HomeMy WebLinkAbout39424-z iOOv- -76) - moi- `rte
�a G'r�U✓
11EVICIONS
da o
ci
0
� N
.-1
V � �
u ti y t
ti
I I
REAR ELEVATION
4Q a F
SCALE: 1/4" = V rw„
s w
O
c�
I
f
i
w
n
QJ W Y
Qz
Ld
o
o
® y-
/
DRAWN. MH/MS
hD Y r
� •�� 8 p , � �(� SCALF,• IW,_V.O..
♦ r 1011#
D LEFT ELEVATION ��'m ; " ` A"U� NUM
p silrrrnuNliIi<
}\y d2 � �c�f!
SCALE: 1/4" = V ,oti ¢ 1
RI VISIONS
A
h
33'-6" 5 —p
4.-0" 41
n.eT-vrr
147 STAIR 11'_p^ 3'-6" 13'-0" d0 O
tD . �--• (5)2X12 ACQ UPSET GIRDER •�'
Go /z
•
.__. ___________________________________ ____
-- (5)2X12 ACQ UPSET GIRDER - EXISTING BASCMENT < U
12X12 TG COLUMN
V
6 G ACQ POST
($O ED IN) w/6X6 ACQ POST
ON 12'du.CONC.PIER $
w/24"X24•XI2'C0NC FTG.
O ,0 3'-0'$CLOW GRAOE(TYR)
E L
U
N
9
z
O
F
U
FOUNDATION PLAN (@ PROJECT NORTH w
EXISTING BASEMENT
A SCALE: 1/4" = 1' N Q v
a
O o
a
0
w
W
z
EXISTING LIVING SPACE Ow }
T MIN RAILING Q Z
O Hw �
5/4'DCCMNG ¢ 0
C� J (=j
D$L 2X10 ACQ DI 916'OC
2X12 f IM 6D (4)2X12 ACQ
RSET GIRDER
6X6ACQ
SUPPORT F ,A
BRACE 6X6 ACO EXISTING BASEMENTGPA
POST Imo', !!r f:' D
12XFG
D is:'l i;ilv.ii
COLUMN a ORAR'N RIH/MS
ERET IX PATIO SCAI E• 1/4"=I'-0"
X
�� ' �. JOAN
1
• s't:.p++�7i+�'-'Iz•e, coNcl . • �a.il*i:;Ilvr:. :?5ut:�a'. ca=si�iL•nc ..0�f�.r`� :graft /��+�
AuCtist
T
nEEN M
rlEr,w/m Rs •.: � o �F\S* Q .t�/ 14
s �r.� nu5lern
SECTION A-A VERT RE AR _52�,
SCALE: 1/4" = 1'
24'%24•X12'
CONIC FTG
REVISIONS
6 ob
5 -0
12'-0,. 4._0" 13._6„
0
4
EX. BEDROOM < U
i
O
I
0
0j PROPOSED DECK
w w �- I❑ EX. SEWING ROOM
—1 .0
U
W
q a
F
/ EX BATH �W 0 .'
O -4
a
O
a.
EX BATH
\\EX. PORCH EX DINING ROOM
EX LIVING ROOM \�
EX. CLOSET
W
0 0�
w
}
aZ
cfw
EX. DECK 2 O
V] J
.'r J �
MM� co~ U
m
M
PROJECT NORTH 1ST. FLOOR PLAN
N SCALE: 1/4" = V Ilea:ta�l=`:
IAAWN. AIH/MS
C. �s SCAM 1/4'P-0"
Au est 12.^_-014
s SIIrI TN-UAI"rR
�Tq f�2233Q �t f
REVNI0N$
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RSISTANT CONSTRUCTION.FOLLOW MANUFACTURES RECO V I IENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY
1'MAC
4-MAX
{'DIA MA%IMUM •�-
PdAMA%IMLIM
IO.T
CIRCERMMxom
E a0 O
roA/COLUMN
Z
COtIQRFfOO7 FIE FOO
TINL
3
p'O RJST RG.CONNECTION
10CATION1 USINUMIA I DESfRIRION MI LICALJN
pTbFfrSCH R VIInIL O
1%TOA `Al114DR Wk11 + al/YIAM prIIIIVNAHIY TO fAC11f0OTING
(TAI!R VLIN/. PORTIO LI[I1R1 MFADFII CONNECTION •�
USE MM L>S POA IAUKU✓WSK +J.I/YUm M.UIOR ARMYtOULH
SOOTING
SS)UT-rIA GIV NOUS SPIN WASHERS AND NUTS •�.. m
111 SPACE < V
MINIMUM
TUNORAILS I 2 z 4
LIADER
roT x i all
LIROCRmEADER 0 e r n
u ^
ROSTFOIUMN
- IALUSTEIIf RIµVpCtr IOTA CONCRLTF MFR
L
C`VEN IAIVRF[ ATTa[HED TO VrNI
HANMA nNNFCTON
ALL HAN'JMILS SHALLIE CONTINUOUS THC NLLU NLM POT TenD'fK CONNECTION HEAbEIm.l[IX[TC1MR C0]'NCCT:r`4
OFTHESTARS HANDGPIPronTIONOFALLHANORAIIS
10LAT109 UfI NUMYtN I UtYCIIVIIUN NIIICAIION
SHALLNOT RF UNSTHAN 1-1/a•NOR MORE THAN T IN USEMIN R)Vl DIA GALV IOLTS V ITH WASHERS AND NUTS
GC'SSFCTIONALC MENfION,0RtHE 511ARESHALL r}I NfAMi RAUM qL WtH 1'Ufl/YFA`n ANlllOµ WLLI IO fACM NFR
RRO\9DFAN F0UIVAIFMLI'PP VGSVRFACF LROfRMIaNFI TO POSTTOLIIMN roNNSRION (311EAM5 FAUKORWfef VUf 1,4MANCHOR JLYTOUCH FlFR
FUSHINGRKKED UNDER
TOP FPCE 00 SIDING AND
UF"EDOVFR FIRST COMIN !�
G.ROI F NEad,'R IECEOFSIDINLIELOVI Vl!DISR"lFp tlr'L ,^` Ll.]
