II4 /
50PK I,Iovo L�... fie►w/•n-ml1m "I!ro)
. I _• r 10 1/:fe:Os 7001 P•pa;i
_ o.so•I'an t8't•oa Mn.n,,,drr.rra•.IrN,, war.k�
.O.J..OMEOTfiR.N.Y .ob,e .•-_ -. •-.. ^--
, .�-• ._..�G ...._. 60.p OOfe•1:1 .7
1-0-0
erC 1fI II
I � -
24=
�J
see
Pur Nwi-i i AMLLS.Lo ro•2�1..._ -.... _..,.
-^-� :
LOADING(031) S/AGNIO Z-0 I I � M lbW var" Ud Pu17E9 GRIP
TCLL 36.5 Platt Iticleeae 1.75 Tc 0.63 VoA(LL) .0,00 $.0 "go PQ M1120 ta7/1+•
TGOL 7.0 LrITOer MtilWif 1.76 90 0.20 V•A(YL) 0.0s 1 fOb 180
BLI 0.0 Rao 911MIrty Yf.S W0 O.ttZ MoFs(YL) 0.01 , n/e fba Vllelom 3910
C
®CDL 10.0 Oode I5CMMIANG05 I (51mpiyiod)
L.UMIDER YRACINC
Meepr TOP CHORD Shaellfed Df 6 0 0 oc puAlne, ereepNlnd t�AicAm.and Z40 OC purlins
TOP CHORD 2 X e SYP N0.2 rE
1.a 2 Xa SVP Nv.1 (0►1" nas.:a a.
sar CHORD 2 X 4 EYP Nat RQT Cl/OiLD b RIOq0 d NCNY eppNed Or 76Q0 aG WOOD.
WEBS 2 X 3 SPF stud
REACTIONSisa) ga400Aeiesh4wAml.t G&C-e"0
Wic NO►s2x192flood CAM e)
L%m L%mj*-2t90■ad cam 0),2=4M"d as"7)
Mex Gf2vemo0oao ase 3)r 2a011pae11 'fJte 2)
rpRIOVS Ml•h4oft CMprossroMMaalnwm Tenown
TOP CHUM14-402.25961200,3aadaa;0.44W-3M32
BOT CHORD 24-a62A/27,S• ---2w%31
webs e4■0N75.3.6&460)241
NOTEd (10.11)
1)wind.ARCA 7.01;1]Omph:h■aM,TCOl=a.2usl:111CMA5.00s(:CAteumv It E:ro C:enclosed;MVVIAG game end tone:Cadllevor leh
arM 110M c�oeed owd wrllOrd left and r�arpa/a0:LtMnb■r DOL■t.e2 ppMr pAp DOL■1.1t:.
2)TCI.--ASCE 740:Pp•60.0 ot(Mmund sft 4 CEMM M:no 0:P8111101110UP..9I81.1
s)unbobrraN www I•ado hwo barn aen•Id-6d for INS doolom
S)-Ms VU"nR Neaa Oat10rwt1 ter 2.00 6nws amp root load d 30.S put an avethonso non-mnarrr•nt vAh aewr 0,ra bade.
6)PwAd•odatvalo dmbmW IMty0-pt om s
o.6no-
a)TNN wum Iles been dotN9nd or•10,0 Pot trolhad Iwo load nono■ne,rn+n1 wllh ary oo*r Yvo Imes per Table 1807.4 of 19600. �,t N GA }O
7)Rdw w OWWJS)for Inas a trues MVl0013111. , rC
e)Pr.,tao ma•hoMW oommallon(by wwa,)Of Irvs•I•beor�n0 PW*ba ft"ic,dvr tn•unaln01d0 Ib uplitl a1)dnt 5 AIM 827 Ib upRd al Joint g�
2. it
9)De gn eaIgUmm Ier2(tial orWIffi IM1)PU1011%19 Oc epOCM9 indicalod.fU1811ed 10 buss VC Vd 2.100 hells. �►
110)THIS GOIV►IRMG 8PECM9CATIONS A01E Al*,=URATE AsGHOWNr m-"PLFJIBE VEAIFV ALLtwoRmokTION: r•- Q 1
11)ACCGPYOD 6V: DATA:
Lala CAse131 Standard v
��,4 1'p•OeDAO`
��F&9910 *
_ ADIJI,164004 i
a•MI1Ma.t4r(/Ir trdfr4rrlM.,rr rwI�R11A No'R!a ew'TMI�reloD wit►R•lN�sms Wow hest. O IMI SOD YMr lI•nY. 1
Dutipn rgI10 ter 010 wish AMfou cMMweton.lhs tlelGn It DONa onht tp n WlanaMA mev+n,and's fw un in�7NkMol DuN4n0 cwnpOn•M.
ORIY "heB D MO 11017'
Mxdrgwlhuaedpnpelatwl.nunO IrtcaVrar.ewer,uluwrlPonsnrr,.nrreendwlty.rrw�.�ngaoaoner nwrin,xtlrNpnv.YrMvrechr+,.n
M roe wr•a1,rl000R 01 v,OwlAual v00 n Crny,ArlrnhrrrNd rrmoaay DI•adn010 urwrr aaolnry GrMnO.onunrc xcn U M+■n+Pen,lo11N7 dr rhe
..r:thr.Aaanlohal palllwu:hl braosl0 O•she wCrnt fln,rctUla II 1tI0 Ie1WclrrtN>hlly of Ina Dr11KMna tliwi0rw.Fa p•nNol OtncX�nr:rr reparalnp r
n7orrrrnen quaMy cgrlr{A r+■aM deMwrW 4iM 116n Ono aMOR1Q corrals AN4/IIII 04gIIy C,Wrb,Ot►N Ono pCgl aullalrld L'pnrpDrr•nl sir It M
ietoh xuormabn ovalnti■Iwm bull wc1le rm:nnnrl,M7 p'Wlafrb F7IN■•M"rlf4rf vw SO 19.
Auf1-04-04 06:39 From-KAMCO OLD MILL 3692110 T-632 P.13/15 F-839
_ 'elY. ,06apit-�eaSYoawa•JannL�C�nsly 16
I Trur.� 7Triss Tyea
I�'��0� P10pvBACKT19tJ66 ..�10 I 1 wie.
v jM jr.jj ji kwAA-.Mc. Mlon hr lF l t'SM' l'a0W PAOa t
6.3oe f a.n,�fao�MNIIr11
o,�..dric TCh,MY 1va1a
a�1u ,._.1''.44 .._. 2Li�. l .tea ,�..z►Ya__,,, ., '2...0o IL-1
,•1•e•9I.��10.0
P. MT.'1;�. ,y_. I 46E A•60 YPI. 111f *leo t ,d1Ys,'
l,pa ♦.1p-0 SYN SA13
i-7.S MI11f•i.
6X7.6 MNt6���
♦X12-
e s �
Mia•S ''i� ��/ I �`� •~� . 7Ma'C
4 Al
vts �' •' :: ;! ��.�, era
she-
•.... ''�iY""'..,..
Sao'!;:: (its '• `�\
���~,.••..r•' 17 /.71111? lyoe•�. •t� _ s`„•�
/�, ::�..r•
is cos:. yt• �, ,10 11'b
r>a s 1�"0 I 11:�--.... i ..?]•!a.. � ... 17.x, ,:.avis
aat� 6fYlY 1•se .. ._-.
mal L14 °•�`� _
dale .-,la)•(Zia
�. t _....
Iso 1 '•
LOADING(p&Q 'PAGING 2.0-0 C1l110 345Z 240 W10 197/144
DBPL 1e pee) Udell UA PLAWA Gw
TCLL 30.5 Plaaeslnaana 1.15 YG 0.91 Ven(LL) -0.ei 16 ;4 0 110 Mille 17U120
TCOL T.9 Luffe NIr a1•raaae 1.-16 e0 V4dR ) 0,70 10 Wa n/a
!►CLL o.0 Rep Sass Inv Yt:S we o.77 Hq►r(7L) Il walyll;sol Ip
BCOL Coda MIM aANSMS I.(altllp"w)
(-uMOER BRACING
TOP CHORD 2 X 4 6YP NO-1 'FSICepI' TOP CHORD Shs*OWd or 1.11.10 0o PVMAS-atl 0
7.
