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2003-603
TOWN OF, QUEENSBURY 742 Bay Road,Queensburp,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CELV.TLI.FI%.ril'ITLEOFO,CCUPANCY , Permit Number: P20030603 Date Issued: Friday, May 20,2005 This is to certify.that work requested to be done as shown by Permit Number P20030603 has been completed, Tax Map Number: 523400-296-012-0001.027-001,0000 Location: NORTHBROOK GARDEN APARTMENST BUILDING A Owner: NORTHBROOK APAR.MNTS,LLC Applicant: SCHEMRHORN This structure may be occupied as a: Apartments By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occu ant DOES NOT relieve the p y property owner of the responsibility for compliance with Site Plan, Variance;or other issues land conditions as a result of approvals by,the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN,OF QUEENSBURY 742 Bay Road,Queensbury.,NY•12864-5902 (518)761-8201 r Community Development Building&Codes (518) 761=8256. , BUILDING PERMIT Permit Number: P20030603 Application.Number; A20030603 Tax Map No: 523400-296-012-0001-027-001-0000 Permission is hereby granted to: . SCHERMERHORN.' For property located at: 3 FINCH Way , 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. Tyne of Construction Value .Owner Address: NORTHBROOK APARTMENTS, L 536 BAY Rd Suite 2 Apartments $185,000.00. QUEENSBUR.Y,NY 12804-0000 Total Value- $iSS004.00 Contractor or Builder's Name/Address Electrical Inspection Agency SCHERN1ERHORN COMM. HOLDINGS, COMMONWEALTH ELECTRICAL I 536 BAY Rd Suite 2 QUEENSBURY, NY 12804-0000 Plans&Specifications - BP 2003-603 . Northbrook Garden'Apartments,Building A Road name through development: Mallard Drive, (this,development is off of Meadowbrook Road) This is the main tax map number before parcel split: 296.12-1-24 Construction of an 8-unit apartment building as per plot plan and specifications. $1,0644.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, October 08, 2004 (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 Queensbury; . Wednesday, October 08, 2003 SIGNED BY for the Town of Queensbury. I)ireetor of Building&Code Enforcement { Building Per MO111 ppl cation�lSU3--�d Town of Queensbury-Dept of Community;Develapment,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No Z3-& t 4 No inspection will be made until applieanf has received a, Fee Paid i $ 6 valid building permit. All applicants' spaces•on this Rec.Fee Paid $ �� GYs zQ application must be completed and must a ear on the ' PP P PP Reviewed By: 7'��•r�r application form OF O� E�S�11RY . MP4eC3 COD` Applicant: C-�.l�C.�.tYl# �11 '11 ► Owner: Address: _1G✓1' 0100irg C~r-- Addresot �t�► ->t2�t�lt.�f Ply :17.sxt�1 Phone#(SQ,) - Phone- Property Location: Lot Number: / House Number aE. / Y Subdivisi T _ Map NUM R- APT-S.. b �( New Bui" g: residence t commercial;. Estimated Market Value of Construction: $ ❑ Addition: residence t commercial , If an Addition,what will use of new addition be? O Alteration: residence/ commercial ❑ No change to exterior size: residence t com'1 ) ❑ Other work(describe 7, Check Oeeupancylnformation V Floor 2" Floor: Other floor Total Below sq.ft. sq.ft.,,.' sq.ft. Square Feet ❑ Single family dwelling ❑ Two,family dwelling ❑ Townhouse Multifamily dwelling #of units_je>_ ❑ Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage f ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure _feet _ "►9 inches Will any second-hand or ungraded lumber be used? If so,for what? ISO Type of Pleating System: electric/ oil / wood forcedr hot air 'baseboard/other: Number of Fdreyimces to be installed Number of Woodstoves:to be installed List below the person(s)responsible for supervision of work as regards to building codes:` Name Address Phone Number Builder �gQ�- 0614- Plumber '292 -'opal Mason ► 1.E3 ," ?loll- 14RRZ Electrician 2l00="14r�A. , Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all;proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall , submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an its Built�Survey by a licensed surveyor;drawn to scale,showing actual location of all new ors Signature: . owner,owner's agent,architect,contractor ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY ' 9000.HEATING DEGREE DAYS AUG Compliance Methods:Part 5 -Acceptable Practice Method 1&2 Family Dwellings v P QUS Part 6*-Thermal Rating—Component trade Offs 1&2 Family DweA�r ANC)�SBl1G�Y Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance, Commercial Buildings=Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- '""7�p square feet Type-of heat Electnc Oxl Y -0ther . .. ... _....- ::'�.-....,...». t .:.... _. ;.._...,. _......._.. .- _ .S. »S_ — ....— _ice bwlding=rnechanicaliy cooled?, yes - -No - --Percentao_ f area of windows_anzl doors ®ver 17% - S. -- R=VALUES FOIL IMULATION-GIVEN BELOW-MUST CORRESPOND TO R VALUES-AS-, SHtWN QI�1.1'VANS SUBMITTED:: - -.- R- - b. Exterior walls R C. Glazed areas R—;5' d. Exterior doors R —3 Ct+ }r►� e. Floors over unheated spaces R. N/p £ Edge of slab on grade(heated building) R —10 g. Basement/cellar walls(above grade) R r p h. Basement/cellar walls(below grade) R tJ A i. Heating/cooling-ducts-piping in unheated space R R14 6. Service(domestic)hot water heating device / Conforms to minimum efficiency per code Y Yes No . TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Ap is t' S n ure Date Phone Number INSPECTOR'S REMARKS: - i BLDG. PERMIT.NO. 2003-603 APPLICATION'FOR A TEMPORARY)CERTIFICATE OF OCCUPANCY -A TEMPORARY CERTIFICATE"OF OCCUPANCY is hereby requested for the property located at-- Mattand A i.ve Buitding A for the following uses:'ApaAtinent . November 19, 200 DATE SIP ATURE O APPLICANT , TEMPORARY CERTIFICATE OF OCCUPANCY ' The TEMPORARY CERTIFICATE.OF OCCUPANCY is hereby. WArPROVED ; ( )DISAPPROVED with the'following conditions: Cext-i6iccate ,o6 Occupancy to be izzued upon com�te.ii.on 'o6t 1) Finat Site Pta n I u pect oYi. 2) Pinat Surcvey 3) P.uAe. 4Ai.nkten: System 1Jayani ati.on 6nam a. 2. TEMPORARY CERTIFICATE OF. OC UPANC E: ( )$1 .00 DEPOSIT: (. 4100.00- received on Novwabek 191P 200.4 Date of Issuance . Director of Bldg.•& ode forceme;nt THIS TEMPORARY CERTIFICATE .OF OCCUPANCY- EXPIRES 1,80 DAYS FROM THE DATE OF ISSUANCE. . NOTE: This Certificate is NOT 'VALID.unless signed by the Director of Bldg. & Code : 'Enforcement or his designee.. Foundation Inspection Report Office No. (518)761-8256 Date Inspectionrequ st ece e Queensbury Building&Code Enforcement Arrive: v a Dopart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: P IT#: Z(Y)3- 603 LOCATION: N 1, -Na \0,,CJ SPECT ON: TYPE OF STRUCTURE: Comments Y -N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for'48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 'nches above footing mil of for wet areas under slab Aackfill Approval Plumbing Under Slab PVC/Cast Copper oundation Insulatioronterio j�l Exterior Rough Grade 6 inch drop within 10 ft. LASucHerningway\Building.Codes.Inspection,FORMSToundation Inspection Report.doc January 28,2003 _ � il�:�� WAT pq 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 November 19, 2004 Job#47357 Mr. David Hatin VIA FAX—745-4437 Town of Queensbury RECEIVED 754 Bay Road Queensbury,NY 12804 NOV 19 2004 Re: Schermerhom-Northbrook Apartments TOWN OFQUEENSBURY BUILDING AND CODE Gentlemen: This is to inform you that I have inspected the construction of the sewage collection and pumping system for the Northbrook Apartment project on Meadowbrook Road. The system as constructed conforms with the approved plans and specifications. This morning I witnessed testing of the sewer pump station and pump control system. This system is now properly functioning and can be placed in service. S* cerely, Thomas W.Nace, P.E. cc: Rich Schermerhorn—fax 743-9653 Multiple Dwelling, Hotel;Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st ec ed- ,jece, W,, am//pm Queensbury Building&Code Enforcement Arrive: a . pm Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: C) DATE: � ,-qz'-- COMMENTS: Y N NA C- Chimney Height/"B"Vent[Direct Vent Location i 0 V:!�o Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 611 In 101 Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks Porches Exterior Handrails,Balconies,Landing 3011 Or More z Interior Handrails Balconies/Landing 30"Or More Interior Handrails Stairs 1 or More Risers Guardrails 42",Banisters 4"Minimum Spacing Vestibules For Exit Doors>3000 sq. ft. tA (6TFWE Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door 3/4, 1 V2,2 Hour Handicapped Accessibility/Handicapped Parkin g/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 1811 Above Grade I/A Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace/Hot Water Heater Operating/Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp C/O or Permanent CO [circle one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PaxnW\Bui1ding&Codes\MULTIPLE DWELLING.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ERMIT#: LOCATION: Mc, INSPECT ON: TI TYPE OF STRUCTURE: Comments Y t N N/A /Footings o'. JL-i Piers Monolithic Slab ey Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SucHeniingway\Building.Codes.hispection.FORMS\Foundation Inspection Report.doc January 28,2003 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: $ am/pm ; �mA- Date Inspection request received: Inspector's Initia s: NAME: Z n., IT#: c=�03— (on' LOCATION: C3�- ATE: ' TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake ���� P t✓� —� �� ��� 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete a Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers �TC � Enclosed Stairs Sheetrock Underside minimum ''/z" ���1 Lys Gypsum g -ate �� b k\ Grade awayft from foundation 6 in.with 10 . Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off ex osed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ( -� Low water shut-off boiler �a0 Relief Valves installed/Heat Trap/Water Temp 110 - 10 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: J Outside every bedroom area: v- ol�4 led f Inter Connected: / Battery backup: y Carbon Monoxide Detector JJ Vi%Ar1Bathroom Fans, if.no window C k(�` "e4"' se- �� Plumbing fixtures Foundation insulation 'Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s .ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required [� Final SurveyJ Plot Plan l J/'ve As Built Septic System/Sewer Dept.Inspection Sticker / Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection FormslRes. Final Inso.form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main office 176 Doe Run Road - Manheim, ?A 17545 MUNICIPAL CERTIFICATE a ELECTRICAL APPROVAL PerInit Not••11•#•tii••1!•ri•r•H•••ip1.1•r.r••r• ;•/ fit, Cut-in Card No,011022 •i.•nar.au••••.••iiuf••/•ar..� ��*�■+�Nifitlt#11# #f {HRR#If#N#1##Ilhi/fH#r#M#r## ##N11#f#riRl►►#11#freff•.ofrfff•erf/f•t•ftuwfrri•iftf#1!#/Nrti.►►iiifll•#tt1##ttl►#f#INtt•Rr#ftt►####r#!tl Locationmm, I mAmmmm #6#04 lom#6006161 664 161PI601440####!#a/#####!#rr##r#►t1u#rlel#.tfre ow0flitoo•# •f.ffff#trf►ffe►•fff#I /j nql�] 64 InstallationConsisting of soft ••f•rf►f•• iRf•w•e tff•• •• R fl# •f ir• rti #11•##elt•fRrl.eu#lari(tirf t.f tt•I..to##tr#Rolf###to e!1 fIR•ffe/.r•« # }•f fll tots f •••fonfffef••t It fr••t tw f trot• ••tto iltioi e i 11#i { r f• lefr 11e11e to else ff •etmooeofrf / /iietf arooi!•f•t� 6 1910411ll# !f#t111N N III oil feli•••#H#f#•#IN#r#!f►ffrr#hHrl H#ef►f e►firf•!••trrRi•• •iiutullr•i#fN #il►!t•f.# f#INle ii###ile ••#t1111H/##t#fl••itNttll#N/N#r#/ Installed By,,,,,,#,,,, rlic, iff{fsfflf !ff f pMotf rfofift•fi ff Iffllfll/lrlli•##i#H R►afu Rrtfl iiforifffif•er{oo{fffi••it{oNrfitf•ioolffliitor# The conditions following governed tlIe issuance of this certificate, and any certificate previously issue is cancelled: - This certificate only covers the electrical equipment and installation conditions as of date, Upon the introduction of additional equipment or alterations; application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak' g nspections at any time, and if its rules are violated, the Company shall have the rig t r vok ttifi tel t Date,,,, iii •}iti It 1•##.in IRt#r/1/rtr#IR#u{R I �+ ++ } rfit###tt# t.f#aiRl#f#1.#•t{rrrtMetRrf.ta.•ff!{.tnf•feluttaRf{tttuuft.