HomeMy WebLinkAbout07020104 Revision Info
BUILDER of
RECORD:
I---~'~-_._--
REVISION / PLAN AMENDMENT Im)~(:;;"T10'~~~~L:T~',
For New Single Family or "Other" Residential type permit p~ojects --Iii ! i!
City of Carmel,. Department of Community Services ill' j I' I MAR 3 0 2007 I', Ii!
. .1 I I ,I,
I -'q..b Il:J
If yes, PERMIT #: U- .9J-G-.:
I
~
Yes
No.
Permit has been issued:
NAME:
LOCATION
& PROJECT
INFO:
LOT#: ~
ADDRESS OF CQNSTRucnON:
NEW SQUARE FOOTAGE OR
AREA AFFECTED BY REVISION:
c:b
e
3Q\o DD\OXi
cD
:3
NEW ESTIMATED COST
OF CONSTRUCTION:
NEW FOUNDATION TYPE: D SLAB 0 CRAWL SPACE
o POST & BEAM 0 BASEMENT (Walkout _ Y _ N )
IF PLANS FOR REVISION/AMENDMENT ARE PART OF THE MASTER PERMIT PRoaliiiN;'AAIiifllFM:lfibIfi:~fRlll!illf~@ND OF
PLAN SPECIFICATIONS FOR THIS WORK: Subject to compliance with all regulations'
of State and L al Codes.
M RVICES
(;11'( df dAR~~L ~fLAY TOWNSHIP
I UI 'lA
DESCRIP~ON OF REVISION:
\, /, +O\'~f'
NEW DESIGNATION OF AREA OF WORK SOUARE FOOTAGE:
:
BASEMENT
(Finished and
Unfinished
1" Floor
2" Floor
3 . Floor
Front
Porch
Rea r Porch
or
Sunroom
"
Total Sq. Ft.
of Garages
TOTAL
For Single Family and Two Family dwellings, additions, remodds, and/or accessory structures, this permit is valid only if construction commences
within 180 days of the date of issuance of the building permit, and must be completed (Certificate of Occupancy issued) within 18 months of the
issuance date. Class I structure permits are subject to the General Administrative Rules of the State of Indiana (See 675 lAC 12) regarding expiration
time frames for beginning and completing construction.
I. the undershmed, agree that any construction, reconstruction, enlargement, relocation, or alteration of a structure, or any change in the use of land or
structures requested by this applicaoon will comply with, and conform tO,all applicable laws of the State of Indiana, and the ~ZOlting Ordinance of Carmel
Indiana -1993" (Z~289) and amendments, adopted under authority of LC. 36~7 et seq, General Assembly of the State of Indiana, and all Acts amendatory
thereto. I also certify that only kitchen, bath, and floor drains are connected to the sanitary sewer. I further certify, under the penalties of Perjury (Indiana
Code 35~44~ 2~1) that all ofthe information I have provided in this Application and other documentation is true and accurate to the best of my
knowledge and belief, and that I have not knowingly or intentionally provided or omitted any information that would tend to hide, obscure, or
otherwISe nuslead the Dept. of mmunlty ServICes regarding the truth of the matters addressed. I also agree that the constructIon will not be used
or occuple ntil a CertiIJ.cate 0 cup has been lSsued by the Deparrm tal Communi ervices, armel, Indiana. , (g) b
Print Date ~
Rough In
Meter Base
Final
Site
NEW INSPE~0~1REQUIRED:
;;:;v;;;;;7a;}I;:r;'~':,~'
Fee Received bJi,1 Date
*************
OFFIC~ONL . *********~**************~* ****************************
.~ a.o O"'J(7NJ~ L .
W'INSPECTIONS Rf:QUIRE)': ~V'~ LAN AMENDMENT/REVISION FEE: ~
Upper Footing Lower Footing Under Slab ADDmONAL SQUARE FOOTAGE:
33. .rd
(Date)
1
CITY OF CARMEL
PERMIT RECEIPT
t/
[II
~
Item
1 of
OPERATOR:
COPY #
vdolan
1 I
Sec:30 Twp:18 Rng:03 Sub:CBN Blk:3 Lot:209
PARCEL ID ........: ZCBN209
DATE ISSUED.......: 04/06/2007
RECEIPT #..... ....: 24705
REFERENCE ID # .... 07020104
SITE ADDRESS ...... 3910 DOLAN WY
SUBDIVISION ......: CLAYBOURNE
CITY .............: WESTFIELD
IMPACT AREA ......:
OWNER... .........: RYLAND HOMES
ADDRESS..........: 9025 N RIVER RD
CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46240
RECEIVED FROM. ...:
CONTRACTOR.... ...:
COMPANY. ...... ...:
ADDRESS ..........:
CITY/STATE/ZIP ...:
TELEPHONE .........
RYLAND HOMES
LIC # RYLAHOM
RYLAND HOMES
9025 N RIVER RD #100
INDIANAPOLIS, IN 46240
(317) 846-4200
FEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------~ ---------- ---------- ---------- ---------- ----------
IRESELEMTR FLAT RATE 1. 00 55.50 55.50 0.00 '0.00
IRESFINAL FLAT RATE 1. 00 55.50 55.50 0.00 '0.00
IRESFTSLB FLAT RATE 1. 00 55.50 55.50 0.00 '0.00
IRESFTSLB+ FLAT RATE 1. 00 55.50 55.50 0.00 10.00
IRESROUGH FLAT RATE 1. 00 55.50 55.50 0.00 0.00
PRIF FLAT RATE 1. 00 1261.00 1261.00 0.00 0.00
RESC/O FLAT RATE 1. 00 53.50 53.50 0.00 0.00
RESPLAMEND FLAT RATE 1. 00 133.50 0.00 133.50 0.00
RESSINGLE SQUARE FEET 4,386.00 827.60 827.60 0.00 0.00
---------- ---------- ---------- ----------
TOTAL PERMIT : 2553.10 2419.60 133.50 0.00
METHOD OF PAYMENT
AMOUNT
NUMBER
CHECK
133.50
12932
-----~------
------------
TOTAL RECEIPT :
133.50
CITY OF CARMELI CLAY TOWNSHIP
BUILDING PERMIT
lOT #:
PERMIT TYPE:
RESIDENTIAL SINGLE FAMILY DWEL
APPROVAL STAMP:
PERMIT #: 07020104
DATE: 02/27/2007
RELEASED FOR CONSTRUCTION subj~ct
to compliance with all regulations df
State and Local codes '
DEPT. OF COMMUNITY SERVICES I
CITY OF CARMEL / CLAY TOWNSHIP
INDIANA
CONTRACTOR:
TENANT:
RYLAND HOMES
PROPERTY OWNER:
SITE ADDRESS:
SUBDIVISION:
ZONING:
RYLAND HOMES
3910 DOLAN WY
CLAYBOURNE
Sl
POST: MUST BE VISIBLE FROM STREET
This Building Permit must be posted with this side visible from the street prior to
inspections and must stay posted until ALL inspections have been approved.
