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2008-508
TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080508-35285Date Issued: Thursday, July 1, 2010 This is to certify that work requested to be done as shown by Permit Number P20080508-35285 has been completed. 227.13-2-36 Tax Map Number: 83 ROCKHURST RD Location: Steven Seaboyer Owner: Steven Seaboyer Applicant: This structure may be occupied as a: 1074 RESIDENTIAL ADDITION & 1192 SQ FT RESIDENTIAL By Order of Town Board TOWN OF QUEENSBURY ALTERATION & 470 SQ FT GARAGE WITH 1 FIREPLACE 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 Enforcement 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: P20080508 Application Number. A20080508 Tax Map No: 523400-227-013-0002-036-000-0000 Permission is hereby granted to: W. STEVEN &DEBORAH SEABOYER For property located at: 83 ROCKHURST Rd in the Town of Queensbury,to construct 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: W. STEVEN & DEBORAH SEABOY 690 PLANK Rd Fireplace CLIFTON PARK,NY 12065-0000 Garage Attached Residential Addition $310,000.00 Residential Alteration Total Value $310,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency DEAN HOWLAND 7 IROQUOIS STREET LAKE GEORGE, NY 12804-0000 Plans &Specifications 2008-508 1074 RESIDENTIAL ADDITION & 1192 SQ FT RESIDENTIAL ALTERATION &470 SQ FT GARAGE WITH 1 FIREPLACE $295.08 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 28, 2009 (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 Qubu)y; ; T , October 28, 2008 SIGNED BY �Vffor the Town of Queensbury. SIGNED BY Director of Building&Code Enforcement r .r.._.r..r_._.._._rrrrr.r.______r.____.__.r_____r_________________r �+ OFFICE USE ONLY r ; TAX MAP NO._. PERMIT NO. FEES: PERT RECREATION ENGINEERING ; ^z J-/.// r` ", ` (If applicable) ; PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. / n nn / APPLICANT/BUILDER: T,ayL� (.i e131 f14N-Z�•�• OWNER: �![uLlF 1/� �e Ji,4__4Km ADDRESS: 71.1!?gauois SA Li9kE-C ,10 ADDRESS: PHONE NOS. cle 0-3185' j7 -_51�r'o PHONE NOS. 66B 3/8�"r CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: ZMt W PHONE: 7�G S/r6 LOCATION OF PROPERTY: 83 Ach4u esi /1 CZffawie,,-4 Lr SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z /Ord4Q DECK APPLY TO YOUR g it d a w U. PROJECT p p W H= ►_ OF- �� w ¢ d=U W i LL LL LL CD F- o W— ❑ LL = F- —Z Z Q Q �-0) NLA OLLLL OLL 2atS SINGLE FAMILY X X /o 714 368 26 5`-1 h TWO-FAMILY Z MULTI-FAMILY(NO.� TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) /� 7 OTHER `i^ G ��` Town of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 �I �u r IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 3/� ow J FUEL TYPE: �i uldl-0C HEAT TYPE? 7 *HOW MANY FIREPLACE(S) / Li AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? /VO IS THIS A HISTORIC SITE? At-0 PROPOSED USE OF BUILDING OR ADDITION: ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? INa ARE THERE EASEMENTS ON PROPERTY? /VD *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Itwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read a ree to a Zabo Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 7614266 OR EMAIL regarding Building Permits, construction codes or septic codes(a)-gueensbury.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensburv.net required permits, the permit process, application requirements or to schedule an appointment) ----------------------------- This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in acanc,.with said Application: ZONING APPROVAL DATE BUIL ESA ROVAL D E r Town of Queensburty • Community Development Office • 742 Bay Road, Queensbury, NY 12804 y Y Toivn of Queensbut-v Michael F. Travis Highway Hightityaly Superintendent Hoare: (5I8) 7»-0-J13 Department _ 7=12 Bay Road Queensbun. NY 12804 ThO111aS R. tiarineSS Depirt1•Superinternlent office I hone: (51��) 761-8�11 DRIVEWAY PERMIT Hoare (51 8) F ("ix . 518) 45-4466 www.queensbmrjwiet DATE: rr-X/Sl7i APPLICANT NAME: TELEPHONE NO.: ADDRESS TO BE INSPECTED: RETURN ADDRESS: Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert pipe to be used (if necessary) ( )12„ ( )15,. ( )18„ ( )24„ ( )36„ Preliminary inspection completed by: Date: Approval by Highway Supt: Deputy Supt: Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected Date: Michael F. Travis, Highway Superintendent v Thomas R. Van Ness, Deputy Highway Superintendent -----------% FimAlm-shal`s Office Tozau of Queetasburrl - 742 Bay Roatl - Quccnsnurrl, Nca, fork ... ... Michael J. Palrucr, Firc.larshnl Cary/Stillman, Dclnrfif Fire'iarshal APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building &Use Permit pursuant to the New York State Fire Prevention & Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances,regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT TT1NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: J/ 1J24.fJIF[)L! 11ip /��� Hv, / INSTALLERIBUILDER:�j/},,C��ips�// 17�iJl�fxX/�O�.r�S�'• ADDRESS:s1J U/1bfCU. Llrtfl V[K� Vff Ny ADDRESS: /U PHONE NOS. 7(0�77/�/ /� /�/ PHONE NOS. lgb 8 LOCATION OF PROPERTY: 03KOG[� Cktd�o1 al*G�WSUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE X FIREPLACE INSERT x FIREPLACE,FACTORY BUILT* X FIREPLACE,MASONRY 1( FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS? CALL 761-8206 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshal(d)gueensbury.net MASONRY" CHECK ONE ✓ X VISIT OUR VVEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.gueensbury.net FLUE CHECK ONE ✓ X DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL I LINER CHIMNEY MATERIAL CHECK ONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Y.I ^1`OFFICEUSEONLY____ fi..�.... ..........: ;...____ __.._......i 27 TAX MAP NO. _.? ":� PERMIT NO. ( �.e (1"` � , FEE$; PERMIT RECREATION ENGINEERING . (If applica . ble} t ' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PEIRMITT FOR CONSTRUCTION. / �J / APPLICANT/BUILDER: t, L� `Ox�3/ I�G�T.v�• OWNER: �7'BufyG L)ic zli J/gi ib Ae ADDRESS: 7 14vrJois SA Z-4ef C—Co4a,C, AJ ADDRESS: ��x/!�u¢�7/ ,40p/ PHONE NOS. {plo J' (o S/�(o PHONE NOS. 666 3/8j CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: fli�� PHONE: 75;14; LOCATION OF PROPERTY: e3 K Ce4iAeSf 41 CZX vs,P�4 4e SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z S,OLt m DI{c._ APPLY TO YOUR z O EE d d j PROJECT O ¢ O p J ~2 ❑ W U- U- . = F 0 1:U W O C7 z C7 O F: (W Z z Q ¢ Cl) cm Cl) Ou. F-LL a=Ca SINGLE FAMILY X X 1074 2 368 26 5/ TWO-FAMILY MULTI-FAMILY(NO.� TOWNHOUSE ff BUSINESS OFFICE 1 RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Torre of Queenshnry • Community Development Office • 742 Bay Road, Queefishnry, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: n ESTIMATED CONSTRUCTION COST: 3/0 OW FUEL TYPE: Pig to HEAT TYPE? AIP f *HOW MANY FIREPLACE(S) !/`f'l 4 AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? A/O IS THIS A HISTORIC SITE? 00 PROPOSED USE OF BUILDING OR ADDITION: S/tea ,, / ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /V b ARE THERE EASEMENTS ON PROPERTY? 4YD 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. 