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2008-195 r TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUP-A-N- CY Permit Number: P20080195 Date Issued: Thursday, May 03, 2012 This is to certify that work requested to be done as shown by Permit Number P20080195 has been completed. Location: 5 VAN Ct Tax Map Number: 523400-301-006-0001-010-000-0000 Owner: RICHARD &AMY MOLLOY Applicant: RICHARD & AMY MOLLOY This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property r: owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY (2t 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080195 Application Number: A20080195 Tax Map No: 523400-301-006-0001-010-000-0000 Permission is hereby granted to: RICHARD & AMY MOLLOY For property located at: 5 VAN Ct 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: RICHARD & AMY MOLLOY Residential Addition $175,000.00 5 VAN Ct QUEENSBURY,NY 12804-0000 Total Value $175,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency �V V Plans&Specifications 2008-195 1368 sq ft residential addition $164.16 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday, September 26, 2011 (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 Town of Que ury; ridy, t ber 26, 2008 SIGNED BY for the Town of Queensbury. Director of Building& Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080195 p�lication Number: A20080195 Tax Map No: 523400-301-006-0001-010-000-0 0 t Permission is hereby granted to: RICHARD &AMY MOLLO For property located at: 5 VAN Ct in the Town of Queensbury,to construct or place at the above location in accordance with application togeth w' h pl plans and other information hereto filed and approved and in compliance with the NYS Uniform B n odes and th Queensbury Zoning Ordinance. Type of 4,onstructi'on Value Owner Address: RICHARD &AMY MOLLOY Resid 1 dition $175,000.00 , QUEENSBURY, NY 2804- Tot4 Valu $175,000.00 0 Contractor or 4ilde�same / Ad r ectrical Inspection Agency i r` Plans&Specification 2008-195 1368 sq ft residential ad $164.16 PERMIT FEE PAID -THIS PERMIT EXPIRES: Sunday, September 26, 2010 (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 Town Quee bury Q/lFri �,�ber 26, 2008 SIGNED BY �`�" for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080195 Application Number. A20080195 Tax Map No: 523400-3 01-006-000 1-0 10-000-0000 Permission is hereby granted to: RICHARD &AMY MOLLOY For property located at: 5 VAN Ct 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: RICHARD &AMY MOLLOY 5 VAN Ct Residential Addition $175,000.00 QUEENSBURY,NY 12804-0000 Total value $175,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-195 1368 sq ft residential addition $164.16 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, September 26,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at wn of enspury•,/ Friday, September 26,2008 SIGNED Y 7'` . �' +,��/ for the Town of Queensbury. Director of B ding& de Enforcement -._........ ............................. ....., �........._.._..._...._.� ; ,OFFICE USE ONLY r 0 TAX M NO. PERMIT NO. r 1 C r r r S "A f%, FEES: PERMITS/ RECREATION ENGINEERING N111 11 (If applicabl TOWN OF OUEEhJSE'.! F£ PRINCIPAL STRUCTURE:" ' '`� & '--O APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. J APPLICANT/BUILDER: OWNER: Ricci A NO An "OL4) ADDRESS: ADDRESS: Sr V� y 1CN 5 8 pg$- ?Q- 2-592 PHONE NOS. PHONE NOS.Zkt-4 39-OZ43104 s y (C CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: S Vow, 1 0 SUBDIVISION NAME: 1 i G1 C oY) - PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z a I— APPLY TO YOUR Z t= W O d w PROJECT O O0 1 O = _ w em u- L. u- w ¢ CL W 0 J LL CJ °z Cf � � OH WwZ z ¢ ¢ V- cn N o7 O u- I— L. a = 06 SINGLE FAMILY ✓ S 13 �� 13�,✓> TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: D FUEL TYPE: G A S HEAT TYPE: G A 5 CUB{ HOW ANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: {ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? LY 0 PROPOSED USE OF BUILDING OR ADDITION: u G S l O r MTtA L- *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-0 Town of Oueensbury. C'nnam,�,�;4 , n .,. r___._____, ,, _._ - ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? nJO 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 I/we 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 and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ....................... ...__,.....__....__...,_.._._.. 1 ;' / Permission is hereby granted to the above s This application / proposed action described 00 01 Applicant to erect or alter the building 0 herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. S Application: S , S1 , , , , , / 01 , , , , 1 , / , I , , , , BUILDING & CODES APPROVAL ; , ZONING APPROVAL , / , , 0 I 0 , / , / DATE 's DATE ; :..................... S ............. QUESTIONS? CALL 761-8 556 OR EMAIL codes(M-gueensburv.net Office Use Only VISIT OUR WESSITE FOR MORE INFORMATION w_ ww.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Q ueensbunJ • Community Development Office • 742 Bay Road, Queensburyf, NY 12804 �� 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 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 Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2nd 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 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 ----------------------------------- OFFICE USE ONLY PROJECT NAME: i11 l l c ' STAFF INITIALS: DATE: BUILDING PERMIT SUBMISSION ; CHECKLIST FOR: :_________--------__________________. SINGLE FAMILY DWELLING r- 1. ! Building Permit Application Completed? YES ` NO N /A 2 Energy Form or CheckMate Energy Code Compliance / _ Forms Complete? (2-copies) E 3 Energy Code Inspector's Report from Checkmate / _ Program? (2-copies) 4 Septic application completely filled out? / — (if applicable) t/ 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO N /A i a. Floor plans (s)? b. Foundation plan? c. Cross sections (s)? d. Elevations? e. Window and door schedule? g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? i ✓ i Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic Sys em or sewer line? 8. Setbacks from property lines to new structure? --- — -- ...._._... .._.._._.. ±.--._..._....._.........._..... ....... .... Setbacks to neighboring wells and septic systems, 8' including onsite well and septic systems (if applicable)? _ V 9. ; Driveway Permit? Tozim of Queensbury• Community Development Office • 742 Bay Road, Queenshuty, NY 12804 -___________________________________, PROJECT NAME: OFFICE USE ONLY STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: ' MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. ? Building Permit Application Completed? YES NO N /A �— Energy Form or CheckMate Energy Code Compliance i 2' Forms Complete? (2-copies) 3. Energy Code Inspector's Report from Checkmate Program? (2-copies) 4 Septic application completely filled out? I (if applicable) ' - ----' _--........_..- �.- 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO N /A I 4 � I a. Floor plans (s)? I b. Foundation plan? ! j c. Cross sections (s)? ti d. Elevations? e. Design loads including floor, snow load, and wind load? f. Seismic design (required after January 2003)? I g. Plans signed and sealed by registered architect or engineer? I I~ I I h. Window and door schedule? Two(2) site plans showing location of the structure to be built, location of well or water lines, location of septic 17. I system or sewer line with all setbacks and separation distances shown, and all improvements to the pEo pert ? 8. j Solid Fuel Burning or Gas Appliance Form (if applicable)? 9. Driveway Permit j Town of Queensbunj• Community Development Office• 742 Bay Roast, Queensbury, NY 12804 Cortimunitu Development O f Tice Town of Queensbury • 742 Bay Rd. Queensbury, New York •12804 PLOT PLAN r Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. v\ SIDE PROPERTY LINE ..... ... S i. ... .... .. ... _....... .......... h : W / Z T Z J a /r , , z S (� SIDE PROPERTY LINE 1 SQUARE = 13• FT. Queensbury Building & Code Enforcement - Residential I action Office No. (518)761-8256 Arrive: c� rt: L�_ a i Date Inspection request received: Inspector's Initia s: NAME: �( P MIT#: LOCATION: 0 �Ktll �pt� �' DATE: 3 —I Z- TYPE OF STRUCTURE: Comments: Yes No 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 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off e /regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom I Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Doctors/Carbon Mor oxi Detectors Every level: Every Bedr76: Outside every bedroor�area: ��,, Inter Connected: ✓ Battery 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 sq.ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within One of site Oil Fumace shut-off at entrance to fumace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum \ Basement stairs closed rise>4 inches , Garage Floor Pitched Gar-age fiWroofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker ZZ- Site Plan /Variance required Flood Plain Certification,if required -Okay to issue C/C or C 10 Temporary/Permanent LABudding&Codes Fomis\Building&Codesllnspection FmmsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08,Revised 12/22/10,Revised 04/13/11 i c�► r; 1� L Queensbury Building & Code Enforcement - Aidti ilia Inspection Office No. (518)761-8256 Arrive: %1� part: �� a m Date Inspection request received: Inspector's Ini a; NAME: PER;41V#: LOCATION: DATE: Cry--/a TYPE OF STRUCTURE: P�V- �r Comments- Yes No NIA 4" Building Number Address visible from road Chimney Height/'13"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers 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 Deck Brad /Hand' Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch dearance 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 salet y gLa#ngf Interior Smoke Defectors/Carbon Mo}mxide elect= Every level: _ Ev Bed!7fi: Outside every bedroo rea: ��/// ` Inter Connected: J Battery backup: ✓ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq.11 150 sq.ft.vents Bathroom Fans if no window Plumbing fixtures VV r/Sticker on Panel Duct wg&sealed lower Door Test Certification loon ss,draft stopping finished basement 1,000 sq.ft. 4EX oikF— Eme ency egress below grade Gas Furnace shut-off within 30 feet or within fine of site Oil Fumace shut-off at entrance to furnace area /l. j K4 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stain:Sheetrock Underside minimum'%*Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fire /%hour fire door/door closer i} LAN-- Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 60% Final Survey Plot Plan Lo Arc Faun Breaker Habitable Spaces/Tamper Proof Receptacles "� Flex Gas Pipe Bondi ro i= wle As Bulk Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required A Okay to issue C/C or C 10 Temporary/Permanent - —0 `t L:Ouilding&Codes FormslBuilding&CodeMinspection FonnsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08,Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforce ent - Residential inal Inspection Office No. (518)761-8256 Arrive: &:�_arn/pm a rt: am/pm Date Inspection request r ived: Inspect is Initials: C-7-1, NAME: 7 l PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments. 4" Building Number Address visible from road Chimney Hei ht/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbinmbina Vent through roof minimum 8 inches Roof Co /Exterior Finish Complete Platform at all exterior doom Handrall 4 or more risers 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 Handrall Termination at Newell Post or Wall t je /Exterfor Railings 34 inches to 38 inches Deck Brad /Handicapped Ramp Complaint Grade away from foundation 6 Inches with 10 feet 6 inch deeranoe to sill plate Gas Valve shut-off exjxwed!regulator 18 inches above reds Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen wate, ht Safety /Window in stairwells!IfR!y glazing interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batteg backup: Attic aooess 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 .ft:150 sq.ft.vents Bathroom Fans if no window Phimbina fixtures Foundation insulation/Insulation Certification Floor truss draft stoppmg finished basement 1,000 sq,ft. Emergerw ma below grade Gas Furnace shut-off within 30 feet or within line of site ON Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetroek Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched �b Garen fireproofing/%hour fire door/door closer Duct work Sealed Gas Loos in Sealed or Glass Enclosure Final Electrical Final SurveyPlot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondi As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Cerdfaition If re uired Okay to issue C I C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codes\Inspection FormWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26M Framing / Firestopping Inspedi3O Deport Office No. (518)761-8256 Date In$pec�i n",�q��st received: Queensbury Building &Code Enforcement Arrive: `�i �`�Im/txn )depart: am/pm 742 Bay Road, Queensbury, NY 12KK Inspector's initials: NAME: �' - PERMIT LOCATION: s INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°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 % w 16 gauge 8 16D naffs 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 Fir 1�2,3, 4 hour Firestopping sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (Mn 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Foens4)LD\Building&CodesYnapection FormsTraming Firestopping InSpec lion ReporLdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ectioryrequest received: a 6'/ Queensbury Building & Code Enforcement Arrive: ' am/p GDepart: afTVpm 742 Bay Road, Queensbury, NY 12804 Ins isInitials: NAME. 4TPERMIT #: 'W' -e)lq3 LOCATION: � U&4 INSPECT ON: 60- ;E6 `3 TYPE OF STRUCTURE: Y N NIA Ro h P I Plates umbin Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 4 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 propedy/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 16,2006, revised January 7,2008 Report Rough Plumbing / Insulation Inspection Office No. (518) 761-8256 Date Inspectiopq % Queensbury Building &Code Enforcement Arrive: art: - " a m 742 Bay Road, Queensbury, NY 12804 Ins is i NAME: / ) Q f l U V _ PERMIT#: LOCATION: 2;- V&!V CC'r'i` INSPECT ON: z 2 TYPE OF STRUCTURE: Y N/A Plumbing/Nail Plates &IC,A " Plumbin Vent/Vents in Place 1 %inch minimum Drain Size 4� Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test 's 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.1 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 Ifrequired unheated aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation ReporLr9evised Nov 17 2003, revised Febnrary 15,2005, revised January 7,2008 Z/j Framing / Firestopping Inspection Re rt !� Office No. (518)761-8256 Date Inspec!!g request received: o� Queensbury Building Sr Code Enforcement Arrive: i��"am/ pe rt: a pm 742 Bay Road, Queensbury, NY 12NM Inspector's Initials: NAME: G PERMIT#: �lJ LOCATION: INSPECT ON: TYPE OF STRUCTURE: ICY- WA COMMENTS: ami eC� ttic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"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 % 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-=\Building&Codesurapectkm Fom*\Frarriing Firestopping Irispection NvorLdoc Revised January 7,2008 �7- "1C rIk c—j Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In �uest received: Queensbury Building&Code Enforcement Arrive:,,=Zam/pm Depart: am/prn 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '- --CL NAME: . 't' PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' Y N NIA Framing COMMENTS: A Ic Access 220 x W minimum `i - 5 �� i iS Jadc Studs/Headers Bracing/BridgingL Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12"O.C. lav l 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 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor 6 ft. or less on center Ice and watef 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 518 inch Type X CeilingANall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortes-M\Building&CodesYnspedion FomhsTraming FndoppkV Inspection Reportdoc Revised January 7,20M Rough Plumbing / Insulation Ins ectioin Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p f?epad. ��- '_ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: = NAME: PERMIT. �c� PERMIT #: 6S_ LOCATION: IVA INSPECT ON: /Z— 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 Air/Head 50 P.S.I for 15 minutes ' a ' n Mesidential Check/Commercial Check (I'Tyvek or Sirfiilar Exterior Sealant -Proper Vefit, 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 Foundation Inspection Report Office No.(518)761-8256 Date Insnslnr—thttis: request received: Sky, Queensbury Building&Code Enforcement Arrive: p Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto r NAME: MOO! 0 PERMIT#: 10 LOCATION: /,)iV (OV 12.T INSPECT ON: t TYPE OF STRUCTURE: Comments Y N N/A Footings iers ' i 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 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 FormsWilding&Codes\lnspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report U Office No.(518)761-8256 Date Inspecti request received: 4&k g Queensbury Building&Code Enforcement Arrive: am/p�m\�r / Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: NAME: PERMIT#: LOCATION: INSPECT ON: ' TYPE OF STRUCTURE: o 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inche for wet areas nder slab Backfill A ray 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 L) Foundation Inspection Report Office No.(518)761-8256 Date Inspection i ed: Queensbury Building&Code Enforcement Arrive: ,FQ Depart: / 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. J NAME: Ad t;P�RWr#: LOCATION: C{ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 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 Dampproofmg 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\Inspecbon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough Plumbing / Insulation Inspe ion Report Office No. (518) 761-8256 Date Inre i9w- equest received: Queensbury Building & Code Enforcement Arrive* am/ , Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Ins lnitials �--''f NAME: A1/ PERMIT #: i LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A 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 �5@ P.S.I for 15 minutes Insulation/ esidential Check/Commercial Check 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 Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 New York State Department of Environmental Conservation Am Division of Environmental Permits, Region 5 232 Golf Course Road—P.a.Box 220, Warrensburg,New York 12885-0220 Phone: (518)623-1281 • FAX:(518)623-3603 Webalte:www.dec.ny.gov Alexander B.Grannis Commissloner May 22,2008 Richard&Amy Malloy 5 Van Court Queensbury,NY 12804 Re: Freshwater Wetland Jurisdictional Inquiry Tax Map Parcel 301.6-1-10 5 Van Court Queensbury(1),Warren(Co) Dear Mr.