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Town of Montville
BUILDING DEPARTMENT
310 Norwich-New London Turnpike
Uncasville, CT 06382
(860) 848-3030, Ext. 382
Building Permit
Permit Number: B2003-0006 Date: 13-Jan-03 Map/Lot: 037/002-037 Owner ID 2517
Job Location: 40 ANDER E~_N LANE Unit
Job Description: Single Family Residence
Owner: Contractor:
CJT Development LLC JOCA Development
P. 0. Box 294
59 Mirey Dam Road Middlebury Ct. 06762-
Middlebury CT 06762 Telephone: 203 232-5946
Lic/Reg Type/No. NHC. 868 Exp Dater 30-Sep-03
Tenant:
Self
Telephone:
Construction Values Permit Fees Construction Information
Building Value: $152,458.00 Building Fee: $916.00 Use Group: R4
Plumbing Value: $9,208.00 Plumbing Fee: $58.00 Code: 1995 CABO
Mechanical Value: $5,575;00 _ Mechanical Fee: $34.00 Construction Type: 5B
Electrical Value: $10,252.00 Electrical Fee: $64.00 Permit Code: R2
Other Value: $0.00 Other Fee: $0.00 Comments:
Total Value: $177,493.00 CO Fee: $10.00
Plan Review Fee: $91.60
State Ed Fee: $28.40
Total Fees: $1,202.00
It is the owners responsibility to schedule the following insoe ions (minimum 48 hours notice reauired)a
0 Footing - Prior to pouring concrete ❑V Rough HVAC
1 Backfill - Footing drains and waterproofing ❑ Fireplace Throat
0 Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble
Rough Framing Firestopping/draftstopping
W~ Rough Electrical F-/1 Insulation
0 Electrical Service ❑ Final Inspection
Rough plumbing and leak test W/ Certificate of Occupany
d❑ Gas piping and test
Building Official's Signature:
Town of Montville
Building Department
310 Norwich-New London Tpke.
Uncasville, CT 06382
Tel. 860-848-3030, Ext, 82 Fax. 860-848-7231
December 11, 2002
CJT Development LLC
59 Mirey Dam Road
Middlebury, CT 06762
RE: 40 Andersen Lane
We have received a building permit application for the above referenced property. In accordance
with Connecticut General Statute 29-263, your application is being rejected for the following
reason(s):
i . No zoning approval on construction approval sign-off sheet
5. No copy of New Home Contractor Registration
3k No MEC check analysis
4. Engineering data required for roof trusses,
Engineering data required for LVL's ,
~C Fee due $1,202.00
We will keep all documents received to date on file and renew your application when you have
furnished all the required data.
ou,
//Asst. .Summers
ilding Official
Cc: File
m ,
a : Towm of Montville
Building Department Permit #
310 Norwich-New London Tp'ke.
Tel. 848-3030, 1Fxt 82 Uncasville, CT 06382 Fax. 848-7231
One & Two Family Building Permit Application Form
~,,ew l Construction F❑ Addition ❑ Afteration []Accessory Structure
Other
Joky Location LoT~~ ~ Die ~
Job Descrition/Materials C yg° i Je
f!
y J u Q_y_Nitn____ LL. Mailing Address ~ / Tr- I
Owner
city dle~cx,( _ State-_ zip b7d~ Tel~?~3 / 59'_0_ 0
Contractor Mailing Address ~a m e 99L S a_ our
-coca Tel63_r a3d / 5.
City Stale Zip
er
Contractor's License/Registration Type & Numb Exp. Date 0 1
I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the
State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee
and that I am authorized to make application for a permit for such work as described above.
