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2-Car Garage 2006
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Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERTIFICATE OF OCCUPANCY APPROVAL PoL-L-Y Property Address ATT.acNc�c Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval ❑ WPCA 'ignaturel date Comments: Planning & Zoning '� /. z.w' ,w, G 1 /p er Signature/ date Comments: ❑ Health Department Signature/date Comments: n Department of Public Works el date Comments: ❑ State Dept. of Transportation .uref date Comments: Police Department irnaturel date Comments: Fire Marshal re/ w Comments: visedAugust 5,2005 • Field Inspection Notice Town of Montville Building Department July 6, 2006 Address: 96 POLLY'S LANE Job Description: Attached Garage Permit Number(s): B2005-0622—E2005-0262 Permit Date-: INSPECTION Not Approved Approval Date: Deficiencies Special Conditions Date FOOTING 11/7/05 JS FRAMING 11/29/05 JS ROUGH • 7/06/06 DJ ELECTRICAL • • Could not verify if door from house to garage is self- • CERTIFICATE closing OF 6/14/06 JS • Thru wall penetration must be redirected to the 7/06/06 DJ OCCUPANCY exterior(dryer vent)(limited to 25 ft of developed length) Rev.Date: 10/18/05 Page 1 of 1 Field Inspection Notice Town of Montville Building Department November 7, 2005 Address: 96 POLY'S LANE Job Description: Attached Garage Permit Number(s): Permit Date: INSPECTION Not Approved Approval Date: Deficiencies Special Conditions Date FOOTING 11/7/05 JS • Rev.Date: 10/18/05 Page 1 of 1 • TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 ELECTRICAL PERMIT Permit Number: E2005-0262 Date: 18-Nov-05 Map/Lot: 102/035-000 Owner ID: 5634000 Project Location: 96 POLLYS LANE Unit: Job Description: wiring for new garage Owner Name: Scott A Schneeberg and Brenda K Jones Tenant Name: N/A Careof: 96 Pollys Lane Uncasville CT 06382- Telephone: Contractor Name: Ryan Electric LLC Telephone: (860)859-3040 DBA: Lic/Reg Type: El Lic/Reg No: 103487 15 Bog Meadow Road Exp Date: 30-Sep-06 Norwich Ct 06360- Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 Included on Building Permit State Ed Fee: $0.00 Total Fee: $0.00 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 0 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 ❑ Certificate of Approval ❑ %: at •• Occupancy BuildingOfficial's Approval: _ �/ _ 4 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 Residential Trades Permit Application Form Permit# d�6 Plumbing ]/Electrical ❑Mecicanical T CRS' # Jfeating Air Conditioning Gas Piping ❑Single Tamil:), J [1] Two-(Family EI Townhouse / Job Address O ,PbL L y 1 s J 1�7 (Number) (Street) (Unit) Job Description t_g_2 t Owner 5)CE-0 5ci Iv e4 J L2Z ( Mailing Address C 6, YL �d'S LAS City )l N C44S`ViI/Z. State 277 Zip �3.g-2 Tel /94°3 22 Contractor EY41 J SLE cya i L LLC- Mailing Address )5 13p 6 Y» e,, u .?Q City 3 � State 2j Zip 0-3 GO Tel&D / �7/ 3090 Contractor's License Type&Number ~ /O 3 9 Exp. Date cJ / 3 b / m 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. r Owner/Agent Signature 01— Date )) / L / Construction Value Fee o,v) Plumbing $ $ Mechanical $ $ Electrical $ 2-1• & 11 $ `r \ '' Work commencing before the issuance of a permit $ Plan Review $ / State Education $ / Total $ $ • 44visei9V-avemfer1,2004 Town-of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 CONSTRUCTION PERMIT AP 'ROVAL 'rope Ad. -ss 40tie‘0, 9111P Joy De.cription The applicant is responsible for obtaining . 1 the required a . .vals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector /if "j �gn i date Comments: WPCA,Administrative '�11\ _4" Act-1/ /. ��' Signa f date Comments: ❑ WPCA,Technical Sitnature'date Comments: ❑ Planning&Zoning Signature!date Comments: ❑ Health Department Signature/date Comments: ❑ Department of Public Works Signature!date Comments: ❑ State Dept.of Transportation Signature,'date Comments: ❑ Fire Marshal Signature/date Comments: gOvise€,August 5,2005 State of Connecticut 2 7A ' 7B ' 7C :/) a CWorkers' Compensation Commission..) DIRECTIONS :. '� DIRECTIONS" for FILING FORMS 7A,7B and 7C Building Permit Requirements for Workers' Compensation Section 31-286b of the Workers'Compensation Act requires anyone who requests a building permit to first submit"proof of workers' compensation coverage for all of the employees who are engaged to perform services on the site of the construction project for which the permit was issued." The only exceptions to this law are the sole proprietor or property owner who will not be acting as general contractor or principal employer. What to give to the Building Official to obtain a Building Permit: 1. The General Contractor or Principal Employer must provide a written certificate of workers' compensation insurance for all of the employees on their project.This certificate may not be for liability, disability or any other type of insurance. 2. The Sole Proprietor or Property Owner who will not act as a general contractor or principal employer is not required to have workers'compensation coverage. In order to obtain the building permit, a FORM 7A should be completed and given to the building official. 3. The Sole Proprietor or Property Owner who will act as a general contractor or a principal employer must provide a written certificate of workers' compensation insurance for all of the employees on their project and must file a FORM 7B with the building official—OR he will sign a sworn notarized affidavit on FORM 7B, stating that he will require proof of workers'compensation insurance for all those employed on the job site. 4. The General Contractor or Principal Employer who has properly excluded himself from coverage using the appropriate WCC form (see NOTE below)must file the FORM 7C with the building official. This form certifies that they have properly excluded themselves, and attests that they will require proof of workers' compensation insurance from every employee that works on the designated job site. NOTE: The general contractor or principal employer may exclude himself from workers'compensation coverage by filing one of the following forms with the appropriate Workers'Compensation Commission district office: Form 6B for employees who are Officers of a Corporation or Managers/Members of an LLC Form 6B-1 for employees who are Members of a Partnership STATE OF C(iNNECIICUT ..- DEPt RTUFN 7 0/ (ON 11.11ER ha)f I.C710% ELECTRICAL,I. 4.6,000kITRACTOR GAO*KtAisT , kj40 NOWint livr 66* 4 .::„! [IC /REG NO. fr. EffECYlVi*t,'.,.:., EXPIRES 1 ( 103487 -,,;,491-61/20(t44N 09/30/2006 N.:.,,--- - -- . i ...--- • Town of Montville rt Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 6/21/05 Scott A. Schneeberg and Brenda K Jones 96 Polly's Lane Uncasville, Ct. 06382 Dear Mr. Schneegerg and Brenda K. Jones During a resent review of our files it was establish that permit#B2005-0622,dated 19-Oct-05 for a garage addition at,96 Polly's Lane is lacking the required inspections for the issuing of a certificate of occupancy. Per section R109.1 of the Connecticut State Building Code, "For onsite construction, from time to time the building official, upon notification from the permit holder or his agent, shall make or cause to be made any necessary inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or his or her agent wherein the same fails to comply with this code." Please call our office at the number listed above to schedule the required inspection(s)and inform use as to the status of the work performed under this permit, in order to close out this permit. Respectfully yours David M. Jensen Building Inspector cc: File 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: 82005-0622 Date: 19-Oct-05 Map/Lot: 102/035-000 Owner ID: 5634000 Project Location: 96 POLLYS LANE Unit: Job Description: Attached 2 car garage Owner Name: Scott A Schneeberg and Brenda K Jones Tenant Name: N/A Careof: 96 Pollys Lane Uncasville CT 06382- Telephone: Contractor Name: MCM Restoration Telephone: (860)443-0185 DBA: - Lic/Reg Type: HIC Lic/Reg No: 561318 181 Cross Road Exp Date: 30-Nov-05 Waterford Ct 06385- Construction Value Permit Fees Construction Information Building Value: $18,600.00 Building Fee: $152.