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2014-121 ,,fir ` TOWN OF QUEENSBURY Iwo742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140121 Date Issued: Friday, July 18, 2014 This is to certify that work requested to be done as shown by Permit Number P20140121 has been completed. Location: 41 THUNDERBIRD Rd Tax Map Number: 523400-295-013-0001-012-000-0000 Owner: JOSEPH P GROSS Applicant: JOSEPH P GROSS This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, orC, other issues and conditions as a result of approvals by the Planning Board Director of Building SE Code nforce ent or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140121 Application Number: A20140121 Tax Map No: 523400-295-013-0001-012-000-0000 Permission is hereby granted to: JOSEPH P GROSS For property located at: 41 THUNDERBIRD Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JOSEPH P GROSS Garage Detached $40,000.00 27 SILVER Cir Total value QUEENSBURY NY 12804-0000 $40,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-121 GARAGE 1,020 sq ft with unfinished overhead storage & 1/2 bath $153.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,April 24,2015 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Que nsbu �J T'y s t ail24,2014 , SIGNED BY ''" \ for the Town of Queensbury. Director of Building&Code Enforcement va Town of Queensbury Building & Codes • 0 1.5rc BSS \U \t:ecolk 182014 ACCESSORY STRUCTURE APPLICATION x A permit must be obtained before beginning constructionrtril, nG CUE(. For any structure other than residential principal stmcture(house)to include,b t d Fee: not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc-. Site Plan No.: Refer to Informational Brochure No.3 Accessory Structures—Sheds/Fences Date Applicant C W t.J r Tax Map ID Address Zoning Phone Owner -lib 501 P &ro 5s 5 /1 ContractorlAgent O W/,-/E r Address y/ %/I L'MDETb,PO Pr, Address fQ1 criiSeui` y AL l?Y4/ Phone 57$ 3 G/ — &/& D 7 Phone Contact Person for Building&Code Compliance: C7 W N E /` Day Phone: Building Street Address: Subdivision Name: Lot#: Historic Site: Yes No Estimated cost of construction: $ , ,i Od r lo Are there any other accessory structures on property? If yes,please list: Tvpe of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq.ft. 2^"Floor sq.ft. Total sq.ft. Height Boathouse 'Boathouse with Sundeck Deck -Detached Garage(#of cars_) %1saD �f' Dock plus V. gtc{,&4 Pole Barn qr .. S- itteL Porch-Open **Porch-3 season,Covered,Enclosed Shed Other Accessory Structure(s) **Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application ;' 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 142011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statemenVdescription 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. Il have read and agree to the above Print Name: J 65E,P11 P 61-a-s Signature: ///22/41— Date: 2:13-114//1(X /y Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential Fria' In pection Office No. (518)761-8256 Arrive: q'-/X) a ° s� am/pm Date Inspection request received: Inspector's Initials: /, NAME: kr i s S PER r#: LOCATION: y/ 5ho nr4 c- .65 it 1 DA —/'}-/y TYPE OF STRUCTURE: Q r`q m,e J Comments: Yes No N/A_ 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 exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: _ Every Bedroom: _ Outside every bedroom area: Inter Connected: 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.