ANY FAILURE TO COMPLY WILL RESULT IN A REFUSAL OF INSPECTION.
NOTICE:
CONSTRUCTION IS NOT
APPROVED FOR OCCUPANCY
UNTIL All INSPECTIONS
HAVE BEEN APPROVED
The Carmel/Clay Zoning Ordinance provides for a
penalty if any construction is continued without
having anyone of the following inspections
scheduled, performed, and approved. This penalty
will be based on the fee structure in Ordinance Z-
289, as amended. This penalty also applies to any
construction that is found to be OCCUPIED before a
Certificate of Occupancy is issued.
This is to certify that a building permit has been issued on this new construction in
accordance with the Ordinances of the City of Carmel/Clay Township.
DEPT. of COMMUNITY SERVICES, BUILDING & CODE ENFORCEMENT
One Civic Square, Carmel, IN 46032 (317) 571-2444
~~
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ScmeicIer
The Schneider Corporation
8901 0liJ Avenue
Historic Fort HmillOD
lndhmapolltl, Indiana 46218-1037
317-826-7100
317-826-7200 ru
Ena1n",""
-.JlnIl
Landscape Arehlleclure
GIS 'US
Geolol1
Note:
This drawing is based on construction pions or record
drawings, and is not based upon 0 field survey. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediately. faning to do so
results in the contractors assumption of all liabmty.
Note:
The basement elevation, depicted hereon, has been determined and
based on the pod 1J'odes rxtd/<< contOUf"!l token from the construction
ploos for this subdMsIon. Unlest stated. no information ciKlut
fluctuating woler tables, sol conditions, or sol twes hCJ3 been
provided or slated on sold pions. Thl!l lot Is located near a body of
waler. lot or sol conditions may require thai the basement floor
etewtlon be held 2 foot above normal pool elevation. Site nvestigollon
may be needed if waler Is encountered durilg the excavatIon process
or If other known water elevation or sob conditions ore present
Inve!tlgatlon and any remedld procedures Is at the discretion of the
bulder to delermlne ood toke OJ)pI'oprlate steps of octron. If any
ground water Is encountered dumg excowtlon the bulder Is
encouraged to contact The Schneider Corporotloo to discuss possible
course! of action.
This Plot Plan Prepared For. R.H. of Indiana
Lot # 209 , containing 13,983 S.F.:I:, in
Oa)boume
Section I 3
INSlR. I 200400080247
P.C. I 3, Slide I 533
HomOton County, Ooy Twp
Sec 30, TIaN, ROJE
3910 Dolan Way {lo'R/Yf)
Carmel, IN 46074
Prepared Dote: 02/01/07 : By: AMA
Proposed Buyer(s): INVENTORY
Community Restrictions:
Side Yard = 5'
Rear Yard = 20'
Aggregate: 10' (B.H.)
Zoning = 51
R.H. of Indiana
Finished Floor Elevation Information
Pod Grode = 914.7 per plan
pod Grade + D.7' : Garage FFE (915.4 )
Garage m + 1.5' = Residentioi FFE (916.9)
.~esidentiol FFE - 9.0' : Basement m (907.9)
DRIVEWAY SlOPE : 5.1~
o
~
=.R1=
\
\
\
\
o
;Assumed. North,
Scote : 1 = 30
Lot # 209
Vb07.0067996
. FLOOD HAZARD STATEMENT
CERTlFICA TlON
,\I\\\\\\\llilllll1l1/11111
;$:-\l"c. L I' ~%
# ~J ....,,,:.....v;p{/~
ff ~..{G\S TE:~~...........o%:
1'(....Oc No. 0.......('\
Plot Plan Legend
(]iQii]J Proposed Grades
000.0 Existing Grades
_000.0- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer lines
-...- Stann Sewer lines
- \I - Water ServIce lines
- - - - - - - Sub-Surface Drain lines
. Monh~. (Sanitary Q( Storm)
. Beehive Inlet (Storm)
IlIII Curb Inlet (Storm)
o End Section (Storm)
..... Fire Hydrant
-- , Q " -- " 0 0 -_ Flow UM of !lwale
- Bund~g line (BL ! BSl)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC: 915.27
Downstream Manhole, TC:914.05
per record drawing
Note: Sump pump(s) 10 be
placed by buader as needed.
DetaR of Ground/ Storm
Woter flow pattern for
Indtvidud lots.
Note:
The contractor Is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
Sidewalk to be placed
l' from property line,
11' ~orn bock of curb,
per pion.
Note: BuHder ta ensure positive
drainage oway from structure(s}.
Ground Cover Calculations:
Drive : 803 SF f
Pubiic Walk : 294 SF f
Private Waik : 97 SH
H)'lroseeding : 7.796 SH
Sod: 427 SYf, ~orn
Rear of residence.
Optional Sod Package
H)'lraseeding : 3,296 SF f
Add!. Sod Pkg.= 500 SYf, to
optional sod line
,
,
z"'z ~
/~~ ~
, ~~
~
~v
-(~ ~>
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to ~z
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT lie within that special flood hazard
zone AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19, 2003.
SIGNA lURE :
DATE:
,
Note: Per Corm~ zoning ordinance 2H 1 :
The residential district limits height tal
twenty-flve feet (25'), however 0 dw~iing may
be ~creosed in height to thirty-five feet (35')
pra>Med the side and rear )G"ds are Increased
on additional on. foot (I') for each one foot
(1') the structure exceeds the first twenty-flve
feet (25') ~ height.
