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2005-655 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050655 Date Issued: Tuesday, June 27, 2006 This is to certify that work requested to be done as shown by Permit Number P20050655 has been completed. Tax Map Number. 523400-303-016-0001-047-002-0000 Location: 2 CARROLL St Owner. FRANK & RENEE PALANGI Applicant: MARK PETRIE This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Worc nt Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050655 Application Number: A20050655 Tax Map No: 523400-303-016-0001-047-002-0000 Permission is hereby granted to: FRANK & RENFF,PALANCTT � T For property located at: in the Town of Queensbury,to constrict or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: FRANK& RENEE PALANGI CARROLL Ave Garage-2 Cars Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $120,000.00 Total Value $120,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-655 FRANK PALANGI Lot 2 CARROLL ST. 1560 SQ FT SINGLE FAMILY DWELLING SPR 33-2005, AV 15-2004, Sub. No. 8-2004 $260.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 21, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ueens d esday, September 21, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code nforcement Permit No an),� tt__ Fee Paid-_ Building&Codes Office-Department of Community Development-TA�bf�li�e�+� y � 742 Bay Road,Queensbury, NY 12804 Recreatlon Fee Dave Hatin, Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. n J� Applicant/Builder � N PALMI C`�� �lV't k `� PA Owner: Address: _to kys, - A_lz- 6 \..* Address: Home Phone: Home Phone: 71. Email Address: Email Address: Cell Phone: 32- 3/ Cell Phone: 232 - 303/ FAX Phone: FAX Phone: Person responsible for supervision of work �with trespect to building and codes compliance: Name: �� 1� Address: Phone 11 O� Location of proposed construction: Lot No. Legal Address: . Tax Map Number: ./� I 1 �• a'`- Subdivision Name: , Estimated Cost of Construction: $ .00 Proposed construction is for: Residential Use _Commercial Use Name of Business: If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 10 Floor 2^d floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. q. Ft. Square feet Height Single-Family Dwelling Ft.8,In. Two-Fornity Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, Type of Heating System: Electric, Oil,0GasWood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date: h Q Applicant/Builder Signature: 1� The application of dated is hereby approved and permission granted fortT��Oi\Aufhorized nstruction, reconstruction or alteration of a building/and or accessory structure as set forth above. I----Date: Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 BLDG. PERMIT NO. 2005-655 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY FRANK PALANGI A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 2 CannoZL Szuet for the following uses: Singke Fam.i y I3u}ePiing Mavzch 21, 2006 �� DATE S9 , 4PI 1 ATURE OF A PLICA TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED ( )DISAPPROVED with the following conditions: Ce',ti6k'cate o4 Occupancy do be izzued upon compte.ti:on o6: Compteti.on o6 Gatage and Finat Sunv . A"o Fina.2 Gnade TEMPORARY CERTIFICATE OF OCCUPANC E: (q<1 00 DEPO IT: 100.00 received on Mauch 21, 2006 Date of Issuance Director of Bldg. & ode forcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 9u DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. Application for Permit- Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: ......................................_.......................................... ...._ Office se Location of installation: C1\� CO �5"1 � U File PerRXQ.,`a. Tax Map No.k-3 Fee Paid Owner's Name: .................................... Address: 2. INSTALLER'S NAME PHONE NO. G7 41 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply #of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present j x 110 gal/bdrm = 3�a Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes, / no Z_ 4. PARCEL INFORMATION: (circle applicable information& indicate measurements) Too a h it Nature Ground Water Bedrock or Im ervious Material Do ater Supplv Fla sand at what depth at what depth unicipal Rolling oam f✓ feet feet we Steep slope clay if well; water supply _%slope other , from any septic-system depth., absorption is ft. other Percolation Test:: (To be completed by licensed professional engineer or architect) Rate: K minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder. Spa or Whirlpool Tub. Septic Tank: 4d 5-(-, gallon (min. size 1,000 gal.) Tile Field: each trench 5 U ft. Total System Length: c3 ft Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # vZ / depth or thickness feet Bed System Size: v�5� x ,S`O Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sew Di oral Ordinance. Sig ture of respo sible per�oln Date Town of Queensbury Sewers and Sewage Disposal Chapter Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS S�1*lalVl aA mO#ur CASP4C� �/' a C P�.►Tlcaq.i � E"kAAJO i lk 3Rt3JRL1 Appendix C ABSORPTION FIELD SEPARATION REQUIREMENTS PO y� I Ise WAGLk R.-{K�NT t N � � pltlMQW�IY . L Check Residential Plan Review: One&Two Family Dwellings /F4N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq. 11. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required I IVY) Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors AU I Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise inder Run and Rise Spiral Not Allowed From 2d Story Smoke Detectors Battery Backup and Proper,Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. fety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped i Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed I 4 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: _am/pm Date Inspection request received: _ Inspector's Initials: '6- NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A BuildingNumber/Address visible from road ChimneyHeight/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch PlumbingVent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer ' Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flo rtificati red TffovernporaryOkay to issue !C or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc � rry G -- tS _ � Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/ D art: ��am/pm Date Inspection request received: "� —Q� Inspector's Initials: l NAME: PERMIT#: LOCATION: Z� DATE: — TYPE OF STRUCTURE: — — Comments Yes No N/A 1 / SJ f Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches OL/4 Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet V 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: `- Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O [Tem or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doe Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay,Road Queensbury,NY 12804 Date received: Jam, t3c�a7" NAME: LOCATION: PERMIT#: Final Survey Plot Plan A roved Denied The attached final survey has been received by the Dept.of Community V ' Development. Upon review survey hastbeeq Craig Brown, Zoning Administrator Notes. �f i�V I�,a6b L:\.SueHemingwaylBuildmg.Codes.Inspection.FORMS1Final Survey Zoning Administrator.doc O g Y F- + ccDD 81"-L-9L�£OE :defy xe1 'LLO o ?o n >_ (L9Z/SLbL) F C Z N "del u,or T p!