#uirffai Member N#F P"#A#,LALL ` Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection request received: Queensbury Building&Code Enforcement Arrive: 100; am/pm Depart: am/pm 742 Bay Road, ueensbury,NY 12804 Inspector's Initials: NAME: Ot , , PM4IT#: LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure l hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parkin Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.BeyondV Active Listening System and Signage Assembly Space Final Electrical �'� / J, Site Plan/Variance required 0,; Final Survey,New Structure/Flood Plain certification,if reg. r� As-built Septic System Layout Required or On File " BuildingNumber or Tenant Address on Buildingor Driveway �jf�- Cz�G Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20 wide Okay To To Issue Temp. or Permanent C/O Okay To Issue C/C Last 2003 9:27 AML:6 printed 3f \ �Pam.W\Buildin &Codes\Commercial Final Inspection Report.doc p / i TOWN OF,QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: <l'if�260 063�3' From: MJ Palmer Date: 8/4/2004 Re: Northbrook Garden Apts DFM walk through of three buildings on 8/3/04.Point of interest was the sprinkler system.Follow up on the following items: A} completion of sprinkler riser piping in all buildings B} proper FDC connection at each building Q speak with Rich Schermerhorn regarding access to rooms.at end of each building where risers and electric disconnects will be located. D) Sprinkler piping in place,no heads at this time. TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection qu re 1 d: Inspection reque re iv a p P, Queensbury Building&Code Enforcement Arrive: — P part: it 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERMIr T#: LOCATION: L-A INSPECT ON: _—T TYPE OF STRUCTURE: Framing Y / N N/A COMMENTS Jack Studs Headers Bracing Bridging Joist hangers 6 �30\-!Z)N Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 2(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 snow 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 1/2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade L:\StieHcmingway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doc January 28,2003 RUCINSKI HALL ARCHITECTURE Ronald Richard RUcinski Ethan Peter Hall C.` 627 Maple Avenue `. Saratoga Springs NY 12866 Voice 518 5801905 Fax 518,584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: David Hatin From: Ethan Hall Date: 20 May; 2004 Re:. Building N &# r orthbrook Apartment Complex—Schermerhorn Construction I have reviewed the installation of the.shear wall hold downs for the referenced project.:These items appear to be installed in conformance'with the'design drawings. •To the best of my. knowledge and belief these items are acceptable. If there are any questions please contact our office.`, Regards, Ethan L s • Xc: Rich Schermerhorn--Schermerhorn Construction CAACAD\Schermerhom\North Brook ApartmentsTaperworMSpecial Inspection Report 20 May 2004.doc Framing / Firestoppihg Inspection Report Office No. (518) 761-8256 Date Inspection reques cei 7 AO 5 arn- Queensbury Building&Code Enforcement Arrive:AL2- n t: a !�5a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: LU PERMIT#: A603- 603 LOCATION: -f,nL INSPECT ON: TYPE OF STR UCT JCT Uh 01A&UM-t Y N N/A Framing COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.lnspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing 1 Insula' tion Inspection Report Office No. (5 18)761-825 6 Date Inspection request recei d* Queensbury Building&Code Enforcement Ar�iive:\-\ek e a Ins, am/ 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: I i T! (0 NAME: PERMIT #: LOCATION: INSPECT ON: OF STRTICTURE: j Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drai and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial 966-per,CPVC,Pex One and Two-Family 4fi-sulation/Residential Check/ Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation keport.doc November 17,2003 Rough Plum.bin - / Insulation Inspection Report 1� r Office No. (S 18)761-8256 Date Inspection request ei Queensbury Building&Code Enforcement Arrive: p D art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia c • NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: tx r Y7Z N N/A PVC: R-1,R-2,R 3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plu ent/Vents in Place Itofigh Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min'. .Head or Air Supply Test . Drain and Vents S PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply,Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Famil Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 47 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request vedj. Queensbury Building&Code Enforcement Arrive: '- In 742 Bay Road,Queensbury,NY 12804 Inspector's Ini *a s. NAME: V-N PERMIT#: 03 (003 LOCATION: INSPECT ON: In aQ, TYPE OF STRUCTURE: Y N—'N/A COMMENTS ining Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls V/ Metal Strapping for Notches Top Plate 1 V2(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 snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2 3,4 hour F' opping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Repo Office No. (518) 761-8256 Date Inspection r ue c ved: M Queensbury Building&Code Enforcement Arrive: m/p Depart: .oe Inspection K r Re po po )n fue ve' m/p Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initi MI NAME: _�/-D CA C—_P&A E�"V V__) tcn--� W ( � IN PERMIT#: LOCATION: jBW P, A INSPECT ON: Lo Z7,__(,,q TYPE OF STRUCTURE: Framing N N/A COMMENTS Framing g Jackc t ack Studs/Headers S u r 0 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(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 snow 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 V2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade LAS ue Herningway\13 ui Id in&Codes.Inspection.FOIWS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: epart* am/pm, 742 Bay Road, QueensbuM NY 12804 Inspector's Initials: NAME: PERMIT #: 903 LOCATION: INSPECT ON: 00� TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain 1 Vents Cast Iron, Copper Drain/Vent I Comm. Ptgalbing Vent/Vents in Place �Rough_rlumbing/Nail Plates I % inch nun.'Drain Size Was Machine Drain 2 inch min. .�e�fd-or Air Supply Test -7braftfslidVents- 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work'sealed properly/No duct tape COMMENTS: L:\SueHemingway\]3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November]7,2003 Framing/Firestopping Inspection eport Office No. (518)761=8256 Date Ins ection3equ ceived: Queensbury Building&Code Enforcement Arrive: '-�, a In p a7 a p 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: p - - NAME: lr� '�- PERMIT#: � LOCATION: I'f/ + INSPECT ON: 6 " TYPE OF STRUCTURE: Y, N :N/A CON AMNTS raining N V I Jack Studs/Headers Bracing l Bridging Joist hangers . T-9 Jack Posts/Main Beams Exterior sheeting nailed properly 12"Q.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes!Bearing Walls MetalStrapping )appgauge g ga{Notches Top Plate 1 %z w 16 au e 8 16D nails each side Draft stopping 1;000 sq.ft, floor trussesa }., Anchor Bolts 6 ft,-or less on center Ice and snow shield 24 inches from wall t `` Fire separation 1,2,3 hour Fire wall-2,3,4.hour Firestopping . _ ' Penetration sealed ✓ 16 inch insulation in cavity min. Garage Fire Separation -_ Tg)��L�, House side %a inch or 5/8 inch Type X �, ( Garage side 5/8 inch Type X. G l Ceiling/wall � �OU Windows Habitable Space/Bedrooms 24 in. (H) • - CV�`` 20 in. (W) 5.7 sf above/below grade ` 5.0 sf grade ` 4 ).� ` L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req re I d: 6 �4 Queensbury Building&Code Enforcement Arrive: ,' D pa 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: 41 NAME: PERMIT— ------— LOCATION: INSPECT ON: �4 TYPE OF STRUCTURE: ti Ina, Y N—'N/A COMMENTS Framing 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center PX V ",I snows 7 24 'nches from wall Fire separation-t-�Iour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. " l� 5 ' Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24-in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\FramingFirestopping Inspection Report.doo January 28,2003 Framing/Firestopping Inspection Report .Office No. (518)761-8256 Date Inspection request received: l T Queensbury Building&Code Enforcement Arrive: am/ epa ' am1 In. 742 Bay Road,Queensbury,NY 12804 Inspector's Initials NAME: �t�/ ,vr-�,, PERMIT#: LOCATION: v,� INSPECT ON: TYPE OF STRUCTURE: t Y N N/A COMMENTSFraming � � . �, � � { Jack Studs/Headers / Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.G. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anc ft. or less on center Ice+a9jj &w 9ht; d ches 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 %Z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Tnspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: iA Queensbuiy Building&Code Enforcement Arrive: am/pm Depart: !�i 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: C/K&kk&9 KOR A) PERMIT#: © 0,3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A F otings Monolithic Slab Reinforcement in Place The contractor is responsible for j providing protection from freezing ,tj for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place f Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper Foundatio .Insulati Inferio /Exterior Rough Grade 6 inch.drop within 10 ft. L,\SueHemingwaylBuilding.Codes.Inspection.PORMS\Foundation Inspection Report.doc January 28,2003 / I Foundation Inspection Report Office No.(5 18)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Aftive: am/p ram/pmn ip 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -�epart:/ NAME: r PERMIT#: r (0 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A �onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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, LASucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Foundation Inspection Report ^� f Office No. (5IS)761-8256 Date Inspection request received: _ C1 Queensbury Building&Code Enforcement Arrive: am/ Depart: amlprn 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ��f �/ �`-�--- PERMIT#: C trill LOCATION: ,, It INSPECT ON: �� c,,G TYPE OF STRUCTURE: I -rc� mments 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 f Foundation Dampproofing ' Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval P.lutiing:Urrder S1aU_. _ __. PVC Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I ASueHemingway\Buitding. odes.Inspection_YORMS1Foundation nspection Report.doc January 28,2003 O Job Site Address; iftwk 6tow- goo We: . 0 o 016er. Application No. File No. WDOW SCMDULE c?.•`•:..'- USS `4;fiF:+G {c� �'�� .:.^s:e'-f• 'k& •';°5.`r�.:a",',.....:;.'w.'r. Window MMmdow M%. Widow Unit or Kti �lcar. Special Harriware or Nonkcror Name Model Stock �( q y:F: ;;`G IEs tent.l z' gib '.L1c r,. eniag {}peningffeigl� Insinklions Ldteran gas ��. .�., .>.f. •,.:�3,�P OrTypc PlumberPart;= ithl'n •lncltes p1mi C91 Sig :I.�ghtn•;�E;, ices oil 1-154.0 41,k 0'" MW WIAPO � 'iV60 ��2 2'0'` �102`, •16 mi ul I1,/6" , 14 i�N1N11t+1g0lR� . 'its � a� t-Z' 1•Z� 5'1I �,'� ��+', W4 14`0,4 1W 2A 1100, AV 5130 41* 410s 111 Ir it, 1� . TIE LINE HAS EXAMPLES OF SAMPLE ENTRIES ' .,� �A�• '' Andersi?n"-_:,;=, 'tiii�irie_� ;.�fl6Z-:�a,.��tt3r. .4����" '15.x0 �`.��. :'itlllt�.. 7;?•7dt; -y:?�9�12?''�' :Tcn�pErcd • ,i.'. "� ..'1"'y`,#�yiY•.:'>� :.; Glaitn d Q N N rl ' co L:�SaeHennn�way�Bmldirl.FORMSl1P�ndOw Scite�lr.dac O DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECG) Reviewer: Publication Date: . May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain 'BC-1603.1.6 285 3 Separated-or Non-Separated 8C-302.3 18 Occupancies* 4 Occupancy BC-302 17 "Z 5 Type of Construction BC-Table 601 81 73 6 No. of Sleeping Units/Level BC=202 14& t rNo. of Units—Total 31 41 `� No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Ally— Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 ��� `�/2- Maximum Stories BC-Table 503 72 Mezzanines 'B-C-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 -Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 �. 11. Frontage & Sprinkler Credits Area Modifications (ca/c.) BC-506 74 !J/_ Height Modifications BC-504 73 12. Haight&Area Summary., Ht/Ar a Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 Q(150' rule) 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 >/U �- 2S Parapets BC-704.11 88 - !� Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table-1406.2 261 04 Combustible * Distance separations are doubled if fire fighting water is,not available (FC-508A.3). NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 A Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC7707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 t. Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 Min'. Ceiling Height BC-1207.2 251 r to, to 17 Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits Occupancy Load BC Table 1003.2.2.2 201 C4 One Exit Permitted BC Tablel 005.2.2 224 Stair Enclosure BC-1 005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1.004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (cald.) BC-Table 1008.2.3 202 Corridor,Wall Fire Rating* BC-Tablel 004.3.2.1 222 Corridor Dead End BC-1 004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1 003.3.1.2 208 Panic Hardware BC-1 003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 7 / Tread BC-1 003.3.3.3 213 Width BC-1 003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 C, 6,, 1-77�2 b( 16D3 Y JAM Page 3 of 10 No Topic Code Page Required Actual Section . No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof(calc.). ASCE.7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295' . Floor Loading BC Table 1607.1 '291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows . Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 � 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. . Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2A 1 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route _ BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1`107.6.1.1 241 #of Dwelling Units - BC-1107.6.2 241 Toilet Facilities BC-1169.2 244 Service Counters BC-1109.12.3 . 246 Areas of Refuge BC-1003.2.13.5- 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS. BC-1704 379 Notes: 44 Isls`F-�`t dCi.(t us i� �er JAM lU[k (et hsfl4 f 1 j /ro f 1jAC�d� Page 4 of 10 •e , No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst.- FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 ,85 29. Plumbing Code Fixture Count PC-Table 403.1 21 Water Supl2ly Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 t_ Pipe Material. PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 '41 Sprinkler System 'PC-608.16.4 44 Lawn Irrigation. PC-608:16.5 44 Pipe Freezing Ft-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709:1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: ��h� C ,` JAM Page 5 of 10 No. Topic- Code Page f Requited Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 . Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 SW. 33 Kitchen,Exhaust =M 506 : 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 � Chimney Termination MC=Table 511.2 41 Air Plenums -MC=602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def.. . MC-202 5 31.. Fuel Gas Code Appliance location FGC-303 18 Combustion Air FGC-304 19 Clearance to.Combust. .FGC-Table 308.2 25 - Pipe Material - FGC-403 46 Shut Off Valves FGC-409 .53. Chimney Termination FGC-Fig. 503.5.4 63 V Gas Vent Termination FGC-Fig. 503.6.E 65 Exit Terminal Location FGC-503.8- 68 Clothes-Dryer Exhaust FGC-613 96 ,Unvented Roam Heaters FGC-620 99 32. - Energy Code Prescriptive�Method ECCC-Table 6.02.1(1) 50 High7russ Credit ECCC 602.1.2 51 Pipe Insulation—Heating ECCC-Table 503:3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3; 45 O/V Pipe Insulation—Hot,Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW,. 1 Area Increase Based Upon Frontage And Sprinkler Increase. FrontagbAncrease: If= 1 00(F/P-0.25)V= Answer in % 30 Note: If= 75%when 4sides accessible &water available Allowable Area: A.=kbie+ (AA.W.-K-If +L&I.x Ij=Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit)x (Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70) (ASCE =American Society of Civil Engineers) Pf=0.7CeCtIPg= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Ct = Thermal Factor (13C Table 1608.3;2)(Pd. 297) I = Importance Factor (BC-Table 1604.5)(Pg. 287) Pg= Ground Snow Load (13C Fig. 1608.2)(Pg. 296) =PS C SPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the,building area or the height in stories but does contribute to the rite area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE; ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1:1 316 S$ (short period) Figure 1615(1) 318 S, (1 second period) Figure 1615(2) 319 Fa (site coefficient-short) Table 1615.1.2(1) 320 F„ (site coefficient 1 sec.) Table 1615.1.2(2) 320 S,,,s (short period adjusted) Equation 16-16 317 Sm, (1 sec, period adjusted) Equation 16-17 317 Sos (short period)- Equation 16-18 320 Sp, (1 sec..period) Equation 16A 9 320. Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category' Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) _design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.E 326 Building Components Subject To Section 1621 345 Seismic Design Requirements Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10,of 10 .. a i �i 'i.• '�V�Ri'li Job Site Address: pc, 1' 3 ate: �+ 3 Owner: , A Nation Wr Nd p File No. c �» WIN` 0 tDULE I. Z �6 " Window Window Mfg, Window Unit or Number or Name ! �' r'�' � g Ce�r Special Hardware or Model Stock Letter on etaglasssaba ant � gelle etttttgeotne� t Instructions Or Type Number Vrit t tei t to a ' W m ,1 Plan Call Size ;t YSk tir4 qs r� �qqg.4 �nn1a4w}l��I1 kl]G y 7 4 2 4 C G 4GI 4i 4 D� ��4 a 4 wx 9GC S !4 6 ��4�7� tF4 W 4 es C ,p+ D '� 3'��V ul�,�d e r rs .�5����P���a yni��l v��'S�I ➢.�5�� `"�C,4�9,,..�4�d��.�.r�:�Y�4'II �'�C,��o i�,P,�,;��� r,•'' 11 00, yy I 4 'I r 1 • iF A { ro THIS LINE HAS E 4 A i tP ES ",.F SA MPLE ENTRIES t 1�i ;fl M "''}�. �p y�,,.. 4° �4,.�, .��.. ��• ;;,k ki"s .�wrl, li , f'qp � �II dH����CM.�dK,:gN�7 4 U �,p y�C NY ^�� �� �f q��`�i �l-71�§�b����<,4C�i���Ir•I�.I��r�'hr��:' p �:^J �'� � ii. ,rt �},y'•,. d n jR rA,A t Te ,� .T N�rr A• y�o 6'd i u '�TJ..�,'�� �y... ,�ry:.� S "r "«�"�� - �, vs,a % `}� • '� v < �*,�c,�.�'.�'4R p � m'erect �. r, 4' '�.. ti �F.; ar :1 •jai,�f' zd 4� •,Y,Id"a r Y, t w,r a(.,I,�t r.t �g"r,�b`�.ar ,y}, <.�`�<,,�W�kgG`'.%'•``,.- ..':, �'. Y'.•v�.l+�ao,t r 1a, t apr�>•wY 7Z;�; IN', ,t g. J ' C b Crrww���p1 L1 ueHemin Tuild ` i t Z gway ing:PermitFOltMStWindow Schedule.doc I I t ��I'', I''i '' � � tV I L' 0 t� j,, ` V UU66 Job Site Address 1v tii Date: " 2A� e Ownr: .Application No. File No. -G03 U C! l Sheep Buildi e lation S Natural Light, VentiW,'j,!16'h!X*j'��mergfency Egress Requ' irements Habitable Area of Req,Light Actual !,!1e4,JYhnii A66a`1 X Sq.Ft. Remarks Room Room fit,1, 8%of Room Light Opening for in Area Square ea Square Egress Square. V Footage Footage Feet 41 i I. A., l" 0 C! 11 I,j, C 71, ZM 0 M 02 0 cz M 0 C M L:ISucHemin,gway\Building.PeribitFORMSTat,Light.Ventil,Calculation,Shteiidoc",�''. Project Name: Q t} . ACC Address: . 2003 TOWN OF QUEE1VS13URY Building.Pernut Submission Checklist -Multiple DwO,IIVG ANC Commercial Projects ®�' . All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If'any of the below items are,lacking,the permit will not be accepted until such time as the application is deemed complete for submission. I. Building Permit Application Completed... ...... ...... ... ......... ........... Oyes Ono (]n/a 2. EnergyForm or QeckMate Energy Code C�impliance Forms Complete.,. � o Q s [Qnn/a (submit 2 copies). _ 3 EnergY,9Dde jnspeetor's Report from C ieckmate Progc xri N<rs ❑no [in/a r. -_ e tic a h co letel filled out if a lrcaille - slS cation ❑nQ /a - _ _:. lectriealInspectson�Form _ []yes _._ 6. Twn(2}sets:of plans showing the following _-. [yes .Ono Qn/a 1 .ba -Floor plans) r_s - - -- ❑6b: "Foundation lan... ❑r✓� o n/a� bc. Cross section(s)............ ........:.::............ ... .. ... ...... ..: .. ❑no ❑n/a 6d. Elevations ... ... ... ................... .. ... ......... .... ........... Oes ❑no []n/a 6e. Design loads including floor,snow load,and wind load... ... Rr, s Ono Qn/a 6f. - Seismic design(required afterjan. ],2003)........................... ( s ❑no ❑n/a fag Plans signed by registered architect or engineer,signed... ....... . Myes ❑no ❑n/a and sealed by a registered architect or engineer 6h. -Window and door schedule... .[]no {]n/a ... ... ...... ...... ... ......... ... ... yes 7. Two(2)site plans showing location of the structure to be built,... ...... [7�yes ❑no ❑n/a location of well or water lines,location of s'eptie system or sewer line with A setbacks and separation distances shown,and all improvements to the property. i$t118M Mvp fwixl,6p'`� "v, T-I,AMJ A106 8. Solid Fuel Burning or Comas Appliance Form(if applicable)... [ yes Duo ❑n/a ...... ............ ............... ..: ... ❑ ❑ 9. Driveway Permit......... ... ............. yes no [V'rj/a Date: 1,-3 3ut?{ 2 .3 Staff Initial: L:\SueHenungway\Bdding.PennitTOl'N SlGeneric Checklist.doc January28,2003 IZEScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release lb DATE:08/26/03 TITLE:North Brook Apartments Bldg. I Dept. I Use I I Ceilings: [ ] I I. Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation I Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ) I 1• Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation I Comments: I I Windows: [ ) I 1• Window 1:Vinyl Frame:Double Pane with Low-E,U factor:0.350 i For windows without labeled U-factors,describe features: I #Panes Frame Type_Thermal Break? i Comments: [ ]Yes[ ]No i Doors: [ ) I I. Door 1:Solid,U-factor:0.330 i Comments: [ ) I 2. Door 2:Solid,U-factor:0.350 I Comments: I Floors: [ ] I 1. Floor 1:Slab-On-Grade:Unheated,4.0'insulation Comments: depth,R-11.0 continuous insulation I Slab insulation to extend down from the—top—of the slab to at least 4.0 ft.OR down to at I least the bottom of the slab then horizontally for a total distance of 4.0 ft. I Heating and Cooling Equipment: Furnace 1:Forced Hot Air,80 AFUE or higher I Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number I Air Leakage: [ ) I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ) I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-light assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture muse be installed with a 3"clearance from insulation. I I Vapor Retarder: j [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ? Materials Identification: [ ) I Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating yj._-eq p ent must be provided. [ ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly-marked on the building plans or specifications. Duct Insulation: [ ] I Ducts in unconditioned spaces must be insulated to R 5. Ducts outside the building must be insulated to R 8.0. '' J Duct Construction: *r [ ] I All ducts must be sealed with mastic and fibrous backing tape Pressure-sensitive tape may be used ( for fibrous ducts. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I ' Temperature Controls: [ ] I Thermostats are required for each dwelling unit(non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. I Electric Systems: C ] I Separate electric meters are required for each dwelling unit. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" . Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 . 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mmimum Insulation Thickness for HYAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe.Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 08/27/2003 08:27 518-584-5012 RUCINSKI HALL PAGE 82 Permit Nermber A RIEScheck CoVkPliauee Certificate Checked By/Date 1995 MEC REScheckSol3ware Version 33 Release 1b Data filename:Untitled.rck T1TLFI-North Brook Apartments CITY:Glens Falls STATE-New York HDU:7635 CONSTR.UCTIO►N TYPE:Multifamily I'1A'I'E-08/25/03 DATE OF PLANS-22 July 2003 pROIECT ZNFoRMAMN: �.. Schermerhom properties,Inc. 151+Birdie Drive,Queensbury,NY COMPANY INFORMATION: D'�CiS. Rucinsld Hall Architecture COMPLIANCE:Passes Maximum UA=1272 i,.:' 02709A Your Home UA=899 29.3°/a Better Than Code(UA) .- Glazing .Area or Cavity Cont. or Door Lem meter R-Value R Value U Factor UA Ceiling l:Used or Energy Truss 3832 30.0 0.0 123 Wall 1:Wood Frame, 16"O.C. 5495 19.0 0.0 291 -jr 568 0.350 199 Window I.,Vinyl Frame- Pane with�r-E Door 1:Solid 72 0.330 .