1 certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Itwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read a ree to e Zabo Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 76142560REMAIL regarding Building Permits, construction codes or septic codesAgueensbury.net systems) (: VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) --------------------------------___--------- -------.____._..____._______________________- This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the ; Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE ; BUILDING &CODES APPROVAL DATE Town of Queeusbut-y • Commiun'tl/Devclopincnt office • 742 Bm/Road, Quecusbury, NY 12804 OFFICE USE ONLY PROJECT NAME: _SrA STAFF INITIALS: DATE: BUILDING PERMIT SUBMISSION _ CHECKLIST FOR: ------------------__________________' SINGLE FAMILY DWELLING 1. Building Permit Application Completed? YES NO N /A 2 Energy Form or Checkmate Energy Code Compliance Forms Complete? (2-copies) X 3 Energy Code Inspector's Report from Checkmate )( Program?_ (Z-copies)-_-__.____..�-_____._.____�—__.�___.__._ -.....__.___......_..... _..... L_4 Septic application completely filled out? eoo� -- (if applicable)_______________.__ ._ ._.. .-------__.�_._.._.�---_.__.....__. 5. Electrical Inspection Form complete? X 6. Two (2) sets of the plans each of the following.- YES NO N /A a. Floor plans (s)? \( b. Foundation plan? x c. Cross sections (s)? �( d. Elevations? x e. Window and door schedule? _ X ._...._ .._....._.__.... -.-_ . f. Natural Light, Ventilation and Emergency Egress X Requirements? g. Plans signed and sealed by registered architect or !.engineer? .._._..___..___...—..._M.—._ ..___.._�.._____.. ._._ ..____ ....._ _.-.. -...._.....__._...1.............._...... � Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic X sY tern or se wer line? . .............. ..... ....... ___... ._...., 8. Setbacks from property lines to new structure? X 8 Setbacks to neighboring wells and septic systems, X including onsite well and septic systems (if applicable)? _ ._.._...... .._ ...... 9. Driveway Permit? A)h9 f XrS�i ✓ , Town of Quee11slmry • Community Dcvetopment Office ■ 742 Bay Roza, Queoisbury, N1''12804 B 12-LTR 11-05 Check Residential Plan Review: One & Two Family Dwellings Y N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 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. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofmg 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 Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors 1, Stairway Headroom 6' 8' All Stairs 36"Width air Run and Rise inder Run and Rise Spiral Not Allowed From 2" Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped ti <. Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed --- ---- --------------- Comrtt++ni�y Developrrrent Office Town of Queerisbury • 742 Briy Road • Qucensbriry, Ncet, York •12804 o -- ----- --- -- ----- ---- - BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIREB ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM SQUARE AREA FOOTAGE OF ROOM AREA FOOTAGE EGRESS O N dol���vTs ? CALL 761-DINFORMATION codes(cDgueensb (S:QUESTIONS R WEBSITE FOR MOwww.guensbur B 10-LTR 11-20 ---- -- - ----------- Costiyr unity Development Office T'0(11u Of( uccusbury - 1-42 Bay Road • QucciiO)ury, Nca) fork •22804 o o WINDOW SCHEDULE I--------------------- -- JOB SITE/ADDRESS: DATE: OWNER: APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR WIDTH MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING INCHES S IN INSTRUCTIONS ON PLAN SIZE INCHES p ris • B 26-LTR 11-05 Septic Inspection Repoli Office No. (518) 761-8256 Date Ins i�request received: Queensbury Building &Code Enforcement Arrive: am/pe art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspect 's Initials: NAME: `� �D � PERMIT NO.: O 8 LOCATION: INSPECT ON: 7 mC RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay Type of Water: Municipal Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A 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 Distribution Box to Field Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes &Baffles Y N Location Separations Foundation to tank ft. ram/N Foundation to absorption ft. 1— A-� l Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System se Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc PSI Queensbury Building & Code Enforcement - Residential Final Inspection ' i,r - Office No. (518)761-8256% Arrive: am/pm Depart:R yam/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments. Yes N NIA 4" 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 Handrail 4 or more risers Guards at stairs,deckspatios 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet C7 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 wa rfi ht Safety glazing/WinO6w in stairwells pafety a n Interior Smoke De ors/C bon onoxid Detectors Every level: Eve Bed Vz Outside every bedroom ea: Inter Connected: Bette backu : Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents Bathroom Fans,if no window _ Plumbing fixtures �— Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Tra /Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum'"Gypsum Basement stairs dosed 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 Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re uir Okay to issue C/C or C/ em ore /germanent �-- L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Forrn_revised_100405.4loc;Revised January 7,2008;Revised 6126/08 NACE ENGINEERING, P CO 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 July 21, 2009 Project#49110 Bruce Frank Zoning Department Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Seaboyer— Rockhurst Road— Septic System& Site Plan Dear Bruce: This letter is to inform you that we inspected the completed septic system and site grading for Steve & Debbie Seaboyer on Rockhurst Road in the Town of Queensbury on July 7,2009. The septic system as installed was for a 2 bedroom house and consisted of a new aerobic treatment system, a new effluent pump station, a new distribution box and 40 if of Eljen in Drain lateral. The system conforms to the requirements of the approved design plan. The finished site was inspected and meets the intent of the approved stormwater plan. We have provided an As- Built Drawing for your files. Please call me if you have any questions. Sincerely, omas R. Center Jr, P.E. Cc: Dave Hatin, Building Department �tiln � ��-(oQueensbury Building & Code Enforcement - Resl entlal finspection Office No. (518)761-8256 Arrive: am/pm part: I [ "-LVam/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRI UR Comments: Yes N WA 4" 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 b l Platform at all exterior doors ` Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more of Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant 74 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 waterfi ht Safety glazing/Wi ow in stairwells safety al in �� Interior Smoke E1,06clors/Carbon noxid Detectors Every