^eQ A a#ndaa j/N 1. la I c� o U � Z N - CN o W I� vi o O a?> 30N33 OtllO lAN1/1 H'JIH 13 9 ONn03 h I o OFIA (LO —��— 3�ILS l I l� p �s 4- �i.�0 ««<puno�adld uoil Off'�f'-���'� I a -O �- p o `Sg o W I�59'bg W C N 0 v a J n wa (LJ 6Z O l( 033(1) LL �a- I,- ? 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NAME: PERMIT#: ` _ r LOCATION: INSPECT ON: h TYPE OF STRUCTURE: Y N N/A COMMENTS raming Attic Access 22"x 30"minimum Jack uds ders raci Bridging grsha y/� Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 1^ z Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z au a(8) 16D nails each side a stoppi ,000 sq. ft. floor trusses cho is ft. or less on center nd water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour �� v3C3 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518)761-8256 Date Inspection req st eive Queensbury Building&Code Enforcement Arrive: a a Depart: ` a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: t RMIT#: LOCATION: INSPECT ON: — TYPE OF STRUCTURE: .�{? Comments Y N N/A ootings l 3 Piers Monolithic Slab '( l Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Foundation Inspection Report Office No. (518)761-8256 Date In ction r est re ved: Queensbury Building&Code Enforcement Arrive: am/pm Depart:' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init' NAME: ti RMTT#: LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Monolithic Slab TL 1t t. Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. — Foundation/Wallpour Reinforcement in Place i Foundation Dampproofing Foundation/Waterproofing Type of Dampproofng/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Queensbury Building & Code Enforcement - Residential Final Inspection 1 761-8256 Arrive: am/pm Depart: am/pm on request received: Inspector's Initials: NAME: f PERMIT#: �ocks LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes Ao N/A Building Number/Address visible from road / r� ChimneyHeight/"B"Vent/Direct Vent Location o Fresh Air Intake 3 in ing Vent through roof minimum 6 inches NY Roof CompWe/Exterior Finish Complete Platform at all exterior doors (.. Guards at stairs,decks,patios more than 30 inches above grade � t•V' " Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight �E� — Safety glazing/Window in stairwells safe la in Interior Smoke D ctors: Every level: Every Bedr m: Outside every bedroom ar Inter Connected: Batte backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched vc Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass nclosure Final Electrical �+r Final Survey Plot Plan 10 As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required � cN: Flood Plain Certificationuired y�' Okay to issue C 1 C / Tem or ermanent L:\Building&Codes Forms\Buiiding&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N2 93684 Cut-in Card N............................ Owner.......... f.......jl ! ................................................................................................ Location.....r ..... !Q OG ........5.. ....................................................... Lf ........ Installation Consisting* Pu ................................ .................................................................................................................................................................................. .................................................................................................................................................................................. InstalledBy..../11t.... iu G. ............................Lic.No................................................ . ............................. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon thi introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mg spections at any time, and if it: rules are violated,the Company shall have the right to r �keis ce ficatDate./.�& ................ INSPECTOR...... r..` . ......................... Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm Depart: Q t�' apm Date Inspection request received: _ Inspector's Initials: . � vQ�NAME: _ �� PERMIT#: LOCATION: 1 c1� � DATE: TYPE OF STRUCTURE: �= Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more < 1' Guard at deck,porches 36 inches or more k17 Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate j Gas Valve shut-off exposed/regulator 18 inches above grade I Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight l . Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backUP: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft. vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc [ c) -----�Z, Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: I_L-2! a /pm Date Inspection request received: 'Z- Inspector's Initials: NAME: - PERMIT LOCATION: DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete — `cj 4�1, 5 Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall r " l S;%-NkjZ rqj �y Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet �� �" 6 inch clearance to sill late ZdKw Gas Valve shut-off exposed/regulator 18 inches above {_ Interior privacy/trim/door main e ance 36 i ® � Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing1 �-�ZA5Z_ Interior Smoke De etors: Every level: Ev Bedro . /�`l Outside every bedroo rear., Inter d Batte backu : Monoxide Detect Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents ��Cc5 �3, •fl� �ip.} Bathroom Fans,if no window c�- Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade as Furnace shut-off within 30 feet or within line of site �� �� �e►��� Oil Fu ace shut-off at entrance to furnace area urns of Water Heater operating Ko VZW l� f' > t��•.. Low water shut-off boiler v Relief Valve(s)installed/Heat Trap/Water Temp 1101 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door oor closer Duct work Sealed properly - Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.inspection Sticker ` A �'� Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent A YR L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: rf -7 0 Queensbury Building& Code Enforcement Arrive: anvp Depart. pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: Ron. PERMIT#: U_ � LOCATION: a1 CP,� _ INSPECT ON: _ i i44 TYPE OF STRUCTURE: Comments Footings ---- -- ---------— �\`�✓ Piers Monolithic Slab Reinforcement in Place) The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing i Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHcmingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: in/ Depart: ! Ifl ani/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �1q4o-� PERMIT#: Z LOCATION: INSPECT ON: t t, TYPE OF STRUCTURE: Comme is Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place _ 'Z_ t4c— -- Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I.:\SueHemingway\Building.Codes.InspectionTO RM ST oundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No.