1.3 z x A GYP DSS.9-11 2 X a SYF DSS RIQW oa p1.1Cty dIV 0*0 o s-
bCT CHORD 2 X 6'�YP No-2 BOT CHORD R101d Calinp d►1,rdN x01190 w a-e-i as aralan0•
WEBB 2 x a SPF Sled -excear WEBS 2 Ravers 111111/3RIB e-16.614
6.142X4 SVP N-•71,161a2XASVP Naz,4.152XASYoNp2
0.14 2 X 4 SYP No,S,7-1 A 19 14 M Im NOA
RRACTION'x (IbrrMve) a•2021/0 4.10-202110.3-t)
mum"On 2-403poed gave e)
Matt UoIIUQ- 40UUaJ 0990 71.10=•9101909 COO a)
Mex Gav 9-'J•t7a(1N4 00"2106-as.•U73(lead ca.113)
I Foxes pa)•1 is-imurw CornPrassionA w4r tlm Tension
TOP cnofm 1�PO�rA.23-.IZOV1se1,a.t-•1:17001111511,4J'•a•Zons21,s a.a7,•n2s7,i7•a7,Nevi. a-.I.ea,le7.
e.rs7oer14e2.faF.lo=d2Drulee�7,1o.11=or7•
eoT CHORD 2-10-4DIWU a,17.14--17SW4401,16-17--17e1Nea1,1s,6=.213MIAe.14.15=Z1le1014e.1�1A-`e111M661.
12^1 z-•J1W14001 r 10.12=-1107f:A00
MRS b,eaa92ae7,4.,ev-0031U4.x.169.6131560.3.10=42212(47.e-10=-36901946,6,16■-1934H103,0.14.3ee9n48z,
7-14--0,Na9A7.a-14--stvw a I2-.711r6114,41-,a�soa017s1
No?l40 (11.12)
1)Wu1A I►sCE 7•Ae:IZOmDK M27aR;TCCL=4.705T;doDL?a.opltk Cawpry N:Exp G;eneleeed;MWFRB 9va•elle ennel anNMw 14111and Agint efpoad;aTw t wole IA and ripM el po"LuffA•T 0Mv43plaN grip DO(.=1.37.
z)TCLL;A3Ce 740;Fir,D.o P"tDnae,e.nae' ONO"0;�C:p�e11My Mr P.;Ca1.1 SOF NE IN!-
a) ISAUntolanevaw teedv Ilatr4 NONNI cauMd9red Ior I Na OWN.
d.n0,9
I wlln OIIIOr 5w Ialldf.
4 1 nle Ilue11 has hNIan des"1a►2.00 times Gil rod 1-d of 38.8 pet on awilftage non.eDllaleien
5)PTovba e0aqupe Ilrelnaae toprevent wmer I+alMis,
eI Thie ww has iv.n AaMea•a 10.0 Per wQore chum five lead wn99n1wnanl Wllh anv aN1ar live Wds oer Table 1001.1 or IOC-OD.
7)All Itblfaa are M1120 DOW VfllgW ONa Itto lal1t low. cc
e)geelffle al joint(%)2,10 earyAw r•pwolle,to Oriln V@ko U&M AN6VTPI 1.1906 mala to wain m mule. 001mbq oaalow& AG�b
oppawy,of ov larq•uCaM9g• z
0)Fhmde rtnetJlon 0W 911011%)0f I nlae 10 Oo•rinp PM*c•Poa•et w11hs1•nd1^o IAO Ib uplla 91 idr11?ane a To Is u9sn vt ldnt
mWADIdoa1
/0)Deflpn ammes Atr2(n•t er1e111•IIOn)purlins M e0 Apaclm IndWettl/,(-glen-d b Irus.TO W/2-16d roil%.
11)TWS CONFlfiMS SPECIFII„ATIDtY$ARE IV;;CURATa
E AS&HOWN+►afuPLEA3E VERIFY ALL wrORMATIOM I q B v
12)ACCC"90 DY: --•- DATG rte,-� .� 9�E85�ONP
LOAD cAsi(B)stalldero April 14
1.u51 N.oulat t•orel a
0 WARM tt0-%up*da•ye avao•t ift 01.190 asrso 1•DII�ON T M.airD aleMW ItN1Oi Ii9POM IONIC. 0.11,.obw
batpn valid fay tae OF1b�M ITolt germ ext.INC f*AW 1i buW unN vI)M polomg1j s 11WNA.110 K For on fwhddto pulIeSnQ cortwun•1 n• C11.N14rRaid,MO 91011•
A{tNttcoalry0toaapl�t11tMxna,1kOne/topelF ••r�••11onOleeRltwrw�rl..Ntp4nNeWNofbuUdlnaAe4enM•rofMutidariDrWanaalrwthown
n 4I IC0010$WOl nienort n1 Innlmn•rrN wtu mempon or.,r,vw t nr1Ar tem9arav a�a+��1q to imov ne•NIN d.ai,10 conrnAeen Ir Nw re homwwM a 1110 19
nFrctat.Additional 0410110nanr DIOOIng Of 11x:avaro,glue""a Ih•"Mtll)n•nIIrIY of the Iaunarq).tallpner.Fot pMaI1N awapnt s 1-po•vinp �'� �®
rugroa/an.auoNry�w.tm1,�rola0e.0•Mwq..,wror,one gra»1np..nr a,r •Nm/Iw guallla etueea.0460 and SCt11 aullalnp CoMpananl
saw P"Imaf911 OvnNnaa nom rnt-Me1v N.1bl.rre,112 O'Crwhw r,uw.naaawl,%M 6371o. -
Aug-04-04 06:40 From-KAMCO OLD MILL 3682110 T-632 P 14/15 F-838
rW PM ,060pk Kam•aayrM•11 Jetrn�.•Wnib IfJ9ee9
job
rot �►IOGVg^CK TRUSS I�
FQPKI Az»D s Jan Ineue•M�
se II00�MNt•h ,Mc,Man AV
1�t 1.Si;Oc ROe�oi
,b.J..r.,NP1•TeR,'N.Y.i0�o.. '
11�_.. -,... ice... S-114aai8 4-&6e,t-Z 8og1•-�' .
3114 .•. r,
Ab
OvA]e 12 11 10
tIu IyA
31re- "-
218�. --+. .9.4cfI11. G-1HI
-
� `11.7 •—..
o�1,V Q 0-!•p)•1p
olbalc x r. :oa000�•q.t3 .,.�..... ^T. _.__.•..
GRIP
CSI OWL w V-)) wee � PWITEs
4AApIN61Pd1 SPACING 2.Oa MII:IO �
TOLL 38,5 I PlsYs lnut07e 1:16 TC 0.64 V.A(TL=14
.0.30 12.13 0g 00
TCOL 7.0 tlMetlar IfIQhAne 1:1 re BC 43.4aDOW 0.0 Ft IP p1r*•t Incr VGS Will 0.7a MOR( ) OAO a wo Weight WS Ib
13CDL 10.0 Wdn IlC2000IANS106 Pkroww) I
LUMBER •l -~ BRACING
TOP cwoRo R x SVP No t •F of TDP CHORD Sh"VW of Z-1D 13 oc puR�e�Pt
:.a.o�• •1s.7.a fl131I.r�.
cN a xA SW Nn 2.1.21 X A SYP DSS•TA 2 x d SVP OSS BOT CNOfiD -G-0 110 dlrel:MY 00WNv Pr 6+7 ac o sa^9•
Wa CHORD 2 x o SrP No•z VVCpS 1 Row st midIA 5.13,6-12
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TOP CHORO 1.2mo= s-�7lla5a,a.a-2z67/1'Ig. 765�ro0n.sat=-t eeve0o,w�
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01.1.1
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0)TKS CONFIRMIS SP CIFICATIt7N5 ARe ACCURATE AS SHOWNo"'PLEA"Vml%lpV ALL INFORMATION: r
IQ)AOOSPTED PV DATE'
2s t
I LOAD GASEIi)C1And9c4 `t O It.