level: IEvepy Bed`' / Outside every bedroom ea: Inter Connected: Satte badku Attic access 30 inches x 22 inches x 30 inches(height)in accessible area At CravA Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents `— Bathroom Fans,if no window , Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress 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 1A Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer _ Duct work Sealed properly Gas Loge in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding N As Built Septic System/Sewer Dept. Ins ion Sticker Site Plan /Variance required Flood Plain Certification,if re wired Okay to issue C/C or C 10 Temporary/Permanent L:1Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 INS JRMATION FOR BUILDING DEPARTMENT t arc ©� T ENDING_kGENCY Atlantic-Inland, Inc. is in the procirss of issuing a Certificate of Compliance for the electrical installation project as covered in an application filed wit our main office. Application#: Site Address::- 7-�-, / r Date Electrical Inspect r NEW YORK ATLANTIC-INLAND, INC. MAIN OFFICE: (607)753-7118 Septic Inspection/Report Office No. (518) 761-8256 Date Inspegtio request received: Queensbury Building &Code Enforcement Arrive: `yam art: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. NAME: ,r' �-- - PERMIT NO.: LOCATION: r• INSPECT ON: RECHECK: r Comments and/or diagram Soil Type: San / Lqdm Clay Type of Water: MunicipAtTWell Water J Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone Er Seepage Pits: Number Size: x Stone Size: Piping Size j I.- Building to tank Tank to Distribution Box tk ' Distribution Box to Field / Pit `` H Opening Sealed: X N End Ca N Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation tc tank Foundation to absorption E" ft.— Separation of Pits ft. Conforms as per Plot Plan Y Y Apt 1 Engineer Report and As-Built Y N t� /� Location of System on Property: ✓ Front Rear Left Side Right Side Middle Front Middle Rea /c./'goe-ro i System Use Status: pproved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Id-11 /VO Rough Plumbing / Insulation In ection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: - —� TYPE OF STRUCTURE: 75r - Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Head . for 15 minutes Insulation Mesidential Check/Commercial Check Tyvek or milar Exterior Sealant PpWoNent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Town of Queenshury Fire Marsha! 742 Bay Road Queensbury,NY 12804 761-8245/761-8206 fax 7454437 Factory Built Wood Burning Fireulace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed Permit# 6-SVO Schedule Inspection Z _t _Time -Z t C) a DPM anytime Inspectogc — Name L Address Rough ln!�' Final ApplianceMauufadurer ��'C7�-!s Model# SQ 1L— Masonry Cbimney Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) ty Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chas Wag Penetration L Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air i Hearth Extension elcsCt r� -)a 1 r , r� fry' Mantel(height above Up opening) Fireplace Doors/Screen (required) WMe-BmddMg DepL Vdw -C nuk-MMNI -Ow Rough Plumbing / Insulatio inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depa am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6-1-4)- NAME: S a_ PERMIT#: -LS LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rougk Plumbing /Yail Plates Plumb ents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insuiabon Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 % Y -// 16es6A� Rough Plumbing / Insulation 1 pection Report Office No. (518) 761-8256 Date Inspection re a eceiv _ Queensbury Building &Code Enforcement Arrive: art: n aryl 742 Bay Road, Queensbury, NY 12804 Inspector's I ' ' NAME: loovecPER #: 609-56P LOCATION: INSP CT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping W-Head 0 .S.I 15 minutes Insulation/ftesidential Check/Commercial Check imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air SuRly for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 TNERIWAL 1NSULAT10 rr►iw�rr � alrr► twr titi •.. 'te +w titatrt ae ,tua w rr err►a�n��w s �r. , CELLULOSE THERMAL INSULATION 1.6 DENSny* - Evaluation rejw it':=C t.2C Nd, 09 32 L As per stardards r:1kN t_GSE 51 60 t•,lu;" LOOSE CELLULOSE P � u , COVERAGE CHART PNEUMATIC APPLICATION ° IMPERIAL SYSTEM METRIC SYSTEM l R. iLI Fn 7TLED i Lbs r Ft � Ft oer �R ! A t m�FACTOR APPLIED N s FACTOR APPLIED i SETTLED Kr:.:r b E ONCHt ; tt ' i rrrri i (inn} y 1 t.3 i 25 l S g-. • r R-10 ( (2.9) 2- I 0.36 69.44 RS1-1.0 ? (44) 40 1.00 � 11.3 0 l R-12 I (3.5) 3.2 0.43 1 58.14 RSi °9 i (87) 79 1.99 5.68 @ j R 20 (5.9) 5.4 0.72 34.75 RSi 0 I (131) 119 1 3.34 1 3.72 O R-28 (8.3) 7.5 ! 1,00 f 25.00 RSi 4 0 (174) 158 i 4.96 2.78 _i -_ cn 8.1 1.08 2315 RSI 5.0 1' (218) 198 5 07 , 2 23 ) __� Z R-32 (9.5) 8.6 1.14 ( 21.92 RSI G 0 _ (262) i 238 6.09 •1.86 R-35 (10.4) 9.4 1.25 20.00 RSI-7.0 (305) 1 277 i 7.09 1.60 i o 0 R-40 (11,9) 10.8� 1.44 i 17.36 RSI 8.© i (349) 317 8.10 1.40 1 X 4R-50 (14.9) 13.5 1.80 13.88 RSi 9 0 j (393) 357 9.12 1.24 ! m CTI 1, o , �3\ t1�R 3r1 a 1 11F _ -. *SETTLED DENSITY:1.6 lb.PER CUBic FOOT!25.6 kg. - Cn ._L the thermal resistance arui seitkd National Research Council Of Canada 00 density for 6eno-therm rrx,ulat!t;<t ha;. Building Research Institute . been tested by REPORT CR 6021.1 Qp MEMBER O r The minimum density for iniechon in Cavity is 3.o ibs.Per ft' _ m increase coverage due to structural space (example,add 16%coverage when biow"2°x 6") - Go „0 MARK HAYS m ENERGY GUARD INSULATIOM m _ NAME OF APPLICATOR: 4449 RT SIN 3 z PORTER CORNERS, NY 12859 0) � Cj) ADDRESS: '�`�.�. (D r S3 k� z DATE OF APPLICATION:day _ !month _-_.__ (Year L @ 0THICKNESS INSTALLED: �� MANUFACTURED BY. n ��-7711 m t0,•�jK rrrrrr rr. SIGNATURE: _ _ "�, 0 D C" 1451 Mabel 0 ®i 6�„ Ste-Julie,Quebec O 0 --I_ J3E 1 Z4 3 to N EV Ili-% '�� �� /A()K'14;' 1--Z� Framing / Firestopping Inspection Rep pe { Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: v INSPECT ON: TYPE OF STRUCTURE: N Framing WA COMMENTS Attic Access 22"x 30" minimum Jadc Studs/Headers Bracing/Bridging1 I� f Joist hangers _ Jack Posts/Main Beams Exterior sheeting nailed properly �J 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more ^ � Exterior Deck Bracing �`� `� L1 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour F' II 2, 3, 4--'ho4r topping Pe on sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forms-OMBuiiding&Godesmnspection Fomiffrwrft Firestopping Inspection PAW.doc Revised Jantwry 7,2008 Framing / Fel esto�ping 1n p&ection R rf Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ part: tz am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic s 22'x 31T minimum Jack Studs/Headers ✓' ' L Bracing/Bridging IZZ � Joist hangers ' 1 Jadk Posts/Main Beams Exterior sheeting nailed properly 12A O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls _ Metal Strapping for Notches Top Plate `- 1 h w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X CeilingNmll Windows Habitable Space/Bedrooms 24 in. (H) 20 in. O 5.7 sf above/below grade 5.0 sf grade L:Suiiding&Codes FOMS-OLDBuil 09&codesllnspKWn FormsTmmmg FirestoppoV Inspection Reportdoa R®vised January 7,20M 1A Rough Plumbing / Insulation I pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: r am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: f NAME: `- ERMIT #: —� LOCATt6N: '.INSPECT ON: TYPE OF STRUCTURE: _ Y N N/A Rou h Plumbi2qLAail Plates ent/Vents in Place 1 Vi inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test s Drain /Vent ' Aj Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: _ µ � >� �t :; .: r, Rough Plumbing Insulation Report.revised Nov 17 2003, remised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:, ; am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Fly NAME: --. &C _ PERMIT#: 1� .