HomeMy WebLinkAboutTruss Replacement 2009 TOWN OF MONTVILLE
Building Department
310 NORWICH-NEW LONDON TURNPIKE
UNCASVILLE, CT 06382-2599
TEL. (860) 848-3030 X382 FAX. (860) 848-7231
BUILDING PERMIT
Permit Number: B2009-0253 Date: 16-Jun-09 Map/Lot: 074/040-000 Owner ID: 5501000
Project Location: 75 PINK ROW Unit:
Job Description: Truss Replacement
Owner Name: GL&C Construction LLC Tenant Name: N/A
Careof:
41 Bergman Road
Uncasville CT 06382- Telephone: (860)334-8454
Contractor Name: Property Owner Telephone:
DBA: Lic/Reg Type:
Lic/Reg No: 0
Exp Date:
Construction Value Permit Fees Construction Information
Building Value: $6,000.00 Building Fee: $48.00 Use Group: IRC
Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code
Mechanical Value: $0.00 Mechanical Fee: $0.00
Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: IRC
Total Value: $6,000.00 Penalty Fee: $0.00 Permit Code: R4
C of 0 Fee: $0.00 Comments:
Plan Review Fee: $4.80
State Ed Fee: $1.08
Total Fee Paid: $53.33
It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance:
Field set of approved construction documents shall be available onsite during all inspections.
BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL, ELECTRICAL PERMIT INSPECTIONS
❑ Footing -Prior to pouring concrete ❑ R Plumbing and leak test
❑ Deck Piers
❑ R Electrical
❑ Backfill - Footing drains and waterproofing ❑ Elec Trench-with conduit installed
❑ Concrete Slab- Prior to pouring concrete ❑ Pool Bonding
❑ Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0
❑ Framing ❑ R HVAC
❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test
❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION
❑ Insulation - : ca e of oval
/ ❑/6: 'fi of Occup
Building Official's A.proval:
Town of Montville
Building Department
310 Norwich-New London Tpke.
Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231
PERMIT APPLICATION FORM Permit No.: -- __
Type of Work Occupancy Classification Construction Type Permit Type
❑New Construction ❑A-1 0 B ❑H-1 0 I-1 0 R-1 0 S-1 0 Type IA 0 Type IIIB 0 Building
❑Addition 0 A-2 0 B,Medical 0 H-2 0 1-2 0 R-2 0 S-2 0 Type IB 0 Type IV 0 Plumbing
❑Alteration 0 A-3 0 E 0 H-3 ❑13 ❑R-3 ❑U ❑Type IIA 0 Type VA 0 Mechanical
❑Change of Use 0 A-4 0 F-1 0 H-4 0 1-4 0 R-4 0 Mixed 0 Type IIB 0 Type VB 0 Electrical
❑A5 ❑F-2 ❑M ❑Type IIIA CRS#:
Property Address: '75-- i(5 P, tri I( kr
(Number) (Street)s � (Unit)
&LL
Job Description: j SS '*j : J �Ca...4 ,�%�c.ti.1' —Iv /5-f,✓5
54& e, b \�;
Owner: ��- L-_ C Tenant:
Address: /1.9.5—. %/V eic �,,L) Address:
City/State/Zip: CA_w'Cin v I t 1 L-' Cr— City/State/Zip:
Telephone( U ke ) - Tit-Cif to -425.7-.3ort 1 Telephone( ) -
Applicant: -> I+ti x' y t I`k 2,--
DBA: G.- 'I`t x,i C
Address: /or Pi rt//& ,..0
City: (,CrtU 8 Li / i State: C-f Zip Coda6 Telephone(&)(1 )33Y s't✓/
Contractors -Complete the Following
License/Registration Type: cense/Registration No.: Expiration Date:
I hereby certify that the proposed work will conform to the State 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.