Owner /Agent Signature Date
- Construction Value Fee
Building -
Plumbing - - g
Mechanical ~
Electrical 8 8
Other $ ~ _
Certificate of Occupancy $
Plan Review Fee $
State Education $
Total $
i -
lle Building Department Receipt
Town of Montville
o•;~
4 Date l
From:
Job Address: _
_ Check # ay -b
Cash E
P rlllll
~fi Recewed by
Permit Fee Calculation Spreadsheet
RESIDENTIAL PERMIT CALCULATION (2 STORY)
House Construction A (E=Economy, A=Average, C=Custom)
QTY $/UNIT $/UNIT $/UNIT TOTAL
Living Area 2088 SF $ - $ 70.55 $ - $ 147,308.40
Finished Basement SF $ - $ 13.10 $ - $ -
Unfinished Basement 1008 SF $ - $ 5.05 $ - $ 5,090.40
Plumbing
Full Bath 2 EA $ - $ 3,531.00 $ - $ 3,531.00
Half Bath 1 EA $ - $ 2,247.00 $ - $ 2,247.00
Garages
Attached, 1 car EA $ $ 8,054.00 $ - $ -
Attached, 2 car 1 EA $ - $ 13,676.00 $ - $ 13,676.00
Attached, 3 car - EA $ - $ 18,938.00 $ - $ -
Detached, 1 car - EA $ - $ 10,547.00 $ - $ -
Detached, 2 car_ EA $ $ 15,809.00_ $ - $ -
Detached, 3 car ~ EA $ ~ $ 21,072.00 $ - $ -
Under, 1 car EA $ - $ 1,226.00 $ - $ -
Under, 2 car EA $ - $ 1,673.00 $ - -
Fireplace & Chimney
Prefab 1 EA $ - $ 3,480.00 $ - $ 3,480.00
Masonry, exterior SEA $ - $ 3,555.00 $ $ -
Masonry, interior -Fri $ - $ 3,330.00 $ $
W/2 fireplaces EA $ - $ 2,520.00 $ - $
Dormers
Gable SF $ - $ 22.00 $ $ -
Shed SF $ - $ 15.00 $ - $
Breezeway/Decks
Open 144 SF $ - $ 15.00 $ _ - $ 2,160.00
Enclosed SF $ $ 82.80 $ - $ -
Porches
Open SF $ - $ 56.45 $ - $
Enclosed SF $ - $ 111.55 $ - $ -
Heating Adjustment 2088 SF $ - $ (2.67) $ - $ (5,574.96)
Air Conditioning 2088 SF $ - $ 1.45 $ - $ -
Electrical 2088 SF $ - $ (4.91) $ - $ (10,252.08)
Plumbing 2088 SF $ - $ (4.41) $ - $ (9,208.08)
TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 152,467.68
Is air conditionin included /N ? $ -
PERMIT FEE
Building $ 152,458 $ 916.00
Y Plumbing $ 9,208 $ 58.00
Y Mechanical $ 5,575 $ 34.00
Y Electrical $ 10,252 $ 64.00
Other $ -
C Fee $ 10.00
Plan Review $ 91.60
State Ed Fee $ 177,493 $ 28.40
Total Fees $ 1,202.00
Based on 2000 RS Means Square Foot Costs
12/11/02
t NAW HOME CONSTRUCTION CONTRACTOR
JOCA DEVELOPMENT INCA
PO BOX 294
NUDDLEBURY, CT 06762
7,
LIC./REG. NO. EFFECTIVE EXPIRES
868 10/01 /2001 .11 09/30/2003 A
SIGN
I
i
I
SKATE OF CONNECTICUT
WOPJ-CF S' C:OWENSATION CONMSSION
Building Permit Aftidaivit for P_ ~reY'ty O~aers or SOte Proprietors
(Conn. , ~kn. Stat. 31-286b)
Property located at L,+ 3`7 Y k p> o o a e-,, s c r~ L-4- o s_
In the town of I' V"_TV I I (-t.
Name of building pennit applicant: _ "k-
Please check one: ,
1. i! I am the owner of the above property.