^ O�F LOCATION: rIodK A INSPECT ON: TYPE OF STRUCTUAE: ;1 V��"�., -A -- . V—I- Comments 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation waterproofing Footing Drain 5;iigbt or Sump Footing Drain Stone: 12 inch width U*vches above footing 6 ni ly for wet areas under slab Backfill royal ing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: _ J Queensbury Building&Code Enforcement Arrive: am/pm Depart: - am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: A i..A ; NAME: S`'21 L.x% rl �-1 PERMIT#: LOCATION: INSPECT ON: 1 TYPE OF STRUCTURE: / Comments 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. undation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing ff Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM f7 Foundation Inspection Report Office No.(518)761-8256 Date Ins%1n _ Queensbury Building&Code Enforcement Arrive: part: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspecto s. NAME: v-- R!rD� LOCATION: N-71 INSPECT ON: - —U. TYPE OF STRUCTURE: Comments Y I N N/A Footings Monolithic Slab Reinforcement in Place Vi 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 v--- t,�s 5T fl LL�> Footing Dowels or Keyway in placed \ ��� Foundation Dampproofmg Foundation Waterproofmg � � 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:\Bullding&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Job Truss Truss Type Qty Ply Bill@R.KMiles/40-10-5@,24"o.c U1180868 1195458FR FL22A FLOOR 4 1 Job Reference(optional) Fermco industries Ltd,St-Adelphe 6.500 It Mar 8 2007 MTek Industries,Inc. Mon Dec 0814:41:54 2008 Page 1 0-1-8 H i — 1-7-0 hs Scale=1:38.3 4x8 M1120= 3x6 M1120 FP= 5x6 M1120= 1.5x3 M1120= 1.5x3 M1120 3x7 M1120= 1.5x3 M1120 11 3x3 M1120= 1.5x3 M1120 I 3x4 M1120= 1.5x3 M1120 I( 4x6 M1120= 1.5x3 M1120= A B C D E F G H I J K 111 T ll 1, S R Q P O N M L 4x4 M1120= 4x10 M1120= 3.5x8 M1120 FP=3x8 MII20= 3x6 M1120= 4x8 M1120= 5x6 M1120=4x4 M1120= 21-6-8 21-8-8 Elate -1-81.FJ70-1-8.Edgel.fK:0-1-8.EcloW.FL7Edge.0-1-81,[M70-1-8.Edge].IN70-2-O.Edgel.fR70-3-12.Edael.fS7Edge.0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.41 O-P >626 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.66 O-P >391 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.10 L n/a n/a BCDL 5.0 Code IBC2003/fP12002 (Matrix) Weight:86lb LUMBER BRACING TOP CHORD 4 X 2 SPF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 4 X 2 SPF 2100E 1.8E except end verticals. WEBS 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) S=1174/0-5-8,L=1174/Mechanical FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD S-T=-1166/0,A-T=-1165/0,L-U=1167/0,K-U=-1166/0,A-B=2259/0,B-C=2259/0,C-D=-4786/0,D-E=-4786/0,E-F=5164/0,F-G=5164/0,G-H=-3381/0, H-1=3381/0,I-J=-3381/0,J-K=-1623/0 BOT CHORD R-S=0/60,Q-R=0/3758,P-Q-0/3758,O-P=0/5218,N-0=0/4516,M-N=0/1623,L-M=0160 WEBS A-R=0/2442,B-R=-279/0,C-R=1673/0,C-P=0/1148,D-P=-247/0,E-P=482/0,E-0=61/0,F-0=245/0,G-0-0/724,G-N=1266/0,I-N=249/0,J-N=0/1953, J-M=1086/0,K-M=0/1914 NOTES 1)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/rPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 1040-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF �Q �4:T A, g9 x r 0 982, S S10� 9 December,2008 A WARNING-vwiry design parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGEAll-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design !- parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members 'Z�aO !\ only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the Wi responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVIPII Quality Criteria, DSB-a9 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 10D Industrial Road Bradford,ON,L3Z 3G7 71195458FR: Truss Truss Type Qty Ply BiII@R.K Miles/40-1D5@24"o.c U1180869 GBL GABLE 6 1 Job Reference tional Fermoo industries Ltd,St-Adelphe 6.500 s Mar 8 2007 MiTek Industries,Inc. Mon Dec 0814:41:54 2008 Page 1 A B C D E F Scale=1:12 8 0 Y N M L K J I H 1-4-0 2-8-0 4-" 54-0 68-0 8-0.0 1 1-4-0 -4-0 1-4-0 1 14-0 LOADING (psf) SPACING 2-0-0 I(Matrix) DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 0.06 Vert(LL) n/a n/a 999 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES 0.02 Horz(TL) 0.00 H n/a n/a BCDL 5.0 Code IBC2003rrP12002 Weight:27lb LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SPF No.2 except end verticals. WEBS 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SPF No.2 REACTIONS (ib/size) N=64/8-0-0,H=64/8-0-0,K=147/8-0-0,L=146/8-",M=150/8-0-0,J=146/8-0-0,1=150/8-" FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-N=-57/0,G-H=-57/0,A-B=8/0,B-C=8/0,C-D=8/0,D-E=-8/0,E-F=-8/0,F-G=8/0 BOT CHORD M-N=0/8,L-M=0/8,K-L=0/8,J-K=0/8,I-J=0/8,H4=0/8 WEBS D-K=13410,C-L=132/0,B-M=-13810,E-J=-132/0,17-1=138/0 NOTES 1)All plates are 1 x3 M1120 unless otherwise indicated. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Gable requires continuous bottom chord bearing. 4)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 5)Gable studs spaced at 1-4-0 oc. 6)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIrrPI 1. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard OF: F�v y 4c?. ART A, g O *� C) r- ' Cr 0;;�3982-1 9 December,2008 A WARNING-—y design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11914473 BEFORE USE. - Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members Te k' only.Additional temporary bracing to insure stability during construction is the responsibiliity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSWrP11 Quality Criteria, m PcwroaFr.