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment Electrical Value: $930.00 Electrical Fee: $8.00 Construction Type: 5B Total Value: $19,530.00 Penalty Fee: $0.00 Permit Code: R7 C of 0 Fee: $25.00 Comments: Plan Review Fee: $16.00 State Ed Fee: $3.12 Total Fee Paid: $204.12 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 V_ Footing - Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers d❑ R Electrical ❑ Backfill - Footing drains and waterproofing ❑ Elec Trench -with conduit installed ❑d Concrete Slab- Prior to pouring concrete ❑ Pool Bonding V 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 d Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval d❑ Certificate of Occupancy Building Official's Approval: TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 ELECTRICAL PERMIT Permit Number: E2005-0262 Date: 18-Nov-05 Map/Lot: 102/035-000 Owner ID: 5634000 Project Location: 96 POLLYS LANE Unit: Job Description: wiring for new garage Owner Name: Scott A Schneeberg and Brenda K Jones Tenant Name: N/A Careof: 96 Pollys Lane Uncasville CT 06382- Telephone: Contractor Name: Ryan Electric LLC Telephone: (860)859-3040 DBA: Lic/Reg Type: El Lic/Reg No: 103487 15 Bog Meadow Road Exp Date: 30-Sep-06 Norwich Ct 06360- Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 w/2004 Amendment $0.00 Mechanical Fee: Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 Included on Building Permit State Ed Fee: $0.00 Total Fee Paid: $0.00 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 ❑ Certificate of Approval ❑ Certificate of Occupancy Building Official's Approval: 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: B2005-0622 Date: 19-Oct-05 Map/Lot: 102/035-000 Owner ID: 5634000 Project Location: 96 POLLYS LANE Unit: Job Description: Attached 2 car garage Owner Name: Scott A Schneeberg and Brenda K Jones Tenant Name: N/A Careof: 96 Pollys Lane Uncasville CT 06382- Telephone: Contractor Name: MCM Restoration Telephone: (860)443-0185 DBA: Lic/Reg Type: HIC Lic/Reg No: 561318 181 Cross Road Exp Date: 30-Nov-05 Waterford Ct 06385- Construction Value Permit Fees Construction Information Building Value: $18,600.00 Building Fee: $152.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2004 Amendment Electrical Value: $930.00 Electrical Fee: $8.00 Construction Type: 5B Total Value: $19,530.00 Penalty Fee: $0.00 Permit Code: R7 C of 0 Fee: $25.00 Comments: Plan Review Fee: $16.00 State Ed Fee: $3.12 Total Fee: $204.12 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 d❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers d❑ 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 V Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑d Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of A.proval ❑d C--r . Occupancy • Building Official's Approval: Town of Montville f Building Department 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit# 6 g,06',- 0. .p.42., ❑ .New ConstructionAddition ❑Alteration ❑Accessory Structure ❑ Single Family ❑ Two-Family E Townhouse Job Address 96 fel !S L q, (Number) (Street) (Unit) Job Description ,e f ,m7 r pti Owner 9C 77( -9C/-1-AIEf:8U(r Mailing Address '7,( P .715 L.v City WA/C-04-61//“.5 State&r Zip t 36 3 ??_Tel XI, / gut,/i#y3O Contractor C14/ 4E.970 Mailing Address /g( CROs' ieb, City t.)41 pp State e�Zip 063,S Tel / qq3/ O/i5- Contractor's iSContractor's License/Registration Type&Number 54/3/er Exp.Date /( / 3c / oS 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 . .. further attest that the proposed work is authorized by the owner in fee and that I am authorized to make appli - •.n fo -- 1 c such work as described above. . - - tric Separate applications are require. a ' =mbm, mechanical, etc. Owner/Agent Signature i&,, Date ` / aZ 3 / 0� WO Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Work commencing before the issuance of a permit $ Certificate of Occupancy $ Plan Review $ State Education $ Total $ $ (See Weverse side for additional-requirements) 4jpvisei Fe6nary 25 2005 Town of Montville Building Department File Receipt Date: 07-Oct-05 Receipt No: 721 Received From: MCM Restoration,LLc Job Address: 96 Polly's Lane Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $204.12 Check: $3.12 Check No: 21098 Construction Value: $19,530.00 Demolition Value: $0.00 Received By Sandra Pandora �� Permit Fee Calculation Spreadsheet MISCELLANEOUS PERMIT CALCULATION Address: Pools&Spas Above Ground Round EA $ 3,200.00 $ Above Ground Oval EA $ 6,000.00 $ Inflatable Pools EA $ 1,000.00 $ In-Ground EA $ 20,700.00 $ Heater EA $ 3,465.00 $ Hot Tub EA $ 5,250.00 $ Roofing Strip & Reroof SQ $ 350.00 $ Overlay SQ $ 250.00 $ Plywood SQ $ 125.00 $ Plumbing Full Bath EA $ 5,000.00 $ Half Bath EA $ 3,500.00 $ Garages Attached, 1 car EA $ 10,775.00 $ - Attached, 2 car 1 EA $ 18,600.00 $ 18,600.00 Attached, 3 car EA $ 25,810.00 $ Detached, 1 car EA $ 13,850.00 $ Detached, 2 car EA $ 21,100.00 $ Detached, 3 car EA $ 28,350.00 $ Sheds SF $ 26.25 $ Sheds with Electrical SF $ 26.25 $ Electrical Service 100 Amp EA S 825.00 $ 200 Amp EA $ 1,500.00 $ Siding SQ $ 600.00 $ Windows EA $ 445.00 $ Doors EA $ 625.00 $ Decks/Porches/Sunrooms Open SF $ 22.31 $ Covered SF $ 62.69 $ Enclosed SF $ 123.90 $ TOTAL BUILDING CONSTRUCTION COST $ 18,600.00 PERMIT FEE CALCULATIONS Fee Building $ 18,600 $ 152.00 Plumbing $ - $ - Mechanical $ - $ - Electrical $ 930 $ 8.00 Work Commenced before permit issuance $ - CO Fee $ 25.00 Plan Review $ 16.00 State Ed Fee $ 19,530 3.12 Total Fees $ 204.12 Based on 2003 RS Means Residential Cost Data 9/26/2005 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030,Ext. 382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL PC, LC--7 1-5 Property Address 64;64-G-_ ,D -rid Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector Sip rare-date Comments: WPCA,Administrative Signature/ • to Comments: ❑ WPCA,Technical Signature/date Comments: Planning& Zoning C qfi 31.•,S Signature'date Comments: ❑ Health Department Signature;bate Comments: ❑ Department of Public Works Si5nnatme/date Comments: ❑ State Dept.of Transportation Signature/date Comments: ❑ Fire Marshal Signature/date Comments: 4gviseiAugiut 5,2005 _ .. .-..� , _.. ..� ..............,b. ...... _. Client#: 13547 MCMENTERPR AC'" ' • TE OF LIABILITY INSURANCE DATE(M IN/D D/YYYY) ! .!'• j i 06/14/05 vRoouc- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Smit ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 15 Li • i HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR SURANCE, INC. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Niantic, CT 06357 860 739-3322 INSURERS AFFORDING COVERAGE NAIC# ,, INSURED INSURER A: Selective Insurance of Southeast — \' MCM Restoration Corp. INSURERS, American International 181 Cross Road Waterford, CT 06385 INSURER C: INSURER D. _. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR ADD'14 LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTNE POLICY EXPIRATION DATE!MM/DD/YY) DATE(MM/DD/YY) LIMITS A GENERAL LIABILITY S1683233 06/14/05 06/14/06 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PRFM SES ERENcTurrenca) $100,000 CLAIMS MADE X OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY 41,000,000 GENERAL AGGREGATE $3000000 GEM_AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $3,000,000 POLICY PRO- JECT LOC A AUTOMOBILE LIABILITY S1683233 06/14/05 06/14/06 X ANY AUTO COMBINED SINGLE LIMIT $1'000'000 (Ea accident) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY(Per parson) $ ®HIRED AUTOS NON-OWNEDBODILY INJURY AUTOS (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY•EA ACCIDENT $ III ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLA LIABILITY S1683233 06/14/05 06/14/06 EACH OCCURRENCE $1,000,000 © OCCUR CLAIMS MADE AGGREGATE $1,000,000 DEDUCTIBLE .. $ X RETENTION $0 $ B WORKERS COMPENSATION AND WC6931159 01/17/05 01/17/06 x OR STATU• DTH- EMPLOYERS'LIABILITYTORY LJMITS X FR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THEE •!RATION PROOF OF COVERAGE DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 •YS RITT• NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE 0 CO • ALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER,f•AGE• •R REPRESENTATIVES. AUTHORIZED R1EPRES TAT E •,�, • 1\1� • • . • £t,. fJ ' r&.4.A. ) ../.,V,-tit-tle-a.A-.7 ACORD 25 2001/08 ' ' s . 1 of 2 #M5122 JCK o ACORD CO—••-i• • • •:g -% ' 'On 'r Ir3t (" tv `}+; ytt `V:0 Y• V/ y (rttil. /' •• \L _.',V.:4;•;%,...`!"-4,6•;'•,••• `/: '`!=—�-`V.:,..;*,.. Y ti W 5-ti t ..-Vr k'7� : /:i4: 4310r ta1 r , . 1, N{v . . Y � . � f , • 7 ry1a0Fti_- • S% ', rrrRr SR .�� 441011111.::'g'-'4,411,„...... ,• l „fi D • R� m�\ '�{ mrR .- , R M1y' eg�as��'` _____m��_< 'AA `��_A �� � c tA ` � + � ufiF i'.17c„,.-;,,,.e � .y, u : ,,trSTATE QF C ? ( , rt9�' R PRQTECTION7Y , , 3-.•:.,,'..4:-.,15Y46.:7..-4.4","-...('''�iYK •M C M RESTORA TQN LLC 9818 Te i2 - .. ATE R, ' X00 j Jaa.5'', , CO 6. 20 i y Pi 1 ' P yy . Vis. j is certified the Depa > sty®t `e e t ��:�.eg�� zlgg fin; ' ,t c ion as a registered 32 '• -y u : G � ( I '`y HO 6 t V'• '9-'''44,' V• t t.;t T C® 64,4 e R`i P- i M C M RESTORATION , z t y `rn,# lith �," 4,' r a ' I S� i h tar x rr; ...• •`,4i a-..N' '.' ,rs ii //� I Effective:x..• 12 .f a o• ,.:.. � 1.00 .i.- •• .:: ; t ,4,121%.2-, °. ', • I . 4 f r ,t l..'. tWy thS .7 , ar} F', Ex ira,t R p ons ' 0 Sat/ -k f c.'k-At ij�x .x b •-•',...4f?. { X17 elliet im.. ale k „Eloy-.R vGbmmtssionec : ...<.;,C �! \Y��}t�'�I.i.�+ �I t-iti '.. .s"qr� Y /nI'�. ----'-'—'4:7-1."-..“-----"'".—w.•�+ tlLS •�•••• `t'. t J.1'T rf4., I..t ~� .4.'1 kk.:1 t• .r tt, 7 k s ti `4 ti r '4.' .4.,, T. T .:{b: •':0111 kt • \� tt'' 4•. :t +.'1. xit rr. k�j ..qt3 . '-�i ri }1111 T '�0.+r��' •,tk•.r.•^�•.:r,�tt; +,{•ty.¢ t0 5 '' S rte at �, rt*tM4,y ,, �1 Department of Revenue Services State of Connecticut Sales and Use License Number: 484005 25k, • 25 Sigourney Street Tax Permit ,,}� Hartford CT 06106-5032 u, ,l R603(New 12/03)PP , , dictiikr- • The person named below is licensed under the Sales and Use Tax Act.This Use Only at This Location: permit is good only for the named permittee and the location shown. If MCM RESTORATION LLC there is any change in ownership,the permit is null and void. MCM RESTORATION LLC Date expiration Business Connecticut 981 BANK ST Issued Date Start Date Tax Registration Number NEW LONDON CT 06320-2739 09/28/2004 10/31/2009 11/20/1998 9491663-000 IIItt((IIIIIIIIIIIIIIIIIIIIII(IIIIIIIIII(IIIIIIIIImiIIIrl(d MCM RESTORATION LLC / MCM RESTORATION LLC 981 BANK ST (lifri/j / / NEW LONDON CT 06320-2739 This license may not be transferred or assigned. Pam Law,Commissioner of Revenue Services Town of Montville Building Department Residential Plan Review Form Date: '&P7' Zr Zoo 6 Job Address: 9lo PoLix's 1 Al'JE Job Description: 6 /2../ ir- CO rfl V hi 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 refected for the following reason(s)that are checked-off or commented on: Supporting Documentation Plan must be the same as submitted and approved Windows&Doors Building permit application not completed by the Zoning Department and Uncas Health,(if Door and window sizes Permit fee$ ZOapplicable) L/�/Z Emergency escape&rescue opening required in Permit fee to be calculated Retaining Walls the basement or two code compliant stairs Worker's comp.Affidavit or worker'comp. Plans required (8310.1) Insurance required Documents required to be stamped and signed by a Indicate required light(8%of floor area per room) Copy Contractor's registration or license CT registered Professional Engineer and ventilation(4%of floor area per room)for Construction permit sign-off sheet with approvals Foundation Plan each habitable room or space requiredPlans required Indicate safety glazing in areas required such as: Provide all documentation to show compliance doors,windows,tub&shower enclosures,etc. Dimensions with the 2003 International Energy Conservation \� Indicate bedroom egress windows(5.7 sf net clear Code www.ener codes. ov all thickness ( g ) �� /Doting sizes opening,24"clear opening height,20"clear Street address of project on all drawings and Column footings—size opening width) documents requiredst protection not indicated or insufficient Egress window sill height Field set of approved plans need to be picked up Foundation—indicate the assumed soil conditions Window and door header sizes from our office that the system has been designed for or provide Window well details Two sets of construction documents required,this engineering data. If presumptive soil conditions Garage includes engineering data,calculations,and other cannot be met,provide soil bearing engineering Plans required documentation data Minimum 5/8"Type X gypsum board separation Wind Limitations Design Criteria Concrete strength—foundation,floors,exterior (on garage side)to all living spaces—all Submit supporting data to show conformance with porches,walks,slabs combustible support framing to be covered with the wind limitations(3 second gust®115 mph) Vapor barrier between sub-grade and concrete minimum 5/8"Type X gypsum board if it supports Design publication needs to be identified(WFCM, basement floor required habitable rooms chapter 3,WFCM,chapter 2,ASCE 7-2002) Floor thickness and control joint location ., •. .: een the garage and residence Documents required to be stamped and signed by a Lally column size,attachment and spacing c.aired to hav:a minimum 1 3/8"solid wood CT registered Professional Engineer Waterproofing details door, . olid core steel door,I 3/8" Documents required to be stamped and signed by a Fireplace/chimney base honeycomb core steel door,or 20 minute rated CT registered Professional Engineer if based on Concrete piers and anchor details oor from the garage to the house and its basement y ASCE 7-02 or WFCM chapter 2 Foundation drainage o .ttic '\ • Shearwalls not identified or insufficient Beam pockets—minimum clearances X In. ate self-closing devices on all doors from Ridge co.• '.n not identified or insufficient Engineered foundation plan required gars_"to the house and its basement or attic Roof-..