S
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IANC N.ObW PW%
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sant'of aeuon nORtmlMn Orr!rxoov tn;I>'6�lrollon or I:rNl,rk,narn p,e,/wtnabYllY of b•r/O+p C••Ip wr,01#:�.ern n 1.1016 f*rM wrWblMVtnf�III
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rob11COn01,n�cslly nom".tlrr0ps.oY1vrrY aractlon 4nd oleany.c*mvn ANN/A11 rirt•eN t•wdo,Im"o one ICAI aullding romponanr 1
fount'IrtlB qualm u om".N Allrn e.o wr 1•rewi r o vnerao hrne.laoeMa•.wI s lr 19
Aus-04-04 06:40 From-KAMCO OLD MILL 3692110 T-632 P.15/15 F-639
Trust Type
aY r—O60t+M•141MG0 6Y� 'Joint.•OanNO (19s0a!
PIOOVY/►CK =� _
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969 MII:rO Na 99v
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Top CHORD 2 X 4 SVP N0.2 60T CHORD R10Id exiling directly apoiso(r 16441 oe bracing-
mr CHORD 2 X 4 SVP NO-2
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BOT CHORD 24=42160,44=42190
WEBS 11.6=•192176
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andright/U6oaad:area verllrAl Ian WA right a,rpove0;Lumbar DOL=1.33 plata grlp DOL-0.30.
2)TCLL:ASCE!aa:Pyr 69.0 pd 4"Upd Mover Calagoty 11;EMp C;Pvrliray Exp.;Ca 1.1
3)Unbalanced view loxes have been 0"Oval for Mill d4OW1 Table 1W11 00 C•oo.
4)This wbeen wee has bedesigned tar a 10.0 Pd bt:aiom chord Eve load nallmeumMl with dry oVlsr live loads per
6)Gallia requires cmwmAus butlem died baarMlg. a eb.a M wilhMandinp 429 lb uplll at)oinl 1,429 Ib uplift a7 Joint b,
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7)SEE AATak STANDARD piGOVIACK TRUSS CONNLCTION DETAILF�Rc AE wECVERIFY
TO�� TRUSS 'L�O� E�Y
a)THIS CONFIRM$SPECIFICATIONS ARS AUtU�ATH0WN ,r`r �►��9� 0.
9)ACCEPTED BV �.-�•--• Q, y
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r G.
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. IT U c.
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5
January 11� 200:5 T. '
Town f.SouthOld";
Bu ldin8 bepartrnent
0'.0. Bax 1179
Southold, NY11971
Re: Qentan Resi eric
721 S Pedonid RaY,,131;vd.
Laurel
N'Y'194 z
'ermit.#3 7
Io
To VvtaQm.It May.conc ern:
'A per your request we went t
to the abgy� AP66ped prem�ises and ins�dted the;
plumbing ira:the crawIs p e.r 1 ,#ountl it to€aonforrn to tb,6 standards oil the l�ew
; .
lark Sta�te`bu116N codes:
1Ne atso spa the insulation instalfation grid tound�it to imply with the l�iaw 4
York state buiidirrg.cx de,s Anda ds
R.
or
.i.,.l.rt r 4 •F _.- r.. v . '7' �.. .. .. -.��, ".,s yti... n_,...max ..1 «y2:
FIELD INSPECTION REPORT DATE COMMENTS
y ro
- O �
FOUNDATION(1ST) - — -- -- y
-------------------------------------
FOUNDATION(2ND)
z
O O
ROUGH FRAMING&
PLUMBING
r
INSULATION PER N.Y.
STATE ENERGY CODE
- - - - -e -- /� -
FINAL
C,om .
ADDITIONAL COMMENTSLy— CNAowt
(�
i
- - - o
z
r
----- --- ---
b
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS'I
BUILDING DEPARTMENT Do you have or need the following,before applying"
TOWN HALL Board of Health
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. S i Check
Septic Form
N.Y.S.D.E.C.
_ Trustees
Examined / Z G ,20 Contact:
--i
Approved / ZC ,20� Mail to:
Disapproved a/c
Phone: �S U
Expiration ,20= l0
Building ector
!AN 2 t APPLICATION FOR BUILDING PERMIT
Date / - o - _) 200
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
�i4G//i�EGrllk'E ��ST' �G
(Signature of applicant or name,if a corporation)
-PCB, c g4 Sa�7��naro�✓,��//469-08i�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises /D,;yS-/0 /
(As on the tax roll or latest deed)
[f'a o ation, si of duly authorized officer
(N ah-die of corporate of cer)
Builders License No. glo.-;�I- #
Plumbers License No. 31/7S- 117
Electricians License No. 74 g5
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street
i
County Tax Map No. 1000 Section 11:2- Block �F t r; ;.,,.Fl„�t /•
Subdivision Filed Map No."'
--
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construgtion:
a. Existing use and occupancy DAA 6U Ml&
b. Intended use and occupancy Dtl.JEGL/AIG
3. Nature of work(check which applicable): New Building Addition Alteration
Repair XC Removal Demolition Other Work
(Description)
4. Estimated Cost 0'ao0 000. 00 Fee
(To be paid on filing this ap lication)
5. If dwelling, number of dwelling units di✓� Number of dwelling units on each floor
If garage, number of cars /R
0. If business, commercial or mixed occupancy, specify nature and extent of each type of use. _
7. Dimensions of exist��g stntctures, if any: Front //9 'Y'/ Rear �/� ��� Depth 7�0 '0
Height a G Number of Stories 6AI,6-
Dimensions of same structure with alterations or additions: Front ���?�" Rear
Depth Height Number of Storiell, .., i j !s
S. Dimensions of entire new construction: Front 5o1 ,5— Rear Depth
Height Number of Stories
9. Size of lot: Front 8q6 -22- ' Rear 33S Depth 39Q, 17
10. Date of Purchase_N/q Name of Former Owner I✓/19"
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO
14. Names of Owner of premises XEQW11 bg-to>on/ Address 794&Waglq LJa one No.
Name of Architect AA0r(Q'rd1Zz C*Sr j—Address ro i17%514 SadtN ff11 hone No 3 .297742c)
Name of Contractor-T tA 5-r9iX4u&A1- Address 60 R9 W4R- Phone No.(bar)Jf07l-,2300
pAlKD 40 AA/ ►�
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO__K__
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OFf
# gyp- I '
I� t being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing
, contract)above named,
S)He is the Y 1'i ec'+—
(Contractor,Agent, Corporate Officer, etc.)