-%4 Door 2:Solid 169 0.350•= 59, Floor 1:Slab-Om-Grade--Uxh0at0d 314 11.0 insulation depth:4.0' Fwmace 1:Forced Hat Air,80 AFUE. Air Conditioner 1:Electric Central Air,,10 SEER Colv[PIJIANCE STATEMENT: The proposed building design described here is consistent with,the.building plants,specifications, and other calculations submitted with the permit application. The proposed-building has beerii designed to meet tlae 1995 WC requirements in RES checkVersion 3.5 e 1 b (formerly MECchec)l'and to comply with the mandatory requirmeuts zisted in the REScheckinspection kli Builder/Designer' A' Date i Steven Smith Re: Fire Sprinkler N,FPA13R System Page 1_ r Mon ....,..,_.. ,..._,. . From: "James Harding" <J Harding @dos.state.ny.us> To: I<Steve� queensbury.net> 11� Date: 111 1012004 N1:42:36 AM Subject: �,aa--Fire inkier Monitoring- NFPA13R System J As per our conversation, installation of an unsupervised valve in an NFPA 13R system is permitted where it is the (only)shut-off for a combined domestic water and sprinkler protection system. I believe that any other valve in the sprinkler portion of such a system must be supervised and that the alarm must be at a constantly attended location (not the exterior of the building).. r Not that, contrary to our telephone conversation, I'found no provision in the Fire Code that permitted locking valves open in lieu of electrical supervision (as is allowed by the reference standard). F-- Hence,monitoring as provided in section F903.4.1,seems to be the only option applicable to the situation you describe(or the removal of the , riser valves). James L. Harding, P.E. Sr. Building,Construction Engineer NYSDOS Codes Division 41 State Street, 11th Floor Albany NY 12231 (518)474-4073 Fax: (518)486-4487 JHarding@dos.state.ny.us i >>>"Steven Smith"<StevenS@queensbury.net> 11/29/2004 1:55:30 PM>>> Hi Jim: Thanks for taking the time to discuss this issue with Mike Palmer and me. For the record, I will repeat my original request for assistance: We have a newly constructed multi-family apartment complex (Group R2) of wood frame construction.The buildings are all protected by an NFPA13R system.We are requiring central station monitoring based on section 903.4 and 903.4.1 of the Fire Code. The building owner is offering a compromise-removal of the valve handles that control water flow to the sprinkler system in each building. Questions: 1. Is our interpretation of 903.4 and 903.4.1 correct? ; 2. If our interpretation is correct,would removal of the,valve handles allow the owner to claim an exception under Exception,#3 of 903.4? 3.Would the presence of an audio/visual signal device on the outside of the building negate the need for central station monitoring? NoyzI8. 2003 3:OOPM QBY WATER WASTEWATER No• 1995 P . 2 w. Town of Queensbury Wastewater Department 823 Corinth Road Queensbury, NY 12804 (518) 145-5589— phone (518) 798-3320 —fax Me111orar um To: Tom Nace From: Mike Shaw Date: November 18, 2003 Re: Building Permit for Meadowbrook Apartments I have been informed that Rich Schermerhorn.has filed_for building permits on the above- mentioned project. It is my understanding that the Building and Codes Department will not issue the building permits prior to.the acceptance of the Wastewater Disposal Plan. Rich would like to start construction on the buildings now and install the sanitary sewers next spring. Both Randy Galusha of the NYSDEC and myself has reviewed the Sanitary Plans, Randy and I have sent response letters to you with several items that needed to be addressed prior to our approvals. Rich has asked for my approval so that the building permits could be issued. Based on your attached letter dated November 18, 2003, all items will be satisfactorily addressed in a timely fashion. I will grant my approval so that the building permits can be issued. We will issue a Wastewater Permit for connection when all items have been addressed.and a. set of new plans with changes-has been received. M. Dave Hatin Chris Round Dennis Brower Roger Boor Tim Brewer Dan Stec Ted Turner Henry Hess Bob Hafner NOVNav 18•�20031.3.0O �QBY WATER WASTEWATER No. 1995 P• 3 P. i NACU'd ENGINEERING, P.C. 169 Haviland Road, Que ensbury,NY 12804 Phone-518-745.4400 Fax -5X8-792-951 A November.18,2003 Job#47357 Mr.NUc.Shaw VIA FAX--798-3320 Queensbury.Sewer Department 742 Bay Road Queensbtizy,NY 12904 Re: Hiland Park Sewer District Extension#2 Dear bike: As requested, we are agreeing to_provide responses to the iten listed in NYSDEC's review letter of November. 3. 2003 and your memorandum dated September 1.0, 2003 (received November 17,2003)within the following time fi-ames: N SX AEC - .Item#1 =statement,no response required—no title frame require& Item#2—advisory,no wetland disturbance proposed—no tune frame required - Item#3—advisory,no stream disturN mcd proposed—no timeframe require& Item#4—you have provided letter from Town—letter will be forwarded to DEC by 1112.1103. Item 45 we are currently attempting to contact the city engineer to provide letter—letter will be forwarded to DEC within 2 drays of re"01 front city. Item#6,-note is being added to plans--revised,plans will be forwarded to AEC by 11121103. TOWN WASTEWATER KEPT. - Item#1 —bypass pumping details being added to plans—revised plans to Town by 11121103. - Item 42 — manhole reconstruction details being added to plans — revised,,plans to Town by 711211©3. Please call�me if you have any questions. Sincerely, r Thomas W.Nace,P.E. Cc: Rich Schermerhom Jon Lappet TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 August 14, 2003 Mr. Richard Schermerhorn Schermerhorn Properties 15F Birdie Drive -- Queensbury, NY 12804 Re: Bay Brook Professional Park Northbrook Garden Apartments Wastewater Dis osa,System Provisions Dear Mr. S�ch erhorlit` Our office has several projects located within the Baybrook Office Park as well as the Northbrook Garden Apartments under review. The projects are in various stages of completion and are impacted by the status of the Bay Road wastewater collection system. This letter is written to inform you of our plan for further processing of the inspection/approval and permitting of those projects. We have issued a building permit (BP 2003-131) for the office building located on Lot I of the referenced office park. Construction has cornmenced,and we will continue to perform inspections as required. Consistent with I'ocal and state regulations we will not issue 0 certificate of occupancy until connection to the centralized wastewater collection system is authorized and completed. Continued construction of.,this facility is allowed but done so at your own risk. Site Plan approval (SP 39-2003).was recently issued for the office building proposed for Lot 4. We are prohibited from issuing a building permit for this ,project until the planned wastewater collection system receives the necessary approvals. We recently received a building permit application (BP 2003-603) for building A of the "Northbrook Garden Apartments". This project is not currently located within a wastewater district and based on communication with the Town's Deputy Director of Wastewater no approvals have've been issued for an out-of- district user or district extension. We are prohibited from issuing a building permit until an approval is obtained for connection to the municipal system or an acceptable alternative is authorized. Mr. Richard Scherinerhom August 14, 2003 Page—2- We would like to note that we do not have a record of all conditions of the Northbrook Garden Apartments approval being satisfied. Construction activities that have commenced on that site should be ceased immediately until all conditions are accomplished. If you have any questions feel free to contact our office. Sincerely, Town of Queensbury ,P\Ommuni ty Development Department Chris Round Executive Director Cc: Jon Lapper Craig Brown Mike Shaw Dave Hatin L:\ChdsR\2003 LetterASchermerhorn081203.doc "Home of Natural Beauty ... A Good Place to Live " 08/27/2003 08.:33 518-584-5012 RUCINSKI HALL PAGE 01 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple,Avenue Q- • Saratoga Springs NY 12866 Vdice 518 5801905 'Fax 518 584,5012 Emaii nT@nycap_rr.com ephell@nycap_rr.corn Fax - Sheet 1 of 2 To: Dave Hatin—Code Enforcement Offcer'—Town of Queensbury From: Ethan Hall Date: 27 August, 2003 Re: Floor truss design' —Schermerhom Properties Attached is a.cut sheet-for the apartments at Deer Run which are similar'in span and will be designed by the same company_ Once the trusses,for this project have been designed copies of the design drawings will be provided. 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COMPACTOR. � � DrSre;AtgC t� Doke: I�3t-02 � m m y .;��► 8&ACtNGWARNING; '��e �� t� kro-lbr. 1.04 � �a 144 pf , Duke 41; In gg��+.maauuer, ��tc�,�cuNhucaq�M►dlnd�r ►6,por6i►a Yd �tl4dtls�ntAUtr ds$nMdr.4telruybtau 1u n O.C,1pu�titl . �&D" m i AMARO ' C' S .�"v��,, ','�� 's' blues cs� d�ra�I11ro o,oCrle :9OCA N,' PA�I prMrfiAii R 9.MlcoctoariGIMMDDnpa�aO�M tdiilk�Wiearn9401R (tQ B117 (NJ3G'sO4 0' L $5.0 ty i, LU co, r taWMt 96 a4ju 1?#NfN; riN0.bQr�YO 9tTc�► 0a ' 1207.2.1-1209.5 INTERIOR ENVIRONMENT 3.If any room in a building has a sloping ceiling,the SECTION 1209 prescribed ceiling height for the room is required SURROUNDING MATERIALS in one-half the area thereof. Any portion of the 1209A Floors. In other than dwelling units, toilet and room measuring less than 5 feet(1524 mm)from bathing room floors shall have a smooth,hard, nonabsor- the finished floor to the finished ceiling shall not bent surface that extends upward onto the walls at least 6 be included in any computation of the minimum inches(152 mm). area thereof. ' 1209.2 Walls.Walls within 2 feet(610 mm)of urinals and 4.Mezzanines constructed in accordance with Sec- water closets shall have a smooth,hard,nonabsorbent sur- tion 505.1. face to a height of 4 feet (1219 mm) above the floor, and 1207.2.1 Furred ceiling. Any room with a furred veil- except for structural elements, the materials used in such ing shall be required to have the minimum ceiling height walls shall be of a type that is not adversely affected by in two-thirds of the area thereof,but in no case shall the moisture. height of the furred ceiling be less than 7 feet (2134 Exceptions: mm). 1.Dwelling units and sleeping units. 12073 Room area.Every dwelling unit shall have at least one room that shall have not less than 150 square feet(13.9 2.Toilet rooms that are not accessible to the public tn2)of net floor area.Other habitable rooms except kitch- and that have not more than one water closet. ens shall have a net floor area of not less than 70 square feet Accessories such as"grab bars, towel bars, paper dis- (6 5 m2). pensers and soap dishes,provided on or within walls,shall 1207.4 Efficiency dwelling units. An efficiency Living be installed and sealed to protect structural elements from moisture. unit shall conform to the requirements of the code except as modified herein: 12093 Showers. Shower compartments:and walls above 1 bathtubs with installed shower heads shall be finished with .The unit shall have a living room of not less than 220 a smooth,nonabsorbent surface to a height not less than 70 square feet(20.4 m)of floor area.An additional 100' inches(1778 mm)above the drain inlet. square feet(9.3 m)of floor area shall be provided for each occupant of such unit in excess of two. 1209A Waterproof joints. Built-in tubs with showers 2.The unit shall be provided with a separate closet. shall have waterproofed joints between the tub and adja- cent wall. 3.The unit shall be provided with a kitchen sink,cook- 12095 Toilet rooms.Toilet rooms shall not open directly ing appliance and refrigeration facilities,each having into a room used for the preparation of food for service to a clear working space of not less than 30 inches(762 the public. mm) in front. Light and ventilation conforming to this code shall be provided. 4.The unit shall be provided with a separate bathroom containing a water closet, lavatory and bathtub or shower. SECTION 1208 ACCESS TO UNOCCUPIED SPACES 1208.1 Crawl spaces.Crawl spaces shall be provided with a minimum of one access opening not less than 18 inches by 24 inches(457 mm by 610 mm). 1208.2 Attic spaces.An opening not less than 20'inches by 30 inches(559 mm by 762 mm)shall be provided to any attic area having a clear height of over 30 inches(762 mm). A 30-inch(762 mm)minimum clear headroom in the attic space shall be provided at or above the access opening. 12083 Mechanical appliances. Access to mechanical appliances installed in under-floor areas, in attic spaces, and on roofs or elevated structures shall be in accordance y with the Mechanical Code of New York State. 252 BUILDING CODE OF NEW YORK STATE ri5...,, TO'W1N QF QUEENSBURY 742 Bay Road,.Queensbury, NY 12804-5902 518-761-8201 r `August22,2003 -= Ethan Hall Rucinski-Hall'Architects 627 Maple Avenue Saratoga Springs,NY 12866" Dear Ethan: • I'm requesting clarification on the following responses to my letter of August 14,2003. L Item Number One,regarding the UL rating,in the past Mr. Schermerhorn has used,half inch Type X on all his buildings., Your plans currently-show 518ths.Type X on the ceiling of the units,.,and, now'5/8ths on the walls between the units:The exterior wall of the cross section shows regular half inch. Please provide clarification as to whether 5l8ths`•will be used throughout the dwelling or if 5/8ths,*and half inch will be mixed.and whether or not Mr. Schermerhorn intends to use half inch Type X inilic building,which will not meet the requirements of your UL design. 