-wall co ction not identified or Jndicat.slo,e for arae floor ins 'cient Crawl Spaces Elevations 1-to-wall co coon not identified or Crawl space data—clearance to joists,slab Plans required 'r.u icien thickness(if provided),vapor barrier Type of siding i►t, Wall-to- ' connection not i. ' ed or Crawl space ventilation,location,type and size Type of roofing i. . icient Crawl space access,location and size Finish grades Provide engineering data for the piers to resist Floor plan(s) Building heights gravity,lateral,shear and uplift loads,stamped andDimension height of chimney above roof signed by a CT licensed design professional Plans required Hold-down devices,location and type not Construction documents shall be of sufficient Roof pitches ><.. identified or insufficient clarity to indicate the location,nature and extent of Elevations to match site grading _ .. Foundation anchor spacing not identified or the work proposed(R106.1.1) Building Section(s)&Details insufficient Construction documents are to match the Plans required Construction documents do not match the orientation on the site plan reversed plans are not Floor-to-floor heights engineering data submitted acceptable,a full plan review can not be Flashing detail—windows and doors—type, Cold-formed steel framing shall be designed in performed with the submitted documentation material accordance with COFS/PM-2001 edition Construction documents are incomplete or un- Additional sections and details required Site plan clear,a full plan review can not be performed with Fire-resistance rating details required for exterior Plans required Basement submitted documentation wall(s) Basement floor plan required Wall/ceiling fireblocking detail Plan does not match building plans Second floor plan required Stairs Finish floor elevation Dimensions Property lines not provided Stair not shown on basement plan Distance from property line to structure Finish floor elevation Riser height not indicated Kitchen layout Tread depth not indicated Structure dimensions Bathroom layout and space clearances Driveway Nosing required for closed risers Ceiling heights Handrail required on at least on side of the stair Topography(existing and proposed) Attic access location and size not indicated or q Footing drain inverts,outlet and separation Stair to be minimum 36"in width above the insufficient Proposed utilities tribe indicated handrail height Attic access cannot be in a closet Delineation of flood hazard areas and design flood Handrails and guardrails—detail,including height ht elevation required(R106.1.3) Identify the use of each room and maximum opening,handrail cross-section, Private sewage disposal system to be identified on continuity and required returns the plan(R106.2.1) _ Show minimum headroom in stairways— Grading is to slope away from the building, measured from nosing plane to lowest point of provide more details ceiling Deck/porch not shown 36"landing required at the bottom of the stairs A=All B=Basement R=cNp f S=Site 1='First'Floor 2=Second'Floor 3=Third.Floor RevisedApril5,2005 Town of Montville Building Department 36"landing required at the top of the stairs Ridge beam,rafters are to bear on top of beam or a...;95 Provide detailed plans for stairs Townhouse Separation(R317.2) bear on ledger strip One-hour rated assemblymust have a listingfor Walls Ridge beam supports exposure from both sides(two walls) Sheathing type and thickness Valley rafters-provide engineering data Common wall assemblymust be 2-hr fire- Stud size and spacing,species and grade Valley rafter support Ventilation-ridable,soffit resistance rated and listed Sheathing-size,thickness,type ge 8 Mechanical equipment,ducts or vents not allowed Siding,material,type,style-underlayment per Provide minimum net ventilation data in common wall mfg. Roof sheathing-type,size,thickness Electrical penetration detail required for common Framing plans Collar ties-size,placement,spacing wall Plans required Roof covering-shingles-type,nailing,provide q underla Common wall shall be continuous from the proper yment-show interior horizontal Bearing partitions not identified or unclear foundation to the underside of the roof sheathing Direction of framing distance of double underlayment at eave,etc. Each individual unit shall be structurally Beams spans,size,species, .� Overhang detail P p grade �� Provide engineering data for all roof trusses- independent Framed openings truss drawings must be signed and sealed by a Parapet required or the roof decking or sheathing Joists-species and grade,size,direction,and is of noncombustible materials or approved fire spacing C. ecticut Licensed Professional Engineer) (required prior to installation)must be designed to retardant wood for 4 ft on each side of the wall(s) is over-spanned ASCE 7-02 Electrical Plan(s) 1Headers ever-spanned- 5/�_$ Plans required hangers for flush framing conditions or Decks/Porches 9 Panel location(s)with main size ledger Plans required Wiring means and method not identified or Beams ov -spanned Dimensions required insufficient Provide design data for all unaligned wall and Joists-size,span,spacing,direction,species and Meter socket location floor bearing points. grade Receptacle locations need to be identified Indicate location of all point loads Ledger-show attachment and flashing to house GFCI outlet locations need to be identified Cantilevered framing less than 18"to grade to be Decking material and size Lights and switches need to be identified pressure treated or decay resistant Beam-design data if required Engineering data for steel beams,must be stamped Beams-size,span,spacing,direction,species and Smoke alarms shall be installed in each sleeping room,outside each separate sleeping area in the and signed by a CT registered design professional grade immediate vicinity and on each additional story of Engineering data for LVL's and similar products Posts-size,material,and height the dwelling,including basements Engineering data for I-joists Piers-size,material,depth below grade Loadbearing walls not indicated Provide engineering data for the piers to resist Load calculations required Design loads not indicated or insufficient: gravity,lateral,shear and uplift loads,stamped and Whirlpool tub hydromassage tub disconnect signed bya CT licensed designlocation not identified gn professional ICeiling Plan(s) Indicate joist hangers at flush framing and ledger Mechanical plan(s) Plans required Stair,handrails,and guardrails details Plans required Joists over-spanned Dryer vent Ceiling joists-plan required for geometry Heating,ventilation,and air conditioning plant Ceiling joists-spacing,span,direction,species Beam over-spanned locations and grade Combustion air requirements Ceiling joists required to support minimum 30 psf Height of deck above adjacent grade Type of heat(oil,gas,alae) live load Heat loss/gain calculations Chimneys and Fireplaces g Ceiling joists over-spanned Input rating of furnace/boiler Indicate clearance of masonry to combustible IRoof Plan(s) framing materials and clearance from fireplace Gas Systems Plans required opening to finished trim Plans required Show data for mechanical flue sizing LP tank location and size Rafters-pitch,spacing,span,species,and grade Show exterior combustion air source Trench depth Provide framing details of trayed/vaulted ceilings Flue sizes Plumbing plan(s) Provide detail of cathedral ceiling structure and Manufactures data and installation instructions for Plans re venting metal fireplaces Building trap location Indicate connection of lower chord of roof trusses Dimension height of chimney above the roof Sewer location and ceiling joists to the top plates and wall studs. Two-Family Dwelling Unit Separation(R317.1) Domestic water location Calculate roof tie-down sizes for wind conditions Separation by 1-hr fire-resistance construction, Manufacturers data for whirlpools,corner tubs,& Show framing for gables in cathedral ceiling construction provide a listed assembly larger tubs Roof rafters over-spanned Rated wall and/or floor assemblies shall be tight Water heater size,type,and location against exterior walls and to the underside of the _Input rating of hot water heater Ridge strapping required roof sheathing,provide more detail Ridge beam,engineering data required Supporting construction shall have an equal or greater fire-resistive rating,provide details Comments: /1111:.. tcial A=AQ rd=Basement 12=19(21- S=Site 1=First,Floor 2=Secorufggfoor 3=`11jriEfoar q(gvirerfApnif5,2005 cr . 