f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
t Iiat all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
S worn to before me this
604-4-) d y of _)a.n,Ua rz ( 20
Zz'_V=Z�_ d
Notary Public � ignature of Applican
710140171:2909
Com ftsi,w ExOre Apr9 �6 q
SUFFOLK 6UNTY DEPARTMENT F HEALTH SERVICES
CERTIFICATE OF(CARBON MONOXID ALARM INSTALLATION
_ Electrit-allnspectiott Agency/Town EI.'ctricai los ecrrJr
BllS tie's[Marne 6t AgdresS:� '/
Telephone:
O BE COMPLETED : OWNER
Health Department Reference Number:
Tax Map Number: District Section Blook(s) Lot(s)
Dwelling Location Address:
C1:.::,••:,��,.,t r::F.::'.: _..... ii wutu f>♦gunt zrgnature do atter
\o.of Alarms instaVed: I Rougl+itt Pass (Date/tnit.): Final Pa;;(D.adlnit* h
/ I CEI TIFY THAT ALL OF THE FOL OWING ARE TRUE:
it Carbon Monoxide Alarms have b installed on each level where sieepi g quarters are located,AND
• All alarms have been installed in 4ccordanee with Article 10 of the Suffollt County Sanitary Code and the Carbon Monoxide Alarm
Standards, including:
All ::'.arms are UL.2034 lusted(Latest Edition).have a digital display,have a reset button,and have a feature to display the
maximum carbon monoxide conccntration.recorded since the feature was last reset,AND
All.,►arms have been dirdctly connected to the lighting circuit wilth no intea vening switches,AND
All alarms have been tesged and found to be operational,AND I /
I am employed by an agency that is currently approved to pefiform electrics: inspections in the"I'ownlVilli:ge having
jurisdtctiut,. �
• It this certificate is for a MUL'ril'LE DWELLING,Carbon Monoxide Alarms have been ins:allcd:
❖ In all sleeping rooms served by a centralized system supplying air for cooling, heating,or ventilation,AND
46 In each sleeping room c(intaining a fuel ftrt:d appliance,AND
4- In all dwelling units uld sleeping units sharing a common ivall with, or located directly above or below, a room
corta;nina a centralized #uel-fired appliance,AND
Ina corridor serving dwalting units or sleeping areas within forty(40) feet of all doors to those units and the corridor also
serve,a ro,>rn containing a fuel-fire]appliance.
( tgnature of Inspcetur) :Date) (Printed Name) (License NWnbet)
False stateme,,ts made herein arc unishabte as a Class A misdemeanor wrguant to Section 210.45 of the New York State Penal Law
• • 1[911 59111mi • •UT 11211CF-I&JOIJ IOJ' •
I CERTIFY THAW TIIIS DM'CLL1NG IS EXEMPT FROM TEW REQUIREMENT TO INSTALL CARBON
MONOXIDE ALARMS BECAUSE ALL OF THE FOLLOWING ARE TRUL::
• Liere are no luel burning appliarwes installed,AND
• Tncre are no g3ral,.es attached to the dwelling,AND
• 'Fic dwelling .,ses an electrical heating system.
I
��—
tSignature ut Insp"tor --D-ate) Q Printed Name) —!� (License Number)
)
False statelneats made herein are imnishable as a Class A misdemeanor pulisuant to Section 214.45 of the New York State Penal Lttw
THE ORIG INAL SIGNED COPY OF THIS FORM MUST BP SUBMITTED TO TILE SUFFOLK COUNTY
DEPARTMENT OF HEALTH SERVICES IN ORD iR TO RECEIVE FINAL APPROVAL
",1M 015 0(ev. 10101)
�003 7 z. 765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:_,
DATE '2 �/S �r INSPECTOR ��a�-`"""'-`
F7f
CAIN
30037 z 765.1802 �-�s-
BUILDING DEPT. 7$ ��
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING � FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
&Qwff��
,l
DATE INSPECTOR
lco°3
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ OUGFI PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ V}'F/RAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
-(�;,�,---,
DATE INSPECTOR /L
^�
I
X65.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1ST [ j.,AiOUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: � �� �L.tC4ZC
c-lo"-4/ - -- /
o/
DATE 7 7 [OK- INSPECTOR
J
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: J-4 /03
APPLICANT: , + N DATE SUBMITTED: I /m /03
SCTM#DISTRICT: 1,000, SECTION: 124 , BLOCK: ed , LOT: SUBDIVISION: �✓
1
ADDRESS: 7117 ar%,,. p CITY: ZONING DISTRICT:/D CONFORMING?
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
BP -Z/C/0 Z- , INFO —/BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/
REQ. LOT SIZE: ror4-- ACT. LOT SIZE: If A REQ. LOT COV.C� t, ACT. LOT COV.
REQ. FRONT .w PROP. FRONT_,o- REQ SIDE ftJ0 ACT. SIDE
REQ- REAR PROP. REAR /' REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: r(-f or a s
ESTIMATED PROJECT COST:(k PZk— Q CIIILUPUENGINEER: . — w�fit Ll i,,QAA-
I
WATER FRONT? 2'0 DESCRIPTION: PANEL # r FLOOD ZONE
APPROVALS REQUIRE2
SUFFOLK COUNTY HEALTHPT: YES or @)(BED#): DTE:_/ /_ PERMIT#:
TOWN SEPTIC RECEIPT: Y o�
NEW YORK STATE DEC: PRF DEC 9/1/75 YES o DTE: /_/_ PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES or DTE:—
PERMIT#:
TOWN ZONING BOARD APPROVAL: YES or DTE: _/_/_ PERMIT#:
TbWN PLAN. BOARD APPROVAL: YES or DTE. _/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA): YE NO
NEW YORK STATE CODE COMPLIANCE (SEE PAG 2). ES or .O
NOTES:
FEE STRUCTURE: FOUNDATION: 1 Z SF
FIRST FLOOR: —a0 G SF
SECOND FLOOR: SF
OTHER: SF INIT OTHER TOTAL
TOTAL: `'j SF FEE FEE FEE
U
I. SF)- ( sC� SF)=�� --SF X $ d=$ (�o +$ 150 +$ =$ 6 C)
2. (—SF)- ( —SF)— SF X $ _$ +$ +$ =$
3• (—SF)- ( SF)= SF X $ =$ +$ +$ _$
FINAL TOTAL: $ �c°
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAXHDGN CRITERIA:
Ground Snow Load:45Speed: 120MPH Seismic Design Category:B
Weathering: Severe th:36" Ter ' e:M-H Decay: S-M
Design Temp: 1 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: f
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERFsgVV7RIPI
FULL FRAMING DESIGN ELEMENTSON
HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N
CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIq /N
LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N
WINDOW V. S.,F,7.: Y/N
HEDULE:
l MISQUIREMENTS: Y/N J/
EGR
LIGVEN
NAILING/CONSTRUCTION SCHEDULE�/N
MEANS OF EGRESS: Y/11 `
PLUMBING RISER DIAGRAM: Y/i�
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y7N
TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)
_ a -
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
RES checkSoftware Version 3.5 Release lc
Data filename:Untitled.rck
TITLE:Repair of Fire Damage
COUNTY:Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:01/19/04
DATE OF PLANS:Jan. 12,2004
PROJECT INFORMATION: �S0MACy/�
Mr.&Mrs.Kenneth Denston
7219 Peconic Bay Blvd. co
Laural,N.Y.
COMPANY INFORMATION:
Architecture East,p.c.
Southampton,N.Y.
NOTES:
Install(9")R-30 Batt Insulation in all flat ceilings.
COMPLIANCE:Passes
Maximum UA=794
Your Home UA=785
1.1%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 3963 30.0 0.0 139
Ceiling 2:Cathedral Ceiling(no attic) 646 19.0 0.0 30
Skylight 1:Vinyl Frame:Double Pane with Low-E 60 0.400 24
Wall 1:Wood Frame, 16"o.c. 3400 13.0 0.0 248
Window 1:Vinyl Frame:Double Pane with Low-E 352 0.340 120
Door 1: Solid 18 0.400 7
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 4609 19.0 0.0 217
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release lc
DATE:01/19/04
TITLE:Repair of Fire Damage
Bldg.
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
[ ] I 2. Ceiling 2:Cathedral Ceiling(no attic),R-19.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
I
Skylights:
[ ] I 1. Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.400
For skylights without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
I
Doors:
[ ] I 1. Door 1: Solid,U-factor:0.400
Comments:
I
Floors:
[ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
. I
Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4.
[ ] I Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
( ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State ,the Residential Code of New York State or
the New York City Building Code ,as applicable.