I
Owner/Agent Signature: 'b ( Date: 00
Construction Value Permit Fees
Building Value: Building Fee:
Plumbing Value: Plumbing Fee:
Mechanical Value: Mechanical Fee:
Electrical Value: Electrical Fee:
Total Value: Penalty Fee:
C of 0 Fee:
Plan Review Fee:
State Ed Fee:
Total Fee:
Town of Montville
Building Department
File Receipt
Date: 02-Jun-09 Receipt No: 4567
Received From: GL&C LLC
Job Address: 75-105 Pink Row
Fees Collected State Educational Training Fee
Cash: $0.00 Cash: $0.00
Check: $53.88 Check: $1.08
Check No: 1763
Short/Over: $0.00
Construction Value: $6,000.00
Demolition Value: $0.00
Received By Carmen Roberts (VGA r m te�
COMMERCIAL PERMIT CALCULATION
Address: 75-105 Pink Row
PERMIT FEE
Building $ 6,000 $ 48.00
Plumbing $ -
Mechanical $ -
Electrical $ _
N CO Fee $ -
Plan Review $ 4.80
State Ed Fee $ 6,000 $ 1.08
Work Commenced before permit issuance $ -
Total Fees $ 53.88
DEMOLITION PERMIT CALCULATION
Address:
PERMIT FEE
Demolition $ -
Total Fees $ -
v�"v
State of Connecticut N
? 7A
•. ,1 r Workers' Compensation Commission o
rt!
.1r� �� Please TYPE or PRINT IN INK lx'F1
Oat
Proof of Workers' Compensation Coverage when Applying
for a Building Permit for the Sole Proprietor or Property Owner
who WILL NOT act as General Contractor or Principal Employer
Applicant for Building Permit
Name of Applicant for Building Permit .b("! (J(.1!NC t.� I
/
Property located at 7C--/ of- 'P, Y`v l
in the City/Town of L/\ ,,.i C L' ( / � K✓
Attest
If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named
property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage.
CHECK ONE (1) BOX ONLY and complete the following:
am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer.
Signature of OWNER Applicant
❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer.
Name of Business
Federal Employer ID#(FEIN)
Signature of SOLE PROPRIETOR Applicant
Town of Montville
Building Department
• 310 Norwich-New London Tpke.
Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231
CONSTRUCTION PERMIT APPROVAL
Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained.
i s . (-) Pi 12 risj
Property Address
1-rl_ks3 -511' \ac-f:w -Z-1\ -So �� enc � )(C(C,P 03_
Job Description
- Required for all permits ® - At least one required for all permits ❑ -Required as indicated below
Required Department Permit Issuance Approval
Approval
Tax Collector s-� .�J / "�^e— c / / c `1
Signature/date
Comments:
Planning & Zoning - �I�-) 7
Signature/date
Comments:g1lli(:70^t°r.(Cn(.
1 ® Fire Marshal � .� //27/0�
Signaturate
Comments:
Health Department
Required for properties with septic systems—Not required for Plumbing, Electrical, Mechanical, Roofing,Siding,Windows& Doors
Signature/date
Comments:
J WPCA, Administrative �t � , C �}
Required for properties on sewer
ignature/date
Comments:
❑ WPCA, Operations
When Required by WPCA Signature/date
Comments:
❑ Department of Public Works
Required when project includes driveway work or certain drainage requirements Signature!date
Comments:
❑ State Dept. of Transportation
Required for Structures over 100,000 sq. ft. or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per
CGS 14-311
Signature/date
Building Department Review Complete
Signature/date
4tfvired}vmxn cr5,2008
Town of Montville
Building Department
Commercial Plan Review Form
Date: e!/S/Q 9
Job Address: 75 — /QS t'42/(- lea el,
Job Description: Tri SS r Pp/ct c e vyr r'vi (/()o eE
The following information must be included on both sets of plans or accompanying documents (two sets are required)(C.G.S. 29-252a) This list is offered as a
guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the building code.