1 - Himmi 1 7 1 °."1. 1 ; H Lij Le CI 1 i .,..,......,. .. . > , c, , , . ,....., (.5 ! , ,, , . _.........:___,.... , _... . .., LU CC aqi z a_ •••• cr.) ....I 1 1 , [ 1 i 1 1 i 1 , [ . ' Town of Montville , Plans Approved for Construction /' . 1, Approval shall not be construed • , , ___. as a permit for, or approval of, — :/ ,...,..,:: \ I 1 1 1.0 = = \ any violation of the provisions i 2, L1 = of t - onnecticut Building Code i • opy aii-File Copy . . . , Jr L-2—/ 5:1—. .„, .. ......____, .. . .., .. Li --.. -.. ,.,. ..., m , , A c.< , • , . ....... , .....„ Q.. t.) k , V:�` ? ' .. Ul a.,Q�te ` o -0 4; 4t.:* 'I s, Vis". _ 4k• 'ia�•- '....re ...I- 1- r T X Ho-� , 1 I i r .` -9P- 410 :j I J -1 1 i in\c,,7 X1. to D7 m I _D Q) o I?, 0 U N I 1 a Z I V - Q)/ U \ ---� / �' p 1' di Aice—.= 0 ,, U I/I o to X -.4/ (-4 di ,m --1. is „visr,t,X„9t6-,E ,y x„%6-,Z J „D—,i�Z j J d3a ONlalifla g v x u 5002 L o 130 0g0 00 3 `'- c �n 3 0 03A13331:1 01 # " �� 3 . <e i t ' ,.t. 4.,,...'"......,..,i . 2 .Oi'in , WI VP �� t a «lis X v ie-,z ,>- ■ _ " ' (IP 9-P • -;!4 ; , 41 L '( 4 \ i . f I m x a / 1037 y /" m Z CZ 1 /\-..--- -' I '�_— _-1 1 \4 I . 1- 0o U 0 A , ui 1-=:"."... 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X a a -- j 3 1g ii } �S 2,E :.)c i CD%(<. -- 3©54/ , 4 (3oS4)/ 3,2 - S J Z3,3 S2 _ 2_,,k ;' / , , 1 p ___ ( -2A /2 )S7 i ) , i E5 Emit; j , L ;bz, A, (2 `71 s o ,, 1 22 W( 4_ 5,gy1. a P . L*P..a_ArGt C " 0,44-2," A- :,-.--.?-v 11...k tZ 'D '3V A- mac, = S� x 3�e, kr (13 = 5 v X ( Z L:30 PLC = 5 (Gars/Z} (16,e t2) z 50 , l' , Gt1 C1(,,}2- , la -.) t 3EyC2s1)66). ,53 + - fCF i ' X • ./ ` X `C O f t .� 4 . - , _ . , LVL_ c . t j FIRE- RATED DOORS } 3 FireRatedDoors . . . • Protecting your home and family. When you choose Therma-Tru fire-rated doors, you add protection and good looks. Our fire-rated doors meet standard codes as they increase { safety in single-and multi-family homes. All of our fire doors offer easy, tilt-in installation and are available pre-hung in steel split-jamb frames. • Visit our website at www.thermatru.com for information concerning code requirements and testing results. • Reliable Warranties Fire-rated doors come with a limited warranty.* You can rest assured that your door will last for years to come. • Steel 'Limited 10-Year Warranty sz. r �. Smooth-Star Limited 20-Year Warranty y b -Cla iLi ited Lifetime Warranty *Warranties may not apply in light commercial applications.For complete details contact your nearby Therma-Tru dealer or visit us at www.thermatru.comlwarranties. Smooth-Star Door Style:SSF160 Steel Fire-Rated Doors • Therma-Tru fire-rated steel doors combine the strength of steel with a 90-minute fire rating. Our fire-rated steel doors are steel-edged, making them suitable for use in condominiums, office buildings or light, commercial buildings. Therma-Tru steel doors offer a variety of security features, including a solid wood lockblock that ensures hardware is mounted securely, and a proprietary security strike plate that strengthens the entire door system.Available in three-classic styles (also available in 70"heights), steel fire doors add safety and style to any home. 111, 500•1. 501•1. 510.} 10"x 10"mesh lite 142 THERMADTRUE 2.7 90-Minute Insulated Steel Fire Door DOORS THE DOOR SYSTEM YOU CAN BELIEVE IN PRODUCT: 90-Minute Insulated Steel Fire Door RATING: 90 Minute "B" Label S_.' WARNOCK H E R S E Y THERMA T R U LISTED FIRE DOOR it jam ® 1-1/2 HOUR RATING AGENCY PROVIDING TESTING, MINUMUM LATCH THROW 1/2 IN. INSPECTION,CERTIFICATION DO NOT REMOVE OR W H I- AND LISTING: COVER THIS LABEL BUTLER,IN 46721 Warnock Hersey International NOT FOR USE IN PAIRS W WARNOCK HERSEY THERMA TRU CONDITIONS FOR USE: ibLSTED FIRE DOOR —=7® 111/2 HOUR RATING For use in any 1/3-hour,3/4-hour, 1-hour MINUMUM LATCH THROW 1/2 IN. or 1-1/2-hour rated o enin DO NOT REMOVE OR W H I- P g• COVER THIS LABEL ROLAND,OK 74954 NOT FOR USE IN PAIRS RATING: n N WARNOCK HERSEY THIS FIRE DOOR 90 Minute B Label MUST BE INSTALLED THERMA T R U LISTED FIRE DOOR For Use with Surface � WITH APPROVED OR ® MINUMUM LATCH THROW 1/2 IN. USTED SURFACE Mounted hardware MOUNTED HARD- DO DO NOT REMOVE OR W HI- WARE.ANY OTHER COVER THIS LABEL HARDWARE SHALL BUTLER.IN 46721 NOT FOR USE IN PAIRS VOID THE LABEL. AGENCY PROVID- ING TESTING, WARNOCK HERSEY THIS FIRE DOOR INSPECTION, _ MUST BE INSTALLED THERMA T R U 1-1/2 HOURFIRRATINGWITH APPROVED OR DOOR CERTIFICATIONMini® MINUMUM LATCH THROW 1/21N. USTED SURFACE AND LISTING: DO NOT REMOVE OR MOUNTED HARD- COVER THIS LABEL W H I- WARE.ANY OTHER Warnock Hersey HARDWARE SHALL ROLAND,OK 74954 International NOT FOR USE IN PAIRS VOID THE LABEL. CONDITIONS FOR USE: For use when surface mounted hardware is exclusively installed on the door in any 1/3-hour,3/4- hour, 1-hour or 1-1/2-hour rated opening. Page 8 FIRE 2 Issued:Dec 2000 Product Manual Product Details Therma-Tru is a registered trademark of Therma-Tru Corp. ©2000 Therma-Tru Corp. THERMAEITRU' DOORS THE DOOR SYSTEM YOU CAN BELIEVE IN 2.7 90-Minute Insulated Steel Fire Door SIZES AND RESTRICTIONS (refer also to General Information,section "FIRE 1"): • Maximum size: 3/0 x 7/0 • Flush or any embossed patterns qualify: Any of Therma-Tru's standard panel embossment patterns may be used to make up a 90-minute fire door assembly and labeled accordingly. For models not shown in price list,please inquire as a special quote request. • Handing: Doors are handed. Order as RH or LH. • 90-minute labels signify 1-1/2 hour or less: Upon request,the steel-edged slabs may be labeled with 60-minute(1 hour) or 20-minute (1/3 hour)labels. However, a job site inspector or fire marshal will consider the 90-minute label as valid for any opening requirements equal to or less than 90-minutes. • Edge construction,hinge mounts: Door slab edges are flat with square corners. Hinges apply as surface-mounted;hinges may not be mortised. • Mounting special hinges: The Therma-Tru standard hinge hole groups in slab edges are for Therma-Tru hinges only. If a request is made for a quotation,Therma-Tru may prep slab edges for hinges with different hole patterns,or at nonstandard hinge-mount locations. Slabs may ship with blank undrilled hinge side edges,and any distributor may,without restrictions,drill holes in slab edges for special hinges. • Hardware reinforcements: See Product Manual,section SHOP 3,DOOR PREPARATION for locations and size of standard lockblock reinforcement. Note standards for panic-type (both sides have a lockblock)and closer reinforcement blocks. Specify any special blocking required, in a special quote request. • Edge mortise for lock face: Lock face mortises are machined with radius corners only. Square corners cannot be machined by Therma-Tru. The mortise is 1-1/8 x 2-1/4 inches(standard lock faces are 1 x 2-1/4 inches.) • Vision lites: Therma-Tru and Warnock Hersey certified machining distributors may prep door slabs for and install listed fire door vision lites,up to 100 square inches in size. A 10"x 10"lite is available from Therma-Tru,but the restriction on size maximum will permit,for example,a 5"x 20"lite. Vision lite must be installed at least 6"from edges of door and any other cutout. • No louvers: Louvers are not allowed. FEATURES AND CONSTRUCTION DETAILS: • 24-Ga.Electrogalvanized Steel • Solid Insulating Core • Primered Steel Surface Product Manual Issued: Dec 2000 FIRE 2 Page 9 Product Details Therma-Tru is a registered trademark ofTherma-Tru Corp. ®2000 Therma-Tru Corp. W 'N.,,,-6Jm sNO w pDN W y Z .,, Z 4: —i3 � t _ _ U > os: N 1 bri o' vy;ti. ` 4-1 rri L U 'i• i meq . a 0 0 - w. y s cS E _a ;',` E NI 4 ..4 0 • ro 4 C C)--- ka \/\ • . „act 0.1t; ./ 0 V 44 r d ° �.! o e Y - • . r . /-. fi�� . "...IP",1i- j • Eg-2.M:=11, , /'O•••.