&Mrs. Molloy: An officially mapped New York State regulated Freshwater Wetland or its adjacent area was not found to be present on the above property,therefore,no freshwater wetlands permit is required from the Department. Freshwater wetlands under 12.4 acres in size are regulated by the U.S.Army Corps of Engineers(ALOE). Please contact the ACOE at their office in Troy at 518-266-6350. A classified A(T)regulated stream is located on the property. Any disturbance to the bed or banks of this stream will require an Article 15-Protection of Waters Permit. Thank you for your inquiry and the opportunity to serve you. If you have any questions regarding the Freshwater Wetlands Law or Regulations;please contact the Department at the number above. Sincerely, Susan Clickner Agency Program Aide Enclosure 1 r John O'Brien From: Amy Molloy[aemolloy5@yahoo.com] Sent: Thursday, May 22, 2008 9:59 AM To: Susan Clickner Cc: rarjbjg@adelphia.net Subject: Re: Wetlands Susan, Thank you for the info. Regarding the Article 15 - protection of waters permit: How do you define "disturbance to bed or banks"? Do we need to obtain a delineation to determine the boundary of the bed/banks? Amy --- Susan Clickner <slclickn@gw.dec.state.ny.us> wrote: > There are no New York State regulated freshwater wetlands on your > property. No Article 24 - Freshwater Wetlands Permit would be required > from the Department of Environmental Conservation. > However, wetlands under 12.4 acre in size are regulated by the U.S. > Army Corps of Engineers. They can be reached at 518-266-6350. > Attached is a map showing the location of the federal wetland. > There is a regulated class A(T) stream on your property. Any > disturbance to the bed or the banks of the stream will require an > Article 15 - Protection of Waters Permit. 1 John O'Brien From: Susan Clickner[slclickn@gw.dec.state.ny.us] Sent: Thursday, May 22, 2008 11:03 AM To: Amy Molloy Subject: Re: Wetlands Attachments: streambank.pdf t, " Areambank.pdf(28 KB) No. The only time you really need a permit is if you are disturbing the bed or banks. Attached is an drawing showing what is meant by bed and banks. Usually we issue permits to prevent further erosion. No, you do not need a delineation to determine the bed or banks of a stream. We do not have any regulations on how far back to build from a stream. Some towns do have a 100 foot setback or more from a stream. It is always good to check with the town before building. 1 STREAM BANK ILLUSTRATION AND DEFINITION oi✓ PAW K-5 MOR �LA.tc f�t►UM , �+oi�1 MH � �Er4l� tN• WdJ�"f 'Cot Nate:A slope of 46 degrees may also be agvessed as 1 OQ percent slope Ora 1:1 nape. @snks means that!arid area irnmedliately ad*ent tD and which slopes toward tha bed of a wate=um and which is necessary tQ maintain the]nW grity of a watercourse.A bank will not be considered to eodmW more lean 50 fleet horinar►tailY from'ths mean high water hare,wlth.the WjoWng eaa:epiion..Where a oftmffy uniform slope of 45 degrees(100%)or Wester adjoins the bed of the watercourse,the bank Is eadended to the crest of the slope or the first definable break in slope, elthet a natural or constructed(Le., road or railroad grade)feature, tying gen- erally parallel to the watercourse. M" REScheck Software Version 4.0.1 4y Compliance Certificate Project Title: Richard Malloy Report Date:04/04/08 Data filename: Untitled.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: van crt. queensbury,NY 12804 Gross Perimeter -Factor Ceiling 1:Flat Ceiling or Scissor Truss: 855 38.0 0.0 26 Ceiling 2:Flat Ceiling or Scissor Truss: 168 38.0 0.0 5 Wall 1:Wood Frame,16"o.c.: 372 21.0 0.0 21 Wall 2:Wood Frame,16"o.c.: 696 21.0 0.0 34 Window 1:Wood Frame:Double Pane with Low-E: 106 0.310 33 Basement Wall 1:Solid Concrete or Masonry: 372 11.0 0.0 23 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 513 30.0 0.0 17 Furnace 1:Forced Hot Air:78 AFUE Air Conditioner 1:Electric Central Air:13 SEER The proposed building represented in this document is consistent y(�4tkel hgVong plans,specifications,and other calculations submitted with this permit application.The proposed systems have been rmisey4 pNew York State Energy Conservation Construction Code requirements.When a Registered Design Profession as °' 6,A,*is page a are attesting that to the best of his/her knowledge,belief,and professional judgment,su lams or Spec-1 nce ith thi Code. Name-Title Signature Date �f Richard Malloy Page 1 of 4 y �X Sc eck Software Version 4.0.1 fl Inspection Checklist Date: 04/04/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.0'bg/8.0'insul,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 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 are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Richard Malloy Page 2 of 4 4 � Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to R-11. Return ducts in unconditioned attics or outside the building are insulated to R-6. Supply ducts in unconditioned spaces are insulated to R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction, All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, v or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Ll Fireplaces have 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. Service Water Heating: ❑ Water heaters with vertical pipe risers 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. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: FA Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Richard Malloy W Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp. Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Richard Malloy �� Page 4 of 4 j 32-6-0 i 10 jl 1 o M i I III 10 j !li I it 32-6-0 TRUSSES HAVE BEEN DESIGNED BASED ON TRUSS DESIGNERS Roof Loading Account: QUEENSBURY INTERPRETATION OF THE CONSTRUCTION DESIGN DOCUMENTS TIC Live: 20.00 psf Job:JOB17259 OR INFORMATION RECEIVED FROM SALES REPRESENTATIVE. TIC Dead: 10.00 psf Designer: Lucas AN CUSTOMER IS TO REVIEW AND APPROVE ALL TRUSSES. BC Live: 0.00 psf Checker: a'�bx�.arr16�I T t{�r'r BC Dead: 10.00 psf Date:04-29-08 l TICStress Inc: 15.00 BC Stress Inc: 15.00 Spacing:2-0-0 o.c. *Job:JOB17259 Mark: R1 Quantity: 1*2P Type: TR Span: 300000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Girder NOTES: Cal JOINTS EXCEPT: TOP 1.00 2x 4 SP-#1 0.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y STM 0.61 2x10 SP-2400 TC Cont. 0- 0- 0 30- 0- 0 LISS IN-SX IN-SX TC V 92 20 0.0 15.0 SARATOGA LUMBER TRADERS A 4.00x 6.00 CNTR -0.00 WBS 0.67 2x 4 SPFS-N2 BC Cont. 0- 0- 0 30- 0- 0 A 7292 5- 8 3- 0 TC V 92 20 15.0 30.0 Analysis Conforms To: G 2.00x 4.00 CNTR O.DO EXCEPTIONS: hz - -108 BC V 231 120 0.0 30.0 ANSI/TPI 95 & 02 S1 4.00x 9.00W 0.10 0.23 W1 2x 4 SP42 C 7292 5- 8 3- 0 + 6 Wind Load Cases) Girder Camdnon H 4.00x 6.00 -0.46 -0.19 hz - 108 + 2 Unbal. Load Case(s) Loading BC B 6.00x 6.00 CNTR -0.46 + 1 UBC Load Case Span 12- 0- 0 I 4.00x 6.00 0.46 -0.19 UPLIFT FOUND AT BEARINGS + 1 Dead Load Case 2 COMPLETE TRUSSES REQUIRED. S2 4.00x 9.00W CNTR CNTR BRG UPLIFT BRG UPLIFT Fasten together in staggered C 4.00x 6.00 CNTR -0.00 LISS LBS pattern. (1/2" bolts -OR- D 4.00x 9.00 CNTR -0.13 A 1009 C 1009 SDS3 screws -OR- 10d nails S3 6.00x 6.00W 0.00 CNTR as each layer is applied.) E 7.00x 8.00 CNTR -0.63 TL Dell -0.5111 in E -D L/682 ----Spacing (In)---- F 4.00x 9.00 CNTR -0.13 LL Defl -0.3611 in E -D L/979 Rows Nails Screws Bolts Shear // Grain in A -F 0.44 TC 1 12 24 0 BC 3 12 24 0 WB 1 8 8 Web Connection Exception -- Use 411 spacing for screws or nails on the following webs 9 -E E -I OH Loading HO 4-1 6x6- HO 4-1 Soffit psf 2.0 His 4 B HH 4 Design checked for LL on BC TCU TCU per BOCA (section 1606.2.3), 4x6-- 4x6- 20 IBC/IRC-2003 and F 2004 � (section 1607.1), 20.0 psf. 5 7 ' 4x9� H I 4x9� Design checked for 10 psf non- concurrent LL on BC. 6-11-13 2x4\\ S1 S2 2x4li Use properly rated hangers for G W3 W1 9a2 J loads framing into girder 6-7-1 truss. 