Your application is being rejected for the following reasonls)that are checked-off or commented on:
Supporting Documentation Clear span of 150 ft
Building permit application not completed 150,000 SF of total gross floor area
Permit fee$ Occupant load 1,000 persons
Permit fee to be calculated Group I-1,1-2,or 1-3,150 beds or persons
Worker's comp.Affidavit or worker'comp.Insurance required R-1,R-2,200 rooms or with 100 dwelling units per structure
Copy Contractor's registration or license Group S,parking structures with 1,000 cars,250,000 sf
Construction permit sign-off sheet with approvals required Independent structural engineering consultant review
Provide all documentation to show compliance with the 2003 Independent structural engineer approved by the BO
International Energy Conservation Code(www.energycodes.gov)
Street address of project on all drawings and documents required Type of Construction
Field set of approved plans need to be picked up from our office Construction classification(602)
Two sets of construction documents required,this includes engineering Combustible materials in type I and II construction(603)
data,calculations,and other documentation
Major contractor registration Fire-Resistance-Rated Construction
Fire-resistance design must be documented by an approved source
Use and Occupancy Classification (703.3)
Use group and occupancy not identified or unclear(302.1) Exterior walls(704)
Incidental use areas shall be separated or protected or both(302.1.1) Parapet(704.11)
Accessory use areas(302.2) Opening protection(704.12)
Mixed occupancies not identified or unclear(302.3) Ducts and air transfer openings in exterior walls(704.14)
Fire walls(705)
Special Detailed Requirements Based on Use and Occupancy Horizontal continuity(705.5)
Covered mall(402) Vertical continuity(705.6)
High-rise buildings(403) Openings(705.8)
Atriums(404) Ducts and air transfer openings in fire walls(705.11)
Underground structures(405) Fire barriers(706)
Group 1-2(407) Shaft enclosures(707)
Group 1-3(408) Fire partitions(708)
Motor vehicle related(406) Smoke barriers(709)
Motion picture protection rooms(409) Smoke partitions(710)
Stagcs and platforms(410) Horizontal assemblies(711)
Special amusement buildings(411) Penetrations(712)
Aircraft-related occupancies(412) Fire-resistant joint systems(713)
Combustible storage(413) Fire-resistance rating of structural members(714)
Hazardous materials(414) Opening protectives(715)
Groups H-1 thru H-5(415) Ducts and air transfer openings(716)
Application of flammable finishes(416) Concealed spaces(717)
Drying rooms(417) Fire-resistance requirements for plaster(718)
Organic coatings manufacturing(418) Thermal-and sound-insulating materials(719)
Prescriptive fire resistance(720)
General Building Heights and Areas Calculated fire resistance(721)
Height and area calculations based on occupancy and construction type
(chapter 5) Interior Finishes
Height modifications(504) Meet the requirements of Table 803.5
Mezzanines(505)
Area modifications(506) Fire Protection Systems
Unlimited area buildings(507) Group A automatic sprinkler system(903.2.1)
Group S-2(enclosed)w/Group A,B,M or R above(508.2) Group E automatic sprinkler system(9032.2)
Group S-2(enclosed)with Group S-2(open)above(508.3) Group F-1 automatic sprinkler system(903.2.3)
Parking beneath Group R(508.4) Group H automatic sprinkler system(9032.4)
Group R-2 of type IIIA construction(508.5) Group I automatic sprinkler system(903.2.5)
Group R-2 of type IIA construction(508.6) Group M automatic sprinkler system(903.2.6)
Open parking garage beneath Groups A,1,B,M and R(508.7) Group R automatic sprinkler system(903.2.7)
Group S-i automatic sprinkler system(903.2.8)
Threshold Limits Group S-2 automatic sprinkler system(903.2.9)
Structure or addition exceeds the"threshold limits"(C.G.S.29-276b) Stories and basements without openings(903.2.10.1)
Have four stories Rubbish and linen chutes(903.2.10.2)
60 ft in height Buildings over 55 feet in height(903.2.10.3)
A=NE B=Basement 4j=Wgof s=Site 1=Vint Ploor 2=Second'Floor 3=4Jmd'Floor
tirvisedAprifS,2005
Town of Montville
Building Department
PLUMBING SYSTEMS
General Separate facilities shall be required for each sex(IPC 403.2)
Documents drawn to a scale of not less than 1/8"per foot(2902.2) Accessible plumbing facilities(IPC 404)
Documents shall indicate where penetrations will be made for pipe, Additional grab bar(IPC 404.4)
