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.JOb (OCT03A) 0100204 Al THIS OVG. PREPARED FROM COMPUTER INPUT (LOROS S OIt6SJUS)68IIITTED BY TRUSS(1F'R.
To chord 2x6 SP SS Dense SO mph wind, 13.69 Ft Dean hgt, RSCE 7-3SI CLOSED btdg, located onSWhore Ins
EIN chord 2XIO SP SS Dense ,B3 2x6 SPF JIM: rooP, POD mi Prom coast, CAT 11 EXP C, wind TC OL•5.0 psP, utnd BC OL"5.0 psP.
Webs 2x4 SPF Stud ,1131 V5 20 SPF 111/112,
(8) Continuous lateral bracing egvolly spaced on member.
IN LIEU OF STRUCTURRL PANELS OR RIGID CEILING USE PURLINS,
CHORD SPACI►�IIN QC) STARE(FT) ENOTI) Trusses io be spaced at 16.0"OC maximum. o
TC '75 -0.28 15.71
TC 24 15.71 32.29 Collor-tie braced ulih continuous lateral bracing al 24" OC. or rigid calling.
TC 75 32.29 48.98 1
8C 92 0.29 24.00 8C Milo roon Floor loading, LL - 40.00 psFT OL - 5.00 psFT From 14-0.0 io
8C 92 13.83 .3U.29 34.0.0.
8C 92 24.00 34.17
8C 92 34.29 47,71 Deflection meets LAO live and L/360 taial load.
c
NRRNING, Furnish a oopcg oP this DkG io ihs installation controoior. Special care
must be token during hhandI Ing, shipping and Instal IaiIon of irueses, Sea
"ItRRNING" note below, h
r.
7
1518118 17„ 15'8"8 .
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T2 A X8 v
T2 n
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,
f2 48'
54S 54
Rvn176811 U"1879 W-3"8 . Rve1077# U-1809 W=3108 Rv=17681 t1.1894 W-31
Rv2254 U-2840 W-31 Rv,.22540 U•2410 1ta3118 L
LEFT RRKE a 1'010 RIGHT RRKE = 1710 _
PLT, TYP,i11WP0E04 R1 7P11995(STD) OTY- 14 TOTRL= 14 REV. 6,33.0716.23 ERLE 9"1'500 4
RIV�RSIO pMh Q avil�Dait,lAEa PR0101, AD.I p �r 1RL8SESAOAKEMIIECKI TC LL 65.5 REF
*'ti 1PORTRNTi*�IRtL A01 B{EmRiom9'ioti FOR Roy YIAf1�C'% 1N NRIQ m, auctlnl Ira r� �
DEYIRTIOR FAD11 IRIS 116104 al 1101!fP101FICA110111, ON ANY SPACIW,ME 018,11 Sr MI.HE IRIS MSIGII TC OL l5.0 DRTE 10-02-2003 -
1AILUK 10 BUILD DIC IRVOO IN CQ mce VITN'OS168 6T In. FOR SCDITIONPL SPECK PIRNWIT DIRC11Ui Al
ALMIE Ct 1010RS ARE MOE OF 2COR AY.SIEL 1EI110 MIN CUIRIBIS,QUIS 610VISC INDICATED,TOP 8C DL 10.0 ORWO
RTmo DR A 00110 AXED.N110 C0101C10RS 70 EACH FRCH of 401D SNFtL De IRTERAbT SAM VI IN FR P6R C1�� MS
SIAVIS Rho VM�S$OIRRV111 LDCATED ON IRIS CESICN,POSIllou LY'RITAM PLYYDEO SKOINICG,Ba im coo 8C LL U
01PECICAS NA I051911 S 130,1501 I11011•F.1EI1611 STRIEUIROS VITKTROUT`ATTACtEO RIOIO CIILINO•-$11 MUD, 90,5p#0/k LEN, 48
P.O.'BDX 9 1011FOAR VMPRIMC NVIS1/18 Of NOS 61PI.al DOIJUJ'S U09 IECIVACSL VFORTC ITIIATIi FOR PROPER
MMI,
fERL 09 IHiS ORAVIND APFLIES TO TW CaA0RE111 EEF1Ci10 HIRE APPLICS110R,FURNISH A RPT'CF CRT$ 15
395 R IVERSI 5TRTION RD. TN G(LY,RIO SIO L 101 SE RCLI10 uVN TN ION OCR NAY, IE11Ri TO TIs I00 E PICIi CanAXIOR. MAC. 1
RtPARIUS, NEW YORM 12852 RPAf.INr, 1 A.n" TVCC
Top chard 2x8 SP SS Dense 90 mph wind, 13.89 ft Aeon h9t, ASCE 7.83, CLOSED Bldg, located anywhede In
Bol chard 2x10 SP SS Oense roof, 100 mi from coosi, CAT 1, EXP C, wind TC OL•5.0 pst, wind 8C OL-5,0 psf.