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing furfures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum' "Gypsum Basement stairs closed rise>4 inches Garage Floor Garage fireproofingofng//V.hour fire door/door closer J/ 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 Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:iBuilding&Codes Forms\Building&Codes lnspection Fomis\Residen ial Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 628/08;Revised 12122/10,Revised 04/13/11 • W Queensbury Building & Code Enforcement - Residential al/j, spection Office No. (518) 761-8256 Arrive: = tirer ► " -rt V2tW a Or Date Inspection request received: Inspector's trill- r / NAME: j1 P 'MIT •. 7/a LOCATION: Cf -1" act,r t1 i�rcl D•TE: �r LZ-6 TYPE OF STRUCTURE: 3QA Q1 o -P Comments: Yes No N/A_ 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 V 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 I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight :://) Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: _ Outside every bedroom area: _ Inter Connected: 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.ft.-150 sq.ft vents Bathroom Fans,if no window ✓ Plumbing fixtures Foundation insulation to floor/Sticker on Panel 1 --- taea'p 4ncY E� Fba__ Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft .SEL Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating 4 Low water shut-off boiler J Relief Valve(s)installed/Heat Trap/Water Temp 110li Enclosed Stairs Sheetrock Underside minimum1/2'Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer ,/ Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 50% I 't\ v'— E S r` Final Survey Plot Plan ___--------- Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles / Flex Gas Pipe Bondingij i As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codesllnspection Fomks Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008;Revised 6126/08; Revised 12/22/10,Revised 04/13/11 Rough Plumbing / Insulation Inspection Report as Office No. (518) 761-8256 Date Inspection req f Queensbury Building & Code Enforcement Arrive: t- 742 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. i1f/ NAME: &-PoS S PERMI/ LOCATION: 4// '"'Huyldotnbar'.A INSPEC ON: 5-a /y TYPE OF STRUCTURE: Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes nsulationi Residential Check/Commercial Check 2_1n !( CEf LI>JC Window Sealing Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent —30 c 6 LPtiSr Door/Window Sealed (No Insulation) V R Zt LON. 5 Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 0513 . L,hgts, G✓„ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins ecti n reque ed: Queensbury Building & Code Enforcement Arrive: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,G NAME: .��� PERMIT#:( ft/`/o•,/ LOCATION: (J "-ft l'h tend Qrt ira INSPECT O : 5'aa—1 y TYPE OF STRUCTURE: J0craje J Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes 1-insulation /Residential Check/Commercial Check J Z >3t) Window Sealing Tyvek or Similar Exterior Sealant ` tS' kLEPV 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 Blower Door Test Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 05 13 ew Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: £ r o S PERMIT#: /1—/-4/ LOCATION: y1 1hal)dof birA INSPECT ON: 5=a1-Iy TYPE OF STRUCTURE: rc Ja J J Y N N/A Plumbing under slab Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 11/2 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. for 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I. for for 15 minutes ,,�� Insulation /Residential Check/ Commercial Check V amy- c—A7 Window Sealing / OZ- Tyvek or Similar Exterior Sealant ✓ Proper Vent, Attic Vent / Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape / Blower Door Test !1! Air Sealing COMMENTS: Rough Plumbing_Insulation Inspection_02 0513 Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report ,Inspection request received: Name: GRo.66 Inspected on: —70 - �A Location: '-11 TNU 00ERB I RO D 3E Arrive: at►`are I p.m. Permit No.: I LI— 1 ZI Inspector's Initials: ei, , TYPE OF STRUCTURE: b — AC9 : • .ice U3 Got3o5 ' o• ►�b� .