- DSBB9 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 100 Industrial Road Bradford,ON,L3Z 3G7 Job Truss Truss Type Qty JPIy �Mill(@(R.KMiles/40-10-5@24"o.cU1180870 1195458FR GIR19 FLOOR 1 Reference o tional Fennco industries Ltd,St-Adelphe 6.500 s Mar 8 2007 MiTek Industries,Inc. Mon Dec 0814:41:54 2008 Page 1 0-1-8 H 2i—�8--� 2-3-8 1� 1�F--2-0�148 Scale=1:35.3 1.5x3 M1120= 3x6 M1120 FP= 3x6 M1120 FP—_ 1.5x3 M1120— 6x8 M1120= 2x6 M1120 11 5x6 M1120= 2x6 M1120 11 4x6 MII20 11 2x6 M1120 I I 5x14 M1120= M M1120 11 BAD MI120= A B C D E F G H I J K ao i� 0 T S R Q P O N M 6x6 MII20= Bx10 M1120= 34 M1120 FP= 5x8 MI120= 5x6 M1120= 6x7.5 M1116= 6x12 M1120= 6x6 M1120= 3x6 M1120 FP= 15-1-4 19-8-0 15-1-4 4-6-12 Plat e Y: A' -1-8 D:0- - d H 7 d :0-1-8 d e P: - - Ed a •0-4 LOADING (psf) SPACING 24)-0 CSI DEFL in (loc) 1/defi L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.30 P-Q >772 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.49 P-0 >476 360 M1116 127/82 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.07 L n/a n/a BCDL 5.0 Code IBC2003lrP12002 (Matrix) Weight:123lb LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SPF No.2 except end verticals. WEBS 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) T=1168/0-5-8,L=1405/0-5-8 FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD A-T=-115810,K-L=-1393/0,A-B=-2488/0,B-C=-2487/0,C-D=2487/0,D-E=5252/0,E-F=5252/0,F-G=-5619/0,G-H=-5619/0,H-1=-2675/0,I-J=2675/0, J-0-2676/0 BOT CHORD S-T=0/0,R-S=0/4133,Q-R=0/4133,P-Q=0I5705,O-P=0/4788,N-0=0/4788,M-N=0/4788,L-M=0/0 WEBS H-0=0/14,A-S=0/2693,B-S=261/0,D-S=-1801/0,D-Q=0/1225,E-Q=-245/0,F-Q=-495/0,F-P=94/0,G-P=261/0,H-P=0/898,H-M=-2351/0,J-M=-220/0, K-M=0/2963 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at W-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)438 Ib down at 15-1-4 on top chord. The design/selection of such connection devices)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:L-T=-10,A-K=-100 Concentrated Loads(lb) OF E IA, Vert:H=438(F) A. �{r 0 z 0 4 Rop SS10NP 9 December,2008 Ai WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Afl1-7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members M Te k„ only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSMPI1 Quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,cal 53719. 100 Industrial Road Bradford,ON,L3Z 3437 Job Truss Truss Type Qty Ply BiII@R.K Miles/40-10.5 c�24"o.c Ut180871 1195458FR GIR22 FLOOR 1 1 Job Reference ional Fernco industries Ltd,St-Adelphe 6.500 s Mar 8 2007 MTek Industries,Inc. Mon Dec 0814:41:55 2008 Page 1 0-1-8 2-4-8 2-3-8 2-2-8 1-9-0 17-10 �p Ft t' a H�1 i—� Scale=1:39.0 1.5x3 M1120= 3x6 M1120 FP= 34 NIH20 FP—_ 1.5x3 M1120= 4x6 M1120 11 2x6 M1120 11 5x6 M1120 11 2x6 M1120 11 6x16 M1120= 8x1O M1120= 5x10 MI120= 2x6 M1120 11 5x8 M1120= 6x6 M1120= A B C D E F G H I J K L 6 W V U T S R Q P O N M 6x6 M1120= 6x6 M1120= 3x6 M1120 FP= 6x8 M1120= 5x6 M1120 11 6x10 M1120= 7x16 M1120= 5x10 M1120= 6x6 MII20= 3x6 M1120 FP= 6x6 NIH20= 10-0-8 14-6-12 21-8-8 10-0-8 46-4 7-1-12 Plate Offsets(X,Y): [A:0-1-8,0-0-8],[G:0-2-4,Edge],[H:0-2-8,Edge],[K:0-1-8,Edge],[L:0-1-8,0-0-8],[L:0-t-8,Edge],[N:0-1-8,Edge],[0:0-3-4,Edge],[R:0-3-4,Edge],[f:0-2-0 .Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.11 0-0 >999 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.16 O-Q >840 360 BCLL 0.0 Rep Stress Ina NO WB 0.66 Horz(TL) -0.01 S n/a n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:140lb LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SPF No.2 except end verticals. WEBS 4 X 2 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. G-Q 4 X 2 SPF 210OF 1.8E REACTIONS (lb/size) W=190/0-5-8,S=3047/0-38,M=1133/Mechanical Max Uplift W=169(LC 3) Max Grav W--411(LC 2),S=3047(LC 1),M=1166(LC 3) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORD A-W=-404/174,L-M=-1158/0,A-B=-709/462,B-C=-708/461,C-D=-71/1908,D-E=-71/1908,E-F=71/1908, F-G=1514/0,G-H=-4744/0,H-1=3715/0,I-J=3715/0,J-K=3715/0,K-L=1787/0 BOT CHORD V-W=0/0,U-V=-11241650,T-U=1124/650,S-T=-3208/0,R-S=-2971/0,Q-R=0/1514,P-Q=0/5007,O-P=0/5007, N-0=0/1787,M-N=0/0 WEBS A-V=-499/767,B-V=-280/0,C-V=0/726,C-T=-1188/0,E-T=255/0,F-T=0/1910,F-R=0/4645,G-R=1950/0, G-Q=0/3733,H-0=1395/0,J-0=275/0,K-0=0/2102,K-N=-1048/0,L-N=0/2083,11-01=1762/0,F-S=-3007/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint W. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 1040-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. i 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2010 lb down at 14-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. ! N E i,,, 9)in the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ©jy� �0 LOAD CASE(S) Standard 1)Floor.Lumber Increase=1.00,Plate Increase=1.00 e` Uniform Loads(plf) ti Vert:M-W=-10,A-L=-100 r fL Concentrated Loads(Ib) Vert:11-201 O(F) 0;3982- 5s(o 9 December,2008 A WARNING-Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members '�� only.Additional temporary bracing to insure stability during construction is the responsibiliity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSUiPit Quality Criteria, DS849 and BCSI1 Building Component Safety Information available from Truss Plate institute,583 D'Onofrio Drive,Madison,WI 53719. 1DO Industrial Road Bradford,ON,t3Z 3G7 Job Truss Truss Type Qty Ply BiII@R.K Miles/40-10-5W4"o.c U7180867 1195458FR FL22 FLOOR 5 1 Job Reference floral Fennco industries Ltd,St-Adelphe 6.500 s Mar 8 2007 MiTek Industries,Inc. Mon Dec 0814:41:53 2008 Page 1 0-1-8 H p i 2-4-8 —� 1r 1" 8 f-T Scale=1:38.8 4x8 MII20= 3x7 M1120= 1.5x3 M1120 I 5xe MII20= 1.54 101120= 1.5x3 M1120 11 3x6 M1120 FP= 3x3 M1120= 1.5x3 M1120 11 3x4 MII20= 1.5x3 MUD I I 4x6 MII20= 1.5x3 M1120= II A B C D E F G H I J K i T 31 C S R Q P O N M L 4x4 M1120= 4xl0 M1120= US M1120= US M1120= 3x12.5 M1116 FP= 5x6 MII20= 4x4 MII20= 4x8 MII20= 22-0-0 22-D-0 Plate Offsets Y• Ed a -1 :0-1- 1 :0 -4 d R:0-3 d d 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.43 P-0 >602 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.69 P-Q >377 360 M1116 127/82 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.10 L n/a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:87lb LUMBER BRACING TOP CHORD 4 X 2 SPF 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 4 X 2 SPF 2100F 1.8E except end verticals. WEBS 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. REACTIONS (lb/size) S=1190/0-5-8,L=1190/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD S-T=1182/0,A-T=118110,L-U=l181/0,K-U=1180/0,A-B=-2293/0,B-C=2293/0,C-D=-4885/0,D-E=-4885/0,E-F=-4885/0,F-G=5327/0,13-1-1=5327/0, H-1=-3608/0,I-J=3608/0,J-K=-1887/0 BOT CHORD R-S=0/61,Q-R=0/3824,P-Q=0/5349,O-P=0/4711,N-0=0/4711,M-N=0/1887,L-M=0/61 WEBS A-R=0/2479,B-R=-279/0,C-R=-1709/0,C-Q=0/1184,E-Q=-247/0,F-0=518/0,F-P=25/0,G-P=245/0,H-P=0/687,H-N=123110,I-N=247/0,J-N=0/1911, J-M=1083/0,K-M=0/2133 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I I OF NE4N Nfi�A 0?3982 v FESSVA 9 December,2008 WARNING-Verify design parameters and READ NOTES ON rNIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 BEFORE USE. • Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design ■ " parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web membersstricture �/�tj®y k1 only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall stricture is the �1/ mess responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSUPII quality Criteria, DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,W153719. 1DO Industrial Road Bradford,ON,L32 3G7 �Job Truss Truss Type My Ply Bill r@R.K Miles/40-10-5@24"o.c U1180866 5456FR FL19 FLOOR g 1 Job Reference o onal Fermco industries Ltd,St-Adelphe 6.500 s Mar 8 2007 MTek Industries,Inc. Mon Dec 0814:41:53 2008 Page 1 0-1-8 'p H 2' 8 —� 2-0-8 F1- Scale=1:34.7 4x8 M1120= 1.5x3 M1120 I I 5x6 M1120= 1.54 MI120= 3x6 M1120 FP=3x5 M1120= 1.5x3 M1120 11 3x3 M1120= 1.54 M1120 11 3x5 M1120= 1.54 M1120 11 1.54 M1120= A B C D E F G H I J R S Q P 0 N M L K 3x3 M1120= 4x10 M1120= 3x7 M1120= 3x7 M1120= 3x6 MII20 FP= 3x3 M1120= 4x10 MI120= 19-8-0 19-8-0 Plate Y: JA7Edge.0-1-81.