Webs 20 SPF 61lvd
RI I plates are I.SX4 exoepi as noted. ,
p
See DWGS POSOISEN0899 &GBLLETIN10O1 for more requirements.
C IN LIEU OF STRUCTURRI. PRNELS OR RIGID CEILING USE PURLINSI
Trusses to be spaced ci 18.0" OC maximum, CHORD SPRCING(IN OC) SIRRIIFI) ENO(FT)
WTC 75 •0.88 15.71
Girder supports 4.0.0 span to TC/8C split one face and !•4.0 span is 1C/8C splii TC 24 15.71 32.28
opposite oce. TC 75 32.29 48.88
8C 120 0.29 47.71
Deflection meets L/360 live and L/240 total load.
W WARNING. Furnish a copy of this OUG to the losiol lotion coniractor. Special cc
must be token during handling, shipping and InstolloiIon Of trusses. as
'ARNING" note below.
(»—w-----15'81 --+�---------I6'7" ---- 15'8"8----------»�
6x& T3 T4 8(R}
T2
T2
912
6 7 17 7 17 17 x6
IA IR (R) (R)
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2 4 TI
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LEFT RAKE m 1'Q"10 RIGHT RAKE 1'010
DESC. - M100204 G1 SEQ - 5352E
PCT, TYP.-WAVE TPIJM(STD) OTY= 2 TOTAL-, 2 REV, 8,33.0716.23 SCRLE 1,1250
70 p tt n p r WINE EIg11EERC0 PRO1011,11C. p❑ �t�+ IRSES REWIRE IXIME CAW TC LL 65.5 REF
Gl RIVERSIDE x IMPORTRN I**mi,NOt 0t lE9POKBte1E FOR ANY WARNING IK HiatiQ, MOTION FM
C VIATION FAD"1N1111SION CR too�tCIFTtAtlatS, CAR" CAACJHO„r%t H19.9t 6Y TPI.OR THIS MSIM TC OL 15.0 DATE 10'02'200
fi) FAILLTE 10 OVILO tIK TMJ 10 CYORM VI1N CS169 OF TPI. TOT KIDITIONAI 9PECIRL PoRIbn am am Fs
N KPUE cNectoll 1At oat tP I'm aTLv,s1FE1,MCI IHO Oslo CUM MIS.Put$aTOUISC IAO(CAtta,1CP BC QL 10.00 ARWG
AINO 01 R EKCIPI its NOTED.PLY 0111CCIN 10 EACH FACE OF a110 SNKL IS MERRILY IRRCEO VITH PRM
tPas AND txtsi ma nt Locmo RI THIS CEstm,maiiiot LY Arm PLYvO SI otmie,Somm coo BC LL 0.00 M5
TRUSS MIX01OAS PCR OPM)KM)00,ISO I H;*F'cosiol MIMAM VIIN PRCPFNLY AttAcgo 01010 CEILIAO—ME TOT.LC. S0.5 0/8 LEN. 48
P.D. 8GX 9 O N 011 V/APPLIPPM FMVISIOKB OF 108 t IPI.PH EIEIIEtfR'S A.PIIE 1EQUICAL tFOATE 1111/9U FOR PACKS
28S RIVERSIDE SIAI ION RD. SERL ON THIS MFNINO 101.119 to TIE ce"1.E111 CEPICIM NEK IATMA A"PLIC411011.FURNISH A UIPT IF THIS OUR.FRC.- 1-15
RIPRRIUS, NEW YORK 12962 1N ttiY,ANC SNI1�1a1 OE RtlfEa lF ON IN NB OtHCR NAY. CoMf to lie IPZO(ACCIM,COMMIT. SPRCI NG 16.0 h TYPE 0t)
T510191216 Fox ISIO)10I•+ 4 -^TP( INS PLATE)MIME, IM w 1691 KATIORL CESIGO XCIFICRTION FOR VOOo C051A C11a1 �.