fittings and components and shall indicate the materials and methods for Accessible faucets(IPC 404.5)
maintaining required structural safety, fire-resistance rating and fire Pull handle(IPC 404.6)
blocking for buildings more than two stories in height(106.3.1)
Water Heaters
Installed in garages(IPC 502.2)
Sanitary Drainage Installed in attics(502.5)
Building trap location&detail
Building sections showing vertical and diagrammatic elevations of the Storm Drainage
soil and waste lines with traps(29022)
Location and size of the public sewer or other disposal system(2902.2)
Adequate provisions shall be made to protect the piping from freezing
by insulation or heat or both(IPC 305.6)
Fixtures
Automatic clothes washers(IPC 406)
Bathtubs(IPC 407)
Bidets(IPC 408)
Dishwashing machines(IPC 409)
Drinking fountains(IPC 410)
Emergency showers and eye washing stations(IPC 411)
Floor drains(IPC 412)
Food waste grinder units(IPC 413)
Garbage can washers(IPC 414)
Laundry trays(IPC 415)
Lavatories(IPC 416)
Showers(IPC 417)
Sinks(IPC 418)
Urinals(IPC 419)
Water closets(IPC 420)
Whirlpool bathtubs(IPC 421)
Venting
Building sections showing vertical and diagrammatic elevations of the
vent lines(2902.2)
Water Supply
Location and size of all water lines and branches(2903.2)
Minimum water pressure in the main in front of the building or structure
(2903.2)
Building sections showing vertical and diagrammatic elevations of the
water supply lines and valves(2902.2)
Automatic sprinkler and standpipe systems shall have a double check-
valve assembly or a reduced pressure principle backflow preventer
(2905.4.2)
Water service pipe shall be installed not less than 48"deep(IPC 305.6)
Toilet Rooms
Floor and sidewalls, including the angle formed by the floor and
sidewalls,excluding doorways and entrances,shall be water tight to a
height of at least 5"above the floor(2907.1)
Floors,walls,ceilings,partitions and doors shall be of a finish that is
capable of being easily cleaned(2907.1)
Urinals—wall and floor space to a point 2 ft in front of a urinal lip shall
be finished with a smooth,waterproof,nonabsorbent,readily cleanable
material(2907.2)
Urinals—wall and floor space to a point 4 ft above the floor and at least
2 ft to each side of the urinal shall be finished with a smooth,
waterproof nonabsorbent,readily cleanable material(2907.2)
Water closets—floors within 1 ft in any direction from the rim of a
water closet shall be finished with a smooth,waterproof,nonabsorbent,
readily cleanable material(2907.3)
Additional grab bar(IPC 404.4)
Faucets and controls(IPC 404.5)
Pull handle(IPC 404.6)
Fixtures,Faucets and fixture fittings
A"Ai. B=Basement W.=9Rgof S=Site 1=First Floor 2=Second-Efoor 3=2fiirfTroor
crvisee pri[5,2005
.e,
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GLiteC L.LC .4--Azsi: poor 4041.-/N/4034 TO :
105 PINK ROW
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I ---Appromaishalfnotbe construed _____
as a permit for,or approval of, -1 t
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rJbb 'Truss Truss Type i Qty Ply Job,ver rested in MBA
419053044B M1 MONO TRUSS 21 1
I i Job Reference(optional)
Univere l Forest Products.Ourlington NC i 7.110 s Dec 15 2038 M11ek industries,Inc. Thu May 28 09:10:26 2009 Page 1
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8-0-12 15-10-0 23-3-1 30-8-2I 38-1-3 I 45-6-4 51-0-0
8-0-12 7-9-4 ) 7-5-1 I 7-5-1 7-5=1 7-5-1 5-5.12
scale=112.1
1.00 •1j2_
354 II 4x4=-
i
1
- z, - 4x10= I
-- L_iI 6 = E 4xt0
Nn —t 7
Nq �� �— 3 9 Sub
V�? W3 r — 10 11
Ix
16
21 20 to 18 17 16 15 14 1s 12
454= 4x10= axs= 4x6= 2x4 II
fl
8-0-12 I 15-10-0 23-3.1 I 30-8-2 I 38-1-3 ( 45-6-4 45 -0 51-0-0 I
8-0-12 7.9-4 7-5-1 75-1 7-5-1 7-5-1 0-1-12 5-4-0
I Plate Ol sets(X,Y): 14:0-3.6,0.2.-01:(19:0-3 4,0-2-01[20:0-3-8,0-2-01
LOADING(psf) I{ E
TOLL 23.5 1 SPACING 2-0-0 C51 DEFL in (lac) pdefl L/d ' PLATES GRIP
•(Ground Sno�r35.0) Plates Increase 1.15 TC 0,93j Vert(LL) -0.52 14-15 >681 240 M120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.96'
Vert(TL) 1.1714-15 =304 180
BCLL 0 0 Rep Stress nor YES WB 0,981 Horz(TL) -0.03 18 n/a n/8
13CDL 10-0 Code 15c2006/11)12002 (Matrix) I Wlrld(LL) 0,49 14-15 >725 360 Weight:244 lb
LUMBER BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
TOP CHORD 2 X 9 SPF No.2^Except^
T4,T2:2 X 6 SPF 1650F 1.5E i end verticals.