I
Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
r r
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
1
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Som/Tf-/OLa i 1 Q o�n0 q.��' Z 6L �O'No Suv
AV
N -
� - � " O.•� GGA NYS. L/C ��c,.{;: r4
. O� GBS - 44H� >E OF NE /iTe4
- REV. DATE DESCRIPTION
STRAPPING INSTRUCTIONS :
i, All Strapping To Be I-I/4" Wlde 20 So. Steel or
'Sirmpli Equlivalent 0520 (colied strap) Unless
Noted Otherwise,
2. Install All Strop Ing Prior to Sheathing, Consult with 2 APPRQVED AS NOTED
Local Author(ty Far Strap Inspection lIf Required. +1- Y �L5 1/2 DATE: 126 B.P,p �
S. Install Strapping For All New Construction e
FEE:
Any Existing Exterior Hall / Moo? Replacement. �.�Q'� NOTIFY BUILDING DEPARTMENT AT
4. Install Strapping for Each Stud Per Floor d One +/_ 12 12 T ❑'In. 765-1802 8 A TO 4 P FOR THE
For Each Rafter as Shown on the Metall. 8 /<^F7 +/-I/2FOLLOWING INSPECTIONS:1/2F7 1. FOUNDATION - TWO REQUIRED
Roof Trusses to be DesigneeFOR POURED CONCRETE
5. Install the Hold-Down Connections At Each Bulldln
g By Others 2. ROUGH - FRAMING & PLUMBING
Corner For New Construction Only. (see detalU
Solid Framed Corners are Required as Shown 4. INSULATION
4. FINAL - CONSTRUCTION MUST •
BE COMPLETE FOR CO. ut U gA J
ALL CONSTRUCTION SHALL MEET THE
O'H' pa A• ,,!! 5 ..
On Detail. Pte,. REQUIREMENTS OF THE CODES OF NEW O 1.6 $E _•.
YM9K STATE. NOT RESPONSIBLE FOR L'
DESIGN'�R CONSTRUCTION ERRORS. ���***� a n la 9a q
0
Q, c� 'AM9 R-�05att
9 a c
Insulation In GIg. oa
06 p 76
-►—� W aJI
Library #t a Library #2 0 z W Alga
i z
r $
5/4" CDx Plyywood (b-1/2") R-IB w
(6") R-19 Batt Subtloor to be slued Batt Insulation O NS
Insulatlon in Ploor N Nailed to P.J. In Exterlor walls ME
!� Q ♦��I
HWIND W EADER New Law am. Wi N 1W/ ���
11be
usom g � I
m =
Ili r,
98W ADDITIONAL STRAP LEFT ELEVATION NORTH .� ��]] /�/ 5� • `'
O�VL" TOP OR Olyder fl ix
Simpson 9trong-Tle PAS( 1 1 56010: i/4° e -0" 0 =
IrutalI One Por every Per SECTION - 'A' I� eEeEeE 0.
Shim
If Neccesary COMPLY WITH ALL CODES OF
Scale: I/4" = 1'-0" NEW YORK STATE &TOWN CODES
Masonry Pler AS REQUIRED AND CONDITIONS OF
SOLMW TOWN ZBA
11;' R117eG SOUTHOLDTOWN RANNING500 �
BOARD
i SOUfHOLDTOWNTAUSTEES (/)
P.G. Foot'g
Rafter to Rafter Connection ROOF C
RAFTER
N.Y.S.DEC W QD
POR RIDGE STRAP - (S) 6d COMMON at 2AGH
END 01- STRAPRidge vent ALL CONSTRUCTION SHALL
_ _ _ 0
coLLARrIe o'-o" I, MEET THE REQUIREMENTS OFTHE Q
GIRDER STRAP L _ -_ _ _ 12 CODES OF NEW YORK STATE.
CD
RA SPR CERTIFICATION OF W
TYPICAL NAILING and STRAPPING Rafter to Stud Connection = _ _ I� NAILING & CONNECTIONS m
REgUIRED. U- ty
POR STRAP - I%bd WWON NAILS at EACH=OPS al
NAILING SCHEDULE : Td.al M!"CMI FOR Toe-NAILING - (6) sd COMMON NAILS CEILING
NOTE Tdr whdb. not had,ndp M Midi bdd*,0"diad � I JOIST ry� y_ V
b..eoYon i«drgpNg and ny..,nntr«oran M m+d, POR G.J. TO R.R. - (IU I6d COMMON NAILS'(6/7 pitch)) ; i M ❑ it MI' O
ap.nNa 6aNe ngl.npnld (9) I6d GAMMON NAILS(6/17 itcl+) i; �, �^'
N ndlp 4 o dn«d q.tlboXon tl gtlxW inW notM olh«Aw.
POR CENTER LINE - (U I6d COMMON NAILS at 46" o.e, M �!y� }
Joint D on No.of Nails Nell Spacing OF EACH PLATE TO Q �'�+' (L Z
ROOF b CEILING FRAMING PLATFORM ABOVE — — — — — — — — — — —NOW la Top PW.il.WTd S..ewldn P.wt. � W U6-
FLOOD
Jaid io Top Pot*ll.d 9w 9wXm P«Jdd
Cd.e ddd fo P«dN Roux Ifm.,d 9n Gaibn Eodi Lap l ),)/4n J
FLOOD ZONE
00ke J*f ktp ww P«Nbl.flm.�d 2-I6d ocnnw Eaoh Lop zL_J L_J l
O�W Ti.ro Rd.r R« dill S..sanm Pw Tt* SHoe PL FLOOD DAMAGE PREVENTION LY WITH CHAPtER
'E,dwdraroRanwlrornd 2-edaonmm Econ Ed --- -- DTOWN CODE.
SUDPLR. -- ---------`---=--==y FRONT E L E VAT I O Nyw��
eo Earxd id WIN.t*nd-roll 2-164 Damm Egan Ed 9
WALL FRAMING Stud to SII( Connection !( RIM JOIST 'V� FLOOR Dgmproof Foundation Wall
JOIST
below erode Scale:; 1/6" = r-o° — OCCUPANCY OR
TW nm.ro int nd.'1m.nau 2-U
tl o'" m `"p04' POR STRAP - 0) 6d COMMON NAILS USE IS UNLAWFUL
TW Phlw 0 1,00Oft.Sm.-nd 4-16d aommn Jakl-Emh ado at EACH END OF STRAP SILL PL u I
5E� 513
4kld it**4 tdd,md 2-16d aamm 24".a
.1
1
-ladwdp FI.Ww Iloowowe I6d oonmm V..aa Nang Epp. �,{ WITHOUT CERTIFICATE '�
-Tm of eollan Pal.t*Sled knd-nd 2-16d amxnm P.Snd POR CENTER LINE - (U I6d COMMON NAILS
O 11-O PLATE TO at 45" o.c.
OF OCCUPANCY
kwrom Pkt.m Fl.J.Y1,ea,d.lain, x-wd mnR,a, Pw Fact PLL ATFORM DGLOW — —
End JaeE «soaldne NamTd ice_ _
FLOOR FRAMING "''�°�'� '
JaM fo R Tap Pkq.«(alas Ilo.md 4-6d oaama, P.r Jokt O1� � ��(
side,to Jd t ft�d 2-W Damm Eaoh End
ekddia ie J*Ifm-nd 2-ed oommm Eaoh End
UNDERWRITERS CERTIFICATE
adowe ro a a Top Plat*(1". d J-Wd oamwn Emh dank
Lwlgw Sbp ro awn as ".fi 3-16d aamm Eaoh Joh Stud to Sill Connection 1311110 ,
J�jlld L.dew fo ewm(I..,& 3-Bd.. P.r Jda
(51ob an Grade and/or swage Wall Applications)
'Md Jox to JOYt I.ntl-nd 3-IMaan.rm P.Jd.f " ^ DATE: JOB N:
Jan. 12,2003
tmd Jdd ro el or int Pial.I1wTd 2-16d oamma, P.Fmr POR STRAP - (C) Dd COMMON NAILS 11II 09_68
� SCALE: FILENAME
at EACH END OF STROP 'r I� IL.1t�L
ROOF SHEATHING i, a. 4- du1/4" - 1'-0" 0368-Constm AI
Scowl al P.0 k..x«. -- -
N POR CENTER LING - (U so COMMON NAILS l MDRAWN BV, CHECKED BY.
ht.tu Zan. ea Damon p^ao OF EACH PLATE TO at 46" 0.6. '=,- =._`�i-
M.A.M. S.T.S.
