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TOWN OF MONTVILLE
Building Department
848-7166
APPROVED BUILDING PERMIT OR TRADES PERMIT
For 180 Days
Permit No: 13655 Approval Date: 8/6/97 Expiration Date: 2/6/98
Estimated Cost: 7,950.00 Fees: 46.00 PRF: 7.60 C.O: 10.00
Owner= Michael & Debbie Murphy Address- 55 Beechwood Road Tel:
Job Location: 55 Seechwood Road Code: 02
Contractor: Angela Dipollino Address: 76 Old Colchester'Rd.Tel: 447--3456
Stick Built: x Modular Home: Manufactured Home: Commercial:
Addition: x Garage: Car Port: Shed: Remodeling: Roofing:
Siding: Fireplace: Chimney: Windows: Pool: Demolition:
Plumbing: Heating: Electrical Air Conditioning: Gas
Patio: Porch: Deck: Retaining Wall: New: x Repair/Replacement
Type of material used/discription: wood frame addition
Size: 12' x 15' Type of Heat Fireplace=
No.of Stories: 1 No.-Rooms: Breezeway:
No. Baths: Garage:' Use: residential
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.
Applicant's Signature: Date: a7
If signed by Contractor, type of license/registra ion 41, No:
Building Official's Signature: Date:
Date of Health Dept. Approval,. _ ) 1e-
Date of Zoning,Approval:
THIS IS TO INFORM YOU THAT'UNDER THE CONNECTICUT AMENDMENT OF' THE
BUILDING CODE, SECTION 119.3 A CERTIFICATE 0F-OCCUPANCY IS REQUIRED PRIOR TO
ANY USE OF THE STRUCTURE
A MINIMUM OF 24 HOUR. NOTICE TO THE BUILDINGS DEPARTMENT 4ZS "REQUIRED~fR
INSPECTIONS.
TON OP 146INWILLE
tuildini g Department
.P1icad iac:_ a Perm 7ir
FF
t n r . Address . ®J~ WbO Tel:
Job Location.
Contractor: I hQkZC) 440 "Iii Address : '76 OG(or-A-Ir Tel: 447-34)
Stick Built: Modular Home: Manufactured,Home: Commercial:
Addition: V1, Garage: Car Port: _ Shed., - Remodeling: _ Roofing:
Siding: Fireplace: Chimney: Windows- _ Pool: Demolition:
Plumbing: - Heating: - Electrical: - Air Conditioning: - Gas:
Patio: Parch: Deck: - Retaining Wall: - New: Repair/Replacement: -
Type of d scription:
Size: Type of Heat: ~jQ~ usg (A~Va3 Fireplace:
No. of Stories: _t No. Rooms : Breezeway: No. Baths: Garage: Use:
ZONING PERMIT
ZONING PERMIT NUMBER 9f /3a OR ❑WA EXPIRATION DATE :P-
APPLICANT
APPLICANTS ADDRESS CC) L~" TELEPHONE
PROPERTY OWNER Ltt
LOCATION ItS 0eG OoaCk trA LOT AREA ZONE
ASSESSOR'S MAP NUMBER LOT NUMBER
BUILDING HEIGHT «`F PROPOSED FLOOR AREA l bC~ S`~
NATURE OF REQUESTIPROPOSED USE
SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST I- 40' SHOWING: DGVIENSIONS OF THE LOT. THE Sfg. AREA.
AND LOCATION OF E7W=Kk PROPOSED. PRINCIPAL AND ACCESSORY STRUCTURES. DRIVEWAYS. SANITARY FACI11TES AND VyATER SUPPLY. PARiGNG
FACILITIES. AND ADJACENT STREE'T'S: DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS
(UNDER 300 CUBIC YARDS). DAIS OF FU'OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND
SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS
ISSUED BY THE COMMSSON OR ITS APPOINTED AGENTS.
SKETCH PLAN OR GRADING PLAN YES O WA
SEPTIC PERMIT OYES 9m
STATE HIGHWAY PERMIT' OYES 4aWA
VYETLANDS PERMIT OYES [1/A
HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY : OYES ONO
HAS BOND BEEN FRED OYES MWA
FIE: PAID CASH O CHECK # ❑ WA
THE APPLICANT AGREES TO:
1. ADIOM TO ALL THE APPLICABW REQLAREMENTS OF THE ZONING REGULATIONS.
2 NOTIFY THE COQ OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS.
3. CALL. FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C. O.
• ~ ~ ~ .
APPLICANTS SIGNATURE DATE:
7 .
COMMISSION AGENT . DATE
THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUQDING DEPARTMENT FOR ANY REQUIRED PERMITS
CONTACT, THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE
CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION.