BOT CHORD 2 X 6 SPF No.2'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oa bracing.
54:2 X 8 SPF 1650F 1.5E WEBS 1 Row at midpt 4-20,5-15,7-17
WEBS 2 X 4 SPF Stud'Except'
W2,W4,W6,W8,W1C:2 X 4 SPF No.2
REACTIONS (Ib/size) 21=-155/0-1-8(input: 0-3-5),18=3211/0-5-13(input: 0-3-8),12=1370/0-2-3(input: 0-3-8)
Max Horz12=-140(LC 7)
Max Uplift2l=-155(LC 1),18=-390(LC 7),12�308(LC 7) ; •
Max Grav21=20(LC 3),18=3706(LC 3),12=1381(LC 3)
FORCES (Ib)-Maximum Compression/Maxlmum Tension
TOP CHORD 1-21=-329/121,1-2=-91/2,2-3=-2951941,3-4=-302/902,4-5=-1173/4051,6.22=-409/1059,6-22=-41111040,
6-7=-415/1022,7-5=-1564/244,8-0-'-15761240,9-10=-1456/0,j10-1 =-1414/0
BOT CHORD 20-21=-917/253,19-20=-4004/1092,18-19=-400411092,17-18=-10361309,16-17=-373/1564,15-16=-373/1564,
14-15=143/1412,13-14=143/1412 12-13=-143/1412,11-12=0/1412
WEBS 2-21c.-29571966,2-20=-1233/450,4-20=-908/3520,4-18=2405/699,5-18=-3252/829,5-17=-901766,7-17=-2812/706,
7-15=0/371,9-15=-234/155,9-14=-197/207,10-12=-5121417
NOTES
1 1)Wind:ASCE 7-05;100mph;TCDL=5.0psf,BCDL=5,0psr h=2411;Cat.I;R,I.pi0;enclosed;MWFRS(low-rise)and C-C Exterior(2)tone;
cantilever left and right exposed;C-C for members and forces&MWFRS Tor",reactlorts shown;Lumber 0oL=1.60 plate grip DOL=1.33
2)TOLL:ASCE 7-05;Pg=35,0 pat(ground snow);Pf=23.6 psf(flat roof snow);';Category I;Exp C;Partially Exp.;Ct=1.2
3)Unbalanced snow loads have been considered for this design.
4)All plates are 4x6 MT20 unless otherwise indicated,
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)WARNING:Required bearing size at Joint(s)18 greater than input bearing Si75.
7)One Ha Simpson Strong-Tie connectors recommended to connect truss to&staring walls due to uplift at jt(s)21.
8)One H2.5A Simpson Strong-rle connectors recommended b connect truss to bearing walls due to uplift at jt(s)18.
9)One H2.5 Simpson Strong-Tic connectors recommended to connect truss to'beering walls due to uplift at Jt(a)12.
10)This truss is designed in accordance with the 2006 international Building Code section 2306.1 and referenced standard ANSI/TPI 1,
'LOAD CASES)Standard
Zo 'd 1:9 6002 Cz AEW LSZSCZCC Lv :xe J f10Odd 1Sid0A 1NSd3A I Nfl