[J,0-1-8.Ed(ie -12.EdueI LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.34 N-0 >688 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.55 N-O >426 360 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(rL) 0.08 K n/a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:78 it, LUMBER BRACING TOP CHORD 4 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc pudins, BOT CHORD 4 X 2 SPF 2100F 1.8E*Except* except end verticals. K-M 4 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SPF No.2 REACTIONS (lb/size) Q=1062/0.5-8,K=1062/0-5-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD Q-R=-1053/0,A-R=1052/0,K-S=-1056/0,J-S=1055/0,A-6=2020/0,B-C=-2020/0,C-D=-2020/0,D-E=4095/0,E-F=-4095/0,F-G=-4020/0,G-H=-4020/0, H-1=1792/0,I-J=-1792/0 BOT CHORD P-Q=0/54,O-P=0/3297,N-0=0/4307,M-N=0/3152,L-M=0/3152,K-L=0/55 WEBS A-P=0/2184,B-P=-277/0,D-P=1425/0,D-O=0/890,E-0=241/0,F-0=238/0,F-N=321/0,G-N=240/0,H-N=0/969,H-L=-1518/0,1-L=255/0,J-L=0/1989 NOTES 1)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ©F NEW to TQA 0?3982'� 5 Sty 9 December,2008 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1N-7473 BEFORE USE. ' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members i Te k, only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuft ANSUTPII Quality Criteria, DSB-89 and BCSN Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 100 Industrial Road Bradford,ON,L3Z 3G7 r1l 7FL ss Truss Type Qty Ply Bi11@R.K Miles/40-10-5@24"o.c U1180865 5456FR 14A FLOOR 2 1 Job Reference o tional Fenno industries Ltd,6t-Acielphe 6.500 s Mar 8 2007 MiTek Industries,Inc. Mon Dec 0814:41:53 2008 Page 1 0-1-8 1...1 2-4-8 2-2-8 Scale=1:25.9 4x6 M1120= 1x3 M1120= tx3 M1120 11 34 M1120= 1x3 MII20 11 3x3 M1120= 1x3 M1120 11 3.5x8 M1120= A B C D E F G M L K J I H 3x3 M1120= 3.5x8 M1120= 3x5 M1120= 3.5x8 M1120= 3x3 M1120 I 14-11-8 14-11-8 PI Y' :Ed I: - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.19 J >939 480 M1120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.32 J-K >559 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.06 H n/a n/a BCDL 5.0 Code IBC2003/TPI2002 (Matrix) Weight:43lb LUMBER BRACING TOP CHORD 3 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc puffins, BOT CHORD 3 X 2 SPF No.2 except end verticals. WEBS 3 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L=803/0-5-8,H=809/Mechanical FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD L-M=795/0,A-M=794/0,G-H=801/0,A-13=-1474/0,B-C=-1474/0,C-D=-2511/0,D-E=-251110,E-F=1398/0,F-G=1398/0 BOT CHORD K-L=0/41,J-K=0/2229,I-J=0/2193,H-1=0/0 WEBS A-K=0/1592,B-K=-279/0,C-K=842/0,C-J=0/315,D-J=247/0,E-J=0/355,E-1=-887/0,F-1=-272/0,G-I=0/1566 NOTES 1)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 stiongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard OF sw ,, CO 073982'1 FESSX0 9 December,2008 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE AM-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members i Te k4 only.Additional temporary bracing to insure stability during construction is the responsibilydy of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIfrP11 quality Criteria, DSB-99 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D'Onotrio Drive,Madison,WI 53719. 100 Industrial Road Bradford,ON,1-3Z 3G7 MI MiTek Re: 1195458FR MITek Canada, Inc. Bill@R.K Miles/40-10-5@24"o.c 100 Industrial RoadBradford, ON, Canada L3Z 3G7 Phone (905) 952-2900 Toll Free (800)268-3434 Fax(905)952-2901 The truss drawing(s)referenced below have been prepared by or for MiTek Canada,Inc.based on the data provided by Industries Fermco Ltee,Les(USA). Pages or sheets covered by this seal: U 1180864 thru U 1180871 My license renewal date for the state of New York is APRIL 30,2011. OF NEw y �qT A.eq O g y 9 s0 0�'3982.1 �v v gopEsskoNA December 9,2008 Baynit,Robert The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-2002 Chapter 2.Engineering Services provided by MiTek Canada,Inc 711954:58FR:� ]FL14 Truss Type Qty Ply Bill(rDR.K Miles/40-10 5@24"o.c U1180864 FLOOR 5 1 Job Reference(optional) Fermco industries Ltd,St-AdeIphe 6.500 s Mar 8 2007 MTek Industries,Inc. Mon Dec 0814:41:53 2008 Page 1 0-1-6 H 2-4-e 2-38 2-2-8 i 1 7-15 � Scale=1:25.0 3x4 M1120= 1x3 M1120= 14 M1120 11 34 M1120= 1x3 Ml120 11 3x10 M1120= U3 M1120 11 U6 M1120= A B C D E F G N 21- M L K J I H 3x3 M1120= 3x6 M1120= 3x8 M1120= 34 M1120 11 US MI120= 3x3 M1120 I 10.0-8 142.5 14-4-15 2-t0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.04 K-L >999 480 MI120 197/144 TCDL 10.0 Lumber Increase 1.00 BC 0.40 Vert(TL) -0.13 K-L >941 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 J n/a n/a BCDL 5.0 Code IBC2003/TP12002 (Matrix) Weight:43lb LUMBER BRACING TOP CHORD 3 X 2 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 3 X 2 SPF No.2 except end verticals. WEBS 3 X 2 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) M=464/0-8-0,H=56/Mechanical,J=1032/0-3-9 Max Uplift H=-106(LC 2) Max Grav M=467(LC 2),H=177(LC 3),J=1032(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD M-N=460/0,A-N=-460/0,G-H=170/113,A-B=767/0,B-C=767/0,C-D=-448/0,D-E=-448/0,E-F=158/200,F-G=158/200 BOT CHORD L-M=0/24,K-L-0/841,J-K=-565/0,I-J=-567/0,H-1=0/0 WEBS E-J=1005/0,A-L=0/825,B-L=280/0,C-L=-83/3,C-K=-452/0,D-K=256/0,E-K=0/1117,E-1=0/597,F-1=245/0,G-1=239/189 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint H. 5)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard OF E i r Cr 0?3982'� ti �aFES S1 ONP 9 December,2008 WARNING-Vergy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MI-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design i parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members f91�/� only.Additional temporary bracing to insure stability during construction is the responsibilltty of the erector.Additional permanent bracing of the overall structure is the S Y 91 ei responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSVrPH quality Criteria, - OSB-99 and SCS11 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 100 Industrial Road Bradford,ON,UZ 3G7 K MiTeW Re: 1195458FR MiTek Canada, Inc. Bill@R.K Miles/40-10-5@24"o.c 100 Industrial Road Bradford, ON, Canada UZ 3G7 Phone(905) 952-2900 Toll Free (800)268-3434 Fax(905) 952-2901 The truss drawing(s)referenced below have been prepared by or for MiTek Canada,Inc.based on the data provided by Industries Fermco Ltee,Les(USA). Pages or sheets covered by this seal: U 1180864 thru U 1180871 My license renewal date for the state of New York is APRIL 30,2011. OF NEW y O ,`P ART a.Bq r • Cr 2 0?3982-" �OFES S10 A December 9,2008 Baynit,Robert The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-2002 Chapter 2.Engineering Services provided by MiTek Canada,Inc M ffek`. Re: 1195458 MiTek Canada, Inc. 100 industrial Road Bradford, ON, Canada UZ 3G7 Phone(905) 952-2900 Toll Free (800)268-3434 Fax(905) 952-2901 The truss drawing(s)referenced below have been prepared by or for MiTek Canada,Inc.based on the data provided by Industries Fermco Ltee,Les(USA). Pages or sheets covered by this seal: U1180875 thru U1180876 My license renewal date for the state of New York is APRIL 30,2011. OF N Ely r a: �opES Si December 9,2008 Baynit,Robert The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-2002 Chapter 2.Engineering Services provided by MiTek Canada,Inc Mffek� Re: 1195458 MiTek Canada, Inc. 100 Industrial Road Bradford, ON, Canada UZ 3G7 Phone(905) 952-2900 Toll Free (800)268-3434 Fax(905)952-2901 The truss drawing(s)referenced below have been prepared by or for MiTek Canada,Inc.based on the data provided by Industries Fermco Ltee,Les(USA). Pages or sheets covered by this seal: U 1180875 thru U 1180876 My license renewal date for the state of New York is APRIL 30,2011. OF NE19 CO 0 ��O 0? 