2. I am the sole proprietor of a business.
2A. Name of business
2B. Federal Employer Identification Number
Pursuant to § 31-286b, "a property owner or sale proprietor [who] intemds to act as a general
contractor or principal employer" may provide either a ctrtificate of workers! compensation,
ii=rance or a "swam notarized affidavit... stating that he will require proof of worke&
compensation insurance for all those employed on thejob site in accordance with this chapter."
Please check one:
I . I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
ignaturc of applicant
l
2. I intend to act as a general contractor or principal employer. Applicant must either
provide a certificates of workers' compensation ° ce or sign the affidavit
below.
.
Affidavit
I hereby swear and attest that I will require proof of workers' compensation insurance for every
contractor, subcontractor, or other- worker befog a he/she engages in work on the above: property in
accordance with the Workers" Compensation Act (Chapter 568).
I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a
partnership may elect to-be excluded from coverage by filing a waiver with the appropriate
Distaict Office; and that a soles r of a business is not required to have coverage unless he
files his intent to a v ,
MELINDA L. ROBERTS
S" a of applicant NOTARY PUBLIC
EsT MY COMMISSION EXPIRES OCT. 31, 2007
Subscribed and sworn to before me this day of 200 2
s ..o
(Notary Public/ Commissioner of the Superior Court)
Town of Montville
Building Department
848-3030, Ext 82
®NE & TWO FAMII.1'
CONSTRUCTION PERMIT
SIGN-OFF SHEET
Property Address
Job Description;
The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all
signatures below have been obtained.
HEALTH DISTRICT _ 848-3030-882
❑ Permit _ ❑ Not Applicable
Septic System Date
❑ Permit ❑ Not Applicable
Private Well Date
WPCA DEPARTMENT 848-3030, Ext. 881
❑ Permit ❑ Not Applicable
Municipal Sewer Date
_ ❑ Permit # ❑ Not Applicable
Municipal Water. - Date
DEPARTMENT OF PUBLIC WORKS _ 848-7473
❑ Permit ❑ Not Applicable
Director Date i
- 848-3030, Ext. 81
PLANNING & ZONING DEPARTMENT
i j Permit [l Not Applicable
Zoning Date
❑ Permit ❑ Not Applicable
Inland-Wetlands Date
Town of'Montville
Building Department
848-3430, Ext 82
ONE & TWO FAMILY
CONSTRUCTION PERMIT
SIGN-OFF SHEET
1 -7 (-LO
Property Address
Job Description: C2
~ L ~c,E✓a'^^ ` 02. The owner/agent shall be responsible for the completion of the form., no construction permit will be issued until all
signatures below have been obtained.
HEALTH DISTRICT 848-3030-882
❑ Permit ® Not Applicable
Septic System Date
E] Permit ® Not Applicable
Private Well Date
WPCA DEPARTMENT _ 848-3030, Ext. 881
Permit ❑ Not Applicable
ate
SZ~er S
05
_ ❑ Permit # ® Not Applicable
Municipal Water _ Date
DEPARTMENT OF PUBLIC WORKS 848-7473
1
Director Date Permit ❑ Not Applicable
PLANNING & ZONING DEPARTMENT 848-3030, Ext. 81
® Permit ❑ Not Applicable
Zoning Date
❑ Permit ❑ Not Applicable
Inland-Wetlands Date
WETLAND SCALE: 1"=40'
50' WETLAND BUFFER
BUILDING SETBACK LINE
0---- S S SANITARY SEWER, MANHOLE
Ej- D STORM SEWER, CATCH BASIN
J 1~ h J L JI.J\..J~,,J~ J TREE LINE
- - - -290- - - - (gv" CONTOUR
SF SILT FENCE
~o
FD FOOTING DRAIN
WELL
0 TELEPHONE HANDHOLE e~J
Q CABLE TELEVISION POST T.F. = 474.38
INV. = 470.71
!