SIGNA lURE REPRESENTS CON~RMAnON Of RECEIPT Of PlOT PUlN BY CUSTOI/ER.
IOiU; "002 15: 44 FAX 1:ll7738:l440 lJAVIDSON INlJ ~ RYLANlJ 141002/010
~ DATE 1 a/2a/a2P AGE lor,
U ORDER DATE // ORDER #
D I ENG. RECEIVED // j
SCHLD. PROD. DATE // SALES REP John Boeke
SENT TO SAWS // BY DATE
DELIVERY DATE /1 CUTTING JJ2 10/28/02
RYLAND HOMES
,
? 7400 NORTH SHADELAND AVE.
.
T INDIANAPOLIS, IN 46250
.
LOT#
,
~ SUBDIV:
,
Speciallnslructions:
,
.
MOOEl; HAWTHORNE EL:C
STANDARD
I:b Nolos: JiANG SHEATHING '" BELOW BOTTOM CHORDS OF ALL GABLES
ROOF TRUSSES
I PROFILE OTY PITCH TYPE BASE OIA LUMBER OVERHANG NOTES I
PLY 'TOP BOT to SPAN SPAN TOP BOT lEFT RIGHl
~ COMMON 2X412X4 I
23 7,00 0.00 A 27-00-00 27-00-00 00-11-0'1 00-11-04 I I
~_L-._.
.1111Tlhh- I I I I GABLE J I I I II IBNOTES: W/.120R EllUENRGY BRCE
__~~_~7-00-00~~OO-11-04 _
~~ J~~ COM~~_O:~_~l,(JO_OO Lo-oo.oo 12 X 412 X 4b~~d____~~___~.._.,__u._______
_ ~ ~~;~ON 1.~'07-00 1,9-0-'-00 ~ 100-1,.0'1 I
~ ! 1 I I GA8LE I I I I I I HNOTES:,24.0D)I]6.00RoughOpfJl;ngWI.12DMBlUENRGYBRCE
_~~------.tt_J2Y-I)O.DO ~OO-11-04 00-11-04
~ L,J 12001 0001 COM:~ 17110B 2XIl 2X400-11-04 00-11-04
A I ~ 1'200~ GA~LE 1~:11'OB 17.11-0' 2X' 2X' 00110,100.1104
~ .2~fY 12.00 0.00 GIR~ 2XB 00_11_04 00-11-04
~ 3 12.00 0.00 COM;ON 1U~f 10-03-0B ~OO-1"o410o-11-o41
Al'h I I GABLE X NOTES: WI.120. BtU ENRGY BRCE
AillIh. 1 12.00~ X
~ I~ CO~~ON
. GABLE
DD
I
I
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~., \ IOVI ~ un" 1(\'-.) T ...'nr->l\llr\OV'_'I."1I \'"
10/28/2002 15: 47 FAX 1317738.1440
DAVIDSON IND
~ RYLAND
141010/010
Joh IlrUSS
RYfiWLHr;~_
Davidson Ll!rnher Co. Ffan~!in IN 4fi131
Tru!'>$Type
o~
Ply
RyLAND HA
ORNE.C STANDARD
COMMON
lionaJ
5.000 S Jul 23 2002 MiTek InClustries, Irn::. MDIl Oct 28 13:05:437.002 Pil9l" 1
1-0-11-41_______ 5-4-0_
0-11-11 5-4-0
10-8-0
5-4-0
,'1-7-4 j
0-11-4
4x6=
5Ci'lI<;l'" 1:31.
c
12.00[-12
!B
D
.;,
#
/::/
~.
~~ B /~_____
'" /' M------_______
A//i?J
~~/ ::J.~I\ //
r
2~1\ II
1______~-4-Q._
5-11-0
10-8-0
5-4-0
P'al~ Ollse's )(,
8:0-1-90-1-11 O:0-1-90-1.t1J~___=
SPACING 2-0-0
Plale~ Increase 1.15
Lumberlnneasc 1.15
Rep Slre55 Inc. YES
Code UeC97//lNS19S
051
lC 0,23
Be 0.21
we 0.07
IM;}!.ix)
DEFl :11 (tOC)
Verl(LL} .O.OJ 8-F
Ver1(TL} -0.04 B-F
Hor7(TL} 0.00 0
lsllCllMinlldell'" 360
Ilden
>999
:>999
""
PlATES
Tl20
GRIP
245/193 I
1
i
--~-------- -I
i
i
I
,
LOADING (p:o;f)
ICLL 20.0
reDl 6.0
BeLL 10.0
BCDL SO
Weight 511b
LUMBER
lOP CHORD
BOl CHORD
WEBS
2X4$VPNo.1
2 X4 SVPNo.1
2 X d SYP No,3
LOAD f"..ASE(S,
$l;lnc;nd
BRACING
TOP CHORD
Sheiillhed or6.Q.Ooc::purlin:o;
80T CHORD
Rigid ceiling direcHy applied or 10.0.0 IX bracing
REACTIONS (Ib/size)
8 507/0-3-8
D 507/0.)-11
M:1lHor-z
B -t71t(loaOcasl! 5)
Mi.!_ Uplin
B .1!1S(load~sP.' 7)
D -1a.5(I03dCl!lse 6)
Ma.Grilv
B S07(lo~c"sP.' 2)
0 507(load case 3)
FORCES (Ib) - firsllnad Case Only
TOP CHORD
A.8 = Ja B-C ..0182
CoD = -462 D-E 38
BOT CHORD
~H 257 Q.F 257
WEBS
C-F 207
",\\\\I1IHI//f111.
~... \. H ~~'"
#- ~ . e,^~
~ ~"""'~.'d' ~
~ J' ~\STe"2 ~ \
~O ~NO.~ Q);:
:: -, l :!:~~6~ j ;:J ==
\~,-~hj
~ __6~
~1. ~IONAL ~....-:\...,~
~~:/'" ~
OCT 12 8 2002
NOTES (5)
1) Wind: ASCE 7-911 per UBC97/ANSI95; OOmph; h::.-2511;
TCDL=4.7psf: BCDl=3.0psr; occupancy category II; elD05UIC C;
enclosed;MWFRS gable end zone and C-C ellterior ;zone; canlilever
len and right elpost!d; end ver11cal!el\ and right t!lposed;Lufl1tJ~
DOL'" 1.60 plale grip OOL=1.33. This truss is desiyn~d for C-C for
member'" and loree" and ror MWFRS for reaclions specified_
2) Des;gn IO;ld is based on 20.0 psI spoclfiad roor ~now load
3) Unbaf.lrlcl!d ~now 1o<Jd!l. MvA beRn considered for" this design.