(518) 761-8256 Date Inspectio0q;uest ive Queensbury Building&Code Enforcement Arrive: part: m742 Bay Rd.,Queensbury,NY 12804 Inspector's In NAME: PC^A ( C IT NO.: r LOCATION: /4� ?ECT ON: RECHECK: Comments and/or diagram Soil T : S la Type of n Muni ' Well Water Waterline s n distance ft. Well separation distance Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. -Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box .,l Distribution Box iqld/Pit Opening Seale Y /Partial End Ca o Location/Separations Foundation to tank —n ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left ight Side Middle Fro t iddle Rea S stem Use Sta s• Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Foundation Report Ins ection5� P � Office No. (S 18) 761-8256 Date Inspection request rece'ved: Queensbury Building&Code Enforcement Arrive: anvp Depart: Y am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: — PERMIT#. --� NAME:• C' ' 1 ` -5 `'��. LOCATION: 0., _ INSPECT ON: _ TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place i The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place JFoundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inch s above footing 6 poly for wet areas under slab ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation vInterior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building;.Codes.Inspection.FORMS\Foundation Inspection Report.doe .Ianuary 28.200: Foundation Report Ins Inspection P Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvpm Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: _ _ INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA Fo ngs �--------------_—_ Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHctningway\Building.Codes.Inspecti on.FORMS\Foundation Inspection Report.doc January 28,2003 of Ranee M. and Frank C. Palangi TurnAl(T QUlorENSSUPY i3tl1,�D!idC DEFr,.RT SENT Based on our limited examination Lotcompliance with our comments shad I not ue construed as indicating th plans and specifications are in f I cornplince with the Building Co FILE COPY of N\ w York State, NOTE: �'ti(32.o0• _ TOWN OF OUEENSBURY Sewage disposal system components ©z c o r� And their installation shall conform to oBUILDING cx O D S DEPT. Current standards established by the a 0 — 50' o Town of Queensbury. O Q REV Distribution PROPOSED — I [�A ( . ox �M��lV L o f 2 -- — _. ..._.5�... 15 Area: 14,519 Sq. Ft.± Hf 0'(Min. 1-STORY ` i ♦` Proposed 12'x 12' FRAME HOUSE —Concrete pad O � • PROPOSED PROPOSED i O 26' GARAGE RESIDENCE J'E _ 22' +_ 28' 60' Lands N/F David F. & Joan R. LaPier 3'x 3'Porch PacN 22 + 30' Qo J�a Pine QQ� /32.00 Jobl stock7D0S N441 71 sit pl►aukttyl 1 Typul 4.3 aphal zwoo PS-pi[ 5 "belt M a- 0- a a Algbb 011F 7='0- o P Pella L U1 Vy JA►,t Pck1QD5 6TOCZ M7'o. 08011111P 2005 AAs l.A7if Ctarrieu C64 6/is wimin LATAP'.RJ. er.M'[Nd k"JI(DN 6n"101411 Comae True# • I1i.rERt : ' U Op J4111To ffCaPr1 r4P 0.07 2n 1 OP-BB O.C, r10N 70 Jr l."C7 WT KID Rl KID TpL*I t-amigm Weds Iplrl Yrssraa I4P1�wf&ctarsd byt Art T also K T ny O.i7 . 2x_ 4 OP-so -TC-OD at. 0 24. 0•-'0 'L•1f9 -ill-91 JU•94 T l76.11 A to ,i26.Eei P. Bt�lU.1Q1h.1.lAdnCfl 7711.U>rR5 'O a.00a 4.00 Cr4791 .4.C'0 rrne 0,16 2n 4 vFI"1j. .. so 09mt. 0 24- 0-.0 A �27'1P T- 1 '7-11 'ro 125.is s to 126.60 C A.MflvoiP Conrorma Tol ' latpk 1.00 -0.60 [1r1rR C 4714 7- 1 1.11 all f0• A to too C ilw/71P1 95 c 0Z W S7 1:OP� 1.00 CflrR 0.Is 00 loading i 4:�y11 1.00 0.54 CNfR UFLIP7' rptgl0'Kr znI ngC9 Oortit Pat 2:0 11a0 UPLIFT -em pia rr Pravant !runs cotati Dn at all: LST LES Laariny 7gcatigna.. CA� ► 141 C 74Z 8irld Loads - )UMI / ASCC 7-48 Truss to dooianad as a Hain Lb FOCI, •0,15+ In A •6 IdI99 M1nd-Foroa rtaliatanoa 6yoten,. TL Palt •0`r36- to A -6 Ll7f9 irYd SPllodl- 90 UP11 Shaer (I Crain 14 S -0 644 en M+oF Natphtl 2$-0 RE EIVOocuaranay Feotor�: 31.00 . ✓ 1: -'JUN 1�2 2006 tnro location: Crrtaraor W baad I-aid : 6.0 Pc! 0.21Dmad Load : 6.0 per., p OF QL"t; L.:I��N ou LgaQ Pax ASCE 7-06 f r tl�� gy rqn Land N Luad 20.6 PsG G- UO 4-1 4ae6 %D' 1NG'AN lel.orte.noa PsatnT l.b N4 4 8 1!L 4 %arawl Fa-tnr '1.2 1i+ + C rI+UaWa P\64Gr 0.9 1 I ��\ UrJb►Janasd Lnad.Fxq?t.or 7.7 9 ��` tlex pomp. loroa 4137 Me 2111_l 2e4:• .• ouallly Conttoi Factor 1.25 r1C �' Hl ��`�` Tc 9-4-1 Ir2 wz L17 x,a4p I4:3Qe v:'201 Ut 241 f 'sJl;rO y� TC __1 12-0.0 1 17-P.6 I...._ 29-0-0 2. 0 ID er� B-J-ram _1 ­15_9-5 l 24=0 ALL PLarc9 AM LXHM2G v U1 r CID afl4 U] rn to PEVIeeiD err SL052T1182 lvbbImv afrpJnearing, Ina. otraf -m POHaCfly ZNO, CI11a7AL PP Box 2MIS 116T119 AMID 6111aUL6 suffer 1'Os Tampa, FL I3682 A]]DTTI07lA6 SPICIT[CATIONf. lobbLoy Ea lnerrinp, Ino,/Onllaa Plus` i%PPPDK, MET W910MIl 131.1 IMF scale[ 0.250- . 11 Iz h(el1Ni 14KK rsarrY�rrlrlrl lIlIan�.lv.,alal•ASIM PiII a[a ts,alaY•Y I. nrllJmt,a[hl,o.....W..JIM"8'.th,vr.4-J P..*sd/4..iidPo a' yp0rar yW[Ifo r(Ir.oru.•r11./-,.tln.ara..rlwsr..fensawa MlfrWual ,rm..r.I nyal�fadq.q,Nf goon/I brM.11d ray 4Trw/LIr IuUl,gf.tll LnadCana 12 Daaa.gn err d,ApP/«.P-ra1o...ltihe allfrwHr l.Yfau24J a N 1.•a Jd-If 1l+acar•. ``GrJd.rtii.•,Pd•f Ir4.Ala11f..,MY.r..J..t/1f P.If ruae•,a.i•r 4varr.rr TU Llvn 57.1 Pat 'Cbecklr, tL rudlN Nll Jr-L..LM1r.L..IMq el ls.ry.a.y.r p•apl llr lint l-erM tiVr ravinfyl l-WP.pl.1.W/.tN.L-rrnralonq.rf-.rr/411..-rla b"n.Y TC deed 10 a! Ilav/aMar1 - ..-•_-i.._ __._._ Yr1Y(an1��."I►�oJY--�iau�o.a nt�eRleP�"aQ...�t.!^_PlelsRalt►r/ :WSIINu/9DMLtlq'..Cv.C/JFra/.la_Wt.►tt Prte.frlQtmaH tlYrllP.li4flfWfa.---___�._. �._.__ 1.1,-.-1-.IwllYYar[1�.+,Io.Qiae.�-Wfe 16""bf„fS--AM14* .f.1 W...-k41-416-061 -iC IrLV• 10 p4[ Doal peed[ ,.aW10k!% -•q Mlry(IMw W►4Nt TW loft••-•rfry•�*duafryy,rr •liar[drLlUllgartaN.dwa.�•y.1N.rUrU4 ue rrWMM1Un MP11ruM �O-0aaA 70 C41 Avv llor ff�r. ua11•lprdl,.u-ro efuu•G�af ,,.ror[...rd.o` ..-r.n uawrrrf.,►.ar♦.wrrd..6u an.gi-..Nv.-r.o y,,..,ur.,a Total. BD.9 a ■v OtLu L� AI r V $44lIllDtrolPiOmlYHeA. T.m&WIma�R rlwGa+faaelNb.17-ww+(IrIA Ll�,fl, an'µl 4f-faa.lOtlrrluOrW •yM41W.IgYY.VOIHrWftf. Lumbor 8i Y.16 Bun Petal 01I29105 Plate 61 1,15 t'errLonl 17,0.026 rotn1WIA('nrYhr rFlrs urrfOn to[Br[7101[TU�rR41TQ•L" 6 ecin Z1.0 In. Dra WL moI cV Irunuuarrrx[ufun orrntsuna-lnci.t.