FLATroRM eeLow END VIEW - - - - - - - - - - - - - - —
PwIM1w Zane dd Damm 6"..
G"WA Ede.Zm. eaomnm 1 11".. SECTION
CEILING SHEATHING
I I I I I I I I I I 1 1 TITLE:
E+x'plan wd,aad dd mdw, r•Ede./a-a.la E
WALL SHEATHING �_� �_� -� H_� ELEVATIONS
%Wtval Pant dtl aamm d"Ed,T./7'Pod Simpson Strong-Tie
em.+n W*b rd aadw 7'Enda./CF Rdd ABA44 SECTION
FLOOR SHEATHING (Subfloor) REAR ELEVATION EAST STRAP DETAILS'
BpplW Pmd. I I
56010: 1/8' = '-0" PLUMBER CERTIFICATION DRAWING NO:
T'or Lw ✓d ooemn 6"fig./7'FNN ,�; 51Afpeon Strong-Tlo �
(dwlw man Y' IOC comm 6"Ed]./6"FW +. � ';yl.�. MT6
NOTEMoldmn.dh.0 «110/pAnphsm•.goa..BJLV de•Id a.a PLUMBING ONLFICATE OF
OCCUPANCY
s H fM,n.p1a, r«ademd p.dtloalbn n a+rbdJ. ALL PLUMBING WASTE ^Efi,IFICATE OF OCCUPANCY -
ap.nne o-adne .w.d.nwnw. "" ' " &WATER LINES NEED
PORCH POST BASE POST TO BEAM TESTING BEFORE COVERING SOLDER USED IN WATER
3
SUPPLY SYSTEM CANNOT
o
(/14/2004 4.04.tl 3 PM
' •+ REV. DATE DESCRIPTION
GENERAL. NOTES Il. Time plans are designed to be In accordance with the new york state energy --
' conservation construction code and the boos Ener y conservation code for a s, e TYPICAL TYPICAL
1. Casstrubtlon shall comply with all Federal,state and local codes, ordinances, rules and 6000 degree day climate area, although the sten ards should be applicable for Deck' CONCRETE NOTES : SPACING CORNERS
regulations. Contractor to be responsible for arranging all necessary permits and higher degree day climates,variations and adjustments may be required,and (�) Washers
Id - tions, Including CprtlFicate Of Occupancy ICA.), If Applicable. should be verified.hid requirements, articular) If using electric heat might 2x12 cca Nailer as aur All footings shall rest on solid, undisturbed soil having a a'-o" or.
Mxc g coup cy pp l particularly 9 9 `�P 9 9 �" max.
require higher insulation va uaa. TttRu HOLT _ minlmum bearing capacity of 2 tons per, square foot.
2. Wttan dimensions shed have precedence over scaled dimensions and larger sale detalls Iiidna •
shall bees precedence over smaller scale details/drawings. Drawings are not to be scaled. 12. Glass In sidelites, shower doors and eliding glass doors to be tempered glass. 44„ o.d. (2) 1-1Ivo Concrete to be plain, reinforced, minimum 5,000 1
Rim Jo1st 26 day test, pradleted on the above soil assumption. E
3. All habitableloceuplable spaces shell most all code requirements for emergency egress, 13. These plane are designed to meet or exceed the requirements of New Tork Sate 2x2 caa Led or It other solle are encountered, lower bbaring values iv
natural light and ventilation. Building Code. Uhen building In any other jurisdiction, either Inside or outside -
4. All electrical work shall conform to rules and regulations of the National Electric Code and the code, to verify may re ragweed. It le the local code
of the plan purchaser (2)2x14 cca
' State Board Of Fite Underwriters. or builder to verify such requirements with the loan code or enforcement office us Resumed Boll to be sand or gravol, with minimum tracos •
and to amend the proposed construction 4e so required. of dry clay.
5. All exterior glazing,unless otherwise Hated, to be high efficiency, law emisaivlly type. LEDGER DETAIL 3' a WA5HER9
14. Contractor shall be responsible For notifying Architect of any dlscrepancleb between plana, 9 END NUT SETUP
6. All electrical outlets in "wet" areas to be ground fault Interrupter (GF-1.) type. specifications and field/site conditions. Scale: I" = I'-o" FOUNDATION WALL OUHLE SILL PLATE = r �
IN6LE far Slab on
7. The Architect shall not have control over or charge of and shall not be responsible for 6" Poured Concrete Fovndatlon Wall on 16" Wide x e" Tal ode Applications) d ^ ' °
g p 15. Contractor shall be responsible for adequately bracing and protecting all work during )' I.F—y A
construction meant,methods, techniques,sequences or procedures, or for safety construction against damage, breakage, collapse, distortion end misaligrmlent according to s " Poured Concrete Footing a Mlnlmum of 56" Below Finished 5/5" dna. ANCHOR ''E w W
preautlone and programs in connection with the ark since these are solely the applicable codes, standards and good practice. Brads w/ (2) x=' Robors and Provide a 2"x4" Key Way. BOLTS (typJ �Q 18
fy rl
Contractor's responsibility. The Architect shell not be responsible for the Contractor's Place on Undleturbed Soil or Compacted Glean Sand to + " ° Tyre
sdledutes or failure to carr out the work in accordance with the Contract Documents. The STEEL HILGO DOOR POURED y
y 16. Flash, cauk and seal all unctions or new and existin roofs, walls and enetratlone, to form 95 % Relativa Denelty.
Architect chars not have control over or eo of acts or r eere of the Contractor, a watertight asss�I . All Flashing to be 16 ounce copper sheet) and extend at least 8" �' ~e,•"' ";
KA" Bolt to Foundation w/ over
die. sale. Anchor Bolts a 4y°AUj��TON ";, • Qr � ,A ����
J 9 p 51zE 'c' [1`it V.
subcontractors, or their agents or employees, or of an other a sons performing portions g y g pp - (2) 2x6 ccs 8111 Plate over Termite shield over $111 Goal.
9y p p g p above Intersecting surfaces. POURED coNCRETE NOTES
of the work -o" cc. E.y aQ eaf
{ ''�." FINISHED BRADS i We b/b" d¢ Anchor Baine w/ mhmum 7" amfednent Into 9
S. Prior to the start of construction, Contractor shall Inspect the aIle and verify all dimensions 1. Match all existing conditions as they relate to Finishes, lighting,coursing dimensions,height, o,, (see Anchor Bolt DetalU oonorste w/ 3" si washers and and no ramp. ` $
alignment, etc. Move and re-locate an partitions, wiring, plumbing and ductwork that may —
and conditions and shall be Mable for the same. 9 9 p 9 P 9 9
be concealed In walls or callings being revised, to provide a complete job in all respects. -- 2. A odor noted harsh ore not to be used for or replaced by Q w
9. All bedrooms and corridors to be equipped with minimum of one smoke alarm as per N.YS. code " o Hold down, for d eo wd1r, r
and one on each floor, Including cellar smoke detector to be hardwired together. Ia. Provide all blocking and supports as required for framing of new and existing areas. Install B I LCO DOOR DETAIL 3 one manor foot Is to s a booted fetween 6" mill m to V z W a
12" maxmmi from endo and come¢, ¢* Y A e
and remove (after completion)all temporary supports,headers and dust screens to51A .