4)- PrO"lOl! mect'l;olrncdl connection tby others) or ltuSSlo bear!"!1
pial!! c;:lpable ofwilhSl3nding 1851b upHfl al j01n18.;tnd 1fl51b uplift
atjointD
SIll the negalive reactions shown Ofllhe "M<u: Upll/r" line of Ihe
""REACTIONS" secl104"l of this drawing are lor 10aO caSl!S 4, 5, 6,
7. or 8 Hlen 111~y art! the resut1 01 wind Io;id cases aM ll1e
"Provine mechanical connection. .. 10 -. . Yl'ilh~lanrj XXX!b uprm .
" nOle in the "NOTES' secUon 01 this dr.Iwing may be
disrog;lfded whP.ll!;I ci'lf!.ck of the building tode roollie,dewn
~l'tli[Jn does not r"Sl,1l in Inf!' refluir~l'n!lnf of rool 'irl~
10/28/2002 15:46 FAX 13177383440
DAVIDSON IND
~ RYLAND
@009/010
.Intl T'lIs_~
Truss fype
I~Dl y RYw.,lD HAWTHORNE-C STANDARD
L JEflllcN1)
5.000 s Jul23 2002 MiTel<; IndvslrJes, Inc. Moo Oct 28 '~:05:50 ltJ02 Page'
RYHWlHOfi W
COMMON
D;:O\lid!;on Lumher Co,. Fr<ll1k)inlN 46131
I-U-11-4t_
0-11-11
5':!:.!L
541-1?:
,-
10-3-8
5-'-12
t11-2-121
0-11-4
I
?c~e" 1:31.41
~1l6 :::;
D
120:1f17
7~4 :1
/~
e/
/.
~".
, .
~~:===-~------fiJ-
rx1 Jx4'i
[5$] "
4~r; II
I..
5-1-12
----_.._---~+--
5-'-12
-.10-3-8
5-'.12
-[
Pl;;leDltsels X.
8:0-2-120_0.3. [F:O-3-S,O-O-3]
SPACING ]-0-0
Plates Increase- 1,15
lUnJl>f'rtncrease '.15
Rep Slress Incr YES
Code UBC971ANSI9S
[ CS, OEFL ;, (Ioe) Vden
TC 0,22 Vp.rt(Ll) 0,03 B.H >99q
Be 0.17 Vert(Tl) -0.03 B_H >999
WB 0,07 Hon{Tl) 000 F ,,"
(Maim) 1s1 LC LL Min Ifdc~ " 360
PLATES
lt20
GRIP
245/19:3
lOADING (psI)
Tell ;roo
reDI. 8.0
BCLL 10.0
BCDl 5.0
Weiqh\:56tb
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
LeN 2 X., Syp No.3 2-1-14.
RighI 2 X II 5YP No:1 2-1-14
2X<lSVPNo.l
2X4SYPNo.'
2 X 4 SYP No,3
5) 1l1he neg<llivC! 'eactions shown on the "M:u UpliH" lIne ollhe
"REAC'nONS~ section of this dr;,wlng C1re lor load C:l5es <I, 5, 6
, 7, or " then lhey ..e tlm result of wifld road C;>JS~"1 <100 lhe
"Prov;..Je 'l'lE'cl'lanical connection ." 10 ". . wllhsl;,nd XXX Ib
uplirl. : note in lhll "NOTES" seclin" of lhis drawing ~y be
di~mgardel:l wher'@!'athet:kof lhe bu~r1ing cooe tool tie-down
!ieclion does nof ,esull in lhe H!Quiremenl of rool ries.
-~
BRACING
TOP CHORD
Sheathed or 6-0.0 [lC purlins,
BOT CHORD
Rfgid ceiling direcUy C1pplied or 10.0.0 oc b,::x:ing.
LOAD CASE(S)
Slandard
RF=.ACTIONS
B
F
Mall Horz
B
M:uUplift
8
,
lib/size)
495/0--3-8
4951~_A
176(lo<ldc<l5e 6)
~\\\\\lllll"'lill
I.'~ \.. H II'I.!
#~. eb.~
~ ~~'-~'Il' ~
i!i 0,,0 <;\5 T ~'t..'\ '? 'S'
$0 ~ NO. ~}\\Ji:!
t-'~~~~~04~~O~=' J
~ '-!UfA~ ~
~ n ~!
~ .-fi ~
~/l 1\L \:....~\'-$'
IIIII,!!?~ .
P , OCT t 2002
. 172110ad (;ase 7)
-172{loadc3."" II)
FORCE'S (Ih) - FH"slloacr Ca,>e Only
TOP CHORD
p.,.B 26 B-C -451
C.O = -:"42 D-E .342
E-F = -451 F-G ::'6
BorCHORD
B-H 242 F-H 24l
WEBS
D.H Hln
NOTES IS)
1} Wim1: ASCE 7"98 per UBC97/ANSI9S: OOmph: h"'2Sft;
'TCDl"'4.7psl: BCDl~,Opsf: occup;lnr:y C;1legory II; l!J:ptlsure C:
f>nrJosed;MWFRS gClble end zane :mc! C.C eJ(leriQf zooe; canlile"'er
lell and right el(~ed ; encl...ertiCill len and rlghl exposed;lumber
DOl= 1.60 p1ale grip DOl=1.3:l This truss is desiQned lor C.C for
memtlef'5 and lorces, and fer MWFRS (or reaclioflS specifled.
2) Design load is based on 10,0 p:;f 5petlned rool:snow load.
