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HORIZONTAL BACKING R
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DECK BOARDS z v 4"X 4" POST W/2"X 2" z
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ro COMPOSITE RAILING 5Y5TEM
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TYPICAL BOTH STAIR LOCATION5
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CLIMATIC AND GEOGKAPHIC DE51 R$ W
EXISTING DECK LAYOUT WEATHERING SEVERE p
Gf pAL NOTE: SCALE: FR05T LINE DEPTH 3'-O"
ERp' = I '-O° TERMITE MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE
• The Information contained on these plans and drawmgs reflect work performed and WINTER DESIGN TEMP. I I
completed, as shown, to the best of my knowledge In accordance with NYS bulldmg codes. ICE 5HIELD UNDER- A5 PER MANUFACTURER'S PAGE:
The contractor Is responsible for ensunng that all completed work and construction meets or LAYMENT REQUIRED SPECIFICATIONS/STATE CODE
exceeds federal, state and local codes, ordinances, regulations, etc. FLOOD HAZARDS I
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EXISTING POURED CONCRETE
FOUNDATION WALL #
FOOTINGS TO REMAIN 7
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2"X 10'ACQ LEDGER BOLTED Z 3 u 0
TO HOUSE FRAME WITH 5" 2 P-2^ g =' O'
— ' — 5CREW5 @ I G" O.C.; HANG D.J. O
FROM LEDGER WITH TECOS
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¢ u 2"X 10" RIM BOARD
= 0 CONTINUOU5LYAROUND
_N WITH LATTICE 5CREENING
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4"X 4"ACQ P05T5 ON
10-50NOTUDE W/ (A55UMED)
F71POURED CONCRETE FOOTING
._ X 10"ACQ IRDER 2'-O"X 2'-O"X I'-0"d., 3--G"
BELOW GRADE
(TYPICAL ALL FOOTINGS)
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OFfSSION
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4"% 4" P05T W/ "X 3" z ELI O Liu
HORIZONTAL BACKING R O N
I"X G"CAP RAIL, CONTINUOUS G z p
AROUND BENCH 5EAT; BOLT TO W N m
5EAT BOX w/p"C.B. N C 41 z
X G"SEAT BOARD5 ..
2"X G" BOX FRAME 5EAT z
—�.—PLOR HEIHT q"X G" COMPOSITE DECK MATERIAL �' Q
(APPROXIMATE) 2"X I O"ACQ D.J. 12"O.C.
4'X4" POSTS BOLTED Q LU Qp
2- 2"% O" ACQ GIRDER— PROV. H4
CONNECTOR 2"X 10" RIM BOARD
GRADE CONTINUOU5LYAROUND
WITH LATTICE SCREENING
2"X I O"ACQ LEDGER BOLTED
TO HOUSE FRAME WITH 5" 4"X 4"ACID POSTS ON
5CREW5 @ I G"O.C.; HANG D J. I O" 50NOTLI W/ (A55UMED)
FROM LEDGER WITH TECOS POURED CONCRETE FOOTING
21_0I X 2'-0.X -O'Id.. 31-OI @
BELOW GRADE }
(TYPICAL ALL FOOTINGS) = 3
0 z
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DECK SECTION
SCALE: 4' = I '-O"
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
U5E THE FOLLOIMNG U5F MCfAL CONNECTORS OR APPROVCD EQUALS FOR PROPER WIND R615TANT CONSTRUCTION.FOLLOW MANUCACTJRPS RLW MMENDEO IN5EALLATION INSTRLCTMN5 ro AcHirvi mmimuM UPLIFT LOAD LAPACIN.