� Qs1 Y N / N/A COMMENTS: , aminge / f -Attic Access 22"x 30"minimum J Jack Studs/Headers / Truss Specification Provided / ✓ Bracing/Bridging J— 7 ( pC) Ft_ppR BR\06\tOG Joist hangers Jack Posts/Main Beams V V Exterior sheeting nailed properly / 12"O.C. Headroom 6 ft.8 in. 17 / --_r c`Rlarj'� `� Stairwells 36 in.or more / V RL\ �� \E� Exterior Deck Bracing CR+JTt tEJaS� Y Headroom 6 ft.8 in. f Notches/Holes/Bearing Walls ✓ Metal Strapping for Notches Top Plate / ��1 \ R 16LEn 1 %z(w) 16 gauge(8) 16D nails each side ✓ V t T Z e)t CA r of Draft stopping 1,000 sq.ft.floor trusses PL�iS '6'-r\b\.0 \1J b t.NN\RA Anchor Bolts 6 ft.or less on center f E `UN{ LO Rb o\C-C Ice and water shield 24 inches from wall 1)3 l UT1ktr-V\E 5 ` L-oC-'A\\v o e separation 1,2,3 hour �1 -/) aire wall 2,3,4 hour ifilestop,ping {�j(IA FC\ �LD tbC.v55E.0 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 Ceiling/wall Windows Habitable Space/Fodrectigs (3D%-)0.5 24 in.(H) Roots V is AlLo€tF -_ �C-e-;M-e\_..�.. 20 in.(W) 1�.� / oT--A_PC� 5.7 sf above/below grade ✓ p L D L 5.0 sf grade W-E-6b F- \ LSV-3 Design Professional Sign-off,if required ✓ Pt&.E RE---Q1--)W-V) 619t3 'TRR'i c51)6‘ 133 R�ER 5bP5 Framing/ Firestopping Inspection Report Septic Inspection Report Office No. (518) 761-8256 Date Inspectionreq Queensbury Building &Code Enforcement Arrive: aa am/Caffr am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: lNO.: 1 LOCATION: LI , -1-1400+1),F03/21) De "SPECT ON: c1 ► f RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+ / - Y_N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] _Y_N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits /// ft. Conforms as per P N Engineer Report d As-Built Y_N 22CE c?-.9 Pcb_c3J b? -VE ETU Maintenance Contract Y N provided \t MM> �X 9V\4� 6 , -; S-\ Location of System on Property: Front r Left Side Right Side Middle Front Middle Rear S stem s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes FormsWopa]lon Forms\Septic Inspection Report_03 2910.doc Foundation Inspection Report l ' ,Dra < Office No.(518)761-8256 Date Inspection ;• iv : Queensbury Building&Code Enforcement Arrive: r•: %y.: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: �cC &tj33. Ori #: LOCATION: 2// fb1nQ{r -'jji,-A INSPECT ON: Af—a /f TYPE OF STRUCTURE: Q raq e J 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 oftheconcrete. s for this purpose on site. o ' Font/Wallpour 1(7/Reinforcement in Place p't-1 Z Footing Dowels or Keyway in place Si" I 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\Inspec ion forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Frick% Noon Foundation Inspection Report Office No.(518)761-8256 Date Ins. - ;on Queensbury Building&Code Enforcement Arrive: 'a ' `( Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's T. 0 NAME: &T v g S PE's #: / 1_ a/ LOCATION: -c1/ TIN f ei Pr'b i r a INSPECT ON: 1- 5-141 TYPE OF STRUCTURE: Crtf65 F. J Comments Y/ N N/A o. .z.rSings 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 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:\8uliding&Codes Forms\Building&Codes\Inspectlon Fortis\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM DEED REFERENCES: TAX PARCEL: 295.13-1-12 THOMAS C. HALL, Ill TO DAVID V. CLARKE SUSAN E. CLARKE DATED: AUGUST 21, 2001 BOOK 1226 PAGE 279 TAX PARCEL: 295.13-1-11 COUNTY OF WARREN TO PETERLEONBRUNO DATED: DECEMBER 7, 1999 BOOK 1166 PAGE 284 MAP REFERENCES: MAP OF THUNDERBIRD