] lO'DIA UGIQR W/vgfHFllt PAY PUfTI<I.....
Sf➢R:CTIY ON v Q
CONN[CnDTOIWG 63700 IS, ,11LEO 1.11(ORGANICS RSMOVED) w
LEVEL RASE A z GO
SR CONSTRUCTION NYE AND RUMP
DAMMED, PORKOLUMN BRACE TL
L-F /� a
RIN BOARD + NLL AS PERMANURCTURESINRRVRIONS Y-'J O
w F- F
STRwcER HdJR MEANT G aJolRf m=n131= _
@I1IczI;n=iII=III=IY=III=III=III=O � �.
ROCNIGFOR JOIAHANGER O GO
IOSTTF CPDRMFApAfONNFCLON UG COLTS L • N
IIXATIJN U51'NUM1,1 OE561P IIVN NIMAHON KIMJOST/IU ,.0 T],/ Q
{NSOUDCOIUAN PIMA/VYSLH/NCH FOStCNANCHC+ ..I I.Y TO EACH COWMN DISNOED/VOOISOIL V
.afi 50tID COLUMN PIISRL/FI1FLi/NCfi FOSTCN ANC A., IPP
TO EACIICOLU 1N UY L['UTCR CF CRUSHED STONE On
(TIN t.TO DIE IC<•OR 1 NNFCRON MQUOWCOLUMN S1.11411RNi1 IPL ANCIIVI n19 LYTOUCIICOLU'M C'U
DECYmn[ HL[D� FC C0Nritt?V1'a LfV[t ANOC. CH IV HAND
UY IUSTIC IARC ON COMPACTED GRAVEL
Frt I F
FIT CCNSTIIUR.ON THE AND PLUMB
lR CC THE
FlIL
AS PER MANUFACTURES INSTRUCTIONS
I=1 eubll=III= 1=III=111=welll=
p111�10=III=III'llI=III'-III=_III=1111311
WOOOJOPT
WOODJOUT JO R
BOOKING !iio (0pf.llEl Ff10TINf.
tILTOOT SYSIFM$FOOTNL FORM LLI
CIRDfRMFADER IN ACCORDANCE WITH SECTION 10{11 CF NY S RESIDENTIAL COOS THIS DESIGN
WOOD 6IRDER COMPLIES BATH THE INTENT O"THE COpC AND THE MATFRV L OFFERED If aI� Z
WOODIOI SS GIRDERMEADIII ATUISTTH IpUIVALEIR INDURNPUID'ANDEFFERWENFSSOFRUT yJ L1I }
M[sCRItED IN THE CODE Z
THE VVISION OF CODE fNFOICFMfM AND ADMINI$TILATIONf FWDSTHIf IPOpKT Q
ACCERMLf FOR USE IN N YS EASED UPON ICYO EVALUATION SERtKE REPORT
F IIN POSES Mlr If IIDDUCERDFI SPLICED,"M ME, EAIXRK.PD[P FR 5415 AND SUBJECT TO THE CONOMONS TH'.1LCIN L
O W
AUJ0R SC0NNECRDT0AELU511HEADCITOIENV ,MSTTRI ^.CED IO RS OS RNIIOg2lDE[
THE IM1OPERSTEELCONNECTOR MO"IpE tIOCKING BE-BUTEN IOItif'IUT AVF SPICFU AND FT' F Uz
IFAILESRFlRJOSTS ARIIOY VI'LIIGHIM1 THAN LVL HEADERS LUGiIDN U>V NUMBER DESCRITON MFUGTOM USEViTN RTORDO¢N ANCHORS w Q Q
TO ALLOSE'FOR SHRINKAGE OISTTUDINVWIILML. µT1. FDO W ANCHORCONNEU .0 tA[II IJLI J =
.!�-H.i J_ FQ—
CV I
HANpIAL NOTES DECK PORCH NOTES M IIIVL SCHEDULE � U
All reR eadh-Palbrhdl Ye.l.ne NllY Idlnxlnt lYRn II UnIm NReMrtn•led a111nmint mattnaluMN A<p Pm,ure lrealN YmM IOItRDEKRIRIOII MNL NAIL NOTES
DO
n R[.dfN M<-alcor pnpWiry Il Dnerm,M1an[m mbnllmbktalWNZNn Nlnlen n.el OTY fRnCINL