[Iturtae rul.Dlalrsra.toar. . 'a •m 1J4MWA v;,t P g ..... ___ .yrarn•ran ri.�..lp.wyuu•n-a1V a,.11N H.M•:.vit.�.uarq rl.Ih.••.VZac 7FInvo Awrmtc U i fi0b01•IF�rrheMbp,lurk danrF9J[^'Y,fIr1G2DD5V�nSn I10"OZ6ElyrN,OlY1pF1uYicalk m1P 2R4V1511AIM11A Plus I oIZ, 1� I IS0126M W T C A- B I JOB SITE HANDLING Spreader bar for WARNIN larger trusses ®®® a GENERAL Familiarity with the Building Structural System DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY. TRUSS PLACEMENT PLANS (if required by the Building Structural System DESIGN DOCUMENTS) is required to properly erect,brace,and conned the trusses to the!wilding system. Proper banding and smooth ground allow for unloading of tnuses without damage.This should be done as close to the building site as possible to minimize handling.DO NOT break banding until installation All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUB- STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF - TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection,it is strongly recomended that the Installation Supervisor shall meet with the Installation ' Crew for a safety and planning meeting,making sure each crew member understands his or her roles and '' - responsibilities during the erection process. 4e DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND Be AWare THREE WEEKS OR LESS MORE THAN THREE WEEKS HANDLE WITH CARE Banding and Truss Plates have sharp edges! �a—J. ,T EmIf trusses are stored vertically,they It trusses are stored horizomafly for more than three,weelis;_bblRiiy�g(00&be used shall be braced in a manner that on eight to ten foot centers,or as required,to mirimlze Isart arid moisture IN prevent tipping or loppang. collection. EXERCISE CARE WHEN REMOVING BANDING TO AVOID DAMAGINI3'TRUSSES. GENERAL WARNING:THE ' CONSEQUENCES OF IMPROPER During long term storage,trusses shall be protected from th6 erWRontRerit in�a manner that provides for HANDLING,ERECTING,AND BRACING adequate ventilation of the trusses.If tarpaulins or otheepratertal r§used;the ends shall be left open for MAY BE COLLAPSE OF THE STRUCTURE ventilation.Plastic is not recommended,since it can tf8g tngiBfFfre. _ t TEMPORARY ERECTION BRACING ALL TRUSSES THAT ARE ERECTEb ONE A7,AyTIME SHALL BF HELb SAFELY IN Iij64TIQIV, TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF BY THE ERECTION EQUIPMENT UNTIE-SUCkkT1ME ¢t.LyNECESSARY'"9kIACIk1G HAS BEE,N`.;- TEMPORARY ERECTION BRACING.All temporary bracing shall comply with the latest edition, INSTALLED AND THE ENDS`OFTHETRUSSES ARE-SECURELY'FA$TENED'f0-THE9UILDIN6. recommendations and options as described in the Wood Truss Council of America's Warning Poster 5` (1111TCA-81)described herein.Additional important safety information can be found in the WIrCA-62 Truss Technology in Building(TTB):Always Diagonally Brace for Safety;other publications to consider include: ,:j.. ,= +• `_ TTS Web Member Permanent Bracing:Brace it for Stability,and TTB Construction Loading,and/or as QUQD LATERAE.BEIdD0IG ` specified in the Building Structural System DESIGN DOCUMENTS prepared by the Building Designer. s ', PERMANENT TRUSS BRACING Design of permanent bracing for the roof or floor trusses is the responsibility of the Building Designer and should be shown on the Building Structural System DESIGN DOCUMENTS.Permanent bracing locations for 60 - a•I85S. } _ individual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall Or less be put in place by the Installer.This bracing is needed for the proper performance of individual trusses within the roof or floor system.The design and connection of the bracing to the truss and then to the over- all building system is the responsibility of the Building Designer,and is in addition to the permanent bracing plan,which is also specified by the Building Designer. = _r .. 1/2trus i2n sgih t 7/2tru531ehgt�lt "yam} Bglrn SPECIAL DESIGN REQUIREMENTS Tagline up to30.fAet up to,30feet s Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls. or other load transfer elements and their connections to wood trusses must be considered separately by the .,. °e ' Truss sitn to tleceplabti where these criteria ar§met Building Designer,who shalt determine size,location,and method of connections for all bracing as needed to „$ resist these forces. ",,t - 2' UNLOADING & LIFTING SPREADER BAR SPREADER BAR AVOID LATERAL BENDING TOE I TOE IN Aover TOE IN pprox.213 to 3/4 .213 to 3adtruss length s length over 60 feet 60 feet Tagline Tagline Use spreader bar in ALL other cases.it should be noted that the lines from the ends of the spreader bar "TOE IN';if these lines should`TOE OUT"the truss may fold in half. STRONGBACK/ STRONGBACK/ SPREADER BAR SPREADER BAR NEVER HANDLE TRUSSES FLAT Beginning with the unloading process,and throughout all phases of construction. gpprox.2/3 to 3/4_.f ( ' I Approx.2/3 to 3/4 care must be taken to avoid LATERAL BENDING of trusses, truss length I—.�I III` r'— truss length which can cause damage to the lumber and metal connector plates at the joints. over 60 feet over 60 feet Tagline USE SPECIAL CARE IN WINDY WEATHER. Ta 9 Tagline IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader CONTACT THE LOCAL POWER COMPANY. bar be used as illustrated.The strongback/spreader bar should be attached to the top chord and IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet. Further, the strongback/spreader bar should be ERECTION TO LEARN ABOUT at or above the mid-height of the truss to prevent overturning.The strongback/spreader bar can be CONTACT THE AIRPORT 30 DAYS PRIOR TO ANY SAFETY REGULATIONS THAT MUST FOLLOWED. of any material with sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bending of the truss. IEGINNING THE ERECTION PROCESS 3)WEB MEMBER Phorn loaning org,as shown,R peat is DO NOT USE SHORT TRUSSES WITHOUT BRACE preventing busses from leaning or dominoing.Repeat as INDIVIDUAL TRUSSES WITHOUT A Purism for the Installer to provide substantial bracing for the first truss erected.The two or more trusses making up the shown to create a succession of rigid units. SPECIFIC BRACING PLAN C,:2 the first the mset are lied to and rely upon the first truss for stabifity.Likewise,after this first set of trusses is adequately cross- DETAILING THEIR USE I, e reektirg busses ins"fied rely upon this first set for stability.Thus,the performance of the truss bracing system Contentious X-bracing 1s to a great extent on how well the first group of trusses is braced. lateral bang GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR web members Fe—t5'-•h—t5'""I atislactory method ties