Jo6.l'00l •"1 M100201!'GTl •� . . . THIS OVG. PREPARED FROM COt1PU1ER INPUT' (LOADS&DI(lENSIONS>SU@I 1TEO BY TRUSS N
topp chord 2x8 SP SS 0enS0 2 Complete Trusses Requ i red C ..a
Sot chord 2xIO SP $S Dense :83 2x9 SPF Nl/ii2: L�.��+�++,Y�
Webs 2x4 SPF Stud M, W5 2x4 SPF 01/92:
NRiL1NG SCHEDULE. (12d common»nulls)
90 mph wind, 13,691't mean hgt, ASCE 7 93, CLOSED bldg, located anywhere In TOP CHORD: I ROW 0 9" o.c.
� roar, IDO ml Prom coast, CAT I1 EXP C, wind TC DLa5.0 per, wind BC DL=S,0 psf, BOT CHORD: i AN 0 12" o.o,
W Trusses to be aced at 36.0' OC maximum. NEB$ : I ROM 0 4" o.o.
spaced USE EGUAL SPACING BETWEEN AOUS AND STAGGER NAILS
Collor-fie braced with continuous lateral bracing of 24' OC. IN EACH RON TO AVOID SPLITiING,
Beattic roam floor (coding: LL p 40.Oa per: DL M 5.00 srI Prom !4.0.0 to IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS:
M.N.oili 8 P P CHORD SPACiNG(IN QCI S1ART(FT1' ENO(FT)
iC 118 •0.88 15.71
r+
!s Derleot ion meets L/480 I Iva and L/360 total food. TC 24 15.71 32.29IC 118 32.29 48.88
or this DWG to the installation contractor, eolol care Be 120 0.29 4.