4x6= TC�. TCI, 4x6= rrussLis designed asAa SCE O2 Main 4x6- W4 4x6= Wind-Force Resistance System. p, C Wind Speed: 90 mph it L'j Mean Roof Height: 25-0 b• 81L ES3 D B1R Exposure Category: C Occupancy Factor : 1.00 - -- 4x911 7x8II6x6= 4x911 --- -- " Building Type: Enclosed W:508 W:508 Zone location: Exterior R:7291 R:7291 TC Dead Load 6.0 psf dib 1008 U:IOQS BC Dead Load 6.0 pef COP a Roof Snow Load per ASCE 7-02 SL CD 6-8-9 4-9-3 4-9-3 4-9-3 4-9-3 6-8-9 co Ground Snow Load - 60.0 pef TC r+i 6-2-6 1 10-7-3 15-0-0 19-4-13 23-9-10 30-0-0 Rain Load 0.0 psf BC 8-4-12 1 -0-0 21-7-4 0-0-0 Importance Factor 1.00 Thermal Factor 1.10 30-0-0 Exposure Factor 1.00 Balanced Load Factor 0.77 ALL PLATES ARE MT2020 Unbalanced Load Factor 1.50 Unbalanced Loads Checked Load Factors - 1.50 and 0.00 Max camp. force 14153 Lba Max tens. force 13102 Lb® Quality Control Factor 1.00 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale; 3/i6"-1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluses APPROX. TRUSS WEIGHT: 266.5 LBS Connector plain eba8 be applied on both face,of truss at cub joint.Center the Robbins Rug.Co.bean no responsibility for the erection of trusses,field bracing or piste,,unless indicated otherwise.No loose knots or wane in plate contact area. permanent trues bracing.Refer to SCSI 1-03 a,published by the Truss Plate Standard Loading(Snow) Designer: Lucas Ahl Spike only where shown.Overall spans assume 4"bearings at each end,unless Institute,218 North Lee Street,Sulk 312,Alexandria,VA 22314.Persona erecting TC Live 46.2 po f Checker: iodkakd otherwise.Cuttkg and fabrication sha0 be performed no equipment wbkh trusses are cautioned to seek professional advice concerning proper erection bracing TC Dead 10 psf Reviewer: . produces snugfiltiag joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"domlnoing".Cart should be taken to prevent damage lumber shall not exceed 19%at time of fabrication and this design is act applicable during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 psf Designed: for use with fire retardant lumber and some preservative treatments.This design was adntuately braced in the absence of sheathing or rigid ceiling,respectively.It is the SC Dsaad 10 psf Rev NO: Prepared in accordance with"National Design Specifications for Woad Coostructloo" responsibility of others to ascertain that the design bads suilised on this drawing meet Total 66.2 pof Rev Date: sl -r T r dr. (AFPA),"National Design Standard for Metal Pick Connected Wood Tram or exceed the actual dead bads imposed by the structure and the live leads imposed Construction"(ANSIMI 1),and HUD Design Criteria for Trussed Rafters. by the local building code or historical ctimatk records. Lumbgr SI 1.15 Run Date: 04/2 9/08 Platsa SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in, Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THSTRUSS DESIGN DRAWING P g THATDATA INCLUDING DIM.AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc./Online Plus-0 1996-2008 Version 22.0.011 Engineering Review Drawing 4/29/2OD8 10:42:17 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com Job:JOB17259 Mark: R2 Quantity: 9 Type: TR Span: 300000 Pl-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 'PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: y; ON JOINTS EXCEPT: TOP 0.96 2x 4 SP-SS 0.C. From To JT REACT ACT WTD REQ WID Auto BOCA/Snow Loading Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.83 2x 4 210OF1.8 TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS A 6.00x 6.00 3.78 1.11 WSS 0.51 2x 4 SPFS-(#2 BC Cont. 0- 0- 0 30- 0- 0 A 2399 5- 8 4-12 plf - Live Dead From To Analysis Conforms To: F 5.00x 6.00 -0.21 0.50 WG1 2x 4 SPFS-#2 hz -110 TC V 92 20 0.0 15.0 ANSI/TPI 95 & 02 G 5.00x 6.00 0.21 0.50 WG2 2x 4 SPFS-A2 C 2399 5- 8 4-12 TC V 92 20 15.0 30.0 OR Loading C 6.00x 6.00 -3.77 1.11 hz 110 BC V 0 20 0.0 13.2 Soffit psf 2.0 S1 3.00x10.00W 0.00 CNTR TC Fb=1.15 Fc=1.10 Ft-1.10 BC V 40 20 13.2 16.8 Design checked for LL on BC BC Fb=1.10 Fc_1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS BC V 0 20 16.8 30.0 per BOCA (section 1606.2.3), ERG UPLIFT BRG UPLIFT + 6 Wind Load Case(s) IBC/IRC-2003 and FBC 2004 LBS LBS + 2 Unbal. Load Case(s) (section 1607.1), 20.0 psf. A 303 C 303 + 1 UBC Load Case Design checked for 10 psf non- + 1 Dead Load Case concurrent LL on BC. TL Defl -0.57" in E -D L/613 Wind Loads - ANSI / ASCE 7-02 LL Defl -0.42" in E -D L/825 Truss is designed as a Main Shear // Grain in F -B 0.84 Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior 5x6 TC Dead Load 6.0 psf Ho 80 Dead Load HH 4-1 H HIR 4 1 R000ff Snow Load p 6.0 psf per ASCE 7-02 Ground Snow Load a 60.0 psf Rain Load 0.0 paf 5 TCU TCU Importance Factor 1.00 ITSx6-- 5x6- Thermal Factor 1.10 SPL F W1 GSPL Exposure Factor 1.00 6-11-13 Balanced Load Factor 0.77 Unbalanced Load Factor 1.50 6-7-1 W1 Unbalanced Loads Checked 3x611 TCL W2 TCL 3x611 Load Factors = 1.50 and 0.00 1 6x6_ W2 6x6= Max tens3846 coop. force Lbs Max tens. force 384E Lbs A C Quality Control Factor 1.00 B1L E 81 D H1R 4x6-- 20G-MT28-3x10= 4x6= W:508 W:508 R:2398 R:2398 4b 303 U: 3113 CC) CID C1,4 SL Cc 8-4-8 7-10-8 7-10-8 8-4-8 is TC -1 7-8-12 1 15-0-0 22-3-4 I 30-0-0 "~ BC 10-2-9 1 19-9-730-0-0 --30-0-0-- EXCEPT AS SHCIMN ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale: 3/i6"=1' ADDITIONAL, SPECIFICATIONS. Robbins Engineering, Inc./Online Pludm APPROX. TRUSS WRIGHT: 168.9 LBS Connector plain"be awfied on both facer of truss at tab)din.Center the Robbins Eag.Co.bean no responsibility for the erection of trusses,field bracing or plates,enkss Indicated otberwise.No loose hots or wane in plate contact arem pensw ueut trues bracing.Refer to SCSI I-W as published by the Truss Piste Auto BOCA/Snow Loading Designer: Lucas Ahl Splice only where shown Overall apses nssame 4"bearings at each end,ankh Institute,218 North Lee Street,Sake 312,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker: indicated odbe ise.Cutting and fabrication shag he performed an equipment which trusses are cautioned to seek professional advice concerning proper cmctlon bracing :.'.... Produces smrgdRting)aims and plates.Unless otherwise noted,moisture content of to prevent toppling and"domkabg".Can d-M be take.to prevent damage TC Dead 10 psf Reviewer hrmber shag sot exceed 19%m time of Gbrkatia s and this design is not applicable during fabrication,storage,shipping and ereeilun Top and bottom chords shoa be BC Live 0 psf Designed: for use with Ire retardant lumber and some preservative tremments.This design was adequately braced In the absence of sheathing or rigid ceiling,respectively.It is the BC Dead 10 paf Rev No: prepared In accordance with"National Design SpeeBkatloss for Wood Construction" nreponsib9ity of others ta ascertata that the design bads unfired on this drawing meet Total 66 2 of Rev Date {r _� r Trade. (AFPA),"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead b . P ads imposed by the etnotare and the live loads h"posed • Construction"(ANSIMI 1),and HUD Deeiga Criteria for Trussed Rafters, by the kcal building code or historical eama le records. Lumber SI 1.15 Run Date: 04/2 9/08 Plate SI 1.15 Version: 22.0.011 FURNISHA COPY OF THIS DESIGNTO ERECTION CONTRACTOR, Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY SP n9 g• THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc,/Online PluaTM'0 1SW2008 Version 22.0.011 Engineerng Review Drawing 4129/20M 10:42:19 AM Page 1 PDF created with pdfFactory trial version www.i)dffactory.com Job:JOB17259 Mark: R3 Quantity: 1 Type: HIPW Span: 300000 Pl-HI: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: �. ON JOINTS EXCEPT: TOP 0.92 2x 4 2100F1.8 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.96 2x 4 SP-#1 TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 13.0 SARATOGA LUMBER TRADERS A 4.00x 6.00 1.06 0.92 WBS 0.43 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 A 2456 5- 8 2-14 TC V 92 20 13.0 17.0 Analysis Conforms To: A 4.00x 4.00 2.24 0.74 PB1 2x 4 SPFS-#2 One Continuous Lateral Brace hz - -94 TO V 92 20 17.0 30.0 ANSI/TPI 95 i 02 I 2.00x 4.00 CNTR -0.00 PB2 2x 4 SPFS-#2 I -G F -J D 2456 5- 8 2-14 BC V 0 20 0.0 30.0 OR Loading B 5.00x 5.00 CNTR -0.33 PB3 2x 4 SPFS-#2 Attach OLE with (2)-10d nails ha - 94 + 6 Wind Load Case(s) Soffit pof 2.0 C 5.00x 5.00 CNTR -0.33 EXCEPTIONS: at can on each web + 2 Unbal. Load Case(s) Design checked for LL on BC D 4.00x 4.00 -2.24 0.74 T3 2x 4 SPFS-#2 UPLIFT FOUND AT BEARINGS + 1 UBC Load Case per BOCA (section 1606.2.3), D 4.00x 6.00 -1.06 0.92 ERG UPLIFT ERG UPLIFT + 1 Dead Load Case IHC/IRC-2003 and FBC 2004 S1 5.00xl4.00W 0.00 0.75 TC Fb=1.15 Fc=1.10 Ft-1.10 LBS LISS (section 1607.1), 20.0 psf. BC Fb=1.10 Fc-1.30 Ft-1.10 A 303 D 303 Design checked for 10 psf non- concurrent LL on BC. TL Defl -1.00" in A -G L/349 Wind Loads - ANSI / ASCE 7-02 LL Defl -0.48" in A -G L/734 Trues is designed as a Main Shear // Grain in A -I 0.94 Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 pof BC Dead Load 6.0 psf HO 4-1 Sx5 Sx5- HO 4-1 Roof Snow Load per ASCE 7-02 HH 4 B T3 C HH 4 Ground Snow Load = 60.0 psf Rain Load - 0.0 psf IT 5 Importance Factor 1.00 2x4� 2x4� Thermal Factor 1.10 6-1-13 1 J Exposure Factor 0.00 77 Balanced Load Factor 0.77 TC W3 W3 TO Unbalanced Load Factor 1.50 5-9-1 4x4 W4 W2 4x4- Unbalanced Loads Checked Load Factors m 1.50 and 0.00 4x6= 4x6= Max camp. force 4375 Lbs A W2 D Max tens. force 4070 Lb a Quality Control Factor 1.00 B1L G F B1R 3x6 4x9= W:508 20G-MII2H-5xl4= W:508 R:2456 R:2456 dbb 303 U: 305 co 00 SL CCO 7-2-13 6-10-3 6-10-3 7-2-13 its TC 1+4 6-8-2 13-0-0 1 17-0-0 23-3-14 30-0-0 BC -10- 1711 -1-12 0- 30-0-0 EXCEPT AS SHOWN ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale: 3/16"=1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluam APPROX. TRUSS WEIGHT: 183.9 LBS Connector plates shall be applied on both faces of buss at each joint Center the Robbins Ing,Co,bean an responsibility for the erection of trusses,field bracing or plates,unless indicated otherwbe No loose knots orwaoe in plate contact area permamnt trnss bracing.Refer so BCSI 1.03 ae published by the Trans