ROAD PROPOSED TO BE CONVEYED TO TOWN OF QUEENSBURY BY FREDERICK T. HAYAND OTHERS DATED: MAY 18, 1966 REVISED: AUGUST 16, 1982 BY: COULTER & McCORMACK MAP OF LANDS PROPOSED FOR CONVEYANCE BY FREDERICK T. HAY DATED: AUGUST 29, 1975 BY: COULTER & MCCORMACK LANDS N/F OF CITY OF GLENS FALLS 655/928 LANDS N/F OF DEREK & PAULA SLAYTON 1375/76 N41029'00"W 25.49' I I LANDS N/F OF! CITY OF GLENS FALLS 4021169 l �s PUMP \ t10U5E y N90°oo '00'0, `V11 \ (il II DIFF QIPF t LEGEND: O IPF = IRON PIPE FOUND O CIRF = CAPPED IRON ROD FOUND O CIRS = CAPPED IRON ROD SETITO BE SET ® = WELL 1 co� = UTILITY POLE = CHAIN LINK FENCE !Ce o =IRRIGATION CONTROL BOX (D = UNDERGROUND PROPANE TANK LANDS NiF OF TOTAL AREA e1rY of GLENS FALLS 402/169 PROPOSED TO BE CONSOLIDATED 99,870± SQ. FT, 2.29± ACRES \ TIE LINE a N37049'32"W 63 30' l III 3;'CPP• L 1 1 \ IA190000'001.EI 262.571 r� q W O 'gym N c PART OF TAX PARCEL; 295.13 -}-ft J AREA 53,663! AC Ft. 1.231 ACRES ` AREA OF PROPOSED \ �CONSOLIDATED TAX PARCELS 295.13-1-11 (PART OF) \ & 295.13-1-12 ,a� AREA - �� <.,, 93,81.Oi sq:'"ft• ,.,-,,;s�. «r�� ;. 2.15± acres S85°00'00'E \�\\ 102. 2091.1- - - ----_ 1� G•laf+GEV. � I �� TIE LINE S32056'48"E aK \ 174.31' A Ep i, TAX PARCEL: 295.13-1.12 f•^ '�'(�PUE I AREA -..V, Vlitl p Ih 40, 1471 SQ. FT. 0.92= ACRES C „ <un , \ I PGI -IK O .5_0 w 1 182 © -i 1 LANDS N/F OF TERRY & CONNIE HOWK / 1 881/252 Q) 0 PART OF q TAX PARCEL: 295.13-1-11 W AREA 6,060.18 SQ. FT. 0.14 ACRES �s PUMP \ t10U5E y N90°oo '00'0, `V11 \ (il II DIFF QIPF t LEGEND: O IPF = IRON PIPE FOUND O CIRF = CAPPED IRON ROD FOUND O CIRS = CAPPED IRON ROD SETITO BE SET ® = WELL 1 co� = UTILITY POLE = CHAIN LINK FENCE !Ce o =IRRIGATION CONTROL BOX (D = UNDERGROUND PROPANE TANK LANDS NiF OF TOTAL AREA e1rY of GLENS FALLS 402/169 PROPOSED TO BE CONSOLIDATED 99,870± SQ. FT, 2.29± ACRES \ TIE LINE a N37049'32"W 63 30' l III 3;'CPP• L 1 1 \ IA190000'001.EI 262.571 r� q W O 'gym N c PART OF TAX PARCEL; 295.13 -}-ft J AREA 53,663! AC Ft. 1.231 ACRES ` AREA OF PROPOSED \ �CONSOLIDATED TAX PARCELS 295.13-1-11 (PART OF) \ & 295.13-1-12 ,a� AREA - �� <.,, 93,81.Oi sq:'"ft• ,.,-,,;s�. «r�� ;. 2.15± acres S85°00'00'E \�\\ 102. 2091.1- - - ----_ 1� G•laf+GEV. � I �� TIE LINE S32056'48"E aK \ 174.31' A Ep i, TAX PARCEL: 295.13-1.12 f•^ '�'(�PUE I AREA -..V, Vlitl p Ih 40, 1471 SQ. FT. 0.92= ACRES C „ <un , \ I PGI -IK O .5_0 w 1 182 © -i 1 LANDS N/F OF TERRY & CONNIE HOWK / 1 881/252 i �I11111111111 C o _ U ZO U Vl lO m -m �oujZ � m �s m �$0��~ Tn�d2. � m5420- m . q. v m:.��• 9 3'•c c sm� m $ E m 6 y MO-TICE KRAFT PAPER INSULATION v MUST BE COVERED BY NON-COMBUSTIBLE BARRIER ,.• Q JA i �I11111111111 C f Live Load 0.89 U502 Dead Load -0.33 in in i �?J CMG Total Load 1.02 IN U341 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 Lo 2 1 ldJ �1 + REACTIONS. 0 Live Load 8700 Ili 87000 Ib 1 r• �l (/ny 116,f�.ir • }'' !/ �V C*✓ © Dead Load 41Q4 Ib 4104 Ib Total Load 12804 to 12804 Ib ti+ Beating Length 1.24 in 1.24 in Vl✓!�.! ! I '� f -f l r LID i I, x Unbraced Len th-Top 0 fl 1; STEEL PROPERTY n-�i� ei `)_F^,ti.0 i..��I-..����h��_�--.E��' W12x58 - A992-50 Properties: Fy= 50 ksi Yield Stress: Modulus of Elasticity: E = 29000 ksi \�I/21Sc� Depth: r 12.2 in 0.38 in c _.-5L1 rASC1A _-_ f b 2 _ I'1 — -- r SID" UA 1 Eli - ' \\v 12 x�7S T�CrEL DEQ Q Project Location: Uniformly Loaded Flow Beam 1 Uniformly Loaded Floor Beam 12W91nternational Building Code(A(SC 13th Ed ASD)j A992-50 W 12x58 x 29.0 FT Section Adequate By: 39.5% Controlling Factor: Deflection nFc, Fr:TIONS Center a � M- .. _-, P, 1 c)(JF �/ Live Load 0.89 U502 Dead Load -0.33 in in i �?J CMG Total Load 1.02 IN U341 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 Lo 2 1 ldJ �1 + REACTIONS. 