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c°rycAEi[E°°IING
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fo UXf
DfCK POST RG.CONNECTION r:
OECRIKE H RAILING LLJ
srAIR RAwNG POST-TO.GI LONNc10N m NAILING SCHEDULE
USE MIN (2) 1/2"DIA GALV.POLLS
lM➢i WASnERs AND NUTS
NAIL NAIL
-Im NPecE JOINT DESCRIPTION QTY SPACING NOTE'
M�wmuM ° JOISTTO: PER TAE
P.aPe TOP PIATEORG4 -Bd COMMON JOIST NAIL
[TILL—�IIh,/ ,ILL, IRDER
II eeusms corvcP.Ere Ple BRIDGING EACH TOE
Pose 2-5d COMMON
TO JOIST END NAIL
GIRLEwnzaone . O BLOCKING 2-5OCOMMON EACH TOE
TO JAIST END NAIL
mwOmKLols P�nmwlmu 'EI Oma ' SILL ORTOP PLATE 3- IGdcOMMON BLOCK NOCKING TO EACH AIL
.Pee PA'Ot a nTrrcnmrG wet LEDGAEB AQP 3- IGd COMMON JO ST NAACH IL
HANDRAIL.NNCCTION JOIST ON IEDGEK PER TOE
OLMAaPw:sehAuhEc°Mu+u°us TnewuLEImh POST-TO-DECK CONNECTION nEADEWGIRDER-TO-POSTCONNECTION 3-Bd eOMMON
OrnIESTNRe. rl/uuc PwRH Orwnu+URNIs AND J01 JOIST NAIL
snetxoT°el.¢eninx -/R"xort mcume+zlx usE mlry rzl 12'RA wLv.mUS LMin w.vsnERs,wOrvuls uzniOx usP xR MaEx wPucnn°x BANDJAIST PER END
¢nwuGlMExeIw,GRmE snNtsnAu 3- 6d COMMON z
PR MANOUVAmxTGwPlNGBIJMcE GIRDERAIEADERTOPO5T/COWMNCONNECTION m TO JOIST JOIST NAIL
BAND JOIST LAT PER r
SILL OR TOE PLATE 2- 16d COMMON FOOT TOENAILPal lll�l.1 l9
TlrexlxGry xc ttM.1 ^,
'PIECE r° axG BELdv N R/
s UNDISIURDEDSOIL DIF W PORCH NOTES: W Z o
geaEwnEn°¢ Irl"Pn�nous w/wnsLt. UXOPLSU. `RBmm°"s ILL. '.e L�
v To&.6 ®Ic« ¢v ou°�m sou IORGANIcs REMwmr ).Unless otherwise noted,all flaming be ally t°be NI ACO pressure treated lumber
Ao rosea°EIS, na.lyers am ancn°re to be galvm°ed or sramlees steel J m
sTURTree o PosTaowmN
HT rvaE uro auma L9
fIHLASTE MMUrecmRts Ixs Tlws 2) Girders for deck pet,to be bolted or anchored L.—h Trost or pier wthµ .here and n.Ls
R.aonw fl°ORlMMING Girders on concrete piers shall ee anchored w6h proper steel mnneetols anchored Q
l°ISe ul III-II= _ - II=IIP ,HE concreteµnth a mlmmtnl 1/2'dia x 7"1°�N.—h°r boll MLM1 washers a.d nits
=11=1T1'Ill=m-III=III=III,III-111=11
,(RING¢ rna G¢ 3) Posts supporting girders ehall be ancn°led to a 12"x 12'k 12"LnI .Crete fmtlr,. z A
POST-TOGIRDERRIGDFA CONNECTION Irervaov JOjS Use a minim... 1/2'dia x T'long anchor bolt with washes and nuts corps Snall U O >-
ISATION uePxumeal Rlsuq¢raa be 9 It.below grade z
DISTURBED POOR 50IL V
,(RINGER To DECK/PORCH coNNa.T1oN G r�r uWR°rcwsnm s,wE°R n). Deck/°els L°have blocwng at a'o°.e. Pj*�'0'F TU/f Q z
DEORTORcn IPDGERCONN LHON LE.�.nxU«mr aroM� 51 DE,F '4 z %
ur Plw.'...s mGw.vs s) n minimum of 101nch flashlrlg mall be Installed between the bulldlrg a G 6 /Q_ z p
Ledger Eo be faAened to bolding with I/2"dia.bolls wltM1 washers
'tea J11 crew rueE Mau wLMn at IG'a,cV_ E
II MANurlclORE9lrvsmucn°rvs n h 1� O
6).Concrete Pers snail be a mlmmum 6"above Bade Z V J to
m -rllkllfmll 7).All/.late L° be supported wdh hangers and awnors Dean Joist steal N � _ -d W
waoo xv T He girdel(5) 07.
wca°LgsT LgsT PeecuNG CUNC PER HOOTING FfSs
SreMs FW
.'DEMlEAaERA! N�RaM�W`SLE7UN 104 11
°E""5 Mela ' GMETf1gRAP
5° 'Gr' CLIMATIC * GEOGHIC DESIGN C
w°oO ml¢ wnEroEn FT CAOeQ IN CO° GROUNDF12.
FR05T WINTER IC HIEID
¢aawTµG nOMMaTwa,ws.Irvae TIME PRw„aT PInoD PAGE:
FW51'IJOIslS WIT.HPhUEWGIRD[R Acg°�saMw�us H��sE ansE°a-o�r�Evnwnnw sU.wcswvRr SNOW WEATHERING LINE TERMITE DECAY DLSIGN UNDE LAYMEN( HAZARD,
SPLICED JOISTS OVER IIEgDER/GIRDER LOAD (MPT)�SATE DEPTH TEMP RE IRED
etLolSrs«Nrv¢reD� RTs eILI�LONR�o�nEsum.Tge°Lnm 5RILED JOISTS OVERHEAOERONDER ERRAPE elacr.INaeE Ntt MIisµA1 SMI MD MODERATE 5L GHT TO
LE s P.EwmI/n nlGnennlrvu tvtnworne Tia^' 45 LBSSEVERE 3 FT. TO HEAW MADERAIE NONE -
IrAa . Ern o'oiUaw TOR snwNs l