2:= Iteii,N' umber Eive,'regarding the attic access,•please provide a cut sheet on the Cesco Model SEB door for'review:' 3. Item Number Six',-please provide,either truss certification'drawings or some Cype:of calculations and design that shows that the proposed truss floor system will meet the design criteria 40 Is per square foot. 4. .Item Number Ten;the detail on the plan-shows blocking in the,rear wall but shows no blocking in the,side wall.for the grab :far. Also your•drawings do show the grab_ bars in*the first floor bathroom units.. .Are they to be provided or just blocking provided. Also please clarify as to whether.a wall hung sink will be,provided in-these units•or whether a base cabinet and sink will be provided,and then the option.will be tgrremove thebase cabinet in the future. 5. Item Number Thirteen, the.ComCheck program.shows that you will be using 92% efficiency furnaces,which I'm assuming are'liigh efficiency units which will be fresh air supplied. However; : your response;states that you will be usm' ,g a•common vent. Is that a common vent for.all furnaces ` or a common vent for the furnace and-hot water heater? Please clarify this,and if the furnaces and .hot water heaters:do.not"provide their awn fresh air, then-there must be some mechanism for providing fresh air,to the mechanical room as it is a solid door with no louvers. 6. Item Thirteen,,in your response regarding the dryer vents,you stated that it'has been determined that I10•cf m is required for the dryers, however, there is,nothing on the plans as to how that 110 cfm will be provided'to the:space within the dwelling unit. "HOME OF NATURAL BEAUTY.,.".' . A GOAD PLACE'TO LIVE'•' .SETTLED. 1., )3''•.. 7. Item fifteen,please provide me with copies of ASTM E-90 and ASTM E-492 so that I may assure that your designs comply with those standards. Thank you for your attention in this matter. Sincerely, TOWN OF QUE NSBURY David Hatin,Director Building and Code Enforcement DH/mg cc: Rich Schermerhorn 15 F Birdie Dr. Queensbury,NY 12804 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski • Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall(Mnycap.rr.com Transmittal To: David Hatin From: Ethan Hall Date: 26 August, 2003 Re: North Brook Apartments—Schermerhorn Properties Regarding your fax of 25 August, 2003 we offer the following responses. Item#1 It is the intent of the design for 5/8" gypsum board to be installed where indicated on the drawings. There will be a mix of 5/8" and Y2" gypsum board used in the building as indicated. Item#2 A cut sheet from the manufacturer is attached. Item#3 Floor truss design drawings will be provided by a,certified designer as indicated on drawing A-1. &r4lL Item#4 It is the intent for blocking to be installed on both walls at the water closet and the detail has been clarified. Grab bars will not be initially installed but will be added when required to make the unit accessible. Additionally the bathrooms will be initially constructed with base cabinets and will be converted to wall mounted lavatories when required to make units accessible. Item#5 Initial submission of the ComCheck incorrectly indicated the efficiency of the units at 92%, the corrected ComCheck is attached indicating the proper 80% efficient units. Water heaters are electric. Total BTU'S for each furnace room is 44,OOOeWTc-F*fro requires 22 sq. inches-of horizontal air duct (1 sq. in. for each 2,000 BTU) outside air is provided to each mechanical room utilizing a 6"dia duct with outlets at 127 above the floor and 12" below the ceiling space. 6" dia duct provides 28.2 sq. in. Detail is attached. There are no common vents,there are common chimneys as indicated in my Aug. 18th transmittal. Item#6 There was miscommunication between myself and the mechanical installer on item #13. 100 sq. inches of opening is required for dryer closet not 100 cfm. Louvered doors are provided on dryer closets. Section 504.5 does not indicate outside air is required for dryer closets. CAACAMSchmnerhornWorth Brook AparfinentsTaperworkUrmmitbi 25 Aug 2003.doe Item#7 ASTIVI standards are copywritten material and cannot be duplicated by this office. Copies can be purchased from the ICBO organization. ($795 for non-members or $715.50 for ICBO members) If there are any questions please contact our office. Regards, Ethan Xc: Rich Schermerhom—Schermerhom Construction CAACAMSchertnerhomWorth Brook ApartmentsTaperworkUransmiM 25 Aug 2003.doe „ SM09f/f%Rf-RAlEQ& Cl?MALEQFIRE-RATEDMEMO 4 . eutttto Withstand the Testat Tiine StaRSFB daird'S { A "Smoke/Eire-Rated"•access doors approved.for use in walls and ceilings. The SFB doors can be installed in fire-rated walls or ceilings and maintain.the fire harrier ratings. Far walls,;1h1,,- door has an Underwriters Laboratories f Q 1X hour"B”label,with a mazimum:temperature rise of 2507 F afier30 minutes. This door should he used in walls when temperature rise or heat transmission is a.factor. For fire-rated ceilings,this door has been approved by Warnock'Hersey International for.3-hour no--combustible and 1-hour combustible ceiling/floor systems. For smoke applications,the-SFB is certified to Warnock Hersey standard NFPA 105 for Smoke Control Door?,w r.,. Assemblies. r y The door contains two inches of fire*retardant insulation. A continuous hinge permits the'door to open and dose _{ freely without binding or sagging: Optional concealed pin type hinge is available on units up to 24"x 36": Mitered Frame- 16 gauge o •• corners on the SFB provide an architecturally ppleosmg'appearance as well as tight finish between the frame uqd Door: 20 gauge cold rolled steel. finished surface. The polyurethane foam smolte gasket is applied on all,four sides to ensure a smoke borrier`?,The Flange types: I"wide. door is self-latching with automatic closure and can be opened from:the inside. Frames are provided with mounting ", ,• holes to facilitateeasy installation;optional masonry anchors are available upon request: continuous piano type. 'Far security,a latch bolt operated b ,a key is t ' yy AUAUAAY CEfUNC.SPRINC standard,with an interchangeable.kn6 '�operator R " ' also available. When a master key operation of all {: opored 1 1 RCUCN OPENING locks in the building is required,access panels can - co�R 92E PLUS,,,�-1= + `a " be prepared for mortise._cylinders. • p p cY ..;:. • ' ' , , ., , .. SNdC:CASKET �t r., o° aw Auxiliary spring for ceiling applicationSFB-SS: A stainless steel version of the standard : SFB offering superior,resistance toGasketing:Polyurethane foam smoke gasket. :O >•oY=a ........................... ion oxidntion,an rusting. �>��•���<•������ Insulation: 2"thick and fire retardant. Frequentfy:used.in hospitals,kitchens, o°UBLE LAYER OFIRA Phosphate laboratories,bathrooms,showers,etc: "RE C°BE DRYWALL PANEL SIZE ' .a•tse*'ra!vGrinhibitive gray prime finish. ♦. . tan and S Ze$` FBwR �Pn a 12 x"12' 12%•x 12I'.:_. A "Recessed" door panel with .• to x te= rte.y x >. " rt 22 z % ,3011 Concealed type frame approved r 24 x 2��" y24%2 y" for use in walls and ceilings*' 24X3a`� 4V4�X "��. The FB-R doors can be installed in fire-rated walls or.ceilings and maintain the fire barrier ratings. Formalls,this door has a Warnock". Notes: Minimum Size:'8 x 8x 8 t.. . Maximum Size 24•x 36 ..,: Hersey International.l%hour"B"label. This door should be used in - - walls when temperature rise or heat transmission is a factor. 1<'r For fire-rated ceilings,this door has been approved b gaugeWarnock Hersey International for 3-hour non-combustib a �.f :r , : 20 gauge(old rolledand 1-hour combustible ceiling/floor systems. {`'''. Flange types: The door contains two inches of fire-retardant insulation. . :fr ; ., for A continuous hinge permits the door to open and close freely Systeln. without bindin or sagging..Optional concealed pin type (DOOR SI U'g A/4? «; g �-- , ' r r T hinge is available on units up to 24"x 36". The door is self- : I ;1 fI R-R-IT Plaster bead. latching with automatic closure and can be.opened from the I;, Hinge: (old rolled wifli stainless steel pin, inside. Fromes.are rovided with mounting holes to facilitate ;, continuous piano p easy installation within acousticdl file ceiling system. B"Y~YAu "'i suiAiai: ;: ' T • ,a -DW and FB-R-P X are provided ed with drywall all andFB-R t' plaster mudding flanges for concealed frame applications. ::. :::: # ::':" - :`" s>::>s:>s.•s: , For securit,a latch bolt a erated by a key is standard y p BRYWA31 BEAR 1. with an interchangeable knob operator also available. When ' a master key-operation of all locks in the building is PANEL SIZE' required,'.access panels can be prepared for mortise cylinders. - i FAX {612) 42.5-0870 FAX (�800•),241= 4- vor� (G12) 424-4.91'9 4i� �.93��.: , . RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 5801905 Fax 518 584 5012 Email rrr@nycap.rr.com ephali@nycap.rr.com Transmittal To: David Hatin From: Ethan Hall Date: 18 August, 2003 Re: Revisions to North Brook Apartment Plans Attached are 2 copies of revised drawings for the referenced project. These revisions are in response to your review comments and fax received 15 Aug. 2003. Additionally I offer the following response to comments: el Item#1 Drawing A-1 is revised to indicate UL classification of adjoining partition construction. Item#2 Draft stop locations have been indicated on drawings A-2&A-3. Detail information regarding construction of draft stops have been added to drawing A-7. Item#3 Light and ventilation chart has been revised to reflect proper ventilation numbers for the window units shown. Town window schedule has been completed and is attached. Item #4 The riser height was indicated on the section on drawing A-8 (16 risers at 6-7/8"). The handrail and guard information has been added to this section. Item#5 Attic access was shown on drawing-A-3 in the landing area of the second floor on the right hand side of the drawing. Access doors have been added to the draft stop locations in the roof trusses. In conversation with the Owner this option was chosen so as to limit access to the attic to one place in the building and hence not allow access to the attic space to tenants. Item #6 Floor loading is shown on drawing A-6 in the wording on the upper right hand corner of the drawing. Live load 40 psf(30 psf in sleeping areas), dead load 10 psf, stair live load 100 psf. Floor trusses to be designed by truss manufacturer. Item#7 The building section on drawing A-8 indicates the sidewalk is to line up with floor slab. A note has been added to the building section and to the foundation plan (dwg. A-1)for clarity. CAACAMSchermerhornWorth Brook ApartmentsTaperworWransmival 18 Aug.2003.doc Item#8 The doors in question at the bedroom entrances from the interior hallway do not have closers or spring hinges and therefore do not require the 12" clear space according to ANSI Table 404.2.4.1. Item#9 The entry vestibules have been revised to provide the turning radius and clearances at the entry doors to each apartment. Item#10 Toilet room blocking is indicated in the first floor toilet room elevation shown on drawing A-3. Item #11 All DWV plumbing will be schedule 40 PVC. All domestic water supply piping will be type L copper. A note has been added to drawing A-1. Item#12 The fire department connection note has been revised to provide the requested connection. Item #13 According to conversations with the mechanical installer 110 cfm will be required and the note (on dwg.A-2) has been revised to indicate the make-up air quantity required. Also louvered doors have been indicated for the dryer space. (Dryers are not supplied with the apartments, electric outlet is provided for tenant supplied dryer only) Item#14 The furnace units are gas units and are noted in the building permit application for fuel burning appliances &chimneys. (furnace units are carrier model 58-STA- 045108 with common chimney). Item#15 Floor system-sections and notes have been added to drawing A-7. Attached is documentation for floor systems similar to the floor system utilized in this project. Carpeted areas will be the bedrooms, hallway and living room space. Sheet vinyl areas will be the kitchen\dining area, bathroom and mechanical room. The plans provided will be the same for each unit to be constructed. The only variables on the buildings will be the final roof configuration, some