Plate Auto Snow Loading Designer: Lucas Ahl Splice only where shown.Overall spans assume 4"hearings at each end,unless Institute,218 North Lee Street,Suite 312,Alexandria,VA 23314.Penns ereethrg TC Live 46.2 psf Checker: Indicated otherwbe.Cubing and fabrication shall be performed on equipment which trusses are cautioned to Beek professional advice concerning proper erection bracing TC Dead 10 psf Reviewer: "- - produces sung-0tting joints and plain.Unless otherwise toted,moisture content of to prevent toppling and"dom)uaing".Care should be tuhen to prevent damage lumber span not exceed 19%at time of fabrication and this design IN not applicable during fabrication,garage,shipping and erection.Top and bottom chords shag be BC Live 0 psf Designed: for use with fire retardant lumber mud some preservative treatments.This design was adequately braced in the absence of sheathing or rigid ceiling,respectively.It is the BC Dead 10 psf Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of others to ascertain that the design bads utnined ou this drawing meet{' Total 66.2 2 of Rev Date: (AFPA),"National Design Standard for Metal Plate Connected Wood Truss or exceed the acme]dead bads Imposed by the structure and the live bads imposed P + Construction"(ANSI/TPI 1),and HUD Design Criteria for Trussed Rotten. by the local bu)Iding code or historical climatic retards, Lumber SI 1.15 Run Date: 04/29/08 Plate SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGNTO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: RIS THE RESPONSIBD.ITYOF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY P g g: THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc./Online Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4129/2008 10:42:20 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com Job:JOB17259 Mark: R4 Quantity: 1 Type: HIPW Span: 300000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LMd8ER Brace truss as follows: MAXIMM REACTIONS: Common Truss NOTES: �. ON JOINTS EXCEPT: TOP 0.95 2x 4 SP-M2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.93 2x 4 1650F2..5 TC Cont. 0- 0- 0 30- 0- 0 LEIS IN-Sx IN-SX TC V 92 20 0.0 11.0 SARATOGA LUMBER TRADERS A 4.00x 9.00 0.63 0.18 WBS 0.69 2x 4 SPFS-A2 BC Cont. 0- 0- 0 30- 0- 0 A 2567 5- 8 4- 0 TC V 92 20 11.0 19.0 Analysis Conforms To: B 5.00x 5.00 CNTR -0.33 EXCEPTIONS: hz - -79 TC V 92 20 19.0 30.0 ANSI/TPI 95 S 02 C 5.00x 5.00 CNTR -0.33 T3 2x 4 SPFS-#2 D 2567 5- 8 4- 0 BC V 0 20 0.0 30.0 OR Loading D 4.00x 9.00 -0.63 0.18 hz = 79 + 6 Wind Load Case(s) Soffit psf 2.0 TC Fb-1.15 Fc=1.10 Ft--1.10 + 2 Unbal. Load Case(s) Design checked for LL on BC BC Fb=1.10 Fc-1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS + 1 UBC Load Case per BOCA (section 1606.2.3), SRG UPLIFT BRG UPLIFT + 1 Dead Load Case IBC/IRC-2003 and FSC 2004 LBS LBS (section 1607.1), 20.0 psf. A 303 D 303 Design checked for 10 psf non- concurrent LL on BC. TL Defl -0.6311 in A -F L/557 Wind Loads - ANSI / ASCE 7-02 LL Defl -0.33" in F -E L/999 Truss is designed as a Main Shear // Grain in B -I 0.70 Wind-Force Resistance System. Wind Speed: 90 uph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 pef BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-02 HO 4-1 Sx5= � SxS= HO 4-1 Ground Snow Load = 60.0 psf HH 4 B T3 I C HE 4 Rain Load - 0.0 psf TT5�2x4-- 2x4: Importance Factor 1. 0 Thermal Factor 1.10 Exposure Factor 1.000 G H Balanced Load Factor 0.77 5-3-13 TC W2 W6 TC Unbalanced Load Factor 1.50 4-9-7 W6 W1 Unbalanced Loads Checked 4x9= 4x9= Load Factors = 1.50 and 0.00 A W1 D Max coup. force 4809 The Max tens. force 4454 The B1L F S1 E BlR Quality Control Factor 1.00 4x9= 20G-NT2H-3xlO=4x9= W:508 W:508 R:2566 R:2566 db 303 U: 308 oD cc SL Cc 6-1-13 5-9-3 5-9-3 6-1-13 in TC "H 5-8-2 L 11-0-0 1 15-0-019- 19-0-0 24-3-14 30-0-0 BC 0-10-4 - 2 30-0- 30-0-0 EXCEPT AS SHOWN ALL PLATES ARE 1-IT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 180.7 LBS Scale: 3/1611=1' Connector plates.hall be applied on both faces d truss at each joint Center the Bobbins Eng.Co.heart no responsibility for the erection of trusses,field bracing or plates,unie.s indicated otherwise.No loose hunts or wane to plate contact area, permanent buss bracing.Refer to BCSI 143 ae published by the Tram Prune Auto Snow Loading Designer: Lucas Ahl Splice only where shown.Overall spans assume 4"bearings in each end,unless Institute,218 North Lee Street,Suite 312,Aksaedria,VA 22314.Persons erecting TC Live 46.2 pef Checker: .. butkakd otherwise.Cutting and fabrication thing he performed on equipment which trusses are cautioned to seek professional advice concerning proper erection bracing produces song-Btiing joints and planes.Unless otherwise noted,moisture content of to prevent toppling and"dominating".Care shouts be taixn to prevent damage TC Dead 10 pef Reviewer: hrmber shall not erceed 19%at time of fabrkadon and this design is not applicable during fabrication,stomge,shipping and erection.Top and bottom ebords shall be BC Live 0 psf Designed: for use with Om retardant lumber and some preservative treatments.This resign was adequately braced In the absence of sheathing or rigid ceiling,respectively.It is the PI in accordance with"National DesignS BC Dead 10 psf Rev NO: l Specifications to Wood Construction" or exceed the actual ea loads do that the the structure In utilised o ve ie drawing Total 66.2 psf Rev Date: Tr �__ Construction" ,"National Design 1),andStandard D Design Plate Criteria Connected Wood Trust or the the acting dead bads smpoa l by the ehvcture and the Irv.loads imposed a. Constmetion"(ANSUTPI I),and HUD Design Criteria for Trussed Batten. by the level building code or historical climatic recurds. Lumber SI 1.15 Run Date: 04/29/OB Plate SI 1.15 Version: 22.0.011 FURNISH COPY OF TIM DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: ITETHERESPONSIBI.IIYOF THE BUILDING DESIGNER TO REVIEW THE TRUSS DESIGN DRAWING&VERIFY P 4 g' THAT DATA INCLUDING DrK AND LOADS CONFORMTO ARCH.PLAWSPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc./Online Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4129/2006 10:42:20 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com Job:JOB17259 Mark: R5 Quantity: 1 Type: HIPW Span: 300000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: )MAXIMUM REACTIONS: Common Trues NOTES: ON JOINTS EXCEPT: TOP 0.85 2x 4 SP-#2 0.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.88 2x 4 165OF1.5 TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 9.0 SARATOGA LUMBER TRADERS A 3.00x 8.00 2.06 0.77 WES 0.50 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 A 2659 5- 8 4- 3 TC V 92 20 9.0 21.0 Analysis Conforms To: A 4.00x 6.00 5.24 1.63 PBS 2x 4 SPFS-#2 hz = -64 TC V 92 20 21.0 30.0 ANSI/TPI 95 a 02 B 5.00x 6.00 0.50 -0.33 PB2 2x 4 SPFS-#2 D 2659 5- 8 4- 3 BC V 0 20 0.0 30.0 OR Loading C 5.00x 6.00 -0.50 -0.33 EXCEPTIONS: hz = 64 + 6 Wind Load Case(s) Soffit psf 2.0 D 3.00x 8.00 -2.06 0.77 T3 2x 4 SP-SS + 2 Unbal. Load Case(s) Design checked for LL on BC D 4.00x 6.00 -5.24 1.63 UPLIFT FOUND AT BEARINGS + 1 USC Load Case per HOCA (section 1606.2.3), S1 4.00x 9.00W 0.00 0.25 TC Fb=1.15 Fc-1.10 Ft-1.10 BRG UPLIFT BRG UPLIFT + 1 Dead Load Case IBC/IRC-2003 and FBC 2004 BC lb-1.10 Fc-1.10 Ft-1.10 LBS LBS (section 1607.1), 20.0 psf. A 303 D 303 Design checked for 10 psf non- concurrent LL on BC. TL Defl -0.54" in G -F L/641 Wind Loads - ANSI / ASCE 7-02 LL Defl -0.40" in G -F L/870 Truss is designed as a Main Shear // Grain in B -I 0.81 Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-02 6- 2x411 5x6 Ground Snow Load- 60.0 Pet BAH 4-1 B I C 4-1 Rain Load 0.0 pef TT 5 T3 Importance Factor 1.00 y�� 2� Thermal Factor 1.10 Exposure Factor 1.00 4-5-13 TC R W3 J TC Balanced Load Factor 0.77 4x6= W2 W4 W2 W1 4x6- Unbalanced Load Factor 1.50 3-11-7 3x8- W3 3x� Unbalanced Loads Checked A W1 D Load.,Factors m 1.50 and 0.00 Max c . force 5127 Lba PHI Max tens. force 4726 Lbs B1L G F S1 E B1R Quality Control Factor 1.00 3x6= 4x9=4x9= 3x6= I W:508 W:508 R:2658 R:2658 db 303 U: 3&3 co ego SL 000 5-2-11 4-6-5 4-6-5 5-2-11 co TC 'H 4-9-14 9-0-0 15-0-0 21-0-0 25-2-2 30-0-0 H BC -1 -4 15-0-0 21-1-0 0-0-0 30-0-0 ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale: 3/16"=1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plums APPROX. TRUSS WEIGHT: 185.0 LBS Conaeetor plater shall he applied on both faces of truss at each joint Center the Robbins Eng.Co.bean an responsibility for the erection of trusses,field bracing or planes,unless indicated otherwise.No loose knots or wane in plate contact are& permanent truss bracing.Refer to SCSI 1.03 as published by the Truss Plate Auto Snow Loading Designer: Lucas Ahl Splice only when shown.Overall apses assume 4"beanap at each end,unless Instiudc4IS North Lee Street,Suite 312,Alexandria,VA 22314.Penom erec.Wg TC Live 46.2 psf Checker: indicated otherwise.Cutting and fabrication shag be performed on equipment which trusses are cautioned to seek pmksslonal advice concerning proper erection bracing TC Dead 10 s f Reviewer: produces sougfitong joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"domtooing".Can should be taken to prevent damage P Mmber shag not exceed 19%at that of fabrication and this design is not applicable