982-N Cj�J RCOpES S V SNP December 9,2008 Baynit,Robert The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-2002 Chapter 2.Engineering Services provided by MiTek Canada,Inc Job Truss Truss Type Oty Ply U1180875 11995458 F01 ATTIC 2 1 Job Reference o Tonal FERMCO U.S INC.(Mario) 6.500 s Mar 8 2007 MTek Industries,Inc. Mon Dec 0814:47:49 2008 Page 1 1 1-4-8 24&42 1 2-3-6 1 4-1-9 1.0.3 1-0-$ 4-1-9 2-3-8 1 2-6-12 1-4-8 Scale=1:62.1 4x6 M1120= F 3.5x5 M1120= 3.5x5 MII20= E C' 8.00 12 2x6 M1120 11 2x6 M1120 I 2x4MI120,z D H 05 N 2x4 M1120 C o v l 4 B � J �A K d 4xl0 M1120= N M L 4x10 M1120= 6x6 M1120= 6x8 M1120= 6x6 M1120= 1-4-8 20-0-0 2-6-12 2-3-8 10-3-8 238 2-6.12 ElateY: :0- -3 :0-3 0- 0- TCLLLOA (psf) 46.2 SPACING 2-M CSI DEFL in (loc) 1/defl Ud PLATES GRIP (Ground Snow=60.0) Plates Increase 1.15 TC 0.79 Vert(LL) -0.30 L-N >771 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.52 L-N >455 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 J n/a n/a BCDL 8.0 Code IBC20031TP12002 (Matrix) W6nd(LL) 0.07 L-N >999 240 Weight:126lb LUMBER BRACING TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins. BOT CHORD 2 X 8 SYP 240OF 2.0E BOT CHORD Rigid Ceiling directly applied or 1040-0 oc bracing. WEBS 2 X 4 SPF No.2"Except* C-N 2 X 3 SPF No.2,I-L 2 X 3 SPF No.2 REACTIONS (lb/size) B=1865/0-5-8,J=1865/0-5-8 Max Horz B=221(LC 6) Max Uplift B=139(LC 7),J=139(LC 8) Max Grav B=2061(LC 2),J=2061(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=0/88,B-C=-2519/23,C-D=-2222/24,D-E=1620/125,E-F=0/1213,F-G=0/1213,G-H=1620/125,H-1=2222/23,1-J=-2519/22,J-K=0/88 BOT CHORD B-N=-23/1876,M-N=0/1527,L-M=0/1527,J-L=0/1876 WEBS E-G=2958/114,D-N=0/941,H-L=0/941,C-N=-630/112,I-L=630/114 NOTES 1)Wind:ASCE 7-02;90mph;h=25ft;TCDL=4.2psf;BCDL=4.Bpsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by I-M wide will fit between the bottom chord and any other members. 8)Ceiling dead load(8.0 psf)on member(s).D-E,G-H,E-G; Wall dead load(5.Opsf)on member(s).D-N,H-L 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(7.0 psf)applied only to room.L-N 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint B and 139 Ito uplift OF E W at joint J. �� - 11)This truss is designed in accordance with the 2003 Intemaflonal Building Code section 2306.1 and referenced standard ANSI/fPI ip:T A-8,1 Q� 1. �0 LOAD CASE(S) Standard yr r ez in �G3 0? 982-1 L ©FES sk 9 December,2008 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY--7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members M i Te k' only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPII quality Criteria, OSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 100 Industrial Road Bradford,ON,L32 3G7 Job Truss Truss Type Qty Ply U7180876 1195458 F02 ATTIC 11 1 Job Reference(optional) FERMCO U.S INC.(Mario) 6.500 s Mar 8 2007 MiTek Industries,Inc. Mon Dec 0814:47:50 2008 Page 1 ,1-4-8, 2$12 2-3-8 4-1-9 1-0-3 1-0-3 4-1-9 2-3-8 2-6-12 Scale=1:62.1 4x6 M1120= F 3.5x5 M1120= 3.5x5 M1120 = 8.00 12 E G 2x6MII20 II 2x4 MII20 11 2x4 M1120 Q D H w 2x4 M1120 i `q C I 0 d J m B A r 4x10 M1120= M L K 4x8 M1120= 6x6 M1120= 6x8 M1120= 6x6 M1120= 1-4-8 j 20-M 2-8-12 2-3-8 10-3.8 2-3-8 2-6-12 Plate Offsets -1 - 0-1-3 0-3-0 d e -0 0-0 K:0 0 M LOADING (psf)TCL SPACING 2-" CSI DEFL in (loc) I/deft L/d PLATES GRIP (Ground Snow=60.0)4 Plates Increase 1.15 TC 0.83 Vert(LL) -0.33 K-M >718 360 M1120 197/144 (Gro Lumber Increase 1.15 BC 0.86 Ve L -0.53 K-M >444 240 BCDLL 0.0 Rep Stress Incr YES WB 0.25 Ho(TL) 0.02 J n/a n/a BC L 8_0 Code IBC2003ITP12002 (Matrix) Wind(LL) 0.08 K-M >999 240 Weight:117lb LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purfins. BOT CHORD 2 X 8 SYP 240OF 2.0E*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J-L 2 X 8 SPF No.2 WEBS 2 X 4 SPF No.2*Except* C-M 2 X 3 SPF No.2,I-K 2 X 3 SPF No.2 REACTIONS (Ib/size) B=1872/0-5-8,J-1687/0-5.8 Max Horz B=231(LC 6) Max Uplift B=140(LC 7),J=-55(LC 8) Max Grav B=2062(LC 2),J=1806(LC 3) FORCES (lb)-Maximum Compressionfivlaximum Tension TOP CHORD A-B=0/88,B-C=2542/32,C-D=2247/35,D-E=1639/135,E-F=0/1213,F-G=-6/1266,G-H=1634/126,H-1=2258/27, I-J=2563/27 BOT CHORD B-M=-38/1891,L-M=0/1547,K-L=0/1547,J-K=0/1941 WEBS E-G=-3007/140,D-M=O/948,H-K=0/911,C-M=-640/112,I-K=-702/145 NOTES 1)Wnd:ASCE 7-02;90mph;h=25ft;TCDL=4.2psf;BCDL=4.8psf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-02;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8)Ceiling dead load(8.0 psf)on member(s).D-E,G-H,E-G; Wall dead load(5.Opsf)on member(s).D-M,H-K F 9)Bottom chord live load(30.0 psf)and additional bottom chord dead load(7.0 psf)applied only to room.K-M 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 140 lb uplift at joint B and 55 lb uplift at �R� joint J. CO d 11)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI * Q �A rr LOAD CASE(S) Standard ?3982 ti �� t SS1ON4 9 December,2008 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7479 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members MiTek' only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSlITPH quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute,583 D'Onofrb Drive,Madison,wl 53719. 100 Industrial Road Bradford,ON,1_3Z 3G7 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION � Center plate on joint unless x,y Failure to Follow Could Cause Property 4 Offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracin g g,is always required. See BCSII. 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves T TOP CHORDS may require bracing,or alternative T,I,or Eliminator Cl-2 C23 bracing should be considered. 3. Never exceed the design loading shown and never 0 WXZ1 ca.4 4 stack materials on inadequately braced trusses. O �'� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U v designer,erection supervisor,property owner and plates 0-'/16"from outside a- 6 O all other interested parties. edge of truss. 