OID
U WARNING: Furnish a oap
by � • Be 120 13.E 34.29
0: must be token during ondling, shipping and instal lot Ion or trusses. ee Be 120 24.00 34.17
'NARNING" note below. Be 120 34.29 47,71
Truss designed rot,unbalanced live load,
1
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v Rv-3976fI U-420a W3"B Rv-Milli Um19011 W=3"8 Rv39790 UR420 V=3"8
Rv-5072# U-6399 M118 Rv50729 U-5429 W-41
LEFT RAKE - I'010 RIGHT RAKE • 1'0'F10
PLT, TYP.-WAVE
GTI TP[1995(STO) OTY- 1 PLIES- 2 TOTAL- 2 REV. 6.33,0716.23 SCALE 50�500
ACPINE EHtiNCCREO PROaUCiS,lit. IFIAM REQUIRE DarifE CRRE TO LL 65.5 REF
R j VERS IDS IMPORTANT**SAL 101 Be RESIONBILE FOR a1T 0RN1 NG IN walil6, enellm Ala
CEVIATION FR111 INIS DEe1ON OR iNESE 9ECIFiCA110161 OR Riif EF 114.SCE HINI By IPI.SEE THIS 08101 TO OL 15.0* DATE 10.02-200
FFIX9 to 601W 119 iNS IN COMMVITH MIN 6Y 1111, KS FMITI011t SWEL PEPARIAIi OARCtiG RE
PLPIIE 0100"Rot ROE of EOat OF4v.S101.WIN RM ailfalNiS.t11tESS Oi ERVISC INDICtiEO,lop (IC OIL 1 O.O DRUG
a-�.qS •,,■, �yL+ AVVO at A exam Re mo.APPLY CIi16C10RA To ERCA FRCS of vem mu SE Lflitr v eRAM vom mpfe M
13G�f i.X.>l.i�Kil6i"d Ruse ARD UKIS1 a1RIA0M 100110 01 iNIS MIGN,F%II1OK LY M100 FLY00 SHCRINDS,canon 00M BC LL f 0,O 4
TRUSS DSRIH ORS Fig 01110 150 L 1e011-1,CEV N STANOFADO VITH PROPERLY fnRX0 RIOID CCIURS raT.LO. 91�. aJR LEN. 48
P.O. BOX 9 COYFCRY V/AFPLIME FROVISIUIS OF16 1,IN.F1100911118 ALPINC 1EOkiICR Role VA/311 no Few
305 RIVERSIDE STATION RO SCIII.ON 10IS ORRi11NG APFUCS 1018t 041P0RC01 CEPICtfiO Hine ORMI,RPFUNIC11.MIMI R 01(F THIS DUR.PRE. I,-t 5
RIPRR(US, NEV YORK 128I32 iN 011Y,"SHCd 141 ee REA VPN IN"O1NTRVRT. 011111a THC 1ROSS CFZCTIQI WITRXIOR. ��yy }
i51e219Y•24I2 for ISISiV94 4EI9 � Ifl•fg1SS PLATE 0611101E, TOE•ISS1 MIN(OESISR SPEO)FIot11a1 FIR YOOO WSi941(aY SPACING 38.0 TYPE at 10
. "" " :� YH1S 01fG� i REPARE�FliOH COMPUTER INPU1 (LOAOS a DIMNSIONS)SUBNI
M1'00904"GT2ITED!}Y TRUSS t1FR,
To chord 2x9 Sp $S Dense
go Y chars 2x4 SPF so Denss V3 M2xq SPF 01/12: 5 Complete Trusses Required
SPECIAL LOADS o
••••ILUt1BER OUA.FRC.-I.15 / PLATE OUR.FAC."I.15)
TC • From 403 PLF of •0,88 to 4O3 PLF at 48.88 NAILING SCHEDULE: (12d.common.nal Is)
PLT• From 25 PLF of MOO to 25 PLF of 24.00 TOP CHORD I ROW 0 4" o,o.
PLT• From 25 PLF at MOO to 25 PLF at 34.00 001 CHORD: 2 ROWS 4" o.c. (EACH ROW) cu
BC • From 903 PLF of O.OD to 903 PLF at 14.00 WEBS 1 1 ROW 0 4" D.D.