during fabrication,storage,shipping and erection.Top and bottom chords shag be BC Live 0 psf Designed: tare's with fire retardant lumber and same preservative treatments.This design was adequately braced in the absence of sheathing or rigid ceiBrrg,respectively.It it the BC Dead 10 psf Rev No: prepared to mcorda�e wbb"National Deign Specfife..for Wood Construction" responsibility of athen to smertala that the design bade at"I ed no this drawing meet _� -� Trod S,- (APPA),"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead bads imposed by the etrucmre and the live loads imposed Total 66.2 psf Rev Date S. I r � Construction"(ANSI/1'Pl1),and HUD Design Criteria for Trussed Sabers. by the local building code or historical climatic records. Lumber SI 1.15 Run Date: 04/29/08 Plate $I 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: TTISTHERESPONSIBI.ITYOF THE BUILDING DESIGNER TO REVIEW THE TRUSS DESIGN DRAWING&VERIFY `4P tl g: THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN/SPECS AND FAB.TRUSS PLACEMENTDIAGRAM Robbins Engineering,1nc./Onfine Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4/29120DO 10:42:21 AM Page 1 PDF created with pdfFactory trial version www.i)dffactory.com Job:JOB17259 Mark: R6 Quantity: 1 pipe: HIPW Span: 300000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 rPRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MlIXIMUM REACTIONS: Common Truss NOTES: ti ON JOINTS EXCEPT: TOP 0.96 2x 4 SP-SS 0.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.77 2x 4 2100F1.8 TC Cont. 0- 0- 0 30- 0- 0 LBS Ili-SX IN-SX TC V 92 20 0.0 7.0 SARATOGA LUMBER TRADERS A 4.00xl2.00 2.13 0.18 WBS 0.55 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 A 2732 5- 8 5- 7 TC V 92 20 7.0 23.0 Analysis Conforms To: B 5.00x 6.00 CNTR -0.33 PHI 2x 4 SPFS-02 One Continuous Lateral Brace hz - -49 TC V 92 20 23.0 30.0 ANSI/TPI 95 i 02 H 4.00x 6.00 -0.5D CNTR PB2 2x 4 SPFS-#2 G -H I -E D 2732 5- 8 5- 7 BC V 0 20 0.0 30.0 OH Loading I 4.00x 6.00 0.50 CNTR EXCEPTIONS: Attach CLB with (2)-10d nails hz - 49 + 6 Wind Load Case(s) Soffit pelf 2.0 C 5.00x 6.00 CNTR -0.33 T3 2x 4 SP-#1 at ®on each web + 2 Unbal. Load Case(s) Design checked for LL on BC D 4.00x12.00 -2.13 0.18 UPLIFT FOUND AT BEARINGS + 1 UBC Load Case per BOLA (section 1606.2.3), E 4.00x 6.00 -0.50 CNTR TC lb-1.15 Pc=1.10 Ft-1.10 BRG UPLIFT BRG UPLIFT + 1 Dead Load Case IBC/IRC-2003 and FBC 2004 F 8.00x14.00 CNTR 0.50 BC Fb-1.10 Fc=1.10 Ft-1.10 LBS LBS G 4.00x 6.00 0.50 CNTR A 303 D 303 Designtchecked7for�10 el pelf. Design pelf non- concurrent LL on BC. TL Defl -0.79i1 in G -F L/440 Wind Loa" - ANSI / ASCE 7-02 LL Defl -0.5811 in G -F L/605 Truss is designed as a Main Shear /J Grain in B -H 0.71 Wind-Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 pelf BC Dead Load 6.0 pelf Roof Snow Load per ASCE 7-02 Ground Snow Load = 60.0 psf HO 4-1 5x6= 4x6= 4x6- 5x6= HO 4-1 Rain Load = 0.0 pef HH 4 5 H T3 I C HIS 4 Importance Factor 1.00 -�- Thermal Factor 1.10 TC W3 Exposure Factor 1.00 3-7-13 TC Balanced Load Factor 0.77 4x12= Wl W1 4x12- Unbalanced Load Factor 1.50 3-1-7 A W3 W2 D Unbalanced Loads Checked _]- Load Factors as1.50 and 0.00 -L . force 6359 Lbs G �• &:,.: BCL E Max tens. force 6377 Lbs 4x6- 20G-MT2H-8xl4= 4x6= Quality Control Factor 1.00 W:508 SPL W:508 R:2732 R:2732 db 303 U: 3W SL CO 7-7-0 7-7-0 ib TC '� 7-0-0 1 12-4-0 17-8-0 23-0-0 30-0-0 r4i HC 6-10-4 5-0-0 23- -12 30-0- 30-0-0 EXCEPT AS SHOWN ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale: 3/16"=1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plusar APPROX. TRUSS WEIGHT: 168.9 LBS Connector plates shall be applied on both faces of torn at each Joint Center the Robbins Rag.Co.bean no mpooaibility for the emedou of trenee,field bracheg or plates,unless Indicated otherwise.No loose knots or wane b plate$outlet aura. permanent trues breecng.Refer to BCSI 1.83 a published by the I-$Plate Auto Snow Loading Designer: Lucas Ahl SPBce only when shown.Overall$pass assume 4"bondage at each end,unless InsdtuR,218 North Lee Street.Suite 312,Alexandria,VA 2231C Persons erecting TC Live 46.2 psf Checker: Indicated otherwise.Cutting and fabrication shall be performed oo equipment whkh notice are cautioned to seek professional advice coneerdng proper erection bracing TC Dead 10 psf Reviewer: .. produces smgfitl ai iog Jobate d plate.Unless otherwise noted,moisture content of to prevent bppang and"dombmbg".Care should be taken to prevent damage lumber ebaB nut exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,shipping and s mile&Top and bottom chords shall be BC Live 0 pef Designed: for use with Am retardant lumber and some preservative treatments.This design was adequately braced in the absence of sheathing or rigid cellbg,respectively.It is the BC Dead 10 po f Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of othen to ssunalu that the design bads utBlud on this drawing meet m 1 a,_ 1111, National Design Standmd for Metal Plate Connected Wood True or exceed the actual dead ba&Imposed by the structure and the live bads Imposed Total 66.2 psf Rev Date { I Construction"(ANSMI 1),mat HUD Design Criteria for Treated Raffen. by the beat building suds or historical climatic records. Lumber SI 1.15 Run Date: 04/2 9/08 Plate SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: IT S THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THN TRUSS DESIGN DRAWING&VERIFY P 4 THAT DATA INCLUDING DDA AND LOADS CONFORM TO ARCH,PLAN/SPECS AND FAR.TRUSS PLACEMENTDIAGRAM Robbins Engineering,Inc./Online Plus-®199&2008 Version 22.0.011 Engineering Review Drawing 4/29/2008 10:42:22 AM Page 1 PDF created with pdfFactory trial version www.r)dffactory.com Job:JOB17259 Mark: R7 Quantity: 1*2P Type: HIPW Span: 300000 Pl-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 +PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Stepdown Hip NOTES: ., ON JOINTS EXCEPT: TOP 0.98 2x 4 SPFS-#2 O.C. From To JT REACT ACT WID REQ WID Standard Loading Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.70 2x 6 SP-SS TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX Uniform Loads(psf) SARATOGA LUMBER TRADERS A 4.00x 6.00 CNTR 0.42 WBS 0.54 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 A 4207 5- 8 2- 8 TC 76.2@ 0.01 to 76.2@ 5.01 Analysis Conforms To: B 5.00x 6.00 CNTR -0.25 EXCEPTIONS: hz - -35 TC 76.2@ 5.01 to 76.2@ 25.01 ANSI/TPI 95 i 02 I 4.00x 6.00 -1.00 CNTR T3L 2x 4 165OF1.5 D 4206 5- 8 2- 8 TC 76.2@ 25.01 to 76.2@ 30.01 Girder Step Down Hip J 5.00x 8.00 CNTR 0.50 T3R SAME AS T3L hat - 35 BC 10@ 0.01 to 10@ 5.11 Framing King Jacks K 4.00x 6.00 1.00 CNTR BC 59.7@ 5.11 to 59.7@ 24.91 Jack Closed Face C 5.00x 6.00 CNTR -0.25 UPLIFT FOUND AT BEARINGS BC 10@ 24.91 to 10@ 30.01 Setback 5- 0- 0 D 4.00x 6.00 CNTR 0.42 BRG UPLIFT ERG UPLIFT Auto Girder/Snow Loading 2 COMPLETE TRUSSES REQUIRED. E 5.00x 6.00 -0.50 CNTR LBS LBS Total Design Loads Fasten together in staggered #S1 6.00xl2.00W A 505 D 505 plf - Live Dead From To pattern. (1/21, bolts -OR- H 5.00x 6.00 0.50 CNTR TC V 92 20 0.0 5.0 SDS3 screws -OR- SOd nails TL Defl -0.9911 in G -F L/354 TC V 92 20 5.0 25.0 as each layer is applied.) LL Defl -0.73" in G -F L/480 TO V 92 20 25.0 30.0 ----Spacing (In)---- Shear // Grain in B -I 0.40 BC V 0 20 0.0 5.1 Rows Nails Screws Bolts BC V 69 50 5.1 24.9 TC 1 12 24 0 BC V 0 20 24.9 30.0 BC 2 12 24 0 BC V 308 133 5.1 CL-LB WE 1 8 8 BC V 308 133 24.9 CL-LB Web Connection Exception -- * 6 Wind Load Case(s) Use 411 spacing for screws or + 2 Unbal. Load Case(s) nails on the following webs + 1 UBC Load Case H -I K -E + 1 Dead Load Case OH Loading Soffit pef 2.0 Design checked for LL on BC per BOCA (section 1606.2.3), IBC/IRC-2003 and FBC 2004 SPL (section 1607.1), 20.0 paf. Design checked for 10 psf non- _ 4x6= 5x8= 4x6= 5x6 concurrent LL on BC. IRS 4SO -15 B T3L I J K T3L C HIS4Ho 4-1 NOTE: USER MODIFIED PLATES _Tr tes 4x4= TC W2 W4 / W3rq 4x4= sselecteedithrouQgh may ha plate 2-9-13 4x6- Sgl yn 4x6= monitor. 2-5-1 A W3 W4 W2 D Wind Loads - ANSI / ASCE 7-02 _ Truss is designed as a Main �D:133.31 :308.0 B1L G B BlR g;308.0 ® Wind-Force Resistance System. 