Z)TY1el Han4vlbwllM1 tlmllorrnl xNlm MallRrvean ) Orlm for Je[Lhai,ts llN•r m[M1nNb[aA W*r Mer,41h—bm end nwr JO,OTO REP TOE
If COMPAQ
Jrlmm[.vtle fivnkarM m1 m11h 1 MrN fLL TOR FUTEOR GIRD" JOIST NVL
nulYh Hameln NtlleaPl IN ln<M nlMpen-r Pim RnRnf a'[mn•.'.n an[ LI IUGNG EACH TOF
11-2 lan 1llM FvnlrslhnN FNM1r RfMllhwY ne•[m<rrh'wnbnm--an,112-sl T bnLmAln MR xUh wrkn•ail CLIMATIC f LCOIRAPPIC DESIGN CRRIRIA S.IS COMMOI aR.
nn llmmtlm MYl lean T In bu"I nnl @DUN WIND SEISMIC FPGA WINK ICCfHIFID TOIOIfT END N.VI [>.
Rom Lrearn S) Rnu rvrynMnL[Ir1en<M1allkanhnN raa1S1i341]'r6lh nwele LNM FIOOO ^� A
tbn Glp lnrhn wlM amaNmum[mu rnlnnN L SNOW SPEED OffIGN 'FATIifRIN LINE TERMITE DECAY p'SIGN UNUFRUt MENI LLIXKINL UCII To
1(l /7 •!aT
S-PA COMn10 11 C
UteEmNllaum N'IIax74nF.nllr MR Wih WTbT mA mlryFMrl[i Slvll HA}ARDS TO INIff END NAIL
(Immtlm NSiq ln[htt Lr LOAD NPH) CATFWRY OFRH TFMR REQUIRED IL••RPyy,,\\
.eTR klw Ne MODfMR SLIGHTTO LIIXKING TO fACll TOE .1GV ± irY\\
Per Rnrn {) Dec4lebub M1ave 4.klnR•r lO.e 3-ILA COMPAQ iN� \`
}I TpeII H+NmMwhha Imran In,nf 1p AS Ltf 1}. t SEVERE 3R. 11 NONE - SILL OR TOR PI AR (LOCK NAZIDo
IndnMll p.Mie[mMNe MLn rnnrnn•n YNb TO HFAVV MOUEMTC LLDLEIARV EACH FACE DRAWN R1I{/M$
IIn NIM1gmBlr llu MLrtrtr.n tlmh k(mwlllu ') AmMlmum•CJOInA nErNnpMII Ye NPJIel klwem the Wll LnpmllNLv TOIUM 3-IN COMPAQ qIA NAIL n' •^`��.a{aN N
YnaIr N3H lmhmrnurNv nlrallY hrn eklallnl INtrrbk4ttmelbki dlnt wlMlYlla kM wlM wAm aM nmr JOIA ON IFI)LFM1 PFR TOE ♦ $('.ALT I//"�I-D"
Penun Nnsl-an]a<nirve NrFll Moban SAf nIL'.c 3•WCOMM0t '�; L� 1 IfJHR
TO RUM IOIR NAIL
IMI.M.7/1 Eveh se,—lM Wk,I WL.N the BAND IOISF R[V CND j
Rr.n'In.,P al 01 ;h mall SrnIn-l., N knn 1) Concrete Nm Man k a minilwm PaYm'eF lI'- lqu eoruno An Ivt 12,2011
NI<hl.,l<vel lhnr lr nM iry than l-3H N[M1n kew lM TO IOIR JOIST NAI, " � '�
All N,If l.ku IIWIM1M1a im,Mn Ear,h JRROO,,lalukm<Nhed lhNOl0111 TC, !FN 5111-[I NLJYII3[11
lane,IFMbn.I the lrMb TAe minlmumwillhal the n 1 PFr• rymm S.ILd COMPAQ TOENAIL CIS) rJ C {
• Mml, SILT OR TOR MATE FOOT a� yQ a(
henn,anmL iz TbKnn [IUMellhI V4 p[e.men ��InUIn d ) Lm•nle R•N ee,eenel I
[r' i) Uenmrym Mn bnTertwRM12 MAXMA%M NNro,nn 4
m11w.10 a InAn Ir elN[.rue wnh ACQ