D T.F. =474.82
INV. =470.00
0= 56'3944 p FES. INV 463.50
R = 325.00'
T = 175.22'
L = 321.41' r r M~ r/
~Ci• ~r0 /r / r' to/ „ r
Dc OPEN SPACE
:7 / r r r ' r sJ
h rr ° ,f r / t ag r
7~~~ - ! rr Mfr' rN tt `e``'.a 74
INV. =470.6 2' 2ND STORY
OVERHANG
sr 12' x 12' DECK
75 DECK & STEPS
S 'so / r r r t i r /
/1 t t r
r ' i !r
T.F. = 476.25 f ~cj~ r. r ° k1 k~ ~oJ r' i i
INV. = 472.25 ~~p~9 , a~oN ` ` r ry~p X00 ; j co
Lr)
1176
LOT 38 Of, 37/.o~ oo OPEN SPACE
O,OOQ sq.ft.
' 0.459 ACRES r
24' X 24' FUTURE SHED 6o
OR POOL AREA
~ t N
DATA ACCUMULATION PLAN
PLOT PLAN
LOT 37 PINE RIDGE ESTATES
40 ANDERSEN LANE
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP M ON TVI LLE, CONNECTICUT
IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SCALE:1 "=40' DATE: NOV. 15, 2002
BY: BENNETT & SMILAS ENGINEERING, INC.
415 KILLINGWORTH ROAD, P.O. BOX 241
MICHAEL J. B T R.L.S. #10831 HIGGANUM, CONNECTICUT 06441
ORT_LOT37_PP.DWG
. 01
'12/28/2002 17:00 2033786534 STAPLES lFF:CE G'OW FA{!~
v 0 , S
a ,
MECchack COMPLIANCE R&PORT I
1995 CABO Model Energy Code I Permit 0
HECChaek Software Vs.rsion 2.07 I
i i
S Chected by/Date I
COUNTY% Montville
STATE: Connecticut
NSDa 5939
CONSTRUCTIOW TYPE: $i.ngle Vismily
DATE! :L m26-2000
DATE Of PLAEi3. 12/26/02 Quote
TITLE: Kontville 1A
PPOJZCT INFOPM LION;
Single Family Karnes
'Vt
D°Ameto Dr.
Nanto3.las Ct.
COMPANY 34i£OAMAa.T:0IL r.
J.O.C.A. Dev.
P.O. Box 244
Middlebury Ct.
CCM;?T,X►N&-Z,. PASSES
Required UA - 359
Your Home a 33
6.24 Better„ Than MEC
Area or Cavity Cont. Glazing"Door
Perimeter R°'velue R-value U-Value uA
rr
GEILTNiG a 12C 3410 010
Ci17,T%GS 1140 30.4 0.3 ®C
WAL.1s, Wood rrame, 16" O,C. 1632 19.0 0.0 93
GIAZING: Windowa 0z Doors 21$ U.4~0 92
DOORS 54 U.3aU 19
F:OOPS! Over Dhceonditioned space 1144 131..0 0.a 81
FLOOR$i Over Outside Air ''2 30.0 0.0 2
NVAC CQUIPMtENTt F'urnace. 54.0 'rue
"OMPLXANCE STATEMENT, The proposed building design described here .1a;
Consistent with rhe• builds .nq plans, spec:i f.icatien*, and other. c4loul ati:ons
subsi.tted with the per"Lt application.. The prtrposed building has been
designed to meet the requirements of the 1495 CXBO Model energy Code..