the first unit of trusses on to a Another satisfactory metitod where height of buildmg or max. max. of braces that are attached to a stake driven into the ground conditions prohibit bracing from the exterior is to tie and securely anchored.The ground brace itself should the first truss rigidly in piece horn the brtenco at the floor X-bracing should be installed on vertical web members ported as shown below or it is apt to buckle.Additional level,provided the floor is substantially completed and wherever possible,at or near lateral bracktg.Plywood sheathing I braces in the opposite direction,inside the buildrg,are capable of supporting the ground bracing forces.Securely may be substituted for X-bracing. k**�v commended. fasten the first truss to the middle of the building.Brace the nra Web members Note:Locate ground braces for first bracing similar to exterior ground bracing shown at left.Set See WTCA-62 Truss Technology!n Building: V45* directly line with all rows of top trusses from the middle toward the end of the building- a�'H ry0 cle Brace the Always Dlagonslly Briwe for Safely us lateral bracing(either Property cross-brace the fast set of trusses before remw- �,��, bracing permanent). irg ikwr braces and selling remaining trusses. P document for short block USB Options f 2nd.3rd&4th louses BRACING REQUIREMENTS USING THE SAME PRINCIPLES APPLY TO First truss PARALLEL CHORD TRUSSES Temporary support o wall or temporary y. �+* scaffolding(helps �5 Bottom chords First inns to be well when installing long braced before erection dear span trusses) - Xb of additional units. Note:Top chords and some web members are not shown, in order to make drawings more readable.Grountl bracingBearing for tmssMi STACKING MATERIALS Minimum Two 10d •rIA�� Double Headed Nails 2� DO NOT PROCEED WITH BUILDING COMPLETION UNTIL zx4 minimum size �g�rpDt ALL BRACING IS SECURELY AND PROPERLY IN PLACE Eee auooneus ro movrd suave � This level represenu 1 1/z' relradon ground floor on single story applications Chord L XiWARE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A platkxm must MAJOR CAUSE OF ERECTION DOMINOING. benigkefbreced ERECTION TOLERANCE NEVER STACK MATERIALS ONUNBRACED OR INADEQUATELY BRACED TRUSSES 1• «1. —Length Lerlgm M against outside - Acceptable T— bad Dearing wall Lesser of o/so or 2' 10'ta 32.. =1' Length 16'to 37 =1 Plumb Bob .,Lengd132'B-.oVHe=-�• Length 32'&over=2' g with erection tolerances ts.critical tb licit E1Tacoeptable roof or floor line,AND TO ACCOMPLISHING EFFECTIVE G lrattlrg trusses within WPBdance.tlle first nok oo t 0ta n*for lire hazardous praettoo of respacfng or adjusting truss- W,sheathing or loot prudkwArwfustalled Thie es feu#oFgoc-bowirgcan cause nails to miss the top chords when sheathing NEVER STACK MATERIALS NEAR A PEAK over loatl� andcreate,cumWahve:eF�eses+a+;tlle lxacm4'Vhfihequerea�of dominoing. Always stack bearing wall '�gv materials over k 1E?�iT Nfa 2NfA1�a�1VRE it AiLS E !till OP CHORD OF THE TRUSSES. — two or more t uses. � - Proper distribution of construction materials EIRACrG11% a is a must during construction. See WTCA's Truss Technology In Building Construction Loading document for loading specifics. Not to exceed 4'0"maximum from bearing r NEVER STACK MATERIALS ON THE - CANTILEVER OF ATRUSS 4 4n i �a3 9 NCTFI 'I'ALL TRUSSES c��'' '� DO NOT WALK ON TRUSSES OR�fE POflARILY - s. - OR GABLE ENDS LYING FLAT .y �,. WALK Off :. ffNfilEkx"fE"UPPORTS f� Ir � 'c direction of nosing gpgle Roofing and mechanical Contractors are cautioned to stack ` nags truss materials orgy along outside supporting members or direct- - All anchors Ire�"1f�'�eatai.t il0dgeis, y brace Ill over inside supporting members.Trusses are rest etc.,that lira PatGot s toff accu- • NEVER OVERLOAD SMALL GROUPS designed for dynamic loads(i.e..moving vehicles).Extreme retety and pTepgrii�a)W'. ytedtljetlkched OR SINGLE TRUSSES.POSITION LOAD care should betaken when loading arid stacking kxxtsbuc- before trues r tictt�.IfegNa'r iT'Ir+ Qq'ihl 5ji er be OVER AS MANY TRUSSES AS POSSIBLE. Hon materials(rolled erg,mechanical equipment,etc.) installed ort a 'c es tilt havrs�nec- direction on the roof or floor system. ti«IS to th of force suppodtfi�,sftucture. - "-" / sl cr RAi(<tI7G.SEA'di "t' f1E END OF'JT�I�f` MG TO aapers aBfUCCErTN@ !CS IS NOT .All IILSIN'WfTWDRAWAC ��pg�prp $,bpq�dt4edonesothatpai per- WELL NAILED ARAL►.F'LT,ID FORCE) pflrrtlksdet tofltes&ey9fgi of force,as sD,basrnL (PERPENDICULAR TO FORCE) z { Panel poim RACING REQUIREMENTS FOR 3 PLANES OF ROOF Sleepers is mechanical equipment should be located at NEVER CUT ANY STRUCTURAL panel points es(joints)have over main supporting members,and ction bracingmust be applied to three lanes of the roofs stem to ensure Stability:Plane 1)To Chord(sheathing). ) only on trusses that have been designed for such bads. Plane v y try: p ( rg).Plane 2 MEMBER OF A TRUSS. I(ceiling plane),and Plane 3)Web Member Plane or vertical plane perpendicular to trusses. D PLANE.Most top to the Installer is bracing in 2)BOTTOM CHORD PLANE In order to hold proper spacing on the CAUTION NOTES e top chord.Tnrss by chords are susceptible to lateral bottom kiartl,temporary bracing is recommended on the top of the bot- u may are braced or sheathed. tort)chord. - p Chord Diagonal Bracing Continuous Errors in building lines and/or dimensions,or errors by others shall be corrected by the contractor or ere web Not to scale. web members lateral bracing responsible construction trade subcontractor or supplier BEFORE erection of trusses begins. Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by the tom Chord Installer. 2"z 4"x 10'Length two Bottom Chord B-Spans n - Use spacing no greater lipped over 9'-Spars between 30'een -as':Use 8'spacirg two ng. trusses. y+ Any field modification that involves the cutting,drilling,or relocation of any structural tutus member or or•1�up to 30':Use tD spacing. connector plate shall not be done without the approval of the thus manufacturer or licensed design CondnuousTemporary professional. Lateral Bacing porary Diagonal (where possible place at Under industry guidelines,trusses that have been field altered on the jobsite or overloaded during the Iracing every 20' each top chord port) installation phase of construction may null or void your truss manufacturer's limited warranty.Check your truss manufacturer's limited warranty for specific information. s� The methods and procedures outlined are intended to ensure that the overall construction techniques connect end of employed will pun floor and roof trusses SAFELY in place in a completed structure.These recommer- 4S. �'• bracing to rigid support or add diagonalbracing at dations for bracing wood