units will have full hip roofs, some units will have clipped hip roofs and some units will have gable end roofs, this was done at the request of the planning board. If there are any questions please contact our office. Regards, Ethan Xc: Rich Schermerhom—Schermerhorn Construction CAACAMSchemerhornWorth Brook ApartmentsTaperworkWimsmitmi 18 Aug 2003.doe TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 August 14,2003 Ethan Hall Rucinski-Hall Architects 627 Maple Avenue Saratoga Springs,NY 12866 Dear Ethan: The following items need to be addressed on the plans for the Northbrook Gardens Apartments proposed off Meadowbrook Road in the Town of Queensbury by Schermerhorn Properties. The plans need to show a UL rating for a half hour fire separation required by the Code,between dwelling units. Cull t UL Tzs�.,- The Code requires that draft stops be provided for each dwelling unit. This would mean that the floor trusses would have to be fire stopped at each dwelling unit and the roof areas fire stopped above each dwelling unit on the second floor. A detail must be shown on the plans where these draft stops will be provided,as well as a detail on how they will be constructed. The light and ventilation chart provided by you on the plans does not comply with the Code. The living room does not meet the ventilation requirements as shown on your chart. You must provide a window schedule to show the type of window, the manufacturer of the window, the model number of the window, the rough openings of the window, the square foot of light and vent for each window, and the square foot of clear egress for each window, and the dear openings and width and height of the windows. Attached is a window schedule worksheet that must be filled out or provided on your plans. The detail showing the stairs has no riser height,no handrail height or guards shown. Please show the appropriate dimensions for this cross section. 50 Attic access must be provided between each draft stop, preferably in the mechanical room. The minimum dimensions are 2Q inches wide by 30 inches in depth. lVeal We need the floor loading calculations for the second floor system. lgep The entrances do not appear to be at grade or shown to be ramped to grade. Please clear up this detail on the plans. The ground floor units are required to be accessible as we discussed. There must be 12 inches between the door jamb and any intervening partitions. It appears that the first floor hallway off the bedrooms will have to be enlarged to accommodate this dimension. We do not have the proper turning radius in the floor.area to accommodate a wheelchair for accessibility to both ground floor apartments. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Blocking is required in the walls behind the toilets, tubs, and sink units. I could find no note on the plans where this blockin was shown to be installed and at what height and dimension. There is no note on the plans as to the type of plumbing materials that will be installed in this building. The fire department connection shown on the plans needs to be changed to a five inch stortz fitting. U, Section 504.5 of the Mechanical Code requires that any dryers that are installed in the closest be provided with make up air through the exterior or some type of other device acceptable by this Department. If the doors are not vented louvers and there is not enough fresh air coming in the building,then we must provide outside air to provide make up air for the dryer. #61 CA J, P."/, /perA I'm assuming that the furnaces are direct vent furnaces,however,there was no information on the plans for the furnaces or hot water heaters as to whether they will be gas or electric type units. Please clarify this for us, /You must show a design for sound transmission through the walls and floors that meet Section 1206 of the Building Code in compliance with ASTM E90 and ASTM E492 respectively. It is my understanding that this plan will be identical for all buildings to be constructed in this complex. If there are different buildings,please provide us with the additional plans for review. Thank you for your attention in this matter. Sincerely, TOWN OF QUEENSBURY David Hatin,Director Building and Code Enforcement DH/mg Cc: Rich Schermerhorn 15F Birdie Drive Queensbury,NY 12804 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall C` 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 5801905 Fax 518 584 5012 Email rrra@nycap.rr.com 1 ephall@nycap.rr.com To: David Hatin From: Ethan Hall Date: 13 July, 2004 Re: Northbrook Apartment Complex—Schermerhom Construction Per our conversation this morning, the Kinetics Soundmatt, as specified on drawing A-7 is not available through any local vendors. IIC rating without the Soundmatt using cushion backed vinyl is 48 and is acceptable to this office. Sound Transmission Coefficient without the Soundmatt in vinyl areas will be between 50 and 52. The developer will provide copies of the cushion backed vinyl flooring specification for the product being used. If there are any questions please contact our office. Regards, Ethan q-71 Xc: Rich Schermerhom—Schermerhorn Construction CAACAMSchermerhornWorth Brook ApartmentsTaperworkTloor IIC Rating.doc 1 'f Y KineticsOSound • Floors Model SIR Floorboard. The top Sound Rated Floor Underlayment Kinetics Type SR Floorboard is the premier underlayment for control of impact noise in condominiums,apartments, x,.py multifamily dwellings, commercial buildings, and other "' a , =.� , •,,,: areas where footfall and impact noise can be the cause of complaints. Type SR Floorboard is a unique 5/8"thick underlayment material which substantially reduces sound transmission through hard surface floor systems.Ratings of IIC(Impact Insulation Class)50 to 65 have been achieved in typical applications,compared with IIC-25 to 34 with conventional construction.Where a preference for hard surface floors such as ceramic tile,marble, hardwood flooring or vinyl tile make;impact noise an issue,SR Floorboard is recommended.Call for details. �rflrl Flooring 'Cowie Tab 1-11>1"GyP'Crute Bend Coat Ceramic Tile fitd-tiro*ifTMBRFbotb=d ?ttU"9lass mesh mortar unit Bond Coat Sir Onboard aubfloar 5H'IGmV0m`Typo$R Floorboard mr."grass mesh mortar umtt R11 Fiber 4aw gill Relr>fo�� III an"�nvtlr past; lb rA sus 4irp§ei.gal reeat channel WfC P.MI.anresilionta wrmal FlauriarKsdsoruarteaU4FlotaT x1O waadlrasta ------------- CL - - STC-60 IIC-65 STC-59 IIC-59 2 FSTC-54 RIC-53 3 Model Soundmatt. The low profile underlayment for Sound Control Kinetics Soundmatt is a floor underlayment used to control sound transmission of both impact and airborne noise in floor systems.Soundmatt is a 5/16"(8 mm)thick underlayment used to substantially improve IIC(impact)and STC noise ratings while minimizing the elevation change. Impact noise can be intrusive to occupants in spaces below.Construction that calls for hard floor surfaces such as hardwood flooring,ceramic tile,quarry tile,marble,wood parquet and vinyl tile are all areas where impact noise is of concern.Without a floor underlayment,intrusive impact noise can be objectionable. Please contact Kinetics for specifications. rquet FloWng ram it Tile wo layers Wr plywood W glass mesh mortar unit W16'KhmAl eSoundanatt Ceramic Tile V Klneflaftundmatt 'gypsurn cornarals 10"glass mash mortar unit 8'plywood sublloor 'plywood subsoor [16"t[inet3ns°sounatmatt rt tr FCF rn�-rmarar wont 11 x 12"wood iolste no raftCEILING)a gypboard om resilient rJumml thlgy . d,on m6n8r2t wool gyp.bd.on reslllsnt channa! STC-63 IIC-54 1 STC-58 IIC-54 2 STC-60 IIC-53 3 Certified: Soundmatt and SR Floorboard have been tested with the Tile Council of America, Inc., using method ASTM-C627. 6 For more information call 800.959.1164 or fax 614.889.0540 COO �xo OL i_ w O � •. +. t . .X v � F Z 3 �n bobo w o MfAWWPRo� j: C • r(::� M Ir F w p pa p r ,� O JOq 0e sn y_„.... z.. oC pp N 0 ` b C14 J v Di 1 i O cv d v tg v `t u N hi ^ al aJ t3 W in �� cwi¢ �,,' ,. • ^ ` ;;•/.• ,x - ) rrx r lµ. �j '�_'�•�: � � � Q Z Fes- ~ tj,q � �G (.) 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(D - - ------FL I I-L - _- - .- - ___ - r - -1 - - - __ We - - - - - - - - Afi ....... 111 '� _._.;.� ww'1111111111111111111111 - 06 �L�4040�----��,��� w - - - - 4wi111111`�4wm i1111111111111111111111111P 40 � � ��w �� 411111,4111111111111111111111111, W40 � � m i11111111111111111111111110 on as � 40 4111111, 411- - iiiiiiiiiiiiiiiiiiiii� m iiiiiii, GNMNM ft�em,m��4w�4040 411111111111111111111111, � 4w � on 4ff) �4�� w � m �w_ � qiiiii, 4iiiiiii1111111111111111P W = � m.m 4mummmmia . Q 304 N 84*05'390 W lezo:r N 83002'1 e W 1210.14! 2 tA&�* ZSP- I , ty �L7 'I 1� ,vu fi� I P j #_ "y #""v . I I %eET I OF 4 CONCRETE BEARING AREA - ON UNDISTURBED /• /'Wf•0!-rw StrAWS AREA BEND DEAD END TYPICAL THRUST BLOCK DETAILS NOTESI THIS SCHEDULE IS BASED ON 200 PSIG INTERNAL PRESSURE AND A SOIL BEARING CAPACITY OF 2000 PSF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 500 OF NYSDOT STANDARD 5PECMATIONS. AND SHALL BE CLASS S. PIPE LEAKAGE TE5TIN6 1. WATER MANS SMALL BE WATER TESTED AT L5 TIMES DESIGN WORKING PRESSURE FOR A MIN" PERIOD OF 4 HOURS. LEAKAGE SMALL NOT EXCEED THE LIMITS SET BY AWWA CGOO. WATER MAN SHALL BE FLUSHED AND DISINFECTED N ACCORDANCE WITH NEW YORK STATE DOH STANDARDS PRIOR TO PRESSURE TESTING, INSTALL THRUST BLOCK BEHIND TAPPING SLEEVE 2-#4 _ _.._. ..::...:.:.:.:::. :.:..::::..::::: �r�u, ........, _......... i NOT TO 50ALE DECK t - - - _ YP• - N1 .. . __........................:.........:.:. x-- .'::• :.:::::'':'':: :' is}'::':::=::::': HORIZONTAL FITTINGS BEARING AREA (SQ. FT.) 45 OR SMALLER 90' BEND TEES. PLUGS, CAPS AND HYDRANTS IPE SPIN (INCHES) ap 3 5.5 4 SMALLER 1%.v wpm, ...- ..r —.— WNNECTION TO EXISTING WATER MAIN i .• ADJUSTABLE VALVE BOX GATE VALVE WITH NON-NSNG STEM 4' MIN' NOTE= VALVE BOX IS NOT TO REST ON VALVE OR PIPE LINE. VALVE INSTALLATION DETAIL E3 NOT TO SCALE GRADE AT UNPAVED AREAS RESTORE TURF �1i \ EXCAVATE TRENCM WIDTH MNMUM WIDTH EQUAL TO PPE PLUS 2.0 FT. Q 3 Q PPE MACMNE BACKFLL W/ NATIVE MATERIAL COMPACT N 11-0" LIFTS C4" MAX. SIZD TO 95Z MODIFIED PROCTOR SELECT GRAM. AR MATERIAL C1OOZ PASSING 2" 3 TO I&' ABOVE PPE. HAND BAC KFLL. G" LIFT, BEDDING G" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2-3 PIPE EXCAVATION 4 BACKFILL DETAIL TO SCALE 10' x 10' S DECK tw. O 'MA° , DUST L S UNITS 10' x 10' EAVg DECK tr. TRENCH N 83*02*150 W 1 110.f 4 CORPORATION COPPER TUBING CTYPE K) 1" N GRASS AREAS MUSH WTIf PAVEMENT CURD BOX CiXTENSION TYPE WITH ARC" PATTERN BASE AND STATIONARY RODS CURB STOP B•• D.P. WATER MAN SOLD GONG. BLOCK riecr ALL WATER PM'NG + CONNECTIONS TO BE IN ACCORDANCE AOSR READ MATH KINGSBURY WATER DEPARTMENT STANDARDS. WATER 5ERVIGE PIPE CONNECTION DETAIL WATER MAN DUCTILE RO WATER MAN NOT TO SCALE 3 O d NEW HYDRANT ASSEMBLY PER QUEENS 1RY WATER DEPARTMENT STANDARD. FIPNSH GRADE-� SANITARY SEWER- PLACE JOINTS EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATERMAN JOINTS. WELL - GRADED GRANULAR BEDDING WATER MAN 81-0" MN. 0 1-8_-0" M CONTINUOUS Wf NO JOINTS 5ANITARY - WATER GRO551N6 O i- 450 BENDS CTYPJ WITH ANCHOR FITTINGS OR THRUST BLOCKS. CWMERE NORMAL ALIGNMENT DOES NOT PERMIT 16" VERTICAL SEPERATIONO NOT TO SCALE ADAPTER FTTTNG r REQURED WYE. 450 OR a0 �\ , 450 OR 30° BEND AS REOMED PLM 4" SERVICE CONVECTION GRADE 450 OR •. BEND AS REQLlIRfD min COVER IZ min GRADE Cl/8"/ft) L 4" SERVICE CONNECTION PPE BEDDING MAIN SEWER AS REQUIRED SWTIM 1 1/2' PLAM NOT TO SCALE NOTES ALL SEWER SERVICE AND CONNECTION WORK SMALL BE N COMPLIANCE WITM THE TOWN OF OLMSBURY. TOOLED SCORE JOINT. SEE PLAN. 5' oc NOMINAL EXPANSION JOINT SEE PLAN. 25' oc max PERPENDICULAR 3 WALK DIRECTION f TOOLED EDGE. 1/4' RAMS min CROSS SLOPE- 1/8" TO 1/4" per FOOT 04AX 5/8" per ft.) TOOLED 50ORE JOINT 1/4" R. 1/2" DEEP GXGXG/G WWF in '00 "coo oo� :OOM FN511 SURFACE TYPICAL FRPfNDIC M TO WALK EXPANSION JOINT 3/8" COMPRESSIBLE FILLER WITH ZIP STRIP t SEALANT TOOL BOTH EDCES TOP OF SEALANT 1/2" BELOW FK CONIC. SM11Or CONCRETE WALK • a... 4.000 psi CONCRETE c: GRANULAR SUBBASE NYS DOT SECT. 304. TYPE 4 COMPACT TO 95Z STD FROG SUBGRADE COMPACTED TO 9OZ STANDARD PROCTOR NOT TO SCALE HYDRANT DRIP CONNECT TO OUSTING SERVICE PIPE WITH FLARED UNION OR COLTMG. 1 5'-0• MN. COVER 3•-0" VARIES i.,.......................... ! ......... 7� — ---�► I• NETLAND '/ �/� f, { � .. j ; z ?,.. ! ....... i TER MAN / L .,................................... TEE .. ................................................_..... ; ,� / ........_.� c�......... ..................