8 C 5. Cut members to bear tightly against each other. BOTTOM CHORDS7 6. Place plates on each face of truss at each This symbol indicates the 8 7 b 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Comber is a non-structural consideration and is the 4 x 4 NUMBERS/LETTERS. width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is comber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION species and size,and 12.Lumber used shall be of the s ICC-ES Reports: p in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A ER-4805,94169C, 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING 95-35.1,97-31,99936A or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2006 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal MiTek% 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSII: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiiekEngineering Reference Sheet:MII-7473 GeneralSymbols Numbering System A o PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y Failure to Follow Could Cause Property 4 offsets are indicated, Ib-4-8 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both sides of truss l. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,is always required. See BCSII. Q�1/T�„ 2. Truss bracing must be designed by an engineer.For 1 2 3 wide truss spacing,individual lateral braces themselves TOP CHORDS may require bracing,or alternative T,I,or Eliminator CI-2 C2-3 T - bracing should be considered. 3. Never exceed the design loading shown and never 0 WEBS gag 4 stack materials on inadequately braced trusses. � w h• ^ v � O u ��� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U ep =O designer,erection supervisor,property owner and plates 0-'A6'from outside a- O all other interested parties. edge of truss. c�-e cc c•6 O CL 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully.Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIAPI 1. Plate location details available In Ill20/20 software or upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions LATERAL BRACING LOCATION PRODUCT CODE APPROVALS indicated are minimum plating requirements. ICC-ES Reports: 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 9730,95-43,96-31,9667A 13.Top chords must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67,ER-3907,9432A ER-4805,94169C, 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING 95-35.1,97-31,99936A or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.approval not cut or alter truss member or plate without prior reaction section indicates joint 02006 MiTek®All Rights Reserved of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable CEMI environmental,health or performance risks.Consult with Industry Standards: MR project engineer before use. ANSI/TPI1: National Design Specification for Metal Mlffek P 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI1: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSI/TPI I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:M11.7473 62-0-0 42-0-0 20-0-0 GBL14 J O O V N GIR22 F 2) 9 0 o Cl v M rn u� O J 4 O GBL22 r 22-0-0 f 20-0-0 20-0-0 J 62-0-0 J Customer r.k.Miles Bill Miller FERMCO U.S INC. Address: #618 DEPOT STREET MANCHESTER VT. Mario Steve&Debbie Seabo er Job: 195458FR Scale: 1 : 100 Date: 10/17/2008 r.k.Mlles(Manchester) JOB NAME:Steve&Debbie Seaboyer LOT# SUBDIV: #618 DEPOT STREET MODEL: TAG: JOB CATEGORY:ROOF USA MANCHESTER,VT 06255 DELIVERY INSTRUCTIONS: (802)362-1952 40-10-5 IBC2003 @ 24..ox SPECIAL INSTRUCTIONS: Cleverdale,NY BY DATE BUILDING DEPARTMEN OVERHANG INF HEEL HEIGHT REQ.LAYOUTS REQ.ENGINEERING QUOTE / ! ROOF_USA ENo cuT aETURN LAYOUT i ! PLUMB No GABLE STUDS 0 IN.OC NONE NONE CUTTING ! I FLOOR TRUSSES LOADING TOLL-TCDL-BCLL-BCOL STRESS[NCR. FLOOR TRUSS SPACING:24.0 IN.O.C.(TYR) INFORMATION 40.0-10.0-0.0-5.0 1.00 FLOOR QTY DEPTH BASE O/A END TYPE INT BEARING CANTILEVER STUB PROFILE PLY ID SPAN SPAN LEFT RIGHT SIZE RI LOCATION LEFT GHT LEFT RIGHT .lz 01-04-00 �1 5 FL14 14-04-15 14-04-15 LcDJ 01-04-00 2 FL14A 14-11-08 14-11-08 f 01- 00 9 FL1L19 19-08-00 79-08-00 0 -04-00 FL22 5 L22 1 22-00 DO 22-OQ-00 1 01-04-00 4 FL22A 21-08-08 21-08-08 01 -04-00 1 GBL14L14 14-04-15 14-04-15 r� 01-04-00 1 GBL2222 22-00-00 22-00-01 01-04-00 1 GIR19R19 19-08-00 19-08-00 r 01-04-00 ■� 1 GIR22 21-08-08 21-OS-OB r— 7A I TEIrf S QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES FT-IN-i6 2 HANGERS HGUS48 12 FLOOR HANGERS LF359 $2,546.00 NET PRICE----TAX EXCLUDED R K.Miles,Inc. P.O. BOX 1125 Manchester Center, VT 05255 4 Pe uynber MECcheck Compliance Report �—ecked By/D e Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 b Data filename:C:\Program Files\Check\MECcheck\Seaboyer.cck TITLE: Seaboyer COUNTY:Albany STATE:New York HDD:6894 CONSTRUCTION'TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:09/19/08 DATE OF PLANS: 9/11/08 PROJECT INFORMATION: Steve&Debbie Seaboyer 83 Rockhurst Road Cleverdale,NY COMPLIANCE:Passes Maximum UA=432 Your Home=317 26.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1074 40.0 0.0 31 Wall 1: Wood Frame, 16"o.c. 2927 21.0 0.0 146 Window 1:Wood Frame,Double Pane with Low-E 225 0.390 88 Door 1: Solid 38 0.100 4 Door 2:Glass 109 0.380 41 Basement Wall 2:Wood Frame,8.0'ht/7.8'bg/8.0'insul 160 21.0 0.0 7 Furnace 1:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 P osed New York State Energy Conservation Construction Code requirements. r„rrr Builder/Design �� Date��f R J ALtOl li`5;t4c MECcheck Inspection Checklist Proposed New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lb DATE:09/19/08 TITLE: Seaboyer Bldg. Dept. Use ( Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-40.0 cavity insulation ( Comments: ( ( Above-Grade Walls: [ ] ( 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ( ( Basement Walls: [ ] 1. Basement Wall 2: Wood Frame,8.0'ht/7.8'bg/8.0'insul,R-21.0 cavity insulation Comments: ( Windows: [ ] ( 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.390 ( For windows without labeled U-factors,describe features: ( #Panes Frame Type Thermal Break?[ )Yes[ ]No ( Comments: ( ( Doors: [ ] ( 1. Door 1: Solid,U-factor:0.100 Comments: [ ] ( 2. Door 2:Glass,U-factor:0.380 ( #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: ( Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number [ ] ( 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number ( Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] ( Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC ( rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible ( materials and 3"clearance from insulation. ( Vapor Retarder: [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ( ( Materials Identification: [ ] ( Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. t � 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) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 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 Types Range 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) [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] ( Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I 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 I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] ( Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. ( Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the I levels in Table 2.