BC • From 275 PLF of MOD to 275 PLF at 34.00 REPEAT NAILING AS EACH LAYER IS APPLIED, USE EQUAL SPACING �
BC - From N LBOConc�Load at D14.00,g34.00F of 48,00 �(N ADDIT ROWS ION APPLYS(1) ER 1/2NABOL1IAlEEACHRJOINT LOCATION,
o
a
Trusses to be spaced of 60.0" OC maximum, 5O m h wind, 13.69 fi neon hgt, ASCE 7.93, CLOSED Bldg, IOQatsd anywhere in I
roof, 100 ml from coos!, CAT I, EXP C, wind TC OL"5.0 per, wind BC DL"5.0 psF. N
Col(ar,tie braced uiih continuous loiero( bracing of 24" OC. IN LIEU OF STRUCIURRL PANELS OR RIGID CEILING UK PURLINS.' '
Deflection meets L1480 live and L/360 total land,
CHORO SPRCING(IN OC) START(FT) END(FI)
TC 120 "0,86 1517) ro
WARNING.' Furnish a cap of this 0WG fo the installation contractor. Speolal care TC 24' 15.71 32.29
must ba taken during hand(Ing, shipping and ineto(lotion of trusses. See TC . 120 32.28 48.98
"WARNING" note be ow, BC. 120- . �,� 0,29 MOD
15 8 8 !6 7 311.29
Bc 1215, 8 24;00 34,17 Fol
T3 D 120 3N.29 47.71
T4
ex 10
T2 X8 '
T2 m
12 � 83 X6 —t
to
8 5 W3 X5 1 n
T1
W3
in T1
W1 112 w1 M(RI)
8X8UAI
S"15
81 Ht12(Rl g2 1 X10 82 HS616 61
H 616. , 1
a
F-----------1 y' ------ «--- 209 -- ' Dole----- 141 --"�
204
204D
.v=12195Y U-15919 W=3"g Rvm4u5yg U-S814 W=3"8' Rvm1219511 U-15911 V-31
Rv-06739 U=1910 11=31 Rv=146730 Ua191411 W-3h8
LEFT RAKE = I VIO RIGHT RRKE = 1710
PLT. TYP.MWpVE04 GT2, TPI1395IST0) OTY= 2 PLIES- 5 TOTAL- 10 REV. 6,33,0716.23 SALE 5 1500 v
6NALPNIC 6ti0110910 FA00LrI1S,Its. Cy lusts AEailre Irk CPA£ TC LL 65.5 REF
RIVERSIDE '*'*.tt MP0RTRNT* (tL�mwA69P0sjiaimANt WARNING iN mttw, taiiDi AND c
OBWIAiImi PROM IHiS DBSICN OR 1NCIE SFMIFi0RTI0A9, OR ANY MIM.$61 011•sl 1111P1.6E£THIS oEVOR TC OL 15.00 DATE 10.02.2003 .
FAILLAC TO BUILD 1At iAW6S IN WAFORM CCIIITN 06106 BY M. FCR 01100t SPBCIRL PIA11001011VINI At
A.FIiE CNECTDPS Aid AACF Of 20SR MY.ML Mill IKD MIN OUTAMTS.UILISS 01lEAWISB INDICR1ED,10P 8C OL 10-Opd ORWO P'
t
" 11446 OA A I01 AS 10110.RiKY M1010 TO ENS FAQ OF 0010$41.60 LoMAW BAUD WIN PAXII 8C LL 0'0 �5
Iliss No oust Doom LODRi1O Oil lots O£S10A,PosiTIOII LY AIIIIHO KIM 00111I191 DO=CH014 ...��r
• TRUSS COHECloi6 FPA CARIIII46130,110 11104.011116TRID0 S WIN FAOPBALY RIIACQ RI410 CM114••SCF T07,1.0, 90.504 0/11 LEN, L18
.. cionlil vmK( eit PRDIIStoos CP Im G TPi.AN B90Distrs Knit immick mir un/so rm loot '
P.D. BDX 9 11FL ON iNIS 01116 OKIES 10 INC MYCEN1 DEFICi£0 04 MIMI.APPLICATION,@ s",Am OF 1NJ6 USX,
'395 RIVERSIDE STA11 DN RO, III QW,as MLL M01 BE AE1110 URN Ill ARr OTTER M, O£S161i 10 iNB IRINS£AMIa1 CC:MICR. „
RIPARIUS, NEW YORK 12062 SPACING 60;0 TYPE 0I0
t61 P,-1412 Few 151 464.q 1A 1 a-TP)-iBM PLAN DiSil1U1B, tin-1991 JAiJOIAL 06S16W SP£CIFICATIDI flit W000 00NS1A0C1i0fi
)b"-(OCT03A) '/'MI0020t{ CRP"'' THIS DUG. PREPRREO FROM COMPUTER INPUT (LOBOS 6 DIMENSIONS)SUAMITTEO 9Y TRUSS rFR. I
rop chord 20 SPF 111/92 SO mph wind, 10.76 ft mean hgt, ASCE 7.93, CLOSED bld$, located onguhere in I
loY chord 2x4 SPF 01/92 roof, 10D ml from coast, CAT I, EXP C, wind TC OL-5,0 psf, wind BC OL-S.D psf.