� • , • AL :.AL —7 ALL DECK t I �........ -7 -j I I i / 1 EAVE I ......,....... 20- TRENCH M.J. ANCHORING COUPLING CONCRETE BLOCKING / M.J. ANCHORING PIPE POURED AGAINST UNDISTURBED EARTH y n EAVE _ GONG 6" VALVE BOX $2 CNIrM STOW G' M.J. GATE VALVE -INNS TYPICAL HYDRANT INSTALLATION NOT TO SCALE —�— — — — -- — — — — — 2egx / STONE DUSTrumAolca P . .... �- — — — — — — — — — TRAP typ. ® Q 20' SIDE SETBACK ® „--� GAZEBO N 84'05'39" W 182.02' CONSTRUCTION SEQUENG I NG STABILIZATION MAINTENANCE S.YV.P.P.P. REQUIREMENTS 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY 1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN I. EACH OF THE FOUR CLUSTERS OF BUILDINGS SHALL BE COMPLETED SEQUENTIALLY. 8. CONSTRUCTION OF THE FACILITY CAN THEN PROCEED INCLUDING. PLACEMENT OF SOON AS PRACTICABLE IN PORTIONS OF THE 51TE WHERE HAS BEEN REDUCED BY 5OZ. THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF STARTING WITH AREA A THROUGH AREA D. THE 51TE FOR EACH AREA MUST BE FILL. INSTALLATION OF ALL UNDERGROUND UTILITIES. INSTALLATION OF STORM SEWERS. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT THE SWPPP AND REQUIREMENTS OF THE NY5 DEC 5PDES GENERAL PERMIT FOR FINAL GRADED AND STABILIZED BEFORE THE NEXT AREA 15 STARTED. INSTALLATION OF 51TE LIGHTS. INSTALLATION OF CURBING. INSTALLATION OF PAVEMENT IN NO CASE MORE THAN 14 DAYS. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. SUBBASE COURSE AND BUILDING CONSTRUCTION. HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE 2. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE A5 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING GOOD WORKABLE CONDITION. 2. THE CONTRACTOR MUST IS RESPONSIBLE TO COMPLY WITH THE TERMS AS DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. OF THE NY5 OEC SPOES GENERAL PERMIT FOR STORMWATER DISCHARGES 9. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABLISHMENT OF ALL HE SE TAGKIFIER ON SLOPES OVER 5o1 OR SEEDING AND INSTALLING 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE 51TE ON A DAILY BA545 FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPIES OF THE GENERAL PERMIT AREAS. REMOVE ANY COLLECTED SEDIMENT. REMOVE MAY BALE DAMS AND THE SEDIMENT TO COLLECT UTTER AND ARE AVAILABLE BY GALLING DEC C518� 402-8309. 3. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. THE SEDIMENT CONTROL FENCING AND HAY BAY DAMS AROUND THE PERIMETER OF ALL WASTE MATERIAL 1N A LEGAL MANNER. 4. ANY STOCKPILES OF FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC, PRIOR TO INITIATING WORK. OF THE CONSTRUCTION 51TE AS INDICATED ON THE PLANS AND DETAILS. CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP-1 TO 5P-G AND THE 4. THE CONTRACTOR SHALL CLEAR AND GRUB THE CONSTRUCTION SITE. EXISTING - `� STORMWATER MANAGEMENT REPORT. i.----_-------, _------•----� .. .... TOPSOIL SHALL BE STRIPPED AND STOCKPILED N LOCATIONS INDICATED. \ '` :: `•�.` _ - --� \ °ti 11� '�` LLL''r� r / ` ' -.__ �.-�`..__.�__-__ .- �: -----... '_.- .. -: \ '. ._ �r. �r� ,�r, '` ,& �• ,,1�, - �. __ •- �. ... _, 'AMAP MV '� - -"JhAL � 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE _ __ _ . ._ � � _ ly - - D® iQEST wnoN PRON®iTINb__: _ __ - .....,�._., 5. THE PERMANENT DETENTION BASIN AND OUTLET SHALL BE CONSTRUCTED ADJACENT - �--•.,, -'' W`. fi - - - - - - - - - - IN �,, 1 - ENGINEER CONDUCT AN ASSESSMENT OF THE 51TE AND CERTIFY N AN INSPECTION \ �. & .... ", , f.. �. ;, - -'- - ,Mnr I�lf1ARE - - -_ -_ / � %. _ __ TO EACH AREA OF CONSTRUCTION. FINAL GRADES FOR THE BA51N SHALL BE -� - _ _._,. _ ._,,,•� � - _ .. �' ! �-_�_ _ = _ _ _ _ - / �•.- ,'-i REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY _. .. - "-..._._...• .:*"L 'd .f•In' - -_-_� �'`` .. ,/ L - __-_- -_- - - _ - ! \ / �. _'` INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION. COMPLETED. TOPSOIL SHALL BE INSTALLED AND THE AREA SEEDED AND MULCHED. __ '1 _ _ .._.. _ _ _ _% THE ENGINEER SHALL MAKE - " _ ` �. &L � - , : WEEKLY 51TE INSPECTIONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT CONSTRUCTION OF THE BUILDINGS CAN PROGRESS AS THE BASIN I5 COMPLETED. \\ �� +� ...... - - .' . - \ ../ t - - - OF O 5 ING \ AL iUz _ ••ti I- - - AL HES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. i "��-• ''�' G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A SITE LOG 6. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT STORMWATER \ / ��17 - _ - _ _ - _ - -I / I RUNOFF FROM PROPOSED PARKING AREAS. THE STORM SEWERS TO THE PERMANENT p®p I�sTNTION_OIL f 1 I '�` - BOOK. MAINTAINED ON SITE AND AVAILABLE TO THE PERMUTING AUTHORITY UPON REQUEST. DETENTION BASIN SHALL BE INSTALLED WITH TEMPORARY STAND PIPES INSTALLED ::::_1. _r ; Nam- ` / I \ t--- AS AN OUTLET IN THE SEDIMENT TRAP. THE PIPE OUTLET SHALL BE CONSTRUCTED ,`: 1 : ^•' �- - -302 - - - \e�Phtxt' - - i---j \ / �, / I \ \ \\ 5. 4T COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FINAL IN ACCORDANCE WITH THE NY GUIDELINES FOR URBAN EROSIO AND SEDIMENT CONTROL - - - - - r \ INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE fINAL STABILIZATION AND ----- STIONS FOR A PIPE OUTLET TRAP# 5T-1. THE TEMPORARY BASIN = _ _ \ `� �� ` / / ; s ='t ----/ / f. 1 t THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. SMALL BE SEEDED WITH PERENNIAL RYEGRA55 AT A RATE OF 5 Ibs. PER 1.000 SF. } i } -11 F i �11, i .y -30 - "•.. i I t - UPOI'� CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION CNOT) SHALL BE _ _ _ _ _ _ _ 1- ► ,X.fi, � E r I NY5 DEC. . __ \ - .- - -----; , FILED WITH WETLAND -d. I& ....... 1-1 310 / / / •_-e . \ .. I . __ �� - "It/ I / I / ' ffli ;.. 01 i / I _....,....,;ry�,., ;, { ,� / t � LAND .r ,`i 10 3AO 10, IF i / / \ / / i / - I Y' / /3�°11-1 1 r�eRMaNENT1 i!AIL Ak / 10 ,,Al"r - r i r . ! ♦ J / ` , ' J ( I i3ETEN'f loN / i V_ I t!-: ' ' __ /01 ( I f 1 7 ""'iii, . . /i xi-. i 111 11 �- .6 \ ; I I / 7�7 ,001� __ -1 / \ %,-; - . A.. . it ::_�'- AIL . _ a._.�.' I ..._�„ ... / \ . i' / \ .. ie• / ... i : / k .� '- / 1 r - r! NR' =Nmlmmwl '- 404 - .-\ ♦ t , f/-7 ,� / / / I I \ I / / r/ 311 "/ i' / - --•-•_._._._._._._._._._ -N ti+ { I.. r .., �/, , / ^1" � �.y ^ \ \ .. , / \ 304 ,, IL ' iCiE J - . -* ' , g .3 IDIrl S ��'�•�.... '$4 / // \ ` f-------------- ' ♦ r is /' r , \_ �•�, / / \ FOUNDATION WALLS , / i r �,/ /. / �� /�� / / % 3j! / \, \ •• ,, / / I I \ SEDIMENT s r ! . ' / . � I . 1.` .. .•-t _ I /,''.'1 -! r , ' i -� s . : .:: . . . . ..... / - / ti� / ♦ t �� `��� LIMIT LINE / / I A ( I ♦ FENCE L ; �� ROPO DRIVEWAY /� `' _... '� � r, 3 / / \ 1 / i AREA I � ,Y / "� ' ETAL. FOR GONSTRUC I' } f 1k/ // / �r> ,% N4� I / , MAY BALE K if i / v 1 1 s �� 6RI�DIN6 LIMIT LINE �'. DRIVEWAY �. i 1 Syr f S^xr. '. , 9 / / .I O ` I DA � '� / / `� / L. .a0/ -1--- I.�i '''BUILVINO -***N / 1\'.'� / . n I;:.y � , , -• � !wtdvioo' ,-,,-, � R r so W. - : ...____.. 1.11 AL ...... __ r ` ,! ... I" , , / BUILDINb / y / / SEDNMEN L . �' qj!A N. , ) " 0 : - "e ♦ / 1/ , AREA '/ / $ FENCE/ / 7dMT5 OFL i / ♦ / I / / � !1c7j ♦ ♦ ` ! ' / ; • NEW PAYE NT ` - " • ' '" v / ! I h I J v / \ \ �� i i � // / NEW PAcVE?Mxr / / / \ / f 3. , �\ � . SEDI°ENT L 11 t = .. I-L- j , ! / / i / ` • .1041 s 3� / ` ' .. i • : • / / / � / , f / \ � ,/ / • tN �r3.� 06 a/ � • § \ 3 7 Z. � � � •', -•' I - � y_ �J• a5 ;. • / / / / / F \ '% I / • /GRADING LIMIT LINE / / �' I ;. �' '& � " •, .. / �- �- \ \ .� / �. �; a� �� 3� .: ' ..'i / .:. ....: WETLAND i / r / �. 314 '� �q 3r„ \ \ j �� % H % / T1 hPORARY 1 _--._._ ..... . .. -... ....__:. ..._ ( � / / " / / .• 1.11 . . / / ,0 P Nz \ / v BUILDING �� -44 .,5 -16, ..- . _ ..... _ .... _. ....... ..... - - .... &._....... r ,r / y '� / / BUILDINGAREA - .1 \ I .... __ .. t_ �� 1 91, /' // r - - -1 '�%��.. - / • \. AREA `I''wf 0%1 > 3� : �' ....... _..,0i A / _ - / I I / i / I :.. 1 ,. \' . .. . . .. / �/ 1 - .: . . � Wit. / AL i ��_ \ STY .. / j l .•r * :� I / - - [- \ // � TRAP 3 Y ,. • V IN / / 1 / / , 3 TOF'S01L / l . , TEMPORARY 24" PERFORATED .-.- �-�{{. - I P \ 41 M I /- - // ?� T€MPdR y/ / j / 4* 4 . / . / / I STANDPPE TOP 309.5 - _ &RAtANS LIMIT LINE / ; I 1 � • / 1 PRC.H i / / -a \ - - - _ - / � •� I j / u � NV 306.5 INSTALL � ` '�'�. ,_....._._._._._•_ / I IRALD Nbl �: . .' . . i / / • . / • j \ TEMPORARY 12" MOM - - L 5EDMENT § I � 1 / _ o / / / �, / CATCH BASH - - - . \ FENCE / 1 1 .. a, : ' �- - - J i ' / � / ,/ / 10• .r1. �• �, I � - - -po - / 1 I J y • 4 ... \ _ j . . / T IL • / / / os / / �010+0'mv AREA or IJrLAW - ' ' 1 ILE . /' / / 0 / 0 G' min. CRUSHED STONE OVER ��ti 1 '� ,( co_ TEA*ORARY au TOP?R'7IL TOPSOIL / , • . , . . /.. *# ( -OM 05 RIGTION PRONNWIT110 -' .-4 \ / I ... 24" PtllFORATED STOCKPILE STOCKI9t - / .. I / �► / / __ ,y rum p�pp� -- COMPACTED 5UBGRADE AND . ,\ ��� L J N1�331L0 U RO ACCESS • ! - _ FILTER `/ S 1-1 --- ,` t�!!!!m Si-!!�!!!!!!!!!�!!!!!!!!!!!!!!!!!!!T!! r�� mmw !!t�!m - 1 ( '� ' / ` ,� _ - - O o o O: O .. O 1s '' - . . 313 �► 4 / / / ... %_ . _ cp o . . . ' • -� . . . •• - _. O 3 . I % - _ ... .• r. .. i I I 1 '�` p o° .o° O 4!► ACCESS, �.. .. . / '1i+ ' 0 ' y \ \ / I .-. ....- - OF a .. o. • . . ROAD I 1 / f \ / , -- - - o _ o : EXISTING '� j • / I' 1 � 00 GROUND y - \ __ _ _ a . . -. _ �• I . . .. .. . . -ii.. - - eqy-p A .,� / L. TOPSOIL r- _ / M \ 1 \ I o / . \ • j TOPSOIL j !- _ - BUILDING _ • •.\�,t: STOGK!'ILL / %% -'' j OC.KPILE > \ - - - - O X AREA / . \ / / . ;, j 312 - _ _ ... / 1 ' ,, CONSTRUCTION SPEUFIGATIONS E 1 / \ 1. - - _ 11 L / 1'� � ' r - - - - - ' I. STONE SIZE - USE NO. 2 STONE OR RUBBLE / N / .. • , -- 1. / /i -i r -. T ., 1 3 SS THAN 50 . I / 1 / �. - _ _ , ,- • ... • : �:\ / 1 1 j I ' " . • ; ' 331' I ! // I '' - - - NOT S THAN G . LE G/ / ' ,�- 2- LENGTH A5 / / ' .';� - - 4.� WDTIis 305�h�iJri. BUT NOT LESS THAT THE FULL WIDTH I / I • :• '• ' I�, �, I I 1 • . I is ... ._: _ ._.. .%- - AT POINTS WHERE INGRESS OR EGRESS OCCURS. PIT1. �E� I / - wLL BE PLACED OVER THE ENTIRE AREA PRIOR / . • . • . • . •, �, . , • : ' Aa, ��- FABRICS �%;�.: ........_ .._ � O . � � TCPPORARY ,� . • LIMfiSt • of � 13 j 1 - ... • I • • ' GK ► 1,� / / , � � FILTER STONE ' • •. ' ' ' \ - SevmT • • - ' j s • • I qf" I ... - G. SURFACE WATERm MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. TRAt r. MN PAYENENT, I.t.. I I Q . F ' , r I _ . _ _ � %i . I v \ :rEI PAY � .. 1 j 41 6 1 . .. .1 . .. • , ' I 1 ( - I ` 7. MANTENANCEs THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL 1 i i ... j: \ ' __rc- cr+' I � ( � . ' 1 H I I 1 31 11. • \ ' I. - . 1 I I i -L .._ / `N PREVENT TRAC49MG OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. \ _. __ _ \ l " .. I ,� BUILDIN61 1 I 1 I _ _ TMS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS 1 I I i:. I _ _ - _ = - f✓ 1 I �,ReA I I fiw4Y. '. TEMP�JR . Y.... � • . . I I 1 I CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED BUILDIN61 �' 1 I 1 24`' P!"RIiORATED Q I L .� .J - J r I A. TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED : '[]. 1 STANDPfPf: \ 1 ' -'\ - - :. TEMPON. ,' AREA 1 L 11 • . • . TOP 311.0L. • I - - ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. ' -* ` � . I I �� .W 307.5 I ' 8. WASMNGs WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE I � ..: % , :: PRCfi: = _,_ _ _ - GRADING LIMIT LINE ONTO PUBLIC F"T5 OF WAY. WHEN WASHING 15 REQUIRED. IT SHALL BE DONE /# ON `\ . ' t `� i'. / 1 STOCKPILE 1 . / M � � � - _ I _ _ >L - - i f ON AN AREA OF STABILIZED STONE AND WHICH DRANS INTO AN APPROVED C ` I � -1 \I I / a �p . • r - 01 , SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE I <� - • . 314 TEWORARY , . p� -/ u / I '• , "I 9' 1 I I j i SHALL BE PROVIDED AFTER EACH RAN. I' - 24" PERFORATED L . - - •I \ j / �L - - - •j I - NET , t ! ' f 1 ' I •� '4- STANDPPE '" K TOP 314.0 f . 1 / / .T(tAP I 1 I `•�\.�, \ W%TRUGTION ROAD ENTRANCE CF • NV 310.8 _ 313 I 9`� BUILDINGS` • IAF' '' `,, 3\* r j • ' . 3lr \ p� . • I , _ TO SCALE "��//" . .. , ... 'Ny AREA . ' • . . • . . \.\\ • • 1 I 1 i c NOT _ � / I 1 `' _ - .. �� `�4 �s ♦ / � .z . • . 1 �i :� f 1 D \ 1 ^I s I .. . I `�j, �� '� .• • .•. . . ��k . ; 1 BUILDI I j a I I . _�, _ _ .... __ ... �... \ / ) . •. . • .. .. • .. / • '{' ' ' . . E3I 1 I fI 11.1 I - - _ ... ......_ ....... .. . �"� 1 ::: 3 ARscA i I� - .. t 1 ♦ I -� WETLAND � % .e , , - . ' . .. • • ' ♦ j ♦ % A . . . ... I I I T I ' , z_ _ - - _ / \� ` , . O �I �� 1 •� `� BUII.DIN6 NEW PAVNIEIrT • �.... �.i! .j - - __-_� -- - < Q I BUILDING � d � % . / oll . " - �__ - FIERMANENT� BUILDtN6 ��P 4p�k i s �` // U U I I 1 ::. �; - - "- -- ETENTION _" q� A wZA � IE 1, 1 ♦ / � l . - - ! - ._ _: ' A51N -- - ik -. �-. -- - _ - __ - I // j / / 3� { �{! V � �v'�� - _. TOPSOIL 1 v I I TOPSOIL I 1 l - _ ._ __. � _-._--' \ 309 %) \ -- STOCKPILE j 1 r I E BUILDINb I STOGKPIL4E I I I I t - PR4'�109m �WL11p- t �310 \ i I IL-I------------J AIWA / \ i - - % � j I FOUNDATION WALLS \ - _I�tnu_� _ _ _ _ _ _ � 1 _=_L = -_-�-- ;----;m-_ 311 1 I _ - \ I \_ / \ 1 1 - 312 �n ' ---- - - v30 _ 1 mm.. ..1..! -- L--_--_--- _1? - alp\ o" \ - -_- -_ _-_ `--_-- - � _ m ,� • a�!! ! ! ! ! EM ! ! ! !!l=4;;/!!!!!!!!