trusses originate from the collective experience of leading technical person- �,e•• approximately 20'intervals impost at both ends). net in the wood truss industry,but must,due to the nature of responsibilities involved,be presented 2e•• only as a GUIDE for use by a qualified Building Designer or Installer.Thus,the Wood Truss Council of Iiagonal 2'.4"z 10'Length •Long spans,heavy loads or other spacing confgumalons America expressly disclaims any responsibility for damages arising from the use,application,or vary 20' j lapped over two trusses. may require closer spacing between lateral bracing and reliance on the recommendations and information contained herein. closer intervals between diagonals Consuft the Building :ING BETWEEN TRUSSES SHOULD BE MAINTAINED Designer,OSB(Recommended Design Specification for IS INSTALLED to avoid the hazardous practice of removing Temporary Bracing of Metal-Plate Connected Wood Selectee text and figures referanced or reproduced from HIB and DSB Ist spacing.This act of"adjusting spacing"can cause trusses to Tmsses)or WTCA-02 hues Technology In Building: with permission of the Tress Plate Institute,Madison,wt. iction5 are removed at the wrong firoe. Always Diagonally Brats for Safely document WOOD TRUSS COUNCIL OF AMERICA One Center DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! LR, 6300 Enterprise Lane A achson,WI 53719 NTCA•82 TRUSS TECHNOLOGY IN BUILDING:ALWAYS DIAGONALLY swoOdtr-4s.c •s www.woocttrusS.com fax wtcaRwoodtruss.com•www.woodtrtus.com CEFOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. Copyright 019B6-2003 Wood Trusa council ofAmerica wrCA-BIES03=4 Truss Technology i1 0 1 Web Member Permanent Bracing: Brace it for Stability 1. Some Truss Manufacturers mark permanent web.member bracing locations on the truss itself, as shown. 2. Others send out just the Truss Design , Drawing showing the locations for all web member permanent bracing. I Always refer to the Truss Design Drawing as the final authority for permanent web member bracing. 4. Consult the Building Designer PERMANENT T�..� for instructionsn l o permanent BRACING REQUIRED � bracing for the entire structure. i W job N41,0111 Tf" Trr;s IDs 20 I W A y n REFER TO TRUSS DESIGN DRAWING I 0. 01 FOR NUMBER&LOCATION OF BRACES is .�,.. .. 1 �j' sa uu is is' — t 1 flux u.io f..x ix... rt.x F.xM!b 'f•[..[.f+w.- � ��� ' _ ,[u..w.urwr« .W'fRN�'VG..,�...i°..�...�w�nrxrtl..w�b•nr[ewW cu.s.. �•..». a....,. w a fix,°t wq�a..N+r..r•r.s.....n.�tir�ar x x. ,. � (-. tF.' x ni$.`.o..".°r"M "`�""m.frnn•ri nrn s.xrw..r -- e Y w y'f' .r J' r f �H FROM Permanent continuous lateral brace Diagonally brace the permanent continuous lateral bracing ,__ Mll Copyright 0 2000-02 Wood Truss Council of America, Inc. TTBPermB-020417 Braced webs na ,require one or two permanent lateral braces. emr Check the Truss Design Drawing for number and location of braces. ob N.oW K"00N me Trc IDi Tf Qtr. 20 Dm. "Se Two braces u.. required on , ttl this web. T RE.) LIJ it One brace required on �* leach of these two webs. o�,r).oww WARNWG wrr..rtrnrrr�,..np M.rrr er.my o..,e.. r.•)aa .n N-we'S'c- a[xrw aIT—mdrr& .. )T =. tea......... ....,........r....+.�....—. 3-4 5=3.5 5 =3 5.5 Drawings used for example purposes only. ss I S-33-S 34 Web member Permanent continuous lateral brace Diagonally brace the permanent continuous lateral bracing. Shown below: alternative diagonal bracing options 20' aptao�n°' tG atia�e9et'�Z� .eQe ISee WTCA's Commentary for Permanent Bracing of Metal Plated Connected Wood Trusses,for more detailed information. Wood Truss Council of America Truss Technology IN BUILDING One WTCA Center An informational series designed to ' 6300 Enterprise Lane • Madison,WI 53719 address the issues and questions 608/274-4849, 608/274-3329:(fax) faced by professionals in the www.woodtruss.com • wtca@woodtruss.com building construction process. Copyright©2000-02 Wood Truss Council of America, Inc. Reproduction of this document, in any form, is prohibited without written permission from WTCA.This document should appear in more than one color. NY Design Specifications Attachment-1 Home Ident. (Job No.): 38730 Site Location: Gueensbury, NY Warren Co. li Vo*') Design Loads: Ground Snow Load: -F.T5�� Seismic Category: B Wind Speed: (3 Sec. gust) 90 Floor LL: (Liv'g / Slp'g) 40 / 30# Floor DL: 10# Applicable Bldg Codes: Residential Code of NYS NYS ECCC 2002 - See Attached REScheck NEC 1999 Occupancy Classification: 1 Family Detached Construction Type Classification: Wood Framed Unprotected Index of Addtl. Specific Dwgs: Floor Plan Foundation Electrical Plan Elevations References: Window/Door Schedules - System Dwgs. Sht 3c Calc. Manual - 55 Design Sidewall Studs - Pg 97 Marr. Wall Studs - Pg 212 Floor Joist - Pg 2 (55 psf Manual) Attachment - 1 4 NY Design Specifications - Attachment 2 85 Ground Snow -26 Wide - Ranch/R.Ranch -5-7/12 Exterior Header Schedule Symbol Header Max. Span Calc Ref A 3-2x6 SPF 2/1 5'-1" 66 B 3-2x8 SPF 2/1 6'-6" 66 C 3-2X10 SPF 2/1 T-11" 66 D 3-2x12 SPF 2/1 9'-3" 66 E 3-1.5"x5.5" ML 7'-0" 70 F 3-1.5"x7.25" ML 9'-3" 70 G 3-1.5"x9.25"ML 11'-10" 70 H 3-1.5"x11.25" ML 14'-5" 70 Marr Wall Header/Beam Schedule Symbol Header Max. Span Calc Ref 1 1-2x4 SPF 2/1 1'-9" 247 2 1-2x6 SPF 211 2'-10" 247 3 1-2x8 SPF 2/1 3'-8" 247 4 1-2x10 SPF 2/1 4'-6" 247 5 1-2x12 SPF 211 5'-3" 247 6 1-1.5"x11.25" ML 9'-5" 251 7 1-1.5"x16" ML 13'-0" 251 8 1-1.5"x18" ML 14'-7" 251 9 2-1.5"X16"ML 18'-5" 251 Attachment-2 NYSDQS CODES-- r 1 STATE OF NEw YORK ❑EPARTM ENT OF STATE 41 STATE STREET' AL5ANY, NY 1 223 1-000 1 GECPac E. PATAKI RANDY A- DANiELS GOVERNOR SECRETARY CF S-wm December 29,2004 Mr. Robert E.Hoffman Director of Engineering Muncy Hones, Inc. P.Ct,Box 246-Route 442 East Muncy,PA 17756 RE: M 11387-02-070 RENEWAL System approval-CONDITIONAL Dear Mr.Hoffman: In reference to your written request dated December 9,2004,your original approval dated December 18, E 2002 to construct Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single- Family Dwellings(Townhouses)System of Models designated M 1.387-02.-070.is hereby renewed as authorized under 9 NYCRR 1.209. This approval will remain in effect until December 18,2006 unless sooner revoked,and is subject to renewal thereafter. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are; l.Tbe manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York. State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from.and consistent with the plans and specifications associated with this approval on file with the Division and this cooditiooal approval letter." The certifying architect or engineer may not be affiliated or associated with the ,manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. I.l. A.set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category;Wind SpecJ,Live Loads,Dead Loads,etc- Applicable building codes and design specifications -Energy code information: statement by professional of compliance with Energy Conservation Conmi-uctian Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -TA ndeex of drawing-, 57WYJW.603,STATE.NY.L'g E-MAIL; INF0@1)0S.7TR7E.NT.US - - --12/29f 2HH4- 15:51------519-486-4487- ------------NYSDQS-'CODES - - -- -- - - --- -- PAGE--=03('H3'_- - Robert E. Hoffman December 29, 2004 Page 2 -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1-3 Floor plans which conveythe information on: -Required and provided light,ventilation,egress,window and door schedules = -Unambiguous identification of structural members -Smoke detectors and GFCI Interrupt protection = 1-1.4 Foundation plan ).,1.5 Building Cross section with information on: _ Building integration (module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1,6.Roof system -Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow root.cantilever beams,etc.) 1.2 Summary of re-rerences to system.for selection of structural members. 1.3 Each page of drawings and calculations should be signed,sealed, and dated by New York State registered design professional. 2. The manufacturer will submit a weekly report summarizing(listing)all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. f 4. The system conditional approval is subject to termination upon evaluation, of compliance with the provisions of the Uniform Code. 5.The Division will conduct quality control review ofpetmit set submittals to-evaluate compliance with the above conditions and with the provisions of the Residential 'ode ofNew York State. Deficiencies will l' be reported to Mar►nfacturer name and are to be promptly addressed. a' The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the originally submitted set of plans and by this qualifying letter dated December 29,2004. AcV VftWllefur St two To nnW,thi•slettershallaccompan canch setfni2n nlnied tor abuildinonr_m__e_1 _ y and be deemed a duplicate original. - r Ronald�. Piester,R.A. Director Division of Code Enforcement and Administration cc:PFS Corporation File 02-070.wpd t Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soffware Version 3.6 Release 2 Data filename: O:\REScheck 380-\38730.rck PROJECT TITLE: Serenity/Pelangi COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW/WALL RATIO: 0.13 DATE: 08/01/05 DATE OF PLANS: 8-1-05 PROJECT DESCRIPTION: Job Number: 38730 Prepared by: John Koehler DESIGNER/CONTRACT OR: A Division of Homes Inc. ;CSoRY BUILT PORTION D TO Premier Builders, y , 1567 PA Route 442 East, P.O. Box 337 gyp► Muncy, PA 17756 AuG o c) 2005 PROJECT NOTES: !iY �+ 1-Calculations reflect only that portion of unit assembled in the factory. 1,§ N�' 2-Builders or contractors may supply and install the required floor IT and/or foundation wall insulation. 3-For basements remaining unconditioned spaces, the builder a shall enclose the basement stairs. The walls surrounding the basement stairs shall be insulated and protected with a vapor o. 076T'S1o&�s�, barrier. The builder is responsible fDr supplying all materials. ESTt►�' COMPLIANCE: Passes Maximum UA= 270 Your Home UA=261 3.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1560 38.0 0.0 47 t Wall 1: Wood Frame, 16" o.c. 1376 18.0 0.0 72 Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E 8 0.330 3 Window: 42 x 57 W: Vinyl Frame, Double Pane with Low-E 166 0.330 55 Door: 32 x 80 9 Lite: Solid 19 0.350 7 Door. 36 x 80 Blank: Solid 22 0.200 4 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1560 19.0 0.0 73 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and processional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date-9 -� ]7ED E": o"�+ >, �a� .s� , 1 sT?AE r £ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 08/01/05 PROJECT TITLE: Serenity/Pelangi Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: i. Wall 1. W vvu Frame, 16 G.%., R-lo.v cavity insulation Commergs: Windows: [ ] I 1. Window: 30 x 37 W: Vinyl Frame, Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: N&Top?BULL°TED PORT ON [ ] 2. Window: 42 x 57 W: Vinyl Frame, Double Pane with Low-E, U-factor.� '4 For windows without labeled U-factors, describe features: � #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: , N AL Doors: qQ P.STFN [ ] I 1. Door: 32 x 80 9 Lite: Solid, U-factor: 0.350 c Comments: ? a [ ] I 2. Door: 36 x 80 Blank: Solid, U-factor: 0.200 Comments: �0. 0761 Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: t [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. ,7 Service Water Heating: Water heaters with vertical p �� ,3 [ ] � pipe risers must have a heat trap on both the inlet oritle�u�il�s�'t13e water heater has an integral heat trap or is part of circulating system. &A w [ ] Insulate circulating hot water pipes to the levels in Table 1. 3r sit . � Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: t -°w [ ] All heated swimming pools must have an on/offheater switch and requr '� ss over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U to o 1„ Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tye Ran e F 2"Runouts 1" and Less 1.25" to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) APPROVAL LIMITED FO FAC-rORY BUILT PORTION AUG 0 2 2005 STFj� z � a a Job Truss Tmss Type Oty Ply MUNCY HOMES 21329 HM336601 HINGED MONO 1 1 DESIGNER; JMK REF.DWG.NO.HM309302 lJniversai Fores!Products,Inc.,Grand Rapids,MI 49505 4.201 SR1 a Nov 18 2000 Mfiek Industrlos,Inc.Tue Dec 10 10:29;18 2002 Page 1 3-2-0 I 9-9 12-1-3 13-10-12 o GUSSET DETAIL 1- �0 opt.cut off 3-2-0 8-11-3 0� - 0-3-0 For cantilevers greater than 12'"and less than 38", 0,5 3 6 7 0-10-0 2-10-0 I--I -�Gusset Is required.See below for details. ALT..5 KINGP 1-3-4 Opt.cut off 5.00 12 915 Conn.375(lb) DETAIL OST 0-10-12 Opt.cut of( 0 BEH18A 0-4-8 B EH18A �y1�P?E�OF q°✓6 0 5x5 °j r . 4x4 i N 4 o 4x4 2 3 2x5 Conn.786(lb) 0 TO 3-2-0 CANT. 3x5 = 10 00 19/32"Plywood/osb gusset(both faces)fastened cp`ti9s e <u� 1 rO w/16ga.staples and 100°/D structural adhesive. oI U Add gusset any time cantilever exceeds 12"up to 0-1-12 I x� 2x6 II H 0-1-8 38"maximum. 0-10-12 9 5x8 II 8 �nuG:,..,.?<;;• t,8.A9dp:�d' nfD,r,, 3/4X3/58 of 0 TO 3-2-0'CANT pF N�/ �L...... ti r FyisN ryA4�:•+f':Dario 13-10 12 rt V1.FA R4 p raDFFs;vu� /1\0, 10-8-12 * * �KFVIN��Fh11N tank N 'o[o Ndo�1� .s> ¢ ,0 6ruv`+E-w` � �►42980 ymd,( /� -"2-,. 07 s 2 <o IeR::!:ue v�4`P i v41 Gld"o . FAA 886 V ti+V P� S'17NAL fl1e 4irpl EN sps , �OFESS10 $ Y l V Plata Offsets KY): 11:Q2-12,Q5-81,f1:1-1.11 0-1-131 11:0-0-5 Q1-91 14:0-0.11 Q1-21 I$:Q1-4 0-Q11 18:Q2-3;34) LOADING(psR SPACING 2-0-0 CSI Wt. In (too) Vdefi PLATES GRIP ' TCLL 70.0 Plates Increase 1.15 TC 0.76 V"t L) -0.30 8-9 -415 M1120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.44 VtiVKR.) -0.45 8-9 >280 MII18 141/138 .'