J) Unb:Jlantt'd snow loads have been conSidered fOf tha ~slgn
A) ?f{}Vide mp.tt>anical connlK.jon (by others) of truss 10 bearing
p/<lle c;]pable 01 wilh,>tandioq 1721b IJpliN at join! B and 172 Ib uplift
:It)oinl F
._-----"----~,--,---~-_._--~ .._~----
10/28/2002 15:46 FAX 13177383440
Job
Trus.<:
Tru"~ Tyr~
RYHWUi06
R
COMMON
D~vidson LlIrtrtJel Co., Franklin IN 45d1......--
-?"f
0-11-4
4.7-10
11-7-10
12.00[11
DAVIDSON IND
~ RYLAND
~008/010
o~
PI,
I
RYLAND HAW1l-iORNE.C STANDARD
2
lional
5.000 s Jul Z"J 2002 MITak Inousl:J1es, tnc Man Oct 211 13:05:49 2fl02 Pag~ 1
!--
B-11-17.
4-4-2
'~-10p
0-11-4
,
Sc;"" 153 1
,
13-3-14
4.4-2
17-11.8
4-7-10
5~G II
o
c '/
y?f;\
~/ Wl
":/
:ilA" .' i-------~1IT------.- ----T~ --R7
d ~f=:----------~_W--&1l----
5dl.:::
,
H
Sd! =
s~ 12 7.a :::: ~.12 II
HH-Q
2-9-11
PI;,I., 01lscTs IX Yl" 10:0-0-2,0-0-21 (F:O.O-Z 0.0-21 -----
r-------------~~~~-~-+__
7.7-2
LOAJJ1NG(psl)
TelL 20,lJ
')CDl II.U
Bell 10.0
SCOl 5.0
SPACING z_u.n
P1aleoo:ll1trease 1.15
lumberlncrl'ilse 1.15
RepSlress Incr NO
COOl" UBC97IANS!95
LUMBER
TOP CHORD
BOT GIIOAD
WEBS
ZX<lSyrNo_1
2 )( II SYP NO.2
2 X" SVP No.3 "ElIteplo
W22 X <I SYP No.2, W2:1 X II SYP No 2
BRACING
TOP CHORD
Slled\\1~ Dr 6-\3-0 DC pllrlins,
BOrCHORD
Rigid cl'.linQ d.r~clly applied or 1O.0'{) Dr: br~ciflQ.
REACiIONS
B
H
"
Ma~ HOr7.
B
M;]~ Upiif!
"
H
F
M<l>l Gfav
"
H
"
(lbl~ileJ
3118-410-]-8
263410.3-6
75110':3-8
-292(IO<'ldc3Se .oil
.1301(!~d ca~ 5)
-109!l(IO:ldC:lS(!1}
-240(lo:ldcase T)
3543(load C<lse 2)
2!lJ4(lotJdcaslJ 1l
79O(Io:'Iri r:~~1! 3)
FQRCES lIb) -F\f!>llu;JoCaseCnly
lOP CHOf.lD
A-B 33 ..C -2129
CuD -2007 D-E -651
U .801 F.G 33
BOT CHORD
S-.! I." '-J 759
H.' 759 ".H "'"
WF:8S
C-J -11'3. Dd 3%1
D-H -2-419 E-H -15!'1
NOTES
1) 2-p1y truss (0 be COf1ner.led loqetner with 0.131.x3" J'lais as
follows:
Top chtlrd.'\ cunnel:;led 3S rO~OW!: 2 X 4 - 1 r<::Nt al 0-9.0 Il{.:.
Bol1o," chords conrmcled as rollows; 2 X 8- 2 rows at ().g.o cc,
Webs cOl1nel:ted as ronows: 2 X <1 - 1 rON al O.g.O DC.
21 Wind: ASCE 7-98 pet UBC91fANSI95; 9Omph: h=15n:
TCDl=4,7pst BCOL=3.Opsf; occupancy calf!1:lory 11; ~IJlOSUrP. C:
enc1osed;MWFRS gab"'! end 'lone; canlilever ~ft and tiqN f!Jlposed
, end ver1k:..llen anrl ~hl eJlposet1;lumber DOL=1.60 pale grip
DOl=l.33
J) D~~ign 10:.<1 is ba:'lM Ol1;!nO p:'il ~~;r,<:"rl "Y:lf ~IXW Io..tj
[-
17-11-1\
7-7-2
CS,
lC 032
BC 0.79
wa 0.67
(M3\riK)
[DEFL
Ver1(ll} .{) 12 B J "9Il8
Ver1(T1..) -018 B J >689
Horz(T1..) 001 f nI;j
15t LC lL MH' lIdoell - 1150
Weight 200 I'b
Ildell
PLATES
1120
GRIP
245/193
In (loel
4) Provide rnedlalic<il 'ol"'''c1ion (by others) of lruss 10 bearing
plale !;apilble 01 wirh~L.,ndlng 13071b u~i" aljoirll B, 109!llb upli"
aljoinl H ,lnd24Qlb IJplitI at join! F
5} Girder c..rrie'!; lie..)" ~p;;m(s): 27_0.0 from (M}.o to to-4.6
lOAD CASE(S)
Sland.1fd
1) Snow: lumber lroease"'1.15,
Uf\lform lD<lds (plr)
Vert"
A-D -55.0 D-G
f.H '" -JO_O
Plal"If'{:rf'<Isp.=1.15
-56.0
S.H
"'-561.2
~\\\\\lI1UI"'l/ll
~,,, \.. H ~'"
,S' 1(\ . 9,:... ~
~ ~.A"'!!-\\.'IS' ~
g cr 'G\ST~"2 ~;~
SO~~ NO. ~ U!:
~""] 60910419 l!:3 ~
a STATE OF : S
~ '~~.j
~1%/"" . ~~~
~IIIIV~\\\' I
r ~'" ~~T 2 8 :2002
10/28/2002 15:46 FAX 1.1177:183440
I~~H:~H-~--l:"'"
1"_"""'0"_"""'''''
I
Truss Type
COMMUN
-9.:llt'-_4-5~--1
0-11-4 4-5.10
DAVIDSllN IND
4 RYLAND
141007/010
'ontfonall I
5.00n s .Iul 23 2002 MiT~k Industrie:"l, Inc. Mon Oel 2a 13:05:472002 Page 1
,
I
I
5<:aI.."'1:S1.