�!�'i�l�l�t���lsl�lr��!!�� Z�,,m&wwmom - •w"Japmmn-4-- 6RADIN6 LIMIT LINE K MAY BALE DAM L SEDIMENT FENCE FENCE \\ \\\ R i Ak I Site Areas BUILDING AREAS GO.800 sf LIMITS OF PAVEMENTS 168.847 sf = 3.q ACRES TOTAL AREA OF DISTURBANCE G80.G30sf = 15.G ACRES GERTI F I GAT I ON STATEMENT TO BE SIGNED BY CONTACTOR PERFORMING THE SITE CONSTRUCTION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE CONSTRUCTION 51TE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF AUTHORIZATION TO DISCHARGE STORMWATER. I ALSO UNDERSTAND THAT THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF THE N.Y.S. POLLUTANT DISCHARGE ELIMINATION SYSTEM C5PDES) GENERAL PERMIT FOR 5TORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THAT IT 15 UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. NAME TITLE SIGNATURE DATE IZ :• �- . -t O� y� u- O W W Q os, 11 �� Q _t S Q C.3 N yyf1t QV Lit N O N 2 9 r- Z Z x m Z sA c3 m 14 �2 m (� 71 ( C 0 to 5 C 1A (3 00.3 a b a .5 rA 44) ao 'I >~ m � 3 m � 4-0 o '^ c q-0 W o fr 93-0 m y y 0 y v m y A !2 z (.2 ; ro 4- )I-- x Z W =j, � 0 � O � v � c 4) )Pi- z + iis -a ;.4 Z �, tz 0 i 4) i 4) � cn qn •cn N 0 W (5 w Q_ ':: > s Q 0 O %) � 0-0 O a 1 E sm 0 ra w -13 0 �c 0 o a v � =' i_ di 1 L pq 7 O ST TER POLLUTION NTION FLAN Scab r - 4a Date= Feb A Z= pAwIlIII" SP-4 SHEET 4 OF q INSTALL HAY SALE DAM AROUND GRATE U1NTL AREA IS PAVED OR LAWN ESTABLISHED sm FNSHED GRADE HEAVY DUTY FRAME AND GRATE FRAME TO SE MORTARED TO TOP OF STRUCTURE • WRAP GRATE WITH FLIER FABRIC UNTL AREA IS PAVED RENFORCEhENT aA PPE TO BE MORTARED N PLACE a. .T. SUMP = " DEEP Oil. CATCH BA51N DETAIL SLOPE ; ` , ` `• GONG. GRADE RING AS REQUIRED COMPLETELY MORTAR AROUND PIPE —� NOT TO SCALE HEAVY DUTY CAST RON FRAME AND GRATE CPMPBALL FOUNDRY *118GD OR EQUAL WRAP GRATE WITH FILTER FABRIC UNTIL LAWN AREAS ARE ESTABUSMED ;• :::::: , INSTALL MAY BALE DAM AROUND THE ' ' ; ` ' • CATCH BASH GRATE UNTIL LAWN AREAS ARE ESTABUSHED �.--- SLOPE Ff SHED GRADE aRTAiR FRAME 8 in THICK REINFORCED TRAFFIC COVER w/ 24 In OPENING `...`._` REINFORCED BARREL SECTIONCS) ;_ . AS REQUIRED 8 in THICK REINFORCED BASE SECTION. HEIGHT AS REQUIRED N NV OUT STORM SEWER '- 12" SUMP minW m UNDISTURBED SUBGRADE PRECAST CONCRETE STORM MANHOLE DETAIL NOT TO SCALE LENGTH VARIES SEE PLAN T 1 1 0 70 ❑ ❑ ❑ ❑ PLM SWALE C2) 2' x2" x3' STAKES OVERLAP ENDS EACM W" BALED MAY M STRAW -�kA , FN5HE0 GRADE SECTION HAY BALE FILTER DAM NOT TO SCALE 3G'r FENCE POST. 10' oa MAX DRIVEN 16" MN INTO GROUND SILT STOP FABRIC, SOW EMBED G" MN N BROUND UNDISTURBED GROUND SEDIMENT CONTROL FENCE NOT TO SCALE ' CB 14 RIM311.8 NV OUT 308.7 H d I EAVE TRENCH r 0 /AL ............ _ - r r ,,• I � �i tl L i �� r ' __ J fr _.._................. _............,,..,........,... ...„ ..,.,.,...,...... l��lE Tl.. AND .__.. _..._....................�_.._.._,_....._,................._. .......,_..,__.,._.,._....,.........__.....................,...,,_,,,.,...., _ ._......,._........r_._. Ile ........ _?... ........... .....,..,............ ........... ......... Alla - '.1 ■ :: :..::•::•::.::.:.:. --- ---- ... ............................ .............. .................... ...................... .. '7 ..................................... CURB . . 1.............. -.- .......... ,,,.,...,..,,................ ...... ..... ..... A&W wrnoF nay twh~ —� --♦) / CG 6 UNITS FF 315.0 3j 00�> z 3 A. 0 N `` ALW \i`® OI --ON.Q�4 - 3 nkL / N E z z z o a� b 82 ao a� ix 2 W `v m o �= O= z� 11 GiZ,4DING AND DRAINAGE PLAN - E,45T Scale r - w Data Feb. A 2000 ROWWom t co llowN 16/os p-5 SHEET 5 OF q INSTALL RIP RAP ON SIDES AM TOP OF CULVERT END FLARED END SECTION w/ BOLTED COUPLING BAND 121, a" DOT MEMM STONE FILL WE MAN I.-O ,7 , _\' .11d� �� CULVERT PIPE MW END 4'* INTO SIX W, min 02 STOW GEOTEXTLE FAMW CULVERT END SECTION AND OUTFALL BLILDING 2*-O" NOT TO SCALE FINISMD GRADE ALI~ EDGING - 02 BROKEN STONE ALTER C?l I -.. SUBUKAM .0 I� " I - . . . . . . .. . . -N�� EAVE MN014 MAIL 0 - NOT TO c. � I v 0 e %cp 0 0 0 0 *2 ip 4 0 0 C cLf 4%o v 00 (nap 000 e - 0 -L 4p 4 2 0 d C60 %o 0 0 10 000 5 X &ft - .n a J - .. 51�_ 1/2- RAMS I . 0 SMOOTH RUBBED rMSti on CURB r,o-- GRANULAR SUBBASE COURSE NyS DOT SECT. 304. TYPE 4 COMPACTED To 95% STD. PROCTOR SUBGRADE COMPACTED TO I ims, - I qOZ STANDARD PROCTOR Ift I FIOLRM IN PLACE CONCRETE OM ASPHALT PAVEMENT. NOT TO SCALE 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE LAYS DOT 5ECT. 304. TYPE 4 COMPACTED TO 45Z STD. PROCTOR SUBG,RADE COMPACTED TO qOZ STANDARD PROCTOR NOT TO SCALE SMOOTH RUBBED FLASH an CURB 3/8** x 3/4- DEEP TOOLED JOINT 1/2" RADIUS I" 5" BROOM FM5M PERPENDICULAR TO WALK CONCRETE WALK __ ------ SEE CONCRETE DETAIL 0 rr . __ __ - � w Ir'. . dw , . .. . .� . ., . , , I .. " , � l9 (I . , " ... - - , :�A.., G" X G" NO. G/G WOVEN WIRE MEW . .. & . - .: - 0 * , 11 .., . .. ` .. - 22" GRANULAR I ASPHALT . .&. . 91 .,: . cr- 4 AR SUBBASE COURSE to 0 '. . . W4 Ill NYS DOT SECT. 304. TYPE 4 ,• . . 0 ..: C�o* COMPACTED TO 95Z STD. PROCTOR , li�p - � . ,• , A, . . . .. . A . ". .. ... :. 8 - .0 --- : � I 1. ,,,,, "I"',<,"',�', , , cf� ,-" l'_"x'l'l " � , , . . , .,1� I 1-V�� �C-(>__:5b 7- , N i�-- > ,,0 y-"- ," ,I k�,1 ""-�,, ,! ,," ,r1, �""� �" "",,,"_,;, 5, -1 / W" COMPACTED TO ���/-<i-/'�x"; ,",,qOZ STANDARD PROCTOR I 1 . "', INTEGRAL CONCRETE CM I NOT TO SCALE I 11 11II iI I- .1- 7A1I �I !itfv 11,111 1�� 11 IA�o 1111,11,1111 111111111 .i.illll,ll 11,11,11,111,11111111111111'', - I % 11 \ - __! \ - I - I iii 1�1 QL%uTk_"ZN&_' Ill .... ..... ..... 1 ...--.-.-- .. 1. -7 'N, ,-- - m CMERT END - I . NV W5.5 D - I . 111.1 V . / *__ __ \Zy W �5�2 - i 1-47 .... .. .. / ...-, AL -- - ------ *�__Jll i6 mv* I .111-1--.. i I..." _�,_ I- . / 400 as OW IIIIIIIIIIII j-,, ". Z-1 .... . 1""'T"", _+, I �- I. " I " 121, MFDE _� I/ ,_ / (p Ill , 11, I I I 1 _308 ---\ Sri I; I! I 1 40 LF at 4.257._%�/--- (c- ) �,: � � � I--,' I I I I I AWL / e 40 IF 2k. . ttl - '.. --*' - ,��, il .. .4-V _-, __/ I I--,- - I...... �'... - - ", r . I , __71'" -/_ . . . ..... I -_____.. 1.1� I---- --- -, �_ �. // . !I I ! 2 / NL _� - - 200' DEC. BUFFER - I I , I I I ± Ak / e - - -I - , ttr 4- ,u, 0 r I _...... . ........ - ". I ... _4�� * CATC41 5A - I - I - P, 4ew - . ." CATCH BASIN /'7'% (DRIM 309.5 I•. i � ___/ ol - � I RIM 3oq5 Q, j ( I -1 . ...-Y --4n,- '.00, 1.41 W 307.2 1 _ 1, .... i ." ......, -, - - % INV 307.2 1 -4-- 1 I r ... I .... � .... ... - ,2 - - ""'ViETLI AND,/ 40e wo Wu Soft wo am SM -"6- - . I _r...., T ... ."....- � ... �...... ........... I ... 11 % 00IIIIIIIIIIII, 1- ... � ... ..... . . _... : . .......... L ... . .. _..!� le i -01 4i %osoop T_ � �� i I . / ___ t", ..r.. I - �_, I--- \ ,,- ** 1-1 . I.- ::� -:#IA-" , 1- i I I I I I I 1 I I I 1 r% - Fp I - I 1_ ....... . 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SHRUB FORM L SYRNGA MEYERI DWARF KOREAN LLAG 32 30 - 36 In D + B W EuoNYMu S ALATUS GOMPACTA DWARF WINGED EUONYI1US 8 30 - 36•' B + D O RHO DODENDR ON OL GA OLGA RM ODODENDIR ON 9 - I1 36 d +d P �, ODODENDR ON PJM PJM RHODODENDRON 20 30 -36b D +D H ILEX hE5ER12AE CMINA GRL CMINA GIRL HOLLY 12 30 - 36 h d + D I LEX GLAdRA "SHAMROCK •• OWAC T ..SHAMROCK.' NCBERRY 36 24 - 30 In D + B R BERBERIS THIN. ROSE GLOW ROSE GLOW JAP. BARBERRY 16 24 - 30 In B + d B DERBERIS TMUN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 30 3 gd CONTANER GROWN A SPREA BUMALDA ANTMONY WATERER ANTHONY WATERER SPREA 72 3 gd CONTANER GROWN � JUNA'ERIS SABNA TAMARISGIfOL1A TAMS .JtJNIpER `'B' 3 � GON TANER GR OWN G THUJA OCCDENTALIS "WOODWARDI" GLOBE ARBORVITAE 24 3 gel COWAA�R GROWN T TAXU5 MEDIA DEN51F'ORM5 `�E ADING JAI'. YEW 1 D _ II 1D 24 GONT AIR GR OWN LP SPREA JAPONG AL '1ITTLE PRNG ESS" LJTTLE PRNG E 5S SPIRE A 16 3 � ���p GROWN GONT }yy.n PERENNAI. S MEMEROGAWS STELLA D ORO 5T'ELLA D ORO DAYLLY 230 1 GAL CONTAINER GROWN ST fULGDA GOLDSTURM GOLDSTURM BLACK EYE SU5AN 106 1 GAL CONTAINER GROWN BS RUDBECIaA NOTES PROTECT DUSTNG TREES INDICATED TO REMAIN FROM 1. SKINNING AND FLLNG AROUND BASE. TRACTOR SMALL INSTALL 4" TOPSOL N LAWN AREAS AND 9" TOPSOL 2. THE GON N PLANT BEDS AND ROUGM GRADE. THE CONITRACTOR WLL PROVIDE FINE GRADING OL AMA:NDMENT 5- AND ALL 5 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITM LOFT'S TRIPLEX GENERAL MX. 1000 sf. STARTER FERTILRER C5-10 -5� OR APPROVED MX. AT A RATE OF 5bs PER OS EDE D. HYDR E AT 40 bs. PER 1.000 of AND MULCHED WITH STR AW OR 4. PLANTNG SOL FOR BACKFLL Of NEW PLANTS AND PREPARATION 1 PART G OMP OSTED OF PLANT BE05 SHALL BE A MXTURE OF 1 PART TOP50L. 20 sf. MANURE. 1 PART PEAT MOSS AND 5-10-5 fERTIUZER AT 1 b per 5. ML.CM FOR TREES AND E*"S SMALL BE COARSE SHREDDED BARK. FREE OF WOOD CMIF5. LEAVES OR OTHER UNACCEPTAN-E MAT�a-- 6. MULCH FOR PERENt�41.5 5t1ALL BE FINE SHREDDED BARK. 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BAROMY 50 3 9M CONTAINER GROWN A SPIREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 87 3 gd CONTAINER GROWN JN JUNIFERIS SABINA TAMARISCIFOLIA TAMS JUNIPER 123 3 gd , CONTAINER GROWN . T I TAXUS MEDIA DENSIFORMIS . SMADING JAP. YEW 1 30 - la - 24- CONTAINER GROWN [ G _I THujA orxAxwAus ,vocowARDr, I � GLOBE Amoitviur _ 1 40 30 CONTAINER GROYM I rr_RZNN1AL5 ST HEMEROCALUS STELLA 0 ORO STELLA 0 ORO DAYLLY 1G.0 _r I GAL CONTAINER GROWN es RUDBECKIA FLLGIDA GOLDSTURM I GOLDSTURM 15LACK EYE SUSAN 1 308 1 1 GAL CONTAINER GROWN ] 3- SHREDDED Bw MULCH V' MGM SAUCER AMENDED PLANTING SOL SHRM PLANTIN6 DETAIL 12" 14 PARKING AREAS 0 G ALONG SIDEWALK anno� * . 9 4 51TE LIGHT DETAIL. NOT TO SCALE fINIAL - SAME FINISH AS POST 5FAC414G VARIES Is - .1 SEE PLANT04G PLAN 7 I �_ ORNAMENTAL GLOBE FIXTURE = WATT HUI PRESSURE SO" (WATTAGE LIT"ONIA A25 =5 GR5 OR EQUAL OR ORNAMENTAL GLOBE FIXTURE 2W WATT HIGH PRESSURE 60" CWATTAGE LIT"ONIA A25 250S GR5 OR EQUAL FLUTED ALUMKJM ORNAMENTAL POST 12' HZIGMT IN PAR19NG AREAS - COLOR 15LACK 10* "EIGHT ALONG BUILDING - COLOR MACK - DLrCOKA,nver BASE - "AND"OLE �, 31V CIMAMFER FIN16i A GXADE ZINC PLANTED ANCHOR SOLT ASS01MY SUPPLIED BY MANUFACTURER 2" PVC CONDUIT SCHMAZ 80 CONCRETE BASE - 20!* DIA 5UBGRADE- UNDISTURBED OR COMPACTED TO 9OZ 5TV PROCTOR NOT TO SCALE 5*-O- .L 5�-01' I 5,-:9 I' - I /- ACCESS RAMP CENTER ON PASSAGEWAY IIIII POST SIGN is., DIAG. " 'a, STRIPING * Zoo - CURB-r wd 304' TO 6 i� "I., a" ctyp) , C��,st_ 6- WIDE PAINT STWING Ctyp) I STANDARD I I PARKING SPACE PARKIN& LOT SITRIPING DETAIL - - BLUE BACKGROUND * W/ WIMITE SYMBOL . ? � NOT TO SCALE L PROTECT EXISTING TREES INDICATED TO REMAIN FROM S~G AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAW14 AREAS AND 9" TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND ALL SOIL AMENDMENTS. 3. AREAS HDIGATED AS LAWN SMALL Of SEEDED WITH LOI TRIPLEX GiENEM M. OR APPROVED MIX AT A RATE OF fts PER 1000 sf. STARTER FERTILIZER C5-10-5) AT 40 bs. PER LOOD sf AND MULCAiM WIT11 STRAW OR HYDROSEEDED. 4. FLANTING SOL FOR BACKFU OF NEW PLANTS AND PREPARATION Of PLANT BEDS SMALL BE A MIIXTURE OF I PART TOPSOIL. I PART COMIPOSTED MANURE. I PART PEAT MOSS AMD 5-10-5 FERTILIZER AT I b per 20 sf. 5. MULC" FOR TREES AND 5"RUBS SMALL BE COARSE SHREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTHM UNACCEPTABLE MATERIAIL. G. MUILCM FOR PERENNIALS SMALL BE FINE SOREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTMER UNACCEPTABLE MATERIAL. 7. THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDI WITH THE STANDARDS OF THE AMERICAN ASSOC4ATION Of NURSERYMeN. r- 2" FINE SHREDDED BARK MULCM 3" SOL SAUCER AMENDED PLANTING SOL I NOTEs THIS DETAIL SMALL APPLY TO ALL GROUND COVM PERENNIAL WA ANNUAL BEDS. �. FERMI& BED PREPARATION ..... J I MALT.C.D. STEEL CHANNEL COLOR- BLACK EMBED POSTS 3! INTO A 12- din x 4' DEEP CONCRETE FOOTING NOTEs ALL MARKING FAINT SHALL BE WIVE I . I A UA , - . \or, I � , I - 1 , i , I .. s Q'I � � \1 '. - 11 ---. ... MIIIIIIIIIIIIIIIIIIIIIIIIIIIII� � i - I I - - - - �_ - i I - - 1 . ......1.1.111 _� �111� I I I I - '. '.. Ai- --- __j 01 ... I, j, I'll ... ..". .. I . . . . . . :::r .1 .... . .1, .. ... '�& . ........ . I � 11.11.11.1 . ...... rjdjL.rr/ III I I \ _.��. - - - J - tL 1 i 11 I 11,111111111, I I III ,1110-0 I - - - - P. __.... ........ "....." ... 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