E
10. Unless otherwise noted, all walls/ceilings In wet areas using gypsum wall board are to have adequately sustain all loads and protect existing work from damages of any kind, Including Anchor Bolt Detail 0 0 7T S 1�
dust. 5cale� I" I'-O" '5
water-resistant type gypsum board. i�
19. The entire premises, Inside and out, shall be cleaned of all debris and excess materials, to (etre Damage) Not to Si � �
the satisfaction of the Cllent/Owner, Including labels and protective coatings on all materials. RAl Exist'g dA Exlst'g O U
Floor 4 elyder Ploor 1 birder N r'' 0��4
As Per 5.5.T.D., Table 303.2.5 CO iW
System as Shown Nistem to Remain 3,4g
7 < 1Pass
eq.
SOL
Ea - a-- _ Hxlet'g Pier
r -� r n ------
win.
E __ __ __________-_
-sl Cj
n-- -r —_�, s ------ , _�s�--- I --� J_ -rte --- - --- - - -Exist�� x1157 ..
- zz V
I II 1 1 g S.
SII O a 1� sg
I 1 I I 1 u L°w WaOd)blyde'r \\
Llj__ L _J L _J L _J L _J L _J 9
ZZ)
it > II II
N
X New (2) 1-6/4"1 LVL ) I Q 1
mLow blyder 0
E
CIOr____ r r_ �
I I r ExleYg ('1)'1x14 -- W
17
-- --- ----_ F—_ - r r^t �� i {i-��
`. _—_ _} {—_—_—}�}_—_—_�{�_I---_����},._ Low Wood 61rde _ ,. L—J _—_—_ _—_—_�—_ Q
P.C. Pad under __ _ _—
Ci
Hattan OI' Bte L J L____J L____J L____J L____J " L____J ec
r P 8- II II I G ^'
i. ------_____
�r
ILL
LL
mL---
)�J. Exist'g Crawl Space
L
it Top of Ple -tiiir
I� nI ryI
Hatt oin Roveb°
rLill HaInsulation In Floor joists Above n
LL- T
Ploor Joists Above ca
% O Ills. m
i t moss � i_JII II II W '�
it (2) P.J. L 1611II �_ r
Top of Paund'n 0. Z
�II i�I __n r____n i____i i____' i____
r,t-� I • '2.1
Exietg (3)2x1 -- V
1 J
IT--171 —_---,71L—STI �I1—�1 11 '
L+LJ ca
II I 1 1 II 1 I�I I_I _—_-- W 0 �•
L—J Low Nbad blyder O
_J L J L _J L _J L J L _J
`1'111 � II
�IIL n
> u It
4 S
j I Holt 2x12 cca Il 0 II
°j Nailer to Rim
m li" y II II '
r�llra w/ 2x2 Ledger New (2) 1-3/4"1 LVL I O
t�{I� (see etall) Low blyder
d
IBM. Pocket (t ) 1
2.12 i
w-- r Wo (d)61 d
1
-------------------------
2x10 cca D.J. I
e IfF
b"oc (127 II 1
,� ! Top of S I/1 m LEGEND : �tppc_a +�
II E E 1 ��' Wall Dn. Ib" -4'r \ •�; .. iyU
-4"4 ? I'- NEW CONCRETE r IJE/
r m -(4) P.J._ _ -------
T
_ __ II : I ' Tank \ _______ _ If i n - - V FOUNDATION WALL ••.
J 4"
li 'I -r i OII Mech. (4) 2x6 TREATED SILL R. '
L J 7 , ''' 1 Cellar
I ��/\ I i •1 1 BILL SEAL DROP POUND'N WALL
' New
-_-_- -- -J i n rn tV ALUMINUM TERMITE
a G \ I 1 1 O M O
M
_ F-"_----_I a 8" I - (see detail,a t. AS 5 '� 11 « EXISTING, WALL DATE: JOB 0.
III.__ _ 1L
DOLTS 14'-V cc, , ¢ II -,1� �T—_r___ ______T_I _
T / ,-: 1 loci = J) •_„- ______r_____—_ Jan. 12, 2003 03-68
P lu__ ' o° EXISTING, WALL TO _ _ - _ - - - _
/ - SCALE: FILE NAME:
d 46'kib" 4"d Ea Ea 1 Tank ' e�� 5� BILL m �I 1/4" a V-0" 0388-Constrn A
P.G. Pa under r n % r n----—_ -_ — I -"_- _ i DOOR D IL
L________----__- STRUCTURAL BE _______
Bottom f 5kepe __ NII _" __--- 4614 Gelllar Sash ASHPALTUM DAMPROOF'b ' d. ABOVE DRAWN BY. CHECKED BY:
'.f Now (2) -3/4"x2" LVL 1 m L_____________
J�----- INDICATES SOLID POST M.A.M. S.T..n.
L_-- J t_ MEMBRANE TO fiRADE o _'
T b" PG (2) 2x4 MINIMUM
TYPICAL DECK PIER Low blyder 4"xb"xA" D x 4" KEY FND'N WALL TITLE:
ST. Issi N ) RrR Exl•tin °Ilor/ B ;'
4"x4" cca Poet an y
Ib"xlb" P.G. Pier min r '°
9P 4" RG. SLA
UGI1t Roam _ _. -. FOUNDATION
36" Helow trade _ - •� • -o— -p
o L` PLAN
TYPICAL PIER _.... Y•' = POOTIN6
PARTIAL
I FIl oot'g CMU Pler on (2) 014 IRE15ARS � __ ,
PARTIAL
24"x34"x11" DpG 111 1, n(Typ naCOPCFOUNDATION PLAN
NOTE: L.V.L. : CLEAN L
1.
DOJHLE ALL PLOOR JOISTS L.V.L = Laminated Veneer Lumber 4' DRAWING NO:
UNDER PARALLEL WALLS Pb, min = 2000 P.S.I.
ABOVE E, min. 1.9 x 106 TYP. FOUND'N WALL Scalia, 1.4" _ i'-o"
=
A2 =3Scale: I" = I'-O"
1/14/2004 4:1631 PM
REV. DATE DESCRIPTION
NOTE
HOLD DOWN CONNECTIONS ALI. WOOD CONSTRUCTION NOTES
LL 9TRM•PINANCHORS, HOLD DOWNS,
e ADHeslves TO BE INSTALLED As PER SMOKE DETECTION NOTE: LEGEND
MANUFACTURES SPECIFICATIONS.
(Reo{ulred at each building Corner) R311.1.1 Resldantial rods of N.Y.S. (Refer to sheet AI-3 for all strap details)
Rectulres smoke detectors to be ExISTINe WALL I. Minimum header size to be (2) 2x6 unless noted otherwise.
FIRST FLOOR ATTACHMENT OPTIONS Installed throughout the resldence,
plus they must be Interconnected ex16TW6 WALL TO _ _ _ _ _ _ _ — 2. All structural framing lumber shall have minimum extreme Fiber bending stress
(R ctuirod for all New Construction and First Floor Additions) and hard wired In accordance BE REMOVED
Fb) of 850 pounds per square Inch
with the building code. T
SIMPSON' HDaB NEW FRAMED WALL
OR � � 2-Ibd Common 'SIMPSON' 3 QI exterior lumber dOd/Of Umbar In COnldLt with masonry/concrete shall be
'SIMPSON' PHD6 .�----2-16d common malls a 6" oc,_� - STHDI4RJ INDICATES BATT (XXYXXKXXXX� pressure treated unless otherwise noted.
malls a 6" cc. IN5LLATION ( -W-WI&M
for full length 4 All wood sub-floors shall be glued as well as nalied.
of stud STRUCTURAL BEAM _____
Blockln h DEMO NOTE: ABOVE 5. All wood Frame openings In Floors, roofs, callings shall have minimum double
Blocking a Endwall ;; ® a IlPROVIDE TEMPORARY SUPPORT INDICATES SOLID POST "trimmer and header" Framing artless noted otherwise On plan.