I
JOIy - Ply
, ,
8-11-12
4-6.2
13-5.14
4-6-2
4,,6=
E
RYLAND HAWTHORNE-C STANDARD
17-11-B
4-5-10
'~-10-12
0-11-4
';I
If0~;~~,
C,cf ~
"ffJ
SlA 8 4_____________B"-___________
d i;:/~------- -
5ll.6 II
12.ool...,-y
]ll.40-
Sd\ :::
l---_____j\--=Ll.:L~__
8-1 '-12
PI3leOllsels pc,Y): lJ:O-4-00-J-4j
LOADING (psI)
TelL 2Q,0
TCDL 8.0
8ell 10.0
SeDL 5,0
SPACING 2.0-0
PI<lles Increase 1.15
Lumber lncreasE' 1-15
RE'p Slress Incr YES
Code UBC97/Jl.NSI9S
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
Lelt 1. X <l SVP NO,3 2-1.13,
Rif)hl2 X" SYP NO.3 2-1-13
1. X ~ S'I'PNo.r
2)( <I SYP'No.l
2)(" SYP NeZ
BRACING
TOP CHORD
Shealhed or 6-0_U DC punins.
80T CHORD
Rigid <::emng dirf'clly appli~d or 10--<l-O 0(: b.",cing.
REACTIONS
R
"
M;uHor7.
B
M;u Uplift
B
II
lib/size)
82510_3_8
82S10-HI
-291(loadca!'e 5)
-259(load Cil~e 71
-259(1oaclcase 8)
FORCES (!b) - rirsl LOiJd Case Only
TOP CHORD
A-B 26 R-C -831
CD -7<< D-E -657
E-F -657 FG _7<<
G-H .831 H_I 26
BOr CHORD
B-J 526 H-J 526
WEBS
O-J -179 EJ 539
F-J '"
NOTES (5)
1) Wind: ASCE 1-98 per UBC91/ANSI95; 9Omph; h=25tt
lCDl==4.7p~l: BCDL=3.0pst, occup.mcy l:dlegory 11; e..posure C;
enclosed;MWFRS gable end 70ne and C.C exlerior zone; c;Wlt~ever
len ;md right e:rJXlsed : end lIerticalleft and righl e.:r.posed;Lumber
001.=1_60 plale grip DOL=1,33. This truss Is de"'lgneo lor c.C lor
members and forces, and IOf MWFRS lor reac;Uons spec;irled.
2) Oe:;;gnload is b;J:;~ on 70.0 psI spedfir.d roolsnoYt'Jo.1d.
3) Unb;jI;J(lI;ed :;now IO<lrlo; have bep.n con~iderP.'d k" lhi5 de!i;flf1.
f-
17-11-~
1'1-11.12
5..6
:Ix>!"
OSI DEFl ;" (locI I/den PLATES GRIP
7C 0.21 Vet1(LL) -0,09 8-J >99' "11.20 2AS/193
BC 0.33 Ven(TL) -0.13 B-J >999
W8 0.<13 Horz{Tl) 0_01 II oJ.
(M;Jlrix) 151 LCllMinVden= 360 Weight108lb
4) Provide mf!thflnical connecllon (by olf1ers) of truss tDb!!arin9
plale capable 01 wilhslandlng 259 Ib uplin al joinl B and 2S91b
uplift at joint H.
5) little negaHve rl"O)clloo!l shown on the "Ma~ Up/lit" t~ oI1he
'RF.ACTIONS~ secllon of this drawing <lfe lor lDad c~ses 4, S, ;;
, 7, or e lhen they are lhe resuU 01 wind loOld com'!; and 1hP.
'"Provide mechanical connec;Uoo . : '0 - . withstand XXX lb
uplil'l. .. note in 'he "NOTES' !iiec;tion uf this <<awing may be
disfE'9'arded where a chec~ of the bul!dlng code roof lie-dawn
!;ecUon does nol resull in lhe requirement of roof lies.
LOAD eASEISI
SI.and:Jrd
~\\\\"\ILH""",,,
~~~ \... Hel:~
,$' ~-~''iP ~
~ ~0 c:.\STE~ ~ ~
==0 ~NO.~ Ill;:
==.., _ 60910419 ::l ::
~ ~ATE OF ::
- -
~ ~~ ~
~, _.WI\' ' ~
%.~ _6~
~'/118IONAL 'i:.,",~\\-:<
~/Jo~\\\
OCT
I
8 2002
10/28/2002 15:45 FAX 13177383440
DAVIDSON IND
~ RYLAND
@006/010
};;b~--Tru%
Truss Type
I~'
Ply '\'lAND HAWTHORNE-C STANDARD
RYHWlH06 Gl
COMMON
Davidson Lumbel Co, Franl<.!fn IN 46131
IJ ion,,1
5,000 s -tu12J ZO02 MlTek IndustrieS,Ir><:. MOM Od 28 13:05:45 2002 Page'
1-
1-8-10
4-8-10
9,7-0
4-10-5
14-5-6
4-10-6
19.7-0
5-1-10
~O-6-f
0-11-4
4x6:::
Sc31e::- 1:55.
o
5.!l1l
B,
,,001i2 /~
Z~4 ~ / /
;;(
/~L/
1 ~Vc-- --Cc"_~.C J~ .
H
4.6:::
4.~ 'l
S~I\ :;;:
9-7-0
9-7.0
__!.~:? -0
10-0-0
Plale Oflsels )(,
A:lJ-J.Il,Ed e. FO.5-2.o.0.tQ IH:O+O,O-J.41
I
J
I.OADING (psi)
TelL :20_0
leDI. an
BeLL 10,0
BCDL S,U
SPACING 2-[)-0
PI;!l!!S IncreOlse 1.15
lumber IrlCre:;!se 1.15
Rep Stress Intr YES
Code UBC971ANS195
05'
Te 031
Be 0.41
we 0,56
(M;}llll)
verL 'n (Ioc:)
VI'!l1{ll) .Q HI F.H
Ven(TLJ ,0,27 F-H
Horz(TL) 0.Q2 F
151 LeLl MlnlldeJI=360
Ildell
"999
>851
""
PlATES
TllO
GRIP
2451193
We1ghl:1131b
LUMBER
TOP CHORD
BOT CHORD
WEBS
SLIDER
lr.N 1>!nSYPNO,12_2_11
2 X 4 SYP No,'
2X4 S'rPNO.1
2 X 4 SYP No.2
5) If lhe neg3ltve reactions shown OJ! the ~M;llI Uplilr line 01 the
"REACTlONS. section of lhlsdrClWinQ are for loaclcases 4, 5, 6
, 7, Of e Uleo they iJre Ihe fesull of wind load cir:les and the
"Provide mel':tmnical connection ,"10"" with51iJnd XXX Ib
lip/in ." notl! in lhe .NOTES~ section 0' Ih;s dr..wiog mllY be
disrc-g;Jrded whf,ofl! OJ c/leck ollne bu~ding r:ocle roof jifl..{jown
sectionrtoes not resull in lherequiremenl oIfoof ties
BRACING
TOP CHORD
Sheathed ex- 6-0.0 ex; p..tf1.,s.