1w Uder /Deti ± 7n*r Date
`J
PRIWSaRCE / "J -
14:33
07101/02
2:0Spm
KeyBesm 1 0f 2
Member Data
Desaripton: Member Type: Beam Application: floor
Lateral Bracing: Continuous
Deck Connection: flailed MaMure Condition- Dry Building Cade: NBC
Live Load: 40 pif Deflection Criteria: 11360 live, Ll240 total
Dead Load: 12 pif Fkr+ame. kY88
DOL: 10010/6 Member W ht: 16.2 if
Ikon-standard Loads
Type Trib. Uve D"d
Mescdpdan) 8"In End Width Start End Stwt End DOL
R aoement Un' 0' .00" 33' 4.00" 1040. 320. 100%
7S-0-
7 6 64 -~8R O-.. 81
a
Searings and Reacttons
worst PAM
sv~~ rnna+a, t~l box d Tv ~I~
1 a .0p" Wall ISM 3961# 3323# 940 42e ft
2 7'2.W Wall 3.J0" 1150M 61370 2811#1 119470
3 14'7.3e" VMI 3.50" 929? MW 2270# 10590
4 2/3'11.38" Wall 3.60" 8180 7646# 2000# 9644#
6 2r .38" Wait 3.50" Q26B# 7840 22eft 99108
8 32'19.75" Wall 3.60° 3160 27elo 773# 3Ei34#
Design spans
r x.3s- r 5.00" 4.00" v 1.00/ S1o.38"
Product: 1 3/4" PRYM£,LAM 11 7/8" 2.0E PZY
NIOWablts Sbvs* Design
Morten[ AGwtl Aftul►abls Cepaally location Loading
i&.--- 6696.'# 3=0.,1 19% 3.24' Odd spans 100%
SV~9itJve mwwt 8414.11 33210.19 26% 7,21 Nowt 1 1009$
Man. Reactiar► 4760.# 11
.36W IM99+ 846.# 40% 6.48' Adjitcm 1 1loo%
00% LL Uetlecbort 11947, " # 16819.0 TWO 7.2' Dead load TL 4380"* Ow 3.24' Odcf S$1009~v
M W~ AOmy w b7lRiwairlQ W r11kw CN~1YPs
sow awkar
M-r- as my p er,
(C)fDr9,2d0~ by K""* Enowo , Mc ALL Rxmrs RESERver). 4F SCr OOttII
'J2GG I F~ ♦B6s29
TOTAL P.01
Jo c Truss russ Type Qty Ply Lenihan Lbr.- J A Job 1-30-03 OCM
14406428
297580 001 FINK 17 1
(optional)
WOOD TRUCTURES, BIDDEFORD, ME. 04005, WSI 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Wed Jan 22 10:40:07 2003 Page 1
X1-0 7.8-7 1 15-0-0 22-3-9 30-M - 31-0-p
1-0-0 7-8-7 7-3-9 7-3-9 7-8-7 1-0-0
5x6 = Scale = 1:67.6
8.00 12 5
3x4 3x4
2x4
4 62x4
3 7
8
9 R
1 2
0
4x6 = 11 10 4x8 =
5x6 = 5x6 =
10-M 20-M 30-M
10-M 1040-0 10-0-0
Plate Offsets (X,Y): [2:0-0-0,0-0-41, [8:0-0-0,0-0-41,[1 0:0-3-0,0-3-01,[11:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loci 1/deft PLATES GRIP
TCLL 42.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.23 8-10 >999 M1120 169/123
TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.46 8-10 >772
BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.08 8 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 114 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 3-0-5 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF-S Stud *Except*
5-11 2 X 4 SPF 1650F 1.5E, 5-10 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 2=1863/0-5-8,8=1863/0-5-8
Max Horz 2=225(load case 3)
Max Uplift2=-165(load case 4), 8=-165(load case 4)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=54, 2-3=-2563, 3-4=-2251, 4-5=-2044, 5-6=-2044, 6-7=-2251, 7-8=-2563, 8-9=54
BOT CHORD 2-11=1957,10-11=1310,8-10=1957
WEBS 3-11 =-613, 5-11 =878, 5-10=878, 7-10=-613
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 5 mi from hurricane oceanline, on an occupancy category 1, condition I
enclosed building, of dimensions 45 it by 24 ft with exposure B ASCE 7-93 per BOCA/ANSI95 If end verticals exist, they
are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The
lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 2 and 165 lb
uplift at joint 8.
4) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD. CASE(S) Standard
~ >>at111tT ro nJ~rUrri s
F Lt7~'y '4
y c <Rt} ~C? l%
No 1815_
-ENS
idiludly
AWAWNO - weft design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE ASE.
Design void for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Nil
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance
regarding fabrication, qualify control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-69 Bracing Specification, and HIB-91 M ITek®
Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'OnoUlo Drive, Madison, W153719,
Job Truss Truss Type ty Ply enihan Lbr.- J CA Job 1- - OCM
14406429
297580 002 GABLE 2 1
(optional)
OOD STRUCTURES, BIDDEFORD, ME. 04005, WSI 4.201 SR1 s Oct 17 2 -02 MiTek Industries, Inc. Wed Jan 22 10:40:08 2003 Page 1
1~ Q 15-0-0 30-0-0 31-0-0
1-0-0 15-0-0 15-0-0 1-0-0
4x4 = Scale = 1:67.6
8.00 12 9
8 10
5x6 ~i 11 5x6
7
6 12
5 13
4 14
3 15
1 2 16 r
0
3x4 = 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 =
3x4 = 3x4 =
10-0-0 20-0-0 30-M
10-0-0 10-M 10-M
Plate Offsets (X,Y): [6:0-3-0,0-3-0), [12:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 42.0 Plates Increase 1.15 TC 0.11 Vert(LL) n/a - n/a M1120 169/123
TCDL 7.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 0.00 1 >999
BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 16 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min 1/deft = 240 Weight: 155 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF-S Stud "Except" WEBS 1 Row at midpt 9-25, 8-26, 10-24
9-25 2 X 4 SPF 1650E 1.5E, 8-26 2 X 4 SPF 1650E 1.5E
7-27 2 X 4 SPF 165OF 1.5E, 10-24 2 X 4 SPF 165OF 1.5E
11-23 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 2 = 283/30-0-0, 28 =10/30-0-0, 22 =10/30-0-0, 16 = 283/30-0-0, 25 = 205/30-0-0, 26 = 233/30-0-0,
27 = 240/30-0-0, 29 = 224/30-0-0, 30 = 239/30-0-0, 31 = 204130-0-0, 32 = 332/30-0-0,
24 = 233130-0-0, 23 = 240130-0-0, 21= 224/30-0-0, 20 = 239130-0-0, 19 = 204/30-0-0,
18 = 332/30-0-0
Max Horz 2=-225(load case 2)
Max Uplift2 = -63(load case 2), 16=-17(load case 3), 26=-36(load case 3), 27=-52(load case 4), 29=-42(load
case 3), 30=-38(load case 4), 31 =-41(load case 3), 32=-48(load case 3), 24=-30(load case 2),
23=-52(load case 4), 21 =-42(load case 2), 20=-38(load case 4), 19=-41(load case 2), 18=-47(load
case 2)
Max Grav 2 = 283(load case 1), 28 =10(load case 5), 22 =10(load case 6), 16 =283(load case 1), 25 = 205(load
case 1), 26=242(load case 5), 27=240(load case 1), 29=224(load case 5), 30=239(load case 1),
31 =204(load case 5), 32=332(load case 5), 24=242(load case 6), 23=240(load case 1),
21 =224(load case 6), 20=239(load case 1), 19=204(load case 6), 18=332(load case 6)
FORCES (Ib) - First Load Case Only
TOP CHORD 1-2=52, 2-3=49, 3-4=-98, 4-5=-86, 5-6=-86, 6-7=-85, 7-8=-86, 8-9=-84, 9-10=-84, 10-11 =-86,
11-12=-85,12-13=-86, 13-14=-86,14-15=-98,15-16=-117, 16-17=52
BOT CHORD 2-32=28, 31-32=28, 30-31 =28, 29-30=28, 28-29=25, 27-28=25, 26-27=25, 25-26=25, 24-25=25,
23-24=25, 22-23=25, 21-22=25, 20-21=28, 19-20=28, 18-19=28, 16-18=28