•I BOLL 10.0 Rep Stress Ina YES WB 0.67 Holz(TL) .0,00 8 da ,BCDL 10.0 Code BOCAIANS195 (Maw) 1#I:CC LL Min Vdell-240 Weight 62 lbT ' T ' . LUMBER Max Uplift ,2)All plates are M1120 plates unless otherwise Indicated. It, .7 TQP CHORD 2 X 4 SYP No.1'Except' 8 = -570(load case 2) 9 =-1203(load case 2) 3):Refer to girder(s)for truss to buss connections. 4-6 2 X 6 SPF 210OF 1.8E,6.7 2 X 4 SPF No.2. Max Grav 4);Provi0e mechanical connection(by of hers)of buss to bearing plate . B = 872(load case 1) 9 = 1805(load case 1) capable of withstanding 57016 uplift al)olht 8 and 1203 lb uplift at)olnt 9. HOT CHORD 2 X 4 SPF 2100F 1.8E ,_5)¢ollowing)olnts to be plated by quallfied designer.Jotnl(s)5,not plated.FORCES(lb)-First Load Case Only 6)ITtris truss has been designed with ANSI/IPI 1-1995 criteria. ACTUAL APPLIED 70P CHORD LOADS WEBS 2 X 3 SPF No.2'Except' TOP CHORD 7)'Truss members shag not be cut,drilled,sliced,notched or otherwise SPACING. BALANCED UNBALANCED 8.10 2 X 6 SYP DSS,3-8 2 X 4 SPF No.2 1-2 = 369 2-3 430 3-4 = -601 4-5 = -640 altered wil pout written approval of the design engineer. 24'O/C 46.6(psi) 70.6(pat) SLIDER 5-6 = -195 6-7 -119 8-10 = -761 8)Provisions must be made to prevent lateral movemenl of the top chord 16'O/C 70.0(psf) 105.0(psf) BOT CHORD during transportation.Extreme care must be utilized totaling the top chord Left 2 X 6 SPF No.3 2-0-0 1-9 = -264 8.9 = -195 Into Place. BRACING WEBS 9)Take precaution to keep the chords In plane,any bending or twisting of the TOP CHORD 5.10 - -786 3-9 =-1428 3-8 = 486 hinge plate must be repaired before the building Is put Into service. Sheathed ore-0-0 oc pudins,excopl end vertiols. 10)This buss has been designed to meet 2000 IBC,Section B.OT CHORD NOTES 2308.10.7.1;2000 IRC R802.10. ' Rlgld ceiling directly applied or 6-0-0 oo bracing. 1)This buss has been designed for Via loads generated by 120 mph winds at ' 30 if above ground level located 1 mil from the hurricane oceanllm"ASCE REACTIONS(lb/size) 7-98 components and cladding external pressure coefficients for the exterior Q WARNING-V.dry design parame!ers and READ NOTES 1.14-.1 Fonal Products,e,e. 2801 EAST eELTLe4E RD,N 8 = 1292/Mechanlcal 7 = 0/Mechanlcal (2)zone and 6.0 Pat lop chord and 6.0 Pat bottom chord dead load are being PHONE(6161-364-6161 FAX(616}A1-0n4 GRAND RAPIDS,MI 496 9 180510-3-8 used.The design assumes occupancy category 11,terrain exposure C and This deslgu Is b8sad only upon p6remeteri shown,and is for an bdlvwuel bhedwg component to be enialled and loaded varscaly.ApplkebPdy ordesign parameter Max Horz Internal pressure coeodenl condition I.The building dimensions are 45 it by and proper Inconporadon of-,,onenl is reaponslbOrtyef buldlne dealgner-tot hues de119ner.andng shown b far latard IWNd of ehdNd Wweb member only. 7 = -105(load case I 9 = 621(load case 2) 24 It If end verticals exist,they are not to wind.I(cantiievers exist Additional temporary bra bq to beano alabaly din9 co t-don Is to responalblgly or 1,e erector.Addis-1 permanent br aV der overt seudun 9 d,e tiey are exposed to wind.If porches exist,they are not exposed to wind. respombleryof 9a bu60kg deslgner.For general guwenca regarding fabdcation.que6ly coned,storage,delivery,erection and bracing,comb OSTas Dustily standard, DS8-09 ancnq Spe,41ka0an,arN HIS-91 Handing Inswarg and ance,9 Racanmendatwn ava6abie floor Tnea Pwla hstiWla,$83 D'Onofrw Ddw,Madison,WI 53r 19 NOTES: DESIGN LOADS 0 16 IN C/C (EFFECTIVE TRIB. WIDTH FROM ROOF) THE STRUCTURAL. ADEQUACY OF THIS BUILDING COMPONENT 1)MANUFACTURING TOLERANCES I WAS EVALUATED USING THE FOLLOWING METHOD: 1/4 IN. OVERALL HEIGHT j SPAN 16 FT. TOP CHO .0 100 PSF LL 1 - THE OPEN JOIST WAS TESTED IN ACCORDANCE WITH 1/4 IN. OVERALL LENGTH SPACING 16 IN, TOP CHD 17 PSF DL IBC 2000, IN-SITU LOAD TESTS SECTION 1713 1 IN. VERTICAL POST PLACEMa INCREASE % BOT CHD PSF 2 - FOR OPEN JOIST SPECIFICATIONS SEE NER 502 2) BEARING ARROW INDICATE CODE IBC TOTAL 117. PSF ALTERNATE CANTILEVER DETAIL KrrrrNMM+�, OPN BEARING UNLESS OTHERWISE INDIC NO GUSSET READ. ASSUMING.CANT. �d'�p� :�FO Ap"tE 'Yp 3) OVERHANG AND/OR SOFFIT BLOCK I �'i q 81FtOWq Q},. BE CUT BACK UP TO THE HEEL OF AND BEARING CONDITIONS APPLY. C .• '•%O •2�. LOADS @ 16 IN CSC (FLOOR) }1 4 : * * * TRUSS AS NEEDED. OVERHANG MA` JOHN* MANUFACTURED'AT ANY LENGTH UP TC fi 1 0. TOP CHD 40 PSF LL 81HOWATKA MAXIMUM SHOWN.`•�J` W.Fr}EF'.� ST@g TOP CHD 15 PSF DL END BLOCK 4) FOR OPEN JOIST SPECIFICATION; t�Q$G� Foy.- SEE NER 502 DOT CHD PSF (g 5) FOR LOAD CONDITIONS OTHER ` No-1-=160 ....... THAN SPECIFIED HERE WITHIN, TOTAL 55 PSF TJ 1 1/2" MINIMUM bNA1-rto -,Awl SEE NER 502 6) REACTIONS(+ OR -) SHALL BE CANT. NOT TO DETERMINED BY OTHERS. r EXCEED BLOCK Lr 7) TOP AND BOTTOM CHORDS BRA( LENGTH MINUS 1-1/2" CONTINUOUSLY BY RIGID SHEATI 8) BASED ON F0565ROI ,. 91ADDED CONC. LOAD NOTE ADDED ALT. CANT. DETAIL L UFP ROOF TRUSS 0 TO 12 MAX. —I CANTILEVER 50# WALL 7/16" OSB GUSSET(BOTH FACES) FASTENED 50# WALL ° T OVERHANG DEAD WEIGHT W/ 7/16" X 1" 16 GA. STAPLES 2" O/C DEAD WEIGHT KEVIN W,FREEMAN INTO THE CHORDS & 100% COVERAGE OF STRUCTURAL ADHESIVE. q \ e Y 9 3/8 J 50# CONC. DL LOAD ^NW POINT FREEI LOCATED AT ANY L v 9-3/B" OPEN JOIST 2000 - clEM ALONG BOTTOM CHORD. (3X2 NO. 2 SPF IN INVERTED POSITION ONLY) No.429ep Fd 0 TO 16(MAX) L-- CONC. LOAD DISTRIBUTED �D CANT, (SEE 48" GUSSET BETWEEN TWO TRUSSES. D NOTE 6) 120(MIN) TO 192(MAX) a DO NOT SCALE THIS DRAWING FOR DIMENSIONS ALL DIMENSIONS IN INCHES UNLESS OTHERWISE SPECIFIED ! THIS TRUSS WAS DESIGNED IN ACCORDANCE WITH: SCALE: 5/8"=V UNIVERSAL FOREST PRODUCTS, INC. 1)IBC 2000 SECTION 1713 IN-SITU LOAD TESTS USE OF THIS STRUCTURAL COMPONENT IN A DATE CORPORATE OFFICES - GRAND RAPIDS, MI. COMPLETE STRUCTURE MUST BE AT THE SPEC- REV. 2 19 02 DRAWN FOR 2) IFICATION OF THE DESIGNER OF SAID COMPLETE PREMIER BUILDERS 21 STRUCTURE. ALL LATERAL BRACING SPECIFIED UNIVERSAL FOREST BR. 3) HEREON IS FOR BRACING INDIVIDUAL TRUSS PRODUCTS. INC. CJCj TITLE OPEN JOIST 2000 FLOOR JOIST CONFORMITY WITH THESE SECTIONS AND PROCEDURES ODES NOT MEMBERS ONLY. RESTRAINT OF LATERAL BRAG- 3153 THREE MILE RD. N.. . CHECKED BY 1 ING AND ADDITIONAL BRACING FOR OVERALL GRAND RAPIDS, MICHICAN.{950g DRWO. NO. NECESSARILY INSURE COMPLIANCE WITH ALL GOVERNING ORDI- STRUCTURE IS TO BE PROVIDED BY DESIGNER APPROVED BY FO 5 6 5 0 2 NANCES, LAWS AND CODES. THE BUILDING ARCHITECT DR ENGINEER IS OF COMPLETE STRUCTURE. PHONE: (616)364-6161 RESPONSIBLE TO AFFIRM ALL APPLICABLE REGULATIONS ARE SATISFIED. 18664