•ere- r. ;l, ITI=11 \�\ ,_ u ' 4 —; • 1T �,\\i CL. i',.., == . v H r's, . 1L\ • U ^� -v `o I.— ' N c Etlf) ,� . \ • . 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Q \ U �► \ O 1 0 A \ c i /3 o \ 4- -0 \ 0 , Q V \ 2 --5 cu \N X N `6 ig Qj \ \N \ L V \ 430 N C \ \ Q- \ p S o q NZi -,\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ p Q 0 I Q)I I I I V I I 0 L L I -0 I s Q) 0 I I 1 I c 0 I I I -a-6-1 I .n I I C I I Ll.l0 I 0 } `a- [ O OI I I v' l', I V O 1 l 1 I CO C u ID L Ln1 I V 1 v I 1a_ 7,----- ------...\ co 3I I +' V I I 4..1 _. Q) i 1 II C— ga \ lUI II I 1 1 I I 0 , 4-1I 1 07 T ' 0 I I - , 2I , I L y. Y (0 Alt Q) 1,'I7) Q) 0 , I O II �./� I, I IV I,I r I, I I, 'I I I 1 I I m I I 1 V I II I I Z I I I I I I m 13 I II Q) I I 0 12 21_ 7I CO II Q I I CQ -I Qto r r 0 O I I.{ : L II p) 9-- 0 0 r 4 4 4 _U ._ � co � -4- Q0 Figure 3.8a Corner Stud Holddown Figure 3.8b Corner Stud Holddown Detail - 3 Studs With Detail - 4 Studs Blocking 1 Blocking at 24"o.c. =� 1biifl 111 01 Min 111 0 inai "we IT-rofr.- Endwall Sidewall .�� Milw Holddown Corner stud connected toa Holddown transfer shear ---2-16d Common �2-16d Common nails at 10" O.C. - nails at 6" o.c. Corner stud I� - r) 1, connected to transfer shear `r• 1111111111111141111111411111111" o.® Figure 3.8c Interior Stud Detail Figure 3.8d Top Plate Intersection Detail �j Upper top plate laps continuous lower 1 ri . top plate 1:10' . NI 10,111111111111 illi II 1 P se 1 _.. .._ _gyp, . Figure 3.7b Floor Bracing Endwall 1 I I I I ._-3- _ _ ra--:- "'-��,,.�< "'r,awr+eJ�U.:"u.-v.•��^�.^.�tN.a"�'�.ra..-�'a'.'�"'3E'�:::n::`^t.. .. ...__..__ . ... ..._...__ . —�� MINIM M U EDGE r , DISTANCE J / a 318tt • • o o _ 7 0 0 ° °�° 8d COMMONS TO PLATES. FILL ONE OF THREE HOLES TO H14 BOTTOM FLANGE. Top Plate Splice Requirements for Wind - Exposure B & C - Building Dimension(ft.) Minimum Splice Length(ft.j'r'3 12 2 16 3 20 4 24 4 28 5 32 6 36 7 40 8 50 10 60 12 70 14 80 16 Tabulated splice lengths assume top plate-to-top plate connection using 2-164 nails per foot. For shorter splice lengths,the nail spacing shall be reduced in order to provide an equivalent number of nails. 3 Tabulated splice lengths assume a building located in Exposure B or C. I Top plates shall be a minimum of stud grade material. Top Plate Splice Length r 1 t 4 . ^1 3_ 0 N -15 &I a s044- ) -- 015 0 ' \ . \ )? Q, S O8 \ N N 3 N (A 5 ( \ 6 6: c1 i \ \ Cu CD bo k E s' 4, ,,,4-CP -VI \\ LE,:: „...i w ...m.........mimm..41) . , . ' "X a :i- ( -^ n , , il k ,(-1 \. \A [i \\\ ____,, , Q cc 6 \ `, \ \ \ \ \ RMS \ ��711\ 111.\ al X cP co- C/ Let G E 09/28/05 WED 08:09 FAX 1 860 439 0803 LENIHAN LUMBER 0 001 •- ruse runs Yoe •ty •y • ' Lir, • -, , "s 14838386 WSI 5TK 624 1 FINK 140 1 j :Job Reference(op4un21) _ mod Structures, a or . E 04005 5.100 S Mar 25 X003 MiTek Industries,Inc. Tue May 13 06;18:27 2003 Page 1 -1-4A 6-311_ _..I _, 12-0-0 174-12 ,•24.0.0 , 254-0 . 1-4-0 5.3-4 5.8.12 5-8-12 8-3.4 1-1-0 Scale=1:43.8 dxa= 4 • 6.00 12 �• J ..•.. ..... ... ... . .. . . ...'� 1.Sxd •\ .. ..... . 1.5x4/i ....... ...... ' ..- .. / �\ �\, 7 2 .�y. \\\\,, // \\ / 5 3x6- 10 11 9 12 a 343 - 3x10 II 3x4= 4x4 .- 3x4 3x10 ll I 12"Max.Cant 12"Max.Cant See Alternate Detail Below _ 24b0 See Alternate Detail Below 8-2-3 �-- ... 15.9,13 8-2-3 7-7-10 8-2-3 g - .. ...._.— -Piste Offsets IX,YI: Tz_a8-4,0-0 6],,l2,;0.0�Edgel 75 X12,0-i-0];L6:0.8-4r0 0-61 l,L � (fh.Etlge9;P 2-0 Ed el LOADING(psf) SPACING 2-0-0 CSI DEFL in (toc) 1/deft L/d PLATES GRIP TCLL 42.0 PlateS Increase 1.15 TC 0.73 Vert(LL) -0.22 8-10 >999 360 MI120 169/123 TCDL 7.0 • Lumber Increase 1.15 . 6C 0.67 Vert(TL) -0.29 8-10 >973 180 BCLL 0.0 ♦ Rep Stress lncr YES W8 0.75 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code BOCA/ANSI95 i (Matrix) Weight:85 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 3-1 1-6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. WEBS 2X4SPF-S Stud WEDGE Left: 2 X 6 SPF 1650F 1.5E, Right: 2 X 6 SPF 1850F 1.5E REACTIONS (lb/size) 2=1596/0-3-8,6-1596/0-3-8 Max Horz 2.-1OB(Ioad case 3) Max Uplift2=-1234(load case 2), 6=-1234(Ioad case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=57,2-3=-2571,3-4=-2250,4-6=-2250, 5-6=-2571, 6-7-57 BOT CHORD 2-10=2171, 10-11 u1474, 9-11=1474, 9-12=1474,8-12-1474, 6-8=2171 WEBS 3-10=-512,4-10-"791,4-8=791, 5-8=-512 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)This truSS has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level, using 6.0 psf tap chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building,of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 par BOCA/ANSI95 If end verticals exist,they arc 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) 'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1234-lb uplift at joint 2 and 1234 lb uplift at joint 6. LOAD CASE(S) Standard ouogsosossa°a DESIGN LOADING: `oe ®�AMooa�, " TCLL/T•OTAL(PSF) 6"; t%%1 �y'�+ , 42/59 @ 24"oc. 4.'4,• �` ......es.. 0 53/74(gZ 19.2"Or. 2 ----::--V 2x6 Wedge ...��Q x"�,t� is/ C ti �,`� 63/79 0 15"oc. =r { C...7 `4Q `�,•r ' .?<tom••. `tam- ..12 1/2" " it; 7 : £ .. rime: -mo o '112" M . ' :� " - '. 7 Z• 'm6x10 .C�A ties:jr:1,0-11.1 ,i :r • �. "r'r ONA L E. `,,S °ejQeeaeeeti�•s''May 13,. 2QQa.i A WARNAra-Ver(jy deafgn parareetera and READ NOTES ON TWD AND REVERSE SIDE BEFORE USE. NMI MP Design vow lot use only with M[fek connectors.This design It based only upon parometert shown,and is 101 an individual building component to be Installed ono*acted vertically. Applicability of design parameters one proper Incorpolotlon or component is respeiWDUrty of building designer-not truss rat aezrpncr.BiocIng shown Is tot salerci support 01 individual web members only.Additional temporary bracing to Inswe stabilIty cluing construetlon It the riscponsrrerry of the erector.Additional permanent bracing or the overall structure Is the I espontIbIlity of the bulldhg designer.poi general guidance regarding labrlcation,quality cannot storage.delivery.erection and bracing,consult QST-88 fluctity 6landatd.DSi-59 Bracing SpeCltlColion.and HIB-91 M iTe k® Handling Installing and Bracing Recommendation available trom Truss plate institute.etas D'Onorrlo Olive.Maa1on,WI 53719. U9/L6/U5 WED 09:06 FAX 1 860 439 0803 LENIHAN LUMBER Z001 09/2'7/2005 19:46 FAX 1 978 670 3988 13015E CASCADE g 002/010 :r ,:r}. •,.L... ....,7.,,,s...!.„..;.,... `.,1,. ••r'1 :;—:ig ti .,•psi2,,.i;:n114:x.:'•;1:•:r Vr" - .114,1: «j«,p_•.(Q:4�i+ i�t::.i'!ie Y• $, ti:9"Sti�,;.• :1,', .1:F: ::Fi. .t•. .?;', ».u:^' ''t. .�:.2.�_ ::.c.. a•.c.xY:h:.V•:r'•.?: 4r 4:. •�• t••.Ir,��Sr'k:= .4;,vv •u:^ ,3;•!••S+�i$ •�X•,a�` ,�r,. � i::-a.••• . ;:�". Ni k•. •.• �.: rl tP J�..' ,.r.:•:,:t int .....,,. x._r �r,t .. a; t.• �� �•.,,�„ e '^ a •, ]w. y,�+ � ,r.•a ? ,rqr...,ar Ji t �A'. 4:>;;,-;,,•:,'•65'')..(�;+ ,.;.:i� ,yt�'., . ......:,�i ..•.A'••..•�,'.:. �•t•,.. .�,^:�.,.. .;;'aFl�+}x'!71 F>ear.;'�:. ,•a�;1�:r;>.,:.lir•::�:.` ,�:saS..:t:••..,t.�nC.�r.'.<fa'r�a..,•�5"VK �'....a.�i�,:!,.:tii.�., 3: ''r•Y....s�'�Ser 1�pr:�ia �,•A�r Y�� "1,�ar ORIENTED Workability Rated 089 Sheathing Roof Panels STRAND BOARD • The panel may be fastened with APA Spar Ratings nails, screws, adhesive or staples. APA Maximum Live Load NG Thickness Span Rating for Roofs(Ib.)•• NOTE: CPANELSonsult your local building authorities regarding acceptability of . .. -. . -___-- •— �4 "•,d x F�1 s,. ,Mx.• w. fastening cechnlquee '116" 2't.it, 40 ��;Ffg3;�t1 ,'?'lAdYuAS¢ tex�x .i,.'..:: ertexdAu•F • , 15,32" 32/16 70 s b f aThe panels may be sawn cleanly, ' ____ 6 "f9 1 u+�"l' y' 1/1' 32/16 To sif�,I,I.,1m.•,",,,,,,'Vh��� •' ilki,::#1 `� p�:� ;,•_ and may be routed or drilled with ---'• - - _ e!'l�afitw�P' .1. s:%rrsL cr:wa. .