WEBS 9-25=-165, 8-26=-192, 7-27=-206, 6-29=-191, 5-30=-195, 4-31 =-176, 3-32=-262, 10-24=-192,
11-23=-206, 12-21 =-191, 13-20=-195, 14-19=-176, 15-18=-262
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top 1~,1111111r1Tt1llli
chord dead load and 5.0 psf bottom chord dead enclosed building, of dimensions 45 ft by 24 ft with a p5 mi from hurricane oceanline, on an osure B ASCE 7-93 per BOCA/ANSI95u If end verticals exist, they I atY/~/~ryi
are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The S g1j^.L
lumber DOL increase is 1.33, i
3► Truss For studs exposed to wind (normal to the face), see MiTek
P designed for wind loads in the pane ofli thincrease e truss o r only. 3
"Standard Gable End Detail"
4) All plates are 2x4 M1120 unless otherwise indicated. _ ~
5) Gable requires continuous bottom chord bearing. f f
6) Gable studs spaced at 2-0-0 oc. No. i 215
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 2, 17 lb uplift
at joint 16, 36 lb uplift at joint 26, 52 lb uplift at joint 27, 42 lb uplift at joint 29, 38 lb uplift at joint 30, 41 lb uplift at joint
31, 48 lb uplift at joint 32, 30 lb uplift at joint 24, 52 lb uplift at joint 23, 42 lb uplift at joint 21, 38 lb uplift at joint 20, 41 ~.~i,SSJO •
lb uplift at joint 19 and 47 lb uplift at joint 18. >>~rt NAL
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
4&wARNING - very design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. MH
Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and is for an krdMdual building component to be Installed and loaded vertlooly. Applicability of design parameters and proper Incorporatlon of component is responsibility of building designer - not truss
designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability dullna construction is the
responsibility of the erector. Addltionol permanent bracing of the overall structure b the responsibility of the buitding designer. For general guidance
regarding fabrk:atkm, quality control, storage, deUvery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MITek®
Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrio Drive, Madison, W153719.
I
Job Truss Truss Tyke oty Ply
• 1~1~CKS 824 FINK 1 1 NEW STOCKS
WOOD STRUCTURES INC. 3.300 0 3" 201 M Mir *Irm. F 0-b 0113 1 j
• -i 2
14-05-¢0 17,0-0
1040
1-0-0 6-9-0 6-3-0 640
4x4= ~~•~*~Ot ti~~~~~~iw
•04
- . •
H OF Mqs 8.00 12
9
boa STEPHEN W. ~yGN 1.5x4 :~~,n N0 131flZ
R 1.5X4 FC" QCENStt •
CABLE 1-04 2 •
0-®s BLE 4 S
u~
CIVIL .o No. 31927 0 ~ ,,1'''~10h,AL +,i,`
9 `
` SfOi'A,
~I 8 7 6 I~
1 5
46 _ 3x4 = 3x8/M20H = 3x4 =
44
= .
748-0
7-" 6tt0 7-6 0 ~
'Plate oRsMs my): (1:0-0-0,0-Uj, (3:0-0 Qa1-01, 15:0.1-2,0-0-01,[6:0-1-0.0-1-81,(8:0-1-0,0.1-81
LOADING (psf) SPACING 2-" CSI DEFL (in) (loc) Udell PLATES GRIP
TCLL 42-0 Plates increase 1.15 TC 0.85 Vert(LL) 0.42 716 673 10120
9/146
TCOL• 7.0 Lumber increase 1.15 BC 1.00 V 1
BCLL 0.0 Rep Stress Incr YES W13 0.47 ofz(7 ) ) 0..06 59 7l5 479 M20H(20g(209a) 1449/109
BCDL 10.0 Code TPI (Matrix) Min Lena thI LL deft 240 N0- W
eight 81 (Ibsj
LUMBER BRACING
`TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 2-9-2 an certer'pudn spacing..