Yebe 2x4 SPF Stud
All plates are 2X3 except as noted.
;N LIEU OF STRUCTURAL PANELS OR.RIGID CEILING USE PURLINSI
CHORD SPACING(IN OCI START(FT) END(FT) Trusses to be spooed at 18.0,*CC maximum, o
BC 120 L,A4 15.55 <
Deflection meets L/360 I lye and L/24D toloI load.
russ dealred For unbalanood live load, w
N
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8-31
N
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N
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4X9 Z
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cn
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11 W2
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2X6I81)
W1 1
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GO
B'3"8 8'3'8
Rv--84 Unle ll W-3"8 16 7- Rv*I29pif U-100Plf'1 W-I5'11
Rvb-BX Un1SON 1141
EFT RAKE - V2 RIGHT RAKE = 3"2
0, TYP.-VPVOEOy CAP TPI1995(S10) OTY- 26 TOTAL.= 26 REV, 6,33.0716.23 SCALE =0,3750
RiV Gn ya RLP11E ElclrElAto 1`10018, THE. TAW REQUIRE tKERIVE CARE TC LL 65.Sp* REF
Y R �� MPORTRNT El Not B(r s4alatBcE FOR sir WARNING IN RMCLI 1O, (w)(11 Flo �"
EEY)ATIOR 110 THIS WICK OR tiE'SE Er1CIF101110161 OR RAY enROIA0,3EC Hie-9I OY In,a till(6101 TC OL 15.0 ' OATS 10.02-2003
FA1LM 10 MILO Ile TRUSS DI CONPO"NCE VIM 09118 BY VI. FOR AOOi11OHIL SPECIAL PEktlat FARCIiC RE PIRF
RPMO 0110E111 FIX MCC OF 8011 W.SIEEL k111►f F611 OVIR M41S.URCIS OnERVESE 81otc1tto,TOP SC 1 10-a(KF ORWG �
A141 a1 A WP1 BS HOIFO,IFPLY 014001170 ETCH FRCS Of CPERO SNRLL AE LRIEARLLY ERAS V11H PKFIR
i11113 RAO UILM 01HEINISE LOCRlW CN INK ZION,P311100 •LY RTHCi00 PLIVOOO SIEAIHIRO,gMIM MW BC LL 0.OPTF MS
TRUSS 071RECTOAS PER OARVIO 17o,IED 1 1601114;DISIRI SIAREFROS 917R PROPERLY A111CRED 111012 UILIHO..SEE TOT.L0, 0•$ 01A LEN. 160700
P.O. BOX 9 bY11ORY VAVFLIC1'61S PROVISIOAS OF ICS t 1PI.R,E1rr11RER'S ALPINE'I(CHIJoRl EFIRIE Vital)FCR PROPER
SEAL OR 181E DRAV";'FFPUE9 to iKE CW Eill ltt"cleO HIM WnRL A?PLta1tt011,FORIIIEH R COPY OF INTO 5 RIVERSIDE STATION RD, DUft.EAC,
PARIUS, NEW YORE 12962 IN Of,I.RM "It,Aot 3R Into t"1111 10 OTHER MAY. 100111 to LIE us IRICr1ON CaRAPCIOR, SPACING 16,Q,� TYPE GQt4�
51SP4E4$112 Fax(3113 L94.4214 -IPI■Was PLATE)MSIITNE IRS 1801 HRtIOUL DESIOPI EFECiFIORTION FOR VOOO Oa10IM110I
Job.WWII' / MOM' CHN IRIS UVU. P8tPtW4U rHUr1 GUMPuikH INrur w.unuo a uutenotu010ww111+cu u, Mvud M0-
op shard 2r4 SPF pl/p2 90 mph wind, 10.76 I'll mean hot, RSCE 7.92, CLOSED bldg, located on9where In
TToo Chord 2x4 SPF 1/d2 root, 100 m( from coast, CRT 1, EXP C, wind TC OL-5-0 psr, wind 8C OL•5.0 psr.