•t % 19/32" a0/2U 130 v:41.'.;��s..-• I.'•t•l rb'k+Is- .^.,,:.;; ivii--Yi"Pk�h2 •.� standard woodworks g tools. ---..._._.. _._.__._._.. _. ...... ..-- E?•.-:.: :'::: •-$t F ;,,. "•" n '3__." 48/24 175 ..: 52 ripe® :a,• li — u�r'S>n�y,��.�•�• ?� t�_ r1.-.1.,,u•__....... 48 u,e, 7,90 �'• 'i '; `• Sizes =.�• •; ..,1;.......;111,!1..7:!.: :, r'rxx OSB panelsfabricates -•L,v __^`_.... _._ �. Y ;i. ;4J:: .SC"'oe%• r,i, sheathing are a Irma'G''�4"O.r.. Pin condlUn :..; �" .e..:...,),11:! ..):: • =:• p:;f.;.z :t in standard 4 x 8' size, and In thick- ? •;••f � The panels also conform to HUD ;;.r:. • • • r w�Yy•• v nesses rangingfrom 3 8" to ;. . .I �"i� t��� t�t +1y t �i / "Use of Materials" Bulletin Np. UM- +i: =• 1414 14.1., I• i +• �* 1.1/8 Sizes 4 x 9' and 4 x 10'. 40, and National 1 3� a t tlat� ational [:valuation Report 31. r •. r� o K y I k t; and oversized panels, are subject to NER 121. Tho :� i duels car the APA ,tom,�,� P" carry • _I. .u' ,.,11,4 A ..•:41.e,•4 availability, s;'.;s Atm .mil4 t, performance rating stamp with the �. �: � . __ " s. followln:, information' < , ` ;,R ,'..• _`�.1:::. ",••z. ,,.• Limitations ', . 1 pr•`I':.:fir;:fir. ti'' `•=•: i %;,..1::..;;.:;:l • 054 SHEATHING PANELS ARE NOT 1 . .:w-:,' +.1: _. _.1' i • . , ,.. •.t_. ,.r.. ..�� R OR U E t•..4•i,:^;« rk{1., .� >,e �. . •�•r; ;i.. •,;SPA , " " ' FO UNPROTECTED ND(E $ Poi el gradE . T"" T'°a'»"' k. Q:'F�C1..SN E4TEfi�fG"' Span rating ' Manufacturer they must be covered with siding -•s��y�4I'16;.';�418�iNc * -nlCxness: Louisianrt•Pacific Cor o arson panels or other type of exterior wall Exposure ',faa51zE0.FOR:S?,&i. i " p curabinty --- ' P125UfiE 42.1:'rn;!i numoer 111 SW Fifth Avenue cladding or roofing materials. c acs,rcahon ;ki41 ;f^:.•.: •r�: r-, Normal exposure to weather during lr, .r,�.,,•.n Portland; Oregon 9720.1-3601 '$ "p_'rpg +,,. _.. minor construction. delays will not Product Description damage the panels, ADDITIONAL '' P"r'ormance Raced ane 5tenparC Basic Uses PROTECTIVE MEASURES MAY BE • Wei: par els 7/16" :''ick may be • OSB sheathing panels ;ire designed NECESSARY DURING EXTENDED used on •tubs spaced up to 24" o.c, for use in roof, wall, an'i twolayer ADVERSE WEATHER CONDITIONS • Some 058 sheathing panels 3/8' subfioor systems, in co'nmercial and • Slight surface flaking or thickness thick arc, available that carry APA residential projects, maintenance, swells caused by excessive rain or Series Mobile Home Roof Sheathing remodeling or new con$,tructIon. brief exposure to standing water Rating N-216R. will not affect the panels' structural • OSB sheathing panels manufactured Materials and Fabrication performance. • OSB sheathing panels Aremanufac by I.P it Canada exceed the require grainments es(ablisheo by the Canadian lured to be free of knots, Technical Data Standar; Association CSA 0437 defects, splits, and other irregulari- Applicable Standards ties.The wood shapes are mixed and/or (.iA 0325. p 056 sheathing panels comply with with binder, arranged Ir layers for the following industry standards and NOTE: 055 .sheathing Structural 1 Rated maximum strength and stability, certifications, panels are available to meet stringent and bonded under heat and • The panels conform to the Council technical s,xtcifications for roof and wall pressure. of American Building Officials insrallatiOn 3 In areas where high winds • 058 sheathing panels ilre of a con- National Evaluation Report NER 108 or earthquc'kes may occur. Consult L•P's sistent Composition. easily handled, for APA-The Engineered Wood STRUC 1 s,uecification sheet(4-8-K/5-8) sound on both sides, aid free of Association Performance Rating for additror a!information. knots, core voids, split!; and Standard PRP 108, and are checks. They are coated on all four approved under the APA Rated edges for added moistt re rests- Sheathing Standard as follows: tance and dimensional stability. • OSB sheathing roof par els have a coarse-textured surface providing safer footing on pitchec roofs. ::'.'PS.:.,f>.1 ‘0.99 uaiz5iuo tall ua:uti 1-AA 1 tlt$U 439 U503 LENIHAN LUMBER 2002 09/27/2005 19:48 FAX 1 978 670 3988 BOISE CASCADE s •},�� �. •� •ty�r�,. a � , .r"F ,� F.;,,.. qj,;,c:r.r;,..;...,.•,.,.,.�.:...;, 0 3 410 •..,� ,..w.yT Alii :S`.•��r,YF�tiab..•.a• t'•:'• •:+ ;i„i.s.:.•ti;.6e..e'•r:::}4�h ..40,,. ,,,, �i },,tj y.v;.•.r.,.:� -}.a-,.t, .y tl 7. yT;;;@':'.:(`;:•. ,,1. `•;k�g.t in• .l t. dry'; ,'.�.': ;r'.{t o..,r..� r...,:��.:i ,:�'i•r., '�� .f:•".`r k...-.x:': ^' , a ..t,' P'hvr, .,,a;:' '.. felt ,... A.m• w, '?' :::: "1,.:,•(.•,::.'.y • may.;'rr,i,'.�i+..,}_r.C: %::::%qf,:j,. .s:•.ty;4'•,S?: >:,:.; r• , (:Vr� ,Y.� ;f�f"� �H1�N. ,lyy.. 'r I. iA 7; - M1. �t :H .r .,Y.i,i ,, .:•;.r..., ,�,.::•�::�.:.�z..n• ..:. �. ...�.>.;� ....ry=w.y,•..,�.•• 'F.M..v x'...l.:ati::b..;/M1w1.Y b:}.",'.. I�:a,•r,..rw,!r:-•'•ri.•...'.r.:.�•.: ,.a.�•"!rf-..= ;:.f�.h:n- :,u. �X�,{.a., ,}��, .�T 9.:. {•j•i1., ,u.f.r •,�/ ,r `.`•w..„ .} .:•r ,c��,.Y.•.. .�{.. ,f:,- :h3•. .r. •ew.:rid A i...'•�.��: 'I� .'li'.M.• a Ta;"a ,y a, . •x,.11 yl (� w r••�i/ y 1, i_ •r:Y'rnl• .. 1. ...,}.d,.•::.•i. f:,r,�['y'!'MMV:. '`f.r.lM .ir 4M17 •' ... �'��. A:!.Y .R. -.}.....•(:.,....... . .....a.... ..... .. •. ...�•S.{•J!��; .r, .Y.',•'1' .. .'�'y�. ,...�.......!rT.. •rM. Environmental Impact Roof Installation Manufactured Homes installation Louisiena•Pacific building products are • Install with the long dimension or • Panels are availaole that carry APA manufactured in accordance MO- the strength axis of the panel across 5erls Mobile -ime Roof Sheathing company's policy on protection cf the supports. and with panel continuous Rating N-216R Sheathing panels environment which incluCleS: over two or more spans. 3/8" thick ma" oe installed perpen- Place• • Use of environmental control tech- skid resistant side up. Wear dicular or pars ital to supports, sknology and energy efficient eq-lip- installing rooft shoes when spaced a maxi T:um of 16” o.c., and installing roof sheathing. ment to conserve resources, Suitable edge support shall be proved will Support a :10 psf live load with- - • Using process byproducts to ed where Indicated on drawings by out exceeding 3 deflection limit of produce heat and electricity, use of panel clips. Panel end joints 1/180. No edgy support ie thereby conserving nonrenewable shall occur over framing. Provide required. energy sources, 1/8" minimum space at panel ends • For further installation instructions • Harvesting timberland following and edges. refer to the API "Design/ the soundest practices dictated by • Nail 6" o.c, along supported panel Construction C ulde - Residential & the ecological requirements o' the edges and 12" o.c. at intermediate Commercial". '"his publication is supports. Use 8c1 common nails for specific type of forest, available from APA (253) 565.6600. • Managing forests for Liber gre'vth panels up to 1". For panels over 1 while also promoting biodiversity. use 8d ring-shank or 10d cnrnmon Availability • Developing and marketing pro iucts nails. Other rode-approved fasten- • OSB sheathing panels are available ars may be used. directly from LP's manufacturing which do not require material 'torn a Cover roof sheathing as soon as sensitive environments such e s oldplant by railcar, iwell as plgoyback possible with roofing felt or shingle and truckload �hiprnent, growth forests. underlayment for protection against Physical Properties excessive moisture prior to roofing, • Allow OSB sheathing TO dry before • 0S6 sheathing wall panels provide installing roofing materials. Do not sufficient racking strength to meet install roofing materials over wet corner bracing requirements. Substrate. • Panels