308 3x6= 3x6= ?D:133.3 Wind Speed: 90 mph W:508 S1 1P:508 Mean Roof Height: 25-0 R:4206 #20G-Mr2H-6xl2= R:4206 Occupancy FacctExposure toor�: 1.00 U: 504 U: 504 Building Type: Enclosed Zone location: Exterior H E TC Dead Load 6.0 pef 00 5x6= 5x6= � Roof Dead Load d Load 6.0 pef per ASCE 7-02 SL m 5-5-0 5-5-0 C>D Ground Snow Load 60.0 pef - 15 Rain Load 0.0 pefTC 1H - _ -0-0 19-10-4 2 -0 30-0-0 -H BC 5 _ _ Importance Factor 1.00 Thermal Factor 1.10 Exposure Factor 1.00 30-0-0 Balanced Load Factor 0.77 EXCEPT AS SHOWN ALL PLATES ARE MT2020, # PLATE SELECTED IN PLATE MONITOR Unbalanced Load Factor 1.50 Unbalanced Loads Checked Load Factors - 1.50 and 0.00 Max camp. force 14370 Lbs Max tens. force 14868 Lbs Quality Control Factor 1.00 REFER TO ROBBINS ERG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Erigineering, Inc./online Plus"' APPROX. TRUSS WEIGHT: 196.1 LBS Scale: 3/1611-11 Cosoeci.r plates Shall be applied o.both faces of trust at each jotut.Cester the Robbins tog.Co.bean on,respom W ibilky for e erection of trusser,Ask!bracing or plater,ablest indicated othewse No loose imoto or wanc is plme...tact aces. permanent truss braclug.Defer to BCS1 1-03 as published by the Truss Plate Standard Loading(Snow) Designer: Lucas Ahl Splice only when shown Overall rpm assume 4"hearings at each end,unless Institute,218 North Lee Street,Suite 312,Atesandris,VA 12314.Persons erecting TC Live 46.2 pef Checker: indicated otherwise.Cutting and fabrication shall be performed or,equipmeat which trusses are cautioned to seek professional advice concerning proper erection bracing - produces en.g-0fitting joints and plates.Unless otherwise mod,moisture content of to prevent toppling and"dominoing".Care should be taken to prevent damage TC Dead 10 psf Reviewer: timber shag not eueed 19%at time.f fabrication and this design Is mt.ppikable during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 paf Designed: far ass with tin retardant lumber and some preservative treatrncets.This design was adegaately breed in the absence of sheathing or rigid ceiling,mspectk dy.It is the BC Dead 10 psf Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of When to saenuis that the design bade atleaed on this drawing meet ' _Av�� ,_ (AF 1"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead bade Imposed by the aroctmre and the live loads Imposed Total 66.2 pef Rev Date: { i� Comtmcton"(ANS1,171 1),and HUD Design Criteria for Trussed!toners. by the bead building code or historical cmmatc records. Lumber SI 1.15 Run Date: 04/2 9/08 Plate SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: ITIS THE RESPONSIBRrrYOF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING&VERIFY p g g: THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCIL PLANISPECS AND FAIL TRUSS PLAC'EMENTDIAGRAM Robbins Engineering,Mc./Online Plus-®19W2008 Version 22.0.011 Engineering Review Drawing 4/29/20M 10:42:23 AM Page 1 PDF created with pdfFactory trial version www.r)dffactory.com Job:JOB17259 Mark: R8 Quantity: 11 Type: MONO Span: 50000 Pl-HI: 5 Left OH: 1- 0- 0 P Right OH: 0 P Page 1 'PRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace trues as follows: MAXIbM REACTIONS: Coleman Truss NOTES: ON JOINTS EXCEPT: TOP 0.59 2x 4 SPFS-#2 0.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.43 2x 4 SPFS-#2 TC Cont. 0- 0- 0 5- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 5.0 SARATOGA LUMBER TRADERS A 2.00x 4.00 -0.00 -0.00 WBS 0.04 2x 4 SPFS-#2 EC Cont. 0- 0- 0 5- 0- 0 A 447 5- 8 1- a BC V 0 20 0.0 5.0 Analysis Conforms To: hz - 38 + 4 Wind Load Case(s) ANSI/TPI 95 6 02 TC Fb-1.15 Fcm1.10 Ft-1.10 C 331 3- 8 1- 8 + 1 UBC Load Case OH Loading BC Fbm1.10 Fc 1.10 Ft-1.10 hz = 78 + 1 Dead Load Case Soffit psf 2.0 Design checked for LL on BC UPLIFT FOUND AT HERRINGS per BOCA (section 1606.2.3), BRG UPLIFT BRG UPLIFT IBC/IRC-2003 and FBC 2004 LISS LBS (section 1607.1), 20.0 pef. A 57 C 58 Design checked for 10 psf non- concurrent LL on BC. TL Defl -0.1011 in A -C L/493 Wind Loads - ANSI / ASCE 7-02 LL Defl -0,0611 in A -C L/785 Truss is designed as a Main Shear // Grain in A -B 0.42 Wind-Force Resistance System. Wind Speed: 90 Uph Mean Roof Height. 25-0 Exposure Category: C 80 2-5-1 Occupancy Factor : 1.00 HO 2-1-4 Building Type: Enclosed Zone location: Exterior 2x411 TC Dead Load 6.0 psf HO 4-1 BC Dead Load 6.0 psf HIS 4 B Roof Snow Load per ASCE 7-02 Ground Snow Load a 60.0 psf Rain Load 0.0 pef rjF Importance Factor 1.00 Thermal Factor 1.10 Exposure Factor 1.00 2-9-13 T1 Balanced Load Factor 0.77 W1 Unbalanced Load Factor 0.00 2-5-1 Max coup. force 246 Lbs 2x4= Max tens. force 68 Lbs A Quality Control Factor 1.0000 C All 2x411 W:508 HGR R: 447 R: 330 U: 57 U: 57 SL 1-1-0 5-5-0 TC 1-0-0 5-0-0 BC 5-0-0 I 0 5-0-0 Dl- ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plum APPROX. TRUSS WEIGHT: 25.4 LES Scale: 1/211-1' Connector pinks shall be applied on both fares of truss at each joint Center the Robbins Eng.Co.bean an responsibility for the erection of trusses,field bracing or plates,unless Indicated otherwise.No loose hunts or wane In plate contact area permanent truss bracing.Refer to SCSI 1.03 as published by the Trues Plate Auto Snow Loading Designer: Lucas Ahl Space only where shown.Overall spans assume 4"bearings at cub end,unless Irettate,219 North Lee Street,Suite 312,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker: indicated otherwise.Cutting and fabrication shall be performed on equipment which trustee an cautioned te seek professional advice coneeraing proper erection bracing produces eangfittlng joint mad plaice.Uakse otherwise noted,maistnre content of to prevent tepp�g and"domiu big".Can should be taken to prevent damage TC Dead 10 psf Reviewer: .. bomber shall ant exceed 19%at time of fabricatiea and this design is not applicable during fabrication,storage,shipping and erection Top and bottom chords shag be BC Live 0 pef Designed: for on with fire retardaat lumber and some preservative treatments.This desip was adequakAy braced In the absence of sheathing or rigid telling,respectively.It is the BC Dead 10 pef Rev No: prepared In accentuate with"National Design Specifications for Wood Construction" responsibility of others to aseertain that the design loads utilized on this drawing meet Total 66.2 sf Rev Date: {f -J �� ,. (AFPA),"National Design Standard for WW Plate Counected Wood Trues or exceed Me actual dead touch imposed by the structure and the live loads imposed P Condructiva"(ANSVTPI1),and HUD Design Criteria for TrussedRdters. by the local building code or historical climatic records. Lumber SI 1.15 Run Date: 04/29/08 Plate SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECfIONCONTRACTOR. Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING a VERIFY g: THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLAN ISPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Mc.)Online Plus-®19W2008 Version 22.0.011 Engineering Review Drawing 4/2912005 10:42:24 AM Page 1 PDF created with pdfFactory trial version www.i)dffactory.com Job:JOB17259 Mark: R9 Quantity: 2 Type: MONO Span: 61106 P1-H1: 3.536 Left OH: 1- 5- 0 P Right OH: 0 P Page 1 vPRECISION QUEENSBURY BRANCH c,• ALL PLATES CENTERED CHI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: King Jack NOTES: ON JOINTS TOP 0.94 2x 4 SPFS-#2 0.C. From To JT REACT ACT WID REQ WID Standard Loading Trusses Manufactured by: BTM 0.56 2x 4 SPFS-#2 TC Cont. 0- 0- 0 6-11- 6 LES IN-SX IN-SX Uniform Loads(psf) SARATOGA LUMBER TRADERS WES 0.04 2x 4 SPFS-#2 BC Cont. 0- 0- 0 6-11- 6 A 295 6- 4 1- 8 TC 20@ 0.0, to 90.8@ 6.9' Analysis Conforms To: hs - -27 BC 0@ 0.0' to 12.6@ 6.9' ANSI/TPI 95 t 02 C 391 3- 8 1- 8 Auto Girder/Snow Loading Girder King Jack his - 61 Total Design Loads Loading TC and BC plf - Live Dead From To Setback 6- 0- 0 UPLIFT FOUND AT HEARINGS TC V 0 0 0.0 ON Loading BEG UPLIFT BRG UPLIFT 116 25 6.9 Soffit psf 2.0 LES LES BC V 0 0 0.0 Design checked for LL on BC A 54 C 60 0 25 6.9 per BOCA (section 1606.2.3), + 5 Wind Load Case(s) IBC/IRC-2003 and FBC 2004 TL Defl -0.25" in A -C L/293 + 1 UBC Load Case (section 1607.1), 20.0 psf. LL Defl -0.15" in A -C L/475 + 1 Dead Load Case Design checked for 10 psf non- Shear // Grain in A -B 0.49 concurrent LL on BC. Use properly rated hangers for loads framing into girder truss. Wind Loads - ANSI / ASCE 7-02 HO 2-4-10 Truss is designed as a Main HE 2-1-0 Wind-Force Resistance System. 2x411 Wind Speed: 90 mph NO 4-1 Mean Roof Height: 25-0 HB 7 B Exposure Category: C Occupancy Factor 1.00 Building Type: Enclosed IT Zone location: Exterior 3.536 TC Dead Load : 6.0 psf HC Dead Load : 6.0 psf 2-9-4 T1 Roof Snow Load per ASCE 7-02 W1 Ground Snow Load - 60.0 pef 2-4-10 Rain Load - 0.0 pef 1 / 2x4= Importance Thermal Factor 1.00 Thermal A Factor 1.10 Exposure Factor 1.00 C Balanced Load Factor .7777 Hl 2x411 Unbalanced Load Factor 0.00 Max comp. force 302 Lbs Max tens. force 81 Lbs Quality Control Factor 1.00 W:604 BGR R: 295 R: 390 U: 54 U: 60 SL 1-5-12 1 7-2-15 TC 1-5-0 6-11-6 BC -11-6 6-11-6 ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SMOOLS SHEET FOR Scale: 1/2"-1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 33.1 LES Connector plater shalt be applied on both faces of truss at each joint Center the Robbins Eog.Co.bears no responsibility for the erection of trusses,field bracing or plates,uokss indicated othemiae.No loose loots or wane in plate contact area. permanent imam bracing.Refer to BCSI 1.03 as;published by the Truss Plate Standard Loading(Snow) Designer: Lucas Ahl Splice only wbere shown. Overall spans nssnme 4"bearings at each end,nokem Institute,218 North Lee Street,Suite 312,Atexaodria,VA 22314.Persona erecting TC Live 46.2 pef Checker: indicated otherwise.Cutting and fabrication shall be perWrmed oo equipment which trusses are cautioned to seek professional advice concerning proper erection besting roducesm -finin TC Dead 10 pef Reviewer: .., . P nag g)otute and plain.Unless etberwise noted,moisture content of o prevent suppling and"dominatug'.Care should be to prevent damage P lumber shall not exceed 19%at time of fabrication and this design is not applicable during fabrication,stanoge,shipping and erection.Top and bottom chords shall be BC Live 0 pef Designed: for use with fire retardant lumber and some presemstive treatments.This design was adequately braced in the absence of sheathing or rigid