SOT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid eeW4v dke* appfi4 or 10.00-00 on center bracing,
siY ;WEBS 2 X 4 SPF Stud
REACTIONS (IbVsize) 1=1673!03-8,5=1673/0-3-8 9~ NEj~` '-y~
MaxHorz 1=-75(loadcase 2) N`t~~1t111111~/~~!
FORCES - - • ~~ys ~w `iiii ' Of 4 !!j!
CHORD 1-2--2470,2-3=.2236.34-2236, 45=2470 tV -STEPHEN w' • ~ ~P-wwi -•+~'~4~~ ~A
4OTCHORD 5.6-1938, r-7=1205,7-8-1205,1-8-1938 C A B L:E R ~ rn1
Z ql1
WEBS 2-8=-561,3-8=1003,3-6=1003,4-6=-561 STEPm
,Nom No. 6548 C 1 Efl
1) This trim has been checked for unbalanced loading conditions about joint 3. •w..C~O L~oE~S~Q•~. r, =
LOAD CASE(S) - % 48.50
{ ti
N. M•.«.:
sEfft O, 34 98 0, 4 6=-98.0, 5-6=20.0, 6-7= 60.0, 7-80--60 0, f-20.0 •si `
~Aflg~~. ilk ~ • ,z
vart1-98A, 5-98.0
59 24" , 53/74 @ 19.2" oc, 63/89 16" oc.
ttuas d or a psf bottom chord live load, appped conakle * With ad other bads • ice.J292 ' r
n the top: of the bottom chord and any other mk r6r 6 42 inches or beater,
_
ThIs with BA.C.A. 993,'Section 1606.1.2, Table 1606.1. 4w•q
j C 14
REGISTERED
Rtl &10NAL ENGIN
Aw"Jiliw - Wr o &W&%pw mettm and WJIID XWW ON7=AND RJSt!J ifDi XXVW WEL t ;
De,gn vaad for um only vAh M fek conrwofom R6 d**m Is based onpr upon pcwrnehA Chown, and is for dn'1ntN*dulol btAcinp otNnptiiw iYa Oe 'u-
IM-1 'and Ioaded v*dIoc y. Appkh>bWy of dedpn parameter and proper Mcapaotton o/ oOtapOnent k IetpOrrltilaty Oi 6ar¢,p d1 r~ii tibt Inns _ ' :
designer. 6radng,shown k to laterod suppoA of tndNldual web,nkmb+rt ady. AddNbnd 11Mpeto~tr bgoYp to rww AabNydwhg agMhilt li M
aHpomfblly of tt+e ereota. AdOMlond pennantaM Woohg of the overal shuotvse k '*a
of tM
'1 '
de, regordM+g k6flootlom Q-Wy conhol, storage, doW", ertotlon and W .waft*
atilt, oorrudt titT.lq OrreMY >Nalydad. Otltt~61 a.
;:b Ile~i Meaina 0-.d {fOe1M lree,w,wr~ddlenanfnAf. tiaw T""0- Clwf~ Yw6A~ lua nnwwre. - a t~tll0 t{+telNaafbn.• Wrr~itGAl y
MiTek®
MiTek Industries, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield, MO 63017-5746
Re: 297580 Telephone 314/434-1200
Lenihan Lbr.- JOCA Job 1-30-03 OCM Fax 314/434-5343
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Wood Str Inc
Pages or sheets covered by this seal: 14406428 thruI4406429
My license renewal date for the state of Connecticut is January 31, 2003.
too
OF CON.,
R€O^ f rO;S
Nt
January 23,2003
Redwanly, Gaby
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI-1995 Sec. 2.