Vebs 20 SPF Stud All plates are 2X3 except os nc(ed.
See OVGS AOo015EN0698 &GBLLET1N1001 ror more requirements, 1N LIEU OF STRUCIURRL PANELS OR RIGID CEILING USE PURLINSI
Trusses to be spoced of 16,0" DC maximum,
CHORD SPRC(NG(IN OC) STARTIFT) ENO(FT) °
6C 120 l,O4 15.55
0e1'lec(Ion meets L/360 I ive and L/240 Iotoi load. Truss designed far unbalanced live lood.
N
0
0
w
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IT- 838 Jv I �
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9i
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Rv=51R U=1 I>' V•3 9 Rv 123pir U 10OPIP V�15't"2
Rvs519 U-1809 V-3 8
LEFT RAKE = 3"2 RIGHT RAKE = 3"2
OESC, m M100204 CAP SEO ® 53530
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RIGHT ELEVATION
SCALE 1/4"=1'-0"
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LEFT ELEVATION
5CAL.E: 114"=1'-0"
25'-0 10-0
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STORAGE --- -----
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GARAGE
V. N-
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sl
13'-0" 22 1-0.1 13-0
40-0
MAIN FLOOR LAYOUT
10'-0ll 28'-0" 10'—dl
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FOUNDATION SYSTEM
2X6 TREATED SILL
SILL SEALER
4' POURED CONCRETE WALL W/RESAiR O
4" CONCRETE SLAB
16"XS" CONTINUOUS FOOTING W/ (2) NO. 4 RESAR
' d
13'—O" 22'-0"
48'—O"
FOUNDATION PLAN
SCALE:1/4"=I'-O"
j� ROOF SYSTEM
CONTINUOUS RIDGE VENT
F.G.SHINGLES 4-15 FELT PAPER
DRIP EDGE
1/2"05B SHEATHING WICLIPS
AT
ROOF TRUSSES-24"OIC,
2X6 SUB-FASCIA
VENTED SOFFIT
o"ALUMINUM FASCIA
12 —------------ PROPER VENT-EAVES
12
12
/12r DESICsN LOADS
GROUND SNOW LOAD 10 1_13.5Q,FT,
130 MPH WIND LOAD
STORAGE X FLOOR SYSTEM 30 F`51
411,
22'-0"
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EXTERIOR WALL e)YSTEM
VINYL SIDING
AIR INFILTRATION BARRIER
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2X4 STUDS 16"O/C
R
2
FOUNDATION SYSTEM
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2X6 TREATED SILL
BILL SEALER
4'POURED CONCRETE WALL W/REBAR
4"CONCRETE SLAB
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CROSS SECTION
SCALE 1/4" , 1'0"
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Based on OUT limited examination
BUILDING& rPT. ownganoe with our comments shall
REVIEWE )viy not construed as indicating the
plans and specifications are in full
compliance with the Building Codes
of New York state.
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............. TOWI OF QUEENSBURY
F11 F COPY -------- ---------...................---- --1 CODE
..........................—-------— j BUILDING AND
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IREAIR ELEVATION
SCALE 1/4"=1'-0"
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FRONT ELEVATION
5CALE:1/4"=I'-d'