REV. ?l61DT
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2 03-442.9164
Angelo Dipollina
Contractor and Builder
NEW HOMES • REPAIR WORK • REMODEUNG
76 OLD COLCHESTER RD.
QUAKER HILL, CONN. 06375
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'2 03-442-9164
Angelo Dipollina
Contractor and Builder
NEW IkIES ' • REPAIR WORK • REMODELING
76 OLD COLCHESTER RD.
QUAKER HILL, CONN. 06375
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RIDGE BEAM FOR 12 X 15 ADDITION f
1.75" x 11.875" Microllam® ES LVL 2.0E
TJ-Beam a" v5.D0 Serial Number. 707000012
TJBEAMA 1111 7130197 1:12:54 PM
Page 1 of 1 Build Code: 017
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Root Slope: 10112
15'
All dimensions are horizontal. Conceptual
LOADS:
Analysis for BEAM MEMBER Supporting SNOW Application. Tributary Load Width: 6
Loads(psf): 30 Live at 1150/6 duration, 15 Dead
SUPPORTS: INPUT BEARING REACTIONS(ibs.)
WIDTH LENGTH JUSTIFICATION LIVE / DEAD / TOTAL DETAIL OTHER
1 2x4 plate 3.50" 3.5" Left Face 1350 / 922 / 2272 Detail R1 SB Shear Blocldng
2 2x4 plate 3.50" 3.5" Right Face 1350/ 922 / 2272 Detail R1 SB Shear Blocldng
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN ALLOW. CONTROL LOCATION
Shear(lb) 2221 1884 4541 Passed(41 LT. end Span 1 under Snow Roof loading
Moment(ft4b) 8144 8144 11546 Passed(71%) MID Span 1 under Snow Roof loading
Live Defl.(in) 0.411 0.733 Passed(U429) MID Span 1 under Snow Roof loading
Total Defl.(in) 0.691 0.978 Passed(U255) MID Span 1 under Snow Roof loading
- Deflection Criteria: STANDARD(LL:U240, TL:L/180).
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed byTrus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values:
The specific product application, input design load, and stated dimensions have been provided by the software user. This output
has not been reviewed by a TJM Associate.
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
OPERATOR NOTES
ROOF LOAD OF 30 -15
2X4 WALL CONSTRUCTION
10/12 PITCH ROOF
PROJECT INFORMATION OPERATOR INFORMATION:
DIPOLLINA JOB NIANTIC LUMBER CO.
DAVID LEE
28 HOPE ST
NIANTIC, CT 06357
(860) 739-5441
739-5822
Copyright O 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ-Beam- Is a trademark of Trus Joist MacMillan.
Microllam® is a registered trademark of Trus Joist MacMillan.
JULY 1~ "+f W'-J- t'JHM SHE_ I Ui_I<.E1 OF t Rt_ITOH P. 1/1
total Bid Value 948 3:1.
f l••11::.'rl..lCI<;I_ T PLUMPINU SUPPLY
'I';:SIQ Heat Loss C:o:I.ra:I.Mon 0110249 07/11d97
.lob fi!I:xme MANE P9I°1 Job l..ut;. a t,:i f: n
z,
RJFyt:;;i.as a;l ,r °;;PS C''rPtf.)Tf:}N Wt Contractor MANE PSI-I
'reI:;ikY`et:1 By Job 1`tt?ITIar Ks:> z
;t:;omo Room Mtkrirt;:. Factor it:;om size. BTU L.t: sm Ft Bas6et}f:)arrd`
2.00 10 x Is x 12 14p376.0000 26o:L
VMS t 26+1
limensional Data
Sq. Ft. Sq; Ft. Sq. Int. Sq, Ft. Cu* Ft. Sq+ Ft,
Zt7r.7rrt* Met Wall Glas... I:"xp Coiling l:". Floor
t . 1...s.va.nrl A'r•t}rk
0 , 180
29;; 12,`5 180 ISO I,SO() ISO
xru Heat Loss Data t
tioom* Wa11 I_t.°~SF (3 1aSioSs f:;e:I.:f.:t IiCj Floor Infiltr4tion' Total DTI)
1 IvM,00 0100.00 720,00 720.00 5,184.00 1473?6.00
otal 1,652 60100 720 720 1.4,376
% 11 42 111*5 3e) 100
pep S:► n Ft. of Living A7` F;' 1:? is 1 79,B7 'he isverago 91U I?r::r Cu. It. of Living Area is 1 7.?9
actors used in Heat Loss Calculations t
aS:''t:t:;r*.. Wall t'_tlow Coiling Floor Inf:i.:L"l,rla DIU Output
A~ 0,,07 i)4(:7.1. .....-~.t~-....--_.._...-........-rj-----------W------- =,I
` •i314....n.....,....-- 55-
2 .n ---B0
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