0 Live Load 8700 Ili 87000 Ib r• �l (/ny 116,f�.ir • }'' !/ �V C*✓ © Dead Load 41Q4 Ib 4104 Ib Total Load 12804 to 12804 Ib Beating Length 1.24 in 1.24 in Vl✓!�.! ! I '� f -f l r LID i Span Length 29 ft b 2 _ I'1 — -- r SID" UA 1 Eli - ' \\v 12 x�7S T�CrEL DEQ Q Project Location: Uniformly Loaded Flow Beam 1 Uniformly Loaded Floor Beam 12W91nternational Building Code(A(SC 13th Ed ASD)j A992-50 W 12x58 x 29.0 FT Section Adequate By: 39.5% Controlling Factor: Deflection nFc, Fr:TIONS Center a � M- .. _-, P, 1 c)(JF �/ Live Load 0.89 U502 Dead Load -0.33 in in �?J CMG Total Load 1.02 IN U341 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 Lo 2 1 ldJ �1 + REACTIONS. 0 Live Load 8700 Ili 87000 Ib r• �l (/ny 116,f�.ir • }'' !/ �V C*✓ © Dead Load 41Q4 Ib 4104 Ib Total Load 12804 to 12804 Ib Beating Length 1.24 in 1.24 in Vl✓!�.! ! I '� f -f l r LID BEAM D—ATn mar Span Length 29 ft Unbraced Len th-Top 0 fl r•r-� T�� S_ �t I 1 t�Gt. V_Cl,h: L.. STEEL PROPERTY n-�i� ei `)_F^,ti.0 i..��I-..����h��_�--.E��' W12x58 - A992-50 Properties: Fy= 50 ksi Yield Stress: Modulus of Elasticity: E = 29000 ksi \�I/21Sc� Depth: d= 12.2 in 0.38 in c _.-5L1 rASC1A _-_ Web Thickness: t= tif 10 in 6C r' F I 1 Flange Width: Flange Thickness: tt= 0.84 in 1.24 in V }^•..�T Distance to Web Toe of Fillet; k = - in4 Moment of Inertia About X -X Axis: lx= .475 ('� —•,..'.2K (D t iru 05 (—,a " 0 , (z Section Modulus About X -X Axis: Sx = 78 in3 . Plastic Section Modulus About X -X Axis: Zx = 86.4 in3 Design Properties per RISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR 7.81 Allowable Flange Buckling Ratio: AFBR = 9.15 27 Web Buckling Ratio: WBR= Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb = 0 R n -- Limiting Unbraced Length - 7/i la or lateral -torsional buckling: Lp = 8.87 ft --� tl I�Q L gyp% Nominal Flexural Strength w/ safety factor: Mn = 215569 ft -Ib _ -•r--•^ Controlling Equation: F2-1 '.I W. L ..H ti _ /` yr' } i`�� cam} (f+-}. —._. Web height to Slickness ratio: h/tw = 27 / s , ' „ J Limiting height to thickness ratio for eqn. G2-2: h/tw-limit = 53.95 C�/ I Cv Factor. LkCEC7 "1EET . QCK r} �c � _ w .. / G..y. -Cv T%'C:.:,#-rte. SIL 1 Controlling Equation. G2-2 Q /�------ --r-- - - Nominal Shear Strength w/ safety factor. Vn = 87840 Ib I j Controlling Moment: 92825 ft -Ib Y _ f, j 14.5 ft from left support 1Created by combining all dead and live loads. P •I CDURSO Controlling Shear: -128G4 lb t-CC.r ��'rL Al support. d.. , I Created by combining all dead and live bads. r - - " ' '""-- I-''• I f ' - •.' ,/ I ..� . E� V �� - r rl_ !- _-..._t���-j�{C- b_/ni om1. L• ..L�, (- !tV_' ..lC._.[lh„.+] i`:G... ____ _t..�_J Comparisonswith required sections: getl Provided Moment of inertia (deflection): Moment82825 f1 -b 219 ft -lb x t ` E f KL C0kCE�. Shea12804 lb 8750 lb TM3JGr'C, i woo Its --I , _— A s,,p4 Side Side Flow Live Load FILL = 40 psf 40 psf , Floor Dead Load FDL = 15 psf 15 psf qi� i b ] 1 Floor Tributary Width FTW = 7.5 ft 7.5 ft Wall Load WALL = 0 pS ,I onrnal(�(t 6EAfA LOADING • ' Beam Total Live Load: wL = 600 pif 56 ` Beam Total Dead Load: wD = 225 pit Beam Self Weight: BSW58 pff Total Maximum Load: wT = = 883 pS v' n« 4 l w nl aa`1 � ' 1 ;�yA M1la7 +y a OW-RO SJ I r , . Pc2G•I c�. � t '- F LONG Z�LL L E T."�<<�lDtGL HST= n I QT -- QPM' CC)b C_ I Te, I , L�irR�I�tEll .:C✓iC-,5r l]NDEF� - UcL:c ;= .�C I lt2RNG \V4j_� I ! , I L�a�[LC�_ 2�_u2�x I2 � � � � ,. Li N bC� mil i I � ' CON Cnr �r f a N ao (/�� u _ I ] _�_._. , If -r / 0 a .jam f: (�o�'�.� _ � I � ' .. _ � � I 2 >�_u R , - I , MIL POLY VAf� K- _ I/L I; T Q. 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