are stiff and strong and have a low coefficient of lineal expo nsion. NOTE: Check with your local building For further technical, and engir Bering department before deciding on an information and Material Safety Data installation method. Technical Services/ Sales Information Sheets, contact your Louielan a• Wall Installation Pacific sales office listed below, • OS1:3 sheathing wall panels may be (847) 517-8833 installed vertically or horizontally. In FAX (847) 517-fIft70 Installation horizontal installations; stagger Chicago, Illinois General Requirements joints a minimum of one stud space. • Comply with local safety fegtl ations • Provide 1/8" minimum space (409) 756-0541 when installing roof, wall, or Sub- between panel ends and edges, FAX (409) 539-4,109 floor sheathing. • Unless otherwise specified, for Houston, Texas • The following manufacturer's panels up to 1/2" thick, fasten with instructions comply with APA'r. 6d common nails located 6" 0.0. "Design/Construction Guide - along supported panel edges. and Residential &Commercial", Form 12" o.c. over intermediate supports. No. E3OQ, November 1998 For panels 1" and thicker, fasten with Sd common smooth or ring- Storage and Handling shank nails, spaced 6" along sup- • Store panels in clean, dry areas ported panel edges and ends and off the ground. If possible, stc re 12" o.c. over intermediate supports, indoors. If stored outside. co er Other code-approved fasteners may with plastic sheets or tarps. keep be used. • In interior installations -garages or I;;'' fiN ti L ou i.; ana-Paco fic cover open and away from the sidesr and bottom of panels to allow for interior wall paneling- 3/8" thick 31;-: • panels may be applied to studs air circulation, installed24" Ugric L..,,:,aria“"°" an.:o:nor-".- -c •- ^r. o.c. Provide a mini- cr: -.,`�.n'AP,,ar. arc' -•r.-::,a:- :.v.;cr"'." • Additional protective measures may mum 1/8" spacingbetween panel +•` 'c'•::rv'``'""`c;""" be necessary during extended ends and edges, NOTE 1.C.,r,,2,,:,-+,M...:::,c:,,:x..:r•,“Pc,,I..r.,.. ,.:n: ,o•,;ter•,r nr:x,:te:.1,01/7114t/01 rO',^•�Y,nqt u,00 v,.¢1n,....,:r: .. adverse weather conditions. ,,.•.a-e,,re::rr..,orn..A,. ,,aqe:nQA. UV/LS/u5 U/ u9:u7 FAX 1 StiU 439 0803 LENIHAN LUMBER l6003 09/27/2005 19:49 FAX 1 97S b70 39SS BOISE CASCADE tJUU4/01U MATERIAL SAFETY Louisiana Pacific r O DATA SHEET 111 ::w avenue Pvrl;tnd. r7on 97704 Emergency gency Phone(50.7)221.0800 LP OSB PRODUCTS • Products Inner-Seal-Brand ProduCIS • • Hazardous Ingredients Some wood species maycaus9 skin irritation or respiratory it7ilalion on prolonged repetitive(xlnh7cl by susceptible persons (i.e.allergies). Some researchers have observed instances ACGIH YLV ACSINS-EL OSHA rwA CCHA STEL where long-lerm exposure to w)od dust may be associated W000/W000 Ousi 5 mo/b>4• 10 mg/M' 15 mg/M' Hesin Solids(Ousts) m M tp _ with nasal Cancer.Wood dust is not listed as a cancer - f ry ' tarn/Ma IS mryM' C2usfng substance by the International Ager•cy for Research d.-I Oiphanylmalhane _ _ — �0�gym„ drrsoeyanele(M01, on Cancer(IARC), Nasional Tox cotogy Program(NTP), methylene b ethynyl American Conference of Goverrmenfal Industrial Hygienists tsocyanal�,methyl O+rsocyariate( (ACGIH),or the U.S. Occupatior al Salety& Health Free Formyldehyde(tracei 1 ppm 1,5 ppm I ppm 2 ppm Administration(OSHA), -I mryht'lot hardw dust 4,4 Diphenylmethane diisoc ;ani - -unporymerizedresinVara / te: The polymerized chemical Contained in panels p'e:senlC no risk to workers other than those related to panel dust. Formaldehyde: ducts s vePhysical Characteristics/ low amounts ol Yde and cvmpywh the slandards fpr formal- Storage Considerations dehyde ollgassing set by the U.:. Consumer Products Safety Commission(CPSC). Inner-Seal panel products are light brown or primer gray Formaldehyde has been listed t y IARC,NTP,and OSHA as in color and less dense Man water.These products are either a carcinogen(cancer-cau sing agent)or as a potential chemically stable but shC•ufd not be stored in areas where carcinogen. temperatures exceed 212'F or where exposure to open General Work Practice: Local ye itilalion should be provided flames or oxidizing agent;such as chlorine,strong acids, to remove wood dust from wori<spiaces when feasible.Users or hydrogen peroxide is possible- should wear protective gloves and goggles when handling orworking On panel products to I)tevent injury,Good house- keeping practices should be usi.1 to minimize dust levels in the air and to reduce the possibility of slipping on dust Fire and Explosion Data collected on floor surfaces. Inner-Seal panel product:'may ignite if exposed to temper- atures exceeding 400°F.These products are combustible and may burn It exposed o open flames,high temperature Disclaimer objects,or oAidizing cherr icalo. This MSDS is intended solely for solely education and not Finely divided wood dust generated by sawing,sanding, grinding and similar opera ions can create a severe explosion for use as specifications or warrar ties.The information .n ih s hazard if the dust concentration exceeds 40 grams per MSDS was obtained from usually •citable sources and is provided without any representations or warranties rcgani ng cubic meter and contacts an ignition source. Normal lirelighlincl methods for wood (fres such as water the accuracy or correctness. Sin(e the handfinq, use, a^d or CO2 extinguishment maybe used in case of fire,Toxic storage is beyond cur control, bili;ranany lolics assumes ,no constituents found in woos smoke include carbon monoxide, responsibility and disclaims Habil t/ for any loss,damage, aldehydes,and polycyclic aromatic hydrocarbons. Remove or expense arising therefrom. products and dust Io open;area after lire is extinguished to prevent re-ignition, . _ Comments ~ Louisiana-Pacilic has attempted b provide a readable Health Hazards/Protective Measures and informative MSOS for use with L-P products, Should you have any comments or sugglts lions regarding this Dust Wood dust can irritala eyes and breathing Persons subject to such irritation should wear protective 111 SNiSO ,please send them to LOU1;:13na-Pacilic Corporation, goggles and NIOSH-approved respirators for nuisance 111 SW Fifth Avenue, Portland,Oregon 97204, dust when working in area!:where dust is generated. Alin: MSDS•ln(ormalion Coordina:nr. i ,Lr rn 'k ", <Cf PANEL ,r ' Lu Ea SHEATHING CLIPS1! . a Steel panel sheathing clips Include model sizes PSCL%,PSCL?ka; '? y PSCL1%2,PSCL/s,PSCLS/a;PSCL19/az,PSCL3/4. MATERIAL:20 gauge FINISH:Galvanized INSTALLATION:Use the same size sheathing clip as the panel thickness. •Spans may be reduced for low slopes (per the • APA Residential Design/Construction Guide). fF " CODES:See page 10 for Code Listing Key Chart. y ' 14 1,-..,'' S R nil 1 (i(1w41RootShealtjing Span PSCL$ Code'. \\...,—,-.4,,,i;;;.,a "F' s' Banat: ` � { _, ,--1eVittiTSQL .,'IW1thQu1;RS,CL Per Span Ref. • 1f 24/0 34 24 20 1 it 24/16 3/s 24 24 1 4 32/,18 W32;'/2 82 2& 1 180 PSCL i 40/2Q: '0/a ;.40,,,,----:;,,:: 32 1 Typical PSCL ji 48/24 3/i 48 36 2 Installation !i 1.Reference 1997 UBC Table 23-II-E-1 and 2000 IBC Table 2304.7(3)for span rating. 154 i' — /c? 71 a S B No F S � ,.tip ( �-- r�� Psi� H fCups I `I `; 7„........<„,„!,,__ _____Rii_. // '\ • I . ! f \ ..M... \ \ 1 IA Lft.1 /1 , \ \ ; , \ . . ��.. lU��\- IIMl_ Ml_ � �It ! 11/1141 \ ../// ""e '----- ILi I —�`1000_ I I ; ;� II , I I 'fn l i= Il \\\\\� —l_• ,\,,; \ ,,',S1111\11\� �na I — � Ca 1 1-1--N \ 1 . , i \ I ,I L \ 1 \ 11 \ \\ ni4f ' , ngiJ / tI! ' 'i' . � I•\�I te'{a'uiu:rad :,:I � ilf� _ ii ��, �i' II1 \ 1 1,1111161,11v,„„._-_,,,,i----.44-41;110,....„41 1I ♦ 4i�ll \ \\ \\ , ,. ma-. idi'1�' t- 11 . 1 1 i.