.1J FOR ANY FLOOR, WALL, CEILING (2) 2x4 MINIMUM
BOVE
AND ROOF APRIOR TO SP 6 All wood Frame wall openings shall have minimum double stud posts at each end.
azo Y p, ANY DEMOLITION OF ANY INDICATES SMOKE DETECTOR
II ONE s4°a a EXISTINS, BEARING WALLS. 1. All hanging wood joists and rafters shall be supported with Scrawl steel
T/8" dia. THREADED ROD EMBEDDED ;z� do; REBAR 'y o
12 I/2" INTO CONCRETE w/ 'SIMPSON' ET °a, �!; INDICATES EGRESS WINDOW— E.W. joist hangers. O U
.. (HI h Strength Epoxy Adhesive) s FOR 1 F o+
J rE�1PERATUREs (o deg. to 4o deg FJ use �I cF o 8. All top plates In wood frame walls shall be doubled. 0 a
'51MPSON' Ar (High strength Acrylic Adheewe) 30- �r 9. All roof and wall sheathing shall be exterior grade type and be minimum /2 thick g
ern 10. All wood flooring, ceiling and roof systems spanning 10'-0" or greater shall be V
provided w/ cross bridging at mid-span or at no greater than b'-0" Intervals. m
LUMBER NOTE: \ \ ('�,�
All Framing Lumber shall be 1 Il. Lumber to be doug Fir, 01 or better, (f=950 for 11, 850 for 02., e • 15 for 9 �1
Doug Fir x2 Ci e - 13 for 02.) higher stress lumber such as s.y. pine, act.may be substituted For M , a
udoug fir No 5pf lumber may be used except for sill, plates and studs. r` �a W Y E d
�� Cp
E f'� Log �
A oC `.� W g
z M
I x -
LL
(4)2x4 12" wall Plumb' Wall ® s �f 9.
Post (typ.) cabinets 9 �y _ _ _ _ _ _ _ _ _ _ _ _ _ p_ _ _ _ _ _ _ _ _ _ 1 R4 'Y' tlSINP
- - - - — - - Z less
24" base 2646 DH 2646 DH '�1 0
2632 DH 2632 DH cabinets 2632 DH 2632 DH Typlcal Typlcal french doors
� o U . .� �
1 D.W 51nk . '�' U, III 0 P4 I a' N W
Pre e ---ReP.------�----- -- mmm Q o Iii , u 8'-I" cl 10 III II i'i ilii Bedroom #2 N � _°',� m
- -- — — O—�-O — IIS I
_ _ _ o_�
" " 4 " nd Rm. II 4" it II II �� �� �� \ � 0 : 3 "
______ o Lau
Kitchen � � x � W.I. �� III ----------------- ';1 u u u u u u u o � ���� �.
o'
4
41-4" 4", 4� _ s o L�bra� #� �I I� �� �� �� �� �� a 7., �y p A
,_ t n u II n u u n
o I1 a III (R/R (II) Roof Trusses) 10'-I" clg 0 = , I kat
,10 (4)2x4 GO+Itar Skylight 2068 '�j R6" high R/R it n n u u II n II
\ �\ ab ;� BI-Fold r. ______ I' tae mic rile i/9 x96" S.D. IF r___,
" Treads/ Poet R ) w/ IWInQ w a of s lights i' _l -_____ is wo d •/I abovet II a II a �_pl"x52' S.D.
D _ t V
8" Rleore L I I Ir , III n u u u u u u I I
24 x
4 �AktyIc light
In Ee E^ f III m 8 "i li _I et rr m9 all-down O
sto Ir
Poet (typ) " ° Tem er'd Glass \ r----- a---------- -o------1 L talrJ 1 9 f 1 qve II n u u n u u N
Rallln f \
4x4 «o atklIn E (hold) Eq. til II II II
p Llne oilRaoi (2)3068 1 1 / W W
y
Dn to - Doors Above Prench On O v li II °—° \I_ _ _ _ + \ _ _ _ _ C_
stradOQ -� �j " \ - -1— _ � _ _ H_� _ i� �_d.1�. I'll _ —_ I II
Hdr. 2x12 m m • 10'_1" c19. SA - i\ u u n
16' HI h Raised - ^'
' m gg �_________________ ___ Ili II Ir________________. ___ _
1 T 4" Flr brick U Hearth ----� II II II II W
Low (2)
\ �I II II II II \
y3 10'-I cl
-4 Vaulted clg. -,o 1 g li " f Vaulted clg. II II II
r r o 4 I Q d r-- Center 5 II ht _ " ® Living Rm. 0 1�I II II
2x6 Nailer brick u --- r T II 'll o i ;I n u II I I n n n u SD LU "O
Utilize ccy to 1 u I �_ ____ _ _ __ s 3 R II I I u u n m m
/ _ O R/ LL
a Ghlmno 7 e At IcgAbov✓� / Note 48" Dla, Ili sk light \ IL O 10' I" cl r au II ht p
veneer R
_ f IIS: F 9 x96
V ' c above JI f s IL j Ove m
Covered 0 0 � Circular I II 9 g h l tI a `� I I O i U
LL
Porch \ Stair o T E
U I
Packing above,� W \ above half wall Imo'' / II o p 10'-I" cig V }
--- --- --- -- , — Librar #2 Bedroom #3 —
W.I.
2x8 R.R a 2 IL - I A y „! W li \ Q 06 d z
36" 2xb C L a 16' � I "� W � 0)
oc (129 „ li Shelf\ v s o til french doors li r
aa � ' 9 9 A O II i_ P
" p , l
U
4 c 0
I �
' 3 � I I ¢ rY
0 � F� J
Y
4"/
N I
V 30611 Insul. 48"x22" q/ � �a 'I
/ Door Vanity .p a rr3 1 1
b
2646 DH 2646 DH
_ _ _ _ _ _ _ _ - — _ _ _ _ _ _
�ilQca Ty p cal _ — _ _ — _ -- _ -
II I`/7y - 4' Q 10" dia. Zero
11 h.' v - Clearance Metal 4" dia. VENT \ \
+ Low (2)2x12 _ �„ '- %' % u Flue (verify w/ Covered
V 4 "
6" o o Htg. Subcontractor) ROOF J L THRU ROOP � N ,S(GpED AqC
Nd_—_ a ode I ; r- " 4. -° n o o POCCh -n7%?%
V RailingBathrm. �'JIICI. v Den
_ — _ — _ _ .. v O �' , NEWNEW
Js%nt /yj" D .a
II _ A BATHRM \ y/dlay1 �d/o`Vant KITCHEN t urao00 Q�
" s 6068 ry ry E AI-e \ _ _ _ _ _ _ \
el-Fold '� � �I I I � • OFNE`N
Doors /
C y"' dia. 2" dia.
2646 DH 2646 DH 2646 DH 9" dia. on
"� + FIRST FLR
DATE: JOB kl
- - - - - +48,
- - - - - - 3" dm dia. Jan 12, 2003 03-6t{
Nea%Gorner Shower 3" dia yVGBEe i bre G.O. SCALE: FILE NAME:
�„ d1P y4o 1/4" = 1'-0" 0366-Constrn A
4" 4.. 0' T-I' 3'-IO' 4" DIA. CAST DRAWN BY. CHECKEDBY'
30 IRON P.A.I. M.A.M S.T S.
. 12,_3.' �'_
(stair) a/- 88'-2" to end of house ROTE:
11
�o ALL SERVICE/ ` 11
(wood deck) SUPPLY LINES TO N.Y.S. TITLE
ARE TO BE APPROVED /
3/4" ala SEPTIC SYSTEM/ FIRST
Note A G.O
Trustee Above To Be Engineered ;C.O G.O. FLOOR PL
AN
To Include Storage Area, Accessible a.
From circular Stair PARTIAL 4 dl Cost in Waite
FIRST FLOOR PLAN 4" DIA. CAST
CELLAR FLR IRON HOUSE TRAP DRAWING NO
Scale: 1/4" = I'-O" Floor Area = 4,609 act. Ft
PLUMBING RISER DIAGRAM A3 =3
NOT TO SCALE
1/14/2004 4 26'02 PM