cell og,respectively.It is the BC Dead 10 psf Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of ath-to ascertain that the design bads atilived on this drawing meet Total 66.2 of Rev Date (AFPA), National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead bads imposed by the puncture and the live loads imposed P Construction"(ANSUTPI 1),and HUD Design Criteria for Trussed Rafters. by the local building code or historical ellmntle records. Lumber SI 1.15 Run Date: 04/29/08 Plate SI 1.15 Version: 22.0.011 FURNISHA COPY OF TEAS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: rrIS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THE TRUSS DESIGN DRAWING&VERIFY g: THATDATA INCLUDING DIM AND LOADS CONFORM TO ARCH.PLANISPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc./Online Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4/29/2008 10:42:25 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com Job:JOB17259 Mark: R10 Quantity: 4 Type: JCA2 Span: 21015 Pl-HI: 5 Left OH: 1- 0- 0 P Right OH: 0 P Page 1 IIPRECISION QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as fellows: MAXIML1M REACTIONS: Common Truss NOTES: r• ON JOINTS EXCEPT: TOP 0.15 2x 4 SPFS-62 0.C. From TO JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.12 2x 4 SPFS-#2 TC Cont. 0- 0- 0 2-10-15 LBS IN-SX IN-SX TC V 92 20 0.0 2.9 SARATOGA LUMBER TRADERS A 2.00x 4.00 -0.00 -0.00 BC Cont. 0- 0- 0 2-10-15 A 300 5- 8 1- 8 SC V 0 20 0.0 2.9 Analysis Conform To: B TC Fb-1.15 Fc-1.10 Ftm1.10 hz - 50 + 4 Wind Load Case(s) ANSI/TPI 95 6 02 C BC Fb_1.10 Fc=1.10 Ft-1.10 B 155 3- 8 1- 8 + 1 UBC Load Case OR Loading C 53 3- 8 1- 8 + 1 Dead Load Case Soffit psf 2.0 Design checked for LL on BC UPLIFT FOUND AT BEARINGS per BOCA (section 1606.2.3), BRG UPLIFT BRG UPLIFT IBC/IRC-2003 and FSC 2004 LES LES (section 1607.1), 20.0 psf. A 32 B 50 Design checked for 10 psf non- concurrent LL on BC. TL Defl -0.01" in A -C L/999 Wind Loads - ANSI / ASCII! 7-02 LL Defl -0.0111 in A -C L/999 Truss is designed as a Main HO 1-6-10 Shear // Grain in A -B 0.20 Wind-Force Resistance System. BB 1-2-13 Wind Speed: 90 ntph ao a-1 HH 4 B Mean Roof Height: 25-0 TT 5 Exposure Category: C Occupancy 1.00 2-16d toenails B Factor :Enclosed q Type: Enclosed Zone location: Exterior 1-11-6 2x4= TB TC Dead Load 6.0 psf 1-6-10 A BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-02 Ground Snow Load - 60.0 psf H1 2-16d toenails Rain Load 0.0 psfImportance Factor 1.00 Thermal Factor 1.10 C Exposure Factor 1.00 Balanced Load Factor 0.77 Unbalanced Load Factor 0.00 Max comp. force 25 Lbs Max tens. force 3 Lbs Quality Control Factor 1.00 For proper installation of toe-nails, refer to the 2001 W:508 National Design Specification R: 300 (NDS) for Wood Construction U: 32 SLI 1-1-0 3-1-14 1 TC 1-0-0 2-10-15 HC 2-10-15 2-10-15 ALL PLATES ARE MT2020 REFER TO ROBBINS EKG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluses APPROX. TRUSS WEIGHT: 13.7 LBS Scale: 1/211m1e Connector plain shall be applied on both faces of cruse at carb joloL Center the Robbins gag.Co.bean an regronsibilby for the erection of trusses,field brachag or plat",unless Indicated otherwise.No loose knots or wane in plate contact area. permanent truss bracing.Refer to BCSI 1.03 ae published by the Truss Plate Auto Snow Loading Designer: Lucas Ahl Splice only where shown.Overall spans assume 4"bearings at each end,unless Institute,218 North L"Street,Sufte 312,Alexaudria,VA 22314.Persons erecting TC Live 46.2 pef Checker: indicated otherwim Cutting and fabrication shag be perfumed on equipment which trusses are cautioned to seek professional advice concerning proper erection bracing .. produces snug-IDdng Jump;and plates.Uokn oth-t.noted,moisture comeot of to pment toppling and"domiooiog".Care ebooN be takes to prevent damage TC Dead 10 psf Reviewer lumber.bag sot exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,sbipphsg and erectkm.Top and bottom chords shall be BC Live 0 psf Designed: for see with fire refardaut lumber and tome preservative treatments.This design was adequately braced in the absence of sheathleg or rigid ceiling,respectively.It is the BC Dead 10 psf Rev No: prepared in accordance with"National Design Specifications for Wood Construction" responsibility of others to ascertain that the design bads utiltaed os ibis drawing meet Ssl -Aff Tradl,a (APPA),"National Design Standard for Metal Connected Wood Truss or exceed the actual dead Wads imposed by the structure and the live bads Imposed Total 66.2 psf Rev Date: + Construction"(ANSUTPI I),and HUD D" Criteria for Trussed Rafters. by the local building code or hisWrical climatic records. Lumber SI 1.15 Rilil Date: 04/29/08 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Plate SI 1.15 Version: 22.0.011 IT 19 THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THE TRUSS DESIGN DRAWING&VERIFY Spacing 24.0 in. Drawing: THAT DATA INCLUDING DIM AND LOADS CONFORM TO ARCH PLANISPECS AND FAB.TRUSS PLACEMENT DIAGRAM Robbins Engineering,Inc./Online Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4/29/2008 10:42:25 AM Page 1 PDF created with pdfFactory trial version www.l)dffactory.com Job:JOB17259 Mark: R11 Quantity: 4 Type: JCA2 Span: 1015 Pl-HI: 5 Left OH: 1- 0- 0 P Right OH: 0 P Page 1 OWRECISION QUEENSBURY BRANCH ' ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXL�S7M REACTIONS: Common Truss NOTES: i+r ON JOINTS EXCEPT: TOP 0.01 2x 4 SPFS-#2 O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.01 2x 4 SPFS-#2 TC Cont. 0- 0- 0 0-10-15 LBS IN-SX IN-SX TC V 92 20 0.0 0.9 SARATOGA LUMBER TRADERS A 2.00x 4.00 -0.00 -0.00 BC Cont. 0- 0- 0 0-10-15 A 172 5- 8 1- 8 BC V 0 20 0.0 0.9 Analysis Conforms To: B TC Fb=1.15 Fc=1.10 Ft=1.10 hm - 14 + 4 Wind Load Case(s) ANSI/TPI 95 S 02 C BC Fbm1.10 PC-1.10 Ft-1.10 B 23 3- 8 1- 8 + 1 UBC Load Case ON Loading C 42 3- 8 1- 8 + 1 Dead Load Case Soffit psf 2.0 Design checked for LL on BC UPLIFT FOUND AT BEARINGS per BOG (section 1606.2.3), BRG UPLIFT BRG UPLIFT IBC/IRC-2003 and FBC 2004 LES LBS (section 1607.1), 20.0 psf. A 24 B 2 Design checked for 10 psf non- C 12 concurrent LL on BC. Wind Loads - ANSI / ASCE 7-02 TL Defl 0.00" in A -C L/999 Truss is designed as a Main LL Defl 0.001, in A -C L/999 Wind-Force Resistance System. HO 4-1 Shear // Grain in B -B 0.05 Wind Speed: 90 mph HIS4 Mean Roof Height: 25-0 Exposure Category: C 5 Occupancy Factor : 1.00 HO 8-10 Building Type: Enclosed HIS 4-13 BC Zone location: Exterior TB TC Dead Load 6.0 paf 2x4= 2-16d toenails BC Dead Load 6.0 psf 1-1-6 A Roof Snow Load per ASCE 7-02 Ground Snow Load - 60.0 psf 8-10 Rain Load 0.0 psf Importance Factor 1.00 1 . ---- -- Thermal Factor 1.10 B1 2-16d toenails Exposure Factor 1.00 -!- Balanced Load Factor 0.77 Unbalanced Load Factor 0.00 Max camp. force 5 Lbs Max tens. force 7 Ibis Quality Control Factor 1.00 For proper installation of W:508 toe-nails, refer to the 2001 National Design Specification R: 172 (NDS) for Wood Construction U: 23 SL 1-1-0 1 11-14 TC 1-0-0 10-15 10-15 ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scala: 3/4"d' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluses APPROX. TRUSS WRIGHT: 5.9 LBS Connector plaice sham be applied on both facet of base at ewb joint Center the Robbins Eog.Co.bean oa responsibility for the erection of Trusses,field bracing or plates,voles-iodinated otherwise.No bee(mots or wane in plate contact area permanent snag bracing.Refer to BCSI 1.03 as published by the Trust PIN$ Auto Snow Loading Designer: Lucas Ahl Splice only where shown OvcrM spoon assume 4"bearings at each red,unless Institute,218 North Lee Street,Suite 312,Atexandrb,VA 22314.Persons esectbg TC Live 46.2 psf Checker: Indicated otherwise.Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek professional advice conserstng proper erection bracing TC Dead 10 of Reviewer produces saug111fing joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"domiootug".Care should he taken to prevent damage P lumber shad not exceed 19%at time of fabrication and this design Is not applicable during fabrication,sterage,$hipping and erection.Top and bottom eburds shag be BC Live 0 paf Designed: B. r on with fire neturdaot Bomber and some preservative treatments.This design was adequas ly braced in the shies:.of sheaddag or rigid telling,respectively.it is the BC Dead 10 pelf Rev No: prepared in accordance with"National Deign SpceBlcatlons for Wood Conservation" responsibility of others to ascertain that the design bads utilized on this drawing meet Total 66.2 e f Rev Date: Saito -J �� (APPA),"National Design Standard for 1Net late Connected Wood Trust or exceed We actual dead bads imposed by the structure and the live bade imposed til _. P + Construction"(ANSUTPI 1),and HUD DesignCriteria for Trained Rafters. b the krcal building code or historical egoistic records. Lumber SI 1.15 Run Date: 04/2 9/08 Plate SI 1.15 Version: 22.0.011 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEW THIS TRUSS DESIGN DRAWING,&VERIFY P g g: THAT DATA INCLUDING DIM AND LOADS CONFORMTO ARCH PLAN/SPECS AND FAB.TRUSS PIACEMRNT DIAGRAM Robbins Engineering,Inc./Online Plus-®1996-2008 Version 22.0.011 Engineering Review Drawing 4/29/2008 10:42:26 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com