BOT CHORD
Rigid certlng rjj~l1y applied or lO-Cl-O oc bra~ing
lOAD eASElS)
Standard
REACTIONS
A
F
M3MHon.:
A
MiJM UpliH
A
F
834fO.3-B
898.10-3-8
(Ibr'size)
-3J.4(JD;Jdcaslt 5)
-226(foMc3'S1! 5}
-288(load Cil~e 6)
FORCES (Ib)_ Frsl Load CiJse Only
lOP C\-1ORD
A-B -903 B.C . .608
C.D .719 D-E .726
E-F -R99 F_G "
BOT CHORD i
,A.H S72 F.H '89
WEBS i
C.H .169 D-H 60' OCT 2 i8 21102
E-H .215
NOTES (5)
1) Wlnd~ ASCE 7.9S pet UBC97/ANSlns: !)(lmph; h"'25~;
TCOL~4,1psf: BCDL=3.np,,: OCCIJp.:Jncy QlegrYY II; lIJpcK:llr*, C:
l'"clo$ed:MWr=RS gab/a flnd zone ,;lnd C-C e.terior zone; c;mt"e...~
len and right exposed: end veT1icalle" and right eJposed:lIJmber
DDl=,.vO p1C11o grip DOl=1.3J. This truss i5 designed for C-C lor
members and forces. and for MWFRS lor re~lilJlls sp&ilied.
2) Design load Is ba5e<l 00 20,0 psI spt!Cified 1001 snrm load.
J) Unbalanced snow toads niIVe been considered 10( lhi!! design.
<l) Provide mechanical coom!Clion lby others) 01 truS!l to bearing
plale c:-!pahle ol....;ll'~landlng Z261b vpl;" al ioin1 A ;!I'd 2!l8lb u!?liIt
aljoinlf7
10/28/2002 15:45 FAX 13177383440
DAV[DSON INIl
4 RYLAND
Ii!I005/010
L~--JT","
RYHWlI In!'; G
~Davjd.';o" LLJlT'ber Cu. Fr;mklin IN 46131
I Truss Typ"'-
I COMMON
I
[jPIY
, ,
olional
5.000 ~ Jut 23 2002 Mrrl!k Indusll'ies, Inc.
RYlAND HAWTHORNE-C STANDARD
Moo 0"" ""5:<5 ,"~2-P>ge i-I
I
,
5<:,',= ""J
I
I
20-0-0
5-1*10
2?-l1j'
0-11-4
-~
0_11.4
5-1-10
5-1-10
10-0-0
4_10_6
14-10-6
4-10.fi
.h6::::
D
,../ ,~"'~~
c t:/ " E
~" 'RT-
~~, ~
~ ~ f/
~A B /~~_____R' /
2//~7 ...-.--
V "~6:c:
17 00 !12
H
4~6 ::::
I I
I i I
I
PLATES GRIP I !
TI20 2451193
, i
Weigl'1l:111'b I
B'
5~!I ::::
I_____--.!Q-O-O _~_--------+
10-0-0
20-0-0
10-0-0
~ileOI!sel5: X
~OAD1NG (psI)
TelL 20,0
TCDl (lO
BeLl. 10,0
SeDL 5,0
LUMBER
TOP CHORD
BOICHORD
WEBS
B:0-6-2 0-0.6 Jf:O.6-Z O.Q-6 . IH:O-4-fl 0-3-41
SPAClt-lG ;:>.0-0
Plates Incre3~e L 15
Lumber Incrc"'~e 1.1'>
RepSlress Irn:r YES
Code UBC97IANSI95
~IOU" --..-
Be 0.45
WB 0,57
(M;:llri~)
DEFL
Vert(Ll)
Ve.\(Tl)
Hor7(1l)
lslLCI.I
in (locI
-0.17 r.H
-025 S-H
O.U7 F
Minlld..n '" 360
lIden
"'999
,..g:m
""
2X4SVPNo,1
2X4SYPNo.l
2 X 4 syp NoZ
lOAD eMflS)
Slilooard
BRACING
TOP CHORD
$healhr.rl or G-O-Ooc pullins
80T CHORD
Ri'Jid ce;ling <1i,('clly "'PrJlI~d nr 10.().{) oc N<ltinq
REACTIONS (Ib/size)
B ..
F ~
901110-3.8
908/0-3.8
Ma~ Ho.T.
B =
M::t~Uplir\
B =
F =
320llo;Kjcase 6)
-291(1000 r.as~ 7)
-291(lo<ldcase BJ
~\\\\\lIlHI/",111.
.,s.'~' H9'1.J~
~ ;:(\..... '2 ~
;f f/)-Q .ST'~~~~
Sf'.J (3'\ c;:'~:'II 7~
==0 '<I NO. "<0 ~::::
~..., t'609'04'9 g
\~~~F J
~ ~
~'1. lQ1lp..L ,,"$.
~IIII'~'~ .
r
OCT 2 8 2llO2
I
FORCES (Ill) - Firsllo3d Case Only
TOP CHORD
A-B ~ " B.C . -917
c-O . .745 D.E . -745
EF ~ .917 F.G = 3R
BOT CHORD
BH . 601 F.H - lID'
WEOS
C-H . _215 OH = M'
EH . _215
NOTES (5)
tj Wind: ASCE 7-96 per UBC97/ANSI95; 9Omph; 11'=:251\;
TCDl"'4.7psl; BCDL=3.0p-5t, ~\)anc:y r.aleqor)' It e:JpclSUfl! C;
enclosed;MWFRS gable end zone and e-C olll!'tior zone; Ciln\~eVer
len "I'd righl f!Jlposed ; end ver1icil! lell. and rig"l e_posed;lufTJbft
DOl"1.00 p1ale grip DOl=1,J3. This lrus-515 designed for Cor:: lor
m!'!mbets ~nd lorces, and lor MWFRS fer reac:lions spedned
2) Design load is biJ$ed on 20.0 psI speciliad rool sna.-r IOdd.
J) Unt!iJbrll:l!d snow loads h~ve been ronsirlefed lar 'hi" design
.4) Provide mer.hanical r.onnec:!jon Iby others} of If\lss 10 beafing
plate capable or withslancfmg 2911b uplift. <Jl joinl El and 291 111 uplift
aljoinlF
5)lf Ihe negalive f!lac1ions shawn on lhe.Max Uplift" line o1lhe
.REACTIONS' section or this drawing :Ire lor load r.<lses 4, 5, 6,
7, or 6 lhen they irl"e the result of wind load cases and the
"Provide mechanic;al confll!ction . .. to~. . owilhsland XXX lh uplill .
"nole in the -NOTES. section 01 this drawing may be
<:!is'<!-9~~o wlm.n ;! ct1oc\o; 01 Ihe builcl":ng code roo::li' li!'_dO-N"
s"r.tinn <1:>('.. nol rl's\lU in Ih" rNllJiremefll of rl'lOll~s.
lO/2R121102 tS: 45 FAX LH773R3440
DAVIDSON [ND
~ RYLAND
IgJ004/0111
I~-
. RYHWU!D\j
TnJr,,,;
IT'USS Type
COMMON
~-
n\'1
Plv
R'1LAND HAwrHO~NE-C STANDARD
A
73
o Ion~
5.000:5 Jul23 2002 MiTelllnduslTies, Inc. Mon Oct 26 13:05:422002 P<llJe",
-f'-=.!l:~
0.11-<:1
----I
13-6-0
6-11.4
20-0-4
6-6."
27-0-0
6-11-12
,\7-11:('
0"11-4
St::lItI= 1;-15__
'Txlll1
"
~
~ ~
Jr:/ f ~~T~
/-
,.,~ -_// I
// w,
~~;
~;;:/
I ~A/~_~_____~
oV' 0<1
100[17
5x8 ~
~
"
4~<1 ~
'h4 :;:
H
3xA ::::
3)1,6 -:::
J.4~
9-1~14
f------
11-1{j-2
8-8-5
27-0.0
9.1.14
-ti
I 1
I
9-1-1>1
Plale Of1sels~~ y~~: IC:lJ-.4-0 o-3-4tIE:~.4-0,l~ 1F"0-1-4 0-0.21
LOADING ips!}
lelL 20.0
TCDL flO
I BelL 10.0
BCOL 5.0
>----
SPACING 2-0.0
Plates lncr1'!a~e '.15
Lumberlrll:Tp.3'>p. 1.15
Rep S!rp.5... lner YES
Cod!' U8C!l7/ANSI95
CSI
TC OA2
Be O<1e
we [U5
lM<llrix)
DEf'L in (loc)
Verl(Lll -0.20 F.H
Vm1(il) .0.30 F-H
HOl7(n) 005 F
ls1lC II Min l/d"~ =. 3fiO
LIden
"'999
.,,,,,
of,
PLATES
TUO
GRIP
2451H13
Wtlighl: l29tb
,
1
LUMBER
TOP CHORD
GOT CHORD
WEBS
2)(~ SYPNo.1
lX4$YPNo.l
;>)( 4 SYP NO,3 'Excepl'
Wll x <l S'(P NO,2, W2 ;> X <l SYP NO,2
S) \1 \~ negative reactIOns shovvn on the 'Max Upljf1" line ollhe
"REACTIONS' seclion 01 lhis dr;:!wing are for load C<lses 4, S,
, 7, c.' e then lhey arp. the resull cl Wind load cases and lhe
"Provide mel:h;mlc:JI connection. ,'10'. . withsland XXX Ib
uplin.. ," f1ule in the "NOTES" secllon of lhis ltawing rroly be
disl..gard..d wh~re it cheel<. of the bu~ding code roo lie-down
sediorl cIoes no! rt"sull in lh1'o requiremerlt 01 root lifts
BRACING
TOP CHORO
S~I!!,']lhl~d or 4.4.5 0\: rJllr1;rls
BOT CHORD
Rigid ceitirH? dlre-ctJy appJicrlor B-10-ll fIl". br~cjnl]
LOAD eASElS I
Stand;arr1
Rf.ACTtONS
B
F
Ma.>c lion
B
M:.xUptiR
8
F
(lb/size)
1209/0-3-8
1209/0-3-t1
251(loadc;;r.;..6)
-4l9(I(J;ldc<l.'ie 7\
-419(kJadcase 8)
'"
1473
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s 0 ~ NO_ 0.. <II ::
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S 5TAlE~F ~= ~
":;~.dl_."" -
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~ ~
~ ~
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V OCT
FORCES (Ih) _ Firsllmcl Casp. Only
TOP CHORD
A.B 75 B-C
CoD '" -1599 D-E
E-F .1716 F-G
BorCHORD
8-J 147:1 I-J
H_I tlA1 F_H
WEBS
C-J -337 O-J
D.II 653 E-H
-l71B
-1599
26
653
-337
NOlES is)
1) Wind ASCE 7-98 per U8C97fANSt9S; 9Ompll: h"'75";
1CDL"',1.7psr; 8CDL"'J,Opsr; occupancy c3legOfy n; expostJ<"t' C;
enclnsed;MWFR$ !r1b1e. e.1'd l:~ne and C-C e>lteria- zone; catlfilever
lelt ;and rl~hll!~posed: end vertk31te/\ and righl exposed;Lurnber
DOl"'1 6n p1:11e grip DOL"'1.33. TIlislruss i!i. desipned lor CC lor
me efS and 10001:1Is. and fa- MWFRS 101" reacliDns 'lI)P.cirlCd
2} Design load is based on 20,0 p.o;f specified roof ~naw load.
3) Unbalanced snow toads have been considered for lhis ~s;gl1,
4) Providl! mechanical connection (by other!;) at lrus'i 10 bearing
plale capable ot wilMtal1dlr>q "19tb uprm ;II join\ B at1d 419lb uptin
"tjoint F
2 81 2002
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